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042-100-063
042-100-063 00-1399 STILLWELL, RON -w RANCHO ARROYO, CHICO CONTR: OWNER / LOT DEVELOPMENT 042-10-0-063 00-1800 STILWELL, RON RANCHO ARROYO , CHICO CONTR: OWNER r.. NEW SINGLE FAMILY 2.a5•U/ 042-10-0-063 AG 100 PON STILWELL AGRICULTURAL EXEMPT PERMIT TACK & HAY STORAGE 042-10-0-063 AG 101 RON STILWELL AGRICULTURAL EXEMPT PERMIT SHADE STALL FOR HORSES NOTES lam � a c(r�i��.�,`r�,.�/ ��,�� , it /7,47 CarleefJoyw,- a t 0;/0 2zozp� v RESIDENTIAL (042--10•-0-06300-180 ,_ PERMIT NO. STI WELL, RUN Z44 �17 _1707; RANCHO ARROYO, CHICO CORT—R: OWNER NEW SINGLE FAMILY oe) SPECIAL CONDITIONS' "'CHECKED BY .-�' ) -- SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER, OFFICE COPY Cyr Address /3 OVA it I GAS 01" P Meter By Date 4l ELECTRIC Meter By Date — C/ \QQv ' �`n � "AAA 1 l E-CECTRI Meter By D a t e JOB FINALED (Date) Signature 4 V=OK 0 = Not OK - = Not Applicable = Not Ready ' MOalLE' HOMES Date MOBILE HOME UTILITIES (Plans) OK except 8's Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete -6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance -GR Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except ft's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh _ 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 -•Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 8. Piers -Fireplace Ftg.-Steel ; Fall•Fitting-Test-2 Way C/O -Sewer Test 0-10F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. E ric Uncerground Plenums & Ducts; Cleara - aterial-Support-Ins. rnc o Vents-Crippies Access & Ventilation 16. Insulation Date Card B-1 %z Date Card B-1 DateCard B-1 Date Card B-1 Dae P RING (Permit) OK except #'s U, -,eater Htr.; Vent -Access -Combustion Air Baffle . W tar Pipe; Test & Anchor -Nail Protection ugfwv.; Test Fittings & Anchor -Nail Protection 3! Showe r; Test, First Floor -Tub Access 21. T Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date 1,7 Card B-1 t/ Date Card B-1 Date Card B- Date Card B-1 DateTRICAL (Permit) OK except #'s ture & Transformer Clearance -Ins. Protection Etec. Recertacles Spacing-Liahfs & Switches at Doors C_49Si Boxes & No. of Conductors Stapled 2 . Ro x Installed Close to Edge of Studs & C.J. yaip. Ground made up w/Mech Fasteners -Bond Gas &. Water 2 A liance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. u r AI-A.C. Wire Size / / ga Wr At 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 11. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. G (< t ✓= OK �e�i /v t 0 = Not OK Date .pU Card B-1 Date Card B-1 Date C2i Card 8 Date Card B-1 - = Not Applicable M ANICAL (Permit) OK except #'s RESIDENTIAL (Single & Duplex) ' = Not Ready ent Fan, Exhaust above insulation //JfJ 37. Date 38. Underfloor (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 4 . Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 47. C' . Joist- r. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. DepthFire c ies or Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth ccess; Size & Romex ection- Draft Stop -Ins. BAffles 5. Stemwalls, Main; Steel- Blockouts-Wrappedrm. ws or Exiting Doors -Sill Ht. & Dims s 6. Stemwalls, Garage; Steel-Blockouts-Wrapped arage Fire Protection Framing Ice "'Ve- 2 6a. Hold Downs and Special Anchors 2. Property Line Firewall & Openings, /0 7. Slab, Steel -Wrapped .5 D rs-One T -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel ; Fall•Fitting-Test-2 Way C/O -Sewer Test 0-10F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. E ric Uncerground Plenums & Ducts; Cleara - aterial-Support-Ins. rnc o Vents-Crippies Access & Ventilation 16. Insulation Date Card B-1 %z Date Card B-1 DateCard B-1 Date Card B-1 Dae P RING (Permit) OK except #'s U, -,eater Htr.; Vent -Access -Combustion Air Baffle . W tar Pipe; Test & Anchor -Nail Protection ugfwv.; Test Fittings & Anchor -Nail Protection 3! Showe r; Test, First Floor -Tub Access 21. T Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date 1,7 Card B-1 t/ Date Card B-1 Date Card B- Date Card B-1 DateTRICAL (Permit) OK except #'s ture & Transformer Clearance -Ins. Protection Etec. Recertacles Spacing-Liahfs & Switches at Doors C_49Si Boxes & No. of Conductors Stapled 2 . Ro x Installed Close to Edge of Studs & C.J. yaip. Ground made up w/Mech Fasteners -Bond Gas &. Water 2 A liance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. u r AI-A.C. Wire Size / / ga Wr At 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 11. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clo hes Closet Light -Shower Light -Spa Light moke Detector Date .pU Card B-1 Date Card B-1 Date C2i Card 8 Date Card B-1 Date M ANICAL (Permit) OK except #'s A. ucts nsulation & Support ent Fan, Exhaust above insulation //JfJ 37. Condensate grain & Overflow, Size & Grade 38. F ccess-Comb. Air -Return Air Vent 115 outlet 3C A cess Vlatform if Furnace in Attic Date j,Z'/- ri(% Card B-1 ( Date Card B-1 Dater Card B-1 Date Card B-1 Date MING (Permit) OK except #'s S' Proper Materials & Anchors Walls tuds-Nailing Spacing & Braces -Plates -Sound Be ing Walls over Girders & Floor Nailing r Stop in Walls (rat proof) �Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing Fire Protection Vents -Rafter 56LSi Sg- Nailing Veneer 57. Stuqpe Mesh -Drip Screed -Fd. Vents-Underflr. Access I g Area -Glass Protection -Skylights -Plastic pt nq hear Wa , Nailing -Bolts 2 ?iy Bd A4 60. Brac ' terior/Ex rior Wall Panels 61. sulation- s -Ceilings V. Infiltration -Walls -Windows J Date • G Card B-1 All DateG'a Card B-1 Date);1- 06i Card B- Date Card B-1 Date FINAL (Plans) OK except #'s & Sidelight Protection- 61e4lurnace Vents -clearance -Comb, Air -Connector - rage; bove Floor-Ducts-Mech. Protection te ro Exiting Bath Fixtures & Tub Access c. Trim & Subpanel, Breaker Sizes & Labels _W"Staks& Rails 7 F' place or Stove, Clearance -Hearth c. Outlets at Wood Panel, Int. & Ext. Ki ixt. & Appliance; Ground -Air Gap -Cooking Clearance _ CYIOEI Outlets & Receptacles at Kit. Counter G age Fire Door; S g -La g -C re A. . uct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. /Garage -,Above Floor-Mech. Protection Plb ec. & Mech. Equip. Listed for Location lec. Receotacles-in Garage (F.F.I.) Romex Prot on BAe'Gmarrd Rails & Deck Construction- P-5-917175—ps Fdn Bents & Crawl Hole Door Draina & Wood -Earth earance Looked under Floor es Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No c Brown -Finish yy�fL Unit Disconnect, Electrical -Plumbing Ve A e Roof, Plbg-Appliance-Fireplace-Clearance to Openings W r Well, Disconnect, Electrical, Plumbing Trim, G.F.I. Rec roughout House 98. C e n from Previous Inspections G -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval Energv Compliance Certificate -Other Certificates (SAeAddress Posted Date ® Card B-1 Date Card B-1 Date Card B-1 — y Date Card B-1 Da Card B-1 Date Card B-1 Comm tntlat Final: LOERKE INSULATION CO., INC. - 0,r_INSULATION CERTIFICATE ---.—.--. _ Number and :Streef--- _..._._.---.------- i DESCRIPTION OF INSTALLATION 1. ROOF Material - - ....--- .. _ — - Brand Name Thickness (inches) --....._...:.........._....... _... Thermal Resistance (R -Value)_ ..... ....... ....... .2. CEILING Batt or Blanket Type.._. ibergla.ss..Setts........_..........._._:�_Brand Name Johns Manville Thickness (inches)._.__.._._ _...:_..�_�_. Thermal Resistance (R -Value) $' Loose Fill Type Fiberglass _ _ _...._..:.... _.::...'__._.._.._... Brand Name Johns Manville Contractor/s min. installed weight/ft sq._, 4$ j Minimum Thickness........ .•.___-..._ inches. . Manufacturer's installed weight per square foot to achieve -Thermal Resistance (R Value) ;4 3. EXTERIOR WALL Material Thickness (inches)_-__.._.._.._:__.�..��......- ..............---- - 4. RAISED FLOOR .-- Material _ bgralasss-Batts—..__.---.-...-•_-- ..—___--- Thickness (inchesY___......,__. 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches)..___—........._.....__.._......_ 6. FOUNDATION WALL Material-- _._..._ ._..._.........._.-- - -- - Thickness (inches)_.._. Brand Name Thermal Resistance. (R -Value) ._.........1�... ...._ ,..... _...__................. Brand Name _- Jobas-Ma Alla Thermal Resistance (R -Value) I' r Brand Name Thermal Resistance (R -Value)-_____— Brand Name= ------ Thermal Resistance (R -Value.) _ DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the ertificate of compliance, where. applicable. C.L.#499150a2�► . t _... _.._ 2 3''D[� LOERKE INSULATION CO., INC. Item #s Signature, ate ----____—__Ins... iallin--Sutiaont�actor' (Co. Name)�t��r General Contractor (Co. Name) Or Owner —Tfe_r #W Si9nalii 67u -- ---16 stallin-Su6carm 6 or Co. General Contractor (Co. Dame) Or Owner —ftem1fs Signature -Date -�-- ------- ►nsialfing �u5cont�acto�i;o: Nam— General Contractor (Co. ame) Or Owner Date 2 REV 1 01 — Inspector — V U 5 5(_ 1 axl COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES' 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive * Ciroville, CA * (530)-538-7541 CORRECTION NOTICE 4; Lie- 0 0 OWNER PERMIT -NO.' - IN, 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 exp,lanation, please contact this office immediately. y V- 4 Date 2 REV 1 01 — Inspector — V U 5 5(_ 1 axl �^"''Yar. ; r`+'? 7:. _, . ,..`''Et.° x r ...-. ^€y3r'iT �Ty�C �s•�'.r t�"i'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 e� /-/ Z/ Ll moo-/?ov 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 cgfitact this office immediately. Date l� 6 Inspector L! s 5 � , REV 10/42 t 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 e-�l DO' /b a OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and shout a corrected. Please notice this office when correction of work is completed. If you hayo4ny questions pertaining to this matter, or need addViorial explanation, please contact t"ice immediately. 31 % /"'j) , f P , -� /,g^,) P".0" fle -+- /l'S; 4'--1' , Date /Z� Gfi Inspector N 2 REV 10/92 *.WWWPwjPRRW1T-- 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. cr 101b;0 ;Ae e �O ac -..v /PC i6y -0 eG� %SeCf'dt 17e/Auia6, ti .;M ro Date Inspector REV 10/92 s, 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 ria 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 r • completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. k IVIX ie 27 K,,_ 4 . -"L-& e- *o /-I /%oma - "t- lj%v A- 11 -le -IL . -t - Date/2//V a" Inspector /C REV 10/92 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 Yave any questions pertaining to this matter, or need additional explanation, please contact !jI>K office immediately. ii i i h /� 0 Date Inspector REV 10/92 ��� COUNTY OF Bi1TTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street s Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 5-1;z 4�2P// 00-IFOO 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. 1 O. Date 10 1 ` 1 61d Inspector REV 10/9 COUNTY• CF 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. X L 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. J I— / /c W Date i%3P©v Inspector el REV 10 2 Y'..,w�+-> COUNTY OF BUTTE BUILDING DIVISION, DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 . }ti 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 contac this office immediately. /Ai O Ile, f �eBR -tv !- A AJ COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 89172751 - 7 County Center Drive * Oroville, CA - (530) 538-754 1 CORRECTION NOTICE.' Lj e - OWNER PERMIT NO., A routine inspection indicates that the following violations of butte county . Ordinancei exis ' t it'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 explanati6n� please contact this office immediately. C— e- o Date Inspector REV 10792 - 4 COUNTY ,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P MIT No. (Rev. 12/96) APPLICATION AND PERMIT `" ASSESSOf PARCEL NUMBER 042-10-0-063 ZONING A5 BUILDINGPERMIT OWNER RON STILWELL TE 345E 5295 SO. FT. OCC. BUILDING VALUATION 2725 R 147,150-00 .OWNER'S MAILING ADDRESS 235 WEST LASSEN, CHICO 95973 CONTRACTOR'S NAME OWNER TELEPHONE 503 C 6.53900 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1500-00 Total Valuation $ 1A nf;q nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee F t FeeCheckingFee $ ARCHIT OR ENGINEER Plan $ BUILD GADORESS RANC RROYO LANE, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 1490.88 LAT NO. 3 SUBDNSION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CA Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 2 15.00 30.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NEW SINGLE FAMILY Gas piping system t - 5 outlets 15.001 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 186.00 ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, 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. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) kVI 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'D. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth omply 'th those provisions. X -�,- Date __ Signa ure ppli ant - 8 Owner ❑ Contractor ❑ Age An OSHA permit is required for excavations over 60" deep anen4qOion or construction4ki: of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ( a ACc. BLDs. 68 3.5Q�: 128.98 CNS. N"ONRESD. MULTI -OUTLET @7,50 POWER APPARATUS & SINGLE OUTLET CS . 20 @ 1'00 Ex. Occup OUTLET OR FDRURES BAL o .w Ex. Occup. ounETS R� D,D� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 171 , 98 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 SPLIT 60.001 Cooling Hood 6.50 50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 �U :7. TY� TOTAL FEE1999.36 fEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have 64Q� Byat'e/ PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. 91- . I .t ReceiptNo. 302321 1974.20 "� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J , C UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Couhty Center Drive Oroville, California 95965 •Telephone (530) 538-7541 PERMIT No. Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PMCEZ7 I/ . �E, �� zON BUILDINGPERMIT 1 C/ z 6,n— OWNER TE SO. F. OCC. BUG7C U ION //50.00OWNERS MAILING ADDRESS `I G<Q ^ O CONTRACTOR'S NAME ^ 1 TELEPNONE CONTRACTORS MAILING CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDINGADDRESS �^ , /' (�Ajc v j LOT NO.� I $USONBgNS NAME - I PARCEL MAP 11� USEOFSTRUCTURE i I SF Duplex ❑ Mobilehome ❑ Other' SPECIFY TYPE OF WORK �I Nev,Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ - I' Describe Work: co 0 Fireplace PERMIT FEE S I ISU Total Yaluation Is DInq Fling Fee 20.00 Filing Fee S 20.00 Permit Fee�i— 200A TO 1000A 46.00 Plan Checking Fee Q.3g a 3.5¢so. Energy Plan Checking Fee $ �— NEW CONST. NON-RESID. MULTI.OuTLET woeuru r�on �rtc �/ 07.50 I �jS • I PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 G Solar or heat pump water heater 23.00 Water piping 15.00 I Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S I ISU ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo. o I mss tv 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. ( DWE1.uNo OCCUP. 3.5¢so. OR ADONS. 8 ACC. BLDS. FT. NEW CONST. NON-RESID. MULTI.OuTLET woeuru r�on �rtc �/ 07.50 I �jS • I EX. OCCU . OUTLET OR FDn'URES BAL ':S0 Ex. Occup. oUTIEE�s AEs�D.LNS oEEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE I S MECHANICAL PERMIT I Fling Fee 20.00 Mr,� I PERMIT FEE I S C Mobile Home Installation Fee S Energy Inspection Fee S <� o�c CONS. TATA FEE $ i t�7 dz HAZ. /�FEIES MP F1000 CDF p HD EQSUi This permit is he?&Ky issued under the app-M-al5le provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No.. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Date m. 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: i ASSESSOR`TAR EL ER: —It9Q (D -3 Proposed Budding Use: Building Inspector: Date: Q U' At time of permit application, advised the following data must be submitted prior to permit processing and/or issuance: '4 Date Received By ❑ le All iiems have been submitted .------------- ------------ -----------------==-------------------- lotP signedY P P P - ------------------------------------- Complete plans, 3/4 e igned by the preparer of plans -------- Engineered plans, 3/41sets, with wet signature on plans. All engineering must be shown on plans. ngineerdd truss details and -,layout in duplicate (required prior to plan review) No faxes! --------- Energy Design Compliance and supporting documentation. ------------------------------------------- El7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- tanu factured Ilome dat and installation instructions including Tie Down Specifications.--------• esof $---------------------------------------------------------------------------- nact fees shown on the attached schedule.------------------------------------------------------- California Department of Forestry plan approval/fees. VIU . Flood elevation certificate. ------------------ t -------------------------- CHI". Sanitation and plot plan approval C G Realth Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval�fror the City of Biggs. ---------------------------------------- ❑ 174. Planning approval for (A) Use: B F . (B) Parking: ------------------- bntact Land Development about ,Improvements, ❑ Drainag , egal Parcel. ----------------• ncroachment Permit for driveway (construction approval prior to occupancy). --------------------- El 20. --------------------❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- : ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------- 02_4-tetter ------ ❑2 tetter of signature authorization. -------------------------------------------------- 25. Recorded copy of Agricultural Acknowledgment Statement. ------------------- ❑ 26. Letter of intent on building use. ---------------------------------------------------- 0 27. Manufactured Home utility clearance. -----------------------------------=--= --- El 28. Existing violations and/or expired. permits. ---------------------------------===--- ❑29. E1433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: U� r (Date) qn you issue the permit, processasfollows ❑ Mail to owner, ❑Mail t co tractor. Tlel eph >te ; 3 �S"" > � / and hold for pickup at ©� office. ❑ Deliver with inspector. Applican. Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ' l Date: By: Copy of plans sent. ❑ Health Department, ❑ Fire Department, Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: !' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin Divis' counter, by Date: i Plans reviewed by: Date: Plans approved by:Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: , F Yellow Copy - Department of Development Services, Building Division. Not Pi•n�Attach.d USVIP E ONLY Floor Plan Attached Sant to B.D. JV / fig TO: Building De ar FROM: ironmental Health _ Su Sanitation Clearance Plan Approved for: Sewage Disposal L,-- Clearance /Clearance for dwelling. Othjer Hold final for: Final clearance O.K. for: NOTE: Water Supply: Public Private Well t,-' / 1 Environmental Health Specialist Date jilkEr OWNER i.+ COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE I L_ tA1 C11- I PROPOSED BUILDING USE UILDING PERMIT FEES -- Balance Due ............... . $ ��- tCP -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -Revised Plan Checking Fee ....... 1 $ SCHOOL DISTRICT FEES PALU % (paid at District Office) (✓ `SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $�Xlr Units Commercial (sq.ft.)... x ' $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x . = $ #Units Amt. Commercial (sq -ft.) .. x =$ Sq.Ft. Amt. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# --_� "Q,_ -S DATE —31-00 RECEIPT # DATE REC �7 8otQD(t At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 3 / Pursuant to Government Code Sectio 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ]*AN REVIEW RESPONSF#ORM 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 va: response to every item requested in our plan correction letter. "By others~' is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS_ ASSESSORS PARCEL NUMBER PERMIT NUMBER biz .- 1.-cn,,o - a�3 ©c.�:> -- 1 g oz3 RESPONSE FOR PLAN CHECK LETTER DATED: 4--� lot, S 2 a u PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: SaG s l.tle C MMENTS: r�6 r l ' C car •e G� 0 rO r COMMENTS: PLAN CHECK ITEM # A RESPONSE BY:- 4L LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: c �� . _ , s.a ilPP z 'LAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: GL u � k- CA*- c,� s 'OMMENTS: GcAry S PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: y�"�a,i••.�✓� ��_ t VZ trades-� . �u to l�v✓�� August 23, 2000 Ron Stillwell 235 W. Lassen Ave. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive 0rov111e, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 042-100-063 Building Permit Number: 00-1800 This office reviewed building plans for the permit application referenced above. The plans 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 recheck and.approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: ' 0The 60 foot right of way for Rancho Arroyo is located within the boundaries of your property and thus, your well is located in the right of way. Please submit three copies of your plot plan showing the correct location of Rancho Arroyo and move the well location out of the right of way. Plot plan is to show the 50 foot required building setback from the centerline of Rancho Arroyo. /All living space must be separated from the garage space with a modified one hour fire assembly. Please note directly on the plan that all walls and garage ceiling are part of this assembly and what materials you will be using to achieve this. rovide 34 square feet of window area, one-half of this to be openable, in the upstairs room. /Energy calcs. North Arrow shown incorrectly on the plot plan. Model raised floor and required insulation, including between bonus room floor and garage, in your calcs. You cannot model separate living and sleeping zones when you have living and sleeping areas in the same zone. Just because you have two HVAC systems does not mean that you meet the requirements Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530)5 38-7541 (530) 538-2140 FAX for separate zones. Revise calcs which show two units but not two zones. Larger windows are required upstairs. Windows modeled in the calcs are not the windows shown on the plan. This specific house and specific doors and windows must be modeled. Garden window shown on the plans is lager than 4x4. . ' Size affected truss for mechanical loads. Truss 11 and 4. How is continuous bearing provide for truss 5? Engineer is to size foundation and provide full support at all girder trusses with loads over 5000 pounds. And provide full support for all girder trusses. Provide connection for floor joist to Truss 2D. /Engineering submitted with this project is not stamped and signed by a licensed professional. Provide stamped and signed engineering. ,10' Braced wall line on front of building is not continuous through the building and you have trusses that are not supported on a braced wall line. Lateral analysis of these areas are required. Returned plans must be stamped and signed by the engineer of record. Structural review of this project will not be done until above items are submitted. After resubmittal as full non-structural re -review and structural review will be done. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -H The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees is $25.16 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Sheriff fees in the amount of $360.00 4. Complete and return Recreation and Park Fee form. Sincerely, Martha Whitney Plans Examiner cc: Northstar Engineering 0 • { 0 • PRC-ECT PROCESSING RF-v,0RD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP Ic q - 5 oD I 40 rj?,T& e4.AD gL'-�d-40-/X d SRC 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLEFAMILY, DUPLEXAND MISCELLANEO US ONLY Owner:�Building Permit Number: 400 --(goo Plans Examiner: A P. Number:. 0� -1'00 GENERAL: Zoning requirements - (number of permitted living units). Building permit valuation. 3 Plans signed by the designer.��� Proper description of work. on the application. fl. Existing violations on the property - 16 Recorded notice of violation. OT PLAN: r (une, 1. Complete parcel size and dimensions. �� 0 Arr� D 0 jAlesl-f Yor (r Setbacks, side yard, easements, etc. �� (�� 1 l oc o,+e d X Other buildings or structures. A: Grading, fills and/or drainage. _ �S Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).. FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: /Y. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). rou i e- 3q 3. Egress windows (Uniform Building Code section 310.4). ., Skylights (Uniform Building Code section 2409 & 2603.7).'-. l3" Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet.ba%'and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uiiifoii _ Plu&-bmi -""Code 509& 1213.5). Prohibited locations of gas heatinment (Un g`equipiform Mechanical Code 304.5). 1 (`) arage fire«allseparation - re'iired on garage side mcludwg supporting Vi and posts (Uniform rte, u�tl Building Code section 302.4 exception #3) s �. i'twIn P��-a—IDoje : -re i . 0 CPi (i �•� CJtiGAVine (, 11. Wood store location - Alcove clearance (UMC section 205 coed space & T23 uncon�e space . 12. Smoke detectors (Uniform Building Code section 310.9.1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 n 'jYa.ce& TRUCTURAL DETAILS: �� fru Conventional construction - Unusually shaped buildings (Uniform Building4o a sectron 230.5.4). -- 2: Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). Clerestory requiring balloon framing*and/or engineering. - Three story building requiring engineered calculations and plans. 5 Foundation plan complete enough to construct building. O.Floor construction details complete enough to construct building. 7: Elevations and wall construction details complete enough to construct buillg�w� Roof construction details complete enough to construct building. _ Rafter ties or bearing ridge beam. i Fireplace construction details and calculations if necessary. ,Cri to ee f 5 i7e �u o� Y � d- . Garage door header size(s). ►'�e4ralo(y Z b 7 Porch header size(s). . Stud heights. �� u/� TS — Xk,Expansive soil - special foundation design required. C p,•o��dec� Retaining walls requiring design. 1p6: u�de Special Inspection requirements. C,5hvlecPi a' PV/ yo 17.. Header sizes.moor . �e i 5�- . 'j'�rUjo Z- 8. Gypsum wallboard nailing inspection required. ;� CELLANEOUS ITEMS: 75, tairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 006):. } 2. Guardrails (Uniform Building Code section 509). =..Brick or stone veneer (Uniform Building Code section 1403). Exteriof plaster - weep screeds (Uniform Building Code section 2506.5). Roof prtch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). •f�- Roof covering'type'= (fire hazard). 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). 10,; Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). -1 Attic access and ventilation (Uniform Building Code section 1505). 12:. Combustion air for fuel burning appliances - LPG requii.ements. requirements. kkow 14 Energy design compliance and supporting documentation. Hpde( F5(cc)v � 75: Flashingat all exterior openings. � �i Vi �� �c`ce 16. CDF responsible area requirements. 17. Building Permit requirements: Nou lde 17.1. SRA. 0 C GUr �k 17.2. Flood elevation certificate. (yj rtc? o !��ra 17.3. Fire Sprinklers required. (arc e wkv'&O-,J (axl- or 17:4. = Special Inspection requirements. 17.5. = Use Permit conditions. i ; . 17.6. Sub -Standard Housing letter. (�_ Itu . Page 2 of 2 10 , CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ---------------------------------- Project Title.......... Stilwell Residence Date..09/11/00 07:09:29 Project Address........ Rancho Arroyo ******* --------------------- Chico, California *v5.10* " (Soo Documentation Author... Jim Peterson******* B in Permit # Northstar Engineering 9.13.Op 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence --------------=---------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2733 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 292 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 13.6 % of floor area Average Glazing U -value.... 0.5 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 8.7 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value R -value U -value Location/Comments Wall ------- Wood -------- R-13 -------- R-0 ------- R-13 ------- ------------------------ 0.088 Roof Wood R-11 R-27 R-38 0.025 Attic Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation -------------------- (sf) Value SHGC Shading Shading Fins Window Front (W) ----- 12.0 ------ 0.500 ------ 0.650 --------------- Standard -------------- Standard ----- None Window Front (W) 6.0 0.500 0.650 Standard Standard None Window Front (W) 15.0 0.500 0.650 Standard Standard None Window Front (W) 9.0 0.500 0.670 Standard Standard None Door Front (W) 20.0 0.500 0.650 Standard. Std�d,, None Window Front (W) 15.0 0.500 0.650 Standard Stan -a d C'p NI'tNone Window Front (NW) 9.0 0.500 0.650 Standard'q:cGicar None Window Front (W) 15.0 0.500 0.650 Standard narida ��� bne Window Right (SW) 9.0 0.500 0.650 Standard� � None Window Left (N) 20.0 0.500 0.650 Standard 'SardaQ. 0 none Window Left (N) 4.0 0.500 0.650 Standard Standard None T CERTIFICATE OF COMPLIANCE: RESIDENTIAL, Page 2 CF -1R - -------------------------------- Project Title.......... Stilwell Residence Date..09/11/00 07:09:29 --------------------------- ---- MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------------------------------------------------------- FENESTRATION Over - Area U- Interior Exterior hang/ Orientation -- - - - - - (sf) Value, SHGC Shading Shading Fins - - Window - - - - - - Left - - - - (N) - - - - -- - 12.0 - - - -- - - - - -- 0.500 0.650 --------- - Standard - - - ---------- - - Standard - - -- ----- None Window Back (E) 12.0 0.500 0.650 Standard Standard None Window Back (E) 8.0 0.500 0.650 Standard Standard None Window Left (NE) 9.0 0.500 0.650 Standard Standard None Window Back (E) 20.0 0.500 0.650 Standard Standard None Window Back (SE) 9.0 0.500 0.650 Standard Standard None Door Back (E) 18.0 0.500 0.650 Standard Standard None Window Back (E) 16.0 0.500 0.670 Standard Standard None Window Left (NE) 9.0 0.500 0.650 Standard Standard None Door Back (E) 40.0 0.500 0.650 Standard Standard None Window Back (SE) 9.0 0.500 0.650 Standard Standard None Window Left (NE) 9.0 0.500 0.650 Standard Standard None Window Back (E) 15.0 0.500 0.650 Standard Standard None Window Back (SE) 9.0 0.500 0.650 Standard 'Standard None Window Right (S) 4.0 0.500 0.650 Standard Standard None Window Right (S) 40.0 0.500 0.650 Standard Standard None HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Thermostat Equipment ----------------- Type Efficiency ------------ Location R -value Leakage Manual D Type Furnace 0.800 AFUE ------------ Attic ---------------- R-4.2 --------- No No ------- Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater ------------ ----------- Type Distribution Type System Factor (gal) R -value Storage Gas ------------------- Standard ------ 2 -------- ------ 0.61 40 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items ----------------------------------------- in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Natural Vent ��,�� ,{{�� Areae Ven°t0Heifjht. DEIOAHT� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------ Project Title.......... Stilwell Residence Date..09/11/00 07:09:29 ------------------------------------------------------------------------------= MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------=------------------------------------------------ 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 Name.... JIM PETERSON Company. NORTHSTAR ENGINEERING Address. 20 DECLARATION DRIVE CHICO, CALIFORNIA Phone... (530) 893-1600 License. DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed . 9- //-D,2 Signed. - of (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) AIPPROVE�p MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ----------------------- Project Title.......... Stilwell Residence Date..09/11/00 07:09:29 Project Address........ Rancho Arroyo ******* --------------------- Chico, California *v5.10* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers 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 0.30, 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(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: to comp.ly wi l^rE c 7 Y Gas Appliances �' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ----------- Project Title.......... Stilwell Residence Date..09/11/00 07:09:29 -------------------------------------------------------------------- I MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence I ------------------------------------------------------------------------------- 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- 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 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 UL181B 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. _ 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. f7r� 2. System is installed with: C"%, a. At least 36 inches of pipe between filter andsheater� for future solar heating. aEPqOTT" f?O Vt7 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 ACOA. 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 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 R-4.2 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 UL181B 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. _ 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. f7r� 2. System is installed with: C"%, a. At least 36 inches of pipe between filter andsheater� for future solar heating. aEPqOTT" f?O Vt7 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Stilwell Residence Date..09/11/00 07:09:29 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------------------------------------------------------- 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. 150(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. I COMPUTER METHOD SUMMARY Page 1 C -2R - --------------------------------------- Project Title.......... Stilwell Residence Date..09/11/00 07:09:29 Project Address........ Rancho Arroyo ******* --------------------- Chico, California *v5.10* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method ....... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 15.97 ---------- 13.39 ---------- - 2.58 = = Space Cooling.......... 13.97 14.22 -0.25 = = Water Heating.......... _ 10.43 11.26 -0.83 = = Total -------- 40.37 -------- 38.87 -------- - 1.50 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2733 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 292 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... FullYear 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..... Raised Floor 1 23792 cf 0 sf 13.6 0 of floor area 0.5 Btu/hr-sf-F 0.65 8.7 ft COMPUTER METHOD SUMMARY Page 2 C -2R --------------------------- Project Title.......... Stilwell Residence Date..09/11/00 07.09:29 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------------------------------------------------------- Zone Type -------------- LIVING Residence Surface LIVING 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall it Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Roof 17 Floor Orientation BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 2733 23792 1.00 Yes Setback 2.0 Standard No (W) 2 OPAQUE SURFACES (W) 3 Area U- --------------- Insul Act Window Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 227 0.088 13 292 90 Yes W.13.2X4.16 9 412 0.088 13 292 90 Yes W.13.2X4.16 11 9 0.088 13 337 90 Yes W.13.2X4.16 9 0.088 13 247 90 Yes W.13.2X4.16 337 0.088 13 22 90 Yes W.13.2X4.16 9 0.088 13 67 90 Yes W.13.2X4.16 9 0.088 13 157 90 Yes W.13.2X4.16 9 0.088 13 67 90 Yes W.13.2X4.16 9 0.088 13 157 90 Yes W.13.2X4.16 9 0.088 13 67 90 Yes W.13.2X4.16 9 0.088 13 157 90 Yes W.13.2X4.16 220 0.088 13 112 90 Yes W.13.2X4.16 354 0.088 13 112 90 Yes W.13.2X4.16 300 0.088 13 202 90 Yes W.13.2X4.16 135 0.088 13 202 90 Yes W.13.2X4.16 2733 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 340 0.037 19 n/a 0 Yes FC.19.2X8.16 LIVING 90 Standard/0.76 1 Window Front (W) 2 Window Front (W) 3 Window Front (W) 4 Window Front (W) 5 Door Front (W) 6 Window Front (W) 7 Window Front (NW) 8 Window Front (W) 9 Window Right (SW) 10 Window Left (N) 11 Window Left (N) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- •12.0 0.500 0.650 292 90 Standard/0.76 Standard/0.68 •6.0 0.500 0.650 292 90 Standard/0.76 Standard/0.68 •15.0 0.500 0.650 292 90 Standard/0.76 Standard/0.68 •9.0 0.500 0.670 292 90 Standard/0.7 Standard/0.68 •20.0 0.500 0.650 292 90 Standard/0. 6/ IRt ndard/0.68 -15.0 0.500 0.650 292 •9.0 0.500 0.650 337 90 90 Standar'd,fTS1zdc/r0.. Standard/0 5�' 68 -anndard/0.68 •15.0 0.500 0.650 292 • 90 Standards 0:76 St�a digd/0.68 9.0 0.500 0.650 247 90 Standar c 10 46�r�dard7,.&",,68 •20.0 0.500 0.650 22 90 Standard/0.764 ts�n68 •4.0 0.500 0.650 22 90 Standard/0.76 Standg-ra 0.68 PINI) C() ®Epi. COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Stilwell Residence Date..09 it 00 07:09:29 -------------------------------- I MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------------------------------------------------------- Orientation ----------------- 12 Window Left 13 Window Back 14 Window Back 15 Window Left 16 Window Back 17 Window Back 18 Door Back 19 Window Back 20 Window Left 21 Door Back 22 Window Back 23 Window Left 24 Window Back 25 Window Back 26 Window Right 27 Window Right System Type ---------------- LIVING Furnace ACSplit FENESTRATION SURFACES Area U- Act (sf) Value SHGC Azm Tilt ---- ----- ----- ----- --- ---- (N) •12.0 0.500 0.650 22 90 (E) •12.0 0.500 0.650 112 90 (E) •8.0 0.500 0.650 112 90 (NE) 9.0 0.500 0.650 67 90 (E) •20.0 0.500 0.650 112 90 (SE) 9.0 0.500 0.650 157 90 (E) .18.0 0.500 0.650 112 90 (E) 416.0 0.500 0.670 112 90 (NE) 9.0 0.500 0.650 67 90 (E) •40.0 0.500 0.650 112 90 (SE) 9.0 0.500 0.650 157 90 (NE) 9.0 0.500 0.650 67 90 (E) .15.0 0.500 0.650 112 90 (SE) 9.0 0.500 0.650 157 90 (S) •4.0 0.500 0.650 202 90 (S) •40.0 0.500 0.650 202 90 Minimum Efficiency ------------ 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 HVAC SYSTEMS ------------ Duct Duct Location R -value 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 Tested Duct ACCA Duct Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No No 0.767 12.00 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- 1 Storage Gas Standard 2 0.61 SPECIAL FEATURES AND MODELING ASSUMPTIONS Tank External Size Insulation (gal) R -value ------ 40 ---------- R- n/a ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, anJ, *** * * * verified during plan check and field inspection�� J� r�* This building incorporates non-standard Natural Vent Area or,Ver1t'�C-1iejght. �'` r COMPUTER METHOD SUMMARY Page 4 C -2R Proj ect Title.......... Stilwell Residence Date..09/11/00 07:09:29 ----------------------------------- MICROPAS5 v5.10 File-STILLWE Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -Stilwell Residence ------------------------------------------------------------------------------- REMARKS k z z. 6 Sti Hwel 7 ( Customer STILLWELL 03464845 ] Wed Jul 19 09:46:19 2000 Project: 717STILL Truss ID T-1 Family M 403 Span 28-6 Quantity 9 Top Pitch : 9/12 ACES -32 Ver.2.0, BSG (4/6/1999) PLATE OFFSETS (X-LEFT,Y-TOP): (j3-2, 11, ()7.2. 11, Ij11.3.2). Ij12.3,21. BOTT CHORD SPLICES:10-ii-BXBW/6:12-13-BXSW/B; 4 4-1-2 r 8-2-4 11-7-1214-4 ,17-0-4.20-5-12 24-6-14, 28-8 r 4-1-2 4-1-2 3-5-8 2-8-4 2-8-4 3-5-8 4-1-2 4-1-2 5X6 S 111_1. w4G 13 12 11 10 2X6 7X6 7X6 2X6 B-0 K5 9 DEFLECTION (IN.) L.L- 0.42, D.L-0.47, T.L-0.89 REACTIONS, SIZE: i--1518, 3.50 9--1518.3.50 UPLIFTS (LBS) : HORIZ. (LBS):1-499 FORCES - LOAD CASE 01 TOP CHORD: 1-2--2311, 2-3=-2212, 3-4=-1425, 4-5- 137 , 5-6- 137 , 6-7=-1'4'25, 7-8=-2212, 8-9--2317, BOTTOM CHORD: 9-10- 1826, 10-11- 1826, 11-12- 1495, 12-13- 1826, 13-1- 1826, WEBS: 2-13--233, 2-12--413, 3-12- 1099, 4-14--1842, 6-14--1842, 5-14- 434, 7-11- 1099, 8-11=-413, B-10=-233, TRUSS CHECKED FOR BO M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 ,TRUSS HAS BEEN CHECKED FOR 40.00 PSF ROOM LIVE LOAD PANEL 11 - 12, WITH 5.00 PSF CEILING LOAD 1UL 2 O 20 ()0 A-� I1'.•11i;\7:VG - i,�rili dc•.ci,,n lruruntcvc'rs nfti! RE. -1D :VUTF_.S' C)Ar TH/S:1.YD hEl'LR.SE.SIUI: BEFORE (�F+ Design valid 'for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of PPP component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, w1 53719 .MiTek Industries, Inc. 4-1-2 8-2-4 20-5-12 24-6-141 28-8 , 4-1-2 4-1-2 12-3-8 4-1-2 4-1-2 L. HL TO PK: 17— 1 1 ' R. HL TO PK :17-11 LEFT HEIGHT:0-7-1 SPAN: 26-8 RISE:11-4-1 RIGHT HEIGHT:0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 2-3-0.902 TOP CH0RO:2X6 SS GR OF—L TOP 16 10 BOTT 11-12=0.952 BOT CHORO:2XB No.2 GR OF—L BOTT 0 B LL.DEFL.@31=0.42 < L/240 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING:24.0 in D.C. UBC 97—ICSO,NDS,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L- 0.42, D.L-0.47, T.L-0.89 REACTIONS, SIZE: i--1518, 3.50 9--1518.3.50 UPLIFTS (LBS) : HORIZ. (LBS):1-499 FORCES - LOAD CASE 01 TOP CHORD: 1-2--2311, 2-3=-2212, 3-4=-1425, 4-5- 137 , 5-6- 137 , 6-7=-1'4'25, 7-8=-2212, 8-9--2317, BOTTOM CHORD: 9-10- 1826, 10-11- 1826, 11-12- 1495, 12-13- 1826, 13-1- 1826, WEBS: 2-13--233, 2-12--413, 3-12- 1099, 4-14--1842, 6-14--1842, 5-14- 434, 7-11- 1099, 8-11=-413, B-10=-233, TRUSS CHECKED FOR BO M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 ,TRUSS HAS BEEN CHECKED FOR 40.00 PSF ROOM LIVE LOAD PANEL 11 - 12, WITH 5.00 PSF CEILING LOAD 1UL 2 O 20 ()0 A-� I1'.•11i;\7:VG - i,�rili dc•.ci,,n lruruntcvc'rs nfti! RE. -1D :VUTF_.S' C)Ar TH/S:1.YD hEl'LR.SE.SIUI: BEFORE (�F+ Design valid 'for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of PPP component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotrio Drive, Madison, w1 53719 .MiTek Industries, Inc. Customer STILLWELL ( 03464846 ) Wed Jul 19 09:46:26 2000 Project N: 717STILL Truss ID T-IGE Family # 403 Span 26-8 Quantity 2 Top Pitch 9/12 ACES -32 ver.2.0,820(4/6/1999) BOTT CHORD SPLICES:10-11-7X8:12-13-BX6W/B: 4-1-2 8-2-4 11-7-112_ 4� 4 '2-8-4 17-0-4,20-5-12 24-6-14, 28-8 4-1-2 4-1-2 3-5-8 2-8-4 2-8 4 3-5 8 4-1-2 4-1-2 5X6 s 13 12 11 10 <5 1 4-1-2 8-2-4 ' 4-1-2 4-1-2 L. HL TO PK: 1 7- 1 1 LEFT HEIGHT:0-7-1 SPAN:26-8 20-5-12 12-3-8 RISE:11-4-1 24-6-14, 28-8 4-1-2 4-1-2 R. HL TO PK : 17- 1 1 RIGHT HEIGHT:0-7-1 LOADING (PSF)MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D- TOP CHORO:2X6 No.2 GR DF -L TOP 16 10 BOT CHORD:2XB No.2 GR DF -L BOTT 0 8 LL.DEFL.@0-0.00 <.L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in O.C. UBC 97-ICBO,NDS.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00. D.L-0.00. T.L-0.00. NOTES: (1) -Gable studs space() at 16 inches O.C. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom Chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noted TRUSS CHECKED FOR BO M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT,BLDG. CAT. I.EXP. CAT. C.18(10+8) PSF OL.100.00 MI FROM OCEANLINE(ASCE7-9: ® WW"AR.NING; i'rrifr Jc :i2r,._rrmun+r;r'r.c and RE 1 D NOTES OA' 77115 AND RE ERSF.SIDE BEFORE 1,!S;-- Design SEDesign valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component tb be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of thebuilding designer. For general guidance regarding fabrication, quality control. storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719 MiTek Industries, Inc. J U L 2 0 2000 ®R� rOnyq� ,919 1 D Customer STILLWELL ( 03468908 1 Weo Jul 19 15:03:27 2000 Project i': 717STILL Truss IO T-2 Family 403 Span 26-6 Quantity 2 Top Pitch : 9/12 ACES-:IZ Ver -2.0. tiJ0I4/b/it-j'i-U-1 PLATE OFFSETS (X -LEFT, Y -TOP): (j3.2, 1.51. (j7-2, 1.51. (711-3, 21. (712-3, 21. BOTT CHORD SPLICES:10-11-7XB:12-13-7XB; 4 4-1-2 8-2-4 11-7-1?14-4 17-0-4,20-5-12 24-6-14, 28-8 4-1-2 4-1-2 3-5-8 2-8-4 2-8-4 3-5-8 4-1-2 4-1-2 5X6 13 12 11 10 3X6 6X6, 6X6 3X6 B-0 K5 4-1-2 8-2-4 1 20-5-12 , 24-6-141 28-8_, 4-1-2 4-1-2 12-3-8 4-1-2 4-1-2 L. HL TO PK: 1 7- i 1 R. HL TO PK : 17- 1 1 LEFT HEIGHT:0-7-1 SPAN:28-8 RISE:11-4-1 RIGHT HEIGHT:0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 2-3-0.818 TOP CHORD:2X6 SS GR OF -L TOP 16 10 BOTT 11-12-0.849 BOT CHORO:2X8 No.2 GR OF -L BOTT O 8 LL.DEFL.@11=0.33 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMS - 1.25 PLATE - 1.25 SPACING:36.0 in o.c:. UBC 97-ICBO,NDS,ANSI/TPI95 REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 2 DEFLECTION (IN.) L.L- 0.33, D.L-0.37, T.L-0.70 REACTIONS, SIZE: 1--2403, 3.50 9--2403.3.50 UPLIFTS (LBS) : HORIZ. (LBS): 1-791 FORCES - LOAD CASE 01 TOP CHORD: 1-2=-3659, ' 2-3=-3502, 3-4=-2256, 4-5= 217 , 5-6= 217 , 6-7=-2256, 7-8=-3502, 8-9--3659, BOTTOM CHORD: 9-10- 2891, 10-11- 2891, 11-12- 2368. 12-13- 2891, 13-1- 2891, WEBS: 2-13--369, 2-12--654, 3-12- 1740, 4-14--2917, 6-14--2917, 5-14- 687, 7-11- 1740, 8-11=-654, 8-10=-369, TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT..10 FT, BLDG. CAT. I. EXP. CAT. C.IS(10+8) PSF OL. 100.00 MI FROM OCEANL I NE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM.CHORO PER TABLE 16-B, UBC -94 TRUSS HAS BEEN CHECKED FOR 40.00 PSF ROOM LIVE LOAD PANEL 11 - 12, WITH 5.00 PSF CEILING LOAD nn 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.), AND 1 ROW(S) OF .131x3 in. NAILS 11 iN.I'I � 8 /n NO04. For webs use 1 ROW of NAILS 12 in. o.c. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD QRoFESSIO CONTINUOUSLY BRACED @ 10'0"O.C. UATLESS RIGIDLY SHEATHED. LATERAL 7� 4� BRACING OF kVEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ° co0Nv ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS RE 'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES CO1 CV ENTARY AND RECOMMENDATION. �� a l %L - 1 •;;:ji drei n prr1*c11?:e1e,*c and READ NOTES ON THIS AND REVERSE -SIDE BEFO i 049919' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual -30-W building component 10 be installed and loaded vertically. Applicability of design parameters and proper incorporation of ® y component is responsibility of building designer - not truss designer. Bracing shown is for lateral suppon of individual C web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. I1 - Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance � OF I=A�1F0'q regarding fabrication. quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss --- Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. J 103468909 Customer STILLWELL Wed Jul 19 15:03:30 2000 Project #: 717STILL Truss ID T-20 Family # 403 Span 26-8 Quantity 6 Top Pitch 9/12 ACES -32 Ver.2.0, B10 (4/6/1999) PLATE OFFSETS (X -LEFTY -TOP): [j3-2, 1.51. [j7.2, 1.5), (j 11.3, 2), [i 12.3. 21. BOTT CHORD SPLICES:10-11-BXBW/B:12-13-BXBW/B: 4-1-2 , 8-2-4 ,11-7-1214-4 ,17-0-4,20-5-12 24-6-14, 28-8 4-1-2 4-1-2 3-5-8 2-8-4 2-8-4 3-5-8 4-1-2 4-1-2 5X6 C. 6KMce 13 .12 11 10 3X6 7X6 7X6 3X6 8-0 K5 9 TROJAI, 4-1-2 8-2-4 20-5-12 24-6-14, 28-8 ' 4-1-2 4-1-2 12-3-8 4-1-2 4-1-2 —' L. HL TO PK:.17— 1 1 R. HL TO PK :17-11 LEFT HEIGHT:0-7-1 SPAN:28-8 RISE:11-4-1 RIGHT HEIGHT:0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 2-3-0.967 TOP CHORO:2X6 2100f1.BE MRL OF—L TOP 16 10 BOTT 11-12-0.974 BOT CHORO:2X8 No.1 GR OF—L BOTT O B LL.DEFL.@11=0.45 < L/240 WEBS :2X4 STANDARD GR OF—L REPETITIVE STRESSES NOT USED SPACING: 72.0 NO. OF MEMBERS in o.c UBC 97—ICBO,NDS,ANSI/TPI95 - 3 DEFLECTION (IN.) L.L- 0.45, O.L-0.50, T.L-0.95 REACTIONS, SIZE: 1--5129, 3.50 9--5129.3.50 UPLIFTS' (LBS): HORIZ. (LBS): 1-1512 FORCES - LOAD CASE 01 TOP CHORD: 1-2--7798, 2-3--7295, 3-4=-4710, 4-5- 476 , 5-6- 476 , 6-7--4710, 7-8=-7295, B-9--7798, BOTTOM CHORD: 9-10- 6133. 10-11- 6133, 11-12- 4901, 12-13- 6133, 13-1- 6133, WEBS: 2-13--696, 2-12--1540, 3-12- 3464, 4-14--6070, 6-14--6070, 5-14- 1420, 7-11- 3464, 8-11=-1540, B-10--696, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 1.25 UNIFORM 1- 3- 206 3- 4- 236 4- 6- 156 6- 7- 236 7- 9- 206 9-11- 48 11-12- 288 12- 1- 48 TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM ff OCE��j%AN(L�INE�((�A[S�CE7-9: 3 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 7 in. o.c. (TOP CHS.), AND 2 ROW(S) OF .131x3 in. NAILS 9 in.�,bl,t6(HTv CW3'YO For Webs use 1 ROW Of NAILS 12 in. O.C. TOP CHORD BRACING Q 24- O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD v�2O Sl()/v CONTINUOUSLY BRACED @ 10'0-O.C. UN`LESS RIGIDLY SHEATHED. LATERAL d C1 �f�''•, tc BRACING OF WEB MEMBERS, WHERE REQUIREDARE AS SHOWN ABOVE. FOR tea , �4 1\•' -'' t� y• 'L f90s `'�� ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES A W R-' /A'G - 1',.ri.fv do i n Imrunr, 1rr.t unrl RI_:11) A"CITES ON THIS A ND REVERSE SIDE_ BE�I-P Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individualEE �- '-J7-W building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of RO component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual , IL web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. 1,,, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance Qf ('ti�il'� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB -�=_„ 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719 MiTek Industries, Inc. J ACES -32 ver.2.0, B1C (4/6/]999) PLATE OFFSETS (X -LEFT, Y -TOP): (j6.4, 21. 8-0 14-4 20-10-4 28-8 8-0 6-4 6-6-4 7-9-12 6X8 3 X5 5 TROJAN 8 7 03464848 ] 1X4 Customer STILLWELL wed Jul 19 09: 46: 38 2000 Project i1: 717STILL Truss ID T-3 Family q 222 Span 28-6 Quantity 9 Top Pitch : 9/12 - Seat cut 0-3-8 Bot pitch 5/12 ACES -32 ver.2.0, B1C (4/6/]999) PLATE OFFSETS (X -LEFT, Y -TOP): (j6.4, 21. 8-0 14-4 20-10-4 28-8 8-0 6-4 6-6-4 7-9-12 6X8 3 X5 5 TROJAN 8 7 1X4 5X6 5-0 13-4 , 20-10-4 28-8 - 5-0 8-4 7-6-4 7-9-12 L. HL TO PK:17-31 INTERNAL RISE:3-1-10 R. HL TO PK :17-11 LEFT HEIGHT:0-7-1 SPAN:28-8 RISE:11-4-1 RIGHT HEIGHT:0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 4-5-0.266 TOP CHORD:2X6 No.2 GR DF -L TOP 16 10 BOTT 5-6-0.427 BOT CHORD:2X4 N0.16Btr GR DF -L BOTT 0. 8 LL.DEFL.@6-0.11 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC,.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS 1 DEFLECT ION (IN.) L.L- 0. 11. D.L-0.12. T.L-0.23 REACTIONS, SIZE: 1--965.3.50 5--965.3.50 UPLIFTS (LBS): HORIZ. (LBS): 1=511 FORCES - LOAD CASE /1 TOP CHORD: 1-2-1170, 2-3--822 . 3-4--2351, 4-5--2389, BOTTOM CHORD: 5-6= 2032, 6-7= 702, 7-8= 870, B-1= 921. WEBS: 2-8- 116, 2-7--324, 3-7- 103, 3-6- 1916, 4-6--307, WEB 2-7 BRACED at 1/2 POINTS AS SHOWN ABOvE Note: Use 1x4 or 2x3 Cont.Bracing conn.w/2-BO naiIs. or T -brace of same.. size and grade as web conn. to narrow face w/10d nails 6 in. o.c TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT.BLOG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANL I NE (ASCE7-9: ® !('.•l/iA'!i•'G - ! iv i.;i dre1,!t l)araalrlrrs and R&I D :VOTE_.$ OA' THIS AND RF.V1iRSF S1DF 5F_FO'R C C Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual ' building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of Component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibi:ity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance =C regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation availatle from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Mitek Industries, Inc. J U L 2 0 2000 WJte _4 L V-7404L7�1 J Customer STILLWELL Wed Jul 19 09:46:57 2000 Project #: 717STILL Truss ID T-3GE Family # 104 Span .'28-B Quantity 1 Top Pitch : 9/12 ACES -32 Ver.2.0, 830 (4/6/1999) BOTT,CHORD SPLICES: 6-73X6: 4 7-4-3 14-4' i 21-3-13 28-8 7-4-3 6-11-13 6-11-13 7-4-3 -' 5X6 3 7 6 8-0 18-11-14 28-8 8-0 10-11-14 9-8-2 K5 5 TROJAi L. HL TO PK: 1 7- 1 1 R. HL TO PK :17-11 LEFT HEIGHT: 0-7-1 SPAN: 28-8 ' RISE: 1i-4-1 RIGHT HEIGHT: 0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP CHORO:2X6 No.2 GR OF -L TOP 16 10 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O B LL.DEFL.@0-0.00 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMS - 1.25 PLATE - 1.25 SPACING:24.0 in C.C. UBC 97-ICBO,ANSI/TPI9C- REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.00, D.L-0.00, T.L-0.00 NOTES: (1) -Gable studs spaced at 15 inches O.C. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord '(4) -Provide 1X4 plates at each end of gable stud unless Otherwise noted TRUSS CHECKED FOR 80 M.P.H WINO, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C, 18(10+8) PSF OL, 100.00 MI FROM OCEANL I NE (ASCE7-E a J U L 2 0 2000 V9 �tlIVO ®IEP \F� r;. , s� r :J . ® N:-1n.VING - 1'rrify des i;;n Ia:rcmere i's and READ .TOTES ON THIS AAD RF.1'LR.SE .SIDE liLFCiRLSL-' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of t x1 9-i component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual / web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. '-;: �,, �` f, f ^n,lt- Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance o rim regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB-� lI; yn``F� / 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719 MITek It1dU5tTl@S, Inc. - ) Customer : STILLWELL ( 03464849 Weo Jul 19 09:46:44 2000 Project #: 717STILL Truss ID T-4 Family # special Span 33-0 Quantity 5 Top Pitch 5.324/12 Bot pitch 3.5/12 ACES -32 Ver -.2.0. 1310 (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): (j2-3. 51. (j5.3. 51. -3; 2-0 8-3 16-6 r 20-8 26-8-8 33-0 .2-0 r 8-3 8-3 4-2 6-0-8 6-3-8 5X6 3 1X4 3X8 1X4 5X6 8-3 16-6 20-8 1 26-8-8 1 33-0 8-3 8-3 4-2 6-0-8 6-3-8 K5 s L. HL TO PK:18-7-13 INTERNAL RISE:1-9-2 R. HL TO PK :16-7-13 LEFT HEIGHT:0-6-6 SPAN:33-0 RISE:9-2-12 RIGHT HEIGHT:0-6-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2=0.323 TOP CHORD:2X6 No.2 GR OF -L TOP 16 10 BOTT 11-1-0.555 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 B LL.DEFL.@11-0.03 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE 1.25 SPACING:24.0 in o.c. REPETITIVE STRESSES USED NO. OF MEMBERS o 1 DEFLECTION(IN.) L.L- 0.03• D.L-0.03. T.L-0.06 CHORD: B-9 TO BE 2X4 STANDARD GR DF -L REACTIONS• SIZE: 1--956. 3.50 7--1550.3.50 UPLIFTS (LBS): 1-37, 7-290 HORIZ. (LBS): 1-116 FORCES- LOAD CASE #1 TOP CHORD: 1-2--1127, 2-3--554 , 3-4--596 , 4-5--605 . 5-6- 730 , BOTTOM CHORD: 6-7--640, 7-8--667. 8-9- 32, 9-10- 0, 10-11- 987, 11-1- 987, WEBS: 2-11- 131, 2-10--565, 3-10= 147, 3-8- 76. 4-8--261• 5-8= 1216, 5-7--1264, 8-10- 537, UBC 97-ICBO,ANSI/TPI95 WEB 2-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3.Cont.Bracing conn.w/2-80 nails, or T -brace of same size and grade as web conn. to narrow face w/100 nails 6 in. o. ` TRUSS CHECKED FOR 80 M.P.H WIND. ENCL. BLDG.. WALL HGT. 10 FT. BLDG. CAT. I. EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANL I NE (ASCE7-9 TRUSS HAS BEEN. CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16 -BJ I 0 20 0 0 dtin xce 0'�a ®WARNING - (i°rii' ' rirsi c ;r,rruurrrrt:c and READ NOTES ON THIS :1A'D REVI.RSE .SIDE yp Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual II ,g?9 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 0 7 component is responsibility of building designer - not truss designer. Bracing shown is for lateral supponfol individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, sic. age, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB-C � �F � 89 Bracing Specification, and HIB •91 Handling Installation and Bracing Recommendation available from Truss i"a '� C,410 Plate Institute, 583 D'Onofrio Drive, Madison, wl 53719 MiTek Industries, Inc. ACES -32 Ver.2.0, 1310 (4/6/1999) PLATE OFFSETS (X -LEFT, Y=TOP): [j2.3, 5), (j4=5. 3). Ij7=3, 21, (j8=4, 21, 6-3-8 [ 12-4 .16-6 F 24-9 ) 33-0 ( g -C) 6-3-8 6-0-8 4-2 8-3 8-3 4)( q ter., W4 /Z 1>411 1). C . Y12Ax - 11 a Cot�T �w� / _3 y"r 5X6 1X4 5X8 5X6 6-3-8 12-4 )16-6 H 24-9 ) [ 03464850 ) r 1 6-3-8 _ Customer STILLWELL WeC Jul 19 T-5 Family # 09:45:50 2000 special RISE:1-9-2 Project #: Span 717STILL 33-0 Truss ID Quantity 1 Top Pitch 6.324/12 RIGHT HEIGHT:0-6-6 No.16Btr GR OF -L Bot pitch 90/12 LL.OEFL.@7=0.03 < L/240 Bot Pitches: 10-11 3.5/12, GR DF -L STR.INC.: ACES -32 Ver.2.0, 1310 (4/6/1999) PLATE OFFSETS (X -LEFT, Y=TOP): [j2.3, 5), (j4=5. 3). Ij7=3, 21, (j8=4, 21, 6-3-8 [ 12-4 .16-6 F 24-9 ) 33-0 ( g -C) 6-3-8 6-0-8 4-2 8-3 8-3 4)( q ter., W4 /Z 1>411 1). C . Y12Ax - 11 a Cot�T �w� / _3 y"r 5X6 1X4 5X8 5X6 6-3-8 12-4 )16-6 H 24-9 ) 33-0 r 1 6-3-8 6-0-8 4 8-3 L. HL TO PK: 1B-7-13 INTERNAL RISE:1-9-2 R. HL TO PK :18-7-13 LEFT HEIGHT: 0-6-5 SPAN:33-0. RISE:11-4-1 RIGHT HEIGHT:0-6-6 fROJAP LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLA I tS: M--U-;'e_U, 1`J( L D TOP 5-6=0.3.23 TOP CHORD:2X6 No.2 GR OF -L TOP 16 ' 10 BOTT' 7-8=0.554 BOT CHORO:2X4 No.16Btr GR OF -L BOTT O 8 LL.OEFL.@7=0.03 < L/240 WEBS :2X4 'STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING 24.0 in o.c. UBC 97-ICBO,ANSI/TPIS! REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L- 0.03, O.L-0.04, T.L-0.07 CHORD: 9-10 TO BE 2X4 STANDARD GR OF -L REACTIONS, SIZE: 11--1382, 3.50 5--852.3.50 UPLIFTS (LBS): 11-131. HORIZ. (LBS): 11-115 FORCES - LOAD CASE 01 TOP CHORD: 1-2- 446 . 2-3--757 , 3-4--748 . 4-5--621 , 5-6--1193, BOTTOM CHORD: 5-7- 1044, 7-8- 1044, 8-9- 0, 9-10- 32, 10-11--408, 11-1--391, WEBS: 2-11--1168, 2-10- 1097, 3-10=-261, 4-10- 226, 4-8= 120, 5-8=-563. 5-7= 131, 10-8- 602 , WEB 5-8 BRACED at 1/2 POINTS AS SHOWN ABOVE Not e: Use 1x4 or 2x3 Cont. Bracing conn.w/2-8o naiIs,or T -brace of same size and grade as web conn. to narrow facelIw/SOd nails 6 in. o CHECKEDTRUSS FIND. ENCL. T. 00 - 00 MI FROM TRUSS HASBEENCHECKED FOR 10PSFNON-CONCURRENT LIVE LOAD TAND 0 A 8.00PSFIDEAD LOAD ON BOTTOM BCHORD PER 1TABLE 16 -BJ C 4r•([,IN jgS�E7-I TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTRdUOUSLY BRACED Q 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL Zn[Ssio BRACING OF WEB M]EMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR v Q ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH ISALWAYS REQ'D) REFER TO TPI PUBLICATION B-91 BRACING WOOD TRUSSES linvoAll l i rilr J_ ci n rar,rmr?rv:c irna RIi:1D A'07"L- S OA' TNLS AA'D REVERSE ID Ro Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual 1 _ buildingcomponent to be installed and loaded vertically. Applicability of desi n parameters and proper incorporation o1 )• `�� P Y 9 P P P P r component is responsibility of building designer -not Truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. nn . / r: 11 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection, and bracing, consult OST -88 Quality Standard, DSB-�nf 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719 • MITek Industries, Inc. ( 03464647 1 Customer STILLWELL Weo Jul 19 09:45:33 2000 Project N: 717STILL Truss ID T-6 Family #' 223 Span 41-0 Quantity 16 Top Pitch 6.325/12 Bot pitch 3.5/12 ACES -32 ver.2.0, 1310 (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): (j3.3, 51, [j5-3. 53, (j 10.4, 2). 3 6-3-8 13-6-12 20-6 27-5-4 34-8-8 41-0 6-3-8 7-3-4 6-11-4 6-11-4 7-3-4 6-3-8 5X6 4 12 B 5X6 5X6 (5 7 TROJAN 6-3-8 13-6-12 20-6 27-5-4 34-8-8 41-0 6-3-8 7-3-4 6-11-4 6-11-4 7-3-4 6-3-8 L. HL TO PK:23-2-1 INTERNAL RISE:4-1-12 R. HL TO PK :23-2-1 LEFT HEIGHT:0-6-6 SPAN:41-0 RISE:11-4-1 RIGHT HEIGHT:0-6-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L. D TOP 1-2-0.321 TOP CHORD:2X6 No.2 GR DF -L TOP 36 10 BOTT 10-11-0.426 BOT CHORD:2X4 No.16Btr GR OF -L BOTT O 8 LL.DEFL.@10=0.03 < L/240 WEBS ':2X4 STANDARD GR OF -L STR.INC.: LUMB v 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC 97-ICBO.ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS a 1 DEFLECTION(IN.) L.L- 0.03.0.L-0.04, T.L-0.07 REACTIONS, SIZE: 12--1394, 3.50 8--1394.3.50 UPLIFTS (LBS): 12-117, 8-117 HORIZ. (LBS): 12=144 ' FORCES - LOAD CASE Al TOP CHORD: 1-2- 446 , 2-3--852 , 3-4--920 , 4-5--920 , 5-6--852 , 6-7- 446 , BOTTOM CHORD: 7-8=-391, 8-9=-408, 9-10= 785, 10-11= 785, 11-12=-408, 12-1=-391, WEBS: 2-12--1172, 2-11-•1164, 3-11--428. • 3-10- 66, 4-10- 497, 5-10- 66, 5-9--428, 6-9- 1164, 6-8--1172, TRUSS CHECKED FOR 80 M.P.H WINO, ENCL.BLOG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C, 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 J U L 2 0 2000 AEft NAR \'/:\%t - 1'r°ri,%1Jr si;,vl lunnrtrtrrs rrnd READ NOTES O:\' THIS ANDREVERSE S// �E Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual No building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual _ web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. ilk, Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance rp •'.r0,t?t�,�`�-. �.���� regarding fabrication, quality control, storage, delivery, erection, and bracing,consult OST -88 QualityStandard, DSB• I-"�� �� 0C t 1 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. [ 03464844 J - Customer STILLWELL Wed Jul 19 09:46:12 2000 Project: 717STILL Truss ID T-7 Family 0 105 Span 13-6 Quantity 2 Top Pitch 9/12 ACES -32 ver.2.0, Bld (4/6/1999) PLATE OFFSETS (X -LEFT, Y -TOP): [j6-5, 1.5), 07.4, 2). [j8-5, 1.5), 3-7=1 [ 6-10 10-0-15 13-8 ,2-0 3-7-1 3-2-15 3-2-15 3-7-1 5'. 5X6 3 (6 s TROJAI 3-7-1 6-10 10-0-15 13-8 3-7-1 3-2-15 3-2-15 3-7-1 L. HL TO PK: B -6-a R. HL TO PK :8-6-8 LEFT HEIGHT:0-7-1. SPAN:13-8 RISE:5-8-9 RIGHT HEIGHT:0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE -OF LUMBER PLATES:M20-220,19C L D TOP 1-2-0.063 TOP CHORD:2X6 No.2 GR OF -L TOP 16 30 BOTT 5-6-0.551 BOT CHORD:2X8 No.2 GR OF -L BOTT O e LL.OEFL.@7-0.03 < L/240 WEBS :2X4 STANDARD GR OF -L SPACING: 24.0 in o.c UBC 97-ICBO,ANSI/TPI9� REPETITIVE STRESSES NOT USED NO. OF MEMBERS 2 DEFLECTION (IN.) L.L- 0.03, D.L-0.03, T.L-0.06 REACTIONS, SIZE: 1--4889.3.50 5--5025.3.50 UPLIFTS (LBS): 1-433.5-555 HORIZ. (LBS): 1-238 FORCES - LOAD CASE 01 TOP CHORD: 1-2--5893. 2-3--3987, 3-4--3987, 4-5--5893. BOTTOM CHORD: 5-6- 4643, 6-7= 4643• 7-8- 4643, 8-1- 4643. WEBS: 2-8- 2270, 2-7--1889, 3-7- 4616, 4-7--1889, 4-6- 2270, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.25 .1.25 UNIFORM 1- 5- 52 5- 1- 679 TRUSS CHECKED FOR 80 M.P.H WIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C„18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-5 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.). AND 2 ROW(S) OF .131x3 in. NAILS 5 in. ox (BOTT. CHS.) For Webs use 1.ROW of NAILS 12 in, o.c. O 2000 It•;�(�':\7:\'Cr l i•riJ�c dt'.tii�n purnnrt'!rv'.c amREVERSE� 4 .• `Z�,.J :, r. I READ �`nr -S D;v THIS AND SID i3 kR . Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance MCI! regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-{�,89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss TJX�1.IVl�. �`•, Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 'Q�k .,'+�a MiTek Industries, Inc. ` G,� c.ia At.C,a_�y' C 03464852 ) Customer STILLWELL Wed Jul 19 09:47:04 2000 Project M: 717STILL Truss ID T-8 Family # 101 Span 13-8 Quantity 2 Top Pitch 9/12 ACES -32 Ver.2.0,.B1Q (4/6/1999) 4; ,2-0 6-10 13-8 ,2-0 6-10 6-10 5X6 2 6-10 1 13-8 (4 3 TROJAi STR.INC.: LUMB — 1.25 PLATE a 1. REPETITIVE STRESSES USED DEFLECTION (IN.) L'.L- 0.00, D.L=0.00, T.L=0.00 REACTIONS, SIZE: 1--591, 3.50 3--591.3.50 UPLIFTS (LBS): 1-103, 3-103 HORIZ. (LBS): 1-119 FORCES— LOAD CASE r1 TOP CHORD: 1-2--367 , 2-3--367 , BOTTOM CHORD: 3-4- 288, 4-1- 288, WEBS: 2-4- 107, SPACING:24.0•in o.c. UBC 97—ICBO,ANSI/TPI9E NO. OF MEMBERS - 2 TRUSS CHECKED FOR 80 M.P.H WIND. ENCL. BLDG.. WALL HGT. 10 FT. BLDG. CAT. I. EXP. CAT. C. 18(1018) PSF DL. 100.00 MI FROM OCEANLINE(ASCE7-g 2 MEMBERS NAILED TOG.. W/1 Pow (S) OF .131x3 in. NAILS 12 in. O.C.(TOP CHS.). AND 1 ROWS) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. O.C. va �J A ll'AR A'/A'G I cri; dr.cign parurructers findREAD NOT E.S ONTHIS ANT) REI-F-RSE S•/UF_ /3EFC'9RL L Yf � Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ��� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- �� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. J u L 2 0 2000 ��U"rESrIU/�, . • 9419 .i, �FC,F CAL 6-10 6-10 L. HL TO PK: B-6-8 R. L TO PK :8-6—S LEFT HEIGHT: 0-7-1 SPAN:13-8 RISE:5—B-9 RIGHHT HEIGHT:0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP 1-2-0.107 TOP CHORD:2X6 N0.2 GR OF—L TOP 16 10 BOTT 4-1-0.082 BOT CH0RO:2X4 No.16Btr GR DF—L BOTT O 6 LL.OEFL.@4=0.00 < L/240 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE a 1. REPETITIVE STRESSES USED DEFLECTION (IN.) L'.L- 0.00, D.L=0.00, T.L=0.00 REACTIONS, SIZE: 1--591, 3.50 3--591.3.50 UPLIFTS (LBS): 1-103, 3-103 HORIZ. (LBS): 1-119 FORCES— LOAD CASE r1 TOP CHORD: 1-2--367 , 2-3--367 , BOTTOM CHORD: 3-4- 288, 4-1- 288, WEBS: 2-4- 107, SPACING:24.0•in o.c. UBC 97—ICBO,ANSI/TPI9E NO. OF MEMBERS - 2 TRUSS CHECKED FOR 80 M.P.H WIND. ENCL. BLDG.. WALL HGT. 10 FT. BLDG. CAT. I. EXP. CAT. C. 18(1018) PSF DL. 100.00 MI FROM OCEANLINE(ASCE7-g 2 MEMBERS NAILED TOG.. W/1 Pow (S) OF .131x3 in. NAILS 12 in. O.C.(TOP CHS.). AND 1 ROWS) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. O.C. va �J A ll'AR A'/A'G I cri; dr.cign parurructers findREAD NOT E.S ONTHIS ANT) REI-F-RSE S•/UF_ /3EFC'9RL L Yf � Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance ��� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- �� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. J u L 2 0 2000 ��U"rESrIU/�, . • 9419 .i, �FC,F CAL ( 03454B53 ) Customer STILLWELL Wed Jul 19 09:47:08 2000 Project #: 717STILL Truss ID T-9 Family # 101 Span 13-8 Quantity 2 Top Pitch': 9/12 ACES -32 Ver.2.0. B10 (4/6/1999) TROJA 1 6-10 ( 13-8 ) 6-10 6-10 5X6 z 6-10 6-10 13-8 t ( 6-10 L. HL TO PK: B -6-B R. HL TO PK :8-6-8 LEFT HEIGHT:0-0-3 SPAN:13-8 RISE:5-1-ii RIGHT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19E L D TOP 1-2-0.107 TOP CHORO:2X6 N0.2 GR OF -L TOP 16 10 BOTT 3-4-0.084 BOT CHORD:2X4 No.16Btr GR DF -L BOTT O 8 LL.OEFL.@4-0.00 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:24.0 in o.c. UBC 97-ICBO,ANSI/TPI9E REPETITIVE STRESSES USED NO. OF MEMBERS - 2 DEFLECTION(IN.) L.L= 0.00, O.L=0.00; T.L=0.00 REACTIONS, SIZE: 1--455, 3.50 3--455.3.50 UPLIFTS (LBS) : HORIZ. (LBS): 1-218 FORCES - LOAD CASE til TOP CHORD: 1-2--395 , 2-3--395 , BOTTOM CHORD: 3-4- 323, 4-1- 323, WEBS: 2-4= 107, TRUSS CHECKED FOR 80 M.P.H WINO, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE?-S NOTE: BRACE.VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END DETAIL, CONN. W/1X4 PLATES AT EACH END. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. O.C.(TOP CHS.),AND 1 POW(S) OF .131x3 in. NAILS 12 in. o.c'(BOTT. CHS.) For webs use 1 ROW Of NAILS 12 in. o.c. TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD ' CONTINUOUSLY BRACED @ I WO-O.C. UNLESS RIGIDLY SHEATHED. LATERAL MEM2 O 2000 BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEh1PORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.7FF�S1 q w `, • Y,Z Q/,r OjIM ®1EP E1 v 'A 1.1-A 11-:1R\'/,1'(; - 1.-rir rJ;'s;gn ptn'crrnr•Fr'rs III,(/ REND NOTESON TH1.S:lA'.7 REI'/iRSE SIDE6Ef'Oh'G'.Sf[� " ^rti 19 Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual P - component component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer _ not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. - �'� t Y P Y 9 Y 9 P Y min . rte \ %}� - ��i�, �� t Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance O regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- r 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss "--'—"� Plate Institute, 583 D'OnofrioDrive, Madison, WI 53719 MiTek Industries, Inc. . IC 03475107 ) Customer : STILLWELL Thu Jul 20 15:50:50 2000 Project 717STILL Truss ID T-10 Family M 101 Span B-0 Quantity 1 Top Pitch : 9/12 ACES -32 ver.2.0, BIC (4/6/1999) n W 2-0 4-0 8-0 2-0 4-0 4-0 5X6 2 X4 3 TROJAt STR.INC.: LUMB - 1.25 PLATE - 1.25 REPETITIVE STRESSES NOT USED DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T.L=0.01 REACTIONS, SIZE: 1--1194.3.50 3--1194.3.50 UPLIFTS (LBS): 1-327, 3-327 HORIZ. (LBS): 1-167 FORCES - LOAD CASE d1 TOP CHORD: 1-2--621 , 2-3--621 , BOTTOM CHORD: 3-4- 480, 4-1- 480, WEBS: 2-4- 185, SPACING:72.0 in o.c. UBC 97-ICBO,ANSI/TPI95 NO. OF MEMBERS - 1 TOP CHORD BRACING Qa 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COAAENTARY AND RECOMMENDATION. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C, I8 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16—B, UBC -94 d" pr} l ��C to li:aR.\'/.\'C • iiri/j' dc.ci; n pctnimeirrs rind READ NOTES ON THIS .-1 ND R£K£RS£ SIDE_ Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing 10 insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer..For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 lamina as fir_ r•r• MiTek Industries, Inc. C04Wi9 9-30-0, crviL 4-0 _ 8-0 , 4-0 4-0 L. HL TO PK: 5-0 LEFT HEIGHT:0-7-1 SPAN:6-0 RISE: 3-7-1 R. HL TO PK RIGHT HEIGHT:0-7-1 :5-0 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L TOP 16. D 10 TOP 1-2-0.235 BOTT 3-4=0.366 TOP CHORO:2X6 BOT CHORD:2X4 No.2 GR OF -L No.i&Btr GR OF -L BOTT O B LL.OEFL.@4=0.00 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 REPETITIVE STRESSES NOT USED DEFLECTION (IN.) L.L- 0.00, D.L=0.00, T.L=0.01 REACTIONS, SIZE: 1--1194.3.50 3--1194.3.50 UPLIFTS (LBS): 1-327, 3-327 HORIZ. (LBS): 1-167 FORCES - LOAD CASE d1 TOP CHORD: 1-2--621 , 2-3--621 , BOTTOM CHORD: 3-4- 480, 4-1- 480, WEBS: 2-4- 185, SPACING:72.0 in o.c. UBC 97-ICBO,ANSI/TPI95 NO. OF MEMBERS - 1 TOP CHORD BRACING Qa 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COAAENTARY AND RECOMMENDATION. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C, I8 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16—B, UBC -94 d" pr} l ��C to li:aR.\'/.\'C • iiri/j' dc.ci; n pctnimeirrs rind READ NOTES ON THIS .-1 ND R£K£RS£ SIDE_ Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing 10 insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer..For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 lamina as fir_ r•r• MiTek Industries, Inc. C04Wi9 9-30-0, crviL 03475108 iCustomer STILLWELI Thu Jul 20 15: 50: 51 2000 Project A: 717STILL Truss ID T-10GE Family M 101 Span 8-O Quantity 1 Top Pitch : 9/12 ACES -32 ver.2.0. 610 (4/6/1999) TROJAi 2-0 4-0 8-0 2-0 4-0- 4-0 5X6 s 4-0 8-0 4-0 4-0 K4 3 L. HL TO PK: 5-O r R. HL TO PK :5-0 LEFT HEIGHT:0-7-1 SPAN:6-0 RISE:3-7-1 RIGHT HEIGHT:0-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.19E L D TOP CHORO:2X5 N0.2 GR OF -L TOP 16 10 BOT CHORD:2X4 No.16Btr GR OF -L BOTT 0 8 LL.DEFL.@0=0.00 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING:72.0 in O.C. UBC 97-ICBO,ANSI/TPI9E- REPETITIVE STRESSES NOT USED NO. OF MEMBERS a 1 DEFLECTION (IN.) L.L= 0.00, O.L=0.00, T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches o.c. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom chord (4) -Provide 1X4 plates at each end of gable stud unless Otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG.,WALL HGT. 10 FT,BLOG. CAT. I.EXP. CAT. C,18(10+8) PSF OL,100.00 MI FROM OCEANLINE(ASCE7-5 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB NENIBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. 0ii,ONG DZii Ab, ® IIARNING - 1 *',riiv r/i,si n pnromr;frrs and READ ;VOTES ON THIS AND REVERSESID FfC11i7" Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual - building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ,9' �'r`-•�� component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing.to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection, and bracing, consult OST -88 Duality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. [ 03475109 ) ICustomer STILLWELL Thu Jul 20 15:50:55 2000 Project: 717STILL Truss ID T-11 Family 110 Span 41-0 Quantity 6 Top Pitch : 6.325/12 ACES -32 ver.2.0, Blo (4/6/1999) - TROJ At s 4; 6-10-2 13-7-3 20-6 27-4-13 34-1-14 41-0 6-10-2 6-9-1 6-10-13 6-10-13 6-9-1 6-10-2 5X6 4 12 11 10 9 8 1X4 3X4 3X8 3X4 1X4 6-10-2 13-7-3 20-6 1 27-4-13 1 34-1-14 1 41-0 • 6-10-2 6-9-1 6-10-13 6-10-13 6-9-1 6-10-2 (6 7 L. HL TO PK: 23-2- 1 LEFT HEIGHT:0-5-6 SPAN:41-0 RISE:11-4-1 R. HL TO PK :23-'2-1 RIGHT HEIGHT:0-6-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L TOP 16 D TOP 2-3-0.223 TOP CHORD:2X6 No.2 GR DF -L SOTT O 10 BOTT 11-12=0.535 BOT CHORD:2X4 No.16Btr GR DF -L 8 LL.OEFL.@30=0'.09 < L/240 WEBS :2X4 STANDARD GR OF -L SIH.INC.: LUMB - 1.25 PLATE - 1.25 SPACING 24.0 in o.c REPETITIVE STRESSES USED NO. OF MEMBERS.- 1 DEFLECTION (IN.) L.L- 0.09. O.L=O. 10, T.L=0.19 REACTIONS. SIZE: 1--1384, 3.50 7--1384.3.50 UPLIFTS (LBS): HORIZ. (LBS): 1-559 FORCES- LOAD CASE a1 TOP CHORD: 1-2--2374, 2-3--1931, 3-4--1456, 4-5--1456, 5-6--1931, 6-7--2374, BOTTOM CHORD: 7-8- 2073, 8-9- 2073, 9-10- 1709, 10-11- 1709, 11-12= 2073, 12-1- 2073, WEBS: 2-12= 108. 2-11=-417, 3-11= 311, 3-10=-612, 4-10= 999, 5-10=-612, 5-9= 311, 6-9--417 6-8- 108, UBC 97-ICBO.ANSI/TPI95 WEB 3-10: 5-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note: Use ix4 or, 2x3 con t.Bracing conn.w/2-80 nails, or T -brace of same size and grade as web conn. to narrow face w/100 nails 6 in. o TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLOG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C, 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE (ASCE?-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Qa 10'0-O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. ® WIR - IiTi%r rlr'.cic:n iurrameir•rs and READ :VOTES ON THIS AND REVERSESA � � usi,- % Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual VE building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- ^— 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss EVU Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. 00 Customer STILLWELL [ 03475110 J Thu Jul 20 15: 51: 00. 2000 Project #: 727STILL Truss ID T-11GE Family # 110 Span 41-0 Quantity 1 Top Pitch : 6.325/12 ACES -32 Ver.2.0, B10 (4/6/1999) 3; 6-10-2 13-7-3 20-6 27-4-13 34-1-14 41-0 6-10-2 r 6-9-1 �6-10-13 6-10-13 6-9-1 6-10-2 5X6 4 12 11 10 9 B 3X8 6-10-2 13-7=3 '20-6 27-4-13 1 34-1-14 41-0 6-10-2 6-9-1 �6-10-13 6-10-13 6-9-1 6-10-2 (5 7 TROJAN L. HL TO PK: 23-2- 1 R. HL TO PK :23-2-1 LEFT HEIGHT:0-6-6 SPAN:41-0 RISE:il-4-1 RIGHT HEIGHT:0-6-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP CHORD:2X6 No.2 GR DF -L .TOP 16 10 BOT CHORO:2X4 No.16Btr GR DF -L .BOTT 0 B LL.DEFL.@O-O.00 < L/240 WEBS. :2X4 STANDARD GR OF -L STR.INC.: LUMB — 1.25 PLATE— 1.25 SPACING:24.0 in o.c. UBC 97—ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS 1 DEFLECTION (IN.) L.L- 0.00, D.L=0.00. T.L=0.00 NOTES: (1) -Gable studs spaced at 16 inches O.C. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom Chord (4) -Provide 1X4 plates at each end of gable stud unless otherwise noteG TRUSS CHECKED FOR 80 M.P.H HIND, ENCL. BLDG.. WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C, 18(10+8) PSF DL, 100.00 MI FROM OCEANL I NE (ASCE7-9: TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOW NT ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH 1S ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOM ENDATION. R Opt ® WARA'/NG - Verify d( i n r;;rnrfrr.c (tilt/ READ :MUTES ON THIS AND REVERSE Slur r: vh%Z Pr l Design valid for use only with MiTek connectors. This design is based only upon parameters shown,.and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance r. regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- � M - 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss _ " Plate Institute, 583 D'Onoirio Drive, Madison, Wl 53719 MiTek Industries, Inc. 2000 �gON`� yG ��P' / 2 NO. C04P19 9- 5308654940 09/01/00 FRI 07:38 FAX 5308654940 TROJAN TRUSS COMPANY @1001 �s MiTek August 31, 1998 Trojan Truss Company P.O. Box 85 County Road 25 between 99 West and I-5 Orland, CA 95963 RE: Trusses Supporting A.C. Loads MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916) 631 8225 TELEPHONE (9161 631 7811 MiTek industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the en&eering is necessary. ff it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These miles only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. RY/ek cotjjv I, NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS 1-5 PROJECT �W FOP- JOB NO. -70-7C, _ LOCATION G 4 I I G O l Q DATE '�- I- OCD CODES: Uniform. Building Code, 1997 Edition RISC, Manual of 'Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 as--*, @ 28 Days Masonrv: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 Dsi @ 28 days Steel Reinforcing: A-615 Grade 40 for -4 and smaller 7-615 Grade 60 for n5 and larger Structural Steel: AS71.,1 -36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A5 t0 Grade :=. or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong-T'ie Or equal. Wood: Struct Lt Framing, Jo_sts & Planks. D.F. €2 Beams & Stringers, Posts & Ti r_bers : D.F. rl P1V'riOOd: A . P .A. Rate Sh2athi [ g, Grade CD, UBC Std 25-9 OR' OSB ofF e!_-- _,a1 or greater alloy,,cable stress �. 2"k 312' Glue -Lail i'i_r..ibc= �S'•IS _/: - _�, 190 .1-19 24F-`14 Co.:bi nation Ca-_-illeve=S. 2nF-:8 Combination LOADS. Roof Lire Load: Pse Fluor Li -,,e Load: -40 psf Seism C Zone _-,d Soa-ed -7 mph Exposure C lire no's 2 uz=J 1.:. =ss o'_herwise noted. Al1o%,iable Sor 1 . Bea__ na Svo ps_ ARE SPECTAT TNSPECT IO1NE R 7 T R ! R=_' ►.IU GENERAL: �_nv structi_ral O. nC`-�-- �t'�l _==`.S t^�l are not spec i fiCall',! a, --dr e -s -sea; i t^= -�1lo: ng calculations and or det ai i c 'a -re ueS e � ne'-"S and are n. resoonJ_.7--_LY o_ \r'-,'__-_�_^_ -_ _ nee=1 r-.:.-./e----L'....___� �.__ P a c o' ,%6�� �+��9y A) FI BY: JMR NORTHSTAR ENGINEERING 7/26/00 20 DECLARATION DRIVE JOB NO: 7076 CHICO, CA 95973 PG. OF (530) 893-1600 DESIGN OF UNIFORMLY LOADED WOOD JOIST OR RAFTER PER 1997 UBC. MEMBER PROPERTIES: SPAN = 8 FT TRIB. WIDTH = 1.33 FT LOAD 50 PSF Fv = 95 PSI Fb = 850 PSI E = 1.6 x 10E6 NOMINAL DEPTH = 8 IN Cf = 1.2 Cr = 1.15 F'b = 1173 PSI ACTUAL DEPTH = 7.25 IN AREA = 10.9 IN2 REQUIRED AREA = S = 13.1 IN3 REQUIRED S = I = 47.6 IN4 REQUIRED 1 USE 2 X 8 D.F. # 2 . @ 16 INCHES O.C. CANTILEVER SPAN = 4 FT MAXIMUM MOMENT = 6.4 KIP -IN 4.2 IN2 OKAY 5.4 IN3 OKAY 9.6 IN4 OKAY S = 5.5 IN3 OKAY FOR CANTILEVER SPAN By: MEM . N rthStar 20 DECLARATION DRIVE Date: 9/l/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 530-893-1600 Page of FAX 530-893-2113 0 9-1-00 BEAM AT GARAGE P P w MAXIMUM SPAN LENGTH (Lspan) = 16 FT CONCENTRATED LOAD (P) = 5129 LBS 18- Lspa; UNIFORM LOAD (w) = 1518# / 2- = 759 PLF (FOR LOAD INFORMATION REFER TO TRUSS CALCULATIONS BY "MITEK INDUSTRIES, INC.") DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 51/8"x16 1/2" 24F -V4 GLU-LAM IW/ 6X6 DOUGLAS FIR LARCH #1 POSTS ON BOTH ENDS FOOTING UNDER GARAGE BEAM MAXIMUM REACTION (P) = 8.32 K CHECK SOIL BEARING (q) = P / (W " L) = 1.33 K < 1.5 K OK WHERE WIDTH OF FOOTING (W) = 2.5 FT LENGTH OF FOOTING (L) = 2.5 FT USE: 2.5 FT WIDE 2.5 FT LONG 1 FT THICK W/ 3- #5 EACH WAY FOOTING UNDER GIRDER TRUSSES 1Q MAXIMUM REACTION -(P) = 5.13K CHECK SOIL BEARING (q) = P / (W ` L) = 1.28 K < WHERE WIDTH OF FOOTING (W) = 2 FT LENGTH OF FOOTING (L) = 2 FT USE: 1.5 K OK 2 FT WIDE 2 FT LONG 1 FT THICK W/ 3- #5 EACH WAY Nor thStar Engineering Title: 20 Declaration Drive Dsgnr: MEM 530-893-1600 Description Scope Page Rev. 510001 General Timber Beam Description Beam at Garage Date: Job # 7076 General Information @ Left @ Right Camber: Section Name 5.125x16.5 Center Span 16.00 ft .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 16.500 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 0.0 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Right Cantilever... Load Dur. Factor 1.000 Fv Allow 165.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi ... Length/Defl E 1,800.0 ksi Wood Density 34.000 pcf Trapezoidal Loads #1 DL @ Left 759.00 #/ft LL @ Left #/ft Start Loc 0.000 ft DL @ Right 759.00 #/ft LL @ Right #/ft End Loc 4.000 ft #2 DL @ Left 759.00 #/ft LL @ Left #/ft Start Loc 12.000 ft DL @ Right 759.00 #/ft LL @ Right #/ft End Loc 16.000 ft Point Loads Dead Load 5,129.0 lbs 5,129.0 lbs lbs lbs Live Load lbs lbs lbs lbs ...distance 4.000ft 12.000 ft 0.000ft 0.000ft Span= 16.00ft, Beam Width = 5.125in x Depth=16.5in, Ends are Pin -Pin Max Stress Ratio 0.782 : 1 Maximum Moment 27.2 k -ft Maximum Shear* 1.5 Allowable 46.3 k -ft Allowable Max. Positive Moment Max. Negative Moment Max @-Left Support Max @ Right Support Max. M allow fb 1,405.00 psi Fb 2,388.86 psi 27.23 k -ft at 8.000 ft 0.00 k -ft at 16.000 ft 0.00k -ft 0.00k -ft 46.29 Reactions... fv 129.10 psi Left DL Fv 165.00 psi Right DL lbs lbs lbs lbs 0.000 ft 0.000 ft Shear: @ Left @ Right Camber: @ Left Center Span... @ Center Total Load @ Right 8.32 k Max 8.32 k Max Beam Design OK 10.9 k 14.0 k 8.32 k 8.32 k 0.000 in 0.604 in 0.000 in 8.32 k 8.32 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.403 in -0.403 in Deflection 0.000 in 0.000 in ...Location 8.000ft 8.000ft ...Length/Deft 0.0 0.0 ...Length/Deft 476.6 476.63 Right Cantilever... Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 NorthStar Engineering ` 20 Declaration Drive 530-893-1600 Page Title : Dsgnr. MEM Description : Scope : Fl - 510001 General Timber Beam Description Beam at Garage Stress Calcs Bending Analysis Ck 22.210 Rb 0.000 Sxx 232.547 in3 Area 84.563 in2 n a95 Date: Sxx Req'd Max Moment @ Center 27.23 k -ft @ Left Support 0.00 k -ft @ Right Support 0.00 k -ft Shear Analysis @ Left Support Design Shear 10.92 k Area Required 66.162 in2 Fv: Allowable 165.00 psi Date: Sxx Req'd Allowable fb 136.77 in3 2,388.86 psi 0.00 in3 2,388.86 psi 0.00 in3 2,388.86 psi @ Right Support 10.92 k 66.162 in2 165.00 psi Job # 7,076 Bearing @ Supports Max. Left Reaction 8.32 k Bearing Length Req'd 2.901 in Max. Right Reaction 8.32 k Bearing Length Req'd 2.901 in Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 8.32 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in i {+..•.,, �> �r +r rl�.�'rr^+.-,,.,R.. -. .....v,.: -. ..r-...,,,.,,r,jvr•..,,ih,y�++we.sr^'•+.«w•r........y.,;�,.r.,•'. Txr,,.�1r.nMr+^i4r, w�. ,,,•M Y BUTTE COUNTY PARKS DEVELOPMENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number (s) q o --0(0 Property Owner s l �e1 l (5 �� /crrPl � °� S�?s0 one - Project Location/Address I Lf 4Yawo Ln, Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) Total Number oft `DW'elling Unit's ... .... - r Comment: Building repat�ent Repres nt tive 8-0--3-00 Date _Non -Residential to Residential v v 4* Chico Area Recreation and Park District(CARD) certifies that `cin 4 SOZcinn2 S-+1 Iwai (4plicant Name) )y8-' RolncGo arroyo _Lanom. 530 -itis-s Zq s (Phone Number) (Street Address) (City) (State) (Zip Code) has, complied with ;the ,irgquiremei Yts� of;, Butte Co.-- Resglutiont•,No: 90-140, by payment for dwelling units @ $1,189 for total payment of $ CARD Representativedr Date PAID BY CHECK NO. )� BANK NO. 3 p PAID BY CASH r RECEIPT .NO. Distribution: REMARKS: 4` 09/08/00 #2075 12-07M ',4;;ff nIG!_ $1189.00 White --Applicant Yellow --Butte Co. Buildirig Dept. Pink --CARD Goldenrod --City of'Chico Building Dept. park.fec (form revised 11/90) •-.. �..+-� -...r" _.•'.•.- �-•-'Y+--�i ..., •w...y1 �,•.-��wr--n�..+f;.w�:.4,pc.'vrt t.er'+�t�„�y-jl�!>.:; .�Ifw�t�..- r •-••-..... ,, ..,ate ,... �..� r. .. _ _ .- �.. ti ` BUTTE COUNTY SCHdOLS IMPACT FEE CERTIFICATION.FORM ", (One form per Building) .$ fi�School District 0i fU/� e6( • A.P. Number ( p� I co 'IJ�QJ Jurisdiction: City Property Owner Property Location/Address '.Lip 7 C� Subdivision Residential Development Commercial/Industrial`- NP. Aridrtinn Building Department No. County ; ) ZG n n e_ CEO Lot No. ...................:......................................................:.....................................: u Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # *(No foundation inspection): .... ........ ...... ...... ....... >F' i rWwwA/4 ('Sq. Footage (Including Exterior Roofed Areas) Date moor rians reviewea oy acnooi uistrret versonneo District Identification No. O 0 L S School District certifies that Suzanne .J'5.l f t (Applicant) „y )1M Qancho Q(Ko o 1-`1 C 31V5-5 -15 (Street Address) (Phone Number) 0�) I CU UIT q5, 73 (City) (State) I(Zip Code) has complied with the requirements of Resolution No representing square feet. School District' Representative ► r 7 S' t Paid by Check # Remarks: `7 9 1- oy by payment of $ i AB 2926 $ FULL MITIGATION $ 'C' ( ; 1 111 I Date t 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(x), within 90 days from the date fees -are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency.that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feetorm.xis 110/98)dmm 1 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. :-- Please complete and. return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building perm*, ijM . —be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed propertyimprovement N : YE ] O[ ]. Z. I HAVE HAVE NOT[ ] $in d an: appficatiori for a budding permit for 'the . proposed ork.... 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. - . 4. I plan to provide' portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: '. NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following -perm ns to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: _-=:r.RGi::i�1►11 1: C _SATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. :6?c..;,....?�'.Ng'S�vi,:i;✓�%..14�,'�9 Y, ,yi ??����,, 7i )�. , crf.::. •v::Lµ,i'rc;n,.,� %n . <c' �' D Jd3, 3 >i t:'�4'i ;f7 •"v �i ��,f�� ' Ott - - ^' —_ .,;... •'.4:U: 'fiC,e•...'2"�" Dear Property Owner:' An application for a building permit has been submitted in your name listing yourself as.the builder of . . property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your o ork, with. exception of various trades that you plan'to subcontract, you should be aware of the followin ' ormation for yo benefit and protection: 0 If you employ or othe engage any.perso' other than your immediate family, and the work (including materials and other co ) is 500 or more or the entire project, and such persons are not licensed as contractors or subcontra tors, tii n you may an employer. 0 If you are an employer, u mus re ' er th the State and Federal Governments as an employer and you.are subject to several obligatio incl g state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions` . 0 There may be financial riskifor you if you do not carry out these obligations,'and these risks are: especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your y obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial C Accidents. If the structure is intended for sale, property owners who are not licensed contractors are.allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that'you are aware of these matters. The building permit will not be issued until the verification is returned. . Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. .. 100 Z 2.27 47Zk+C_ Z -)o i. 042-100-063 . ' , 1" 00-1399 . 1 , STILLWELL, RON -, RANCHOARROYO, :HIC000NTR: OWNER 0 LOT DEVELOPMENT. : `OFFICE COPY ll Addres ow eA v 0 0 GAS Meter By Date ELECTRIC A6Z Oa Meter By Date T COUNTY OF -BUTTE -DEPARTMENT OF DEVELOPMENT- SERVICES -BUILDING DIVISION r 4,1 •4 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT'NO. (Rev. 12/96) APPUCATIONANY PERMIT 6 '"/!�ff ASSESSOR PARCEL NUMBER 0 - 1/ ) 0 ` /� (V1 1 ZONING BUILDING PERMIT OWNER r ►ll w ?R --,,i S, e ! TELEPHONE �� _ �1 r, y� SQ FT, OCC. BUILDING VALUATION OWNER'S MAILING �ADDRESS 3 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other OP 90 u E' j .) �h f rt /M1 SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑/ Utilities ❑ Installation ❑ Other ❑j Describe Work: we ( Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LESS Main Service zoOA OR LESS 23.00 n LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ` X - Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( sD , rNjON-RESID. MULTI -OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FDLTURES 20 B @ I.00 50 LNS Ex. Occup. ounFrs AEES,6.DFRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ G MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE / TOTAL FEE $ bnot HAZ. D. FEES IMP I FLOOD CDf PARCEL PD I HD ISSUE i 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. T / By i " Date : ! ' PERMIT EXPIRES 'ON I eDate Receipt No. 1 -7 {% WHITE-D.D.S.-B.D. ANARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ( A. L. r/. ll- NorthStar Y ENGINEERING Civil Engineers • Planners • Surveyors ' I made a site visit to Ron Stillwell Residence to review the correction items that you have addressed. I had them add new collar ties and two braces to the ridge. The braces Will help the span of the ridge. I fill this will be sufficient. Thank You, Jim Peterson 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 7 County Center Drive Oroville,-(,ai ifornia 95965 • Telephcne 15.31)) .538.75,11 APPLICA"a ION AND PERMIT PERIMI t, t .• _ , .asea:o�..AeaNu�leol _f roNINO BUILDING PERMIT 7w«tI1 - ne S -e►o.a.K 3_ SG. F- _ I GCC. _ BUILDING VALUATIONAg .---.',-..---"---'--' -- •7WNO17 kWu ADORQsO •i 161/0-im AaV1 1. CONTRACTOWS NAale =NC COWRACTOR7 WAJNO ADORE= CONSTRUCTION UMOI _Fireplace I 1.e04101!Rs wAluNo AooAds • '1i Total Valuation i S ARCHITECT OR ENOMM ' uCeNea NO. Filing Fee 2 0. 0 Permit Fee t AAcm"cr aR 9#0011r011s rAuw ADORM I� Plan Checking Fee ti WILD" i°DAM >' 1 Energy Plan Checking Fee = b f. ;I PERMIT FEE _ LOT N0 s"0n W' PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 910uplex C3, Mobilehome, t3 Othw 0~ ". Soler or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 _' TYPE OF WORK ' ' ' Y _ Newy ❑ Addition ❑ /Rernoodd ❑ UttMes ❑ Ins0siet�im C3 Odw C3Buildin Describe Work: (��j ,707P , 2 Oj�r!- [/ e�?00 � Gas piping stem t - 5 outlets t 5.00 Cfi sewer 15.00 Mobile Home i S ! G w I @20.00 PERMIT FEE _ /G0 I ELECTRICAL PERMIT I FiHng Feel'20.00 .00V R S Main Service noon aOn mss 1 1 23.00 • " 2 / J ))) 'EX. 3" r - r j' 1 • i Main Service 20M ro $00" 48.00 NEW CONST. OWELLINO OCCUP. 3.5eso. OR ADONS. a ACC. BIDS. R. NEW wu�rwun Er NOKRESiM CONST. i @7.50 P,0r APPARATUS a sOurLU cm Occup. our -Er OR FORUREB 20'a YoO W.L. .w EX. Occup. =07 m 16.10 A I 5.00 Temporary Service 1 23.00 Mobile Home Facilities 1I 20.00 Misc. Wiring 23.00 PERMIT FEE! S ,Gd MECHANICAL PERMIT Filing Fee 20.00 Heating_ Cooling Hood 8.50 ventilation PERMIT FEPE f Mobile Home Installation Fee S Energy Inspection Fee $ D" CONST type TOTAL FEES , Gil I Yuz. o. rte I ,mp ADoo COF i oAAcel vD Y,D muf I I This permit .s hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above fa which fees hew been paid. By Date PERMIT EXPIRES ON J7.Ju JUL-19-00 WED 07:43 NORTH STATE ELFC & PUMP -5308910793 P.01 PRUDEVrJ.1L. (;AL1 F. 1tL:1 A k Ilk CqA MY z . W IVVi Vnv i A - — BAST $19.96' f I Sll ( Irl �� ov N hl n ° D rq r► W w W uk J EAST 518.96' / Y « y. cn CD CD o -x\ Up.t. \v co 105 P/M 53 ,� ;ur- ILIA w 102 P/M 72 1'73 i N 45 a''w R_ ,I'. b + INTER -DEPARTMENTAL MEMORANDUM TO. BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �i'-/�,(/ZL_ SEPTIC: WELL: AP#: a—ADDRESS/LOCATION: r 3 Comments: ° t GL/memos/releasehold • ACOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephone (530) 538-7541 PER MIT NO. (Rev.12/g6) APPLICATION AND PERMIT `:7 If r ASSESSOR PARCEL NUMBER I'1 _ ` /� 1V� ZONING BUILDING PERMIT OWNER C rIL w� TE P"c�°r,�- 5-.Yy SQ FTOCC. BUILDING VALUATION .OWNERS MAILING_ADDRES Q �`D��� C`�� CONTRACTOR'S NAME w TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS .r-�..� O ��� �� Energy Plan Checking Fee $ $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE �1 / SF ❑ Duplex ❑ Mobilehome ❑ Other f' vee (� R' SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑/ Utilities ❑ Installation ❑ Other Describe Work: W L' l Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W 1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20OA OR LESS 23.00 Z 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, ( g ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP, OR ADDNS. 6 ACC. BLAS. SO 3.5¢FT. NEW CONST. MULTI -OUTLET NON RESID. BRANCH CIRCUITS@7.50 POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1000 B .5 Ex. Occup. ountrs AE=.oEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE 1 $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) gI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with lopse provisions. X Date Signature of Ap cant - Ow er ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee $ occ _ CONST. TYPE TOTAL FEE $ 66 -� HAZ D FEES IMP FLo00 COP PARCEL PD HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �Q� By .@�(XIVW. Date tob.71a -0 PERMIT EXPIRES ON 9 ate Receipt No. WHITE-D.D.S.-B.D. A ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ri;�41 611WA n = OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property ' provement : YES � ... NO O . . 2. I HAVEq HAVE NOT 13 signed an application for a building permit for the proposed work 3. I have contracted with the following person. (firm) to.pmvi*, ,tbe .proposed construction: NAME: ADDRESS: CITY:.. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:. PHONE: ' CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persoris to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNE : SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER i OWNER BUILDER INFORMATION Dear Property Owner: L-11• An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and. to have'a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If yoti pled to do'j►our own work, with the exception of various trades that you plan to sulicontracf you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including,materials and other costs) is $300 or more for the entire,project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +Mage1r.,'B2i1diirng ��� a, C.B.O. [nspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER pp�1�'� 7D CFIIC '�"" ❑ APPROVED : FIEALTFI Ef-(S peptic;! •cll i TIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit a: C) (2> Dater �- General Information (1 `l g 75 Owners Name: f )� LL J� Parcel Acreage: _ S 0 P Owners Address: Building Site Address: t-0 ! Propel& Information Permit Tvbe: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home a SFD ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel, ❑ Septic S Well ❑ Other Zone District: /`'1 _ Date of Zoning Ordinance: General Plan: D -F C__ Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement Nitrate Action Plan Violation Area Specific Plan Enterprise Zone Floodplain Watershed Protection Zone jjNo ❑ Yes, check use .Minimum Acreage: No ❑ Yes No ❑ Yes %No ❑ Yes ❑ Chico ❑ D2N ❑ Residential Accessory Io-_�-)� ❑ Cohasset IS No ❑ Yes, check use � I ► 9 ❑ No E3 Yes 8 S Zone: Panel Number: -W No ❑ Yes Pr000sed Use Complies With: ' General Plan �` Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Us Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes aoolicable Setbacks: Z oning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front Side ' e street LHen int Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ® Map Date of Recording: I — I ^ 87 Lot: ❑ No ❑ Yes ❑ No ❑ Yes rl1 Block Book: l PI ge•' �-3 Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: ScNo-oL -�,� i AND WHEN RECORDED MAIL TO: it `---., 10 GD —10 GD 3 1 4 8 9 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:42PM 14 -Aug -2000 REC FEE 7.00 COPIES 1.00 PENALTY 3.00 Kristy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �ilt Dt CY D -jam j. {r,.rel /� S Sw�zc �I/iGD ! 7'�xG .SfA7/L of�'9 �u a � flF G� �a �5 7�c�/'� beD ,AS -�l1�5 • �R��L 1 = ��� 3� � V^1 �IBVG'�,� /3, /987, Z'� 800• /p q � � S Ayx' 3� • ��� ®yZ �/��"Fto3 - � /P' �o� !i/il�+� .i�o.rJ �s'�'Gl�S1vC / /L't3 ��D � kfrl.I}ir$ �ii�3CwrtC��rif` �Y�Sr �•� S+ As atR��J O.J �t•¢t'C�.�� f ASG i`1�11 � � :J 7�frc a+�t� cit" 3S 9i 3u�11f/ •+ls����(iq/. ' O^i �t /' 13 IM7 jAl BMXkf A� ,�:5 E'rc' f�j' Al/?liiA/`�., /.y: .v.iSi.►,✓ .3•rav�vr ptC' /ALT Date PROPERTY OWNERS: k�r•i lr�D >y �� P� i State of California ) County of U(//'V ) O V ebe r e,/ personally appeared PSI'. luxll l,J ersonally es kne(or roved to me on the basis of satisfacto evidence to be the perso s) hose namis s/ re ubsc ' ed to the within instrument and acknow dged to me that helsh e x uted the same in his er �eI uthorized c it yes and that by his/her/ ei ignatu s) n the instrument, the perso (s r the entity upon behalf of which the perso (s) cte , executed the instrument. WITNE my hand and official seal. AAAAAAAAAAAAAAr Signatu Seal: DANICA HERMAN COMM. f 1199046 m NOTARY PUBUC•CAUFORNIA y < COUNTY OF BUTTE w A.P. #�2_.- ���Q T Comm. Expires Oct. 18, 2002 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 2000-0031489 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:42PM 14 -Aug -2000 REC FEE 7.00 COPIES 1.00 PENALTY 3.00 Kristy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: L��v r•r�a -Th ip&re; i s S�i�zcq* ,V 7%,e -St rr4rV'A?*•4%'9 Con i V' 12L0c ,,qs?4ma- 3' Aes .5hcx.�.J 0�% ?� G'erbgiv pr?zc /'fiPp� i Al 77w— 6ygtZ oAJ ,t1eveo• ',a�' i3, 1987, z'.) 8ovk /v9' W s A7 0 3�;�srswts �� Amo ptc/aft c. fs"$ f}S e, -IA) OAJ?ji•4�'L'�/' `� 1 C /y/fip' 14W-- del xe or 1.vBgaK„�s�f%P1�i � ��RY65 AIt?J%����Jc.3/j w..rli.►,✓hcao�+s� p,�' �LZ' Date PROPERTY OWNERS: Z�Sc�i asD ,yc n!. State of Caldornia County of 6,t'r'+-4F- ) O V Q CW be ore e,11 / P(n b I i personally appeared P,,>� I 1 i ersonally k�eee (or roved to me on the basis of satisfactory evidence to be the perso s) hose nam s / re bsc ' d to the within instrument and acknow dged to me that he/sh e Rsuo' ted the same in h' er ei uthorized c ncte and that by his/her/ ei ignatu s). n the instrument, the perso r the entity upon behalf o which the pe (s) executed the instrument. W my hand and official seal signatu �-Mimseal: DANICA HERMAN h COMM. / 1199049 NOTARY OF BUTTE u w A.P. #�2_- ��jrj - QT_ Comm. Expires Oct. 18, 2002 I BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT /e) Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. /O 3 ZONING OWNER PHONE NO. OWNER'S ADDRESS A ` I LOCATION OF BUILDING L L ,q USE OF BUILDING %a4• C�tS SIZE OF STRUCTURE � ' � X _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLWR TYPE ESTIIu+ATE�QOONSTRUCTI $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: i i 20 2 FRONT SIDES IA44"— REAR - AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Permit Fee - $60.00 Receipt No.3a'ml Signature of Owner The above described AG Building is exempt from ;�ilding Wmit. Manager Building Divisio i4WV70�"— By White — DPW, Yellow — Assessor, Pink — B. I.; Goldenrod — Applicant Date 212 saA ❑ ON ❑ :paJnnbab S7uawanadwl a5eu!ejo pue peca )yDiaH OZ� Jaypo JD umo4$ se )10 aie quawaimbaa 6u!de:)spuel ❑ :6u!deospuel �eaa =�� SM I!w j-. W I .u I .www M fx+lpl!ne tio�V ❑ �aans apps Q—L b�d ap!S 6u!uoZ Ueld IeJaua9 40 !i w So 0 d _ saA ❑ ON auoZ uogPaaoJd pagvaleM �-1 V 'uagwnN Rued uoquanajd ajLj s envy !H'R laalls apo u!uoZ saA OBoN uogeuWaj a avd :ssajppv al!S 6uIPIIne v- Sv rl O7 I t -!"D :ssaippV siauMo :a6eaJ>d lawed 7 Mi IJLS (V0 Z - :aweN sJaumO O O O ( -�-Z (IQ :#dd _Z'' •abed Q .t O© :# I!uLad 3:)N"d3l:) lIw113d 'NAow► o,L *dordd sWM90bd 3A10SU ❑ o3AoVddV ATNNOLUONO 03AOilddV ❑ ON ❑ :paJnnbab S7uawanadwl a5eu!ejo pue peca Jaypo JD umo4$ se )10 aie quawaimbaa 6u!de:)spuel ❑ :6u!deospuel Ja430 ❑ umo4S se )10 aie sluawaiinbab 6unped ❑ :6ur4Jed SM I!w j-. W I .u I .www M fx+lpl!ne tio�V ❑ I!wJad ange4w!wpV ❑ I!uuad ash Jou!W ❑ I!wJad. ash ❑ Jin b�d 6u!uoZ Ueld IeJaua9 40 !i w So 0 d _ saA ❑ ON auoZ uogPaaoJd pagvaleM �-1 V 'uagwnN Rued :auoZ u!eldpoold saA OBoN asn �paLp 'sa k [3oN auoZ asud�aw3 Iasse4o:) ❑ NZo ❑ o:)np ❑ saA ❑ ON ueld oypadS Sak ❑ ON eaJV uogelolA saA ❑ ON It Ueld uo4oV ajeA!N :a6eanV wnw!u!W asn pap 'saA ❑ pN � 7uawaaJ6V uogenjasuoo pue-I :ul I ped mueueA :I!wJad ash auawaaJ6V auawdolanaa weld IeJauaO :aoueu!pJp 6u!uoZ jo aqeQ _ :puls!o auoZ ia4a0 ❑ IIaM ❑ 39deS ❑ piled Jad sq!un Z< Apwe4-l31nW ❑ BuIllema Put ❑ mouaPlsab ❑ O IS ❑ MOH apgoW ❑ IegMpui ❑ . IepJawuO:) ❑ 6uiPl!n8 ajMp-o BV ® 1 !� d uogeuWaj a avd :ssajppv al!S 6uIPIIne v- Sv rl O7 I t -!"D :ssaippV siauMo :a6eaJ>d lawed 7 Mi IJLS (V0 Z - :aweN sJaumO O O O ( -�-Z (IQ :#dd _Z'' •abed Q .t O© :# I!uLad 3:)N"d3l:) lIw113d 'NAow► o,L *dordd sWM90bd 3A10SU ❑ o3AoVddV ATNNOLUONO 03AOilddV ❑ Septic Permit Review: Well Permit Review: Land Devekpwt Review.. larcei Created by: ❑ Deeds Permit C/earance Agriculture AMdavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes _ Drainage Plan (Corr~uitl) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: with County Standards GbrDead Creation: Comments: Legal Access Provided: 0 N ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes. Road'Name: , ❑ No ❑ Yes . &Map Date of Recording: r�A Lot:y Bloc : gook. 0 1Page:3�' 3 conditions That Moet be Met prier to Issuance ofPermit-, ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development far a Merger Applkadon/Lot line Adjusbnent). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Bock 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EMD requirements. :er.eral CommertL 'zS - - LD - SSV AnJ -c BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. A47 /00 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING Z / D OWNER PHONE NO. AJ OWNER'S ADDRESS 3� G't7 LOCATION OF BUILDING -C-0 eA USE OF BUILDING � z SIZE OF STRUCTURE XSQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE A�eL 2t-8 ESTIMATED COST OF CONSTRUCTION $ 1 S.Jcwy AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 5 20 !ham FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Permit Fee - $60.00 Receipt No. 30. 5;q Signature of Owner The above described AG Building is exempt fro ilding p mit. 14KD 1(PA � RVIING Ur Manager Building Division By 4 Date 8 0 a White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant ❑ APPROVED ONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO AppROVAL PERMIT CLEARANCE Permit #: i'P 7CT ao= ;;} �d:O c� 2_ O O - Date: Genera/Information AP#: d W2- I O O -. Owners Name: D/v ST) LAW E L_ L Parcel Acreage: 1 Q`Z A -C— Owners Address: '-L-LE VAST L-ASSF_I\J QAICO cA Building Site Address; IZtI�N p 2� ��I yv Proverty information Permit Type: ® Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well Zone District: General Plan Use Permit: ❑ SFD ❑ Residential Accessory ❑ Other Date of Zoning Ordinance: e— Development Agreement: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use . Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone �No ❑ Yes, check use Floodplain 55 Yes , No 1 / f p No ❑Yes Zone:� Panel Number: Watershed Protection Zone Proposed Use Comolies With: General Plan Zoning Front Proposed Use Repuires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drairage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Ccde Street & Hi hwa s Fre Prevention Front L�Zcninq `-�`� e" �' —ASS / Side 2� Side street ---� Rear ZD Height Permit clearance Environmental Health Lssues• i Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ yes Land Development Review: Drainage Plan (Com/Lid/Multi) ❑ No ❑ Yes ❑ Deeds Date of Creation: Deed Reference -:-- Parcel Frontage on Publicly Maintained Road: CcmPRes with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road'' Name: ❑ No ❑ Yes Map Date of Recording: Lot:y Block: took:1 O! _ pager`" -onditions That Must b6 Met Pricr to issuance of Permit: ❑ Verify legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Appkatlon/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 EHD requirements. ❑ Other -eneral Comments: rX C��T+J)Ij C�2�,1J �? d'Z,��� ®►�1 -1�1 1-' Gs -TO 'SSS- "i - LD - I IF" d tZ -M 1 SSU AJT, 66 . 0 N L c7 T to Tee> — k- '7CPT AP D Butte C my Environmental Health 0 ni re Environmental Health AUG 1 Chico, California 4.2 '1 � a v ' 0 ip t 66 . 0 N L c7 T to Tee> — k- '7CPT AP D Butte C my Environmental Health 0 ni re Environmental Health AUG 1 Chico, California 4.2 '1 � a v ' 0 ip 66 . 0 N L c7 T to Tee> — k- '7CPT AP D Butte C my Environmental Health 0 ni re Environmental Health AUG 1 Chico, California 4.2 '1 � a