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HomeMy WebLinkAbout064-360-0191( —n I ii I I I I 'loll I -- Fc 064-360-019 00-0048 HOLTZHAUER, BRIGITTE 14182 NORWICH CIRCLE, PARADISE CONTR: MIKE HALE o Mile �5�tSIN LE I`At�nY NOTES-- RESIDENTIAL 064-360-019 _ 00-0048 PERMIT NO. _ H �-oZ�S-G� v-1 OLT7IIAUEN BRIDGETTE '#iB�ORWICII9CIRCLE, PARADISE CONTR: MIKE HALE NEW SINGLE FAMILY DWELLING I i { 7/w 4 3� SPECIAL NDITIONS CHECKED _/ BY � - `� SRA FLOOD CERTIFICATE REQ. 1 FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER t OFFICE COPY i I Ad ress GAS P Meter By pa���y���'fi�/ E ici I M ejVy ,y JOB FINALED (Date// a Signature `i V=OKE 0 = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK = Not Applicable =Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s / oning-Setbacks-Easements- Flood -Slope Main; Soils -Flet. G /" Ftg. Depth mpegANICAL (Permit) OK except #'s Garage; Soils-Steel•Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., orches & Decks; Soils /" Ftg. Depth A.C. is Insulation & Support temwalls, Main; Steel-Blockouts-Wrapped ent F , Exhaust above insulation emwalls, Garage; Steel-Blockouts-Wrapped and to Drain & Overflow, Size & Grade Ao�o_ld Downs and Special Anchors urn- nt Access -Comb. Air -Return Air Vent 115 outlet 7. Slab, Steel -Wrapped ttic Access & Platform if Furnace in Attic 8. Piers -Fireplace Ftg.- 9. D.W.V; Fall- if est -2 Way C/O -Sewer Test 1 F, Pipe; Size Anchors Yard Gas g; Size Test Card B-1 Date Card B-1 -ter Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date Card B-1 12. Electric Underground FR G (Permit) OK except #'s 13. PI ins & Ducts; Clearance -Material -Support -Ins. its per Materials & Anchors it s -Sills -Anchor Bolts-Joists-Vents-Crippies Stu -Nailing Spacing & Braces -Plates -Sound Access & Ventilation 3i"'Be_w,15gWaIIs over Girders & Floor Nailing 16. Insulation Dra o m Walls (rat proof) Date Card B-1 Date Card B-1 Dae Dat Card Date Card B-1 P M ING (Permit) OK except #'s . W r Htr.; Vent -Access -Combustion Air Baffle Wale pe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test T &(Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL -CAL (Permit) OK except #'s ix & Transformer Clearance -Ins. Protection ,2 lW-5receptacles Spacing -Lights & Switches at Doors 6a!Size xes & No. of Conductors Stapled o n talled Close to Edge of Studs & C.J. q ' . Ground made up w/Meth Fasteners -Bond Gas & Water 6<Aponce Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral I] Yes O No 3J__Se'I`v_ice-F3iser Conductors & Ground Main Disconnect 32. Clearances Panels-Motors-Mech. Equip. 3Lpdhe4.eIoset Light -Shower Light -Spa Light 3 oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date mpegANICAL (Permit) OK except #'s A.C. is Insulation & Support ent F , Exhaust above insulation and to Drain & Overflow, Size & Grade urn- nt Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FR G (Permit) OK except #'s its per Materials & Anchors Stu -Nailing Spacing & Braces -Plates -Sound 3i"'Be_w,15gWaIIs over Girders & Floor Nailing Dra o m Walls (rat proof) 4 it ops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearino r , jingle & Duplex) Date FRAMING (Continued) Ha -Post Caps -Anchors -Connectors Clin oist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. ireplatii Ties or Type A Flue -Fireplace Throat Clearance tti cess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. ihdows or Exiting Doors -Sill Ht. & Dimensions 1 ra a Protection Framing rop Line Firewall & Openings xt ors -One 3' -Check Garage 3rd Story, 2 Exits Sta' , idth-Headroom-Rise-Run-Landing-Fire Protection Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Sidi -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. GI rea-Glass Protection -Skylights -Plastic S alts; Nailing -Bolts B ace Interior/Exterior Wall Panels Insul - alls-Ceilings nfiltration-Walls-Windows Date Card B-1 4ft7Date Card B-1 Date Card B- Date Card B-1 Date N L (Plans) OK except #'s 63. E . Steps -Door & Sidelight Protection -Landings oke Detector Furn ce Vents -clearance -Comb, Air -Connector - I Garage; Above Floor -Ducts -Meth. Protection & Bath Fixtures & Tub 69. Sizes & Labels 431.-firep a or Stove, Clearance -Hearth 7 ec. Outlets at Wood Panel, Int. & Ext. 2.Appliance; Ground -Air Gap -Cooking Clearance 7 ec._Pd11'ets & Receptacles at Kit. Counter 71-MG—r— Fire Door; Swing -Landing -Closure 75. A.0 Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Ga ge; Above Floor -Meth. Protection 7 Elec. & Mech. Equip. Listed for Location le a eptacles in Garage (F.F.I.)-Romex Protection n tion -Foam -Looked in Attic AQe'G'ua_O,RaiIs & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under FI r O Yes ollowing In tld./Drive s J No/Walks J No/Planters :)Yes ] No 83. Stuc rown-Finish 8A_-<'C,,LInit Disconnect, Electrical -Plumbing 85�1e`nts Above Roof, ft -Appliance -Fireplace -Clearance to Openings 86. Water W isconnect, Electrical, Plumbing E or Ele m, G.F.I. Receptacle -Underground Bab i ion Throughout House 9&_06rrecti ns from Previous Inspections 91. G st-Meters Tagged, Gas -Electric -ter &r Connected -C/O to Grade -HD Approval n_rgy Compliance Certificate -Other Certificates ddress Posted Dateq, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Dateau Card B-1 Date Card B-1 Comm is at Final: .i - -'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 /10t- zHAyfw ('V - 00 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. 0 -O Date REV • "-- 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 RRECTION NOTICE OWNER PERMIT"NO. i A routire inspection indicates that the following violations of butte county Ordinances exist at the r° above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, '41 please contact this office immediately. 4 7 xv r' 1 K a r, a Inspector REV 10/92 s LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Norwitch l Magalia um er an city Countyu division Lot -Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 ib. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5„ 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Johns Manville Thermal Resistance (R -Value) R11 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thickness (inches) Thermal Resistance (R -Val DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Uertificate of compliance, where applicable. C.L.#499150LOERKE INSULATION CO., INC. Item #s i n)0ure,ate — [ Installing Su contractor(Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s I Signature, Date Installing Subcontractor (Co. Name r General Contractor (Co. Name) Or V, r Installing Subcontractor_ (Co. Name) Or General Contractor (Co. Name) Or Owner COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION v 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER o. (Rev.12/96) APPLICATION AND PERMIT e�� ASSESSOR PARCEL NUMBER 064-360-019 ZONING BUILDING PERMIT OWNER BRIDGETTE HOLTZHA(,EK TELEPHONE 873-3157 Sp. FT, OCC. BUILDING VALUATlOff . OWNERS MAILING ADDRESS 11100 SUNRISE RIDGE CIRCLE, P.O. 1002 MA 1599 R3 86 346.00 451 U 8,118.00 CONTRACTOR'S NAME MIKE HALE TELEPHONE 293 C 3 809.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace I A 1,500.00 Total Valuation $ ARCHITECT OR ENGINEER NORTHSTAR ENGINEERING CENSE LINo. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS "TrMICT ARATION DR. , CHICO 95973 Plan Checking Fee $ BUILDING ADDRESS LOT 175, 14`19ZNORWICH CIRCLE Energy Plan Checking Fee $ $ PERMIT FEE $ 1,098.1 - LOT NO. 17� J SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF)EJ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 10 7.00 70.00 Solar or heat pump water heater 1 23.00 Water piping 11 15.00 15.00 Each as water heater or vent 1 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING 3 BEDROOM 2 BATH 2 CAR GARAGE Gas piping stem 1 - 5 outlets 1 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS G w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 2o0A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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 Main Service 200A TO 1000A 46.00NEW CONST. DWELLING Occup. OR ADDNS. ( 6 ACC. BLDS. so 3.50FOT 71.75 r,OµgaIDT MULTI_OU CU @7,50 OWER APPARATUS b SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL 20 Q 1'50 @ .so Ex. Occup. ouTLEE: (RRAPPESID °ERn) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 137.75 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 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 those provisions. X Date _T I ,)&IPO Sign re 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. MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 25.00 Cooling 25.00 2 5.00 Hood 6.50 6,50 Ventilation PERMIT FES $ P Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOT Al_ FEE $ - 5 D IMVI FLOOD CDF PARC PD HD SSU _ 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. By4,*�&<;;�Date 0 06 � PERMIT EXPIRES ON 16 0� 410 Receipt No. 280924 $1512.90 WHITE-D.D.S.-B.D. CANARY-ASSESS(INPINK-INSPECTOR GOLDENROD -APPLICANT V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 County Center Drive III Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. Ab.APPLICATION AND PERMIT ez — 0049 ASSESSOR PARCEL NUMBER 0 ZONING BUILDING PERMIT OWNER TELEPHONE S'30� 97 P -A 0 co c3 -4 0 L_ -z A aaL_ 3 OWNERS MAILING ADDRESS nC) ! OO S✓ P /JC7 G � c. �1i/� SO. FT. OCC. BUILDING VALUATION /. S �I OO CONTRACTOR'S NAME M i TELEPHONETELEPHONE p o 1 06 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ` Total Valuation $ ARCHITECT OR ENGINEER �• � , tica6 LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS '2-c, O c,LAP_-rL.o.-ri o— a_ cUice> aA 15173 Plan Checking Fee $ It 15.611:3 BUILDING ADDRESS �© ta-. v.i I, c C_ L Energy Plan Checking Fee $ 3, 00 $ M va-c_i rte- c PERMIT FEE $ LAT NO. r S_ ll SUBDN510NSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF �h Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 J) Solar or heat pump water heater 23.00 Water piping 15.00 5 Each as water heater or vent 15.00 15 ffo TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: A bad (X con �D Gas piping system 1 - 5 outlets I 15.00 16fffo Building sewer 15.00 ,S'Tob Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".v OR LESS 23.00 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. -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 (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date /- / 10 - �� Sign a of Applicant - ❑ Owner ❑ Contractor ge.Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00NEW CONST. OVTUJNG OCCUP. SO OR ADDNS. ( a , elnS. 3.50FT: pgµpQlp ' MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. u Ex. Occup. onET OR FocruREs SAL @':50 OWNER Ex. Occup. 07,REMIJ EEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ .� MECHANICAL PERMIT Fling Fee 20.00 Heating 50-D Z5.0b Cooling Z5 Of0 ZS OD Hood 6.50 10,50 Ventilation •56 , SO PERMIT FEE $ 0 Mobile Home Installation Fee $ Energy Inspection Fee $ (p b ' oc PO -,:r,- E h V T FEE $ 1 LU HAz FE IMP FLOOD F ARc D ISSUE This permit is here ssued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the ap a provisions Resolutions to do work been paid. Date pale Receipt No.RD WHITE-D.D.S.-B.O. CAN RY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ." 1-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 OWNER f�OG TZ PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 0 3- SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ o Units Commercial (sq.ft.)... x $0.03 = $ .Jy., L. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) �&/7. 'SRA FIRE INSPECTION AND PLAN CHECK $8•x.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAMC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 464—.W-017 DATE 1 %& jn 81 f RECEIPT # DATE REC 0 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 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION / 7 COUNTY CEN TR DRIVE, OROVILLE -A 9'S 65 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A. P. PROPOSED BUILDING USE DATE Oak in / RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ........ ....... $ -- Additional Fees Due ........... $ -- additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) I Residential ........ .x $360.00 = $ 3 i, 1 m 0-9 "!j Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 .(paid at Building Division) i ` 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 ' 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 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may . protest. The requirements for a protest are specified in Government Code Section 66020(a). i Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner 1 (Rev. 2/97) 0 M .�� r i:�: h,i1..{ ^-.i,�'.,j,�.:.. , ..K'r„s,,i� � — 74..-..,�1�:+�.:� A—.i�,rYr-^'r3-�t'.i•tS �'�,�'+.�r'. 3� ;? , COUNTY OF BUTTE DEPARTMENT :OF DEVELOPMENT SERVICES: - BUILDING DIVISION 7 COUNTY CENT�R DRIVE, OROVILLc%.95P65E TELEPHONE (916) 538-7541V,n. SCHEDULE OF RECEIPT OF FEES 94 OWNER DOZ: 4UE/`.., A.P. # PROPOSED BUILDING USEAVIV DATE 01/01) RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ....... $ -- Additional Fees Due ........... $ -- A'dditional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES >� (paid at District Office) i $_./3 SHERIFF FEES (paid at Building Division) owl Residential ........ x $360.00 = $ o I'!(jlDl� Units Commercial (sq.ft-.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK ¢� $89.00 (paid at Building Division) �� 1 a� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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. .p t APPLICANT DATE • / "� ' Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applif �jt 3rd Copy Owner„ { (Rev. 2/97) t �....:.�.•..:tin.,...oval'Y"a�:Anil+�+h'i�1�^':Y.;ti�••�;uiltnYiCil�i' c r .n �..i�`�`it•h/�S""�k�+^!+'C-'+rt'N.�i !*,=tier s'`�ai'.�Y•+t+d t-S'1!PFT*iNQ',� 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: ASSESSOR PARCEL NUMBER: Proposed Building Use: - Building Inspector: () 8eQ #aw Date: l —' I — g 000 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engin: ered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .-----------------= ❑ 10. Fees, of $ ------------------------------------------------------------------------------------- /. Impact fees as shown on the attached schedule. -b° i---------------------------------------------------- -2 1 X2. California Department of Forestry plan approval/f_i�2V� -1/1 `-x�OGP 1 �❑ 13. Flood elevation certificate. ------- 1 Sanitation and plot plan approval Health Department. ------------------------------------------- 2 1 00 Ls Ell 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 1117. --------------------------------------------- ❑ 177.. Plarning approval for (A) Use: © �1 (B) Parking: -------------------------- I Ll —Orb M8 Contact Land Development about Improvements,�❑}Draina ems, Legal Parcel. ----------------------- Encroachment Permit for driveway (construction appi o al or {o�pYancy).- El 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 1122. Wo_kers' Compensation carrier and policy number. ----------------------- ❑2 .Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - . Letter of signature authorization. -------------------------------------------- S*G1orded copy of Agricultural Acknowledgment Statement. ------------- ❑26. Let-er of intent on building use. ---------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ------------- (Date) i 030. Other:------ iWhen you issue the permit, process as follows 11Mail to owner, []Mail to contractor. im m 6 ��, ❑Telephone and hold for pickup at office. 11. Deliver with inspector.' U eMAZVN ., ,Q - // ((;; Applicant: Date: C; ,�qq,,�� Ie`atfient, 13 Fire Department, ❑ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, 0 : 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, ownFodin advised of the above required data by 13 phone, ❑ mail, ❑ Bu'dding isio counter, by D te: Plans reviewed by: Date: H' '00 Plans approved by: Date: C7' Sets of1plans on ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: t Date: r,.,.... llo..�.+..,o..r . rTle..ol.,.....o..♦ ce.-..:,,,,,, n ... a:__ n:..:...__ TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONL"Y Plot Plan , �cha�d� ` Floor Plan Anac�:Y" °• sant to B.D. I— a /6- X4& -9A- Nzmwt`:4-- ti L -t 17S" 064--,26,o -®P9 Ownigr Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for j� dm+e#irTg. -Qt#er k1 A-t—.e. wl e,g w - po-t cA am OAdjjw d a Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/916 January 25, 2000 Bridgette Holtzhauer P.O. Box 1002 Magalia, CA 95954 Department of Development Services Parcel Number: 064-360-019 Building Permit Number: 00-0048 Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification; or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Plans are in lineup for structural review. Our engineer will contact you with regards to this review. You should expect about one week between reviews. —2 -.'Provide a letter from the engineer of record that he has reviewed and approved the trusses for this project and that they are adequate for his lateral design. Provide location of FAU. If located in the attic please provide proof that mechanical loads have been addressed for the affected trusses. /Please have your engineer of record check bearing for girder truss #4 as beaing point does not seem to coincide with wall framing. 5. Please provide gravity load calcs for the window header and beam supporting girder beam #7. 6. Energy calcs: According to county maps this lot is orientated to the southwest, not to the north as shown in the calcs. Revise. The requirement for a housewrap as an air retarder is a new credit in the Energy Manual. All the requirements for the installation of the housewrap are to be clearly shown on the plans: in this case please show all requirements on the section detail of house where other energy requirements are noted. 4D� Ml�� -��p C ,Plarr check will continue upon reciept of all of the above items. Iditional items may e required uired q when .your plan check is resumed. 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. Sincerely, Martha Whitney Plans Examiner cc: Jim Peterson, Northstar Engineering ,. � - - r DRAFT COPY Owner: T Zr ) Building Permit Number: 00�g Plans Examiner: MAO A P. Number: (� (� � —'w%0 01 GENERAL: ,Y. Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. .4' Proper description of work on the application. ,f' Existing violations on the property. ,e Recorded notice of violation. PLOT PLAN: I. Complete parcel size and dimensions. �! Setbacks, side yard, easements, etc. ,,3' Other buildings or structures. ,4! Grading, fills and/or drainage. •Flood hazard. 1Special 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: r , � Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ' Code section 106.3.3)._ 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). -X' Egress windows (Uniform Building Code section 310.4). .Skylights (UniforriiBuilding Code section 2409 & 2603.7). tea! Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). C�c� pProhGFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). ibited Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage firewall separation - rdi uired on garage side including supporting walls and posts (Uniform ' Building Code section 302.4 ekception #3). )eta. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). ,1,2' Smoke detectors (Uniform Building Code section 310.9.1). >K Water closet clearances (Uniform Plumbing Code 408.5). hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 , . _ , DRAFT COPY , tUCTURAL DETAELS: 1. Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code section 2320.11.3). 3. Clerestory requiring balloon ammg and/or engineering. fl% Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. Garage door header size(s). _ 0orch header size(s). y3' Stud heights. Expansive soil — special foundation design required. Retaining walls requiring design. 16. Special Inspection requiremep . Bader sizes. Gypsum wallboard nail' g inspection required. CELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). ,2� Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). ,'�Roof covering type — (fire hazard). �Y Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). YTwo exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Mr Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ,.Y Attic access and ventilation (Uniform Building Code section 1505). 2: ombustion air for fuel burning appliances — LPG requirements. a-71 Sound requirements. VO Energy design compliance and Supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. 17. Building Pe equirements: 17.1. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. t Page 2 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HALE Date..02 09 00 11:54-:33 Project Address........ Norwich Circle ******* --------------------- Magalia, Ca. *v5.00* Documentation Author... Jim Peterson ******* Bui Permit # Northstar Engineering 2-/0-00- 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. - ------------------------------------ MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-HALE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... 1599 sf Single Family Detached New Front Facing 225 deg (SW) 1 1 Raised Floor 15.9 0 of floor area 0.53 Btu/hr-sf-F 0.66 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type R -value R -value R -value U -value Location/Comments Wall ------- Wood -=------ R-17.8 -------- R-0 -------------- R-17.8 0.065 ------------------------ 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 (SW) ----- 5.0 ------ ------ 0.510 --------------- 0.670 Standard -------------- Standard ----- None Door Front (SW) 20.0 0.600 0.670 Standard Standard None Window Front (SW) 5.0 0.510 0.670 Standard Standard None Window Front (W) 12.5 0.510 0.650 Standard Standard ,,None:--. Window Front (SW) 30.0 0.510 0.670 Standard St iff#-gd -1 None Window Right (S) 12.5 0.510 0.650 Standard Standard ftpe Window Left (NW) 20.0 0.510 0.650 Standard ;Stt9ariMMIAEPAR Qe Window Left (NW) 4.5 0.510 0.650 Standard � Standard one Window Left (NW) 20.0 0.510 0.650 Standard a�x d »rel y � ne Window Left (NW) 5.0 0.510 0.670 Standard S Sandard one Window Back (NE) 30.0 0.510 0.650 Standard Standard None Window Back (NE) 20.0 0.600 0.670 Standard Standard None Wind'oWl Back (NE) 5.0 0.510 0.670 Standard Standard None Door "Back (NE)- 20.0 0.600'.0.670 Standard Standard None Window 'Back (NE) 5.0 0.510 0.670 Standard Standard None Window Right (SE) 4.0 0.510 0.670 Standard Standard None a KOLDING DEPART EN' _: AVVH .NV� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HALE. Date..02/09/00 11:54:33 MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -HALE I ------------------------------------------------------------------------------- FENESTRATION HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Over - Type Efficiency Location ------------------------ Area U- Interior Exterior hang/ Orientation -------------------- (sf) Value SHGC Shading Shading Fins Window Right (SE) ----- 18.0 ------ 0.510 --------------------- 0.650 Standard -------------- Standard ----- None Window Right (SE) 18.0 0.510 0.650 Standard Standard None HVAC SYSTEMS TTE COUNT N �iILUING DEPAR rVEN'. Minimum Duct Duct Tested Duct ACCA Thermostat Equipment ---------------- Type Efficiency Location ------------------------ R -value Leakage ------- Manual D Type Furnace Attic --------- R-4.2 No --------- No ------- Setback ACSplit 12.00 SEER At is 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 -------------- 1 0.61 ------ 50 ---------- R- n/a REMARKS TTE COUNT N �iILUING DEPAR rVEN'. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... HALE Date..02/09/00 11:54:33 MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run -HALE 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 Dr. Chico, Ca. 95973 Phone... (530) 893-1600 License. Signed . (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. c 2 (date) JdU-ffE V MAILDING MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... HALE Date..02/09/00 11:54:33 Project Address........ Norwich Circle ******* --------------------- Documentation Author... Climate Zone........... Compliance Method...... Magalia, Ca. *v5.00* Jim Peterson ******* Northstar Engineering 20 Declaration Drive Chico, CA 95973 530-893-1600 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run-HALE ------------------------------=----------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate -of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas and Gas Logs 1. Masonry and factory -built fireplaces have: .L..." Vcomply AhTTE y' IE im.ALDING DE -2-1- Appliances 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. i 1 t _E COU �Yna { R 0 V MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------ Project Title.......... HALE Date..02/09/00 11:54:33 - ----------------------- I MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run -HALE ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(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 hat 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. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. r �� b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation������ �EPARJ Et -4 pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters. or '°" l` household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . jTTE COUNT �_ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... HALE Date..02/09/00 11:54:33 I MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -HALE I ---------------=--------------------------------------------------------------- LIGHTING MEASURES Design- Enforce- er ment. 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on.a readily accessible lighting control panel at an entrance to the kitchen. ✓ 150(k)2: Rooms with a shower or bathtub must 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. RaJILDING DE i� S 1 1Vi COMPUTER METHOD SUMMARY Page 1 C -2R - - -------------------------- Project Title........... HALE Date 02/09/00 11:54:33 Project Address........ Norwich Circle ******* --------------------- Magalia, Ca. *v5.00* 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 --------------------- Complian.ce'Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run-HALE ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin = - Space Heating.......... 17.78 13.88 ---------- _ 3.90 = = Space Cooling..'........ 16.69 20.01 -3.32 = = Water Heating.......... 15.09 12.86 2.23 = = Total 49.56 46.75 2.81 = *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 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..... 1599 sf Single Family New Front Facing 1 1 FullYear Raised 1 14391 0 sf Floor cf Detached 225 deg (SW) 15.9 " of floor area 0.53 Btu/hr-sf-F 0.66 9 ft dE GOUWi Wi),-AMANIG D � vR %�`' V COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... HALE Date..02/09/00 11:54:33 (MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run -HALE I ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit ------------------- LIVING Residence 1599 14391 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- ---- ----------------- ---------------- LIVING 1 Wall 291 0.065 17.8 225 90 Yes W.19.2X6.16 2 Wall 15 0.065 17.8 270 90 Yes W.19.2X6.16 3 Wall 15 0.065 17.8 180 90 Yes W.19.2X6.16 4 Wall 392 0.065 17.8 315 90 Yes W.19.2X6.16 5 Wall 271 0.065 17.8 45 90 Yes W.19.2X6.16 6 Wall 401 0.065 17.8 135 90 Yes W.19.2X6.16 7 Roof 1599 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 8 Floor 1599 0.037 19 n/a 0 Yes FC.19.2X8.16 FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- LIVING 1 Window Front (SW) 5.0 0.510 0.670 225 90 Standard/0.76 Standard/0.68 2 Door Front (SW) 20.0 0.600 0.670 225 90 Standard/0.76 Standard/0.68 3 Window Front (SW) 5.0 0.510 0.670 225 90 Standard/0.76 Standard/0.68 4 Window Front (W) 12.5 0.510 0.650 270 90 Standard/0.76 Standard/0.68 5 Window Front (SW) 30.0 0.510 0.670 225 90 Standard/0.76 Standard/0.68 6 Window Right (S) 12.5 0.510 0.650 180 90 Standard/0.76 Standard/0.68 7 Window Left (NW) 20.0 0.510 0.650 315 90 Standard/0.76 Standard/0.68 8 Window Left (NW) 4.5 0.510 0.650 315 90 Standard/0.76 Standard/0.68 9 Window Left (NW) 20.0 0.510 0.650 315 90 Standard/0:76 Standard/0.68 10 Window Left (NW) 5.0 0.510 0.670 315 90 Standard/0.76 Standard/0.68 11 Window Back (NE) 30.0 0.510 0.650 45 90 Standard/0.76 Standard/0.68 12 Window Back (NE) 20.0 0.600 0.670 45 90 Standard/0.76 Standard/0.68 13 Window Back (NE) 5.0 0.510 0.670 45 90 Standard/0.76 Standard/0.68 14 Door Back (NE) 20.0 0.600 0.670 45 90 Standard/0.76 Standard/0.68 15 Window Back (NE) 5.0 0.510 0.670 45 90 Standard/0 h'StaKxd"adtdN .68 16 Window Right (SE) 4.0 0.510 0.670 135 90 Standard/.0.76 Standard/0.68 17 Window Right (SE) 18.0 0.510 0.650 135 90 Standards/O.Z�6���St�andard%CO',68 18 Window Right (SE) 18.0 0.510 0.650 135 90 Standard/0.76, Standard/0.68 COMPUTER METHOD SUMMARY Page 3. C -2R Project Title.......... HALE Date..02/09/00 11:54:33 MICROPAS5 x5.00 File -6836 Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar.Engineering Run-HALE ------------------------------------------------------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.61 50 R- n/a REMARKS j Y m u v Olt ^ �� tt Minimum Duct Duct Tested Duct ACOA Duct System Type ---------------- Efficiency ------------ Location R -value Leakage Manual D Eff LIVING ------------- ------------------------- ------- Furnace 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 12.00 SEER Attic R-4.2 NO No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.61 50 R- n/a REMARKS j Y m u v Olt ^ �� tt HVAC SIZING Page 1 HVAC Project Title........... HALE Date..02/09/00 11:54:33 Project Address........ Norwich Circle ******* --------------------- Magalia, Ca. *v5.00* 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 v5.00 for 1999 Standards by Enercomp, Inc. - - - -------------------------------- MICROPAS5 v5.00 File -6836 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2089 User-Northstar Engineering Run -HALE I ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1599 sf Volume ..................... 14391 cf Front Orientation.......... Front Facing 225 deg (SW) Sizing Location............ PARADISE Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34'F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria of fb.�t n°c"j h- Epgklect ion,° of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing;ailb�ty, of equipment, oversizing safety margin, etc., must also be cb�ns°ider-ed�.' I=tis the HVAC designer's responsibility to consider all factors when selecting Heating Cooling Description (Btuh) (Btuh) --------------------------------- Opaque Conduction and Solar...... ----------- 7563 ----------- 3354 Glazing Conduction ............... 5408 2839 Glazing Solar .................... n/a 10799 Infiltration ..................... 8186 2470 Internal Gain .................... n/a 2100 Ducts ............................ 2116 2156 Sensible Load .................... 23272 23718 Latent Load ...................... n/a 4744 Minimum Total Load ----------- 23272 ----------- "FE 00UW1V Note: The loads shown are only one of the criteria of fb.�t n°c"j h- Epgklect ion,° of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing;ailb�ty, of equipment, oversizing safety margin, etc., must also be cb�ns°ider-ed�.' I=tis the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. JUTTE COUNI RUIL DING DEPAR-TTV"Ek"; PAPPROVEn TOTAL HOME COMFORT Lennox is committed to providing you with the finest in quality home comfort. That commitment includes offering accessories that can maize your home even more energy efficient and comfortable. Q U A L I TV D EA L E R S VOU CAN COU N T O N Choosing the right dealer for your heating and cooling needs is every bit as important as choosing a particular brand of equipment. That's why Lennox has the industry's only Quality Dealer Standards proram. Every independently owned and operated Lennox dealership has to meet Lennox' high standards. We think you'll agree they're a big reason why you can always count on getting a t quality product whenever you call on Lennox. Elite 10T" Air Conditioner Specifi HS29 141 ELECTRONIC AIR•CLEANERS An electronic air cleaner purif es the air and provides respiratory relief by removing dust, dirt and pollen. H U M I D I F I E R S jA humidifier adds moisture to soften harsh, dry air. Proper humidity levels can qr help you stay comfortable at lower thermostat settings, and make indoor air more comfortable to breathe. ELECTRONIC T H E R M O S T A T S A proven energy saver, an - electronic thermostat provides o -e E3 added comfort, convenience, and time -saving fingertip programming. LENNOX ONE LESS THING TO WORRY ABOUT. 211 261 311 411 HS29 413--- 461 463 511 513 SEER Y Up to 11.05 Up to 10.75 Up to 10.75 Up to 10.70 - Up to 10.70 Cooling 8tuh (kW) 33.400 to 37,40019.8 to 11.001 39,000 to 42,000 (11.4 to 12.31 39.000 to 42,000 (11.4 to 12.3) 43.500 to 48,500 112.7 to 14.21 43,500 to 48,500 (12.7 to 14.2) Electrical Data - 60hz 208,230.-3oh, 460.. Soh 208/230v. Ioh 20WMv. Soh. 460._ 3oh 20R1210. lnh 7(lRr7 M 1nh 4Rrh, 1nh - - bmpong neignt, IDS. 1Kg1 (tib 17b1 191 (571 191 (87) 196 (89) 196 (89) Dimensions - H.W.D. (in.) 33x24.1/4x24.1/4 33x24.1/4x24-1/4 33x24 -1/4x24-1/4 33x24 -1/4x24.1/4 33x24 -1/4x24-1/4 Dimensions- H.W.D. (mm) 838x616x616 a38x616x616 838x616x616 838x616x616 838x616x616 HS29 651 653 681 683 SEER Up to 10.70 Up to 10.70 Up to 11.30 Up to 11.30 Cooling Btuh (kW) 54,500 to 58.500 (16.0 to 17.1) 54,500 to 58,500 (16.0 to 17.1) 55.500 to 62.500 (16.3 to 18.3) 55.500 to 62.500 (16.3 to 18.3) Shipping Weight, lbs. Ng) 212 196) 212(96) 254 (115) 25411151 Dimensions - H.W.D. (in.) 33x24.114x24-1/4 33x24 -1/4x24.1/4 37-1/4x28.1/4x28-1/4 37-1/4x28.1/4x28-1/4 Dimensions - H.W.D. (mm) 838x616x616 838x616x616 946x718x718 946x7l9x718 Note: Due to Lennox' ongoing commitment to quality, all specifications, ratings and dimensions are subject to change without notice. ENERQUIDE usreo e a...o 1En.rarEffld..YR.m.SEER CS THIS NODE' 1 ,wgpvEO ���•• 10.00-12.10 ' Look or ;^ese .ndustry seals :o ensure 1 ceriEed per'cr. ante. effiaenr/. and as ;v 10.0 -USES LESS ENERGY -►17.0 ' E IOHS29-4,96 I I IK88) 0 Lennox Industries Inc., 1996 Visit us at http://vwvw.QaveLennox.com Litho U.S.A. TOTAL HOME COMFORT Lennox is committed to providing you with the finest in quality home comfort. That commitment includes offering accessories that can mare your home even more energy efficient and comfortable. QUALITY DEALERS YOU CAN COUNT O N Choosing the right dealer for your heating and cooling needs is every bit as important as choosing a particular brand of equipment. That's why Lennox has the industry's only Quality Dealer Standards program. Every independently owned and operated Lennox dealership 0x has to meet Lennox' high standards. We thinly you'll agree ��r they're a big reason why you can always count on getting a "�` quality product whenever you call on Lennox. ELECTRONIC AIR CLEANERS H U M I D I F I E R S A /humidifier adds moisture to soften )harsh, dry air. Proper /humidity levels can /help you stay comfortable at lower thermostat settings, and make indoor air more comfortable to breathe. ELECTRONIC T H E R M O S T A T S A proven energy saver, an electronic thermostat provides e added comfort, convenience, and time -saving fingertip programming. LENNOX ONE LESS THING TO WORRY ABOUT: Elite 90- Specifications An electronic air cleaner W.u•f a4.u7o purifies the air and provides 1 2to 3-1/217.0 to 12.31 respiratory relief by removing Q3.50 r' dust, dirt and pollen. 03/4.100 Q4/5;100 Q3/4.125 04/5-125 H U M I D I F I E R S A /humidifier adds moisture to soften )harsh, dry air. Proper /humidity levels can /help you stay comfortable at lower thermostat settings, and make indoor air more comfortable to breathe. ELECTRONIC T H E R M O S T A T S A proven energy saver, an electronic thermostat provides e added comfort, convenience, and time -saving fingertip programming. LENNOX ONE LESS THING TO WORRY ABOUT: Elite 90- Specifications `yu.u•ro W.u•f a4.u7o Nu.uTo 1 2to 3-1/217.0 to 12.31 G26 Upflow Q2-50 Q3.50 Q3.75 04/5-75 03/4.100 Q4/5;100 Q3/4.125 04/5-125 Input atuh (1,W) 50.000 (14.7) 50.000114.7) 75.000 f22.0) 75,000 (22.0) 100,000 (29.3) 100,000 (29.3) 125.000 (36.6) 125,000 (36.6) Output 8tuh kW) 46.000 (13.5) 47,000113.8) 70,000 f20.5) 69,000 (20.2) 91,000 (26.7) 93,000127.2) 115,000 133.7) 116.000 (34.0) Add on Cooling Tons (kWl 1 to 2 (3.5-10-7.0) 1 to 3 13.5 to 10.6) 1 to 3 (3.5 to 10.6) 3.12 to 5112.3 to 17.6) 2 to 4 D.0 to 14.11 3-W to,5 (12.3 to 17.6) 2 to 4 (7.0 to 14.1) 3-1/2 to 5 (12.3 to 17.6) Electrical Data 120 volts -60 hertz -1 Phase (less than 12 amps) All Models Dimensions-H.W.D. (in.) 46x16 -1/4x28-1/2 46x16 -1/4x28-12 46x16 -1/4x28-1/2 46x21 -1/4x28 -1R 46x21-1i4x28-1R 46x21 -1/4x28-1/2 46x26 -1/4x28-1/2 46x261/4x28.1/2 H.W.D. (mm) 1168x4)3x724 1168x413x724 1168013024 1168640024 1168440024 1168467024 1168x667x724 1168x667x724 GHR26Downflow/Horizontal Q2/3.50 1"'7 Q3.75 Q3/4.100Z 04/5.100 04/5.125 N.Y.V.t. y4.u7b `yu.u•ro W.u•f a4.u7o Nu.uTo Add on Cooling Tons (kW) 2 to 317.0 to 10.61 2to 3-1/217.0 to 12.31 2 to 417.0 to 14.11 3-1/2 to 5(12.3 to 17.6) 3-12 to 5(12.3 to 17.61 Electrical Data 120 volts -60 hertz -1 Phase (less than 12 amps) All Models Downflow Dimension-H.W.D. (in.) 40x16.1/4x28-1/2 40x 16.1/4x28.1/2 40x21 -1/4x28-1/2 4641-1/448-1/2 4641.1/4x28.12 H.W.D. (mm) 1016x413x724 1016x413x724 1016x540x724 168x540x724 1168440024 Horizontal Dimensions - H.W.L (in.) 16-1/4x28.12x40 16.1/4x28 -1/2x40 21.1/4x28.12x40 21.1/4x2$ -12x46 21 -1/4x28 -12x46 H.WL(MM) 413x724x1016 413x724x1016 5400240016 5400240168 540x724x1168 Note: Due to Lennox' ongoing commitment to quality, all specifications, ratings and dimensions are subject to change without notice. / w \ ACA 1 � eM�«�1StIM Anna.) NO 1t111ml- Ellid-y-/iFUE THIS MODEL 90.09''>92.4 GHR' 78% 82% 88% 97% • When installed in commercial, industrial or institutional applications covered equipment and covered components are warranted by Lennox for a period of one (1) year from the date of the original unit installation. E90G26-8i96(35K31) 0Lennox Industries Inc., 1996 Visit us at hhp://www.DaveLennox.com Gama Look for these industry seals to ensure certified performance, efficiency, and quality. F( NMOX. COMPLETE CARE' �a�✓�/E'h AMt Litho U.S.A. NorthStar ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Hale residence located on Norwhich Circle in Magalia as provided by Trojan. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 . le, cc (.F1 QF,o�Ess�o q qTE �F C AL�F�� dLrITF MIMING DIEPARTMEN' OH APPROVED 0 - Td WU2T :OT 666T Lc -OaQ 'ON 3NOHd dIlOaJ 'J31SI1-Idg dHl W08J Ob6bS98a�S Customer HALE 024585 14 Mon Dec 20 11: 10: 14 1999 Project #: 1217HALE. Truss ID T-1 Family # 324 Span :'21-0 Quantity 2 Top Pitch 6/12 TROJA ACES -32 Ver. 2.0. 510 (4/b/lblb`d) PLATE OFFSETS (X -LEFT, Y -TOP): [)2-4.2.51. (j4-4,2.51. .1-4 5-4-3 10-6 15-7-13 I 21-0 ,1-4 5-4-3 5-1-13 5-1-13 5-4-3 4) I 6X8 2 3X4 3 6X8 4 5-4-3 10 6 15-7-13 21-0_ 5-4-3 5-1-13 5-1-13 5-4-3 ;6 s J STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in o.c urs L:-1 REPETITIVE STRESSES NOT USED NO. OF MEMBERS 2 DEFLECTION (IN.) L.L- 0.OB, O.L-0.05, T.L-0.13 REACTIONS, SIZE: 1--2120, 3.50 5--2120.3.50 FORCES - LOAD CASE 81 TOP CHORD: 1-2--3667, 2-3--4184, 3-4--4184, 4-5--3667, BOTTOM CHORD: 5-6- 3249. 6-7- 3249, 7-8- 3249, 8-1- 3249, WEBS: 2-8- 166, 2-7- 1058. 3-7--824, 4-7- 1058, 4-6- 166, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 .1.15 UNIFORM 1- 2- BO 2- 4- 160 4- 5- 80 5- S- 32 1 CONCENTRATED 2= 420 4= 420 2 MEMBERS NAILED TOG. W/1 ROW (S) OF .131x3 in. NAI'L'S 10 in. o.c.(TOP CHS.). AND 1 ROWS) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.) For Webs use i ROW of NAILS 12 in. o.c. i1.nING ®EPAR E a- DEC 2 2 1999. A. �OQROFESSIO( A WARNING- Verify design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. 19 Design Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual O 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 y J`l CNit �P permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quali'y control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB-89 Bracing CALIF Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D, MITek Industries, Inc. Onofrio Drive, Madison, WI 53719 R. HL TO PK :5-11-12 L. HL TO LEFT HEIGHT:0-4-2 PK:5-11-12 SPAN:21-O RISE:3-4-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE TOP CHORD:•2X4 OF LUMBER No.16Btr GR PLATES:M20-165,142 DF -L L TOP 30� D 10 TOP 2-3=0.557 BOTT 6-7-0.325 BOT CHORD: ,2X4 No..,16Btr_ GR GR OF -L DF -L RnTT R LL.DEFL.@7=0.08 < L/360 WEBS :2X4 STANDARD STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in o.c urs L:-1 REPETITIVE STRESSES NOT USED NO. OF MEMBERS 2 DEFLECTION (IN.) L.L- 0.OB, O.L-0.05, T.L-0.13 REACTIONS, SIZE: 1--2120, 3.50 5--2120.3.50 FORCES - LOAD CASE 81 TOP CHORD: 1-2--3667, 2-3--4184, 3-4--4184, 4-5--3667, BOTTOM CHORD: 5-6- 3249. 6-7- 3249, 7-8- 3249, 8-1- 3249, WEBS: 2-8- 166, 2-7- 1058. 3-7--824, 4-7- 1058, 4-6- 166, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 .1.15 UNIFORM 1- 2- BO 2- 4- 160 4- 5- 80 5- S- 32 1 CONCENTRATED 2= 420 4= 420 2 MEMBERS NAILED TOG. W/1 ROW (S) OF .131x3 in. NAI'L'S 10 in. o.c.(TOP CHS.). AND 1 ROWS) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.) For Webs use i ROW of NAILS 12 in. o.c. i1.nING ®EPAR E a- DEC 2 2 1999. A. �OQROFESSIO( A WARNING- Verify design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. 19 Design Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual O 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 y J`l CNit �P permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quali'y control, storage, delivery, erection, and bracing, consult OST -88 Ouality Standard, DSB-89 Bracing CALIF Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D, MITek Industries, Inc. Onofrio Drive, Madison, WI 53719 Symbols J5 PLATE LOCATION AND ORIENTATION WEBS 11/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply Shy V plates to both sides of truss and securely seat. 0 Cl 0 *For 4 x 2 orientation, locate � plates 1 /8" from outside edge of o truss and vertical web. Numbering System J2 J3 J4 TOP CHORDS C2 Q J5 WEBS Shy V ce cC, *This symbol indicates the BOTTOM CHORDSJ1 J8 J7 J6 required direction of slots in connector plates. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75. 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, M.1- TM MITek Industries, Inc. TM - PANEL FORM018,019GANG-NAIL O HYDROA/R® CLIP R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. i 13. Do not overload roof or floor trusses Vvith. stacks of construction materials. 14. Do not cut or alter truss member or plate ; t1 without prior approval of a professional ; engineer, 15. Care should be exercised in handling; erection and installation of trusses. © 1993 Mitek Holdings, Irib.. _ Customer HALE 024585 15 ] Mon Dec 20 11: 10: 17 1999 Project #: 1217HALE Truss ID T-2 Family # 324 Span 21-0 Quantity 1 Top Pitch 6/12 TROJA ACES -32 Ver.2.0, Bla (4 /6 /1 999) PLATE OFFSETS (X -LEFT, Y -TOP) : [j2-4.2.51. [j4-4.2.51. 4) 1-4 5-4-3 I 1076 15-7-13 21-0 ,1-4 5-4-3 5-1-13 5-1-13 r 5-4-3 _1t .iris 6X8 r.MA -r►r. 7-' " 0,C. 1x4 anc � ••-• 5-4-3 10-6 15-7-13 21-0 5-4-3 5-1-13 5-1-13 5-4-3 ,6 s L. HL TO PK:5-11-12 LEFT HEIGHT:0-4-2 SPAN:21-0 RISE:4-4-2 R. HL TO PK :5-11-12 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE TOP CHORD:2X4 OF LUMBER NO.1&Btr GR PLATES:M20-165,142 DF -L L TOP 30 O 10 TOP 2-3-0.473 BOTT 6-7=0.311 BOT CH0RO:2X4 No.1&Btr GR OF -L BOTT 0 B LL.OEFL.@7-0.07 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 in a.c. UBC-ICBO,TPI-91 PETITIVE STRESSES USED NO. OF MEMBERS - 1 RE DEFLECTION (IN.) L.L- 0.07, O.L=0:04, T.L=0.12 REACTIONS, SIZE: 1--1122.3.50 5-1122.3.50 UPLIFTS (LBS1: FORCES - LOAD CASE 01 TOP CHORD: 1-2--1605, 2-3--1889, 3-4--1889, 4-5--1605, BOTTOM CHORD: 5-6- 1422, 6-7- 1422, 7-8- 1422, 8-1- 1422, WEBS: 2-8- 83, 2-7= 529, 3-7--412, 4-7= 529, 4-6= 83. 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 -ffE COUNI ILQING DEPARTMi: `DEC 2 2 1999 P P R V EP o11ko 5lp�gl NG YG fiti� W � A WARNING- Verify desig7: parameters and READ NOTES ONTHISAND REVERSE SIDE BEFORE USE. � .9914 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 resporsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Addit onal 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 regardingC'V's fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing �•�� qTF OF CA���� Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MiTek Industries, Inc. Onofrio Drive, Madison, WI 53719 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless XN dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, �e ,/a„ -- 0 *For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of o truss and vertical web, Numbering System J2 J3 J4 TOP CHORDS C2 c3 XN ce c7 *This symbol indicates the BOTTOM CHORDS required direction of slots in J1 J8 J7 J6 connector plates. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI TM MITek Industries, Inc. TM PANEL HYDROA/R® CLIP FORM018,019 �N�'-NAIL 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. - 13. Do not overload roof dir floor trusses with stacks of construction materials. 14, Do not cut or alter truss member dr plate ? without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc.- Customer': HALE z [ 02476713 Thu Dec 23 10: 56: 20 1999 Project #: 1217HALE Truss ID T-3 Family # 104 Span 21-0 Quantity 2 - Top Pitch.: 6/12 ACES -32 ver.2.0.1310(4/6/1999) " r-4 5-6-5 10-6 15-5-11 I 21-0 I 5-6-5 4-11-11 4-11-11 5-6-5 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 19 0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. 4X4 FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS 3 REQ -0) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES rnMMFNTARY AND RECOMMENDATION.. 4) JX4 Jho :6 5 7-2-3 13-9-13 21-0 7-2-3 6-7-10 7-2-3 L. HL TO PK: 11-6-14 R. HL TO PK :11-8-14 LEFT HEIGHT:0-4-2 SPAN:21—O RISE:5-7-2 RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.142 L O TOP 1-2=0.351 TOP CHORD:2X4 No.16Btr GR OF—L TOP 30 i0 BOTT 5-6=0.342 BOT CHORO:2X4 No.16Btr GR DF—L BOTT O B LL.OEFL.@7=0.05 < L/360 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.15 PLATE — 1.15 SPACING:24.0 in o.c. UBC—ICBO,TPI-91 REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L= 0.05, O.L=0.03, T.L=0.08 REACTIONS, SIZE: 1--1122, 3.50 5--994.3.50 FORCES - LOAD CASE #i TOP CHORD: 1-2=-1567, 2-3=-1357, 3-4=-1357, 4-5=-1567, BOTTOM CHORD: 5-6- 1390, 6-7- 957, 7-1= 1390, WEBS: 2-7=-347, 3-7- 482, 3-6= 482, 4-6=-347, JUTTE C4�i�1 �• RAJfLDING DEPAR1'W`Et`ibEC 2 7 1999 AP! VEF �pP9-6FEC10ALd, �EGQNky 4 2�2 m A WARNING - Verify design parameters and READ NOTES ONTHISAND REVERSE SIDE BEFORE USE.X) NO 99)9 .. 4 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 rF Q7�1� fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing CAL* Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITak Induatrlas, Inc. Onofrio Drive, Madison, WI 53719 Symbols PLATE LOCATION AND ORIENTATION 131 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 *For 4 x 2 orientation, locate o plates 1/8' from outside edge of o truss and vertical web. *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane M at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabu'ar plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75. 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, �/� Indicates location of required 11. Bottom chords require lateral bracing at 10 �/ continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1/o/ unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring:. 4� WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility:,nf BEARING others unless shown. Indicates location of joints at which bearings (supports) occur. 13. Do not overload roof or floor trusses,with t i stacks of construction materials. fg—TM 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, MtTek Industries, Inc. 15. Care should be exerc son &d;in hdlin ® 9r . . TM erection and installation cf trusses: {``��® PANEL HYOROA/R® CLIP © 1993 Mitek Holdings, Inc. FORM01 8.010 GANG -NAIL 02456517 Customer HALE Mon Dec 20 11: 10: 30 1999 Project #: 1217HALE Truss ID JACKS Family # 205 Span 5-0 Quantity 1 Top Pitch 6/12 TROJA ACES -32 Ver.2.0. B1O (4/6/1999) 1-4 6-0 6-0 STR.INC.: LUMB - 1.15 PLATE - 1.15 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L= 0.00. D.L=0.00, T.L=0.00 REACTIONS, SIZE: I--402. 3.50 3--103.3.50 2--228.1.50 UPLIFTS (LES): FORCES - LOAD CASE #1 TOP CHORD: 1-2- 0 2-3- 0 BOTTOM CHORD: 3-1- 0, WEBS: SPACING:24.0 in O.C. NO. OF MEMBERS - 1 1-16G-IGf3U, IPI -L-12 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 40im cowv pts A WARNING- Verify design: parameters and READ NOTES ON THISAND REVERSESIDE BEFORE USE. Design valid for ue 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 reconsibility, of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. A]ditional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracirg of the overall structure is the responsibility of the building designer. For general guidance regarding �.� fabrication, qualiy control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. Onofrio Drive, Madison, WI 53719 DEC 2 2 1999 a7O'� e, 70 rvi� �P CAUfgR� 6-0 6-0 L. HL TO LEFT HEI3HT:0-4-2 PK:6-6-13 SPAN:6-0 RISE:3-4-2 RIGHT HEIGHT:3-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE TOP CHORD:2X4 OF LUMBER NO.1&Btr PLATES:M20-165,142 GR OF -L L TOP 30 D 10 TOP 1-2-0.529 BOTT 3-1=0.236 BOT CHORO:2X4 No.i&Btr GR OF -L RnTT O 6 LL.DEFL. < L/360 WEBS :2X4 STANDARD GR DF -L - STR.INC.: LUMB - 1.15 PLATE - 1.15 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L= 0.00. D.L=0.00, T.L=0.00 REACTIONS, SIZE: I--402. 3.50 3--103.3.50 2--228.1.50 UPLIFTS (LES): FORCES - LOAD CASE #1 TOP CHORD: 1-2- 0 2-3- 0 BOTTOM CHORD: 3-1- 0, WEBS: SPACING:24.0 in O.C. NO. OF MEMBERS - 1 1-16G-IGf3U, IPI -L-12 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 40im cowv pts A WARNING- Verify design: parameters and READ NOTES ON THISAND REVERSESIDE BEFORE USE. Design valid for ue 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 reconsibility, of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. A]ditional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracirg of the overall structure is the responsibility of the building designer. For general guidance regarding �.� fabrication, qualiy control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITek Industries, Inc. Onofrio Drive, Madison, WI 53719 DEC 2 2 1999 a7O'� e, 70 rvi� �P CAUfgR� Symbols J5 PLATE LOCATION AND ORIENTATION WEBS 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply Shy V plates to both sides of truss and securely seat. 0 O *For 4 x 2 orientation, locate plates 1/8" from outside edge of ao truss and vertical web. Numbering System J2 J3 J4 TOP CHORDS C7 CJ J5 WEBS J Shy V CB C7 C6 0 cc 0 U a 0 *This symbol indicates the BOTTOM CHORDS required direction of slots in J1 J8 J7 J6 connector plates. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75.91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. TM M1 MITek Industries, Inc. TM PANEL GANG -NAIL R FORM018,019 O HYDROA/RO CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at' /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses arefthe responsibility of others unless shown. 13. Do not overload roof;or floo�'trusses with stacks of construction materials. 14. Do not cut or alter tiu'ss member or plate without prior approval of.o professional engineer. 15. Care should be exekised iri handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. ,,, MRR. 9.2000 4:51PM NO.097 P.2 02813459 Cug-tomar HALE Thu Mar 9 OB' 13: 30 2000 Project ' 1 17HALE Truss IO T-4 FamsI M 324 5 Span 3-0 Quantity 2 Top Pitch ' 5/12 TRVJAn :86-32 ver.2.0. 1310 (4/8/19921 ,ATE OFFSETS (X -LEFT, Y -TOP)! 132.4, 2.51. [j5-3.31, (JG -4.2.51. 1)13-4,21. 41 1-4 -4-3 11- - - -6 - -1 - 29-6 .33-Z-13 - 1- 5-4-3 5-9 5-7-4 4-2-4 4-1-6 4-6 4-1-13 5-4-3 6X84X5 4X5 5X6 4X5 4X5 6X8 2 3 4 5 6 7 9 3X4 4X5 4X5 5X8 4X5 4X5 3X4 5-4 _3 1t-1- 1 - - -10-1 -- -7�-1 - 5-4-3 5-9 5-7-4 4-2-4 4-1-6 4-6 4-1-13 5-4-3 ;5 9 HL TO PK' 5-1112 SPAN: 39-0 RISE: 3-4-1 R_ HL TO PK : 5-11-12 RIGHT HEIGHT: 0-4-2 _EFT HEIGHT; 0-4-2 (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165.14 GR OF -L .0AOING LTOP 4-5-0.622 TOP CHORD:2X4 80TT 14-1°920.32$ BOT CHOR0:2X4 NO.1&Btr No.1&Btr GA OF -L FOP 30 10 ?OTT 0 B LL.0EFL_1915-0.OEi < L/360 WEBS .2X4 STANDARD GR DF -L 1.25 SPACINO. U6C-IC60,7P'I-e TEPETITIVELSTRESSESINOTTLUSED OF MEMBERS )EFLECTION(IN.) L.L- 0.06, D.L-0.04. T.L-0.10 1EACTIONS, SIZE_ 1-1803. 3.50 9--756.3-50 13--3611. 3.50 11--1926.3.50 FORCES - LOAD CASE 91 TOP CHORD: 1-2--2982. 2-3--2895. 3-4--901 . 4-5- 2033, 5-6- 2039, 6-7- 666 , 7-8- 536, 8-9--726 , . )OTTOM CHORD: 9-10- 643. 16-11- 643, 11-12--536, 12-13--666, 13-14- 901, 14-15- 2895. 15-16- 2642, 16-1- 2642. WEes: . 2-16- 175. 2-15- 290. 3-15- 52. 3-14--2218. 4-14- 1126, 4-13--3500. 5-13--664. 7-12--151, 7 -Si --614, 8-11--1410, 8-10-'150, 5-13--1640, 6-12- 216, .OAOING STRESS INCREASE LOADING PANELIPLF) / JOINTS(LBS) LUMBER PLATE TYPE UNIFORM i 1.15 1.15 1 2_ 6- 160 8- 9- 80 8- 1- 32 CONCENTRATED 2- 420 a- 420 3 MEMBERS NAILED TOG. w/1 MOW (S) OF _131x3 In. NAILS 10 in. O.C.(TOP CH5.),AND 1 ROW(S) of .131x3 1n. NAMQ? @n9o,1ffi4T. CMS.) pr webs use i Row of NAILS 12 1n. o.r:. J��Ift%ft.- ,iv 4407 -YE -�,. 11 WARNING - Vero design parameters and READ NOTZS ON THIS AND REVERSE SIDE BEFORE -USE'_ Oeslgn valid fpr use only with MITek connectors. This design Is based only upon p4rdmolers shown, and Is for an Individual building component 14 bo Installed and loaded verllcally. Applicability of design parameter; and proper Incorporation of component Is responsibility of building designer - not (ruse designer, Bracing shown Is for lateral support of Indhddual wob rnombors only, Addldonol temporary bracing to Insure stability during construction Is the responetblllty, of the erector. Additional permanent bracing of the overall struc[urs is the reeporrslblMy of tho building designer. For general guidance rogarding IabrIcallon, oustry control, storage, delivery, ae6ction, and Waging, consul[ OST -60 Quality Standard, DSB- 99 Bracing Spoclflcollon, and HIB -91 Handling installation and Bracing Reeommondollon avallable from Ttaae " Plate Institute, 303 D'Onolrlo Orlvo, Madison, WI 53719 Wok Industries, Inc. ptitOfESSIp�,,_ pOft �G ,�. N�049919 .d OF Cu5•tomer : HAL1, E Minn Feb 29 Oe: 09: 40' 2000 Project *: 1217HALE Truss TO : T -'SO Family M 324 ' Span 39-0 Quantity 1 Top Patch 5/12 :HS -32 vef-.2.0. BIC (4/6/1999) TROJAN ATE oFFsETs (x-LEFTY-ToP): (j3.4,2.51. (36.3.31. 08.4,2.5). 1113.2, 1.S), (116.6.1.51. ]TT CHORD SPLICES: 14-15-5XiOw/6: TOP CHORD BRACING @14'-O,C, UNLESS RIGIDLY SHEATHED. BOTTOM. CHORD CONTINUOUSLY BRACED Qat 10' V' O.C. UNLESS RIGIDLY SMEATHEO, LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'O) REFER TO TPI PUBLICATION HI9,91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. 1-4 -3 12-3-9 17-1- 21-10-13, 26-8-7 31-7-13 -1 1- 3-8-1 3-8-1 4-11-6 4-9-10 4-9-10 4-9-10 4-11-6 3-8-1 3-8-1 3: 6X8 3x4 3x4 '5x6 3x4 6X8 3 4 5 e 7 13 %VA 'tVA 10 2x3 WEDGE .O Ir - In r, 14 12 1C II 1x4 3X4 3X6 3X4 3X8 3X6 3X4 1X4 2X3 WEDGE 08=1 1,7-4-3 112-3-9 17-1-3 T 21-10-1.3� 28-8-7 ( 31-7-13 5-3-15 39-0 � 3-8-1 3-8-1 4-11-6 4-9--10 4-9-10 4-9-10 4-11-6 3-8-1 3-8-1 HL TO PK: 8-2-9 R_ HL. TO PK : B-2-9 -FT HEIGHT: 0-4-2 SPAN: 39-0 RISE: 4-4-2 RIGHT HEIGHT: 0-4-2 )ADING (PSF) MAX STRESSES MINIMUM GRAPE OF LUMBER PLATES:M20-155,142 L D TOP 4-5-0.711 TOP CHORD:2X4 NO.16Btn GR DF -L )P 30 10 BOTT 14.-15-0.732 BOT CHORD: 2X4 No _ 1&6tr GR OF -L )'TT 0 (3 LL.DEFL.@14-0.40 < L/360 WEBS :2X4 STANDARD GR OF -L 'R.INC.: LUMB 1.15 PLATE - 1.15 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 _PETITIVE STRESSES USED NO. OF MEMBERS - 1 FLECTIONUNA L.L- 0.40. D_L-O.24. T,L-0.6A ACTIONS. SIZE: 1--1966, 3.50 10--1986.3,50 PLIFTS (LBS) : iORIZ. (LBS): 1-3500 FORCES- LOAD CASE P1 TOP CHORD: 1-2--3606. 2-3--3276, 3-4--4160. 4-5--4754.• 5-6--4754, 6-7--4754, 7-8--4160. 9-9-73276. 9-10--36061 TTOM CHORD: 10-11- 3167, 11-12- 3187, 12-13- 2925, 13-14- 6160, 14-15- 4754. 19-16- 4160, 16-17- 2925, 17-18- 3187. 18-1- 3187, WEBS: 2-18- 58, 2-17--294, 3-17- 202. 3-16- 1545, 4-16--831, 4-15- 752. 5-•15--384. 5-14- 0 6-14--364. 7-14- 752, 7-13--851, 8-13- 1545. 8-12- 202, 9-12--22 9-11n 56 . �P�JSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHO BLE 6-8 L(BC-94 JSS HAS BEEN CHECKED FOR 3300 LBS DRAG FORCE (DOL --1.33) BETWEEN JOINT 1 brCl JOINT 10 � �l:r 2r 0 V�p iLrl7�o� o...v ^. - "PP6 k WARNIN6 - VerVy design parameters and READ NOTES ON THIS AND nV,ERSE SIDE BEFORE USE sign vAlld (of use only with MITMK connedtorc. This design Is based only upon parameter& shown, and Is for an Individual ' 'ding Component to be Installed and loaded vertically. Applicability or design parameters and proper Incorporation of iponanl Is responsibility of building doslgner - not true& designer. Bracing Shown Is for lateral allppOrl of Individual ) members only. AtltllUongl temporary bracing to Insure stability during construction 1$ the responslblllty 61 the erector. na Iltlonal pormaneni bracing of the overall structure Is the responsibility of the building designer. For general gdldance arding 1abrlCatlon, Quality control, storage, delivery. orectlon, and bracing, consult OST -09 Quatlty Standard, 088- , gracing Speelllcetlon, and HIB -91 Handling Installellon and Bracing Recommendation avallabie from Truss Nil le Institute, 593 D'Onotrld Drive, Madison, WI 53719 MTek Industries, Inc. If Z'd 8Sz'ON EXP 9-30.00 `J4 CIVIL OF GAUtiOR 4F- : S 0002 ' 2 ' 21t1W 852 Customer HALE 0245 1 1 Mon Dec 20 11: 11: 01 1999 Project #: 1217HALE Truss ID T-6 Family # 106 Span 39-0 Quantity 1 Top Pitch 6/12 TROJAN ACES -32 Ver.2.0. Bld (4/6/1999) PLATE OFFSETS (%-LEFT, Y -TOP): (j2.3, 31, ij6.3, 31, (i9.4, 21, 1 a 3: 6-10-7 13 0 4 19-6 25-11-12 32-1-9 39-0 6-10-7 6-1-13 6-5-12 6-5-12 6-1-13 6-10-7 4X4 4 2X3 WEDGE 3X4 5X8 3X4 2X3 WEDGE 7 10-0-5 19-6 28-11-11 A' WARNING - Verify design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. 39-0, t 10-0-5 9-5-11 9-5-11 10-0-5 members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional HL TO PK :21-9-10 L. HL TO PK:21-9-10R. LEFT HEIGHT:0-4-2 SPAN:39-0 RISE:10-1-2 fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D• MiTek Industries, Inc. RIGHT HEIGHT:0-4-2 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF TOP CH0RO:2X4 LUMBER No.1&Btr PLATES:M20-165.142 GR OF -L L D TOP 6-7=0.744 TOP 30 10 BOTT 10-1=0.707 BOT CH0RO:2X4 No.1&Btr STANDARD GR OF -L GR DF -L BOTT 0 B LL.DEFL.@9-0.20 < L/360 WEBS :2X4 STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 in OF MEMBERS a.c. = 1 UBC-ICSO.TPI-91 REPETITIVE STRESSES USED NO. DEFLECTION (IN.) L.L- 0.20, D.L-0.12. T.L-0.32 REACTIONS, SIZE: 1--1986, 3.50 7--1986, 3.50 FORCES - LOAD CASE #1 TOP CHORD: 1-2--3295, 2-3--2946, 3-4--2055• 4-5--2055, 5-6--2946. 6-7--3295. 2928. BOTTOM CHORD: 7-8- 2928, B-9- 2416,9-10- 2416, 10-1- - 320. 5-9--822, 5-8- 525, 6-8--436, WEBS: 2-10--436. 3-10- 525, 3-9--822, WEB 3-9; 5-9 BRACED at 1/2 POINTS AS SHOWN ABOVE Note: Use 1x4 or 2x3 Cont Bracing conn.w/2-8d nails, or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o. %TTEDEC 2 2 1999 ilLMNG ®EPAR-1 WEN" �+( A' WARNING - Verify design parameters and READ NOTES ON THISAND REVERSE SIDE BEFORE USE. 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 webK 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 Bracing fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D• MiTek Industries, Inc. '7 F Onofrio Drive, Madison, WI 53719 . Symbols J5 PLATE LOCATION AND ORIENTATION WEBS 1,A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply a+' ii plates to both sides of truss and securely seat. 0 cr 0 *For 4 x 2 orientation, locate plates I /a" from outside edge of o truss and vertical web, *This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C2 c3 J5 WEBS a+' ii ce c� cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each °r joint and embed fully. Avoid knots and wane M at joint locations. L) 4. Unless otherwise noted, locate chord splices o at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75. 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing: ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. FMITM MITek Industries, Inc. O TM PANEL ® FORM018.019 GANN G -AIL HYDRO -AIR CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed,' unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with'` stacks of constructionjmoterials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, ' erection and installation, of.trusses. © 1993 Mitek Holdings, Inc'. , 02456520 Customer HALE Mon Dec 20 11: 10: 53 .1999 Project #: 1217HALE Truss ID T-7 Family # 324 Span 39-0 Quantity 2 Top Pitch 6/12 ran. ]A] ACES -32 Ver .2.0. 1310 (4 /6 /1 9991 PLATE OFFSETS (%-LEFT, Y -TOP) : [j2-4.2.51. [j4.3.21. [j5.3, 31, (j8-4. 2.51. [j 13-6. 21. 3; 1-4 5-4-3 10-1-15 14-5-12 19-6 24-2 28-10-1 33-7-13 39-0 5-4-3 4-9-12 4-3-13 5-0-4 4-8 4-8 4-9-12 5-4-3 6X8 4X5 4X8 5X6 4X5 4X5 6X8 2 3 4 5 6 7 8 3X4 4X5 4X5 5X12 4X5 4X5 3X4 5-4-3 10-1-15 14-5-12 19-6 24-2 ,28-10-1 33-7-13 39-0 5-4-3 4-9-12 4-3-13 5-0-4 4-8 4-8 4-9-12 5-4-3 ;6 9 L. HL TO PK:5-11-12 SPAN:39-0 RISE:3-4-2 R. HL TO PK :5-11-12 RIGHT HEIGHT:O-4-2 LEFT HEIGHT:0-4-2• LOADING (RSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-165,142 L D TOP 3-4-0.631 TOP CHORD:2X4 No.16Btr GR DF -L TOP 30 10 BOTT 11-12=0.362 BOT CHORD:2X4 No.1&Btr GR OF -L BOTT O B LL.DEFL.@11=0.10 < L/360 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING:24.0 in o.c. UBC-ICBO,TPI-91 REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 DEFLECTION (IN.) L.L- 0.10. D.L=0.06, T.L=0.16 WEB: 4-13 TO BE 2X4 No.1.&Btr GR OF -L REACTIONS. SIZE: 1--830. 3.50 9--2073.3.50 14--4794.3.50 FORCES- LOAD CASE #1 TOP CHORD: 1-2--885 . 2-3- 566 . 3-4- 3166, 4-5--995 5-6--995 6-7--3269, 7-8--4007, 8-9--3566, BOTTOM CHORD: 9-10= 3159. 10-11= 3159• 11-12= 4007, 12-13= 3269, 13-14=-3166, 14-15=-566, 15-16= 784, 16-1- 784, WEBS: 2-16- 160, 2-15--1551, 3-15- 910, 3-14--3074, 4-14--3004, 4-13- 4733. 5-13--775, 6-13--2633, 6-12- 580, 7-12--854, 7-11--328, B-11- 975, 8-10- 160, LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 2- 80 2- 8- 160 8- 9- 80 9- 1- 32 CONCENTRATED 2- 420 8- 420 2 MEMBERS NAILED TOG. W/1 ROW (S) OF .131x3 in. NAILS 10 in For Webs use i ROW of NAILS 12 in. o.c. o.c. (TOP CHS.), AND i ROWS) OF .131x3 in. NAILS 12 in. o.c (BOTT. CHS.) �E �l DEC 2 2 1999 li-aING RTM 99.0f E010 A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual -3 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of swum- 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 JIM 0,0& J> CNI� permanent bracirg 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 �& ` dP CALW - Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D• MiTek Industries, Inc. Onofrio Drive, Madison, WI 53719 - Symbols ' PLATE LOCATION AND ORIENTATION Center plate on joint unless X dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ys„ 0 Q 0 *For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. _ *This symbol indicates the — required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C2 C3 3 X NI- C8 C7 06 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gong-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 0 Cc 0 U a 0 PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75. 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI . 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI TM MITek Industries, Inc. TM PANEL GANG -NAIL FORM018.019 O HYOROA/R® CLIP R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring,. connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or. -plate ; without prior appro\gl of arprofessional T engineer, ., I ` 15, Care should be exercised in handling, f erection and installation of -trusses, © 1993 Mitek Holdings, Incl_ NoithStar ENGINEERING Civil Engineers • Planners • Surveyors TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Hale Residence located at parcel number 064-360-019 in Magalia as provided by Trojan Truss Company. The purpose of my review was to insure that the Truss Designer used the proper gravity and. lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did . not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Truss T4 span shall be revised so that the interior bearing point lands over the wall framing. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 w - r MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 MiTek RANCHO CORDOVA CA 95670 , USA FAX (916( 631 5225 TELEPHONE (916( 631 7811 i 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. Trusses are designs are adequate to ,-upport up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If 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 c:Irrying the load. Attach with I Od nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-53 51. RY/ek 10 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT �-� GJ. JOB NO. LOCATION �Q ✓ 2 (,J r = c _ !'. �� e_ P A A. -DATE 2 GI CODES: Uniform Building Code, 1997 Edition . AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c'= 2500 psi @ 28 Days Masonry: f'm 1500 psi, - Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days �pFESS/01V Steel Reinforcing: A-615 Grade 40 for #4 and rM•RI �F A-615 Grade 60 for #5 an C'y�li Structural Steel: ASTM A-36 Cl) �G m Steel Pipe: ASTM A53 Grade B w 590 Steel Tubing: ASTM A500 Grade A or B 0 Machine Bolts,.Anchor Bolts: ASTM A307 Grade 0/03 Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: Beams & Stringers, Posts & Timbers: D.TF.® CgOFO�A` Plywood: A.P.A. Rated Sheathing, Grade CD,UBC'Std OR .OSB of equal or greater allowable stress Glue -Lam Trower: ANISI/AITC A190.1-1992 Simple Spans: 24F7V:4 Combination Cantilevers: 24F -:V8 Combination LOADS: Roof Live Load: 5 J psf Floor Live Load: psf Seismic Zone j Wind Speed: mph Exposure: Method 2 used unless -otherwise noted. Allowable Soil Bearing psf ARE SPECIAL INSPECTIONS REQUIRED ? �1O GENERAL: Any structural-- or. non-structural items that :are not specifically addressed in the following calculations and or details are 'designed by others and are not the responsibility of NorthStar Engineering. - -Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. 0 -.Page 1 of 1� 0a " r BY: JMR NORTHSTAR ENGINEERING 12/17/99 20 DECLARATION DRIVE JOB NO: 6836 CHICO, CA 95973 PG. 2 OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 5/8" OSB OR PLYWOOD 1.8 PSF FRAMING 3.5 PSF R-38 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.5 PSF DEAD LOAD 15.0 PSF LIVE LOAD (SNoI.J -D Z4001) 37.0 PSF TOTAL LOAD 52.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W = .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 * VW :.300W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .300W / 1.4 =.214W WIND: EXPOSURE B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 -:15' 0.62 Cq*qs*Ce = 0.0117 KSF 15'-'20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'-. 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: Jj DATE: -Z cl, JOB NO: fl) PAGE 3 OF ®r- �D_ O NorthStar 20 DECLARATION DRIVE f �CHICO, CALIFORNIA 95973 ENGINEERING 530.893-1600 Civil Engineers • Planners • Surveyors FAX 530-893-2113 3Y: J Cl IV®rthStar 20 DECLARATION DRIVE 'CHICO, CALIFORNIA 95973 10B NO: X 8 3 ENGINEERING 53x893-1600 'AGE 4 OF Civil Engineers* Planners* Surveyors FAX 530-893-2113 HT) 2 3 K- F H FH M �x . i , j = (2. ' 21- 4;o �;' S�L'G� CG��_= -2 -TI?-') BY: J I� =� torthStar DATE: I Z JOB NO: 2 ENGINEERING PAGE � OF Civil Engineers* Planners** Surveyors i� = I 2 . 2 4 Z. S L4 f- 2 foo �,] 9 P-2 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530-893.2113 V� — 0 214 C (2� r24�� 23C15�) �I� - � C�I2� �►� 13 r BY: DATE: 1 2 I JOB NO: PAGE OF WrthStar ENGINEERING Civil Engineers Planners• Surveyors• 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 Li�� 214 c�2 4- ("9 J 7(11 Z), o l l • � n BY: J NorthStar :DATE: . I Z I C>I i _ 3Wf.- ri. t ;.-: JOB NO: �v �(� ENGINEERING PAGE 7 Or Civil Engineers• Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX 530-893-2113' SHEAR; WALL SCHEDULE SHEAR WALL A ALLOWABLE LOAD/FOOT 260 380 490 550 640 760 980 1,2,3,8 PLYWOOD : 3/811 3/8" 3./8 3/8" 3/8" 3/8"CDX 3/8"CDX CDX CDX CDX STRUCT I CDX 2 SIDES 2 SIDES EDGE NAILING " 8d�6 8d�4 "3 is Sdi�3 Sd�3 "3 8d�2 "3 " 3 SdC�4 " 3 Sd�3 FIELD NAILING 5 8d (@ 12" 8d (@ 12" ad (@ 12" Sd (@ 12" ad (@ 12" 8d (@ 12" 8d (@ 12" SILL TH;CKNESS . 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d (@ 4" 16d (@ 3" 16d r@ 3" 16d (@ 4" 10. 16d (@ 3" 10 16d (@ 3" 10 16d (@ 3" io CLIP,BLOCK L550 L550 LS90 LS90 LS90 L590 LS90 TO PLATE (@ 22" C@ 14" C@ 16" C@ 16" 0 12" (@ 12" C@ 8". 5/8" 1p 5/8"0 5/8" 0 5/8"0 5/8" 0 5/8"0 5/8" 0 ANCHOR BOLT 48 o.c. 181, o.c. 1411 O.C. 12 o.c. 28 o.c. 24 O.C. 1811O.C. SPACING 9 1/2" 0 1/2" 1/2" m 1/2" 0 1/2110 1/2„ (p 1/2„ 0 36" o.c. 13" o.c. IO" o.c. 9" o.c. l8" o.c. 15" O.C. fill o.c. 1. OVER DOUGLAS FIP.STUDS (@ 16" O.C., HEM-F.IP TOP PLATES APE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. ALL VERTICAL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A.S ;SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OR 8d COMMONS 6. D.F. SILLS REQUIRED, STAGGER ALL SILL NAILS 7. SIMPSON MANUFACTURED CLIPS AT 24" O.C. FOP ENTIPE BALANCE OF WALL LINE. "BLOCK" MAY BE TRUSS CHORD OR RAFTER PEP DETAIL. 8. OSB WITH ALLOWABLE STRESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOR 3/8" CDX WHERE OCCURS. OSB SHALL BE RATED FOP EXTEPIOP USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WASHER. 10. REQUIRES 2 ROWS STAGGERED BY: 1 DATE: I JOB NO: Cji 8 RAGE OF g Mort hSta r ENGINEERING Civil Engineers Planners Surveyors, 20 DECLARATION. DRIVE CHICO,:CALIFORNIA 95973 530-893-1600 FAX 530.893.2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL _0 0 Q Q Q -7Q ALLOWABLE LOAD/r—'-OOT 200 380 490 550 040 700 980 SILL NAIL I lod (@ 4" led (a 3" lod (@ 3" 2 ROWS 2 ROWS 2 ROWS 2 ROWS Ie)d Ca 4 16d (a) 3 led (@3 lod (@ 3" NAIL CAPACITY 300 490 490 732 980: 980 980 2 5 J 3 5/8 4 3 5/8:' 31 5 28" m 5/8 5/811 ANCHOR BOLT 48" 18" 241118 SPACING 1/2"0 1/2"�. 3 1/2"0 3 1/2"(p 3 1/2" 1/2„ 0 1/2„ 0 30" .1311 10" 9" 18" 15" 1111 SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X I/2" 4 ANCHOR BOLT CAPACITY 27� 380 495 550 047 770 !,058 5/8" 0 ANCHOR BOLT CAPACITY 297 390 5.00, 594 05! I OTFS: 1, NAILS PER ICBG REPORT NO. NER-272 l•� i l\ i1 rn - 1APAClT" OF l0d 5�,.:<�:< - - 94*!.30 - l22 R /, NAIL 2. DESIGN CAPACITY OF BOLTS PER T ABLF 8.2E OF THE '97 NDS. CAPACITY OF 1/2" 4 ANCHOR BOLT IN 2X SILL = !.33 * o20- = 825 K / BOLT CAPACITY OF 1/2" 0 ANCHOR BQLT IN 3X SILL = 1.33 * 7304 = 970 4 / BOLT:. CAPACITY OF 5/8'.'(P ANCHOR BOLT 2X 51LL = 133 * 890 = 1184 ; / BOLT. CAPACITY OF 5/8" d ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 1510 +* / BOLT 3. REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50% FOR 2X SILL PLAT_ WHEN ALLOWABLE SHEAR PER FOOT 15 > THAN 350 PLF < 000 PLF. u l NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PRO JE CT r.�-, (Z 5Gj i -P ta-, t G JOB NO. LOCATION DATE i CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller ESS/QN A-615 Grade 60 for #5 and larger M R� '9l�. Structural Steel: ASTM A-36 teel Pipe: ASTM A53 Grade B F ' teel Tubing: ASTM A500 Grade A or.B achine Bolts, Anchor Bolts: ASTM A307 Grade A ood Connectors: Simpson Strong -Tie -or equal. } Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 CIVI ��� Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR CAL�F�� Glue-LamTimber: o ANequal /AITC A190. 1-1992 allowable stress Simple:Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 'S-7 psf Floor Live Load: 40 psf Seismic Zone Wind Speed: 75 mph Exposure::_ Method 2 used unless otherwise noted. Allowable Soil Bearing �Cj 00 psf ARE SPECIAL INSPECTIONS REQUIRED ? �I GENERAL: Any 'structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at:the project site to determine the expansion index or bearing capacity is•by others. Page 1 of BY: JMR NORTHSTAR ENGINEERING 12/17/99 20 DECLARATION DRIVE JOB NO: 6836 CHICO, CA 95973 PG. 2 . OF (530) 893-1600 LATERAL AND GRAVITY DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 5/8" OSB OR PLYWOOD 1.8. PSF FRAMING 3.5 PSF R-38 INSULATION 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF. MISCELLANEOUS 1.5 PSF DEAD LOAD 15.0 PSF LIVE LOAD (SN61J D Z400' 37.0 PSF TOTAL LOAD 52.0 PSF LATERAL LOADS: SEISMIC: 2.5 * .36 * W = .200W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 VW :.300W (PER UBC EQ. 30-1) NET SEISMIC FORCE _ .300W / 1.4 =.214W WIND: EXPOSURE B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' 0.62 Cq*qs*Ce = 0.0117 KSF .15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF 25'- 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: DATE: JOB NO: PAGE Z OF I*wthStar 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 ENGINEERING 530-893-1600 Civil Engineers• Planners• Surveyors FAX 530-893-2113 BY. J I� b thS'ar DECLARATION DATE: Z (C� ■ �-^—•�-^--- a. ,. .,. 20 DRIVE JOB NO: % J' o ___ ENGINEERING CHICO, CALIFORNIA 95973 530.893-1600 PAGE 4 OF 1 I Civil Engineers* Planners • Surveyors FAX 530.893-2113 T TS TS II . 21 TS - 2 {� LlC-1u N I FoIZ rl 1,d4t' ) .2 ALL STRUCTURES AND EQUIMMIT 6NICLUO9NG OVERHANGS ,�SHAL�.. 1E CLEF- P OF ;= E�tSEE'.��Et�3"�S. A �S�fE/^JT alt� OF_ 17 . FRO �,l TH't-H SIDE AND -y . FROMM .. VtL9ME Sa'iALL ..ate CLEAR OF S T RLX,:T-U SES a.st D EQU,PMiEJ'4`i E-.XoFr- ' FOR A 2 FT. EAVE OVERHANG. _r C BU S C ED, Fly T. °L k'�ro'9"t acns NOPWICH CIPCLE AP# 064-360-019-000 APPROVE; Butte County Environmental Health Date Signature (moor rians-revieweG Dv scnooi uistnct rersonnei Dis ict Identification No. oo '"` o / School District certifies that CklJ' fit•—�:X..�' (Applicant) 4-- (Street / (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing 5- / square feet. k4rr, School District Representative Paid by Check # Remarks: (State) IZip Code) by payment of $ AB 2926 = FULL MITIGATION = Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest Will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee 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 ICEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM form per Building) I ,t School District Q, V41IL4�e(One ""' Building Department No. A.P. Number OW 11 1 "V1 Jurisdiction: City County 21, 2 ,���- Property Owner ue 2 Property Location/Address /tlQr%��� l �l �r t/�/LC� Subdivision Lot No. Residential Development ................................................................................................ i Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to I (Group R) Units Installation Conversion Permit # .............................................. '(No foundation inspection); .......................-............................................ Commerc Industrial Sq. Footage New - Addition — (Including Exterior Roofed Areas) Building Depalfirrient Repre, entative Date (moor rians-revieweG Dv scnooi uistnct rersonnei Dis ict Identification No. oo '"` o / School District certifies that CklJ' fit•—�:X..�' (Applicant) 4-- (Street / (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing 5- / square feet. k4rr, School District Representative Paid by Check # Remarks: (State) IZip Code) by payment of $ AB 2926 = FULL MITIGATION = Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest Will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee 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 ICEOA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 200-10Q�0301 �. Recorded I REC FEE 7.00 Official Records I PENALTY 3.00 County Of I BUT I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Nikki 12:11PM 25 -Jan -2000 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT -I- Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. Theme 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: All that certain real property situate in the County of . Butte, State of California,' being; more particularly described. as follows: Lot 175, as shown on that certain map entitled "PARADISE.PINES UNIT 40, filed in the.office of the County Recorder of Butte County, California, on October 1, 1970, '•in:.Book..3.5 -of.. Maps, pages 97; 98,.99, 100 and 101. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining"operations shall be done from orifices outside' the surface area of the land herein described, and that i no damages shall be done'to the surface of said land. (A.P. No. 064-360-019 r i Date t/ 16a PROPERTY OWNERS: I State of California County of t2_->L'--iA� On z" before me, personallylappeared personally known to me (or proved to me on a basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument a pe n(s) or the entity upon behalf of which the person(s) acted, executed the instrument. �1 Signature. A.P. # Seal: CRYSTAL D. JONES COMM, #1109368 �s NOTARY PUBLIC • CAUFORNIA m GLENNCOUNTY Comm. Eras A11G.18 2000 ❑ APPROVED Permit Clearance ® CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS P/RIIO/RR TO APPROVAL Permit #: V� Date: /— 5-00 Genera/IIformationT ))� // Owners Name: I-�OL! 2 f7A-ur �6�rT� AP #: 06 `t 96(o -61 Same as Computer Information: ❑/V�No) �es / Address: _7-l I �,(� � Off C_ / / ' PrO,Oe/tY IMOrMaftn Zone District: 1 C I Date of Zoning Ordinance: General Plan: L -r-> P" Development Agreement:. Use Permit: Variance: Parcel Is In: Land Conservation Agreement S No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan Iff No ❑ Yes Violation Area No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use Floodplain jj ❑ Panel N No Yes Zone: umber: C) C) Watershed Protection Zone Iff No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Other S T 1 Proposed Use Complies With: IB General Plan Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit • ❑ Accessory Building Use Commercial/Iidus dal/MuIH-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Se -backs: Zoning Code StrHi hwa s Fr Preven i n Subdivision Ma Front C) e'/L Side 71C) Side street Rear O Height Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds S&Map Permit C/earance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes `�tAY2A1713�. �IIJ�S U�1T Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Compy with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Constnxtion across property lines is not permitted (See Land Development for a Merger Applicatlon/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Constixt road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. General Comments: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Plan Approved for: Sewage Disposal Clearance for bedroom mKiv Hold final for: Final clearance O.K. for: NOTE: Envi 8/92 Hea14 Specialist r•_}i. usr mi.Y. Hot Plan Attached G` 17„r,r flan Auached _ ' - Sent m B.D. // " / Location/ AP# Water Sup lyTPb / Private Well me. her S Date LL-4__ I 9 I I i I 1 I , 1 1 1 1 1 i 319 I, - , I i -i,— �i 3 r"---- ---i—-Ii— —� I---j---f-- ---t- 3 -4 X IRA - F -7 ice— i I! I i 1 ----APPIROVED��—�{--i- 1 iI Butte Colunty i env ronrr'�ntW H ae Itia I�— —i— X`32 i Date— I l i Sonat e 71► i I I ' !_�! ipRpy�({E(TAL H�AITH I I �—NOd�8-1995 ! I• ►III '� �_ i i !� ; � I I j i s„i3 i Ckchiook, —T—Hfo rii Ca►i I ► I I ( 1 ! I I�I I �� I ! � , I I 1 i a ;_ I �.Co �Z�� I j l ORh ��' C i i 9 1 1! l i l 0/-71 ! ! i Ll —� —'--- ! '' i A I a 1 t lE ISI v .c I il r 120,? c Z% GP2AG/= APPROVED Butte County Environmental Heafth D c, Ivo- K.!5 r