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HomeMy WebLinkAbout063-350-01463-35=1,4 92-2084P69, FLODIN•,' ' Terry at:w end of Nopel Rd, Forest contr: Illumination Electricwell elec 063-35-0-014 . 99-0251 BPEM TOY, Gary & Vivian 4636 N"el--A�e Chico (new SF) essenger o i / fid/ Sl/S�l Q -- s r: NOTES R RESIDENTIAL r� { P Mk 063-35-0-014 99-0251 BPEM 1 TOY, Gary Vivian 4636el Ave, Chico (new ) Messenger Const 0 itc c.R,�eA s S• Tom. t ' - SPECIAL CONDITIONS CHECKED BY — SRA FLOOD CERTIFICATE REQ. ` FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS ! VERIFY ' USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER OFFICE COPY Address f I GAS"at Meter ByELECTRIC r Meter By 4 'r i I JOB FINALED (Date) � y Signature l %� �— V = OK 0 = Not OK - = Not Applicable` MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 7 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date 11. 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 7 - 1 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL Date Underfloor (Plans) OK except #'s 1. Z ng-Setbacks-Easemen lope Av'Fig.jUain; Soils-Elec. Gr /- Ftg. Depth FF 33. arage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth a g., Porches & Decks; Soils -Steel•/ /" Ftg. Depth S w IIs, Main; Steel-Blockouts-Wrapped Date S walls, Garage; Steel-Blockouts-Wrapped Date Hold Downs and Special Anchors 7. Slab, Ste rapped 8. Pf - -replace Ftg.-Steel 36. D.W.V.; F itting-Test-2 Way C/O -Sewer Test 10. U as Pipe; Size Anchors - Yard Gas Piping; Size Test wo'water Pipe; Test -Anchors -Regulator -Service Test 12. E is Undergrou 1 Plenums S&__6 ; Clearance -Mat - upport-Ins. 14. Gir s -Anchor Bolt tsts-Ve ripRWa-' 15. Access & Ventilation 16. Insulation Date rn- q Date Card B-1 % Date Card B-1 V Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 7. ter Htr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection 9. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 2k Test Tub & Shower, Second Floor -Tub Access 2. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s /23. Wure & Transformer Clearance -Ins. Protection & Switches at Doors _,26' Sife Boxes & No. of Conductors Staoled CL26. Ber(ex Installed Close to Edoe of Studs & C.J. Epir. Ground made up w/Meth Fasteners -Bond Gas & Water r-2&-'_2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range ' dle / / ga Cu or AI -Oven Circ. / / ga Cu or At >1_61 -1 -ted Ne tral Q Yes O No 1. Servi-9,0iser Conductors & Ground Main Disconnect ,32. uip. earances Panels -Motors -Meth. Equip. 33. gJdfhes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B -i Date Card B-1 Date MECHANICAL (Permit) OK except #'s Comments at Final: .A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 3g. Condensate Drain & Overflow, Size & Grade 38. 39. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date -Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sits Proper Materials & Anchors 41: Walls Studs -Nailing Spacing & Braces -Plates -Sound _42 -Bearing Walls over Girders & Floor Nailing �Dr top in Walls (rat proof) 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing (C -angle,& Duplex) Date Z FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 7. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4-9 #ftic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50 Bdrm. Windows or Exiting Doors -Sill Ht. & Dimen ions Garage Fire Protection Framing �1 52. Property Line Firewall & Openings i3. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 154!Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection i/ 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Si - ailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. zi Area-Glas rotection-Skylights-Plastic 5 S ar Walls; fiVo, g -Bolts Gr 60. race Interior/Exterior II Panels 6 sulation-Walls-Ceilings 2. Infiltration -Walls -Windows Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Wps-Door & Sidelight Protection -Landings 6 m ke'Detector 65 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 6W -Bedroom Exiting F.J. & Bath Fixtures & Tub Access -Spa 68" Elec. Trim & Subpanel, Breaker Sizes & Labels 6 airs & Rafts 7Q,,,Gir 1pp or Stove, Clearance -Hearth 7 ie�s at Wood Panel, Int. & Ext. Kit. Fixt-& Appliance; Ground -Air Gap -Cooking Clearance 7 lec. Outlets & Receptacles at Kit. Counter 713!(`-,arage Fire Door, Swing -Landing -Closure 75: fr D rn Garage -Damper ir. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. a; Above Floor -Mach. Protection 1'77 Plb., Elec.&-Ntech. Equip. Listed for Location 78 RecepJacles in Garage (F.F.I.)-Romex Protection 79.jAeuM ion -Foam -Looked in Attic 80.ivard-Rails & Deck Construction -Post Caps 81. Fdn. VBents &'Crawl Hole Door Drainage & Wood -Earth ---Clearance Looked under Floor O Yes 82. Following' Instld./Drive p Yes J No/Walks J Yes J No/Planters 0 Yes ] No 85 Stucco Brown -Finish 84r A b. Unit Disconnect, Electrical -Plumbing 89.-Ve'nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86,Water Well, Disconnect, Electrical, Plumbing 87. Exterior'fflec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 9.0.-Cotrec1ens from Previous Inspections 94--G-as Te"eters Tagged, Gas -Electric gar-wa-ter & Sewer Connected -C/O to Grade -HD Approval RI-Enefgy.Compliance Certificate -Other Certificates 94. Address Posted Date / .� 1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 Z V s1 OWNER PERMIT NO. A 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. T �nP l e r L rLy Date Inspector n t REV 10/92. , ter, .A.aarrs .+rexaz- ai ps:`�t'�rr� .;n'?*rc 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 --1 6 OWNER -asp 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. �Cl/'IiAa � / 1-&41 - v u Date _ r Inspector REV 10/92 ..r CERTIFICATION OF INSULATION '\ y� OR TRACT SACRAMENTO INSULATION CONTRACTORS j/f �jADDRESS U / e-55 ne r LOT N I 6S (6 N ° ) e J 4 Y1C 1') CEILINGS El P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 E]1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED 6191:1141 ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL FIBERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS FORM BATTS FORM BATTS & BLOW FORM ► BATTS • MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED " THICKNESS MIN. INSTALLED WEIGHT PER SQUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS �-►cr R38 sry . p- I C/ 6X� KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE • MATERIAL FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL FO AIV\ MANUFACTURER W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR,SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INSULATION CONTRACTOR� ab q/ / o' TITLE MANAGER DATE SIGNATURE -GENERAL CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY P�_j COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 063-35-0014 ZONING TM -5 BUILDING PERMIT OWNER GARY AND VIVIAN TOY TELEPHONE SQ. FT. OCC. BUILDING VALUATION 2 3 R �ZS, �� , od .OWNERS MAILING ADDRESS 3245 JEFFERSON AVE, CHICO 1044 U 18792.00 CONTRACTOR'S NAME . MESSENGER CONSTRUCTION TELEPHONE 345-6731 294 3822.00 CONTRACTORS MAILING ADDRFM8O EGGLESTON LN. , CHICO 95978 1 CONSTRUCTION LENDER 1 Fireplace n2'O' E3000.00 LENDER'S MAILING ADDRESS Total Valuation 4500(678.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 531.70 BUILDINGADDRESS 4636 AJ. STOHR RD., CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1392.70 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Of Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap3 7.00 91.0 Solar or heatpumpwater heater 23.00 Water piping 15.00 15.0 Each gas water heater or vent 15.00 1 nn TYPE OF WORK New JM Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 600VOR LE Main Service 20 A 0".:.S RLESS 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 inII force and effect. _ License Class Lic. No. > %S / `� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLOS. SO 3.5¢FT. NON.HESID. MULTI -OUTLET @7,50 OWER APPARATUS dPSINGLE OUTLET CIR. E7(, OCCU OUTLET OR FIXTURES 20 @ 100 B . Ex. Occup. oFIxuTE RE.SDOEA. 5.00 Temporary Service 23.00 3.00 Mobile Home Facilities 20.00 Misc. Wirin EL !!l PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �1 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' om nsation insurance carrier and olicy umber are: Carrier ti Policy Number(71:3Mobile (The above sn ections not b completed 'rf the permit 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 f hwith comply with those provisions. iz-Date / >�� / ' nature of Applicant - ❑ Owner ❑ontractor ❑ Agent An OSHA permit is required for excavatio over 60" deep and dem lition or construction of structures over 3 stories in height. o/ /i� MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 25.00 Hood 6.50 Ventilation 4 4.0 18.0 PERMIT FEt S 84.50 Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R3 CONST. TYPE VN OT E$ 1877 HAZ. F M 7D CDF AR PD H 5SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By , L Date 6 �� PERMIT EXPIRES ON `T 3 0 Dae Receipt No. 632.42 - 1257904 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PI I ECTOR GOLDENROD -APPLICANT A COUNT: OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 y� �� MIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER4�5 _ 2/r_ J ZONING N� BUILDING PERMIT 00 OWNER /�/�/��✓ �� ,/ TELFDHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAlJ/j IADD s so,r� �✓` -, 7 32 1! o � CONTRAC R'S NAME C� O_ �� SS vV �--1 2J G�c�� TELEPHONE �� Z Z CD IR RUJACTQRS.MAILING AO s le- r IJ CONSTRUCTION LENDER Fireplace Total Valuatlon $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER / 1-a r / �Q� , /V LICENSE NO. Filing Fee S 20.00 Permit Fee j . Oo ifto- ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking; Fee 531-,'70 BUILDING ADDRESS A/ l� Energy Plan Checking Fee S �, I a CGI�G� PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 0 USEOFSTRUCTURE / SF j7� Duplex ❑ Mobilehome ❑ Other SFJ sPECIFr Solar or heat um water heater 23.00 Water piping 15.00 C Each gas water heater or vent 15.00 TYPE OF WORK NewA Addition ❑ Remodel ❑ Utirlties ❑ Installation ❑ Other ❑ Describe Work: 3/ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE i ELECTRICAL PERMIT Filing Fee 20.00 Main Service '000.' opss 23.00 Z LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00P. CCU000A NEW WEE200A OR AD DNS. ��,( D. C. eoi.D�S. so 3.501. NEW CONST. MULTI -OUTLET NON-RESID. @7.50 / POWER APPARATUS 6 SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FIXTURES BAL @ I.w Ex. Occup. oimers A Io.oE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' 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.) ❑ 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 f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling�— Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee S tu 1z 5 CONST. r ff TOTAL FEE $ HAZ. D. FEES IMP, FLooD CDf ARC Po MD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dera Receipt No. .,7.!5 7lf- WHITE-O.O.S.-B. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ENCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE hone: (916)-538-7681 PERMIT # I DISTRICT I/WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) / NAME: Lyeae. 4 �IP, SIGNATURE: MAILINGADDRESS: 13Z00 6- o,a 3Z06-o.a /Pc C4l"Ze PHONE: (//T K 6 73 LOCATION OF WORK TO BE DON 1. Curb: ❑ Gutter: ❑ 2. Driveway (List Type): 3. Underground Conduit: 4. Other: In compliance with your above ret this form) and special conditions SPECIAL CONDITIONS: DATE: ar dd alk: \ ❑\\ APLEASE CHECK) td subipcyto all terms, conditions (including those printed on the back of below, jArmission is hereby granteA. ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPR0JEC11F0RMS\ENCR0ACH. WPD Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works By. , GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further " understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall he kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the. gene -al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise 'out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte br• any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations small be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout, the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (51 below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95%) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 955. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original g.•ades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONVI VVVI K following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at lead as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to he placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. I1. If the construction work covered by this hermit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. - � �' } � y J « .,..• 1' v'C"1�'h .'t. N(.,; .'r.�,�; r. r4, o... • "t.A.C..�. �l..t�.rH�..i X^,�.• . •a� ra~i\...'�.%iF" •x: ,..� �. y � � COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -► 7 COUNTY CENTER DRIVE - OROVH.LE, CAIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: V .d O L ASSESSOR PARCEL NUMBER: - cvfK Proposed Building se: .j5'364,1_1e_,=Building Inspector: Id Date: At time of permit application, I was advis the following data must be submitted prior to pendit 6r4ceising and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 omplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- - - . Engineered plans,®4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----- Energy Design Compliance and supporting documentation. ------------------------------------ 75T ------------ ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------- ❑r.Fees ufactured Home data and installat n ' truc ns including Tie Down Specifications .------------------ of$------- Iz------------------------------------------ O pact fees as shown on the attached schedule.-----------------------------------------�-G--�------- —--------- lifornia Department of Forestry plan approval/fees.)9901--------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- P 4. Sanitation and plot plan approval 6#1 Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------=------------------------------- El 117. Planning approval for (A) Use: (B) Parking: -------------------------- L� 18. Contact Land Development about Improvements, ❑ Drainage, 1Kegal Parcel. -----= ----------------- 0, 9. Encrochmept Permit for driveway (construction approval prior to occupancy). -------'- ❑20. Pre -ins =ttioonn for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- C9VL5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑2 433 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- rt he en you issue the perMit, process as follows ❑ Mail to owner, ❑Mail to contractor. *elephone 4 673 and hold for pickup at Cdi ( --P office. ❑ Deliver with inspector. Applicant: GGL- Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:_L By: Copy of plans sent ❑ Health Department, ❑ Fire Departme ❑ Oth : Date: 1. Index permit application for the above items numbered: 1 lan Check List 2. Additional items required: Contractor, designer, owner, wakidviseofbf the above required y ❑ phoife, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was sed of the above�re uired data,b 13 phone, 13 mail, ❑ B "lu� i / l.. . ion ounter, by D te: Plans reviewed by: Date: ;tIV,dR' Plans approved by: Date: Sets of plans orfholofig ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached is Floor Plan Attached W Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance y .. Lci 1,3 ,g✓o,gl Aw- 63- 356-a 4- Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public x Private Well Clearance for d;-A-F4;lli". Other _ 3 4c�-m hu m Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Z -i/-moi Date +ti.�•. ,rrti..�j.--.�`n...t--::-*`-.y...��r��ti•.Y.'.�1:��,.✓:"+;.r .,w;;y..,n.f,: :S'�!J'T,.:rlilt.. �.. - tr°`�=-;�Ry:r:.A;l�r�"ti��.f:.i�'.,'.:-.,...4ar5N.,:lE>1.:-.^"'1�... '?';,..vr.�- .r-... 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 Celtn-1 A.P. # PROPOSED BUILDING USE �� ��✓� ��' DATE REC # DATE REC .BUILDING PERMIT FEES / `�s� -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ �2. SCHOOL DISTRICT FEES (Paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ / x $360.00 = $ 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 =$ 3q.ri. Hm>. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) / 7. SRA FIRE INSPECTION AND PLAN CHECK Q� $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 p DATE Original -Owner Copy -Building Div. (Rev. 12/96) PRAECT PROCESSING RWORD APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP a -12 2 3 rz ------------ 4{, -570 LAND OF NATURAL W EALTI-1 AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Date: February 16, 1999 Permit Applicant: Gary .& Vivian Toy 3247 Jefferson Avenue Yuba City, CA 95993 Permit Number : 99-0251 As: With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X] Comply with Plan C1 [ ] Resubmit Plans with [ ] Return All Origina I [ ] Other Parcel#: 063-350-014 0' - List isions As Required rials and Revised Plans to the Building Department Should you have any qu stions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney • Date: February 16,1999 Permit Applicant: Gary & Vivian Toy Permit Number: 99-0251 0 Assessor Parcel #: 063-350-014 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Verification of the grade of your drive way. Verification shall be submitted and signed by a registered engineer or licensed land surveyor. Grades over 15% are required to be paved. Your address is 4636 A.J. Stohr Road. You show both 40 year comp roofing and light rwnc�te_tile. Revise plans to reflect materials you will be using. �4! Provide gravity calculations for all floor beams include supports and footings where required. Provide manufactures specifications for high efficiency air conditioning unit. Show SEER of 12 or above. Second story foundation at bearing wall is shown with 6 foot gap - what is purpose? Should be continuous. Engineer of record is to review and approve trusses for conformance to his lateral design. Please also note drag truss reviewed. (T7A) How is ladder framing of garage roof accomplished - nailed or hangers. Call out on plans. Engineer of record is to address truss loads over 5000 pound. Foundation design. (T3) Plans need to be review by our engineering staff. You will be contacted if there are any questions regarding lateral design. Water tender fees may be due. I'm checkingg with Fire Department. I'll call when I have an ` action. ` 2at at i ovl Z- �Z.) School district fee form has been sent to contractor. Pay fees at school district and return yellow copy to Building Department. 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 Friday. Martha Whitney cc: Messenger Construction 13280 Eggleston Lane Chico, CA 95973 RESIDE ZTIAL PLAID CHECKIlMIG GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER:��'� 1%1ylan T©u Bum DINGP ER: •qq-b`-2S/ PLAN CHECKER: I"`j u,,-/ A - P. NUMBER: GENERAL: 1. Zoning requirements: (side yards and number of permitted living units). Valuation. �cVl SCGQ „ 3. Plans signed by designer. Proper description of work on application. Existing violations on property. ® Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. •` - Setbacks, side yards, easements, etc. Other buildings or structures. - .. t-; .. it-, ` Grading, fills and/or drainage. Flood hazard. 6 Special conditions on creation map (Noise, SA.A., Fire Sptihklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: /1! Complete to scale plan with dimensions. ,X. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). fl! Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). 171.1 G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unuam!ly Shaped Building�tion 2326.5.4). Standard bracing or engineered desi Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. 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. .oTYO' Rafter ties or bearing ridge beam. ,,0' Fireplace construction details and calc. if necessary. � P. Garage door and/or porch header sizes. 12. Stud heights. Adobe soils - special foundation design. .l Retaining walls requiring design. Special Inspection requirements. Header size. June 1997 3.2 NUSCELLANEOUS ITEMS TOL* 7UT FOR: I . Stairway details: landings, fia— and run, head clearance; handrails (Section 100c,. 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering, (Section 1501). ' 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. • 8. 36" halls and stairways. 9. Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances -L.P. G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) _ 19. For Inspection Jacket: Flood Hazard/Elevation Certificate _ SRA Requirements Special Inspection Requirements _ Automatic Fire Sprinklers June 1997 3.2 Q 1. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) �OJ rp Ll it Ifie C �J�Si . School District � Building Department No. A.P. Number 0.0 � � 3'�20 _ 0 � y Jurisdiction: � City � County Property Owner G -a r L4 i V I V )G -A- _F0 V Property Location/Address Subdivision t ,9 3(� AJ- d oh rmo.. I`� Lot No. Residential Development No of living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # ................................................................................................................... '(No foundation inspection)', Commercial/I ndustriai �l Building New Addition C,Q4;Cec__- C;2 3)(0 �1 Sq. Footage G7�-7 off' (Group R) Sq. Footage (Including Exterior Roofed Areas) LQ Date Irioor rians reviewea Dy ocnooi uistnct rersonnei) District Identification No. x%527 �UA XJ School District certifies that j&WMlIA daA 1. plicant) ICity) has complied with the requirements of Resolution No representing 1 �p square feet. School ve ILE Paid by Check # / Remarks: 12. (State) _ /12'7 (Phone Number) (Zip by payment of $ �� AB 2926 $ FULL MITIGATION f 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 ICEQAL this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicantl, Yellow (building department), Pink (school district) feeform xis 110/981dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 71t 7 �Ga W. oy Si ed in Notary's Presence) PROPE !Y OWNS S: Vi.r an. Joy (Signed Notary's Presence) JZ�1r.r� �gu State of California ) County of -SZCP' ) On ce%. a A, (gaq before me, � _ _j personally appeared Gary W. Toy and Vivian Toy personally known tom roved tom on the basis of satisfactory evidence) to be the person(s) whose name(s) is are ubscribed to the within instru a Uan-d-a—cknowledged to me that he/s a/the xecuted the same in his/he /their uthorized capacity(ie's), and that by his/h their signature(s) on the instrument, the perso sort pin the person(s) acted, executed the ins rum, , FICU6AOr46� WITNESS my hand and official al. Signat Ml►COML EOUNM IX "99 Al'-? 4<-.n (o:.ir A. P.', V v✓ V LJ I I l NOTE TO RECORDER: DO NOT RECORD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: A.A. - l Insert the legal description of the property in the space provided on the other side of this form. The legal. description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property oxners must sign in the presence of a Notary Public and have the form notarized. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) Awo �Ql16i�1Ai1I W llif ,It IMA ~.Now- *4 0 LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof �& Floor Systems (800) 678-0112 (530) 893-0112,o FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer:. L - L -k �< Address: F o �a:sf kRv�c.�4 AP#: INC. Job No: b� UNTIE C NI f Alpine Engineered Products Inc. Christian W. ChappMli WNQ ®EP,AR 8,4- 8351 Rovana Circle Sacramento, CA 958284 V ED (916) 387-0116 `7 Cl — O ;�' Timber Products Inspee;`. P.O. Box 20455 '��' 4- Portland, OR 97220 (503) 254-0204 r, L,ONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 ��WW Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: L-_ DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. . (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. 9 m •� l-usa6 71 41 TTE CC UNI i IILUING DEPARTME APPROVED JOB NO: TOY PAGE NO: 1 OF 1 J(11i GADI.E,EIu OFfAll_ ' (NSIR[iGBA[KAIL 10 LEOGEI (BRACED Al 55' LE(IGER (HAIL 10 VERTICAL Y/2-I0d NAILS) (K) SPACING F(II REFER. TO 5... -• -•— - - PRII[Y[T AIIACIYIEIIT SPECIFICAIIGII (ATTACH A35 III fl OIRECIIIN IPI: MAX, WED LEHGIII -IF() STAIIDARO 2X4• 0-1-0 (H) 13-6-0 (G) 77 A— y N c 110. 43645 ` TC OL OC OL OC I.L. jg;p 5.0 ISI IT 7-9-0 15-6-0 11 L BETTER 7-9-0 15-6-0 (N1 =TIL F 6pil 6MAC SPA(' I11G r X 4S11 (H) 2Xq F.L. OR H.F. I2 [R I— / BTR SIP.[)NGOACK BRACE IN 1 PEAK PLATE TO HAIDI CIRW:N TRUSSES. l SI 1 SPLICE PLATE IO MAICH (fugal TRUSSES. (HI 1 IEEL PLATE TO MAICII C0NH01 TRUSSES, (0) ITPIIaI 10 WEB FLATIIC,: USE (31 -2 - WIRE STAPLES (0.012 WAS GA. ) IIFIIAILEO URI] CICIRO 11110 WEB L JIM WEB Alin CI[RD Oil ONE FACE PIR A ]DIAL (IF 6 STARES. (PI I. ISI) L (III) HIST BE PLAIED. (6) GABLE EIU BESICII BASED Till 75MPH WINO LOA=. EXPOSURE 'B' AT 0-25 FT. WAIT IEIDII. O o O O O = 0 0 0 0 I= C� C7 [� C� C= C= E� _� �ALPINE� _� TRUSS o 1,7 C� O 1= C) C] -�Rlllr 11A1[RIAL \ (C) ' DUILOIIKER GALLE EIXI .X6 I IAGI➢IAl 3RACE 45 2X LEDGER II\Cf3R1[)li /II J� IRISSES SIRONICBACK (M) BRACED AT 55' D.C. (C) IX4 (011111X111S LATERAL OP,ACNIG FOR BRACE (SINDIGBACK) rEMDEP. LIRIGER NIAII 72'. ATIACII AT MIMDIMI IF EACII GRACE W/2 -8d CCIRIIOII HAILS. GABLE EII) 24' MAX OIlIL WKER 1111 )I TIM. CIIIIP•OS 10 BE 2X4 FIR -LARCH 12 MITI. r[]IE: 111IS DETAIL MAY BE USE[) FIIR MISSES WITH PITCHED O.C. ALSO. PLATE MAX, WED LEHGIII X,I , Y/ SIRIV;ZCK BRACE ( S ) STAIIDARO 2X4• 0-1-0 3x4• 13-6-0 II IT IMPORTANT M ; CAM 1PAU 141`K ALS"00� ►�I $1�' WARNINGS" "A10010. [Mlm C��a ilia 0E/1U1a1 UPON lilts 0111G1 OR Nest 1PECIFICIIIonf. on &III IRICING. He file -91 of IPI. SEE INN OE 015 IAILUPI 10 01011,0 till IMS IN C040""CI III "1 01110 II IPL FOR ►WIIIOIIAL SPECIAL PEP1/A14:111 1n AL 11x0 ALP114 coaCCI0n1 APB woe Of 7001 QALY. 1119(l.WC111a $61" OUIPl1ACNls. IAIEIs OIICnNIse Ilia llo, AA/O in I IXCEPI if 10110. APPLY COIP4CIOAS 10 EACN FACE Of (IOM SHALL IE L►IIPALLY DAACIO NII" P V ,IMI Ala LPCI11 a Ili- tI lDCA110 oil INN 01616". POYNION lI Al1AP40 PLINOoo 11(AIIIIlO, DOM" CI Y 'CV04CIOP1PEP DPAN11nS 1)0. IN E 111A•P. DESIGN IIAAQAMI NlIN PnOPIKI 1111CIIEO P1610 CIILIPQ -- I COMA 4� N/AP11, ICIeLI /MV 111 Ofn of Nos 1 IPI. )N U411(IP•s IVl1AE IICIAIICAL LPOAIE II/1/011 FOR P Il A1, oil INIs DPANIIO APPL11% 10 114 CO•P0111111 OLPICIlO 14P1 OPINALL APILICA110N. /1,011111 A COP/ Of III IN OKI, AlO I11ALL 101 at PELVO IOOII IN ANI OII4n .AY, OISIGIl 10 N4 1n1077 IICCIION CtlIIPAClon. Irl - In1_s IY All_IIq 111UIE. ulf - 1001 NLIImuL OEsIcN vLCIIICAIIan /on N1N1N C011s1O11C110N 6 - IN CIY1tfyl OLOCK NAILS 1 / I-lod /BRACE HAILS EACH ENO OUTLOOKEP. CRITERIA 3.5' MAX. IYP. rl0tt11 • e 24' Q.C. 1.5' MAX. 12' Hill 24' MAX 2X4 F.L. LIJiOER GRACIES MAX. LEIIG111 WITILl1I BRACING 1111 X,I , Y/ SIRIV;ZCK BRACE ( S ) STAIIDARO 5-11-0 11-10-0 TC LL 30.0 PSF 77 (LATE 10/31/94- y N c 110. 43645 ` TC OL OC OL OC I.L. jg;p 5.0 PSF PSF PSF IT 7-9-0 15-6-0 11 L BETTER 7-9-0 15-6-0 1.15 =TIL F 6pil D1.Al,K ■ U , C')UU [SSI TC LL 30.0 PSF REF (LATE 10/31/94- y N c 110. 43645 ` TC OL OC OL OC I.L. jg;p 5.0 PSF PSF PSF DAW CD112 -EIIG MC;. Esp. 63091 * TOT . LO. 50, 0• PSF Dun.FAC. 1.15 =TIL F 6pil SPA(' I11G THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR. UV•l. TRUSSl'1z01� PROFILE IT/ za" O.C. F'IIItHING `TRUSS 1TRO11 I LL WITH 4n" G.C. FURRING o BUILT-IN CRIPPLES BUILT -114 CRIPPLES r(PEMAINS IN PLANE --I - (REMAINS IN PLANE --{ WITH ILIISS) r WITH TRUSS) CD (0) TYP. NG HIP WITH FIIP I -PLY / qG IIIP CII(IPO EXIENSION [-PLY U 1 115 IIIP W1111 Fill; I -PLY (L)) TYP. #5 IIIP WITH FLIP I -PLY a4 IIIP WI III FUR I -PLY b4 IIIP CHOPO EXTENSION )-PLY SETBACK- �jj__�b3111P WITHFIIR I -PLY I- SCTDACY.-- �II ,��y3 IIIP WI III AIRI-PLY II IIS �ll2 Illy WI III I�l.11' I -PLY _- I �I�IIg2 IIIP CIIUI'U EXT[TJS101J i -PLY F����I-- I— 05.21(-50. __�GAC311�11=�. 1(I IIIP GIRDER MAY (B) (Il) (0) (0) (B)� #1 IIIP GIRDER MAY //IIS ���� ([T7� ,BE MLILTIPLLMI:MUER DE MULIIPLEMEMBER (B) PURLINS SPACED a 24"O.C. TYP. PERMANENT DIAGONAL GRACING (CDNIINUOUs 2X41 Arl LILO TIT TOPSIOE OF FLAT TOP (D) CRIPPLES SPACED 24' O.C. TYP. CIgIP.O BY ERECTION C(1NIRACIIIR (0) FURRING B FLAT IC (SLE ORAC11JG BEIAIL) SAME SIZE AND SPECIES AS DESIGN • NUIE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND IITIIER CRITERIA NOT SIIUWN )IEEE NI IIIP ( MAY BE L JACK RAFTER RIGID CONNECTION DI?TAIL SIMPSON 113 TIE SEE SIMPSON CAIALOG C-PT95-I FOP. NAILING SPECIFICATIONS. 0 0 0 0 0 0 O 1� C=� ALPINE p O o TRUSS o L1 C� T.-1 C_ 1 1=1 Im JACK RAFTER, (0) PURLINS SPACED a 24'0.C. TYP. \ \ PERMAN[NT DIAGONAL BRACING (CON[INUOUS 2X4) v APPLIED TO FOPSIDE OF FLAT TOP (0) [TIPPLES SPACED 40' O.C. TYP. CHORD BY ERECIION CONTRACTOR (I)) FLIPPING 6 FLAT TC (SEE GRACING DETAIL) SAME SIZE AND SPECIES AS OESICIN. NOIE: SEE ORIGINAL DESIGN FUR LUMOEP, PLATING AND BRIER CRITERIA NOT SHOWN HERE, 11ERhIANEN`f IIIZAC1NG DETAIL - SECTION A -A START OF IUP CHORD START OF TIIE TOP CIIOP.D EXTENSION FLAT TOP CII(IRD PURLINS START (SLOPING IO FLAT) \( (TYPICAL) \ --� (CONTINUOUSY ( SLOPING TB FLAT) NI HIP, REFER TD _ ORIGINAL DRAWING FUR MURE INFORMAI'lb 1— SEIGACr. — 11110F SHEATHING JACK RAFTER L PEPMAHCNI DIAGONALS FORM BRACED BAY. REPEAT AT ALL )IIP ENOS AND AT APPIUXIMAILLY 20' INTERNALS OR LESS THEREAFTER AND AT ENI) BAY. ( I )I NI.IIE: PEPMANCNI UTA(ARIAL (]RACING NAILED TU IINIIEPSIOE OF FLAT TOP CIIORO PREVENTS LAIERAL MOVEMENT IIF 1011 CHURO. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, AND JACKS ARE PROPvRI_Y ATTACIIED (SEE DETAILI 10 kl IIIP, 1111-N OIAGUNAI_ BRACING IS MUT NECESSARY AT al IIIP, HOWEVER, PLACEMENT e 20' INTERNALS IS STILL PENUIREU. ) Rev 17.3v3 c **IMPORTANTN)NL°INE EINGIIIEERED PRODUCTS. IIIC. SUA1L ROI BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN 00 HESE SPECIFICATIONS. On ARY FAILURE 10 BUILT) TRE IRUSS IN COIFORMAINCE Ml ill OSTBB BY IPU. ALPIPE CONIECIOnS ARE MADE OF 206A GALV. STEEL MEETING ASIM GR B EXCEPT AS PDIEO. APPLY COUTIECIORS 10 EACH FACE OF TRUSS AND UNLESS OIRERNISE LOCATEU DI FN19 UESIGNI. POSITION CORECIORS PER ORAMIPX;S 130. 150 C IOOA-F. DESIGN SIANOAnUS COINFORM M/APR ICAOI.E PROVISIONS OF IDS C IPI. AN ENGINEER'5 SEAL ON too 15 ORAMRIG APPLIES IO TIE COW'ONENI OCPICIEU IERE IN Utgf. APO SNAIL NOT BE RELIIO UPON RI ANI OTHER MAY, WARNINGTRUSSE9 REQUIRE EXIREME CARE IN HANDLING, ERECTION AND BMCIID. SEE 1118-91 BY IPI. SEE THIS DESIGN FOR ADOITIONAL SPECIAL PERMANENT BNALARG REco:oF. OUIREMENIS. INA.ESS OIIERMISE INDICATEO. TOP CIDRn SHALL BE LATERALLY BOACEO Ml IR PROPER LY ATIACIED PL1I/000 SIEATH111D. BOTTUM CRORU MIM PROPERLY ATIACIEO RIGID CEILING -- SFE ALPINE IFCRRICAL UPDATE 17/1/911 FOR PROPER DRYWALL APPCICATION. FVRNlSPf A COPY OF 111 15 OESIGM 10 flit I1115S ERECIRIN CUNIPACIUI. 101.'SIQ,y� (�E W /� �tW C. a * fJ. CIYi ,( T)6 c11� �`' i0 TC LL TC DL 8C DL E!C LL I U I . LET TE « +� It * PSF PSF PSF PSF PSF REF R427-- DATE D4� DRW come CA -ENG PBC OUR.FAC. SPACING IT -.0'I - luRS•; VI11( lU•;IIIIIIF, U1: - 14111 NAIRIRAI OI51GN S17r.IrIGAT1UN Fun MUN111 I:OH;,IRII1:11011 — - NIP' VA41TE-R 4i cl Ia.'o. ' I lu ��- 4:;-T r ?ASI ate. �iPA-G�N6 (RT)4I,;- �_ - - -• -.� 4— ._._� '['FzU �-s. i`fP. of X, 1 k' To To I°5oGc 40 .PLAN �Ksz ---- coMMoN ITt�•i�v�s R1 CSE P�Lxic. i LAYv1r• - I—oiNo�•T GUro>= • I ry op cN•r Elz 2►� 4 c� 4+c �v J� � . Hip. � (2A 4vF2- T6?— c;r- p PXL$*w w/ � Sj�LIG� � xb tTHIP TO HIP MASTER,��Q �ti4�ll�►I•ou STANDARD` HIP DETAIL LONGFELLOW LUMBER CO. CHICO, C'A. (916) 893-0112 STANOAnO JACK DETAIL SPACING � 24" O.C. DEFLECTION CnITEnIA: 1.5X3 (LIVE; LOAD) nAFTEtI SLOPES < 4: 12 - L/240 nAFTER SLOPES > 4:12 < 12:12 - L/1130 CEILING JOIST - L/240 11111- rEn 2X4 r✓ ��1 C` EILING.JOIST LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE MAXIMUM CLEA11 SPAN 1.bX3 nAFTEn SL0_P_E_,,< 4:J2 16 16 30 30 10 15 10 15 25% 25% 15% 15% 2X4 11 FL - JACK OE TA I L 9-2-0 0-7-0 _ 7-11-0 2X4 SS FL 0-11-0 0-5-0_ 2X6 AI --9-6-0 FL 13-4-0 12-6-0 10-9-0 2X6 SS FL 13-I1-0 134-0 11-10-0 IT IS THE nESPONSIBILITY OF 1111= BUILDING DESIGNER A140 -•TnUSS FADIIICATO11 TO ncVlEW THIS- OnAWING PnIOn TO CUTTING LUMDEII TO VEIIIFY TIIAT ALL DATA. INCLUDING DIMENSIONS AND LOADS. CONFOnM TO THE AIICIIITECTUnAL SPECIFICATIONS AND FAOnICATOn'S TnUSS LAYOUT. I 2X4 HEM -Fin STANDAnO -I1FOU1nCD IF nnF-Tcn Nor SUPPORTED AT END nAFTEn SLOPE > 4: 12 BUT -� �__ 12 CEILING JOIST — 16 16 30 30 10 15 10 15 5 25% 25% 15% 15% 1.00 -41AX NLR4 CLEM SPAN -- - --a---- -- ------ ----- 7-5-0 0-11-0 0-4-0 7-10-0 7-5_0 _.._- ._.. . -- - ---- --- ----- -- --- - - ...._- -- 8=9__0 0-0-0 9-3-0 _ 0-7-0 0-2-0 7-I(1_Q-. g_0=() 102_0-- - 12-3.0- 11-6-0-- 10-9-0- 10-3-0 13-1I-0 11-4-0 - 12.8-0— 11-11-0 -111=4.0 - 10-10_0 - — 13 -II -0 C0101 n n C In n to to N 0 0 0 0 0 0 —( o 0 0 0 0 o o .o CI t--1 0 o t= o ALPINE o 0 o 0o TRUSS ` cm o r7 t� rn r� o IMPORTANTrinn-11. ter.. nArssts III -111 IXIII(IIE c WARNING dull tent M t1[srann4E flXl Alit � I11 lurntua. UI[cr 11X1 mviAtIa1 rr1o" nns 0(stral o1, ntst stCC1rt1:411aq, u( Aur mucus. SIC 11111.91 1`r 11-1. $It 11,13 a nILUnt 10 eolto tet ta1S3 111 C4I.O1wA1X:t 11111 0311`4 Or 11-1. 1011 AIIOIIIOltlt SI'tCIAI. I'tnNAte[III 1`11AC Atrp1l CaltCtonS Ant NAIK Or Tor& GAIN. SIttL 1.411114 As IN I"11"EK18111. 014.(3$ n11f1NI5C I1111CA1(1 53_ AAu c1` s uc(w A3 ratio. 11131 ra41(clivis to (ACII nrt or C1nao 31(Atl Of IA1LnAl.t t n 11 r1ACt11 111 t pq In033 AIC uatsS oteumist tocAI(o a1 tens ntstcrt P03f1Ia1 if AIIACIEo rtr111I1X1 utAl,1ulG. 0011oll or, Cmttctons rtn O1uXurs 130, tgo c incA•r. otstral smaAlus 111111 MNW'Iltr AIIAI:ICII ntrlll rill 1111 -- COI8"Ont r/ArnIGOII rIXIVISIa1S M 1413 t opt. All Ilglltrn•3 11.111( 11.(11,11.4 1111411. a/Irpl1 ►un r1a1 uAt a( tens onA1(ur 411(1(3 Io n1t ,..,1111 otrtr.un Aa1t ,111141( Arn.trallul. 1111■11:.11 A cid r or 1111 to atr. 1,C 31111( 1111 Of 11[11111 ural 111 1,u 2lit— - r. Ixstcn 1,I 1`t 11,11, un 1.11111 rannArlill 1,t -unci rI ter a c1` iun. Ins - 10 1 I'll;1,11.1 Iv Sitm 41'r%u 1mim riot MIII1te Ia1r.Ir11C111,n -- �\� y y� r^ . W: 6�11i1t CIV` O �! Q lljf Of ��\)� - JACK OE TA I L REF 11992--90913 DATE 02117/93 O–"—C" 01 CA -ENG JS Job: DETAIL -92 ALTERNATE BRACING NOTE: SEE DRAWING ORININAL FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN IiERE. jTRUSSES REDUIRE EXTREME CARE IN HANDLING, ERECTION AND -BRACING. REFER TO TPI NIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REOUIREMENTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD z aWN W H (9 W J Q E tD �i CD103 (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED BRA ING TYPES MAY BE SUBSTITUTEDII 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 "L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" Q.C. BRACING MATERIAL'TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE, GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN FOR PROPER OEMENSION9 .---------- ....... 7>=-rA 1 t- - — N V o c3 0 0 0 0 ►(xIMPORTANTH)(ALPINE EIGIIEEEIts PdOUM IIC. WARNING,""c""IEE EEIN.Ne EawE SVT` yl( TC LL 30.0 PSF REF R992--42293 OC=) C� [ O SNILL 1101 K Ftsvmli19tt Fa AIM 01111110E iPAN iNl! OflIWI "� THESE S�ELIFICAl101l. OR AIY (1111.[ TO IRI[lD THE lt'lllt Ip OOIIIDMQIC[ >f1111 091E1 Of (PI. I0 "AL"I•G. EA[CF10m Am SPACI•q. SIE 14I8-91 of IPI. !Et iNCS DESl9p 103 /97(f ltlTLL SPECIAL PEENADEIII W+ACIIA: PE y v TC DL 5 . O PSF DATE 06/28/93 0 0 o c3 T"PII! CYEA!CTOPS AAE NAGE Of ma WL•f. STEEL TCETIIa A310 AVIFENEDTs. OTCCss Qt EIElrst un1MED. top �. F m OL 5.0 PSF ORM CD103 0 a o c3 o ALPIN o AAIB Ca I EIUFI AS NOTED.. 41" 1 CdfECT00C to EACE FAOE or macs aw uaEls ouewlsE aaATEa m rNTs DESIWL .DSI1r Wl DMFQ swLL EE CATEMW SPACED WITH PPCKP L! ATTALIED PLwom 4EAININL [NT IoI CIDID 3845 " 63091 * � PC BC LL 0.0 PSF -ENG FM r 1✓ 1= 0 COUC010K PEIT CHIEPs/! 131 IY! O ITAA-F. DESIWI 3TAIDAPD6 CDIIrCM E//PrtIC+BtE 1111N PP0PM1 AIIAI/EO AMID CEItun -- GCE * TQT.LD 50.0 JrO � PSF o TRUSS i= /PDY ISIg6 Of 18)8 C 7P1. 111 lOA IIEEP'L INIS O ALPINE 1lOf11L4 LP1)AT! (►/1/011 FLP PPff(E CIVIC �� ll/ • . C� O o 0 0 IiE,LiCH X310LL 0A"EIt$ TED VPWIrNE I IMVITOiE1E cno PIPE Aw ontwa 1to 0 O i INISEPECTIDI/ C(71 IOPINI! SPECIIII411011 FOO 1610" rnlsimclION OrrV'1� C ! ` OUR. FAC. CPAf`TAIA 1 ?4 n" 4. -IF) . u.Iss PLANE T141TTOIE_ IDs - 1991 NAMMEL DESICN Detail for fabrication of bottom chord filler to be used to produce a flat bottom chord of variable length. Refer to appropriate design for lumber, plates, and other data not shown Isere. (A) 1X4 continuous.lateral bracing ( 6'-0" U.C. (max.). Attach with 2-11d nails. Furnish copy of this drilwing to erection contractor so be will know of this requirement. OPEN PANEL len(Rh its U) I tjo PLATE TYPE AI PI IIP FUIINISII A COPY OF TI11S DESIGN TO ERECTION CONTRACTOR GInN IMPORTANT: At PINE EUNE:E E111'onticIs.INC. WARNING: TnusSES IIEoUInE EXTIIEME CARE IN IIANDnNG. HIM1101I A140 A1 ,� M1f-:N CflLT• IIQC FIEF: 5736 R427 SIIAII Not LIE (IESPUNSIIIIE F011 ANY EA1 VI101f 1 f1UM M ESE SI'ECIFILATIOtISOn AffYnEVIAIIOtIff10M NIISDL(:IG1f M DCING. SEE "DWI -16- IIIIIACUIG WOOD MUSSES: / TC LL: 7/19/08 O11ANY FAIIURE 10 UUILD ME MUSS IN COMMENTAf1Y AND IIECOMMEN- Vass _.•_ PSF _llATE� LUr6OfIMANCE W11f1 ME '01fAl IIV CONIIIOL MANUAL- BY 11.1 At PINE C(INNEC.1011S AIIE DAIIOIfS—•1 Pq. SEC IDIS UESIGIf FOR AIl01• TIONAL SPECIAL PEIIMANENI DIIACINU Q lV0 TI. DL: _ CDlO6 MANIIIAC1uNE0111(N.176GAUGE GALVAIn1ENSILCI UNLESS REUIIIIIEMENIS.UNLESSOIIIEIIWISES1 WWII. PSF —Rw��--••' • — 0111CIIWISE fi.OWN. L1EE11I10 11EOLIINEMENIS Of ASIM A446 TOP cnonu SIIALL DE LAFEIIALLY DIIACED ��.`�� .a �\ -�' CRADEA APPLY CONNL'CIUIIS 101W111 FACES At EACIUOWf AND LUCAIE AS s11OWN DEAIIIII(I WIUIIIS WIf 11 PROPERLY ATIACIIEO PLYW000 SIIEA• H y f^ Qc UC DL: 5.n PSF —Eal'j' PIi („',v •,ry R TRUS$ AM 1' NOMINAL WTIIAP141CAU1E110wS1UlliEnWISE WSUF14 �NUS 6AfAI11P1 lORPCAIIDS �'80. IIIIN0. 00110M CIIOnD Willi CEIIINOLIIIIESS 110fDM On USL•TIISDESIUNAS CWNIIlF1011E1D1EfAf10DO AIJl YIIEAIEDLUMBER W x Ia.CA3a�5 a "•� 6jp�f1D1 * C`)V��. Q�\� roT, LD: - P$ �2l�LEd VA1t1E$ PITCH: VARIES DUA. FAC_ : i6 SPACING 24.0” U.C. TYPE: UCfAI(. 'IPI 111USSI'IAlf INSIIIIIIT;NOS •• NAIIDttA(.DESIGNSPECIFICAIION Foil W()()I1C(INSIIIUC1ION. rn N 11. E-. 0 0 a T= w Ix w z z w (TOY -WALK IN BRANDT NIGHTINGALE TOP CHORD 2x6 DF -L J2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard TOY - T1 COMN) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4 m Tl WC.Z)A4(M) m ....,..,L,._, — z L-2-6-0. L -2-6-0--J J 12-0-0 I ` 12-0-0 t fE 24-0-0 Over 2 Supports r`iLDING ®EPARTME R-1458 W-5.5" R-1458 W-5.5' 0 .--,I PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale —.25"/Ft. 00 "WARNING•'TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. RIFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �N/ TC LL 30.0 PSF REF R427--39209 _ INST1TUlE. 588 D'ONOFRIO DR., SUITE t00. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SOALL HAVE PROPERLY ATTACHED 0 q -pQ TC DL 12.0 PSF DATE 01/28/98 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRDPERLY ATTACHED RIGID CEILING. --IMPORT HT- FURNISH A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (J" Jul 28 9 BC DL 10.0 PSF DRW m PRODUCTS, INC. SMALL NOT BL RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO NO. 8 06 CAUSR427 98209006 N BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS .TO APPLICABLE PROYISIOOS OF HOS (NATIONAL DESIGN EWp.8 02 C LL 0.0 PSF CA -ENG A E B / G WH — SPECT,.CAT IDN PUBI ISHEO BI TME AMERICAN FDA "IAND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC104T ARE MAD( OF t06A ASTM A65X GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO AT TOT.LD. 52.0 PSF SE - 45628 AJPiOO En ftAuCZ7 I= S 0.CA 95828 LACN FAC[ OF TRUSS, AND UNLESS OTMEAWI3E LOCAT(0 OW THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -t. THE SL AL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND, USE OF THIS CUM BE IT4199 SAT FAAONCtLAR BUILOING IS THE RESPONSIBILITY OF TNT BUILDING DESIGNER. PER Ams) C -,OUR. FAC. 1.15 FROM MC SPACING 24.0" (TOY -WALK IN BRANDT NIGHTINGALE/ TOY - T1A TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #i WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC 8 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 71 k W5X4m L--2 awm l.00u- wf z - 6 - 0-1 . (� 12-0-0 12-0-0 J ,I_ g 9 ROLDING DEPARTMEW 24-0-0 Over 2 Supports R-1472 W-5.5' R=1234 Wn5.5" �?r p co 0 -- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale —.25"/Ft. I •'YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION HANDLING. SNIPPING, INSTALLING AND BRACING. NEPER TO 018-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 0.ONOFRI0 DLL., SUITE 100, MADISON, WI 5]119). FOR SAFETY PRACTICES PRIOR TO w �� TC LL 30.0 PSF REF R427--39213 C PEI FOAMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MANE PROPERLY ATTACHED _(,LO ffffgggq��- Q" q(� V% TC DL 12.0 PSF DATE 07/26/98 ^-. STRUCTURAL PANELS. BOTTOM CHORD SMALL DATE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT•• FtlRNIIN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Jul 28 90 BC DL 10.0 DRW pp PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DETIAi 10p FROM THIS DESIGN; ANY FAILURE TO No. C O PSF CAUSR427 98209009 N IIACIRGBUILD NOf TRUSSES CONFORMANCE DESIGNITH TPI; CONFOAIISOYiTM APPLICABLE PROVISIONSFABRICATING. HANDLING. SOFPIDSG(NATIONAILING AND DESIGN Ex 20 B LL 0.0 PSF CA -ENG A E B/ G WH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE =3 CONNECTORS ARE MADE Of YOGA ASTM A653 6240 QALY. STEEL. EXCEPT AS VOTED. APPLY CONNECTORS TO TOT. LD. 52.0 PSF SEAN - 45632 ^a EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESI 6N. POSITION CONRECTORS PER DRAWINGS 160 A-1. THE SEAL ON TNIS DRAYIM6 INDICATESACCEPTANCE OP PROFFSSI OVAL ENGINEERING FOR THE TRUSS COMPONENT DESIGN .Q� ' P DUR.FAC. 1.15 FROM m ` 1pl- Fn,,,•,,..,�e,1 a� IncRESPONSIBILITY �i0�C1951IiB SOLELY SHONA. THE SUITABILITY AND USE OF THIS $8A' AI SIPon /TP I IT1r1995NSECT(ONCULAR BUILDI96 IS THE RESPONSIBILI7Y OF THE BUILDING DESIGNER. PER OP CAU SPACING 24.0' iv-RRANDT NIGHTINGALE/ TOY - NT2 CARRIER ITOP CHORD 2x6 OF -L SS ,.;OT CHORD 2x6 DF -L $1 � WEBS 2x4 DF -L Standard �'-ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I,-OADING PER TRUSS FABRICATOR E— ------ (LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.=1.15) LC">C From 84 PLF at -2.50 to 84 PLF at 0.00 o TC From 84 PLF at 0.00 to 284 PLF at 24.00 TC From 84 PLF at 24.00 to 84 PLF at 26.50 BC - From 20 PLF at 0.00 to 68 PLF at 24.00 BC From 48 PLF at 24.00 to 48 PLF at 24.00 TC 760 LB Conc. Load at 12.00 e -- C, 0 A 0 a A W CY. W W 2 ' c� z� 6-0_.j THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABRICATOR' IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X6= �� -If - 42 - 6 - 0-JIUTrE UNIV a- 2 12-0-0 lz-o-o r IL INN ®E�� ►,�rw d 24-0-0 Over 2 Supports10 Vv— I w R=3835 N-5.5" AI R-2818 W=5.5' 4 .e n-. 0 N TPI -95\R Design Criteria: TPI(Sl N[PP IMG INSTALLING AtlD Q) 2 CV 7 ALPINE .A ti Prod-tB, IIID. Alpine ��CA 95828 •YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. XARDLI YG, S BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OMOFRIO OR., SUITE 200. MADISON. YI 53119), FOR SAFEIT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SI NCTURAL PANELS, BOTTOM CHORD SHALL NAYE A PROPERLY ATTACHED AI6I0 CEILING. '•IMPORTANT•• FURNISH A COPT OF TNI. DESIGN TO THE INSTAL tato" CONTRACTOI. ALPINE ENGINEERED PROOUCTS. INC. SMALL NOT BE BESPOMSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BBUILD THE IRUSSES IRACING OF TRUSIES'NG AND N COTtlISMDESIGNICOMFORMSOYITNARICATING. HANDLING. APPLICABLE FROVISIOHSSO►PFINGNOS (NATIONAL. INSTALLIDESIGN SPECIFICATION PUBLISHED NY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGA ASTM A653 GR40 GALT. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DE SIGN, POSITION CONNECTORS PER XIII DRAWINGS 160 A•I. THE SEAL OM THIS CRAVING INDICA7ES ACCEPTANCE OF PROFESSIONAL ENGINES THI OMPONENTRESPONSIBIFOR ARTI PARTICULAR BUILDING THERESPONSIBILITY OF TWE BUILDINGDESIGNER. LITY SCEL ON E TIEPor ER 7X15S ANSI/TPI 1-1995 SECTION 2. 1g. CA/ -/I - - - F Scale —.25"/Ft. C TC LL 30.0 PSF REF R427--26016 �y TC OL 12.0 PSF DATE 07/22/99 t�► 9C, BC DL 10.0 PSF DRW CAUSR427 99203010 5 r 8C LL 0.0 PSF CA -ENG AEB/CWC f WWI TOT.LD. 52.0 PSF SEQN - 16546 DUR.FAC. 1.15 FROM MC SPACING 24.0" 'Y-BRANDT NIGHTINGALE/ TOY - T-3 CORNER GIRD TOP CHORD 2x6 DF -L #2 :T2 2x6 OF -L SS: BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. LOADING PER TRUSS FABRICATOR ------ (LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.=1.15) TC - From 84 PLF at -2.71 to 84 PLF at 0.00 TC - From 126 PLF at 0.00 to 294 PLF at 12.99 TC - From 84 PLF at 12.99 to 84 PLF at 28.68 BC - From 30 PLF at 0.00 to 115 PLF at 25.95 BC - From 20 PLF at 25.95 to 20 PLF at 25'.98 TC - 885 LB Conc. Load at 12.99 TC - 2190 LB Conc. Load at 19.49 10 PSF BC LIVE LOAD PER UBC. W04 o W6X4 = W4X4 %, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required - NAILING SCHEDULE: (0.131x3.0_g_na1ls) TOP CHORD: 1 ROW @ 5' o.c, BOT CHORD: 1 ROW ® 12" o.c. WEBS : 1 ROW @ 4' o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABRICATOR***. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. I H 5.54 p- T2 -15.54 v ca 0 Ix- rz. . A n a X12(B1) W8X8 a W1.5X4 MN5 w - W5X12(B1) C-0 k2-8-8�) 0-0 -8-e�1 �-6-1]-8---a�-6-0-6---�-6.0-6 a L� 12-11-14 I 12-11-14 I 25-11-12 Over 2 Supports R=4197 W-5.953' R-5034 W-5.953" a 2 N PLT TYP. Wave TPI -95 R Design Criterla: TPI S• "WARNING*' TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AMD c3riBNAC INS. 1[p E2 TO HIO -91 (HANDLING INSTALLING AND ORACI N61, PUBLISHED 1Y TPI (TRUSS PIAT[ INSTITOTT. 507 O•DNOPRIO OR., SUITE 100, MAOISON, III 55111). 1011 SAFE TT PRACTICES PRIOR TO CT PFMIOINIIG iIIIE FUNCTIONS. UNLESS OTHERWISE INDICATIO. Top CHORD SMAII "TV PgOPE CISRLY ATTACHED TO [T STRUCTURAL ►MRS. BOTTOM CHORD STALL HAVE A PROPIRLY ATTACHED RIGIO CIILI24. ~ •POOD CTfAM11C. SIALLISH NOTABERESPONSIBLE. 104 AIV TOE DISIATIONLFROMNTHISCONTRACTOR. DESIGN; AANYNEFAILUREETOD CV BU ISO THE TRUSSES 4 CONFORMANCE NITN TFI; OR FAB q ICATII6. HANDLING. SHIPPING, INSTALLING AND A L P I N E BRACING Of TRISSIS. TNT DESIGN CONFORMS WIN ARP LICABLE PROVISIONS Of NDS (NATIONAL DESIGN E-6 SPICYICATION FUILISIED BY THE AMERICAN F029ST AND PAI IN ASSOCIATION) AND TPI. ALPINE ,a CORNEC701S ARE MAOI OF TOGA ASTM AGSS 6240 GALV. STEEL. EICEPT AS NOTED. 'APPLY CONNECTORS TO 4. EACH FACE OF TRUSS, AND UNLESS OTNERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN DRAY INGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCIpTANC( OF PROFESSIONAL ENGINEERING �ElpgObClOd h9.54,,..,, I= NESPOYSIOiLITT SOLILT FDA THE TRUSS COMPOSER DES 141 SHOYN. THE SUITASILITT4AID USI OF THIS SOLTt>amto. CA, 951 COMPONENT FOR ANT PARTICULAR BUILDING 1S TOE RESPONSIBILITY Of THE BDILOlN6 OES161Ea pI0. ANSIITPI 1-1995 SECTION E. +9-0-0 8• CA/ -/l/-/ E TC LL --/-/F 30.0 PSF R Ci d TC OL 12.0 PSF 199 "O BC OL 10.0 PSF [� ia0i�! 63HO BC LL 0.0 PSF TOT.LD. 52.0 PSF DUR.FAC. 1.15 SPACING 24.0" acale -.1875"/Ft REF R427--33388 DATE 08/02/99 DR W CAUSR427 99214001 CA -ENG AES/CWC SEQN - 137148 FROM E.D )Y -WALK IN BRANDT NIGHTINGALE/ TOY - T4 SCISS GIRD; TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS :B2 2x6 DF -L #1: WEBS 2x4 DF -L Standard DLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I=" NOTE: THIS TRUSS IS DESIGNED ONLY FOR THE CONDITIONS AS SHOWN. IF I C.9=. THESE CONDITIONS CHANGE OR IF THIS TRUSS IS DAMAGED OR C=) INCORRECTLY FABRICATED IT MAY NOT BE REPAIRABLE - REPLACEMENT MAY BE REQUIRED. z 1ECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) BC - From 192 PLF at 0.00 to 192 PLF at 3.75 BC - From 322 PLF at 4.00 to 322 PLF at 19.46 TC - 100 LB Cone. Load at 10.41 TC - 100 LB Cone. Load at 12.05 BC 768 LB Cone. Load at 19.46 W1.5X419 H IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED 6 r �7URLINS TO BRACE TC @ 24.00. OC & BC @ 72.00" OC. 0 a )EFLECTION MEETS L/240.00 LIVE AND L/180.00 o TOTAL LOAD. W5X8(A1) J 3.5 a .ATERALLY BRACE BC ABOVE FILLER AT W 3 X 6 C-1 12.00" Oc. z Z� .ATERALLY BRACE FLAT TOP CHORD WITH 2x4 w (EM -FIR #3 OR BETTER @ 24.00"oc. ITTACH WITH 2-16d NAILS & 2x4 16 z )IAGONAL BRACE PER HIB -91 13.2.1 ;FIGURE 33), OR HIB -91 SUMMARY .-aiHEET (FRAME 3 THRU 6), OR CA -HIPS ¢JETAIL CD170. 10-4-15 0- 2112 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 Complete Trusses Required NAILING SCHEDULE: (lOd_box_naiIs) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. 00# 00# (1) REV. 7/20/99 AEB (1)(H)ALTERNATE RECOMMENDED CONNECTION FOR TRUSS T -9E FRAMING FROM THE BOTTOM CHORD AT CENTER OF TRUSS: W8X8 W8X12 (2) - SIMPSON LS50. SEE SIMPSON CATALOG C-PT99. W1.5X4 19 1 6 W6X8(R) IB B23.5 L - (U) W3XBs W1.5X4 III 2X6 M W1.5X4 III W1.5X4 IB 11- TLI W3X14(A1) +19-3-8 68# W 2 X 4 = �.;f c! I22-5-8 Over 2 Supports R-4532 W-5.5" R-4T�1, N='S .5 w. �r PLT TYP. Al ine,Wave TPI -95\R Design Criteria: TPI STD 18.2c4 CA/ -/11-/-/-/F Scale =.25" Ft. **WARNING•• TRUSSES REQUIRE EITREME CARE 11 FABRICATION, HANDLING. SHIPPING, INSTALLING AND REFER 10 TC LL 30.0 PSF CTBRACING. CT 018.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE NIST ITOTE. SBS D'ONOfA10 ON.. SUITE 100, MADISON, WI S3719). FOR SAFETY PRACTICES PRIOR To G Ol ESS/p Q , �f REF R427--39223 C PERFORMING THESE FUNCTIONS. UNLESS OINERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. W. �� TC DL 12.0 PSF DATE 07/28/98 `-' , •IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BE RESPONSIBLE X99 �rA BC DL 10.0 PSF DRW CAUSR427 98209023 C= INC. SMALL NOT FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH T►1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 5r CV ALPINE BRACING OF TNUSSIS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of MDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AEB/CWC SPICIFICATION PUBLISHED BY THE AMERICAN FOAEST AND PAPER ASSOCIATION) AND TPI. ALPINE N� Mw CORRECTORS ARE MAGE 0f 70GA ASTM A653 GR40 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT. LD. 52.0 PSF SEAN - 45805 �T,, EACB FACE OF MUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESP015TBIl1 TY SOIEIY FOR THE MUSS COMPONENT OESIGN SHOWN. THE SUITABILITY D UR .FAC . 1.1 5 FROM MC "'Y�8 ' AND USE Of THIS COMPORENT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DES16N14; PER M SPACING M 24.0 ANSI/TPl_1-1995 SECTION I. (TOY -WALK IN BRANDT NIGHTINGALE/ TOY - T5 SCISS) TOP CHORD 2x4 OF -L #1 C7, BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard co PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. cam. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO cv BRACE TC @ 24.00` OC 8 BC @ 72.00" OC. rn c— L c' 0 z W6X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.16` DUE TO DEAD LOAD. SEE DWGS A115E. A115/R AND 884,080 FOR FILLER DETAILS. LATERALLY BRACE BC ABOVE FILLER AT 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 9 W2. 5X4 Z�' cn 6 r— —I 6 , C--') WMX A C=1 3.5 C3-. . —' 3.5 W1.5X4A1 W3XB(F1) a c, w V11.5X4 tll 19-3-8 `� W1.5X4 IR W1.5X4 Itl 9-a _. W1. 5X4 W W2X4_ W1. 5X4 B w 'W13X8p('F1) �c 6 �+ 6� w ' z Q 22-0-0 015 8 �E 11-2-12 11-2-12 JU • "E1 !4 I I 22-5-8 Over 2 Supports R-1294 W-5.5• R-1294 � W-5.5•���� Apm f �#% p,,(� PLT TYP. Wave TPI -95 R Design Criteria: TPI STD " t CA - 1 - - - F Scale -.25" Ft. 0o C C I •WARNING •• TRUSSES REQUIRE EXTREME CARE TO FABRICATION, HANDLING, SHIPPING, INSTALLING AND •BRACING- RIFER TO H18-91 (HANDLING INSTALLING AND BRACIRG). PUBLISHED BY TPI (TRUSS PLATE TO INSTITUTE. HES D'OMOFRIO DR.. SUIT[ 200, MADISON, ME E ' TOP CHORD FOR SLEETY PRACTICES PH ATTACHED fERfORNI NO THESE fUNCiIONS. UNLESS OTHERWISE IMOICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACH[D 40w �O y P TC LL 30.0 PSF REF R427--39224 TC DL 12.0 PSF ANEI S, STIUCTURAI PANELSCHORD SNALL BAVE A PROPERLY ATTACHED RIGID CEILING. DATE 07/28/98 r.., IOTTOH ••INPORTANT•• fORNISH A COPY Of IBIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER[D Jul 28 • 9 BC DL 10.0 PSF DRW pp N PRODUCTS. INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 11111.0 THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND IIACIAG OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN %IO 005 Ex 20 CAUSR427 98209019 BC LL 0.0 PSF CA -ENG AE B / G W H j SPECIFICATION PODI(SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'a ti Z- CORRECTORS ARE MADE Of 10GA ASTH A661 6940 GALV_ STEEL, (ICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER * TOT. L D . 52.0 PSF SE 0 N - 45683 AIpIDEI.' DRAWIAGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING FOR THE TRUSS TDESIGN SUOMI. THE ITY AND ThisOF COMPOAENTIFORYANYLPARTICIILAR DUR.FAC. 1.15 FROM MC &Umda,dA958CIC•I]1C' sBaemmlo•c7l9saze BUILDING IS THEELY RESPONSIBILITY OF THE BUILDING DESIGNER� PER ANSI/TPI 1.1995 SECTION 2. SPACING 24.0" ('f0Y-WALK IN BRANDT NIGHTINGALE/ TOY - T6 C ITOP CHORD 2x4 DF -L #1 rn BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 11. CV C73 L L17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4U4 T l'0 E— C=) 0 Lx - 11. La A�-19-3-8 w W3 (A 1) _ W2.5X4(R) 01 143X4 W3X6(A1) z W2.5X4(R) 11 C_:3 wdUTTE ."a l_ 11-2-12 _I_ 11-2-12 I < 22-5-8 Over 2 Supports r�"r ~"- ��t R-1294 W-5,5' R=1294 W-5.5' a 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD CA 1 - - F Scale –.25'/Ft. l � --YARNING" TRUSSES REQUIRE EXTREME CAR( 1N FABRICATION. HANDLING. SNTPPIN6, INSTALLING AND BRACIN6. RIFER TD HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE. 583 D'OtlOFR10 OR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FURCTIOHS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED �N/ L �O 7 p TC LL TC OL 30.0 PSF 12.0 PSF REF R427--39225 DATE 07/28/98 C, STRUCTURAL PANELS. BOTTOM CHORD SMALL MAYA PROPERLY ATTACHEO RIGID CEILING. Ci -...., '-IMPORTANT— ' Jul 2B 9 FORRISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW CAUSR427 98209020 cc; PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILBIE TO NO 5 005 n7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALL14G AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FROVISIONS OF NOS (NATIONAL DESIGN Ex -a 2 BC LL 0.0 PSF CA -ENG A EB / G WH ._j SPECIFICA7101 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ti CONNECTORS ARE MADE OF 209A ASTA ASS3 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Or TOT. LD. 52.0 PSF SEAN - 45661 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DUR.FAC, 1,15 FROM MC Alproe EjIOOGCA Plod Wa, IOC DRAWINGS 150 A•1. THE SEAL DR THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND'USI OF THIS CI�/IL $BC71mtl110. CA 95829 BUILD INC IS THE RESPOYSIBIL ITV 01 TME BUILDING GESIGNCR, PCR 0F ANSI)TPIT1r199111PSNSECTIONCZLAR SPACING SPACING 24. D° "(TOY -WALK IN BRANDT NIGHTINGALE/ TOY - T7 HIP TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #16Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard co PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. #1 HIP SUPPORTS 06-04-00 JACKS WITH NO WEBS. cv CORNER SETS ARE CONVENTIONALLY FRAMED. , rn Ln BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. o z REACTIONS R 6 R3 ARE FOR #1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. a.. 0 Q) m N "A ***"****DO NOT TURN TRUSS END FOR END********** W4X42 W'AVT A L17Yr FDl III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY 4.00 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC @ 24.00' OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33), OR DETAILCO110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 OC. W2. 5X4 (Al) W3X4= W3X8= WCA4(Al) = 1 14-2-4 J . l_ 6-4-7 J _ 10-0-9 _I_ 6-0-8 _1 22-5-8 Over 3 Supports R-1348 W-5.5" R-3191 W=5.5" R-528 W-5.5" RH—+/-848 RH-+/-1458 RHS/ -470 PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD ••WARNING •• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BANGING. REFER TO NIB•91 (811101116 INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE Qt p W. j INSTITOTE, 583 04OMDFR10 DR.. SUITE 200, MA0ISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORM186 THE 51 FUNCT IDIS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. Jul 28. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. IXC. SMALL NOT B( R(SFOASIBLE FOR ANY OEVIATIOM FROM TRIS DESIGN: ANY FAILURE TO No. C 580f BUILD THE It IN COdFORMANCE WITH TPI; OR fABRICATIAG, NANOIING. SHIPPING, 1NSTA1l IMG AND BRACING OF TRUSSES. THIS DESIGR CONFORMS WITH APPLICABLE PROW ISIORS OF NOS (NATIOBAL DESIGN Exp 8 0- SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPI BE CONNECTORS ARE MADE OF 20SA ASTM A6S3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESIGA. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB lLITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AMO US[ OF THIS 4 C �' aP� CA 95g a . COMPONERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER QF�IQ) AN.1,P1 3 1995 SECTION 2. _ .T.19-3-8 JUTFE C..IU!V'i�`S INS;-:� J- ss PAW V V luva CA - 1 - - F Scale —.25"/Ft. TC LL 30.0 PSF REF R427--39214 TC DL 12.0 PSF DATE 07/28/98 BC OL 10.0 PSF ORW CAUSR427 98209010 LL FOT 0.0 PSF CA -ENG AEB/GWH .LD. 52.0 PSF SEAN - 45665 DUR.FAC. 1.15 FROM MC SPACING 24.0" CT CV (77 C_ Lc7 0 z w Cn C= cc C77 C7] CV JTOY-WALK IN BRANDT NIGHTINGALE TOP CHORD 2x4 DF -L j1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard TOY - T7B DRAG HI USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY 0.90 FT. TO FLAT TC. ATTACH 2x4 STRESS RATED LATERAL BRACING TO FLAT TC 0 24.00' OC. ATTACH WITH 2-16d NAILS& 2x4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33), OR DETAILCD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 01-03-03 OC. *********00 NOT TURN TRUSS END FOR END********** W2.5X4 O WM(R) Ui THIS DWG PREPARLO PROM GUMPUILR INPUI (LUAUS S UIMLII bUCMIIILV DT IMUJ3 MPR, ** THE MAXIMUM HORIZONTAL REACTION IS 1713.62$ ** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. TRUSS TRANSFERS 67.OD PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W5X4(A2) E9 _. T. M4= _._..... YNf-A-EI7.,) = 14-2-4 —1 U 6 Qj I_ 10-4-7 1_2 0 9_I_ 10-0-8 �l 22-5-8 Over 3 Supports R-1340 W-5.5' R-1642 W-5.5' R=655 W-5.5" RH-+/-1714 -T'7'B +19-3-8 o�E Lr itl 1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - F Scale —.25"/Ft. 1 "WARNING •* TRUSSES REQUIRE EXTREME CARE 10 FABRICATION, HANDLING. SHIPPING. INSTALLING AND NRACING. REFER 70 HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY. TPI (TRUSS PLATE�pW. TC LL 30.0 PSF REF R427--39215 INSTITUTE. 563 O'OROFRIO DR.. SUITE 200, MADISON. NI S3712). FOR SAFETY PRACTICES PRIOR 10 Q0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �r Jul 28 1 9 B TC DL 12.0 PSF DATE 07/28/98 ';IMPORTANT-' FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6ItlEERED BC DL 10.0 PSF DRW CAUSR427 98209011 PpODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NO. C 69pos BUILD NG AND B0.ACIN6MOFTTAUSSEfRUSSES (R COTWISMOESIGNANCE ICDtlFOpMS YI7NTH TPI� OR AAPPIICABI[ PROVISIOtlSRICATING, HANDLING. SOFPND56(NATIONALIOESI6N D C LL 0.0 PSF CA -ENG AE B / GWH THE AND TPI. cc F.CATlARE09 PMADESOF EICEPTASSOCIATION) ASTM AGS3AMERICAN CONNECTORS 20CAGR40 GALVSTEELPAPER NOTED. APPLY CONNECTORS TO TOT. L D . 52.0 PSF S E O N - 45676 SBammLato,CAA9959U • EACH FACE OF TRUSS, AND UWL ESS 07KENNISE LOCATED ON THIi Of 160, POSITION CONNECTORS PER CRAVINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGp 0.ESPONSIBIL17T SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANSECTIOICULAR BUILDING IS THE RESPOMS101LITT Of THE BUILDING DESIGNER. PER '9 �QF D U SPACING R .FAC . 1.15 24.0" FROM MC Y-BRANDT NIGHTINGALE/ TOY - T8 SCiSSNEW TOP CHORD 2x4 DF -L #1 *?OT CHORD 2x4 OF -L #1 N WEBS 2x4 OF -L -Standard ,i Lt Stubbed Wedge 2x4 DF -L Standard::Rt Stubbed Wedge 2x4 OF -L tandard: j"rLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Cn Ll-) CT C-3 O z W4X4= r J71 E~ A7 0 a =" . 0- 5 Ya C-3 rx w w z - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNS1nNSL St1RMtTTFn RV TOIIt A: MrD IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. z L<-1- 6.0-J L --1-6-0-;..j '99 ft 6*2019 i� 0 5 18-8-8 afrME COUNIV QQELDING DEPARTMEN" CA 1 - - F Scale —.375"/Ft. TC LL 30.0 PSF REF R427--15235 TC DL 12.0 PSF DATE 07/09/99 BC DL 10.0 PSF DRW CAUSR427 99190006 BC LL 0.0 PSF CA -ENG JO/CWC TOT.LD. 52.0 PSF SEAN - 17263 DUR-FAC. 1.15 FROM MC SPACING 24.00 6-0- 6-0-0 12-0-0 Over 2 Supports R-750 W-5.5- R-750 W-5.5- X1. LC7 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 ' "WARNING•' TRUSSES REQUIRE EXTREME CARE IR FABRICATION, WANOLING, SNIPPING, INSTALLING AND O7 BRACING. REFER TO HI 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BT TPI (TRUSS PLATE O l p� INSTITUTE, S83 D'OROFRIO DR., SUITE IOD, MADISON. NI 53)19). FORSAFETYPRACTICES P9104 TO 'ERFOANIR6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CMORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '-IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E061BEEREO pj PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGI; ANY FATLURf TO ALPINE HUIL0 TME TROSSfS 1R CORFOR"ANC( WITH TPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AMD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRDVISIOMS OF NOS (NATIONAL DESIGN SP EC IF ICATIOR PUBLISHED BY THE IMEAICAM FOREST AND PAPER ASSOCtAIION) AND TP 1. ALPINE � CORIEC' ORS ARE WADI Of FOGA AST" A"3 60.40 6ALY. STIEL, ECCEPT AS NOTED. APPLY COMNICT0N3 TO 1� ti EAC: FACE OF TNUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A•1. THE SEAL 01 THIS DRAWING Alpine EngmeeTtd PIDdDGIS, IOC. SNLTamall0, CA 95828 INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPOHSIHIIITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWS. THE SUITABILITY AND USE OF THIS COMPOIENI T01 All PART I[ULAR BUILOIIG IS THE RESPOSSIBILITV Of THE BUILDING DESIGNER. PER ANSI/lP1 1.1:95 SECTION B. '99 ft 6*2019 i� 0 5 18-8-8 afrME COUNIV QQELDING DEPARTMEN" CA 1 - - F Scale —.375"/Ft. TC LL 30.0 PSF REF R427--15235 TC DL 12.0 PSF DATE 07/09/99 BC DL 10.0 PSF DRW CAUSR427 99190006 BC LL 0.0 PSF CA -ENG JO/CWC TOT.LD. 52.0 PSF SEAN - 17263 DUR-FAC. 1.15 FROM MC SPACING 24.00 (11TOY-BRANOT NIGHTINGALE/ TOY - TBA SCI TOP CHORD 2x4 DF -L i1 0907 CHORD 2x4 OF•L #1 �I WEBS 2x4 DF -L Standard � Lt Stubbed Wedge 2x4 OF -L Standard::Rt Stubbed Wedge 2x4 DF -L 'standard: INLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Cn I.r7 CT M C=) z W4X4- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T 0_�_L 5 +18-8-8 w 1- 6 - 0-;aJ z a 6-0-0 -6-0- �C ¢ I 12-0-0 Over 2 Supports R=616 W=5.5' R=758 W-5.5" Aft �b:�� a i �n C✓ '! It N PLT TYP. Wave TPI -95 R Oesign Criteria: TPI STD 19 CA - 1 - - F Scale -.375"/Ft. p) ';WARNING TRUSSES IEOUIRE EXTREME CARE IR FABRICATION, HAROLING. SHIPPING, INSTALLING AND DEACIAG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLIIMED BY TPI (TRUSS PLATE ppQFESSI �p TC LL 30.0 PSF REF R427--15236 p� IISTITOTE. SB) O'OROFRIO OR.. SUITE 700. MADISON, MI SX)19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE 4OISE INDICATED. TOP CHORD SHALL NAVE P10PERLT ATTACHED W, � TC OL 12.0 PSF DATE 07/09/99 ...--. STRUCTURAL PANELS. BOTTOM CHORD SNAIL NAVE A PROPERLY ATTACHED RIGID CEILING. ';IMPORTANT"FORNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOA. ALPINE ENGINEERED 99 BC DL 10.0 PSF DRW CAUSR427 99190007 pj PL ODULT S. INC. SN 111 10T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BOILD THE TRUSSES 1N CONFORMANCE To IS DESS WITH TPR: 01 FABRICATING, PROVISION SOf KOS6. lRSTAlIIDE AND IRACIFI OF TRUSSES. TOTS DE SIGH CONFORMS OSTM APPLICABLE Of NOS (M ATIOOAI DESIGN 5 BC LL 0.0 PSF CA -ENG JD/CWC ...-] SPECIFICATION PUBLISHED BY THE AMERICAN IORf iF AND PAPER ASSOCIATION) AMD TDI. AL/1 R[ D ASSOCIATION) CORRECTORS ARE MADE OF 20CA ASTM A653 6440 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L0. 52.0 PSF SEON - 17265 '—a EACH FACE OF TRUSS. AID NILE SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 AQ. TIC SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING CANE L`N DUR.FAC. 1 .15 FROM KD Alpine Engineered ProllDcts, LOc. $BCrama110,CA95828 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of IN[ BUILDING DESIGNER. LER ANSI/IPI 11995 SECTIOD I. ai�{►� SPACING 24.D° (MTOY•BRANDT NIGHTINGALE/ TOY - T9 SCISS NEW ITOP CHORD 2x4 DF -L j1 N BOT CHORD 2x4 DF -L #1 :B3 2x6 OF -L #2: WEBS 2x4 DF -L Standard -PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a-. Cn Lr') rn 0 I W04= W1.5X4 III 6 [— �6 Q W2.5X4 0 W 2 X 6 � 0 j1-5 a _L_ —� 3.5 3.5 w W5X4, 83 z W5X8Es C..P:3 141.5X4 III 9 C-1 z E3.. 4-0-0 6-0-0 �{ ¢ 4-0-0 3-1-6 T 2-10-10 1 I 10-0-0 Over 2 Supports R-520 W-5.5' R=520 w co 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. Taj 0-5-8 19-5-0 -(�}.19-3-8 C.I PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - F Scale -.375"/Ft. I [T (T C73 pj ,..j 7A L P I N E —YARNING" TRUSSES REOUIRE ETTREHE CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BAACIHG. A[f[R TO HIB•11 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T11 (TRUSS PLATE IYSTITUT[. ]B] O'ONOFI TO OR., SUITE 100, MADISON, YI 57119). f00. SAFETY Pfl ACT ICES PRIOR TO fEAfORMING THESE FUNCTIONS. URLESS OTHERWISE INDICATED, IOP CHORD SHALL HAVE PROPERLY ATTACHED STAUCTURAI PANELS. BOTTOM CHORD SMALL NATE A PROPERLY ATTACHED NIGHT CEILING. ';IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IAODU[TS, INC. SNAIL NOT RE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BlA[IN6NG AND MOfliRUSS(So 111111 !N COTNISMDESIGNAIIE ICONfOAMSOWITHAAPPLICABLE PROYISIONSSOfPNOS6(NATIONALIDESIGN SPEC If ICATION PUBLISMEO BY THE AMERICAN fOREST AND PA ?(A ASSOCIATION) AND TPI. ALPINE IONAECTORS ARE MACE OF 20GA ASTH A6S3 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Es' , v�-/Y� ` W/� 'rA 99 . g 70 fn iml TC LL TC OL BC DL B C L L TOT. LD. 30.0 12 10.0 0.0 52.0 PSF .0 PSF PSF PSF PSF REF R427--15237 DATE 07/09/99 DRW CAUSR427 99190008 CA ENG JD/CWC SEON - 17316 I Alpine,EDgincemd ProductsInD. , Sea2D=tD,CA95828 EACH SACC OF TRUSS, ARD YYI CSS OTNERWIS( LOCATED ON THIS DESIGN.POSITION CONNECTORS PER DRAWINGS 160 A I. TOE SEAL ON THIS DRAWING INDICATES ACCEPTARCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESI GN SHOWN. TOE SU I T AB II IIV AtlD USF OF THIS COMPONENT ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING OESILNEA, PER ANSIETPI1-199SSECTION2 RL D UR .FAC . 1.1 5 FROM K D SPACING 24.0" MTOY•BRANDT NIGHTINGALE/ TOY - T9A SCISS NEW ITOP CHORD 2x4 OF -L #1 N9OT CHORD 2x4 DF -L J1 :B3 2x6 OF -L SS: cli WEBS 2x4 DF -L Standard m PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I Ll -D 173 Cr -A 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OIMFNSTONSI SIIRMITTFn RV TDllrc MCD IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T9 a W6X6 - v, 6 —I 6 r~ o W2.5X4o Vl2X4� 0 Lx D B +20-0-14 w OT -5 J 3.5 03 W5X8= WSx4-,a 19-3-8 C=4 z c5 W1.5X4If z w 0- 1 4-0-0 6-0-0 4-0-0 10 5-1-10 R1`OLDING 'DEPA 1TMON'- F 10-0-0 Over 2 Supports I R-520 N-5,5" R=520""V Enx 0 r., PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - F TRUSSES REQUIRE EITRENE Scale —.3751/Ft. p•`YARNING•• 7 CD') CANE IN PABAICA710N. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER To MID,91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS O'ONOFAIO DR.. SUITE 200, MADISON, NI 53710), ��,�FESS/0r._ TC LL 30.0 PSF REF R427--15238 Q7 C FOR SAFETY PRACTICES PRIOR f0 PERf01N116 Toll, FUNCTIOIS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STABCTUAAL PANELS. B07TON CNORO SMALL HAVE A PIOPEAl7 /�� W. M/y F.� 1 T C D L 12.0 PSF DATE 07/09/99 ATIACNLO RIGID LEIL IN6. •INPORTAHT •• FUARI SN A COPY Of THIS DESIGN TO iM( INSTALLAiIOR CONTRACTOR. •FAOOUCi .O 199 —RW Oj ALPINE EIGINEERLD S. INC. SNAIL NOT BE RE SP DN SIDLE FOA ANY DEVIATION FROM THIS OCS16M; ANY FAILURE TO BUILD THE TRUSSES IN CONFORNAWCC 111; Nei 4S BC DL 10.0 PSF CAUSR427 99190009 WITH OR FABRICATING, HANDIIWG, SHIPPING, INSTALLING AND BRAC IVC OF 7NU SSES. THIS DESIGN COWF OWNS WITN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A L P I N E tP[[If ICATI OY PURI (SHED w BC ILL 0.0 PSF CA -ENG JD/CWC ..T � IT SNE AME0.ICAN FOR (ST AND RAPER ASSOCIATION) AND TPI. ALPINE COB ECIDRS ARE MADE OF 206A ASTM •--a A AjP A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAC: FACE OF TRUSS, AID UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEA 01111:11 ILO A•2. THE SEAL O1 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ING111LI'll M� En in= ��� Inc. RESPO:S... 11Y SOLELY FOR TMC T1USS COMPOMENi DESIGN SHOWN. IN( SOITAB111TV AND UE OF THIS mgT,. ,,CA95828 CONIOICNT FOR ANT FARTICULAR BUILDING 13 IN L A[SPOBSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. TOT. LD. 52.0 PSF SEON 17327 D U R ,FAC . 1 . 1 5 FROM K D SPACING 2a. D�� (MTOY-BRANOT NIGHTINGALE/ TOY - T9B N ITOP CHORD 2x4 DF -L #1 C-IIBOT CHORD 2x4 DF -L #1 :B2 2x6 DF -L #2: Cli WEBS 2x4 DF -L Standard rn .'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ate. I Ca Ls -A rn C" -A 0 z W2.5X4 h 6J4X6= W2. 5X4 es-' 6 17—F U o W2.5X4 o 0 x BZ W 0-111_-5 _E 3.5 W2.5X4 � w . W2. 5X4 -- W6X8= z c5 W1 . 5 X 4 III z w w z W1.5X4 0 W4X4- X8Be W1.5X4III 9=" I_ 4-0-0 _I_ 6-0-0 J` 5-1-10 4-10-6 fE 10-0-0 Over 2 Supports R-520 W-5.5" R-520 a C= THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T 1-6-15 {� 20-7-14 19-3-8 I C.1 PLI EYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA 1 - F C7" CT [� S2 ••YARNING•• TROSSES REOU IRE EXTREME CARE IN FABRICA110B. HANDLING, SHIPPING, INSTALLING AND BR ACILG. REf ER TO HiB-PI (NAIDL JIG INSTALLING A10 B0.ACIRG), PUBLISHED IT TPI (TRUSS PLATE INST110Tf. SBS D'ONOf... DR., SUITE 200, MAOISOI. HI 5)719). FOR SAT ETT PRACTICES PNIOR TO PERE OR" I16 THESE (UNCTIONS. LESS OTNERYISE IRDICATID. TOINCH ORD SMALL HAVE PROPERLY ATTACHED STROCIUAAL PARELS. BOTTOM CHORD SNAIL NAVEA PROP(It I A(FACED R161D CEILING. �Q,pFESS/p, C ��% IB.O TC TC L L DL 3 0.0 12.0 P S F P S F pj ..._j A L P I N E ••IMPORTANT'• FUANISM A COPY Of IN ISDESIGN 10 THE INSTALLATION COATRACTOR. ALPINE ENGINEERID PRODUCTS, INC. SNAIL Y01 B[ 0.ESPOYSIBIE FOR AMY Df ItAT 101 FROM THIS DISIGI: All iA SIU RE TO . UIlO IRE iRUS SES IN CONfOANAA[E YI TN TPI: OR (ABI I[ATING. MANOLIY6, S111PIN6. IM STA LL IRO A10Zo :R.101.111.1 BRACING Of 'LOSSES. THISDESIGN CON►OR"S NIIN APPLICABLE PADVISIONS Of NOS (NATIONAL OESIGN SPECIFICAT10Y PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COYYECTORS ARE NAOF 206A ASTM A65] GRAD 6Al Y. STEEL, ESCEPT AS ROTEO. APPLY CONNECTORS i0 99 5 Y 7Vl Q�r�I * * BC BC TOT.LD. DL LL 10.0 0.0 52.0 P S F P S F PSF '--a Alpine F-PTOdum, Inc sBaBTDrnw,CA95628 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED OA THIS DESIGN, POSITION CONNECTORS PER DRAY IIGS 16D A•2 -TNF SEAL 01 ISIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Rf SPOYS1BI Li'I SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SULIABIL[TI AND USE OF ]HIS COMPONENT ►OR A1Y PARTICULAR BUILOIY6 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AYSIFTPI 1-1PPs SECTION 2. /LLLLLs /1� �•,d A�► flN D U R .FAC . 1.15 SPACING 24.00 Scale =.375"/Ft. REF R427--15239 DATE 07/09/99 DR W CAOSR427 99190010 CA -ENG JD/CWC SEON - 17397 FROM KD (MTOY-BRANDT NIGHTINGALE/ TOY - T9C ITOP CHORD 2x4 DF -L #1 N BOT CHORD 2X4 DF -L #1 WEBS 2x4 DF -L Standard 0 N a. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I Ln lr� rn C'-� 0 W6x4,o v o W3X4 0 x _ w 0-111_-5 Ix w w z c� W1.5X4III z w w z Wsxaly 0 5-11-5 4-0-11 7-1-10 2-10-6 I fE 10-0-0 Over 2 Supports R-520 W-5.5' R=520 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & 8C @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T 1-7-11 21-2-14 In +19-3-8 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 F Scale —.375' Ft. "WAR NING'• TAUSSES REQUIRE EITRENE CARE IN FABRICATION, HANOLtYG, SNIPPING. INSTALLING AND p -A BRACING. 0.EFER 10 MIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �1fESS10,yTC LL 30.0 PSF REF R427 --15240 IN STITUTF. 585 D'OIOf.t0 ON.. SUITE 200, MADISON. NI 55719). FOR SAFETY PRACTICES PRIOR TO '{( p�j PEIFORAI YC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED W�� �y`� TC DL 12.0 PSF DATE 07/09/99 r, STRUCTUTAL PANELS. NOTION CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE IMSTALtATION CONTRACTOR. ALPINE ENGINEERED 99 5 Eff BC DL 10.0 PSF DRW CAUSR427 99190011 pj PRODUCTS. INC. SMALI NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILURE TO a BUILD THE TRUSSES IN COIFOAMAACE WITM TPI; OR fABRICATIMG. HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. TWIT DES160 CONFORMS WITH APPLICABLE 1ROYISIDNT 0I NDS (NATIONAL DESIGN BC LL 0.0 PSF CA ENG JD/CLIC .� SIf CIFI[ATION PUBLISH[D BT THE AAENLCAN ►OAIST AND PA ER ASSOCIATION) AMD TPI. ALPINE .'� COINECTDRS ARE MAD( Of 20SA ASTM A653 GR40 GALT. STEEL, (ICIPT AS NOTED. APPLY CORRECTORS TO TOT . L D . 52.0 PSF S E O N - 17423 �-•-i EACY FACE OF TRUSS, AND UNLESS DTHERUISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C DRAWINGS 160 A•2. THE SEAL ON THIS DRAMAS INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.15 FROM KD I RESPONSIBILITY SOLELY SOA TBE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /AIPIClG E06"""""PEOCUCLS. IAO' COMPOWENT FOR AN ►AAT IC OlA1 OUILOING 15 THE RESPONSIBIL17V OF IME BUILDING DESIGNER. PEA ���� SBCTaLTAQA0,CA95828 ANSIFTPI 1.1995 SECTION 2. SPACING 24.0' (NTOY-BRANDT NIGHTINGALE/ TOY - T9D SPEC) �aTOP CHORD 2x4 DF -L #1 OT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard CV LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Co rn C'7 O :z W6X40 F U o W3X4 0 C14 . Ca- _F w x 0-111-5 _ w C-1 z �a W1.5X410 z w W2 NX&= T 2 -11 21-9-14 nl 19-3-8 w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND.L/180.00 TOTAL LOAD. a I 7-11-5 2-0-11 Q 9-1-10 -10-- I 10-0-0 Over 2 Supports R-520 W=5.5' R-520 0 N PLT TYP. Wave TPI -95 R Design Criteria: TPI ST 1 ••YARNING•• TRUSSES RE051RE EYTREME CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING AMO 1 BRACING. RETE■ TO HID -911 (HAADLIBG JBSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE CT IY STITUTE. 663 D'ONOFRIO DR., SUITE t00, MADISON. NI $3119), FOR SAFETY PRACTICES PRIOR TO cX3 PEI FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PAR ELS, BOTTOM CHORD SMALL NAYS A PROPERU ATIAC B[0 RIGID CE II IN G. �. •'IMPORTANT" EUANISM A COPY OF IN IS OT$164 TDISH THE INSTAL l AT 104 CONTRACIOI. WINE ENGINEERED Ay7 PRODUCTS, iNC. SHALL NOi BE 1ESIOH5111I FOA ANY DEVIATION ER ON THIS DES 16R: AN1 FAILURE TO BUILD THE TA USS[S IN CONFORMANCE Y":L TN III: OR FA BAY CATIAC, NANOLING, SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE .� SIL C IF ICA7105 11B11SHEO BY TM( AMERICAN FOREST AND PAPER ASSOCIATION) AND T/l. ALPINE .�- COYNE CT0IS AAE MAOL Of .11 ASTM A653 GR/D GAL.. STE EI, EF CII1 AS NO1IO. APPLT CONNECTORS TO ,—y EACH FAC[ Of IR OSS, AND UNLESS OCHE R11 LOCAFED ON THIS DESIGN, POSIT IOtl CONNf C70R5 TER DRAWINGS 160 A•1. iNL S[AL ON THIS OR APING IYDICA7E3 AC[U TAMCE OP PAOFE 35IONAl (BGIY[ERING Alpine Etl =cd IAroducts, Inc RESPONS IB1t IIY SOLELY FOR TME TRUSS COM/OIENT DESIGN SHONA. THE SUITABILITY ANO US[ OF THIS P Sbamucift, CA 95828 COHIONENT FOR ANY PA171CULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, IIt ANSI/TPI 11995 SECTION t. 19 CA - 1 - F Scale –.375"/Ft. $1p,EI� TC LL 30.0 PSF REF R427--15241 CA�i TC OL 12.0 PSF DATE 07/09/99 9 BC DL 10.0 PSF DRW CAUSR427 99190012 6* l BC LL 0.0 PSF CA -ENG JO/CWC TOT. LD. -52. 0 PSF SEQN - 17439 MCIV11. K DUR. FAC. 1.15 FROM KD SPACING 24.0' MTOY-BRANDT NIGHTINGALE/ TOY - T9E SPEC ITOP CHORD 2x4 DF -L #1 cv°OT CHORD 2x4 DF -L $1 WEBS 21C4 DF -L Standard CV N -'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 13 . to rn C—] 0 6 F- TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 III -7 F- 2-0-14 1404a o WU4o 0 Yx n J 3.5 01-5eg; W2.5X4s � T h-19-3-8 C-3 w z W1.5X410 w W Q-. Q I �- ---10-0-0 Over 2 Supports- -- R-512 W-5.5' R-531 I1. 0 C, N PLT TYP. Wave TPI -95 R Design Criteria: TPI STD "NAR NTNG" TLUSSIS REOUIRE EXTREME CARE IA FABRICATION, HANDLING, SNIPPING, INSTALLING AND CT SAACIRG. AEFTA 10 NIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C7� IYSTITUTE. 5B] O'OROfR10 DR., SUITE t00, MADISON, NI 5]719), (OA SAFETY PRACTICES PRIOR TO [T IELFORMIYG TNESt FUR[TIOYS. UNIF SS 0TNf RYI SF INDICATED, TOP CHORD SHAII MAYS FROPERLY ATTACHED „_, STRUCTURAL PAHFlS, BOTTOM CNORD SHALL MAY( A PROPERLY ATIACREC RIGID CEII ING. •`IMPORTANT'• FURNISH A COPY Oi THIS DESIGN TO TINE INSTAIIAT EOR CONTRACTOR. ALPINE ENGINEERED pj PMODUCTS, INC. SHALL tOT BE RESPON SI BIE FOR ANY DE YI AT 101 IRON TY 1S DESIGM; AN fA]LURE TO BU IID INf TRUSSES IR CONFORMANCE YITN TNI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ALPINE BAACIYG OF TRUSSES. IN IS DESIGN tONFORNS 11TH APPLICABLE PROVISIONS NOS (NATIONAL DESIGN SPEC IF ICATI OA PUBLISHED BY TM[ AMERICAN fCREST AND PAPER ASSOCI AtI0 N1 AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTH AGS] GRAD GALL. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO .-� EACH FACE OF TRUSS, AND UNLESS OTMERYISE LOCATED ON THIS DFSIGA./011/101 CONIC CTORS PIR DIAY1NGi ISO A•2. THE SUL ON THIS OAAYIAG IADICATES ACCEPIAOCE OF PROFESSIONAL ENG IYEIRIN. AI IIID Fn 15PSCd Prl)dUCLS, IDG Y[SI OYSIBIIITI SOIELY FOR THE TRUSS COMPONIRT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P $R.giCX. CA 9SR2R COMPONENT FOR ARI PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AIS12TPI 1.1995 SECT IOW 2. LAI CAI -/l/ -/-/-/F_ CESS/pi.� TC LL 30.0 PSF ,w• TC DL 12.0 PSF •99 BC DL 10.0 PSF PA38/5 r � BC rN�aaml LL 0.0 PSF TOT.LD. 52.0 PSF 1 � DUR.FAC. 1.15 SPACING 24.0" Scale -.375"/Ft. REF R427--15242 DATE 07/09/99 DR W CAUSR427 99190013 CA -ENG JD/CWC SEAN - 17458 FROM KD L S I L& I, SURVEYING 1007 Bille Rd. - P. 0. Box 671 - Paradise, CA 95967-0671 Telephone: (916) 877-4300 - FAX: (916) 877-2251 March 18, 1999 Luke Messinger Messinger Construction 1328 Eggleston Lane Chico, CA 95973 Ref: Lot 13, Flodin Subdivision No. 2,, APN 063-350-014 Dear Mr. Messinger: On March 17, 1999 I performed a Topographic Survey of the natural ground along the proposed driveway. The rate of grade of this proposed driveway varies from 4% to 8%. Sincerely, Lorraine Lundy, PLS p�� S J z LS. 6689/Jr, i Exp. Date 6130/.;/ NORTHSTAR ENGINEERING 20 Declaration.Drive Chico, CA 95973 (530) 893-16.00 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT Te Y e,7 IT-:) 11J r—,N IG JOB NO. Co3Z6 LOCATION H DATE 3 3 CODES: Uniform Building Code, 1994 Edition AISC, Manualtof Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 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 4RpFFSSIO& Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger 4446 `yc�f �'c� Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B 053590 Steel Tubing: ASTM A500 Grade A or B I Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 CML Q,Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 CF CALIFC OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 3 O psf Floor Live Load: 4o psf Seismic Zone 3 Wind Speed: mph. Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing ��Oo psf. ARE SPECIAL INSPECTIONS REQUIRED ? Iy O 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 (22 ` BY: DATE: 3I 19 JOB N0: & 3 ZC/ PAGE 2 OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors PA97I<tL L-ATEIzAL OT H G���ITr I�oA� F=or'lp,. F{Zf 1�C� g'' GYP. [ pl ISG. DL sNo�,j 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 � (A VI TY De�--7IG� 3.4! �: 7 30 2.� 3,2: 1.3 G-. o P s_FF 3 0 0 COY BY: IMI?— DATE: IDATE: 3/ 1 JOB N0: �3Z8 PAGE 3 OF NmthStar i � –_._ _i-z-!�.=-1 ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 BY: J !� DATE: 3 I I JOB N0: (p 32 8 PAGE q— OF FU NwthStar ENGINEERING Civil Engineers -Planners •Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893.1600 FAX 530-893-2113 RooF kJ ALL, F[, 45PA�,J _ �I - (Z631z) .04-� + 0(01)+-o15 762 K�I = 1 •� (.-7 zf 2.8 = 3-3 h1= z S = 2 �IZ''I►�/ 2. v - 2Z Ir`13 < I _31/2-" x 141' V 5Iz ':5? A LA 1 = FTc. F-�I A-_23,.4II.'-I-= 2.2 Fre S Ali Go FSI 11 ID Fo,,,4T-- A::: z 03.4)1 FZ - � �s>✓�I 21'�I� �Q- BY: J I T DATE: ?j I JOB N0: PAGE OF s 161tJ T— 3 N NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 Civil Engineers* Planners* Surveyors FAX 530-893-2113 1.45- 4.2 F7 2 .61, '� x 2". Co' x 121 . ,I = 4.7 K-' 1.'-2= 3. I FT-2- 2 =Tz2 all2i3O''i X zI_c:? _x, 121 , I T Jf L L W LOAD h1 A L-l�s ELCOR, ,o-5 (11+4-) . 7� ISI .�I Kai spA�l= �� l�J=•�I Kai 91) 4- 1,�� -7 BY. J rip NwthStar 20 DECLARATION DRIVE DATE: 3 I I 1 Q ra—_ CHICO, CALIFORNIA 95973 JOB NO: �3 2 C/ ENGINEERING 530.893-1600 PAGE (:;�7 OF Civil Engineers* Planners* Surveyors FAX 530-893.2113 TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Toy Residence located in Forest Ranch as provided by Longfellow Lumber Company Inc. The purpose of my review was to insure that the Truss Designer used the proper lateral loading where -- required based on my lateral analysis in the design of the trusses. - Based on my review of the truss calculations, the Truss Designer has used -�- the proper lateral loads for the design of the trusses at T -7A. We did not verify the - structural design of the individual trusses. We did not review and are not responsible for the proper dimensions of the truss with respect to the floor plan, the layout of the trusses with respect to the roof framing plan, or the truss framing configuration (i.e. location of girder trusses, individual loads applied to the 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 APN: 0ro7S' BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.: C) 9 — © 2S I Proposed Use: SFD �MH O Res. Accessory ❑ Ag. Bldg. ❑ Commercial O Industrial U Other: Zone District: —iM The Proposed Use Is: Permitted: Not Permitted: Requires a Minor Use Permit: Accessory Bldg. Use: General Plan: Requires a Use Permit: Requires an Administrative Permit: jj L-bT Parcel Created By Map? No: Yes: Book/Page Map Conditions? No: Yes:' See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front` 1(� L Side Q Q Side, street NIt, Rear Height f� Parcel in Land Conservation Agreement? No: X Yes: , Check Use Parcel in North Chico Specific Plan? No: X Yes: , Check NCSP Zoning Parcel in Floodplain? No: X Yes: , Zone: Panel No.: D O 0 Parcel in Enterprise Zone? No: - K_ Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other: _ Landscaping Requirements: OK as shown Other Comments: Reviewed By: Date: �� CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL - UNLESS ARCEL:UN .F.S. OTHER 1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5.times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground – _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized communiy water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. U. —13. 14. KABLDGCF14.FR.M W NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-16,00 FAX (530) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT TOY � �i S I � �iNG � JOB NO. G -,13Z63 LOCATION I v G H DATE 3 3 CODES: Uniform Building Code, 1994 Edition RISC, Manual'rof Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 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 VSoFESSFp1V 4 Steel Reinforcing: A-615 Grade 40 for #4 and smaller w� M• RI A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B 053'"90 Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 sBeams & Stringers, Posts & Timbers: D.F. #1 rgr�I cr�L1�o��ti Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 3 psf Floor Live Load: 4e psf Seismic Zone 3 Wind Speed: mph. Exposure:_ Method 2 used unless otherwise noted. Allowable Soil Bearing j00 psf. ARE SPECIAL INSPECTIONS REQUIRED ? N O 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 �p w BY: i I Il . DATE: S/ !9 JOB N0: &3 Z/ PAGE 2 OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 PAIzTfAL- I-ArarzAL, 6�AVITDP--,IG� P)Y G2AvIT�l LOAPc oO �2 P� F F -N 2.c2, D L s �l �kj S o o s �.. o BY: — I I [2— DATE: _2,111 / 1 1 JOB N0: 693Z8 PAGE ?j OF 3 A I oo Nor_ _thS_ tar ENGINEERING Civil Engineers -Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 .. JrJ Y.l •r1 t ` i1"''.:��,�! �� F � .I el �"�r•.I i•I•: ' 6. .''. _ +•�'•' � ��i l II m 'I `i� �:�• .•:may' lF�� LL � 1 / 1 Yk L. �qi • I � %: ® 8 BY: JH V, DATE: 3 I I I JOB N0: (p 32 8 PAGE q— OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 BY: J M p— NorthStar 20 DECLARATION DRIVE DATE: 3.111 Q _- --.,.� CHICO, CALIFORNIA 95973 JOB N0: �ji 3 Z 8 ENGINEERING 530-893-1600 PAGE OF Civil Engineers* Planners • Surveyors FAX 530-893-2113 s 4.2 F' S 2 <o 11 x 2! &!I- T'4 w = 4 _ -7 K- r� . A= 47K-'I.-'2= 3.I FT` E �I 2I -o" X ZI -o" x 12'I �I���Tz IBJ C� ' l -J A L -L g TIJ Pt J HA LL AY _ LOAD t ELOQP- .off II + 4-) _ . 7� ISI 3cj -7-� BY: J' Ip— DATE: 3 I 011 JOB NO: 6o3 28 PAGE OF NorthStar r-� ENGINEERING Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 TRUSS DESIGN STATEMENT I have reviewed the truss submittal for the Toy Residence located in Forest Ranch as provided by Longfellow Lumber Company Inc. The purpose of my review was to insure that the Truss Designer used the proper lateral loading where required based on my lateral analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper lateral loads for the design of the trusses at T -7A. We did not verify the structural design of the individual trusses. We did not review and are not responsible for the proper dimensions of the truss with respect to the floor .plan, the layout of the trusses with respect to the roof framing plan, or the truss framing configuration (i.e. location of girder trusses, individual loads applied to the 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 TABLE OF CONTENTS TOC Project Title.......... TOY RESIDENCE Date........ 07/26/98 Project Address........ HOPEL LN ******* FOREST RANCH *v4.50* ZSR Documentation Author... Robert A. Mangrum ******* BuPermit- Paradise Mechanical 3• 5655 Almond Street P an Check / Date Paradise, CA 95969 916-877=8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 TABLE OF CONTENTS Report Page FORM CF -1R................ 1 FORM MF -1R ................ 4 FORM C -2R.................... 6 HVAC SIZING. ............... 10 f CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... TOY RESIDENCE Date......... 07/26/98 Project Address........ HOPEL LN ******* FOREST RANCH *v4.50* Documentation Author... Robert A. Mangrum Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone..... ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 Component Type Wall Door Roof Floor Orientation Window Window Window Window Door Window Window Window Window Window Window Window Door Door GENERAL INFORMATION .- Conditioned Floor Area..... 23-3.-6 sf 23!(P Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories... ...... 2 Floor Construction Type.... Raised Floor. Glazing Percentage......... 24.4 % of floor area Average Glazing U -value.... 0.5 Btu/hr-sf-F BUILDING SHELL INSULATION' Front Front Front Front Left Left Left Left Left Left Back Back Back Back Frame Cavity Sheathing Insul Type R-value'R-value R -value Wood R-17.8 R-0 R-17.8 Assembly U -value Location/Comments 0.065 n/a R-0 R-n/a R-0 0.330 Wood R-11.8 R-27 R-38.8 0.025 Wood R-19 R-0 R-19 0.037 (N) (N) (N) (N) (E) (E) (E) (E) (E) (E) (S) (S) (S) (S) Area (sf) 20.0 14.0 6.0 6.0 18.0 10.5 12.0 6.0 6.0 4.0 24.0 24.0 40.0 40.0 U_ Value 0.500 0.490 0.490 0.490 0.510 0.500 0.490 0.500 0.500 0.500 0.500 0.500 0.490 0.490 FENESTRATION # of Pan- es 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Interior Shading/ Description None None None None None None None None None None None None None None FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL GARAGE WALL GARAGE WALL ROOF FLOOR Over - Exterior hang/ Shading` Fins None None None None None None None None None None None None None None Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes None Framing Type Vinyl Vinyl Vinyl Vinyl Glz<50% Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... TOY RESIDENCE Date........ 07/26/98 MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 Orientation Back (S) Back (S) Back (S) Back (S) Right (W) Right (W) Right (W) Right (W) Right (W) Right (W) Right (W) Right (W) Right (W) Right (W) Right (W) Right (W) FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description 4.0 0.500 2 None 25.0 0.500 2 None 25.0 0.500 2 None 25.0 0.500 2 None 24.0 0.500 2 None 20.0 0.500 2 None 25.0 0.490 2 None 20.0 0.500 2 None 15.0 0.490 2 None 20.0 0.500 2 None 24.0 0.490 2 None 20.0 0.500 2 None 24.0 0.490 2 None 18.0 0.500 2 None 20.0 0.500 2 None 25.0 0.500 2 None HVAC SYSTEMS Equipment Type Furnace ACPackage Tank Type Exterior Shadina None None None None None None None None None None None None None None None None over- hang/ Framing Fins Type Yes Vinyl Yes ,Vinyl Yes. Vinyl Yes Vinyl Yes Vinyl None Vinyl None Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes Vinyl Yes -. Wood Yes Vinyl Yes Vinyl Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.800 AFUE Crawlspace R-4.2 Setback 12.00 SEER Crawlspace R-4.2 Setback •WATER HEATING SYSTEMS Number Tank in Energy Size Heater Tvne Distribution Type S stem 'Factor ( 1) Storage . Gas Jr ga Standard 1 .60 EF 50 SPECIAL FEATURES/REMARKS External , Insulation R -value ' R-0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... TOY RESIDENCE Date........ 07/26/98 MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 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/ Remarks section. Name.... Title... Agency.. Phone... Signed.. (date) . DESIGNER'or OWNER DOCUMENTATION AUTHOR Name.... GARY TOY Name.... Robert A. Mangrum Company. OWNER Company. Paradise Mechanical Address. HOPEL LN Address. 5655 Almond Street FOREST RANCH, CA Paradise,,CA 95969 Phone... (530) 891-8350 Phone... 916-877-8882 License. Signed.. -7M�91 Signed j�� (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) . MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... TOY RESIDENCE Date........ 07/26/98 Project Address........ HOPEL LN ******* FOREST RANCH *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES, Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.316, 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 a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. !�! 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: .a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. v =1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... TOY RESIDENCE Date........ 07/26/98 MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - L 110-13: HVAC equipment, water heaters, showerheads and faucets er ment certified by the CEC. r/ 150(i): Setback thermostat on all applicable heating systems. t 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2.. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. l� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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 780-o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3.. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). r/ LIGHTING MEASURES Design- Enforce - 150(k):,40 lumens/watt or greater for general lighting in er ment kitchens and rooms with water closets; and recessed ceiling % fixtures IC (insulation cover) approved. V COMPUTER METHOD SUMMARY Page 6 C -2A ..Project Title.......... TOY RESIDENCE Date........ 07/26/98 Project Address........ HOPEL LN ******* FOREST RANCH *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 -Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone............ 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM C -2R• User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.15 13.77 0.38 Space Cooling.......... 13.57 14.24 -0.67 Water Heating.......... 10.89 10:47 0.42 Total 38.61 38.48 0.13 *** 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......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area.. ...... Glazing Percentage..'....... Average Glazing U -value.... Average Ceiling Height..... 2316 sf Single Family Detached New Front Facing 0 deg (N) 1 2 ReducedYear Raised Floor 1 22724 cf 1558 sf 1558 sf 0 sf 24.4 0 of floor area 0.5 Btu/hr-sf-F 9.8 ft COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... TOY RESIDENCE Date........ 07/26/98 MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 Zone Type HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Door 10 Roof 11 Roof 12 Floor _ Floor Area (sf) 2316 BUILDING ZONE INFORMATION # of Volume Dwell (cf) Units Cond- Thermostat itioned Type 22724 1.00 Yes Setback OPAQUE SURFACES Vent Special Height Vent Area (ft) (sf) 8.0 n/a Area U- Insul Act Solar.. Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments 512 0.065 17.8 0 90 Yes W.19.2X6.16 FRONT WALL 72 0.065 17.8 45 90 Yes W.19.2X6.16 FRONT WALL 54 0.065 17.8 315 90 Yes W,19.2X6.16 FRONT WALL 642 0.065 17.8 90 90:iYes W.19.2X6.16 LEFT WALL 457 0.065 17.8 180 90 Yes W.19.2X6.16 BACK WALL ,445 0.065 17.8 270 90 Yes W.19.2X6.16 RIGHT WALL 76 0.065 17.8 0 90 No W.19.2X6.16 GARAGE WALL 81 0.065 17.8 90 90 No W.19.2X6:16 GARAGE WALL 18 0.330 0 '90 90 No None GARAGE WALL 674 0.025 38.8 n/a 0 Yes R.38.2X4.24 ROOF 1445 0.025 38.8 0 14 Yes R.38.2X4.24 ROOF 1558 0.037 19 n/a 0 No FC.19.2X8.16 FLOOR FENESTRATION SURFACES # of Area Pan- Frame Surface (sf) es Type HOUSE 1 Window 2 Window 3 Window 4 Window 5 Door 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Door 14 Door 15 Window 16 Window 17 Window 18 Window 19 Window X20.0 2 .14.0 2 16.0 2 6.0 2 &18.0 2 j10.5 2 -12.0 2 6 0 2 6.0 2 4.0 2 •24.0 2 •24.0 2 .40.0 2 .40.0 2 - 4.0 2 625.0 2 •25.0 2 •25.0 2 624.0 2 Vinyl Vinyl Vinyl Vinyl Glz<50o Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vinyl Vent Open Type SC Sc, Interior U- Act Glass Int Shading/ value Azm Tlt Only Shade Description Slider 0.500 0 Fixed 0.490 0 Fixed 0.490 0 Fixed 0.490 0 Hinged 0.510 90 Slider 0.500 90 Fixed 0.490 90 Slider 0.500 90 Slider 0.500 90 Slider 0.500 90 Slider 0.500 180 Slider 0.500 180 Slider 0.490 180 Slider 0.490 180 Slider 0.500 180 Slider 0.500 180 Slider 0.500 180 Slider 0.500 180 Slider 0.500 270 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88, 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... TOY RESIDENCE Date........ 07/26/98 MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 FENESTRATION SURFACES # of Vent SC SC` Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description ,20 Window -•20.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 21 Window 025.0 2 Vinyl Fixed 0.490 270 90 0.88 0.78 None 22 Window 020.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 23 Window •15.0 2 Vinyl Fixed 0.490 270 90 0.88 0.78 None 24 Window 020.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 25 Window -24.0 2 Vinyl Fixed 0.490 27.0. 90 0.88 0.78 None 26 Window *20.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 27 Window 0.24.0 2 Vinyl Fixed 0.490 270 90 0.88 0.78 None 28 Door •18.0 2 Wood Hinged 0.500 270 90 0.88 0.78 None 29 Window •20.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None 30 Window •25.0 2 Vinyl Slider 0.500 270 90 0.88 0.78 None OVERHANGS AND.SIDE•FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 20.0 5.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window "14.0 2.0 7.0 11.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 6.0 6.0 1.0 11.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 6.0 6.0 1.0 11.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 18.0 6.6 2.5 5.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 10.5 3.5 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 4.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a - n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 4.0 2.0 2.0 - ..- 11 Window' 24.0 4.C. :;a n/a n/a n/a n/a n/a n/a n/a 13 Door 40.0 6.6 6.0 12.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a. n/a n/a 16 Window 25.0 5.0. 5.0 "- .. ." " ��/a n/a n/a n/a n/a n/a n/a 18 Window 25.0 5.0 5.0 n/a n/a n/a n/a n/a 22 Window 20.0 5 .0 4.0 �� � � - - n/a n/a n/a n/a n/a n/a 24 Window 20.0 5.0 4.0 2.0 7.0 _ n/a n/a n/a n/a n/a 26 Window 20.0 =. _i/a n/a n/a n/a n/a n/a 28 Door 18.0 6.6 6.0 8.0 0.0 ' - _/a n/a n/a n/a n/a 30 Window 25.0 5.0 5.0 __" - =,/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R t I Project Title.......... TOY RESIDENCE Date........ 07/26/98 ; MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R, -value Efficiency HOUSE Furnace 0.800 AFUE Crawlspace R-4.2 0.880 ACPackage 12.00 SEER Crawlspace R-4.2 .0.910 WATER HEATING SYSTEMS r Number Tank External in Energy Size Insulation' Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .60 50 R-0 SPECIAL FEATURES/REMARKS, I V HVAC SIZING Page 10 HVAC Project Title........... TOY RESIDENCE Date........ 07/26/98 Project Address........ HOPEL LN ******* FOREST RANCH *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical. 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone..... ..... it Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-1TOY Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run -TOY TITLE 24 GENERAL INFORMATION Floor Area ................. 2316 sf Volume .. ..... ............ 22724 cf Front Orientation.......... Front Facing 0 deg (N) Sizing Location.:.......... PARADISE Latitude. ..... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 72 F Summer Outside Design...... 99 F Summer Inside Design....... 75 F Summer Range ............... 34.F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes. Latent Load Fraction....... 0.30 - HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 11296 5708 Glazing Conduction ............... 11776 6729 Glazing Solar .................... n/a 12673 Infiltration ..................... 13881 4722 Internal Gain .................... n/a 2100 Ducts ............................ 3695 1597 Sensible Load .................... 40647 33528 Latent Load ...................... n/a 10058 Minimum Total Load 40647 43586 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be = ____ S1VHt_ rlJlll Lllllrlil_ _ 1 HEATING & COOLING Product 38TRA (60 Hz) Data Air Conditioner.. n Sizes 018 thru 060 The 38TRA achieves energy- efficient cooling performance up to 14 SEER when used with specific Carrier equipment. All models are listed with UL, c -UL. ARI. CEC, and CSA-EEV. The 38TRA meets the Energy Starsm guidelines for energy efficiency. The Tech 2000 Silencer System features the InViroFlow design, energy-efficient fan and motor, advanced sound hood, and ' compressor vibration isolator plate. InViroFlow Design improves airflow pattern requiring less energy. Energy-Erlicient ran and Fan Motor adds to quiet operation while nloving air more efficiently. Sound Hood muffles noise from operation. Compressor Vibration Isolator Plate eliminates compressor vibration transmission to the base pan thus ensuring quiet operation. FEATURES/BENEFITS Electrical Range — All units are offered in 208/230v single phase only. Wide Range or Sizes — Available . in 7 nominal sizes from 018 through 060 to meet the needs of residential and light commercial applications. Weather -Armor II Cabinet — Steel is galvanized and coated with a layer of zinc phosphate. A coat of modified polyester powder is then applied and baked on, providing each unit with a hard, smooth finish that will last for many years. All screws on cabinet exterior are coated fora long-lasting, rust -resistant, quality appearance. Copyright 1997 Carrier Corporation Form 38TRA•613D ompinauon ratings continuea SEER GJ FACTORY- CARRIER GAS UNIT SUPPLIED FURNACE OR ACCESSORY SOUND SIZE- INDOOR TOTAL CAP. ENHANCE- STANDARD I ACCESSORY I RATING TXV$ LLS 44 SERIES SECTION BTUH MENT RATING TDRt EER (dBA) COILS + 58U(H,X)V120-20 VARIABLE -SPEED FURNACE CC5A1CO5A'CD5BW050 48.500 TDR 13.00 - 13.00 - 11.15 72 i co 11 20 72 038.33 G � �n3.� �n c� c 1,3.00 - 13.00 - 31.13 72 CJSZKSA CKSBW048 47,000 TDR 12.50 - 12.50 - 10.95 72 CJ5AlCK5A/CK5BX060 48,000 TDR 13.00 - 13.00 - 11.40 72 CK3BA048 47,000 TDR 12.50 - 12.50 - 10.95 72 CK3BA060 47,000 TOR 13.00 - 13.00 - 11.15 72 CG5A/CD5A/GD5,BW060` 57,000 NONE --• 12,00 12.00 12,00 10:30 76 CC5A/CD5A/CD5BA060 55,000 NONE - 12.00 12.00 12.00 10.20 76 CD3(A,B)A060 55,000 NONE - 12.00 12.00 12.00 10.20 76 MA060 56,000 NONE - 11.80 11.80 11.80 10.10 76 A= 56,500 NONE - 12.00 12.00 12.00 10.20 76 CE3AA060 57,000 NONE - 12.00 12.00 12.00 10.40 76 CJ5A/CK5A/CK5BA060 55,000 NONE - 12.00 12.00 12.00 10.35 76 CJ5A/CK5A/CK5BN060 55,000 NONE - 12.00 12.00 12.00 10.55 76 CJ5A/CK5A/CK5BX060 57,000 NONE - 12.00 12.00 12.00 10.45 76 CK3BA060 55,000 NONE - 12.00 12.00 12.00 10.45 76 F(A,B)4AN3070 0 57,000 TDR 11.50 1150 76 FB4ANB070 58,000 TDR 12.00 - 12.00 - 0.4 10.40 76 FC4BNB054 58,000 TDR & TXV 12.20 10.55 76 060-33 FC4BNB070 58,000 TDR & TXV 12.00 - - - 10.40 76 FC4BN(F,B)060 57,000 TDR & TXV 11.50 - - - 9.95 76 FG3AAA060 57,000 NONE - 12.00 12.00 12.00 10.30 76 FK4BN6006 58,000 TDR & TXV 12.50 - - - 10.65 76 FMCN13006 58,000 TDR & TXV 12.50 - - I - 10.65 76 COILS + 58U(H,X)V100-20 VARIABLE -SPEED FURNACE CC5A/CD5A/CD5BW060 57,000 TDR 12.50 - 12.50 - 10.75 76 CJ5A/CK5A/CK5BA060 55,500 TDR 12.00 - 12.00 - 10.60 76 CJ5A/CK5A/CK5BX060 56,500 TDR 1 12.50 - 12.50 - 10.90 76 CK313A060 55.500 TDR 12.50 - 12.50 - 10.90 76 COILS + 58U(H,X)V120-20 VARIABLE -SPEED FURNACE CJ5A/CK5A/CK5BA060 1 55.500 TDR 12.00 - 12.00 - 10.45 76 CJ5A/CK5A/CK5BX060 56,500 TDR 12.50 - 12.50 - 10.80 76 CK38A060 55,000 TDR 12.50 - 12.50 - 10.80 76 Tested combination t In most cases, only 1 method should be used to achieve TDR function. Using more than 1 method in a system may cause degradation in perfor- mance. Use either the accessory Time -Delay Relay KAATD0101 TDR or a furnace equipped with TDR. All Carrier furnaces are equipped with TDR except for the 58GFA. t Based on computer simulation. Requires hard shutoff TXV. EER - Energy Efficiency Ratio LLS - Liquid -Line Solenoid Valve SEER - Seasonal Energy Efficiency Ratio TOR - Time -Delay Relay TXV - Thermostatic Expansion Valve NOTES: 1. Ratings are net values reflecting the effects of circulating fan motor heat. Supplemental electric heat isnot included. 2. Tested outdoor/indoor combinations have been tested in accordance with DOE test procedures for central air conditioners. Ratings for other combinations are determined under DOE computer simulation procedures. 3. Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil literature. 4. Do not apply with capillary tube coils as performance and reliability are significantly affected. 15 HEATING & COOLING Copyright 1997 Carrier Corporation Product 58ZAV Data WeatherMaker® 8000 Deluxe High -Efficiency Downflow/Horizontal Gas Furnace Input Capacities: 50,000 thru 135,000 Btuh DOWNFLOW ° 000000 00000000r NUN WWNWHORE HORIZONTAL Advanced Technology for High -Efficiency Gas Furnaces Carrier leads the industry with our new WeatherMaker@ 8000 Induced - Combustion Gas Furnace. This furnace is built with the most advanced manufacturing equipment, processes, and technology available in order to ensure top quality. Packed into the cabinet are file industry's foremost dealer and homeowner features. The 58ZAV Downflow/ Horizontal Furnace is the newest addition to Carrier's list of product leadership in the gas furnace industry. These induced -combustion, gas- fired furnaces offer not only low installation costs, but fuel economy as well—delivering an Annual Fuel Utilization Efficiency (AFUE) rating of 80.0%. The Carrier WeatherMaker 8000 utilizes a hot surface, silicon carbide ignition system to save energy and increase reliability. Our engineers have incorporated the patented S-shaped 4 -pass heat exchanger, a new soft mount inducer assembly, and a slow opening gas valve to improve sound level. The Super -S heat exchanger provides better heat transfer while enabling us to make a compact furnace. This provides more room in closet, utility room, and short basement installations. The heat exchanger is constructed of aluminized steel and is backed by a 20 -year Limited Warranty. The Carrier WeatherMaker 8000 Gas Furnace will meet your home heating requirements. This furnace family provides the widest range of heating capacities available. Form No. 58ZAV-6PD The superior attention to cabinet detail is obvious. The Carrier WeatherMaker 8000 features I -piece, seamless, wrap-around construction. There are no spot welds on the exterior surfaces of the furnace. There is also double protection for the cabinet. First, a galvanized steel substrate provides resistance to rusting. Then the cabinet is constructed of prepainted steel— the same high-quality finish found on refrigerators and dishwashers. Perhaps the most advanced feature of the Carrii r WeatherMaker 8000 is the microprocessor control board which shows true leadership in furnace technology. The simplified electronics in this control board provide high reliability while performing many of the functions of older, electro -mechanical devices in other furnaces. The control board provides blower delay at start-up and shutdown, while monitoring furnace operations and functions. In the unlikely event of a service call, in less than a minute, the technician can use the self -test feature to determine if a major component has failed. The control board will check itself, then the inducer, silicon carbide ignition, low- and high-speed blower, and the humidifier connections. The control board also features a 3 -amp fuse that protects the transformer and control board. Another feature on the control board is an LCD status indicator light to ensure top furnace performance. Best of all, the Carrier WeatherMaker 8000 is made to be easily installed. Many features make this furnace the easy choice for replacement or new construction markets. Left and right connections are provided for gas and electrical supplies. An easy -to -remove bottom, blower speed selector, cased or uncased cooling coils, low -voltage humidifier, and electronic air cleaner terminal connections are among other features. This furnace is designed for mtrltipoise downflow, right horizontal, or left horizontal applications. O o ( j ;lkY 0-1 CO TT -_ ® 11c; - a 0 n n ®[ 0 O A89217 A94151 A92074 FIEAT EXCHANGER CONTROL BOARD INDUCER BLOWER OESIGA, Alec Cor oras, MEETS DOE RESIDENTIAL CONSERVATION a",- C, 4- Ga °o SERVICES PROGRAM STANDARDS. CA'a :I�I-If,IENCY HATING cqs I:I:HIII IID /► U Before purchasing this appliance, read important 9s n = ma `�j%1� m energy cost and efficiency information available c CCIAZ�� p APPROVED �S �� from your retailer. FRTIFIE 09001 µA2 Model number nomenclature 58ZAV Downflow/Horizontal Induced -Combustion Gas -Fired Furnace Input Capacity 050 — 46,000 Btuh 070 — 69,000 Btuh 096 — 92,000 Btuh 115 — 115,000 Btuh 135 — 135,000 Btuh i 2 050 141 08 Cooling Size (Airflow) (400 CFM per 12,000 Btuh) 08 — 800 CFM 12 — 1200 CFM 16 — 1600 CFM 20 — 2000 CFM 22 - 2200 CFM Series Number $j Carrier accessories* A88202 DOWNFLOW " SUBBASE One base fits all furnace sizes. The base is designed to be installed between the furnace and a combustible Iloor when no coil box is used, or when a coil box other than a Carrier cased coil is used. It is A.G.A. design certified for use with Carrier 58ZAV furnaces. UNIT SIZE AIR CLEANER HUMIDIFIER VENTILATOR THERMOSTAT — NON -PROGRAMMABLE THERMOSTAT — PROGRAMMABLE • DOWNFLOW SUBBASEt GAS CONVERSION KIT Natural -To -Propane Propane -To -Natural A95432 MECHANICAL OR ELECTRONIC AIR CLEANER Cleans the air of smoke, dirt, and many pollens commonly found. saves decorating and cleaning expenses by keeping carpets, furniture, and drapes cleaner. Mechanical air cleaner is shown. A91365 MODEL 49FH HUMIDIFIER By adding moisture to winter -dry air, a Carrier humidifier can often improve the comfort and keep furniture, rugs, and draperies in better condition. Moisturizing household air also helps to retain normal body heat and provides comfort at lower temperatures. 050-08 & 12 I 070-08 & 12 096-12 & 16 1 115-11 20 & 22 135-20 Model AIRA, KEACA, 31 MF, or MECH Model 49BF, 49BG, 49FH, 49FP, or 49WS Model VA313, VB5B, VC5B, or VL3A For Use With Air Conditioner —TSTATCCNAC01-A For Use With Heat Pump — TSTATCCNHP01-A For Use With Air Conditioner — TSTATCCPAC01-A For Use With Heat Pump — TSTATCCPHP01-A ter -'A coni— Ai KGANP2001 ALL KGAPN1601ALL --y-cauuiurtceo ano nela Installed. Gas conversion kits are A.G.A. recognized. t Required for installation on combustible floors when no coil box is used, or when any coil box other than a Carrier cased coil is used. Physical data 050 070 096 115 135 UNIT SIZE 08 12 08 12 12 16 16 20 22 20 OUTPUT CAPACITY (BTUH)t Nonweatherized ICS 37,000 37,000 56,000 56,000 74,000 75,000 93,000 93,000 93,000 110,000 INPUT BTUH$ 46,000 46,000 69,000 69,000 92,000 92,000 115,000 115,000 115,000 135,000 SHIPPING WEIGHT (Lb) 124 127 141 145 154 154 171 181 181 192 CERTIFIED TEMP RISE RANGE (°F) 30 — 60 20 — 50 50 — 80 30 — 60 45 — 75-3O _-60 50 — 80 35 — 65 35 — 65 45 — 75 CERTIFIED EXT STATIC PRESSURE Heating 0.10 0.10 0.12 0.12 0.15 0.15 0.20 0.20 0.20 0.20 Cooling 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.80 0.50 AIRFLOW CFM Heating 720 1165 660 1165 1060 1350 1400 1735 1740 1690 Cooling 895 1160 930 1195 1255 1580 1595 1950 1955 2055 SECONDARY LIMIT CONTROL Manual Reset LIMIT CONTROL SPST HEATING BLOWER CONTROL Solid -State Time Operation BURNERS (Monoport) 2 3 4 5 GAS CONNECTION SIZE - 6 GAS VALVE (Redundant) Manufacturer Minimum Inlet Pressure (In. wc) l• Maximum Inlet Pressure (In. wc) MAIN BURNER IGNITER 1/2 -in. NPT White -Rodgers 4.5 (Natural Gas) 13.6 (Natural Gas) Hot Surface Gas input ratings are certified for elevations to 2000 ft. For elevations above 2000 ft, reduce ratings 4% for each 1000 ft above sea level. Refer to National Fuel Gas Code Table F4. In Canada, derate unit 10% for elevations 2000 ft to 4500 ft above sea level. t Capacity in accordance with U.S. Government DOE test procedures. ICS — Isolated Combustion System 3 Dimensions CLEARANCES (In.) UNIT SIZE 1050 AND 070 , 096-135 UNIT SIZE 1 050 AND 070 I 096-135 DOWNFLOW (In Alcove or Closet) HORIZONTAL (In Attic, Alcove, or Crawlspace) 14-3/16 Sides —Single -Wall Vent 1 0 Sides' 1 0 Type B-1 Double -Wall Vent 0 0 Back 0 0 Back 0 0 Top — Single -Wall Vent 1 1 Top 1 1 Type B-1 Double -Wall Vent 1 1 Front —Single -Wall Vent 6t 6t Front$ —Single -Wall Vent 6t 6t Type B-1 Double -Wall Vent 3t 3t Type B-1 Double -Wall Vent 3t 3t Vent — Single -Wall Vent 6 6 Vent — Single -Wall Vent 6 6 Type B-1 Double -Wall Vent 1 1 Type B-1 Double -Wall Vent 1 1 4 HORIZONTAL (In Closet) 21 19-3/8 Indicates supply or return sides when furnace is in the horizontal position. Sides* 1 1 t Clearance shown is for outlet end. The inlet end must maintain 6 -in. mini- Back 3 3 mum clearance from the vent to combustible materials when using single- Top — Single -Wall Vent 2 2 wall vent. t Minimum 18 -in. front clearance required for alcove. Type B-1 Double -Wall Vent 2 2 NOTES: Front—Single-Wall Vent 6 6 1. Provide 30 -in. front clearance for servicing. An open door in front of the furnace can meet this requirement. Type B-1 Double -Wall Vent 3 3 2. A minimum clearance of 3 in. must be provided in front of the furnace for Vent — Single -Wall Vent 6 6 combustion air and proper operation. Type B-1 Double -Wall Vent 1 1 '3/16 �I INL 39 7/8" 11/2"DIA 0 0 0 R.H. GAS ENTRY 7/8" DIA 91/8% o0o i. ACCESSORY�� 1 3/4" DIA HOLE -� 4 101/4 GAS ENTRY 11/16"il f OUTLET I Fig 1//816 � 6" II 4 I 11/16„ NOTE: ADDITIONAL 7/8" DIA K.O. ARE LOCATED IN THE TOP PLATE AND BOTTOM PLATE DIMENSIONS (In.) VENT CONNECTION 13/16"- 1 0 0 0 16 ths" �7/8 DIA 1"TYP 0 0 o ACCESSORY 13 5/t 6" 101/4" -� x-5/8"TYP 11/16" i 1 t/1B" -� �f21/g„ AIRFLOW DIMPLES TO DRILL HOLES FOR HANGER BOLTS (4 PLACES) IN HORIZONTAL POSITION UNIT SIZE 1/2„ DIA 43/16% I THERMOSTAT - WIRE ENTRY 14-3/16 12-9/16 0 O- -7/8" DIA 4 050-12 ACCESSORY 2 15/16 12-11/16 4 LE 14-3/16 POWER ENTRY 0 0 0 16 ths" �7/8 DIA 1"TYP 0 0 o ACCESSORY 13 5/t 6" 101/4" -� x-5/8"TYP 11/16" i 1 t/1B" -� �f21/g„ AIRFLOW DIMPLES TO DRILL HOLES FOR HANGER BOLTS (4 PLACES) IN HORIZONTAL POSITION UNIT SIZE A. D E VENT CONN; 050-08 14-3/16 12-9/16 12-11/16 4 050-12 14-3/16 12-9/16 12-11/16 4 070-08 14-3/16 12-9/16 12-11/16 4 070-12 14-3/16 12-9/16 12-11/16 4 096-12 17-1/2 15-7/8 16 4 096-16 17-1/2 15-7/8 16 4 115-16 17-1/2 15-7/8 16 4 115-20 21 19-3/8 19-1/2 4 115-22 1 21 19-3/8 19-1/2 4 135-20 1 24-1/2 1 22-7/8 1 23 1 5 Refer to the furnace Installation Instructions for proper venting procedures 4 A88324 •! 10l ®I Accessory downf low subbase DIMENSIONAL DATA (In.) FURNACE PLENUM OPENING* FLOOR OPENING HOLE NO. CASING- FOR WIDTH A B C D WIDTH' FURNACE IN DOWNFLOW APPLICATION ADJUSTMENT 14-3/16 Furnace with or without CD5 or CK5 Coil 11-13/16 19 13-7/16 20-3/8 4 Assembly or KCAKC Coil Box 11-1/2 Furnace with or without CD5 or CK5 Coil 15-1/8 19 16-3/4 20-3/8 3 Assembly or KCAKC Coil Box 21 Furnace with or without CD5 or CK5 Coil 18-5/8 19 20-1/4 20-3/8 2 Assembly or KCAKC Coil Box 24-1/2 Furnace with or without C05 or CK5 Coil 22-1/8 19 23-3/4 20-3/8 1 Assembly or KCAKC Coil Box The plenum should be constructed 1/4 in. smaller in width and depth than the plenum dimensions shown above. LOCATING r 1 1/4" TY P TAB Ism/—OPENING V A88206 B LOCATING TAB A88207 HORIZONTAL FILTER POSITION Filter Retainers (Field Supplied) A94307 E Performance data UNIT SIZE 050-08 050-12 070-08 070-12 096-12 096-16 115-16 115-20 1 115-22 135-20 DIRECT -DRIVE MOTOR Hp (PSC) 1/5 1/3 1/5 1/3 1/3 1/2 1/2 3/4 3/4 3/4 MOTOR FULL LOAD AMPS 2.9 5.8 2.9 5.8 5.8 7.9 7.9 11.1 11.1 11.1 RPM (Nominal)—SPEEDS 1075 — 3 1075 — 4 1075 — 3 1075 — 4 1075 — 4 1075 — 4 1075 — 4 1075 — 4 1075 — 4 1075 — 4 BLOWER WHEEL DIAMETER x WIDTH (In.) 10 x 6 10 x 6 10 x 6 10 x 6 1 10 x 7 1 10 x 8 10 x 8 11 x 10 11 x 10 1 11 x 10 FILTER SIZE (In.)—WASHABLE I - -- PSC—Permanent Split Capacitor I ENERGY EFFICIENCY 050 1070 1096 115 135 UNIT SIZE 08 12 1 08 1 12 12 16 16 1 20 1 22 20 CAPACITY BTUH* Nonweatherized ICS 37,000 37,000 56,000 56,000 74,000 75,000 93,000 93,000 93,000 110,000 AFUE %* Nonweatherized ICS 80.0 80.0 1 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 * Capacity and AFUE in accordance with U.S. Government DOE test procedures ICS—Isolated Combustion System AIR DELIVERY -CFM —Indicates unstable operating conditions. 6 10) EXTERNAL STATIC PRESSURE (In. wc) UNIT SIZE SPEED 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 High 1100 1050 1000 950 895 840 760 650 050-08 Med-High 860 820 790 760 710 655 580 480 Med-Low 720 685 650 615 560 505 440 360 High 1450 1385 1320 1245 1160 1060 970 855 Med-High 1305 1270 1225 1160 1090 1000 910 810 050 12 Med-low 1165 1135 1090 1045 990 905 830 730 Low 1005 980 955 915 870 810 740 650 High — — 1010 975 930 885 825 745 070-08 Med-High — 815 800 765 725 685 620 550 Med-Low — 660 645 620 590 545 480 415 High 1435 1385 1320 1265 1195 1145 1080 1000 Med-High 1300 1265 1230 1185 1135 1070 1010 940 070-12 Med-Low 1165 1140 1100 1055 1005 975 920 850 Low 985 950 945 920 890 850 810 745 High 1445 1420 1380 1320 1255 1180 1075 940 Med-High 1255 1250 1220 1180 1140 1065 975 830 096-12 Med-Low 1060 1055 1045 1025 975 915 820 680 Low 900 895 890 870 830 760 665 545 High 1855 1765 1710 1665 1580 1570 1410 1310 Med-High 1595 1570 1530 1485 1410 1355 1280 1200 096-16 Med-Low 1355 1345 1305 1270 1220 1170 1110 1025 Low 1170 1170 1140 1110 1075 1025 965 890 High 1930 1850 1770 1685 1595 1505 1405 1305 Med-High 1685 1630 1580 1525 1445 1370 1285 1195 115-16 Med-Low 1425 1400 1370 1325 1280 1225 1155 1070 Low 1250 1240 1210 1170 1150 1095 1035 950 High 2235 2185 2110 2030 1950 1835 1700 1540 Med-High 1995 1970 1915 1845 1765 1680 1545 1415 115-20 Med-Low 1735 1735 1675 1625 1565 1480 1370 1265 Low 1510 1500 1485 1455 1400 1 1320 1230 1130 High 2520 2460 2405 2315 2235 2150 2050 1955 Med-High 2065 2090 2060 2025 1980 1890 1815 1720 115 22 Med-Low 1675 1740 1725 1720 1705 1640 1595 1525 Low 1525 1530 1515 1525 1485 1450 1400 1340 High — 2250 2190 2130 2055 1960 1875 1760 Med-High — 2000 1960 1910 1850 1785 1710 1615 135-20 Med-Low 1700 1690 1670 1650 1610 1560 1490 1435 Low 1480 1480 1480 1460 1430 1380 1320 1255 —Indicates unstable operating conditions. 6 10) Electrical data UNIT SIZE UNIT VOLTS — HERTZ ® PHASE • MINIMUM WIRE SIZE MAXIMUM WIRE LENGTH (Ft)* MAXIMUM UNIT AMPS OPERATING VOLTAGE RANGE (Min—Max)t MAXIMUM FUSE SIZE OR HACR-TYPE CKT BRK (A 050-08 1050-12 1 070-08 1 070-12 1 096-12 1096-16 1 115-16 1 115-20 1 115-22 1 135-20 14 14 14 14 14 14 14 12 12 12 42 34 42 33 30 28 28 33 29 31 6.6 8.1 6.7 8.4 9.2 10.2 10.1 13.3 15.2 14.3 104-127 15 15 15 15 15 1 15 15 20 20 20 TRANSFORMER (24v) 40va EXTERNAL CONTROL POWER AVAILABLE Heating 12va Cooling 35va AIR CONDITIONING BLOWER RELAY Standard * Length shown is as measured 1 way along wire path between unit and service panel for maximum 2% voltage drop t Permissible limits of the voltage range at which the unit will operate satisfactorily. t Time -delay fuse is recommended. Typical wiring schematic ---- FIELD 24 -VOLT WIRING ---- FIELD 115-, 208/230-, 460 -VOLT WIRING FACTORY 24 -VOLT WIRING FACTORY 115 -VOLT WIRING NOTE 2 Y THERMOSTAT FIVE w e R G Y TERMINALS FIELD -SUPPLIED WIRE I I I I I FUSED DISCONNECT I I I I I THREE -WIRE HEATING I I I I I -- – 208/230- OR ONLY i i -- --- 460 -VOLT N -- --- THREE BLK Ow I I I I I PHASE BLK * I I I I ♦ — -- WH H I I I -- ---t-------- I I I -- •---1 208/230- 1 I I l -GND GNDVOLT 115 -VOLT FUSED AUXILIAR--- J-BOX -- J BOX ----- -----I I I I ~' = ------ PHASE G _I GND SINGLE SWITCH CONTROL_ _NOTE 1 I CONDENSING (WHEN BOX O — ------ ------- UNIT REQUIRED) 24 -VOLT TWO TERMINA WIRE BLOCK FURNACE NOTES: 1. Connect Y -terminal as shown for proper operation. 2. Some thermostats require a "C" terminal connection as shown. 3. If any of the original wire, as supplied, must be replaced, use same type or equivalent wire. A96415 7 Typical installation HUMIDIFIER �a Q. Q � . AIRFLOW E> ELECTRONIC AIR CLEANER A/( A89220 Printed on recycled paper. Carrier Corporation • Indianapolis, IN 46231 1-97 HEATING & COOLING Manufacturer reserves the right to discontinue, or change at any time, specifications or designs without notice and without incurring obligations. Book 1 4 Page 8 Catalog No. 525-824 Printed in U.S.A. PC 101 Form 58ZAV-6PD Tab 6a 8a Replaces: 58ZAV-5PD .01 0 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATIONS PROJECT To( �� �� NG JOB NO. LOCATION FoR P—ANGri DATE -7 CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: QgoFESSIo& M. RIC��l � C� tiw FG C X05,355 x900 / M. !L I s�, Ci v tL tiQ \TF op CALLFS� 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 4.0 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B �Steel:Tubing: ASTM A500 Grade A or B ` achine Bolts, Anchor Bolts: ASTM A307 Grade.A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light. Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F.I#2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load: psf Seismic Zone': Wind Speed: 7� mph Exposure.: Method 2 -used unless otherwise noted. Allowable Soil Bearing Ipsf ARE SPECIAL INSPECTIONS REQUIRED ? rQ d 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 8 BY: i m Il . DATE: %' 8 JOB NO: 6p3ZO5 PAGE 2 OF NwthStar ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 PArzT«L, L�r_,L,v_�T��►�. - GIzAI T Y - - _----�--- --- - -! -- -- � � 2 n P' LAY h1 �. �_—_ -_ _. •— — - � ! � --o - � --- _ git C5, y P. [3p. .. I ISG. � � � ! • 3 � — - - I 17 Imo_. iJ ° -�-- �1`�`_, _ .. u - BY: JM IZ DATE: 7/cl3 JOB NO: 6p, Z a PAGE OF NwthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 L ATE�P-AL,- � ' I sFl I IS F'I.IG , -7 KS F -- __o14�(I.3):. (0�7----- --. 1.2.0_ F zo 4.3. KSF Z V F o T H = .400- . LOK-I U s E� 11,5 T 4L'�? �-J 3 = I mot o�,J_ 4-X '(G -A P. = 7. TP-uT= r-zk-'-/36>z-g i. K Fdi2 (d' ��� o-G.CZS BY: J H I, DATE: %I Ci8 Q JOB NO: 6o3 Z 8 PAGE 4 OF NwthStar ENGINEERING Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 KJItIJD- 8_`<-qfz). of o. 4 OTT F] I \ c, til 4x powTr -I A -x T- F- LA T = (I cl 1�-- z ca �EIIz = TS 2z To P PL. cAn. z- .2 K �'z t4Ss To RIS A � _ U tz BY. A "p�I� �thStar 20 DECLARATION DRIVE DATE: 7l fe? CHICO, CALIFORNIA 95973 JOB NO: 6'P32 0 ENGINEERING 916-893-1600 PAGE . OF Civil Engineers • Planners • Surveyors FAX 916-893-2113 30 --- --L - Vs��s_28CgJz)_o 1( � 1-1 A4Y\ T Iz U -- BY: -� M I- DATE: 7/ 18 JOB N0: 62? Z8 PAGE � OF l3 f I � 1 S o'3 NorthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 e V 0 Z 512 l o +- _ 3 <l�)� -f- 12� O, 1.78 (9)9, = 14-. 4 K- I4 b = (14-.- L4 5 5- 11 I-1 0 4X ? Td � I Z B� U��R� �Gl- BY: J M p— DATE: 7/15 JOB NO: 637,0 PAGE 7 OF NorthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 BY: I m1- NorthStar 20 DECLARATION DRIVE DATE: 7/18 CHICO, CALIFORNIA 95973 JOB NO: 6�13ZB ENGINEERING 916-893-1600 PAGE 8 OF Civil Engineers* Planners* Surveyors FAX 916-893.2113 _ C. s r BY: j fel rz— DATE: %018 JOB NO: Cv3Z8 PAGE q OF NorthStar go ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 » _ r C(I4CI9)�+C�I?��i4�.�oi I U� H `f- I C� I - l moo{: S ►�1 K. �-� 0� j 2--Zx CAP. LCA — -- `!s- � I OTM 43(4) E�2 �5� -8�.2�.: I MTT—z8 �J2¢4,c1 otJ Ze.--2X CCA P.-����� BY: DATE: 7/ 18 iJOB NO: (5-;23Zg PAGE 1C7 OF NorthStar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 A--, 5 �yG i P---- C,,- I?Ci2i ,- - ----_C)TTl 141, A �J _ x N 14 Z4) 1,`72--� Z �C9 Zig �. _ i I 4::f2,.e� H TTI ('CAP.2. BY: j M p--� NorthStar DATE: 7/9a JOB NO: X328 ENGINEERING PAGE I I OF Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 S,(Fgof-1 GTOfl� G � CJ ` • O I - _I�/. V I T)'��� /V -I ).� O.I �.�_� O �I O��U.IV i . —iQ 4.- OT I .30-7 05. r - - - -. o T r.j. = .3-0-7 0- <-e) = 2 2-- 14D 2.-7 K- qS� 6�j 2 -ZX Tp, U T- 4 - V-Z5�1 1. . (A r 3 C_'I-57A_3a 7-' -1 �J�o IST :-r'ap - --- BY: J �i P, DATE: 7198 JOB NO: (f--,3Zg PAGE 12 OF NorthStar ENGINEERING Civil Engineers* Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 1,j - -t -.- (j >- -. I =-- - -- - - i r H15- 9 �-;T7-4T-73- s- .��.- T= -(to PLO. 3.-� is '1-o I 14 l_ L_ F 0i!t rf-I (G,4P 1--7 k I -A o K `912).a�]+ _ vw r s i - BY: -i MF - DATE: %` c76 JOB NO: 728 PAGE I -� OF NorthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 L-IS� HTTl22CA -13 g C (3 o).- -o I + 13 l o) r -o I �_ --}� _-o . C �2� , Oil_}_ oTM — -2Z3 (II) `� _ 22- z4j -r;, u 1477.22_ �,j 1-3 7= I�of siNk otJ �C I BY: M i110rthStar 20 DECLARATION DRIVE DATE: —7' °18 CHICO, CALIFORNIA 95973 JOB NO: G 320 ENGINEERING 530-893-1600 PAGE L� OF Civil Engineers* Planners• Surveyors FAX 530-893-2113 i A�G-- (is C�l ---- -- I -� - T - { ---- -- ,i�__8'- L4 S ,_ . f. . t ;_ � �� K ' - .x:33-.��►_ - -� ----' . _ �r�= _�33_(3� = 14.4 �� ZrJD t �! 14.PeA 0 �J d -x_ (cam BY: J M p— DATE: 7116 JOB NO: &32g PAGE I� OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX 530-893-2113 t6— C -- I 8_).:_aiS_-� i ��► -o 117 S E i 14 CA H S� a. 6TM= . 257 3.S g KI SHEAR WALL SCHEDULE 1 1 1 1 SHEAR WALL Qj 0- A A 0 A Q ALLOWABLE M7A�m LOAD/FOOT 260 380 . 490 550 640 760 980 . 1080 PLYWOOD 1,2 3/8" 3/8" 3/811 3/8". 3/811 3/8"COX 3/8"COX 11 STRUCT I CDX CDX CDX STRUCT I CDX BOTH 3 BOTH 3 BOTH 3 SIDES SIDES SIDES NAILING 8d (@ 6" 8d (a 4" 8d 3" 8d 0 3" 8d A 2" 4 8d (@ 4" 8d 0' 3" 8d .(.. 3" FIELD NAILING 8d 0 12" 8d 0 12" 8d 12" 8d (@ 12" 8d 0 12" 8d (@ 12" 8d (a 12" 8d (@ 12" SILL NAILING 50 16d 0 4" IC6d (@ 3" 16d 0 3" 16d 0 3" 16d (@ 2" Trod 0 1.5" 16d (a 1.5" N.A. CLIP, BLOCK 'l � L550 L550.. L590 .. L590. ..LS90 L590 L590 A35 TO PLATE r@ 22 14" 12" 0 12" o 8" 4" ANCHOR BOLT. 5/8" (P 5/8" (p 5/8" (p 5/8" m 5/8" 0 5/8".0 3/4" 0 3/4" 0 A.B. (SPACING) 52" 36"2611 24" 20_" 16" 16" 16" ANCHOR BOLT 1/2" (P 1/2" ( 1/2" (p . A.B. (SPACING) 36" 24" 18" N.A. N.A. N.A. N.A. N.A. NOTES:.. I. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS 6. PREDRILL SILL NAILS LESS THAN 3" O.C. 1. SIMPSON MANUFACTURED CLIPS OR APPROVED EQUAL -P 24-0 EtJTiRI✓ &ALAWc_E -F I-JALL LINA 1 1 1 1 1 C-) N x c O m �'C­3rn n CD r to T J X O Z O z Q D O (o C) chcom z m 1 m z7 F o 5 r.... � Z z M7A�m c Z G)A C-) N x c O m �'C­3rn n CD r to T J X O Z O z Q D O (o C) chcom BY: J M iZ DATE: 7' 18 JOB NO: 6o37-8 PAGE I OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 CA GuLATIO�J FOP- _'5ILI NAIL.II,I AN GHA AgolTS 5LL �G D� N P Y P�� H�ARI,J N D1-�1�� IGS Imago l�PoR-T 'No. z -72 - PF,: P- PSP- '14- L 2 11.2 TA&LE,: 2 IZC� -t- 1270_. _(1.33) R70LT 2 X.2 . IOZO + I990 C I: 2 1 o + 2g� . 33 - 00 # OLI i4 c� � 2 + Z (I ) 17 � g T s F,AP (ALI- LOA FOOT._ .. SILL NAIL 272. ANGHoP- ANGHoR...�T 122 ...#I MAIL-. s F,AP (ALI- LOA FOOT._ .. SILL NAIL NAIL GAPAG.�-TY ANGHoP- ANGHoR...�T 0 3(I7-,,Z)=3ww `Io 0*52ii .23(I:Z�o)=.,Z�14 Z. :?>':3 67 .2.3(.84.1)-...280. 8o_. I(o.�.3u 4(122)=�4�0 _518 �M3��► _.�3<I.:? _:420 .42o-.420_.-- 0 = �I8 2��i .93(1.21 =.X40 _4lizZ) �4 A4- A- 0 . X40 A. 7�0 0 I' P IZI, 8 �122� = �& �4.. iso'' : 7 (1.70) =_ 1.28.. ® I o So . �-J . A... N. A. _ 3 I4 c;o_ I a.''. . 7 (1.70) a BY: _jM 1P_ DATE: 7/90 ICJ JOB NO: 6�,320 pp�� PAGE I E/ OF I NorthStar ENGINEERING Civil Engineers• Planners• Surveyors BRACED WALL SCHEDULE 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 TYPE DESCRIPTION AA 1/2" GYPSUM WALLBOARD on studs spaced '@' 24".o.c. maximum. Drywall screws @ 7" o.c. to all studs, top and bottom plates. and 2x blocking. All vertical: edges shall break on :a stud. Blocking is required for all horizontal edges. Capacity= 100 */Ft. A "THERMO-PLY" Structural grade sheathing with 16 : gage galvanized staples, In crown x 1 1/4" leg. Crown shall be in line with framing member @ 3" o.c. edge, 6" o.c. field with blocking required @ all edges. Capacity 200 #/Ft. AC 3/811 CDX. PLYWOOD on studs spaced @ 24" o.c. maximum with 8d @ 6" o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges.. Capacity = 260 #/ Ft. OD ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD on studs spaced @ 24" o.c. maximum with 8d @ 6" o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. install 1/2" diameter anchor bolts with 7" min. embedment @ panel quarter points (2 bolts: per :panel). Install holdowns as shown on plans. nE 7/8" STUCCO on studs spaced@ 24" o.c. maximum. Nail or staple to all studs, top and bottom plates with No. 11 gage, 11/z" long, 7/16" head or No: 16 gage staple, 7/8" legs @ 6" o.c. max. to all studs,. and top and bottom plates.. Unblocked. Capacity = 180 #/Ft. NOTES: - - 1. A 0 A and 0 Nail sill plate to wood floor=(where. occurs) with 4- 16d per 16". .Anchor sill plate to foundation withal/2" diameter anchor .bolts embedded 7" min. @ 4'=0" o.c. max. spacing. Use a minimum of two bolts per piece with 1 bolt located within 12" of each end. 2. INTERIOR WALLS: AA AB A and Z : Anchor' bolts may be replaced With Hilti X -DNI 72. Use 2 pins @ 6", and 2 pins @ 10" from each end with 2 pins :@ 18" o:c. in between. Interior footings shall be a minimum of 12" Wide and 10" thick (including slab thickness) unless otherwise noted on the plans . LAND DEVELOPMENT OROVILLE / CHICO 9,j , 0��/ BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No.OWNE / !! C NAME RS / Com' l/aV7 NUMBER PRINT LA NAME FIRS ADDRESS / LOCATION: COUNTY ZONING T DESIGNATION: / M 5 FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED YES NO YES NO MAP INFORMATION:. �LOi9//� EL/V 6/,A// T Z DATE OF RECORDING: 'l � I LOT l BOOK 12-7- PAGE COMPLIANCE WITH OLD SU DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $. to Battalion Number 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. of the Butte County Fire Department. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. �Jz Coi f t -n t) N S _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. a 22. 23. 24. 25. 26. 1\10 �8 3O�Gno W 6661 0 1 633 a3n1333H LD 6/98 FORMS\BLDG PERMIT CLEARANCE °'4'�"r':^..^'*'4��('`?.,if'���►y+„�'"'�"-r`��ry;"�����r�«W,+y,,,:�;y��5wf-r�p�i�+�yy,�;}h.3►a1%"'�"•�',.�.-�-c'*i.`'C:ocrt`:c.�^;=r`�c:i�+air^�:t+.�i�.�w^^artrF..-.r.�"`,,...-�.:. 63-35=14 92-2084E FLODIN, Terry e1 Rd, Forest Ranch at w end of Nop contra Illumination Electric well elec 5 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllie, California 95965 . Telephone; 918.'538.7541 =�. APPLICATION AND,PERMIT PERMIT NO. 92-2084 3-35914 N BUILDING PERMIT OWNER Terry- Flodin TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING AODR Ess 5732 IAeaxter Cr, Rohnert Park CA 9492 CONTRACTOR'S NAME Illimination Elec TELEPHONE 873-0122 CONTRACTOR'S MAILING ADDRESS 14590 Centerville Rd, Magalia 95954 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS wst end of NOW ud Forest Ranch Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. 13 SUBDIVISION NAME Flodin Eatabei unit 2 0bAPCffL MAP WaterP�P 9 I In 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other well electric SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mob le Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: water well service Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LSS 200AORLESS 18.50 18.50 Main service 200ATO1000AI CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): 1 am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .�o. ? 60 b Classification f�1 ElI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason _37.50 NEW OR ADONS. CONST. ( ACC. BLDGS. .6 DWELLING OCCUP3.64 sq.ft. NEW CONSTR ULT' -OUTLET @ 5.00 NON-RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET C'R. ) 20 76 Ex. Occup(OUTLETS OR FIXTURES FIXED APPLN S* EX. Occup. OUTLETS ((RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 15.00 pre Inspection 15.00 Permit Fee $ 63.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ,,,-I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ LContractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgments, costs, and expenses which may in any way accrue ag ai ounty ine'dnsequence of the granting of this permit. j .f) % a - - Date ' '"� / r 1 Si nature of Applicant - Owner ❑ g pp ❑ Contractor deep An OSHA permit is required for excavations over 5'l)" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ DCC CONST TYPE TOTAL FEE $ HAz DFEES IMP -- FLOOD CDF -- PARCEJ/ :� PD HD IV This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. � J,[�ECTO OF PUBLIC WORKS By. -.. ,-� _ Date • , ?-9 z PERMIT EXPIRES o. Date , - < -� .• Receipt No. !� WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Callfornla 95985 - Telephone: 918.`538.7541 APPLIgJATION AND PERMIT PERMIT NO. 92-2084 1 A/1 A 93E53 R R L NU D 63-35-14 ZONING f BUILDING PERMITffT OWNER Terry Flodin TELEPHONE SQ. FT. OCC. BUILDING VALUATIO' OWNER'S MAILING ADDRESS 5732 Dexter Cr, Rohnert Park CA 94928 CONTRACTOR'SNAME Illiraination Elec TELEPHONE 873-0122 CONTRACTOR'S MAILING ADDRESS 14590 Centerville Rd, Magalia 95954 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS r Permit fee PLUMBING PERMIT FilingFee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. 13 SUBDIVISION NAME Flodin Estates unit 2 1b ARG EL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other well electric SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New Lj Addition ❑ Remodel ❑ Utilities ❑ Installation [J' Other ❑ Describe work: wnteY Gael l servi rp _ Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 CONTRACTORS LICENSE LAW I declar under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. �I,/�� y� ` J License No. 1�1�6'{/i / Classification C/ ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20CATO1000A) 37.50 NEW CONST. ( DWELLING OCCUP.&) OR ADONS. ACC. BLDGS. // 3.63 sq.f[. NEW CONSTFL MULTI -OUTLET N O N•R ESI D, BRANCH CIRC ITS @ 5.00 POWER APPARATUS e OUTLET CIR. ) Ex. OCCU OUTLETS OR FIXTURES p(l 20 76c1 FIXED APP LNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 15.00 pre inspection 15.00 Permit Fee $ 63.50 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ,,/I'have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilingFee 15.00 Heating Coolin g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgments, costs, and expenses which may in any way accrue ag ai ounty irra nsequence of the granting of this permit. G/' �j Date signature of Applicant — Owner❑ Contractor �Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE HAz 1 DFEES IMP FLOOD I CDFPARC PD I HD SS This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees �&ECTO OF PUBLIC By PE PIRES Date applicable provi- resolutions to do have been paid. WORKS Date- Receipt No. llS L 7 p WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r♦-' . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROV&EE, CALIFORNIA 95965 - TELEPHONE (916) 538-75V PERMIT APPLICATION DATA SHEET OWNER Terry Flodin Proposed Building Use Well electric Building Inspector A. P. No. 63-35-14 C.S.N. Date jun�'' �' 2 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 items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ ......................................... 11. Impact fees as shown on attached schedule. ............................. . + 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............. 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 1 19. Driveway permit (construdion a roval requi rd�r� JQ j%cupancy). .. .. . DD Pre -Inspection request 20.,, Pre -inspection for t �- required. . . to Building Inspector -`1 tee 1. Contractor's license information. (No., Name Style, Classification). ........ . ' 22. Certificate of Workmans Compensation Insurance . ........................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation off legal access . .......................................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. VMail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Devt. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: uance: C'rcl new item not checked al2ov ). 1 bL fi d, ,O !1-2" t. G Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works en -L /11 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 Coun�Cent r Drive - Orovllle, California 95965 • Telephone: 916,'538-7541 No s'e i ION AND PERMIT PERMIT N0. ASSESSOR PARCEL NUMB R 6 - r_ ZONING BUILDING PERMIT OWNER Teri�y Flodtn THONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS S732 Dexter Cr. Rohne CON AC R'S NAME Illumination El-:ctric CONTRACTOR'S MAILING ADDRESS r Fireplace CONST UC LgWi� UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADD gE;Q� End of Nope l Rd. V� Permit tee $ PLUMBING PERMIT Filing Fee 15.00 F� Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Flodin Estates Unit 2 Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome❑ Other Well e l (It ri c SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I WTrl TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ OtherX Describe work: Wnter Well service _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 1 18.50 1 Main service 20rATO1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License :Jo. Classification ❑ 1, as the owner, or my employees with wages as 1helr sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.&) OR ADDNS. 1 ACC. BLOCS. 3.64sq.tt. NEW CONSTRMULTI-OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 / POWER APPARATUS e\ SINGLE OUTLET CIR. / Ex, OCcup(OUTLETS OR FIXTURES 20 A 760 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID•) EA. I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring X 15.00 re—inspection Permit Fee $ 5 0 Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant - Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct - ion of structures over 4, s ories in height. Mobile Home Installation Fee S Ener Ins ection Fee $ 9Y P occ CONST TYPE TOTAL FEE $ HAz 1 11 111S I IMP I FL000 I CDP PARCEL Po HD This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date __ Receipt No. � PQE-INSPECTION OWNER: V .4- �;-� DATE �0 ` n -90 LOCATION: A.P. #CONTRACTOR: Gy\ ofQ , �f' ZONING ---------------- PRE-INSPECTION FOR:_ v DATE TO INSPECTOR -9 a - PERMIT HISTORY: NONE Cj AS FOLLOWS: t TYPE OF OCCUPANCY FIELD - INFORMATION BUILDING USAGE: TENNANT: [� OCCUPIED HAS ELECTRIC HAS GAS Q HAS SANITATION FACILITIES Q HEATED -COOLED PERSON CONTACTED OTHER COMMENTS : Q;g.eJ 2L _Awt - ACTION RECOMMENDED: ISSUE Q HOLD FOR x OTHER: BY r• - J 38• a3-12- E N• 5/• 56' 48" E 6 36 .30.00 LOT 2 __�� R . 200.00 V _'3 Ac, (Grass ) f /• 68 Ac, (Net) A; 103. 47 44� / qtr R . 100.00 of �p R 2 P • CO.00 / / ' e • 46 3/36 ^ _ =e. .46'4j- IL se. 49 fl //O• L .81.21 UNIT No. 1 .�•� __fio� i � i v �• II i .^ '♦ =�;�� LOT CO ' 5.19 Ac. (Gross) N • 4.49 Ac. (Net) � 5.14 Ac. (Gross) 1.0try. JI I 2 I Q ,h'�1' 40 0a I I rOT4L : R = /00.00 344.0 T 6 R - 200.00 e 26. 49' j5 - = 71. 47' 54- '- (Gross) L 93.66 4 c. (Not) 1 200.00 S�tback �� 1 e . 47. 53' 29" 100' Septic Free 1 L • 167.17 5 77.20 '� ' Exb,/,.,9c% i Setback Line we// 7'3O -'E.- -_69,3.69____r.(, v LOT /3 5.30 Ac. (Gross) Pr) 0i 011 4.85 Ac. fillet) N M. N R=100.00 A- 4 X10' 16" co) ^ 11= l �. _ '- 82.33We# �'� Existing / / R = /00.00 = 66. 07,12- ^. / � (Gross � �I-/� c. (N� t) 1 ' L .115.40 /�' 6>. 30 J �• ' �(0 S O 6 / ' �q, S6• /�, 7?� 6 7 N gs. 09' /9" {y N as (t) Building permits may require payme.vl o/ Chico Ufees Unified School District Butte County Ordinance 2463 and Resolution 85-40. , as per (2) Areas with slopes in excess. 0f are unsuitable for sewage disposal. (3) Homesite construction practices shall be in accordance with the provisions o/ Chapter 70, "Excavation and Grading," of the latest odition of the +(4) All onsite driveways shall hove o Uniform Building Code. maximum grade o/ l5 percent, or sho/I be paved. Verification of /he grade shall tie submitted with building permit opplicolions and s.ball be signed by a registered engineer or licensed land surveyor. (5) Construction of all onsite roads shall be conducted in accordance with the erosion con me2sures listed below: trot A) Earth -moving conslruclion aclivilies sha// be reslricte : to the dr througy season, i.e. April h Oc/ober, 6) All disturbed areas which ore to remain exposed during the wet season shall be reve etate and mulched. This should be undertaken following the end of construction November /, and prior to d SCALE l" = 200' C) Standard dust control practices, os specified by county 0// grading operations. staff, shall be utilized during D) Energy dissipolors shall be installed in all onsite drainage ditches. .E) All sediments generated by onsite construction activities shall be contained by the use of sill fences, settling basins, a perimeter ditch or other suitable measures. F) Cul and fill slopes shall be limited to o maximum gradient of 1.5:1 horirono/ to vertical. opment Area': (6) The area west Of the 30 percent slope line is designated "No Devel (7) If subsurface cultural materials are encountered, oll construction activities in that hotted unlit qualified archaeolarea shall be archaeologist can examine These materials and makdet of /heir signi/iconce. e a erminalio.n . (B) Weir's shall be located ',7o closer than 50 feet from interior and 100 feet /rani exterior fol (9)boundaries. Exceptions may be granted provided l00 ft. -setback is maintained from existing wells. Maintenance of road side drainage ch��nels acid related improvements shall be undertaken as. a function of the road maintenance program. 00) Spark -arresting screens sholl be installed on all chimneys, flues, and stovepipes. (11) Roofing and siding ,;hall be of lire-retordent materials. (12). Dead vegetation shall be cle„red w.:thin a 30 fool rodius 'of all structures. (13) The street Address of all rt,;lde7ce; Shoff be displayed near the driveway entrance so as to be clearly vlsiile, (14) The roads in this subdivision were not designed or constructed to comply with standards for roads to be accepted by the County for maintenance. ' (15) This additional map sheet shows additional informolion, is for informational purposes on/ de conditions os Of the date of filing and is not intended -to affect record title interest, y, scribing (16) Development of these parcels may require a contribution to o deer habitat Improvement fund. n7) Development of these parcels may require a payment of a wafer lender fee. ADDI T/ONAL MAP SHEET FL On IN .1VMf) 1e/1c,nA, UNIT No. t' j rp�PP Pip 1v ti LOT 14 r 3 meati �. 5.30 Ac. (Gross) CO L O T /5 5.20 A c. (Net) 0. 5.14 Ac. (Gross) • 4.70 Ac. (Ne l) 2 rOT4L : R = /00.00 = 71. 47' 54- '- � • 125.3/ 7?� 6 7 N gs. 09' /9" {y N as (t) Building permits may require payme.vl o/ Chico Ufees Unified School District Butte County Ordinance 2463 and Resolution 85-40. , as per (2) Areas with slopes in excess. 0f are unsuitable for sewage disposal. (3) Homesite construction practices shall be in accordance with the provisions o/ Chapter 70, "Excavation and Grading," of the latest odition of the +(4) All onsite driveways shall hove o Uniform Building Code. maximum grade o/ l5 percent, or sho/I be paved. Verification of /he grade shall tie submitted with building permit opplicolions and s.ball be signed by a registered engineer or licensed land surveyor. (5) Construction of all onsite roads shall be conducted in accordance with the erosion con me2sures listed below: trot A) Earth -moving conslruclion aclivilies sha// be reslricte : to the dr througy season, i.e. April h Oc/ober, 6) All disturbed areas which ore to remain exposed during the wet season shall be reve etate and mulched. This should be undertaken following the end of construction November /, and prior to d SCALE l" = 200' C) Standard dust control practices, os specified by county 0// grading operations. staff, shall be utilized during D) Energy dissipolors shall be installed in all onsite drainage ditches. .E) All sediments generated by onsite construction activities shall be contained by the use of sill fences, settling basins, a perimeter ditch or other suitable measures. F) Cul and fill slopes shall be limited to o maximum gradient of 1.5:1 horirono/ to vertical. opment Area': (6) The area west Of the 30 percent slope line is designated "No Devel (7) If subsurface cultural materials are encountered, oll construction activities in that hotted unlit qualified archaeolarea shall be archaeologist can examine These materials and makdet of /heir signi/iconce. e a erminalio.n . (B) Weir's shall be located ',7o closer than 50 feet from interior and 100 feet /rani exterior fol (9)boundaries. Exceptions may be granted provided l00 ft. -setback is maintained from existing wells. Maintenance of road side drainage ch��nels acid related improvements shall be undertaken as. a function of the road maintenance program. 00) Spark -arresting screens sholl be installed on all chimneys, flues, and stovepipes. (11) Roofing and siding ,;hall be of lire-retordent materials. (12). Dead vegetation shall be cle„red w.:thin a 30 fool rodius 'of all structures. (13) The street Address of all rt,;lde7ce; Shoff be displayed near the driveway entrance so as to be clearly vlsiile, (14) The roads in this subdivision were not designed or constructed to comply with standards for roads to be accepted by the County for maintenance. ' (15) This additional map sheet shows additional informolion, is for informational purposes on/ de conditions os Of the date of filing and is not intended -to affect record title interest, y, scribing (16) Development of these parcels may require a contribution to o deer habitat Improvement fund. n7) Development of these parcels may require a payment of a wafer lender fee. ADDI T/ONAL MAP SHEET FL On IN .1VMf) 1e/1c,nA,