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066-510-008
066-510-008 PERMIT#98-0039 C.•^"= KEPLEY,- Donald ti 13586 Bader Mine Rd., Paradise New Single Family 066-51-0-008 99-0497 B KEPLEY, Donald paradise k 13486 Bader Mine Road,5 (lst renewal/98-0039) t foal 066-51-0-008 99-0513 B KEPLEY, Donald 13586 Bader Mine Rd, Paradise (add cov de k)SF 1 066-510-008 99-1451 KEPLEY, Donald 113586 Bader Mine Road, Paradise Contr: KC Contracting Heating Oil Tank / V//D /� r C � f' - 4 Ilk el l �F7 a��or3-lA�/l--FIVE I�EG�9-�/l1G iyEEj/�t1G/�I, Di1'PG�2 �EI�t!-�3oa�s Co/�C2�1�1G /G�PI.C�j przoP�ie /� S� ,fig of - , 33 3307- 94-+i3A177E9 /3r lc-pt�*x SFD CON, 17—P- was 4L'IUrG 1'R�ac�N. is NOT P.6Qe- WA'S`: 56q 330 7 6-P425 *,ec 4rL4 57 J/" D IPPft- @ &aArMe A�t/cSEp J/A/ 7}f'7 Cows Ut 12�u,�cJ� %No7'oS' April 4, 2001 r- ,rC - I RE�'�ECE Michael C. Vieira IVC AF: 1 . Manager, Building Division APR 0.9 2891 Butte County Burr 7 County Center Drive BUILDI r orrrf� Oroville, CA 95965 Dear Mike: Thank you for meeting with us today, your help is appreciated. Please stress the following points when you speak to the County Counsel: we feel our safety is at risk and that section 101.2 and section 3301.1 of the UBC addresses this issue. Mr. Kepley's failure to follow the sections of the code, which apply to fills, drainage, compaction and grading are putting our safety, life and property at risk. It would be a tragedy should someone be injured or worse,if the landslide were to come down upon them. The report from Kleinfelder Inc. clearly states that the continued degradation of the slide and the adjacent slopes should be expected; this has proven - to be true. We feel it is the'Building Departments responsibility to enforce these code violations as it would any other. Again, thank you for your time and assistance. Sincerely, Jim Dippel Patrice Dippe�,11- Dick Nelson��_k --- Tricia Nelson Brad Jenks {Karen Jenks' DIPPEL PM ,n e n e r a I C o n t r a c t ip r P.O. Box 519 Paradise, California 9.5967 SIS APR 0 Af I ldl;"' Z// 5/4�-P7 Dr?'?7'2001 ,wow/ Sexg.-i'es elazowl 4e'vle'o- V'- 04 L fill 1AV DEE FAIRBANKS ENTERPRISES 2590 South Fifth Avenue Oroville CA 95965 (530) 533-3114 Fax 533-2126 Lie # 218271 Jim Dipple February 24, 1999 M C Box RE: KC Contractacting Bader Mine agalia CA 95954 Magalia CA 95954 Dear Mr. Jim Dipple On the phone last week you asked me if more than 1,000 yards of soil (dirt) was excavated by Donald Kepley on the above referenced job site. While we are not in possession of any'blans showing contour levels and/or finish grade elevations made, our personnel believe that over 1,000 yards of dirt was excavated Sincerely, 4' Dee G. Fairbanks r K1.ElN1=ELDY2 iv rn:nlrrre'cunro r: .., March 4, 1999 File: 26-2574-01 Mr. Jim and Patrice Dippel Mr. Dick and Tricia Nelson Mr. Brad and Karen Jenks C/o James Dippel, General Contractor PO Box 21 Magalia, California 95954 Subject: Site Observations Private Road off Bader Mine Road Magalia, California Dear Mr. Dippel: This letter presents a summary of our observations regarding the landslide currently depositing debris on the private road of Bader Mine Road in Magalia, California. Our scope of services performed to date include a brief site reconnaissance and preliminary consultation regarding approaches to reduce the impact of the landslide on the roadway. Background It is our understanding that about one month ago, a landslide located upslope of the private road off Bader Mine Road began depositing debris on the road. We further understand that this road provides access to four private residences. In response to this situation, the homeowner whose property the upper part of the landslide is located on (Kepley), began removing the landslide debris from the roadway. The landslide debris was placed elsewhere on his property. Site Observations A geotechnical engineer from this office visited the site with you on Thursday, February 25, 1999, to observe the condition of the slide, and provide preliminary consultation regarding the impact of the slide on the private road. We observed the site conditions from the roadway since permission to access the site where the upper portion of the slide was located was not provided by that property owner. At the location of the slide, the private road rises steeply and crosses moderately steep terrain. The slide is located immediately south of a new residence under construction. The residential 2619LO83/26-2574-01 1 March 4. 1998 Copyright 1999, Kleinfelder, Inc. KLEINFELDER 'I 522 Charles 0ri�'e. R(�cicling, CA 96003-1-123 -5301 244-- '()'t building pad (currently under construction) appears to be located on what appears to be a cut -fill pad. We understand that this building site was prepared during the spring/summer of 1998. At the time of our visit, the slide+appeared to be about 40- to 50 -feet wide, and extended upslope from the road about 70 feet. The existing private road had been excavated into the hillside, with near -vertical cuts estimated to range from 6 to 8 feet high in the vicinity of the slide. The natural site topography appeared to be moderately steep and was visually estimated to be sloped at a gradient of about 3:1 (3 horizontal to 1 vertical). The slide appeared to "toe out" at the roadway surface: the slide was depositing debris from movement of the main slide mass, as well as nearly fluid debris emerging from the lateral scarps of the slide. Two slide blocks where observed within the slide mass. The scarps of the blocks were estimated to be on the order of 4 to 6 feet. The upper slide scarp (head scarp) appeared to encroach within several feet of a residence under construction. Preliminary Conclusions Based on our brief and limited site reconnaissance, it is our preliminary opinion that the landslide may have been caused by recent site development activities associated with the building site to the north of the landslide. Our reasons for this conclusion are based on the recent changes in site topography (construction of fill slopes on top of or adjacent to moderately sloping terrain, thus. surcharging the slope) and changes in drainage patterns (redirecting rainfall and surface runoff). Assessment of the actual causative factors associated with the slide will require further evaluation consisting of geologic mapping of the site and slide features, subsurface exploration and sampling, laboratory testing, and engineering analyses. Based on conditions observed at the time of our visit, continued degradation of the slide and adjacent slopes should be expected. Removing landslide debris from the roadway (toe of slide) will continue to cause further movement of the upper portion of the slide. As further movement of the slide occurs, the head scarp at the top of the active slide should be expected to increase in height. Depending on geologic and soil conditions controlling the slide, more degradation and slope failure upslope of the existing headscarp may occur. This could result in loss of support for portions of the structure, damaging the structure. Recommendations Emergency measures typically undertaken to reduce the potential for damage due to slide movement can be characterized as either reducing the driving forces on the slide, or increasing resisting forces against further movement. The option of moving away from the hazard is not considered feasible as an emergency measure in this situation. Usually a combination of measures is undertaken depending on the site, the nature of the slide, and the threat that the slide imposes. A brief summary of some of these options are presented below. Reducing the driving forces on the slide include measures such.as: 2619L083/26-2574-01 Copyright 1999, Kleinfelder, Inc. r ! F E I. D C R 1522 Charles Drive. herirlin". CA 9(001 - 11',' March 4, 1998 Removal of slide material from the head of the slide: Removal of subsurface seepage; and, Reducing rainfall and runoff water infiltration into the slide mass. Increasing the resisting forces on the slide include such measures as: Removal of subsurface seepage Buttressing and counterweight filling at the 'toe of the slide; and, Piles and/or retaining structures. Based on the limited time and information available to us, we recommend the following emergency measures be implemented to reduce the potential damage to the existing structure and further blockage of the roadway. 1.. Further geotechnical evaluation of the slide should be performed (as discussed above) to assess the magnitude of threat to the existing structure, and develop design recommendations for reducing the potential for future damage to either the structure or the roadway. 2. Surface drainage upslope of the slide should collect and divert water away from the slide. Water entering the slide causes further movement of the slide. Surface water should be collected and conveyed downslope outside and beyond the limits of the slide. Removing surface water from entering the slide increases the stability of the slide mass. 3. The surface of the slide should be covered to reduce rainfall infiltration into the slide mass. Saturation due to rainfall reduces the stability of the slide mass. Limitations Preliminary conclusions and recommendations presented in this report are based on our limited field observations, and our present knowledge of the site conditions. We have prepared this letter in substantial accordance with the generally accepted geotechnical engineering practice as it exists in the site area at the time of our study. No warranty is expressed or implied. The preliminary recommendations provided in this letter are based on the assumption that further geotechnical consultation and assessment of the slide will be conducted by Kleinfelder as discussed in this letter. 2619LO83/26-2574-01 Copyright 1999, Kleinfelder, Inc. :.I \ f El. DER 1522 Chirps Drive. Redding, CA 96003-1423 March 4. 1998 Closure . We appreciate the opportunity of providing assistance to you on this project. If you have questions regarding this information, please contact me at your convenience. Very truly yours, KLEINFELDER, Inc. Traver E. Metcalf, Jr. G.E. Area Manager TEM:mcr 2619LO83/26-2574-01 4 March 4, 1998 Copyright 1999, Kleinfelder, Inc. KI E I N F F I_ D E R 1522 Charles Drive, Redding, CA 06003-142') 3o, 244-7203 �(itK 1� ►o o � Q c ` d 6 G^ S? 0 b O 6' �Qc��P�' �� �i2%�� IV 3 cpj r I -c) -3 1 RESIDENLTIAl.; / �/jfec� o�J.•��. rb 066-510-008 PERMIT#9"G39 - PERMIT N KEPLEY Donald � � 13586 Bader Mine Rd., Paradise PERMIT El , New Single Family �` �.� OWNER �j CONTR. i� y8�..f ay Nom 3^ / �J `ASSESSOR PARCEL ;ZOCATION 60,j So Ir Li IP4 V,) 2 �s.rre-2z— /.�,L 117 Al f r- ffb1f N. mjsxseu 50, °/ I v,j'e'r aw4l o�- P1QP.,try Ll��� IVA t jTemp. Power Pole � e 3. Called PG&E Temp. Elec. Called P ;Temp. Gas S 4� ' Called P JOB FINALED (Date) Signature �f V=OK O = Not OK Not • = NotReady Applicable MOBILE HOMES ,3, 1 MISCELLANEOUS -01 1. Zoning RequirementsSetbacks-Easements 2. Footings; SoilsSine-DepthSpacng-ConnectDmSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-ft.-Bracing 5. Alum. Awn.; Columns-ConnecdonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerShkco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall, Panels Date Card B-1 Date Card B-1 Date Card 0-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/3 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/S Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -CAD -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Locadon-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / AJL / /Nat. or/ /` tL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test DemarKWaMe-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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,3, 1 MISCELLANEOUS -01 1. Zoning RequirementsSetbacks-Easements 2. Footings; SoilsSine-DepthSpacng-ConnectDmSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-ft.-Bracing 5. Alum. Awn.; Columns-ConnecdonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerShkco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall, Panels Date Card B-1 Date Card B-1 Date Card 0-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/3 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/S Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK ' O = Nat OK Not Applicable Not Ready Date UNDERFLOOR (Plans) OK except RESIDENTIAL (tingle & Duplex) rg., Main; Soils-Elec. Gmd. / P Ftg. Depth Ftg. Garage; Soils-Steel-Elec. Gmd/ t Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ P Ftg. Depth 5. Stemwalls, Main;,Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Ste"lockouts-Wrapped 6a. Hgjd Downs and Special Anchors . 'Z..^' � b leeWVrapped 8. P' ueplace Ftg.-Steel Fa11-Fitting-Tew-2 Way QOSewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test `ii: -Water Pipe; Test-Anchors-RegulatorService Test 12. Electric Underground ,13.-12tienums & Ducts; Clearance -Material -Support -Ins. �efsZSills-Anchor BoltsJoists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date 6jftnJ1,Card B-1 f1 Date Card B-1 Date LUMBING (Permit) OK except *'s Water Htr; Vent- Access-Comr (fie star Pipe; Test & Anchor it ti .V.; Test Fittings & Anch r-Nai 6 20. Shower Pan; Test, First Floor -Tu ss 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except *s Transformer Clearance -Ins. Protection ,24 e-cReceptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled Installed Close to Edge of Studs & C.J. Equ' round made up w/Mech Fastners-Bond Gas & Water ia'nce Circuts in Kitchen & Conductor Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or Al -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No ervice-Riser Conductors & Ground -Main Disconect uip. Clearances Panels -Motors -Meth. Epuip. o es Closet Light -Shower Light -Spa Light t!Xmoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #Ys 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ING (Plans) OK except #'s ,geltits P r Materials & Anchors 1 a Is s -Nailing Spacing & Braces -Plates -Sound e 'ng Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Furred Ceilings -Stairs -Chasers -Tubs ,�re5tops, 0 eaders & Beams -Size & Bearing NG JklQling. Joist-Rftr. Ties-Purlin-ruff Brac: TrussShting.-Ring. F ce Ties or Type A Flue -Fireplace Throat clearance ss; Size & Romex Protection -Draft Stop4ns. Baffles 3V1Bqp,Windows or Exiting Doors -Sill Hgt & Dimensions ar_ge Fire Protection Framing ro Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 E" wt _ &rrywood on R ng -Attic Vents Rafter Outriggers k56. Sidin " g Veneer �bS ktT-Mesh-0rip S Vents Underflr. Access lean _ ss Protec ' kylights-Plastic 69--�ear W ; Naihn� g -Bolts 'WATKrdedor / Exteri r- anels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stoke, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int & Ext 72. Kit Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SEIIVICES' 411 Main Street, Chico, CA - (916) 891-2751 7 County Center DriVe, Oroville, CA - (916) 538-7541 CORRECTION NOTICE /Cot W -01B161 OWNER PERMIT N6. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. /V1 IV Kt:V MUZ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center DIrive, Oroville,,CA - (916) 538-7541. CORRECTION NOTICE PERMIT NO. OWNER A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and sh ould be corrected. P!ease notify this office when correction of work is completed. If you have ny questions pertaining to this matter, or need additional explanation, please contact this offic: immediately. 11-4 ee—�? A_ t;>rj rL-,,Ac- rb� !�e- MR r -)/z4 rv-, f -1- C> Y'C� la V'6 P 0^4-r— e,,4 )01� A&ttz -)c cA a,,) 0/4 1 (1' Z- d At c s-�z- J Ca- T1 �, Z Date Inspector REV 10/92 COUNTY OF E�UTTE - DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Cent& Drive - Oroville, Califor'nia 95665 - Telephone (Rev. 12/96) APPLICATION AND PERMIT BUILDING ISION (916) 5 -7541 QK`PERMIT �9 ASSESSOR PARCEL NUMBER ZONING -.-.. UILDING PERMIT OWNER DONALD KEPT EY TELEPHONE SO. FT. OCC. BUILDING VALUATION 4 133 002. OWNERS MAILING ADDRESS 777 'RT11E ROAD, PARADISE 12 U 16,416. CONTRACTOR'S NAME nWNER TELEPHONE' 1028 C 13,364. CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'SMAILING ADDRESS ' Fireplace A 1,500. Total Valuation $ 164 282. ARCHITECT OR ENGINEER UCENSENO. Filing Fee $ 20.00 Permit Fee $ 867.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 563.55 BUILDINGIDRFl ,S�586 BADER MINE ROAD, PARADISE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,473.55 LOT O. SUBDIVISION'S NAME PARC AP -35 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 77,00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15-00 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoOA OR LESS 23.00 23,0 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, jall force and effect.( and my license is iryf License Class Lic. No. �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( d ACC. S. SO p 3.5@FT. NON -RES DT NEWCONS.MUCI CICUITS@7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ I'00 B,u o .w Ex. Occup. ouTILE AP ENS O.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 161.13 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 6-50 Ventilation 41 -567 5T PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall-?� not employ any person in any manner so as to become subject to workers' ' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall o comply v�i h those pr6wsions. I�1 X UQ� _ Date _ -_ gnature o Applicant - ❑ Ow er ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constru ion of structures over 3 stories in height.! 3 � o� Mobile Home Installation Fee Is Energy Inspection Fee Is 46.00 C CON T. PE TOTAL FEE $ 1,894.18 _ HA2. D. FEES IMP _ -_ FLOOD COF PARCEL PD _ HD SU 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 Dat r _ PERMIT EXPIRES ON J I 0-t-) Receipt No. 2'31 5nq/5RQ-gOPC://231852/1304.98 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BiJILp�SGes ON � 7 County Center Drive - Oroville, California 95965 - Telephone (916)JB� 54 _oPERMIT NO. ,e .12/96) APPLICATION AND PERMIT i 0o S!!7 i ASSESSOR PARCEL NUMBER PERMIT FEE 0 mag ZONING „ / Y)J --- BUILDINGPERMIT Main Service 600V OR LESS zo. oR LESS OWNE Main Service 200A TO 100DA TE oN SO, Fr. OCC. BUILDING VALUATION OWNERS MAILING ESS - 3,5¢SO. FT. NEW CONST. NON-RESID. MULTI.OUTLET RiiAN[:N 97.50 //r% /' CONTRACTOR NAME TELEPHONE CO RACTORS MAILING ADDRESS O ` CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $� ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 _ Permit Fee S ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDIN ADD0.ESS – (- _� Plan Checking Fee 3 Energy Plan Checking Fee $ $ a �® " pp PERMIT FEE $ LOT NO. S UBDNIS IONS NAME PAg q�L MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF)( Duplex ❑ Mobilehome ❑ OtherWater SPECIFY Each Trap tl 7.00 Solar or heat pump water heater 23.00 piping 15.00 IS, J -D Each gas water heater or vent 15.00 New Addition ❑ Remodel ❑ Describe Work: 1��� TYPE OF WORK Utilities ❑ Installation ❑ Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 / Mobile Home S G W @20.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from„tbe Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the I 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. i My workers' compensation insurance carrier and policy number -are: iCarrier 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. / L Receipt No. WHITE -D.D.S.-B.0.•B.. CANARY -A S SSOR PINK• PECTOR OLDENROD-APPLICANTS SSOR PINK• PECTOR OLDENROD-APPLICANT Ex. Occup. OUTLET OR FIXTURES PERMIT FEE $ �S �]�ITU ELECTRICAL PERMIT Fling Fee 20.00 Main Service 600V OR LESS zo. oR LESS 23.00 o2j, Main Service 200A TO 100DA 46.00 NEW CONST. OR ADONS. ( DWELLING= 6 ACC. BLDSUP. S. 3,5¢SO. FT. NEW CONST. NON-RESID. MULTI.OUTLET RiiAN[:N 97.50 //r% /' Ex. Occup. OUTLET OR FIXTURES — W ' 'w SAL O .50 EX. OCCU FIXEO APAINs. OR OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE i SLO.S 0 Mobile Home Installation Fee $ Energy Inspection ee 3 DI 1T%VTOTAL FEEA rig II IH�D. FEES I�Mq /7I1D/ ZI-IH ISSUEI This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for.which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHON$ (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSORPARC ER: O — Proposed Building e: Building Inspector: A Date: At time of permit application, I was advised the following data must be submitted prior to permit p ceasing and/or issuance: Date Received By 111. All items have been submitted.----------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 03. -----------------------------------------------------------❑3. Complete plans, 3/4 sets, signed by the preparer of plans. - 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 4KEngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ •energy Design Compliance and supporting documentation.---------------------------------------------------- i /9 ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation 'instructions ctions including Tie Dpov�u Specifications .------------------ '0A. Fees of $ ----- - -- 0-12§-t-3 ------1 �_-a�----------------------------------- 11411��pact fees as shown on the attached schedule. ---- ----- - ------------------- --- -------------------------- 011�1: California Department of Forestry plan approv fees. - -- ----f --------------------- ❑ 133.. Flood elevation certificate. ----------- =------------------------------- --------------------------------------------- 6 I . Sanitation and plot plan approval Health Department.------------------------------------------- L ------------------------------------------ I ❑-15. Ci of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. PI . t plan and business license approval from the City of Biggs. ---------------------------------------------- ❑arming approval for (A) Use: (B) Parking: -------------------------- ` Contact Land Development about d1inprovements, ❑ Drainage, Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------- ---------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- �OC441L,etter of signature authorization. ------------------------------- ecorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. --------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. ----------------- 7- C-129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) en you issue the ermit, process as follows 11 Mail to owner, ❑Mail to contractor. C7 Telephone �-7 �� and hold for pickup at Oil V I Af—ofice. 11Deli er witvnspector. Applicant: \ Date: 1A Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: / f Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the a�oye items nWAeredd( ,O 1;�0 Plan 2. Additional items r t / t Contractor, designer, owner was advised of the above by one, ❑ il, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D'Sion counter, by Date: Plans reviewed by: Date: Plans approved by: < Date: 3 - Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Ve- -V Flo., Plan Attached )�ex C)b Sent to S.D. 13 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 135BG Dan&ld KeDle-v 18—Ije-r- Mine- ILI 12ar -&A-�e-. (666 008 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -,3bdwelling. Other -)e--'-Hold final for: Ve-rdu locohb-m iF- --,en h -e - Final clearance O.K. for. NOTE: 43e4z-==� -/ C#S -9j5 Environmental �ie-alth Specialist Date 8/96 N -•-y ♦ r r .. �.. ur .r �... .. .1*111 -. .. �.. •.. w- -,•w•y r� �. ..,,� .,, .. ,i :... ... �- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER I 'A. P. # _ 1SI 0 _ D0( 1 PROPOSED BUILDING USE Q.i� �� DATE REC # DATE REC 1. BUILDING PERMIT FEES " -- Balance Due ................ s. -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) S d c/ 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $3lOD• Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ a Commercial (sq.ft.) .. V x _$ 9" - 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 $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) At time of permit application, I was advised the above fees are required to be paid prior to issuance of the. building permit. These fees may be changed during the plan checking process. APPLICANT DATE Y Original -Owner Copy -Building Div. (Rev. 12/96 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION. FORM (One form per Building) , School District ' Building Department No. l A.P. Number /„ �� 510 " Op f,/ Jurisdiction: City County Property Owner A r/% lle'l A Property Location/Address Subdivision Lot No. Residential DevelopmentQ Sq. Footage 4 _ 3 No Tiving Mobile Home Addition (Group R) Units Installation Commercial/Industrial Representative New Addition (Floor Plans reviewed by School District Personnel) District Identification No. • ;- /�/yj,/ School District certifies that (City), (State) Vas complied with the requirements of Resolution No. representing �Q square feet. School District Sq. Footage (Including Exterior Roofed Areas) Date (Applic nt) t. (Zip Code) s by payment of $ IFiB2926 $ [FULL MITIGATION $ 3y;. Date s� Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm �>:bL>I P`725G.3C-� RESIDENTIAL PLAN CHECKING GUIDE S114GLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: ~{l BUILDINGPERMn NUMBER 9 d O'� S oZ�l 5 l e7p -'' PLAN CHECKER: %C A P. NUMBER: G GEN ER Ai ._ � * . Zoning requirements: (side yards and number of permitted living units). Valuation. ' - t Plans signed by designer. - Proper description of work on application. y Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. , , Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S: road setback. Building or utilities across lot lines (record form). Complete to scale plan with dimensions. " ` . Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 dtt 2603.7). Glazing in Hazardous Locations (Section 2406). ' Required room sizes, ceiling heights (Section 310.6). ' 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. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building.- Floor uilding:Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 C Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or. veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type; (fire hazard). Foam insulation - protection. 36- halls and stairways. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design Flashing at all.exterior openings. C.D.F. responsible area requirements. r v► F � I04pI j.. 1 'f July 1996 3.3 TABLE OF CONTENTS TOC Project Title.......... KEPLEY RESIDENCE; Date........ 02/24/98 Proj-ect -Address........ .777 BILLE =RD ******* PARADISE *v4.50* 003 Documentation Author.... Robert.A.' Mangrum ******* Bu A-eck ng e. it Paradise Mechanical — 5655 Almond Street Pl/ D to 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-1KEPLEY Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM. MF -1R.... 4 FORM C -2R ................. 6 HVAC S'IZING:.............. 10 REQ . �. FEB L 4 199$ BUILD�IG DjVIS10N l k3�14 04 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... KEPLEY RESIDENCE, Date........ 02/24/98 Project Address........ 777 BILLE RD ******* PARADISE *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-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type... Glazing Percentage......... Average Glazing U -value.... 2395 sf Single Family Detached New Front Facing 62 deg (NE) 1 2 Slab On Grade 11.8 % of floor area 0.75 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Insul Assembly Type R -value R -value R -value U -value Location/Comments Wall Wood Door n/a Roof Wood SlabEdge n/a F1oorExt Wood Orientation Window Front (NE) Window Front (NE) Window Front (NE) Window Front (NE) Window Front (NE) Window Left (SE) Door Left (SE) Door Left (SE) Window Left (SE) Window Back (SW) Window Back (SW) Window Back (SW) R-13 R-0 R-11 R-0 R-19 Area (sf) 20.0 20.0 20.0 20.0 20.0 16.0 20.0 20.0 16.0 6.0 12.0 6.0 R-0 R-13 0.088 FRONT WALL Yes 0.750 2 RIGHT WALL, BACK WALL None Yes 0.750 GARAGE WALL RT R-n/a R-0 0.330 FRONT DOOR 2 None None GARAGE DOOR R-19 R-30 0.031 Attic R-n/a R-0 0.900 SLAB FLOOR R-0 R-19 0.048 FLOOR FENESTRATION # of Interior U- Pan- Shading/ Value es Description Over - Exterior hang/ Shading Fins 0.750 2 None .None Yes 0.750 2 None None Yes 0.750 2 None None Yes 0.750 2 None None Yes 0.750 2 None None Yes 0.750 2 None None Yes 0.720 2 None None Yes 0.720 2 None None Yes 0.750 2 None None Yes 0.750 2 None None Yes 0.750 2 None None Yes 0.750 2 None None Yes Framing Type Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... KEPLEY RESIDENCE; Date........ 02/24/98 MICROPAS4 v4.50 File-1KEPLEY Wth-CTZ11S92 Program -FORM Back CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY Orientation Window Back (SW) Window Back (SW) Window Back (SW) Window Right (NW) Window Right (NW) Window Right (NW) Type S1abOnGrade SlabOnGrade Equipment Type Furnace ACPackage Tank Type Storage Exposed Yes No Area Thickness (sf) (in) Location/Comments 100 3.5 SLAB FLOOR EXPOSED 820 3.5 SLAB FLOOR COVERED HVAC SYSTEMS Minimum Duct FENESTRATION Efficiency Location R -value 0.800 AFUE Conditioned # of Interior Conditioned Over - Area U- Pan- Shading/ Exterior hang/ Framing (sf) Value es Description Shading Fins Type 6.0 0.750 2 None None Yes Metal 20.0 0.750 2 None None Yes Metal 20.0 0.750 2 None None Yes Metal 9.0 0.750 2 None None Yes Metal 16.0 0.750 2 None None Yes Metal 16.0 0.750 2 None None Yes Metal THERMAL MASS Equipment Type Furnace ACPackage Tank Type Storage Exposed Yes No Area Thickness (sf) (in) Location/Comments 100 3.5 SLAB FLOOR EXPOSED 820 3.5 SLAB FLOOR COVERED HVAC SYSTEMS Minimum Duct Duct Efficiency Location R -value 0.800 AFUE Conditioned R-0 10.00 SEER Conditioned R-0 WATER HEATING SYSTEMS Number in Heater Type Distribution Type System Gas PipeInsulation 1 SPECIAL FEATURES/REMARKS Thermostat Type Setback Setback Tank External. Energy Size Insulation Factor (gal) R -value 0.62 EF 40 R-12 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... KEPLEY RESIDENCE, Date........ 02/24/98 MICROPAS4 v4.50 File-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY 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. DESIGNER or OWNER Name.... DONALD KEPLEY Company. OWNER Address. 777 BILLE RD PARADISE, CA 95969 Phone ... 328 License. 7,534q Signed.. ' (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 916-877-8882 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... KEPLEY RESIDENCE, Date........ 02/24/98 Pro ect Address 777 BILLS RD ******* PARADISE *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-1KEPLEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY 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. L/ 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 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. ✓ 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. c� 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. ✓ 150o(ng): Vapor barriers mandatory in Climate Zones 14 and 16 l. NIA - 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... KEPLEY RESIDENCE, Date........ 02/24/98 MICROPAS4 v4.50 File-1KEPLEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 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. *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 78% 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.),. ,/ 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. COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... KEPLEY RESIDENCE, Date........ 02/24/98 PrAdd o�ect ress........ 777 BILLS RD ******* PARADISE *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-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.83 12.83 1.00 Space Cooling.......... 11.26 8.22 3.04 Water Heating.......... 10.70 8.60 2.10 Total 35.79 29.65 6.14 *** 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..... 2395 sf Single Family Detached New Front Facing 62 deg (NE) 1 2 ReducedYear Slab On Grade 1 19160 cf 1475 sf 920 sf 920 sf 11.8 % of floor area 0.75 Btu/hr-sf-F 8 ft COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... KEPLEY RESIDENCE, Date........ 02/24/98 MICROPAS4 v4.50 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2395 19160 1.00 Yes Setback 8.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 636 0.088 13 62 90 Yes W.13.2X4.16 FRONT WALL 2 Wall 392 0.088 13 152 90 Yes W.13.2X4.16 RIGHT WALL 3 Wall 686 0.088 13 242 90 Yes W.13.2X4.16 BACK WALL 4 Wall 223 0.088 13 332 90 Yes W.13.2X4.16 RIGHT WALL 5 Wall 180 0.088 13 332 90 No W.13.2X4.16 GARAGE WALL RT 6 Door 20 0.330 0 62 90 Yes None FRONT DOOR 7 Door 20 0.330 0 332 90 No None GARAGE DOOR 8 Roof 1475 0.031 30 62 14 Yes R.30.2X4.24 Attic 10 F1oorExt 555 0.048 19 n/a 0 No FX.19.2X8.16 FLOOR PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 9 SlabEdge 128 0.900 R-0 No SLAB FLOOR 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 HOUSE 1 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 2 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 3 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 4 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 5 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 6 Window 16.0 2 Metal Slider 0.750 152 90 0.88 0.78 None 7 Door 20.0 2 Metal Hinged 0.720 152 90 0.88 0.78 None 8 Door 20.0 2 Metal Hinged 0.720 152 90 0.88 0.78 None 9 Window 16.0 2 Metal Slider 0.750 152 90 0.88 0.78 None 10 Window 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 11 Window 12.0 2 Metal -Slider 0.750 242 90 0.88 0.78 None 12 Window 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 13 Window 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 14 Window 20.0 2 Metal Slider 0.750 242 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... KEPLEY RESIDENCE. Date........ 02/24/98 MICROPAS4 v4.50 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY FENESTRATION SURFACES HOUSE 1 SlabOnGrade 2 S1abOnGrade 100 3.5 28.0 0.98 R-0.0 SLAB FLOOR EXPOSED 820 3.5 28.0 0.98 R-2.0 SLAB FLOOR COVERED # 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 15 Window 20.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 16 Window 9.0 2 ' Metal Slider 0.750 332 90 0.88 0.78 None 17 Window 16.0 2 Metal Slider 0.750 332 90 0.88 0.78 None 18 Window 16.0 2 Metal Slider 0.750 332 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 4.0 5.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4.0 5.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 20.0 4.0 5.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 4.0 5.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 20.0 4.0 5.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 16.0 4.0 4.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 20.0 6.6 3.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 20.0 6.6 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 4.0 4.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 6.0 2.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 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 12 Window 6.0 3.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.0 3.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 20.0 4.0 5.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 4.0 5.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 9.0 3.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 16.0 4.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 16.0 4.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabOnGrade 2 S1abOnGrade 100 3.5 28.0 0.98 R-0.0 SLAB FLOOR EXPOSED 820 3.5 28.0 0.98 R-2.0 SLAB FLOOR COVERED COMPUTER METHOD SUMMARY Page 9 C -2R MICROPAS4 v4.50 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY SPECIAL FEATURES/REMARKS r HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.800 AFUE Conditioned R-0 1.000 ACPackage 10.00 SEER Conditioned R-0 1.000 WATER HEATING SYSTEMS Number Tank External in' Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas PipeInsulation 1 0.62 40 R-12 SPECIAL FEATURES/REMARKS r HVAC SIZING Page 10 HVAC Project Title.......... KEPLEY RESIDENCE. Date........ 02/24/98 Project Address........ 777 BILLE RD ******* PARADISE *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-1KEPLEY Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY GENERAL INFORMATION Floor Area ................. Volume........ Front Orientation.......... Sizing Location............. Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2395 sf 19160 cf Front Facing 62 PARADISE 39.8 degrees 30 F 72 F 99 F 75 F 34 F Yes Yes Yes 0.30 HEATING AND COOLING LOAD SUMMARY deg (NE) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 16291 6665 Glazing Conduction.... ......... 8864 5065 Glazing Solar .................... n/a 7745 Infiltration ..................... 11704 3981 Internal Gain .................... n/a 2100 Ducts............................ 0 0 Sensible Load .................... 36859 25556 Latent Load ...................... n/a 7667 Minimum Total Load 36859 33223 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 considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Bui/ding Permit No. q8 _0 0 39 OWNERSee f 2,4' C- rz-., A.P. NAME: NUMBER: PRINT LAST IIIAME FIRST COUNTY ZONINGK DESIGNATION: Z FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: '� RESOLVE PROMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING 5 /J9 %Io LOT 2 BOOK - 57 PAGE 3 !:Z) COMPLIANCE WITH OLD SUBDIVIS)ON LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES v/ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. A1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 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. _ 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 Plrerriing 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. X21. S Ge- '3'7 M '3 S t-- D P– Avg A 5,j 11'A -G t_2 h N S v I TA e LIE- T=C, r'- 22. 23 24. 25. 26 'Ala IW d013A30 GNY1 3109 j0 AJ Nnoi 8661 z I Ndr a3AI333H LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR [98-0020831 Rec Fee 5.00 AND WHEN RECORDED 1%1AIL TO: i I I HF 2.00 Recorded I PPG 3.00 BUTTE COUNTY BUILDING DIVISION ? Of f lclal Records I PEN 1.00 7 COUNTY CENTER DRIVE . l Count of I COP 1.00 OROVILLE CA 95965 Y Butte I Check 12.00 1 Candace J. Grubbs I Recorder 1 1:48pm 20 -Jan -98 I PUBL XX 1 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 Count: 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 Count' of Butte, State of California, described as follows: All that Certain real property situate in the unincorporated area of the county of Butte, state of California, being more - Particularly described as follows: 13 deg 49' 00" wesk 201.57 feet; thence north 49 deg 23' 34" West, 156.88 feet to the westerly line of said parcel 2; thence South 01 deg. 54' 03" east, 4.77 feet; thence south 12 deg 34' S7" West, 30.00 feet, more or less, to the true point of beginning. Parcel 2a: Parcel 2. As shown on that certain parcel map of a portion of the Southeast quarter of section 36, township 23 north, rage 3 east, M.D.B. & m., filed in the office ofthe recorder of the county of Butte, state of Californias, on May 19, 1976, in book 57 of maps, at Page(s) 35. Excepting therefrom an undivided 33 1/3% interest in all minerals, As reserved in deed recorded in book 743, page 68, official reco`rdsOfButte county. Said reservation I)id not include right of entry. Also excepting therefrom an undivided 66 2/3% interest in all htnerals below a depth of 200 feet, as reserved 1n deed recorded September 8, 1977, in book 2209, page 419, official records ofButte county. Date: PROPERTY OWNERS: AP.. k 066-510-008 Parcel 2-b: A non-exclusive right of way for road and public utility purposes. More particularly described as follows: Beginning at the most northerly comer ofparcel 3, as shown on Parcel map. Filed in book 50 ofparcel maps, at pages 49 and 50;Thence south 23 deg. 07 57" west, 31.45 feet; thence south 49 deg.23' 34" east, 110.86 feet; thence south 13 deg. 49' 00" east,182.32 feet; thence south 20 deg 47 28" east, 247.06 feet to the Westerly line of the 60 foot wide bader mine road right ofway,Deeded to the county of Butte,.in book 1934, pap 42, official Records of Butte county, thence north 13 deg. 49' 00" west, 245.23Feet; thence north 76 deg. 11' 00" east, 30.00 feet; thence northl3 deg. 49'00" west, 201.57 feet; thence north 49 deg 23' 34"West, 156.88 feet to the westerly line of said parcel 2; thenceSouth 01 deg 54' 03" east, 4.77 feet; thence south 12 deg. 34' 57"West, 30.00 feet, more or less, to the true point of beginning State of California ) County of p r On �0 "� before me, UV�y l •f personally appeared Lk) f 1L{ ( /( f M L,10 / personally known to me (or proved to me on the basis of sats factory evidence) to be the persons) who name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS niy hand and official seal. .1 .1 WENDY CSER l COMM #C-CALI0 - �/,l/// O �"� � NOTARY PUBLIC -CALIFORNIA -� Signature G Seal: o BUTTE COUNTY My Comm. Expires June 27, 2001 ti A. P.# () CO -S ID - 00� , 8s -003 9 NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT •Instructions for recording Agricultural Statement of Acknowledgment: 1. 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 owners must sign in the presence of a Notary Public and have the form notarized 3. 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 - I st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: {old kILDINGPERMITNUNMER: 9F- Da7� PLAN CHECKER:_ �- - / / ~ a� 7 A. P. NUMBER: r='t F0 AT Zoning requirements: (side yards and number of permitted living units). Valuation. 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. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. - Building or utilities across lot lines (Record form). F1,OOR PLAN: 4� Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). _ Required windows for second exit (Section 310.4). , Skylights (Section 2409 cid 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). 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 TO" 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. y ., CTD T T# "TT M A T r%T^'P A T7 n_ % Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5 Foundation plan complete enough to construct building. ~ Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. ,19! Fireplace construction details and talc. if necessary. Garage door and/or porch header sizes. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior -plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete I -hour separation required on garage side including supporting walls and posts: Two exits on three - story dwellings (Section 1003). *' Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design - Flashing at all exterior openings. C.D.F. responsible area requirements. s 4 105 a.-It 3.0 July 1996 rvaAea 3.3 r Permit Applicant: Ilaq Permit Number: f 9* - O`03 Assemr Parcel Number: &/z Date: a -19- The above referenced buih ing . plans were -reviewed reviewed by this offcl. .Provide additional information and/or make revisions to pkc i4 spedficadfons avid asfollows.- S'/-,5 ' d -C o F h cake — 4r/x/"v/ o'e f�X<a arari� duo �L vi c i rle.�cc ems- sr)oW 1oaa- `•Z YO ar c°aw,1a,k;otR5 ��-z Ce+s(C size d F 7' 64 7.e. r pro .� . 4.Xf i rol'A'5 � Z17W Floor urs/ /�" 1 q aC Cer2 f1G1" � C,rI/Zd pier' '''evi' y"ItA YG <cG 162 �� �'� U ! S-2 _ • a U y4% a �✓i��iLS. Wt C.V � l neem art � � /0 /q,,17- .9/?o co p&dt A2e0,92e oir�-� hov,6t��� o� eocr' e,�eQVau✓,7 uO r4 �r1 �p &JO lc Q.S B a. r,L% r--e.c If you wish to discuss any requiremWnts, youary�ta/ me at (916) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Thursday. w r^,64 co . 6 n COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75 PERMI yo,. (Rev. 12/96) APPLICATION AND PERMIT - `7 i" d �z ASSESSOR PARCEL NUMBER 066-51-008 ZONING BUILDING PERMIT OWNER DONALD KFETRY TELSPHONIr SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 777 BELIE ROAT), PARADISE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee ? ORIGINAL $ 433-50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ WILD MWBADER MINE ROAD, PARADISE Energy Plan Checking Fee $ PERMIT FEE s 453.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [R Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UGlifies ❑ Installation ❑ Other ❑ Y Describe Work:1 RT RRNF.WAT./9R—(1(149 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 V OR LES Main Service . ' OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. n �� - r License Class Lic. No. `� tf �! OWNER -BUILDER DECLARATION ` 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: — ❑ I, as owner of the property, or my employees with wages as their sole compensation, twill do the work, and the structure is not intended or offered for sale. I� 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 ADDNS. ( a ACC. BLDs. SO o- 3.50sFr NON-RESID. T. ANCH MULTI -OUTLET CUITS @7,50 POWER APPARATUS a SINGLE GunET cIR. Ex. Occup. OUTLET OR FIXTURES BAL p'.50 Ex. Occup. .."ED '(.'.s,6.)0ERA_L 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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.) Q' 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. r \ X K=—� \ Date "1 I (] Signatur6 of Applicant - ❑ OwnerN ❑ Contractor ❑ Agent "` An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 453.50 HAZ. D. FEES IMP I FLOOD I CDF PARCEL I PD I HDISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ByRIZA_�_Date 3/5/2000 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 3 / 18/99 Date Receipt No. 958994 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signapue. Please complete and return this information at your earliest opportunity to avoid unnecessary dela in processing and issuing your building permit. No building permit will be issued until dds verification is received. 1. I personally plan to provide thepu jor labor and materials for construction of the proposed property im,Provement : YES W NO 0 2. I HAVE 9 . HAVE NOT O signed an application for a building permit for the proposed wort` 3. I have contracted with the following person (fm) to provide the proposed caarstructian:' . <. NAME:— ADD -`'amu ' rcZ co ct ADDRFSSs CITY. e ._ +h= &V 'PHONE:" �.32� • CONTRACTOR'S LICENSE NO. rZ) S .;;;'• ;,'::, .; 4. I plan to. provide portions of this *qr_k, but I have. hired the followuig-person to coordioi�e; supervise; andprdf ide the major work: NAME: ADDRESSs G1TY• PHONE:' CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to rovide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURrrY NUMBER: DATE: NOTE: This Owner -Builder Very1cation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must he completed and returned to our office before we are permitted to issue the permit [$00" I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. ' For your protection. you should be aware that as "owner-buildee, you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their' own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. . If you plant to do your own work, with the exception of various trades that you plan to subcontract, you should'. be aware of the hollowing information for your benefit and protection: ♦ Ifyou employ or otherwise engage any persons other than your immediate family. and the work (inckx tg mmarkls and other costs) is 5300 or more for the entire project, and such persons are not licensed as contrsci or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholdin& federal social security taxes, . workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks fbr you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation. insurance. ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. - If die structure is intended for sale, property owners who are not licensed contractors are allowed to perform their workc'personally or through their own employees, without a licensed contractor or subcofitractor, only under limited conditions. .,A frequent practice of unlicensed persons professing to be contractorsis to secure an "owner builder" building passu erroneously implying that the property owner is providing his or her own labor and material personally. Building permas.are hot required to be signed by property owners unless they are performing their own work personally. Infohnation about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your conununity or at 1020 N Street, Sacramento, CA. 95814. '. flease eomplewthe'Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. IH , C.B.O. g Inspection . NOTE. This Owner-Builder.Injormatlon it required by Section 19830 of the Calyarnla Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-74J G, PERMIT NO./ (Rev. 12/96) APPLICATION AND PERMIT �/ ASSESSOR PARCEL NUMBER _ ZONING 7 Z BUILDING PERMIT OWNER A.. ^P ON /!O SO. FT. OCC. BUILDING VALUATION OWNERS KIAIINO ADDRE83 -7-2-7 � CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation L ARCHITECT OR ENGINEER LICENSE NO. Filing Fee b 20.00 Permit Fee b7, e� 'p" !� S 3, ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ Q rGL i� a PERMIT FEE $ ,5 , S a LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other 9°EC1I:Y Each Tr 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ nUdNw ❑ Installation ❑ Other 93/ Describe Work: l 5� /< 8 4/ e 1.4-) a / /Q� f /.7 d,- C7.P/�^»i /e 7� 063 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200Aoa LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories In height. Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLNq OCCUP. SO OR ADDNS. ( a ACC. BLOC. 3.50FT; INT.MULTF TLE ON-AESID. °IRCUTITS @7.50 POWER APPARATUS a swOLE oun Er clll Ex. Occup. OUTLET OR FIXTURES Bw p'.w NIS Ex. Occup.O A .°.R. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD 1 CDF PARCEL PO HD 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 0810 Receipt No. -f"Y53,,6 O WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT S`.ti..•-�l`-R .., ..-.�*.., ��.Z,t�-•,,,r-�...-+,,w..-ir.4��t�:..�'.'i.-,..��.-.:f,.....,ti.._.y'.?'`a ��r,-�;,1-�.:�:,.,:,,,,� ,', ,� -�{ .,., . r ' i 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: to 6, �i C5 D Proposed Building Use: g Building Inspector: j?i9, Date: _ ., — At time of permit application, I was advyA the following data must be submitted prior to permit processing and/or issuance: �Ploli`pZ, have been submitted.------------------------------------------------- ------------------------------------ Date Received By A 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 03. Comple s, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 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! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ----------- ------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. -------------------------------------------'------------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. 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. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: (Date) KWhen yyoou,,issue-the permit, p ocess as follows ❑ Mail to owner, []Mail to contractor. ❑Telephone and hold for pickup at office. Deliver with inspector. Co ofH - ❑ Applicant: �; c\' S,_. Date: 17 Copy az Mat firm sent Health Department, ■ Fire Department, o Air Pollution Date: Ey. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAInw (nnv - T)Pnnrtr f ..M-1— —+ ce...: e 13 ... - 1 TABLE OF CONTENTS TOC Project'.Title .......... KEPLEY RESIDENCE Date......... 06/-06/99 Project'Address........ 777 BILLE RD ******* ---------------------- PARADISE *v4.51* 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 --------------------- i Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -TOC . User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ----------------- -------------------------------------------------------------- TABL ---------------=-------------------------------------------------------------- TABLE OF CONTENTS ------------------ Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 10 4 r. .0. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title .. KEPLEY RESIDENCE Date ........ 06/06/99 Project Address........ 777 BILLE RD *******---___-___-.______._.__ PARADISE *v4.51* - 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 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY I ---------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2395 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 62 deg (NE) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 11.8 % of floor area i Average Glazing U -value.... 0.75 Btu/hr-sf-F 45 _ Component Type . ;. Wall BUILDING SHELL INSULATION ------------------------- Frame Cavity Sheathing Insul Assembly Type R -value R -value R -value U -value Location/Comments ------------------------------------ ------------------------ .Wood R-13 R-0 R-13 0 088 FRONT WALL RIGHT WALL, BACK WALL GARAGE WALL RT Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR GARAGE DOOR Roof Wood R-11 R-19 R-30 0.031 Attic SlabEdge n/a R-0 R-n/a R-0 0.900 SLAB FLOOR F1oorExt Wood R-19 R -0R-19 0.048 FLOOR FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation---_---- (sf) ----- Value ----- es ---- Description Shading Fins Type. Window Front (NE) 20.0 0.750 2 ------------,--- None ----------- None ---- Yes --------- Metal Window Front (NE) 20.0 0.750 2 None None Yes Metal Window 'Front (NE) 20.0 0.750 2 None None Yes Metal Window Front (NE) 20.0 0.750 2 None None Yes Metal Window Front (NE) 20.0 0.750 2 None None Yes Metal " Window 'Left (SE) 16.0 0.750 2 None None Yes Metal :Door . Left (SE) 20.0 0.720. 2 None None Yes Metal .Door' Left (SE) 20.0 0.720 2 None None Yes Metal Window Left (SE) 16.0 0.750 2 None None Yes Metal Window •Back (SW) 6.0 0.750 2 None • None Yes Metal Window Back (SW) 12.0 0.750 2 None None Yes Metal Window Back (SW) 6.0 0.750 2 None None Yes Metal ,Window Back (SW) 6.0 0.750 2 None None Yes Metal ;Window Back (SW) 20.0 0.750 2 None None Yes Metal !:,Window. Back (SW) 20.0 0.750 2 None None Yes Metal ',,,.Window Right (NW) 9.0 0.750 2 None None Yes Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------- --------------------------------------------------- ------------------------------------------------------- Project Title.......... KEPLEY RESIDENCE Date......... 06/06/99 ___________________________________ --'-MICROPAS4-v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY J FENESTRATION ' # of Interior Over - Orientation - Area U- Pan- Shading/ (sf) Value es Description ----- ----- ---- --------------- Exterior hang/ Shading Fins- Framing Type Window; Right (NW) 16.0 0.750 2 None ----------- -------------- None Yes Metal Window Right (NW) 16.0 0.750 2 None None Yes Metal THERMAL MASS ------------ Area Thickness Type -------------- Exposed (sf) (in) Location/Comments .. SlabOnGrade --------------- Yes 100 3.5 ------------------------ SLAB FLOOR EXPOSED . 'S1abOnGrade No 820 3.5 SLAB FLOOR COVERED .......:...: _.. _ ._. __ ,,... HVAC SYSTEMS ------------ Minimum Duct Duct Thermostat. :Equipment Type Efficiency Location -------------------------- R -value Type Hydronic 0.795 AFUE None ------------------- R-0 Setback NoCooling 10.00 SEER None R-0 Setback WATER HEATING SYSTEMS Number Tank External Tank,. Type Heater Type Distribution Type in Energy Size Insulation System Factor (gal) R -value ---------- ------------------- -------------- ------ Instantaneou Gas Standard 1 0.80 RE n/a R-n/a SPECIAL FEATURES/REMARKS --------------------- 7 -- This building incorporates a Combined Hydronic Space and Water Heating System. r `� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 ---=- - MICROPAS4v451--File-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R I User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY l 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, aAd 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. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... DONALD KEPLEY Name.... Robert A. Mangrum 'Company. OWNER Company. Paradise Mechanical Address. 777 BILLE RD Address. 5655 Almond Street =V�UWIS , CA 95969 Paradise, CA 95969 .Phone... Phone... 9 -877-8882 License. Signed. Signed.. (date) (date) ENFORCEMENT AGENCY Name.,. • . Title.-. . Agency.. Phone... . 4• Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 Project Address........ 777 BILLE RD PARADISE *x4.51* Documentation Author... Robert A. Man rum ******* g 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 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM MF -1R' I _- User#_MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY _ -- --------------------------------------------------------------- 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 - *150(a): Minimum R-19 ceiling insulation. er ment 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 0.30, water vapor transmission rate no greater than 2.0 perm/inch. .`118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 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. f 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 ----�MICROPAS4v4.51-- File-1KEPLEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY - ------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ------------------------------------------------------- ------ Design- Enforce- erment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance %~ with ASHRAE, SMACNA or ACCA. ./ 150(i):Setback thermostat on all applicable heating systems. 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. *150(m): Ducts and Fans .1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; 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 780W 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.). LIGHTING.MEASURES ---------------- 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Design- Enforce- er ment J COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... KEPLEY RESIDENCE. Date........ 06/06/99 Project -Address........ 777 BILLE RD ******* --------------------- PARADISE *v4.51* 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 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R --_- --_User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ------------------------------------------------------------------- ------------------------- ------------------------------------------ MICROPAS4 _. ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin _ . Space Heating......... 13.83 12.90 0.93 = = Space Cooling.......... 10.92 8.22 2.70 = Water Heating.......... 10.70 9.75 0.95 _ _ Total 35.45 30.87 - 4.58 = *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2395 sf Building Type .............. Single Family Construction Type ......... New Building Front Orientation. Front Facing Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... .ReducedYear 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...... Zone Type -------------- HOUSE Residence Detached 62 deg ('NE) Slab On Grade 1 19160 cf 1475 sf 920 sf 920 sf 11.8 0 of floor area 0.75 Btu/hr-sf-F 8 ft BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) --------------- ------------------------ ------ --------- 2395 19160 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 7 C=2R ----------------- - ---------------------------------------------- Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 -------- ________ MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92Program-FORM -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ---------------------------------------------------------------------- OPAQUE SURFACES Surface ------------ HOUSE 9 SlabEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments ------------- ----- ---------------------- 128 0.900 R-0 No SLAB FLOOR FENESTRATION SURFACES I Area U- Insul.Act Vent - - Solar Form 3 Location/ Surface -------- (sf) ------ value ----- R-val Azm Tilt Gains Reference Comments HOUSE Glass ----- --- ---- ----- ------------ -------- -------- 1 Wall 636 0.088 13 62 90 Yes W.13.2X4.16 FRONT WALL 2 Wall 392 0.088 13 152 90 Yes W.13.2X4.16 RIGHT WALL 3 Wall 686 0.088 13 242 90 Yes W.13.2X4.16 BACK WALL .4 Wall 223 0.088 13 332 90 Yes W.13.2X4.16 RIGHT WALL 5 Wall4 180 0.088 13 332 90 No W.13.2X4.16 GARAGE WALL RT 6 Door;, 20 0.330 0 62 90 Yes None FRONT DOOR 7 Door: 20 0.330 0 332 90 No None GARAGE DOOR 8 Roof 1475 0.031 30 62 14.Yes 6 R.30.2X4.24 Attic 10 F1oorExt 555 0.048 19 n/a 0 No FX.19.2X8.16 FLOOR Surface ------------ HOUSE 9 SlabEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments ------------- ----- ---------------------- 128 0.900 R-0 No SLAB FLOOR 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 Descriptiontion HOUSE --- --- --------- --------------- 1 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 2 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 3 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 4 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 5 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 6 Window 16.0 2 Metal Slider 0.750 152 90 0.88 0.78 None 7 Door 20.0 2 Metal Hinged 0.720 152 90 0.88 0.78 None 8 Door 20.0 2 Metal Hinged 0.720 152 90 0.88 0.78 None 9 Window 16.0 2 Metal Slider 0.750 152 90 0.88 0.78 None 10 Window 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None it Window 12.0 2 Metal Slider 0.750 242 90 0'.88 0.78 None 12 Window 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 13 Window, 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 14 Window 20.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 15 Window, 20.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 16.Window., 9.0 2 Metal. Slider 0.750 332 90 0.88 0.78 None 17 Window 16.0 2 Metal Slider 0.750 332 90 0.88 0..78 None 18 Window- . t 16.0 2 Metal Slider 0.750 332 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 ------MICROPAS4-v451 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY l ---------------------------------------------------------- OVERHANGS AND SIDE FINS Surface HOUSE 1 -Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Door . 8 Door. 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Window Mass Type --------------- HOUSE, . 1 SlabOnGrade 2 S1abOnGrade t i THERMAL MASS, ------------ Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments ----- -------- -------- -------------------------- 100 3.5 28.0 0.98 R-0.0 SLAB FLOOR EXPOSED 820 3.5 28.0 0.98 R-2.0 SLAB FLOOR COVERED System Type ---------------- 'HOUSE 'Hydronic NoCooling Tank Type Heater Type ---- ;----- ----------- 1'Instantan Gas HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.795 AFUE None 10.00 SEER None WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ---- ------ Standard 1 R-0 1.000 R-0 1.000 Tank ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area ---------- R-n/a Left Rght -(sf) Hght Wdth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght ---- Ext --------- Dpth Hght ---- 20.0 4.0 5.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 2.0 0.0 n/a n/a n/a n/a- n/a n/a n/a n/a 16.0 4.0 4.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 6.6 3.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 6.6 3.0 2.0 0.0 n/a n/a n/a n/a. n/a n/a n/a n/a 16.0 4•.0 4.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 2.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 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 6.0 3.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 3.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 5.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 3.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a Mass Type --------------- HOUSE, . 1 SlabOnGrade 2 S1abOnGrade t i THERMAL MASS, ------------ Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments ----- -------- -------- -------------------------- 100 3.5 28.0 0.98 R-0.0 SLAB FLOOR EXPOSED 820 3.5 28.0 0.98 R-2.0 SLAB FLOOR COVERED System Type ---------------- 'HOUSE 'Hydronic NoCooling Tank Type Heater Type ---- ;----- ----------- 1'Instantan Gas HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.795 AFUE None 10.00 SEER None WATER HEATING SYSTEMS --------------------- Number in Distribution Type System ---- ------ Standard 1 R-0 1.000 R-0 1.000 Tank External Energy Size Insulation Factor (gal) R -value --- ------ n/a n/a ---------- R-n/a COMPUTER METHOD SUMMARY Page 9 C-2R Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 - MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY --------r--------------------------- WATER HEATING SYSTEMS DETAIL ----------------------------- I q Standby Internal Tank 1Recovery Rated Loss Insulation Pilot System!: Efficiency Input Fraction R -value Light -------------------------------------------------------------------- 1,Instantan 0.80 91000 Btuh n/a R- n/a 500 HYDRONIC PIPING AND SPACE HEATING --------------------------------- E. ,�f'A, Pump Pipe Pipe Insulation Insulation 3;,'�•, Hydronic Hydronic Energy Length Diameter Thickness Conductivity System `4 Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) ------------------------------------- ----------------------------------- `1-_Znstantan Combined Baseboard n/a 50 0.75 0.75 0.023 SPECIAL FEATURES/REMARKS ------------------------ This�buSilding incorporates a Combined Hydronic Space and Water Heating System. HVAC SIZING Page 10 HVAC ProjectTitle.......... KEPLEY RESIDENCE Date........ 06/06/99 Project Address........ 777 BILLS RD******* --_______-__._-___._-__ 6 ' PARADISE *x4.51* Docum:ent,ation Author... Robert A. Man rum Building Permit # Paradise Mechanical �. �j• 5655 .Almond Street Plan Check / Date ' . . Paradise, CA 95969 916-877-8882 Field Check/ Date Climate ;Zone........... 11 -- - Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -HVAC SIZING --- -------------------------------------------------------------------------- User -Paradise Mechanical ------------------------------------------- Run-KEPLEY T24 COMPLY GENERAL INFORMATION ------------ -------------- Floor Floor Area ................. 2395 sf Volume.. ..... ...: 19160 cf Front Orientation.......... Front Facing 62 deg (NE) ' 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....... Summer 75 F Range : ............. 34 F Jar 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...... ---------------------- 16291 6665 Glazing Conduction ............... 8864 5065 Glazing Solar .................... n/a 7745 Infiltration ..................... 11704 3981 Internal Gain .................... n/a 2100 ` Ducts ............................ 0 0 Sensible Load .................... 36859 25556 Latent Load ............... n/a 7667 Minimum Total Load ----------- ----------- 36859 33223 4. 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 considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. t cif Compare the Energy Efficiency, of this Boiler with ..Others Before You .Buy. Model's 86.AFUE Least Most •���Energy��;efficiency'range o_ f all�sim�lar; models ��; r� The AFUE, Annual Fuel Utilization Efficiency, is the measure of energy efficiency for boilers. Only boilers fueled by oil are used in this scale. Oil, boilers that have higher AFUEs are more energy efficient. Federal law requires the seller or installer of this appliance to make available a fact sheet or directory giving further information regarding the efficiency and operating cost of this equipment. Ask for, this information. " I Important: Removal of this label before consumer purchase Is a violation of Federal low (42 U.S.C. 6302). 60232 / 42-6031 TABLE OF CONTENTS.' TOC Project Title KEPLEY RESIDENCE Date ...... 0-6/-06/99 Project Address....,.... 777 BILLE RD ******* PARADISE *v4,51* -_ Documentation Author... Robert A.-Mangrum ******* ,Building Permit'* Paradise Mechanical 5655Almond .Street _Plan Check ../_Date Paradise, CA .95.969 916-877-8882 --------------------- -FieldCheck/Date Climate Zone:.......... 11 - -- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -TOC I User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ------------------------------------------------------------------------------ TABLE OF CONTENTS ----------------- Report s.. Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R........ ...... 6 HVAC SIZING ............... 10 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R ------------------------------------------------------------------------------- Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 Project Address........ 777 BI -LLE RD ******* PARADISE *x4.51* Documentation Author... Robert A. Mangrum ******* .Building Permit # - Paradise Mechanical 5655 Almond .Street Plan Check /-Date Paradise, CA 95969 916-877-8882 --------------------- Compliance Date . Climate Zone.... ...... 11 -------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY I ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 2395 sf Single Family Detached New Front Facing 62 deg (NE) 1 2 Slab On Grade 11.8 %- of floor area 0.75 Btu/hr-sf-F -- BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type ------------ Type R -value. R -value R -value U -value Location/Comments Wall ------- Wood -------- R-13 -------- R-0 ------- R-13 ------- 0.088 ------------------------ FRONT WALL Orientation ------------------- (sf) ----- Value ----- es ---- Description RIGHT WALL, BACK WALL Fins Type, Window Front (NE) 20.0 GARAGE WALL RT Door n/a R-0 R-n/a R-0 0.330 FRONT DOOR (NE) 20.0 0.750 2 None None GARAGE DOOR Roof Wood R-11 R-19 R-30 0.031 Attic SlabEdge n/a R-0 R-n/a R-0 0.900 SLAB FLOOR FloorExt Wood R-19 R-0 R-19 0.048 FLOOR FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation ------------------- (sf) ----- Value ----- es ---- Description Shading Fins Type, Window Front (NE) 20.0 0.750 2 --------------- None ----------- None ---- Yes --------- Metal Window Front (NE) 20.0 0.750 2 None None Yes Metal Window Front (NE) 20.0 0.750 2 None None Yes Metal Window Front (NE) 20.0 0.750 2 None None Yes Metal Window Front (NE) 20.0 0.750 2 None None Yes Metal Window Left (SE) 16.0 0.750 2 None None Yes Metal Door Left (SE) 20.0 0.720 2 None None Yes Metal Door Left (SE) 20.0 0.720 2 None None Yes Metal Window Left (SE) 16.0 0.750 2 None None Yes Metal Window Back (SW) 6.0 0.750 2 None None Yes Metal Window Back (SW) 12.0 0.750 2 None None Yes Metal Window Back (SW) 6.0 0.750 2 None None Yes Metal Window Back (SW) 6.0 0.750 2 None None Yes Metal Window Back (SW) 20.0 0.750 2 None None Yes Metal Window Back (SW) 20.0 0.750 2 None None Yes Metal Window Right (NW) 9.0 0.750 2 None None Yes Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R -------------------------- Project Title.......... KEPLEY RESIDENCE Date.......... 06/-06/99 I MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ------------------------------------------------------------------------------- Orientation ------------------- Window Right (NW) Window Right (NW) Type ------------ S1abOnGrade S1abOnGrade FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description ----- ------ ---- --------------- 16.0 0.750 2 None 16.0 0.750 2 None Exposed' -------------- Yes NO Equipment Type --------------- Hydronic NoCooling THERMAL MASS ------------ Area Thickness (sf) (in) 100 3.5 820 3.5 HVAC SYSTEMS ------------ Minimum Duct Efficiency Location 0.795 AFUE None 10.00 SEER None Exterior Shading None None Over- hang/ Framing Fins Type. Yes Metal Yes Metal Location/Comments ------------------------ SLAB FLOOR EXPOSED SLAB FLOOR COVERED Duct Thermostat R -value Type R-0 Setback R-0 Setback WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- -----------=------- ------ Instantaneou Gas Standard 1 SPECIAL FEATURES/REMARKS ------------------------ This building incorporates a Combined Hydronic Space Tank External Energy Size Insulation Factor (gal) R -value_ 0.80 RE n/a R-n/a and Water Heating System. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------- Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 ---------------- MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ------------------------------------------------------------------------------- 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 administrativeregulations 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. DESIGNER or OWNER Name.... DONALD KEPLEY Company. OWNER Address. 777 BILLE RD S 5969 Phone... License. DOCUMENTATION AUTHOR Name.... Robert A. Mangrum Company. Paradise Mechanical Address. 5655 Almond Street Paradise, CA 95969 Phone... 916-877-8882 Signed.. Signed.: (date) ENFORCEMENT AGENCY Name.... C Title... Agency.. Phone... Signed.. (date) m1 6,- S9 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 Project Address........ 777 BILLE RD perm/inch, PARADISE *x4.51* Documentation _Author ... Robert A. Mangrum ******* Building .Permit # exfiltration controls Paradise Mechanical a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 5655 Almond Street b. Manufactured fenestration products have label with Plan Check ./..Date . certified U -value, and infiltration certification. Paradise., CA 95969 c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 916-877-8882 150o(ng): Vapor barriers mandatory in Climate Zones 14 and 16 Field Check/ Date Climate Zone..... ..... 11 -_ Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 ------------------------------------------------------------------------------- User -Paradise Mechanical Run-KEPLEY T24 COMPLY 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 - *150(a): Minimum R-19 ceiling insulation. er ment 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(1): Slab edge insulation - water absorption rate no greater than 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. 150o(ng): Vapor barriers mandatory in Climate Zones 14 and 16 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. f 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... KEPLEY RESIDENCE Date ........ .06/05/99 MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY l ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- er 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating systems. 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. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R=4.2 or ducts enclosed entirely within conditioned spate. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System 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.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Enforce- ment Design- Enforce- er ment COMPUTER METHOD SUMMARY Standard Page 6 C -2R - ----------------------------------------------------------------- Project Title.......... KEPLEY RESIDENCE Date ........ -0-6-/-06/99 Proj-eat Address........ 777 BILLE RD ******* -------------------------__-- 13.83 PARADISE *v4.51* = Space Cooling.......... 10.92 Documentation -Author ... . Robert A. Mangrum ******* -Building Permit # - 0.95 = Paradise -Mechanical 35.45 30.87 _ _ *** Building complies .5655 Almond .Street Performance .Plan Check _/ _Date Paradise., CA 95.969 916-877-8882 Climate Zone........... 11 -FieldCheck/Date . --------------------- - --- Compliance -Method ...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 ------------------------------------------------------------------------------- User -Paradise Mechanical Run-KEPLEY T24 COMPLY J - ----------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance _ _ (kBtu/sf-yr) _--------------------------------- Design Design ---------- Margin = = Space Heating.......... 13.83 12.90 ---------- - 0.93 = = Space Cooling.......... 10.92 8.22 2.70 = = Water Heating.......... 10.70 9.75 0.95 = = Total 35.45 30.87 4.58 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2395 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation.. Front Facing 62 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather -Data- Type .......... . -Redu-cedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area. ...... Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... -Average-Glazing U-val-ue.... Average Ceiling Height..... Zone Type -------------- HOUSE Residence Slab On Grade 1 19160- cf 1475 sf 920 sf 920 sf 11.-8- s -of floor-a-rea 0.75 Btu/.hr-8f-F - 8 ft BUILDING ZONE INFORMATION ------------------------- Floor # # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) 2395 19160 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 7 C -2R Project Title . KEPLEY RES-I-DENCE Date . 0,6/06/99 ------------ ---___ I MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ------------------------------------------------------------------------------- OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val Azm Tilt Gains Reference Comments HOUSE ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 636 0.088 13 62 90 Yes W.13.2X4.16 FRONT WALL 2 Wall 392 0.088 13 152 90 Yes W.13.2X4.16 RIGHT WALL 3 Wall 686 0.088 13 242 90 Yes W.13.2X4.16 BACK WALL 4 Wall 223 0.088 13 332 90 Yes W.13.2X4.16 RIGHT WALL 5 Wall 180 0.088 13 332 90 No W.13.2X4.16 GARAGE WALL RT 6 Door 20 0.330 0 62 90 Yes None FRONT DOOR - 7 Door 20 0.330 0 332 90 No None GARAGE DOOR 8 Roof 1475 ,0.031 30 62 14 Yes R.30..2X4.24 Attic 10 FloorExt. 555 0.048 19 n/a 0 No FX.19.2X8.16 FLOOR PERIMETER LOSSES Length ---------------- F2 Insul Solar Surface ------------ (ft) Factor R-val Gains Location/Comments HOUSE ------ -------- ------- ----- ---------------------- 9 S1abEdge 128 0.900 R-0 No SLAB FLOOR 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 HOUSE --- ---- ---- --------------- 1 Window 20.0 2 Metal Slider 0.750 62 90 0.88-0.78 None 2 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 3 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 4 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 5 Window 20.0 2 Metal Slider 0.750 62 90 0.88 0.78 None 6 Window 16.0 2 Metal Slider 0.750 152 90 0.88 0.78 None 7 Door 20.0 2 Metal Hinged 0.720 152 90 0.88 0.78 None 8 Door 20.0 2 Metal Hinged 0.720 152 90 0.88 0.78 None 9 Window 16.0 2 Metal Slider 0.750 152 90 0.88 0.78 None 10 Window 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 11 Window 12.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 12 Window 6.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 13 Window 6.0 2 Metal Slider 0.750 242' 90 0.88 0.78 None 14 Window .20.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 15 Window 20.0 2 Metal Slider 0.750 242 90 0.88 0.78 None 16 Window 9.0 2 Metal Slider 0.750 332 90 0.88 0.78 None 17 Window 16.0 2 Metal Slider 0.750 332 90 0.88 0..78 None 18 Window 16.0 2 Metal Slider 0.750 332 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24.COMPLY l ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS Mass Type --------------- HOUSE 1 S1abOnGrade 2 S1abOnGrade THERMAL MASS ------------- Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 100 3.5 28.0 0.98 R-0.0 SLAB FLOOR EXPOSED 820 3.5 28.0 0.98 R-2.0 SLAB FLOOR COVERED System Type HOUSE (Hy dronic _ NoCooling Tank Type Heater Type ------------ ----------- 1 Instantan Gas . HVAC SYSTEMS ------------- Minimum Duct Efficiency Location Duct Duct R -value Efficiency 0.795 P,FUE None _ ^'R-0_� -- 1.000 -7 10.00 SEER None R-0 1.000 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value ------------------- -------------- ------ ----------- Standard 1 n/a n/a R-n/a ---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 4.0 5.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4.0 5.0 10.0 0.0 n/a n/a n/'a n/a n/a n/a n/a n/a 3 Window 20.0 4.0 5.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 20.0 4.0 5.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 20.0 4.0 5.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 16.0 4.0 4.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 20.0 6.6 3.0 10.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 20.0 6.6 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 16.0 4.0 4.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 6.0 2.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 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 12 Window 6.0 3.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.0 3.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 20.0 4.0 5.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 4.0 5.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 9.0 3.0 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 16.0 4.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 16.0 4.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a Mass Type --------------- HOUSE 1 S1abOnGrade 2 S1abOnGrade THERMAL MASS ------------- Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments 100 3.5 28.0 0.98 R-0.0 SLAB FLOOR EXPOSED 820 3.5 28.0 0.98 R-2.0 SLAB FLOOR COVERED System Type HOUSE (Hy dronic _ NoCooling Tank Type Heater Type ------------ ----------- 1 Instantan Gas . HVAC SYSTEMS ------------- Minimum Duct Efficiency Location Duct Duct R -value Efficiency 0.795 P,FUE None _ ^'R-0_� -- 1.000 -7 10.00 SEER None R-0 1.000 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Distribution Type System Factor (gal) R -value ------------------- -------------- ------ ----------- Standard 1 n/a n/a R-n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... KEPLEY RESIDENCE • Date........ 06/06/99 MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light -------------------------------------------------------------------- 1 Instantan 0.80 91000 Btuh n/a R- n/a 500 HYDRONIC PIPING AND SPACE HEATING Pump Pipe Pipe Insulation Insulation Hydronic Hydronic Energy Length Diameter Thickness Conductivity System Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) --------- -------- ------ -7 ----- ---------------------- [1 Instantan Combined Baseboard n/a 50' 0.75 0.75 0.023 SPECIAL FEATURES/REMARKS ------------------------ This building incorporates a Combined Hydronic Space and Water Heating System. HVAC SIZING Page 10 HVAC ---------------------------------------------------------------------- Project Title.......... KEPLEY RESIDENCE Date........ 06/06/99 Project Address........ 777 BILLE RD *-*-***** - --=-__ PARADISE *x4.51* -Documentation Author... Robert A.-Man rum ******* -Building Mang-rum. g -Pe-emit -# - Paradi.se-Mechanical 5655 .Almond .Street _Plan Check _/ -Date Paradise-, CA 95.96.9 916-877-8882 Field Check/Date Climate Zone........... 11 - ------------ Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. I MICROPAS4 v4.51 File-1KEPLEY Wth-CTZ11892 Program-HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-KEPLEY T24 COMPLY ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2395 sf Volume .. ..... ............ 19160 cf Front Orientation.......... Front Facing 62 deg (NE) 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 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 considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 16291 ----------- 6665 Glazing Conduction ............. 8864 s 5065 Glazing Solar .................... n/a 77-45 Infiltration ..................... 11704 3981 Internal Gain...... ............ . n/a 210.0 Ducts............................ 0 0 Sensible Load .................... 36859 25556 Latent Load ...................... n/a 7667 -Minimum -Total -Load ----------- 36-85-9 ----------- 33223 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 considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ! } }l t Based on standard U.S. Government tests. E 11 .1 t•' � rt "?rpt ���4+I(i { Boiler -OilUIMDE ' HYDROTHERM—CdA-rFR PB -105, 150, 200 245 ' I ESI`. t if (Xrl l"A. . - . . t Compare the Energy Efficiency • of this I'd l;:k Boiler with Others Before You Buy. oil 41pt.i iij 74,1 eta The AFUE, Annual Fuel Utilization Efficiency, is the measure of energy efficiency for boilers..Only boilers fueled by oil are used in this scale. , ,•���, �';� Oil boil ers that have higher AFUEs-are more • ;Ik:;l:;�..' energy efficient. _ t r �4` � 1� I }j ; • Federal law requires the seller or installer of this appliance to make available I'+�'� ` '^ i,; ; •� t"" `` a fact sheet or directory giving further information regarding the efficiency and operating cost of this equipment. Ask for: this information. ,. Important: Removal of this label before consumer purchase Is a'vloletlon of Federal law (42 U.S.C. 6302). 60232 / 42-6031 , � 'rt : 1 ( y f'%,• ' � - k art ^ a io A • l� ub Name: K C CONTRACTING - PARADISE Truss ID: HR4 Otv: 1. Dnve: C098041025-001 G l( -LOC REACT SIZE 1 5- & 0 130 2.12"1.50" REW TOP CMDRRD 2x4 FL Nl BOT CHORD N4 FL #1 THIS DESIGN IS THE MULTIPLE LOAD CASES. 2 5- 7- 3 660 1.50" 1.50 WEB 2x4 FL STANDARD PLATE VALUES PER ICBD OF c,�L�F�� Perwinent bracing is required (by others) to Loaded for 10 PSF nv7- FORCE Ax- 2082 END cs� 3-0-0 5-6-4 #preIevv t rotatim�t l rg. See H1B�T and NVSI%l,P! 1-1995; 10.3.2.5 10.3.4.6. PLATING QNSEp ON QREEN : 45 .33 3B and End verticals designed verticals that are F� a 'END C35 ®WAIMINGRead below the teas h cors additimal design txru TBF : 13.3 WO: G463 for Lateral forces due -2M8 .a .35 Customer Name: TRUSW AL (oasis an the building. F0143 F�41 K C CONTRACTING SYSTEMS 5 06 3-66 (SPI DurFaes L=1.15 P=1.15 -6 -682 .10 TC Dead 9.0 psf Rep Mbr Bnd 1.00 13 Northpark Dr., Coto springs, Cif SM17 = Joint Locations = .0 psf 0. C . Spas i ng 2- 0- 0 0-0-0 4 0- 0- 0 8.0 psf Design Spec UBC -94 Tp5.0 Version 09.15.97 3-o-0 5 3-0-0 47.0 ps f Criteria L/240 5- 6- 4 6 5- 6- 4 530# 3-0-0 3-0-0 I 2 2- 001POSITE RESULT OF UPLsIFT REAC1IO1(S) RESEARCH R concurrent� #1607. HORIZFTACTI )A : Ulm VALUES. -- LL1gD CASE JIT DESIGN LOADS for axial loads only. Dir L.PIf L.Loc R.PIf R.loc LL/TL extended above or TC Vert .0 0-0-0 78.0 h 0- 0 AI e (if any) May require TC Vert 78.0 h 0 0 78.0 h 4 77 ideratiam (by others) TC Vert 39.0 4-3-4 39.0 5-10-4 T7 to wind or seismic BC Vert .0 0-0-0 12.7 4-3-4 .00 BC Vert 8.0 4- 3x 4 .LocL8. n ve�rc 5-10- 4 .00 it.530.0 0- 1-12 .77 2-6-4 5-6-4 I ca 3 RECEIVED FEB 2 4 1998' BUTTE COUNTY BUILDING DIVISIC ((AT5`17. -9 4 5 6 OF c,�L�F�� 3-03_0 2-6-4-� 3-0-0 5-6-4 2/10/98 Scale: 29/32" = 1' TruswaL Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). ®WAIMINGRead all notes on this sheet and )give a copy of it to the Erecting Contractor. TBF : 13.3 WO: G463 This design in (man individual building component. It has been based onspocifhcadow provided by the component manufacturer and done in Chk: EP Customer Name: TRUSW AL accordance with the current version of TPI and APPA design standards. No respnruibility is assumed for dimensional accuracy. Dimeninno are to be verified by dee component manufacturer and/or building designer prior N fabrication. The building designer shall ascertain dot the kinds utilized on DS nr: MD g I #LC = 4 K C CONTRACTING SYSTEMS this design meet or exceed One loading Imposed by the oral building code. It Is assumed Ghat the tap chord is laterally braced by the roof or floor ebeathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unleas otherwiso noted. Bracing shown is for lateral buckling length. TC Live 30.0 psf DurFaes L=1.15 P=1.15 support of component@ members only to reduce This component shall not be placed In art/ eovlrorhment that will cause the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.00 13 Northpark Dr., Coto springs, Cif SM17 conical of the wood exceed 19% and/or cause connector plate corrosion Pabricate, handle, Install end brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truawal, 'QtIALITY CONTROL STANDARD FOR METAL PIATE CONNfx.-1`130 W(1)D TRUAS49' - BC Live .0 psf 0. C . Spas i ng 2- 0- 0 (UST -99), -HANDLING INSTALLING AND BRACING METAL PLATE C0NN13f'rLD Wlx7D TRUMEt' - (iun-91) and '1118-91 SUMMARY BC Dead 2-6-4 5-6-4 I ca 3 RECEIVED FEB 2 4 1998' BUTTE COUNTY BUILDING DIVISIC ((AT5`17. -9 4 5 6 OF c,�L�F�� 3-03_0 2-6-4-� 3-0-0 5-6-4 2/10/98 Scale: 29/32" = 1' TruswaL Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). ®WAIMINGRead all notes on this sheet and )give a copy of it to the Erecting Contractor. TBF : 13.3 WO: G463 This design in (man individual building component. It has been based onspocifhcadow provided by the component manufacturer and done in Chk: EP Customer Name: TRUSW AL accordance with the current version of TPI and APPA design standards. No respnruibility is assumed for dimensional accuracy. Dimeninno are to be verified by dee component manufacturer and/or building designer prior N fabrication. The building designer shall ascertain dot the kinds utilized on DS nr: MD g I #LC = 4 K C CONTRACTING SYSTEMS this design meet or exceed One loading Imposed by the oral building code. It Is assumed Ghat the tap chord is laterally braced by the roof or floor ebeathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unleas otherwiso noted. Bracing shown is for lateral buckling length. TC Live 30.0 psf DurFaes L=1.15 P=1.15 support of component@ members only to reduce This component shall not be placed In art/ eovlrorhment that will cause the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.00 13 Northpark Dr., Coto springs, Cif SM17 conical of the wood exceed 19% and/or cause connector plate corrosion Pabricate, handle, Install end brace this truss in accordance with the following standards: 'TRUSCOM MANUAL', by Truawal, 'QtIALITY CONTROL STANDARD FOR METAL PIATE CONNfx.-1`130 W(1)D TRUAS49' - BC Live .0 psf 0. C . Spas i ng 2- 0- 0 (UST -99), -HANDLING INSTALLING AND BRACING METAL PLATE C0NN13f'rLD Wlx7D TRUMEt' - (iun-91) and '1118-91 SUMMARY BC Dead 8.0 psf Design Spec UBC -94 Tp5.0 Version 09.15.97 SIIEET' by TPI. The Truss Plate Institute (TPI) is looted at 593 D'Unofrio Drive, Mad -son, Wisconsin 33719. The American Forest and Paperpsf. Association (AFPA) Is hrraed at 1230 Connecticut Ave, NW. SIC 201. Washington, l)c' Nor -in. TOTAL 47.0 ps f Criteria L/240 1) Name: K C CONTRACTING - PARADISE Truss ID: *11 Qty: G Drwg: C098U41025-002 X -LOC REACT SIZE READ TOP 1-9-15 65 1.50" 1.50" 90T 1-10-3 112 1.50" 1.50" WEB DSnr: MD #LC = 4 g K C CONTRACTING Shim f0zA) X04 Durf acs L=1.15 P=1.15 `.ore this design meet or exceed the loading imposed by the local building coda. It is assumed that the top chord is laterally braced by die roof or floor 04 TC Dead 9.0 Rep Mbr Bnd 1.15 F0240 support of components members only to reduce buckling length. nix component shall not be placed in any environment that till cause the moiekire CSI W II .03 0. C. Spas i ng 2— 0— 0 FD-46CSI WEB FORCE CS1 BC Dead 8.0 4 (OST•88), 'IIANUI,INU INSTALLINU AND DRACIN(1 WrAI. PLATH CONNnL,r U WOOD TRUSSMS' - 0119.90 and 'HIN•91 SUMMARY psf = Joint Luca tans = 0-0-0 3 0-0-0 1- 8-15 4 1-S-15 CHORD 2x4 FL 1A THIS DESIGN IS THE CCHPOSITE RESULT OF CHORD 2x4 FL 111 MULTIPLE WAD CASES. 2x4 FL STANDARD PLATE VALUES PER ICED RESEARCH REPORT #1617 bearings (if needed) for req. st.ppor-t. Leaded for 10 PSF norromcurr'eit BCLL. PLATIM BASED ON GREEN LIMBER VALUES. 1 400 1-&ISJ 11-8-1s 2 UPLIFT REACTION(S) : HDRIZONTAL REACTIOWS) %%)ort 2f 1 2401 RECEIVED FEB 2 4 1998 BUTTE COUNTY BUILDING DIVISION 1 1 -1U -1S ( 3 4 1-81 -IS � Qo�cliEc7la� •d Y cP-- e- 0 rm 2/10/98 Scale: 3/4" = 1' Truswat Systems Ptates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.). WARNING Read all notes on this sheet and ;give a copy of it to the erecting Contractor. TBf: 4.2 WO: G463 ®r This deign is for an irslivldual building component. It has been hared on specifieatiors provided by the component manufacturer and dont in Chk: EP s toomermen Nane Customer u accordance wridh the current versions of TPI and AFPA design standards. No m pomibility la assumed for dimemional accuracy. Uimersions are to be DSnr: MD #LC = 4 g K C CONTRACTING dull a*cemin that the land* utilited on verificd by die component manufacturer and/or building designer prior to rahrication. The building designer d TC Live 30.0 psf Durf acs L=1.15 P=1.15 TRUSWAL this design meet or exceed the loading imposed by the local building coda. It is assumed that the top chord is laterally braced by die roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Dracing shown is for lateral TC Dead 9.0 Rep Mbr Bnd 1.15 ® SYSTEMS support of components members only to reduce buckling length. nix component shall not be placed in any environment that till cause the moiekire psf conteal of the word exceed 1956 and/or cause connector plate corm ion. Fabricate, 'handle, install and brace thin truss in accordance widh the following BC Live .0 psf 0. C. Spas i ng 2— 0— 0 4 Nonhperk W.. Colo Spring►. CU W901 aandards: 'TRUSCOM MANUAL', by Tru►wal. 'QI IALITY CONTROL STANUARU FOR MI: rAL I'1 ATL CONNFd'rlif) Wn OI) TRUSSEV BC Dead 8.0 Design Spec UBC -94 (OST•88), 'IIANUI,INU INSTALLINU AND DRACIN(1 WrAI. PLATH CONNnL,r U WOOD TRUSSMS' - 0119.90 and 'HIN•91 SUMMARY psf SIIEE'f' by TPI. The'frwu Plate Institute (TPI) is located at SR3 U'Orhnfrie Drive, Madison, Wisconsin 53719. "a American 14gesr and Paper Def. Criteria: L/240 Tp5.0 Version 09.15.97 Association (APPA) is Inn►tcd at 1750 Connecticut Ave, NW, Ste 711), Washington, Ix' WNW, TOTAL_ 47.0 psf i NOTES066-51=,0_�008- �,a9�P513 B KFPLEY, Donald 13586 Bader Mine Rd, Paradise � PERMIT 1.0 i.,_add cov deck SF _„_ qs_ �9 5 , 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB F I N A L E D (Date) Signature ��y CHECKED BY V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 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'tt. MISCELLANEOUS DAe DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s / P Nat. or / /"L"ft./ /'LPG 1. 7. Well Clearance 8 Disconnect 2. 8. Utility Clearance 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date Carports; Windows -Doors Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 4. Elec.; Receptacles and Lighting, Distance-GFI Date 5. Card B-1 Date Card B-1 Date 6. Card B-1 Date Card B-1 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater MISCELLANEOUS DAe DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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- Enclosure s- Pan elboards-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 13. RESIDENTIAL (; Date 14. Underfloor (Plans) OK except #'s r '' 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Date 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underaround jingle & Duplex) hate 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Date 50. Card B-1 Date Card B-1 Date 51. Card B-1 Date Card B-1 Date 52. PLUMBING (Permit) OK except #'s 17. Water Hir.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 59. Shear Walls; Nailing -Bolts Date 60. Card B-1 Date Card B-1 Date 61. Card B-1 Date Card B-1 Date 62. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Date 24. Elec. Receptacles Spacing -Lights & Switches at Doors Date 25. Size Boxes & No. of Conductors Stapled Date 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 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 Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 71. Elec. Outlets at Wood Panel, Int. & Ext. Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date 74. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Date Card B-1 Date Card B-1 Date 82. Card B-1 Date Card B-1 Date 83. FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) hate FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I nfiltratio n -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor C) Yes 82. Following Instld./Drive ] Yes ] No/Walks J Yes ] No/Planters ] Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 `� Telephone (530) 538-7541ER,MIT NLL (Rev. 12/96) APPLICATION AND PERMIT �� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER DONALD KEPIRY TELEPHONE 877-8328 SO. FT. OCC. BUILDING VALUATION 300 C 3900 . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE coNTFN*&�SIWuNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 63.40 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 40.95 BUILDING ADDRESS 13586 BADER MINE ROAD, PARADISE Energy Plan Checking Fee $ $ PERMIT FEE $ 123.95 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE X SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑j( Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 12 X 25 COVERED DECK Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Lel, 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 L000A 46.00 NEW CONST. DWELLING 0CCUP. 3.5QF0 OR ( NEW coNsr. MLI�C.S. 0 MET NON-RESID. 97.50 a OUTLET OWELER APPARATUCIR.S 20 (P 1.00 Ex. Occu ouTLEroR FrxTUREs SAL .50 Ex. Occup. O�E�°Ts RM.GE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 H_ 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.) C�7 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 fo ith comply with those p�on.-- Date ( nature of Applicant - Owner ❑ ntractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 123.95 HAz. _ D FEES IMP _ — FLOOD --. GDF PARCEL PD HD ISS E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 2_/ _F EXPIRES ON /�'—p� 0 at) Date Receipt No.PERMIT WHITE-D.D.S.-B. D. CA SSOR PINK -INSPECTOR GOLDENROD -APPLICANT z O'` ., ,�-�trr-nc,.r•nvT w+��-Y�'+.�4 �''�°��;jiF��''y�.�„q+�a'S.r"'�`�''�y�, P �.,��,. 'y��.i�'t�,,�, �' 'E�''e�t(,�,�{s�,�j�e �+* l UNTY OF BUTTE DEPAR�TMENT'OFDE LOPMEIV�'S, ERVICES - BUILDING -DIV , CISION ; 7; COUNTY CENTER DRIVE - OROVILLE CALIFORNIA 95965 2 TELEPHONE (9,16) 538-7541 PERMIT APPLICATION DATA SHEET c r OWNER: ( ASSESSOR PARCEL NUMBER: CO. , 110 � Q Proposed Building se: Building Inspector: Date: At time of permit application, I was advised t e following data must be submitted prior to pe p ess' , g and/or issuance: ��/ Date Received By U'1 `All iiems have been submitted .----------------------------------------------------------------------7-------------- ,� ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All -engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- /❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ -------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------==----"- ----- ❑ 12. California Department of Forestry plan approval/fees. ---------------------------------- •❑ 13. Flood elevation certificate.----------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval _ Health Department. ------------------------------------ ❑ 15. City of Chico plumbing permit.------ - =---------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------- ❑ 17. Planning approval'for (A) Use:. (B) Parking: ------------------- 1118. ------------------ ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9. Encroachment Permit -for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------ ❑22. Workers' Compensation carrier and policy number. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑24. Letter of signature authorization. ------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- 1127. ------------------------------------------- ❑27. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing violations and/or expired permits. ------------------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telep&one �� r7 - p � r and hold for pickup atr office. ❑DeliverLiflninspector. licant: c�Date: ii /QC Applicant: � Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: v Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑.Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan, Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E. l k- c� � �'"T � s �. `1 i �� �� �� t r � -- l � t. .- .. . _. _. _--_--.. --� _..�sA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965, I Telephone (530) 538-7541 PERMIT NO. R APPLICATimm AND PERMIT ( ev.12/96) ASSESSOR PARCEL N UMISM / _ _�I D.,._ ZONING - BUILDING PERMIT OWNER19 ' TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERa PALING01>a�$e I `` PERMIT FEE _ CONTRACTOR'S NAME TELEPHONE Filin Fee 20.00 Main Service OONTR ACTORS PALING ADDRESS 23.00 OONSTRUCTION LEADER 200A TO 1000A Fire Ince LEND ora MNLING ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee b 20.00 Permit Fee b ARCHITECT OR ENGINEERS MAALING ADDRESS Plan Checking Fee b o BUILDING ADDRESS Energy Plan Checking Fee S S • PERMIT FEE = N. LOT NO •B1DN'"A"E PEEL YAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF * Duplex ❑ Mobilehome ❑ Other ePExlFr Solar or hent um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition X Remodel ❑ Udhes ❑ Installation ❑ Olher ❑ Describe Work: 1 L-/Dy Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W Q20.00 Receipt No. c WHITE•D.O.S.•B.D.. EX. OCCU . OUTLET OR fDRURES PERMIT FEE _ f0�0 A" NS. oR Ex. Occup. OR/}LETS GS IO. 61 ELECTRICAL PERMIT Filin Fee 20.00 Main Service ow OORR tE s 23.00 Main Service 200A TO 1000A 48.00 NEW CONST. no AnnM9 DWELLM OOCUP.s0. ...r mew i 3.50, EX. OCCU . OUTLET OR fDRURES eAL .so f0�0 A" NS. oR Ex. Occup. OR/}LETS GS IO. 61 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 I PERMIT FEE I S MECHANICAL PERMIT r Filing Fee 1 20.00 Hood 8.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee S occ OONST. TYPE TOTAL FEE $ NAZ. 1 0. FEES IPP fLA00 COF I PARCEL I PO I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON 'PACE7\ CIVIL, INC. Mike Vierra Building Department Butte County 7 County Center Drive Oroville, CA 95965 Dear Mr. Vierra: March 17, 1999 102.22 Subject: Building Permit No. 98-0039 13586 Bader Mine Road, Paradise, CA This letter is.being_prepared at the request.of Mr:, Don Kepley;who,is constructing: a, house at the subject location: I recently received a telephone call from Mrs. Kepley during which she, informed `me that due to a slope failure on the lot, the County Building Department was concerned about the stability of the house and would not perform further inspections until the hillside lot was assessed by an engineer. I visited the construction site with Mr. Kepley on March 11, 1999. Over a period of about 75 minutes, we walked the site and observed the extent of the slope failure that has occurred on the south side of the house. Mr. Kepley explained how the lot was graded and how the house foundations were constructed. On March 15, 1999, I had a brief telephone conversation with County Building Inspector Carl Nelson. Mr. Nelson explained that, in addition to the slope failure, the County is concerned about the stability of.the cut slope behind the house and the slope between the front of the house and Bader Mine Road below. Mr. Kepley explained that in developing the lot, soil was excavated.from the building pad area and placed as uncompacted fill in a low area to the south of the -pad (see.the attached sketches). A. small amount of uncompacted fill was placed on the natural slope along the front of the house. Mr. Kepley. further stated that the house was located so that its footing foundation is entirely in .cut, i.e., native soil. Along,the front of.the.house;athe individual footings for,.the overhang. support posts were extended through the small amount of fill placed there and into native soils." 1730 SOUTH STREET • REDDING, CA 96001 • (530) 244-0202 • FAX (530) 244-1978 t Mike Vierra March 17, 1999 Page 2 102.22 The scope of services I was retained to perform for Mr. Kepley do not include a'comprehensive examination and analysis of the soil slopes on this lot. However, based solely on my observations, it is my opinion that the house on this lot is currently stable. Although I did not closely examine the cut slope behind the house, I saw nothing to indicate instability of this slope. There has been a fair amount of surface erosion from the unprotected slope, however. Surface erosion is also obvious on the small fill slope -in front of the house. However, I saw no indications. of slope instability in either the fill here or the natural ground slope below'the fill. The slope failure to the south of the house has created. a high, steep scarp face within about 20 feet of.the house (see Sketches). The scarp face appears dry (i.e., no seepage from it) and stable at this time. Although the ground between the scarp face and the house should be watched closely for signs of further instability, I would expect this area to remain stable until conditions dry up to. the point this summer when the slope failure can be repaired and the ground beyond the scarp face can be replaced. If you have any questions regarding my observations and conclusions .; s me. RER\mlg enclosures cc w/enc.: Don Kepley M:\Jobs\102.22\RER-LTRLwpd Very truly yours, ��LE RanVVVd��-a��-11___���E. Ranken Associate Engineer NM 2223 1 - PACS 'ECT __________ __ BY��DATi-W, 9- _ SHEET NO._ I -OF-1- ENGINEERING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROJECT :;E FLIAN NTS f i v ' Bp�EQ NEW FILL rnmE SECTION pt -A 'EA T1 P. WE ALURVL RECEIVED APR 0 2 1999 BUT BUILD NG D VII ION 04/01/99 10:24 FAX 530 244 1978 PACE CIVIL INC. PACE CIVIL, INC. TO: `M,* Xc-e V i FAX TRANSMITTAL. FROM: % DATE: FAX NO: 5'3 S— 2 1 4 0.. I r PROJECT NO.: 102. Z 2 - HARD HARD COPY TO FOLLOW IN MAIL'S TOTAL PAGES: Including this sheoa t4 COPY FAXED TO: FAX NO.: COPY FAXED TO: FAX NO.: SUBJECT: lWej , 1?eew-:-} 0039 15�51U Qile �e..�-�erda.•rQ 'r w 1730 SOUTH STREET 9 REDDING, CA 96001 0 (530)244-0202 0 FAX (530)244-1978 04/01/99 10.25 FAX 530 244 1978 PACE CIVIL INC. E -TCIVIL, INC. March 17, 1999 102.22 Mike Vierra Building Department Butte County 7 County Center Drive Oroville, CA 95965 Dear Mr. Vierra: Subject: Building Permit No_ 98-0039 13586 Bader Mine Road, Paradise, CA Q002 This letter is being prepared at the request of Mr. Don Kepley who is constructing a house at the subject location. I recently received a telephone call from Mrs. Kepley during which she informed me that due to a slope failure on the lot, the County Building Department was concerned about the stability of the house and would not perform further inspections until the hillside lot was assessed by an engineer. I visited the construction site with Mr. Kepley on March 11, 1999. Over a period of about 75 minutes, we walked the site and observed the extent of the slope failure that has occurred on the south side of the house. Mr. Kepley explained how the lot was graded and how the house foundations were constructed. On March 15, 1999, I had a brief telephone conversation with County Building Inspector Carl Nelson Mr. Nelson explained that, in addition to the slope failure, the County is concerned about the stability of the cut slope behind the house and the slope between the front of the house and Bader Imine Road below. Mr. Kepley explained that in developing the lot, soil was excavated from the building pad area and placed as uncompacted fill in a low area to the south of the pad (see the attached sketches). A small amount of uncompacted fill was placed on the natural slope along the front of the house. Mr. Kepley fiuther stated that the house was located so that its footing foundation is entirely in cut, i.e., native soil_ Along the front ofthe house; the individual footings for the overhang support posts were extended through the small amount of fill placed there and into native soils. 1730 SOUTH STREET • REDDING, CA 96001 9 (530) 244-0202 • FAX (530) 244-1978 04/01/99 10:25 FAX 530 244 1976 PACE CIVIL INC. 0 000 A ike Vierra March 17, 1999 Page 2 102.22 The scope of services I was retained to perform for Mr. Kepley do not include a comprehensive examination and analysis of the soil slopes on this lot. However, based solely on my observations, it is my opinion that the house on this lot is currently stable. Although I did not closely examine the cut slope behind the house, I saw nothing to indicate instability of this slope. There has been a fair amount of surface_ erosion from the unprotected slope, however. Surface erosion is also obvious on the small fill slope in front of the house. However, I saw no indications of slope instability in either the fill here or the natural ground slope below the 51L The slope failure to the south of the house has created a high, steep scup face within about 20 feet of the house (see Sketches). The scarp face appears dry (i.e., no seepage from it) and stable at this time. Although the ground between the scarp face and the house should be watched closely for signs of further instability, I would expect this area to remain stable until conditions dry up to the point this summer when the slope failure can be repaired and the ground beyond the scarp face can be replaced_ If you have any questions regarding my observations and conclusions me. Very truly yours, Randall E. Llen Associate Engineer RER1mlg enclosures cc w/enc.: Don Kepley M:VoAa\l02.22%M LTR1-Wpd NM 2923 04/01/99 10:25 FAX 530 244 1978_ PACE CIVIL INC. 0 004 PACE _ 'E� - , _ B7��� DF - AT . OF- _ SHEET NO._ 1 -OF-L ENGINEERING _ ^ — — _ _ — _ — , _ — — _' PROJECT NO._19---*U PLAN uT5 i NEW FILL Td\HE ' .. •:.... SECTIon� •ASA 5 CRRP FAC ; . RE • ILURYL -PACE Ir V 4q Mike Vierra Building Department Butte County , C --u tY.Cor ter ice: ✓e Oroville, CA 95965 Dear Mr. Vierra: March 17, 1999 102.22 Subject: Building Permit No. 98-0039 13586 Bader Mine Road, Paradise, CA x x114,106 acing g 6661 g' ` SYN Fa DaU This letter is'being prepared at the request of Mr. Don Kepley who is constructing a house at the subject location: I recently received �a telephone call from Mrs: Kepley during which. she informed me that due to a slope failure on'the lot, the County Building Department was concerned about the stability of the'house and would not perform further inspections until the hillside lot was assessed by an engineer. I visited the construction site with Mr. Kepley on March 11, 1999. Over a period of about 75 minutes, we walked the site and observed the extent of the slope failure that has occurred on the south side of the house. Mr. Kepley explained how the lot was graded and how the house foundations were constructed. On March 15, 1999, I had a brief telephone conversation with County Building Inspector Carl Nelson. Mr. Nelson explained that, in addition to the slope failure, the County is concerned about the stability of the cut slope behind the house and the slope between the front of the house and Bader Mine Road below. Mr. Kepley explained that in developing the lot, soil was excavated from the building pad area and'placed as uncompacted fill in a low area to the south of the pad (see the attached sketches). A small -amount of uncompacted fill was placed on the natural slope along the,'front of the house. Mr. Kepley further stated that the house was located so that its footing'foundatiori is'enti"rely= ✓' Mike Vierra Page 2 March 17, 1999 102.22 The scope of services I was retained to perform for Mr. Kepley do not include a comprehensive examination and analysis of the soil slopes on this lot. However, based solely on my observations, it is my opinion that. the house on this lot is currently stable. Although I did not closely examine the cut slope behind the house, I saw nothing to indicate instability of this slope. There has been a fair amount of surface erosion from the unprotected slope, however. Surface erosion is. also obvious on the small; fill slope in front of the house,. -However, I saw no � dicatror.� r'fLslz pe insta>jili:ty in either the ti11 }here eret t acu a .�rbunu slo, iov✓ tl:e li. The slope failure to the south of the house has created a high, steep scarp face within about 20' feet of the house (see Sketches). The scarp face appears dry (i.e., no seepage from it) and stable at this time. Although the ground between the scarp face and the house should.be watched closely for signs of further instability, I would expect this area to remain stable until conditions dry up to the point this summer when the slope failure can be repaired and the ground beyond the scarp face can be replaced. If you have any questions regarding my observations and conclusions, please call me. RER\mlg. enclosures cc 7w!ere-.: non Kepley M:\Jobs\l 02.2 2\RER-LTR l . wpd Very truly yours, Randall E. Ranken Associate Engineer PACLr ECT_- - - - - - - - - - - - - - - - ENGINEERING �-Z-. BY �')�- DATE -W --'G SHEET N0.- 1 _OF-�- PROJECT NO. -)Q Z • 02 _ PL (A N PLAN NT5 )FL 1LUR- SECTION B-11 NTS Lc0 5btt MR55 Cop1 January 15, 1998 To: Ronald & Linda Kepley 777 Bille Road Paradise, CA 95969 From: Tun & Patrice Dippel, Brad & Karen Jenks and Dick & Tricia Nelson This letter is to inform you of our mutual concerns regarding the damage to the integrity of the section of road located on Bader Mine Road caused by you while doing your land development and construction. Several years ago, the above property owner went in together and paid to have the Bader Mute Rd. easement graded, compacted, 4"of new Robinson road base applied and compacted and an inside ditch built to allow the rain and runoff to drain properly. Since that time we have continually maintained the road at great expense and effort in order to preserve the integrity of the road. The initial repair, as well as the subsequent repairs, have been a considerable coat to us. Since You began your construction project, you have destroyed that integrity of the road as well as the drainage ditch. You used a bull dozer to push dirt across the road taking the road base with it. You pushed fill to the edge of the road which has now washed into the drainage ditch and caused run-off to run down the middle of the road creating a ditch of its own. During the recent rains the fill has run down the lower part of the road, leaving approxunately one foot of mud, creating a further meas and hazard of which to drive through. You have repeatedly promised the landowner's on Bader Mine Road that you would fix and repair the road You have broken that promise on every occasion, it is now January, approximately nine months, and repairs have not even begun. You have forced us to drive through dust, dirt and mud since you began your project last March. It has become pairnfiuOy obvious that you have no intention of repairing the damages you have done. Because of this, we are demanding you to repair the road back to its original condition. We demand that you hire a Lamad grading contractor to regrade the road and ditches to Sam proper draftmV and to re -apply 4" of Robinson road base which shalt be properly, compacted. We demand that you control the drainage from your newly installed driveway to prevent the rain water from running into the road. We demand that you provide porno M=t erosion control for the loose fill ftm your excavation which ie eroding into the mad and ditches. We will WI accept a partial repair or any substandard work done by You or airy contractor that you hire. We will NOT accept the crushed rock you have used on YOM driveway as a subutute for the road base which was destroyed by you. We expect this to be done by Febuary 15, 1999. r If you do not do these repairs, we are each prepared separately to sue you for damages done to the road, as well as any additional damages to our vehicles, homes, property values, s, etc., which the court may feel we are entitled to receive. We are disappointed things have gotten to the point where we feel we have to settle this through court litigation. It appears that because you do not live on this road, you do not feel you have to repair the damage you have caused. By driving through a mud hole every day, it covers our garages, driveways, vehicles and finds its way into our homes causing further damage and inconvenience. Your prompt attention to this matter will prevent you from going to court. RECEIVED FEB 16 1999 BUTTE COUNTY BUILDING DIVISION Co (:, q r zx� Donald Kepley 777 Bille Road Paradise, CA 95969 February 12, 1999 The Dippel's, The Nelson's The Jenks PO Box 212 Magalia, CA 95954 RE: Road Easment To whom it may concern: Here is in response to your letter of January 15. I will point out that your letter preceded the current conditions by about 2 weeks. The current conditions being the area where there is a highly unstable decomposed granite sliding onto the road as your pictures and video records may show. Let me begin by saying that because of the El Nina winter, last March, I wasn't able to proceed with construction on my land as scheduled. During this time I removed perhaps over 150 tons of forest slash that had been deposited on my land over time by previous owners. I felt this benefited both myself and the community. If a fire came through that canyon- needless to say the results would have been a disaster for your family and the other families that live at the end of the easement road. Jim, your equipment accidentally dug up my fire surpession water line Sunday April 19th, it was during this time that you mentioned that you had also been taking care of the unstable soil that exists at the base of the incline that is on the south side of my property. You said that it was usual during the rains, this area would creep out onto the road. You said that you remove it so the water wouldn't get pushed out into the middle of the road and cause erosion. I was left with the impression that this has been something you maintained for many year perhaps the better part of a decade. During my land clearing, I came to appreciate the quality of the road. I found many ends of trees protruding from under the roadway where the slash had been used for fill and minor retain walls. These trees, used in these ways, had decomposed and became useless. This could explain why the road seems to require an endless amount of maintenance. These practices of using slash also indicated The DIppel's, The Nelson's The Jenks Page 2 February 12, 1999 to me..that the road was built in less than conventionally. standard. ways. That explains why there is little pitch or no pitch on the road surface and essentially. no crown to the road. This also explains why the road was cut through an unstable vain of the decoposed granite that has always been •a problem and is currently sliding onto the road. With the results of the findings by the inspector from Butte County Public works, who came to my property on Tuesday Feb. 9 at the request of Mr. Vieira, the supervisor of the County Building Department. I was told by Mr. Vieira, the supervisor of the County Building Department, that it was his recommendation that a civil engineer- with expertise in geology -be brought to the site, and based on the results of his. finding, the areas of unstable soil be corrected. I believe that his findings were -based on the fact that Mr. Dee.Fairbanks, a licensed excavation contractor, who held the contract to do this job, complied with the building code and used a shelf for the spoil from the excavation. The soil was not compacted because it would never be built upon and would be allowed to return to a natural state of compaction over aperiod of time_ The results of the mud slide as I understood, was because of rain run-off waters, running through this field of unstable soil. This could have occurred due to the excavation above. Or the weight of the soil may have. caused the. area to move- the shelf was not stable as expected. It is all speculation and would be extremely expensive to determine the exact cause of thisextraordinary soil movement. But foremost is the fact that it isn't the spoil from the excavation getting on the road, it is soil that borders the roadway. I told Mr. Vieira, the supervisor of the County Building Department, at this time that this would require a joint efforts by all the users of this road. He said that, that was between us. But an effort is needed to be initiated as soon as possible. . I have taken an informal survey of the traffic count that .comes across.this,eawment. I submit.to you the. following: 'that with each time I use this portion of the road, 12 outer vehicles- either your family, friends, associates etc., of the families that live in this neighborhood; use the road. The road has never fallen in such a state of repair, that you failed to exercise (in the spirit of the law), the right to cross my land. This current problem of the soil sliding onto the road was a pre-existing The Dippel's, The Nelson's The Jenks Page 3 February 12, 1999 condition that was particular to the initial construction of the road. I have taken the responsibility of keeping this clear, however, much more is necessary to eliminate the problem. I feel confident about how a judge will rule on this case. However, I suggest that it isn't the court and attorney's who needs the money, it is the road that need our attention and funds. People, its time to come back to reality. I don't like you and I don't care how you feel about me. You have redefined the meaning of neighbor. But these feelings must be put aside in order that we live together. For the last year, I have seen no attempt to maintain the road. In fact I have personally witnessed people spinning their wheels on their cars and doing "fishtails" which only degrades the road condition more. This land is owned by parents of small children. Cars and truck crossing this land at high speeds only threaten the safety of these children. It is time we author an agreement that will equally divide the responsibility of the care of the road and decide on a resolve for the more serious problems of this road. We must decide to agree, go forward in a constructive way} I offer to estimate the costs of a retaining wall and to design a retaining wall for the problem area (which, may or may not include the expense of the structural engineers certification). I also offer to supply the equipment for the excavation of the foundations for the retaining wall and a portion of the cost of materials. However, I do believe that not much can happen until the end of the rainy season other than keeping it clear. Sincerely, Donald Kepley DFK/dfk cc: Mr. Mike Vieira 7 County Center Dr. Oroville, Ca F y NOTES X RESIDENTIAL 066-510-008 8 99-1451 PERMIT NO. KEPLEY, Donald , 13586 Bader Mine Road, Paradise t ' Contr: KC Con tracting, Heating Oil Tank { J q�_ 31 t SPECIAL CONDITIONS CHECKED 'BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) t Signature s 1 . JOB FINALED (Date) t Signature s V= OK 0 = Not OK - = Not Applicable 'MOBILE HOMES • = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 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 Date 8. Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Date Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Card B-1 Date Card B-1 Date Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cent. Date 10. Exits; Insp.-Sketch Date 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 2. Soils; Compaction -Structure Stability Date 3. Card B-1 Date Card B-1 Date 4. Card B-1 Date Card B-1 MISCELLANEOUS Tz- Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- 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 J = OK 0 = Not OK - = Nnt.Applicable = Not Ready , , RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor D Yes 82. Following Instld./Drive ] Yes ❑ NoMalks :1 Yes :1 No/Planters ❑ Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive * Oroville, -CA * (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Orrina*nces 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. 4, 4-- 4 r - Date UIV 9� Inspector REV 10142 1 ' ' it 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 49Z 4 a4" PERMIT NO. ONfrE—q 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. W, Date V1 In REV MIV/ COUNTY OF BUTTE BUILDING DIVISIOW DEPARTMENT OF DEVELOPMENT SERVICES 411'1-�,Main Street - Chico, CA * (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE 0.92 - 7Z2 0 Z*3 OWNER PERMIT NO. N A routine inspection indicates that the following violations of butte county Ordinances exist at the above addres and should be corrected. Please notice this office when correction of work is cornipleted. 41you have any questions pertaining to this matter, or need additional explanation, pie cont t this office immediately. A - - -Twls 15,<CJej boah Utrl) S',o//S; 14, A -Z -0411,0'e- A a-eJe-s V 0 e- tv he en:!F� C' SAV r Z- I'Al Date J11-1 -,!z Inspector REV 10/921 " Building Owner Building Location ENERGY INSTALLATION CERTIFICATE �+ h • Building Permit 0• l�y •�� DESCRIPTION OF INSULATION ROOF Material Brand Name wg_ws Thickness(inches) Thermal Resistance (R Value) EXTERIOR WALL Material &�r C,YaCf Brand Name Thickness(inches) LZ 1, Thermal Resistance(R Value) —13 - CEILING • Batt or Blanket Type &M+ -t#0_4 "rand Name CLAM Ow of Thickness(inches) q.ii" Thermal Resistance(R Value) '::�o Loose Fill Type Brand Name . Minimum Thickness(Inches) Number of Bags Wt. per bag lb. Area covered(ft.2) i �- Thermal Resistance(R Value) It FLOOR, ELEVATED Material CV t$ Thickness(inches) ` FLOOR, SLAB Material —0 — Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name 0WO." Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name WSW— Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, -is consistent with- approved building d,:partment-plans--and attachments and• con- forms with requirements of Chapter 2-53 of State of California Energy Requiremen FIRM NAE/OWNE-R. STATE CONTRACTOR'S LICENSE NO. SIG'.dATURE OF INSTALLATION LI OR D T I hereby certify the required features, devices, and equipment, ab shown on the approved Building Department plans and attachments have been installed and.conform to the appli- ance standards and Chapter 2-53 of the State of California Energy .equirements. BUILDING CONTRACTOR/OWNER (Please Print) (FIRM NAME) r0 tA SIGNATURE OF BUILDING CON AC R/OWNER HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. e•rvvrCwAvrD 1 (loo %--We —.0 _.—,,,e V ootq PIA ENERGY INSTALLATION CERTIFICATE Building Owner Building Permit # Building Location DESCRIPTION OF INSULATION ROOF Material Thickness(inches) E KTERIOR WALL Material Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) FLOOR, STAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name t Thermal Resistance(R Value) Brand Name = '• ' • Thermal Resistance(R Value) Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name • ` . ., i.. , • ,. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) ' I hereby certify that the above insula Zion was installed in the above building, -is consistent with. approved building d,apartment -plans--and attachments and- con- forms with requirements of Chapter 2-53 of State of California Energy Requiremen FIRM NAE/OWNE_R STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the required features, devices, and equipment, ab shown on the approved Building Department plans and attachments have been installed and.conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. BUILDING CONTRACTOR/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. (FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. c•ro•rr%AVro 1000 NGINEERED WOOD SYSTEMS l4 ficate of Conformance Certificate 0 5 4 0 5 3 To THIS IS TO CERTIFY that the glued (ufactued inoaccordanceidentified wi htthe applicable st ndards ith a collective mark of W od S stems (EWS) weaemanu Engineeredo Jr and associated specifications indicated below: ANSI Standard A19o.1.1992, For Wood Products —Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include. inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. l 1(L� . ,,,�111111fi1111 �W 0 0,0�I 'WO QIP Rq - SI.L m Z v i Coo 4f1 0Akk #1411111110 % by LLJ--- , Thomas G. Williamson Executive Vice President ENGINEERED V10OD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 701ISouth 19th Street • P.O. Hox 11700 - Tacoma. WA 98411.0700 Tolephono: (230) 565.0600 - Fax Numbor: (253) 565.7265 1 o COUNTY OF BUTTE -DEPARTMENT OFl.•� MENT SERVICES -BUILDING DIVISION ol 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541Z�7 T NO. (Rev.12%96) APPLICATION AND PERMIT 99 4 ASSESSOR PARCEL NUMBER 066-51-0-008 ZONING BUILDING PERMIT OWNER DONAL K T TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 777 BILLE ROAD, PARADISE EST CONTRACTOR'S NAME KC RACTING777 TELEPHONE CONTRAC OW MAILING BITIE. ROAD CONSTRUCTION LENDER TRI COUNTIES BANK Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 21.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING'M�6 BADER MINE ROADPARADISE Energy Plan Checking Fee $ $ PERMIT FEE $ S S LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EX Describe Work: HEATING OIL TANK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I WF__ 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 500V OR LE S Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect.POWER License Class Lic. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fKlhe following reason: l I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) 2 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall hwith comply with those prov' ions. X - l Date 2 Signature IF Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWEUJNG ffUP. so OR ADDNS. ( a ACC. sLnS. 3.50FT; NEW CONS . MULTI- OUTLET NON-RESID. CU @7.50 APPARATUS 6 SINGLE OUTLET CI R. EX. OCCU OUTLET OR FIXTURES 20 Q'.00 BAL @ .SO Ex. Occup. . ED ASID°ERa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ PE CONST. :FE TOTAL FEE $ '7� C.0' HAZ. IMP FL00 CDF P PD HD This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON l the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 273257/57.65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE • DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville. California 95965 • Telephone (530) 538-7541 ,Rev. 12A6) APPLICATION AND PERMIT 9 ° ~1000411AW&WASM mm BUILDING PERMIT Lp"ONa SO. FT. OCC. BUILDING VALUATION Owmmv nwaso A0011lee 83 2$ � ? •C3c�le o�c� ��2�Q�s� C'%I V -Z– Tato»ena \ 000,10TOW"CM uNOa uuoon MOXAM A00nete AACWMCr oR 0+0MM AACWMCr Ort 041M is WAAQ ADM=$ I WT ISM Firsolace Total Valuation Is Filina Fee i 20.00 Permit Foe S Plan Checkina Fee t: Energy Plan Checking Fee i i PERMIT FEE i PLUMBING PERMIT Filing Fee 20.00 Ex. Occu P. ounar oe wrn,Ro USEOFSTRUCTURE Each Trap 7.00 —Temporary Service 23,00 Solar or heat pump water heater 29.00 SF O Duplex O Mobllehome O Other Water piping 15.00 elealy Each gas water heater or vent 15.00 TYPE OF WORK New O Additlon O Remodel O Utlgtles O Installation Other •O Gas piping tem 1 - 5 outlets 15.00 Building sewer 15.00 Describe Work: Dn. �,r, Mobile Home S I G1 W 1 @20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing F 20.00 Main Service 000v OR Lim some OR LM 23.00 Main Service --To 1- ) 40.00 Ex. Occu P. ounar oe wrn,Ro 70 • ' °° ew .w Ex. Occu .F=0 APPU48 0R ovnars OV a 5.00 —Temporary Service 23,00 Mobile Home Facilities 20.00 Misc. Wirina I PERMIT FEE I _ (f(/ F MECHANICAL PERMIT I Flinn F 20.00 I Hood 1 1 8.501 1 PERMIT FEt ! Mobile Home Installation Fee $ Energy Inspection Fee i C/ ^ occ 11T. !; P TOTAL FEE $ t 6 K4Z 1 0. ROW► I1D00 co" �MCa IO M iSK This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.3.-B.D. BOR ......MePECTOR nm 61.1100 -APPLICANT ,,_,_, .r1}+�-ir'+t".;.+it'r'ki7.`rr.:1�rR7tiIZ�i.�rk��''��v+t��`f'��'�r�i+i+r'"�Kfn��i:3'•1r+fy{tS:ttiii^'("'�p'�-�%�ti^:J���'"rts�'t''y.t''�-. 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: L K , ASSESSOR PARCEL ER: _ l� ��� O 6 Proposed Building Use: T"/ Building Inspector: Date: At time of permit application, I was advised the following data must be submitted rior to erm�rtissroce 'Mg and/or issuance: P PP , g P P P Date Received By ❑ 1. All items have been submitted.- ---- ° ----------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the prepare 4plans- ---------------------------------- `----------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. -------------------------------- -----------------. E14. Engineered plans, 3/4 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! ---------------- ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees--------------- ❑ 13. Flood elevation certificate. --------------------------------------------. .r ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ------------ ----------------------------- =---- ❑ 17. Planning approval for (A) Use: (B) Parking: ------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. --------------- i -------- 0 -------------i-------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on i E12 1. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------------------------- ------------------ 023. Owner -Builder Verification (Given to owner 0, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------------- .'. ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------------ -- --- ----------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. Other: w.s (Date) When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. ❑Telephone and hold for pickup at office.elf► iver wlth inspector. { Applicant: ��- y ---c. C.\ 0', W2 Date: U � / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D'vis'on counter, by Dat ': Contractor, designer, owner, was advised of the above required data by 11 phone, ❑ mail, ❑ Buil ' ivi on counter, by Da Plans reviewed by: Date: Plans approved by: Z� Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: o- B.=z OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your aign, Please complete and return this information at your earliest opportunity to avoid unnecessary daily` in processing and issuing your building permit. No building permit will be issued until oh verification is received. 1. I personally plan to provide the ajor labor and materials for construction of the proposed: property imp ovement : YES NO 13 2. I HAVE Mr HAVE NOT O signed an application for a building Pt for the proposed } rt: 3. I have contracted with the following person (firm) to provide the proposed construction:=a NAME�.: ::.. ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this :work, but I have hired_ the following person to eoot+diuiDe; .. supervise,oand provide the major wrk: NAME: ADDRESS: CITY; PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to pi+avlde the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: _n S SOCIAL SECURITY NUMBER:_ (.( — DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of to California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION 1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. Foryour protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit.. Building permits are not required to be signed by property owners unless they are personally perfonfiing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible' liability if that person applies for the proper permit in his or her name. Contactors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you ihould . be aware of the following information for your benefit and protection:. ♦ if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and youare subject to several obligations.including state.and.federal income tax withholding, federal social seeurity:taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially.serious with respect to worker's compensation insurance. ' ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their •- work personally or through their own employees, without a licensed contractor or subcontractor, only under•limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner buildee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. - Information about licensed contracprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. - Please complete the "Owner Builder Verification" bn the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. I4Micy, l C. Vi ira, C.B.O. r, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Coda OVER 5NM f9 1.4 Olo6 -Flo -oo8 7/26/99 Page 2 R c4 17 ,i 7/26/99 Page 2 JUL-23-99 09:22 AM JAMES.DIPPEL Fa- cimile Cover Sheet To: IP44115 Company: Phone: Fax: $77-- X33 y From: Jim Dippel 916 8723239 Company: James Dippel, General Contractor Phone: (530) 872-0450 Fax: (530) 872-3239 Date: 7 -z --,P,- 99 Pages including 0 this cover page: P.01 Comments:�oz� R Punning Division J U l 1 6 1999 OroV1118. Califomia JUL-23-99 09:22 AM JAMES.DIPPEL 916 8723239 P.02 DESCRIPTION: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I -A: Parcel 1., as shown on that certain Parcel Map entitled, "LOT 9 OF SCHOTT SUBDIVISION POR. SE. 1/4 SEC. 36, T.23N., R.3E., M.D.B. 6 M.", said Parcel Mali was filed in the Office of the Recorder of the County of Butte, State of California, on October 11, 1982, in Book 89 of Maps, at Pages 662 and 63. EXCEPTING THEREFROM an undivided 33 1/3% interest in all minerals as reserved in Deed recorded in Book 743, at Page 68, Official Records of Butte County. Said reservation did not include right of entry. ALSO EXCEPTING THEREFROM an undivided 66 2/3t interest in all minerals below a depth of 200 feet as reserved in Deed recorded January 26, 1978, in Book 2251 of Official Records at Page 320. PARCEL I -B: All that portion of Parcel 4, as shown on that certain Parcel Map entitled, "LOT 9 OF SCHOTT SUBDIVISION POR..SE. 1/4 SEC. 36, T.23N., R.3E., M.D.B. 6 M.", said Parcel. Map was filed in the Office of the Recorder of the County of Butte, State of California, on October 11, 1982, in Book 89 of Maps, at Pages 62 and 63, and more particularly described as follows: Beginning at the Southwest corner of said Parcel 4; thence along the West line thereof North 28 deg. 31.' 57" East, 120.00 feet; thence North 35 deg. 01' 57" East, 120.00 feet; thence North 46 deg. 29' 57" East, 150.00 feet; thence North 26 deg. 15' 57" East, 30.00 feet; thence North 6 deg. 19' 57" East, 240.00 feet; thence North 7 deg. 15' 03" West, 30.00 feet; thence North 20 deg. 57' 03" West, 153.10 feet to the Northwest corner of said Parcel 4; thence East 209.78 feet to the centerlirne. of Bader Mine Road; thence along said centerline South 19 deg. 30' 28" East, 127.76 feet; thence South 12 deg. 20' 00" West, 134.60 feet; thence South 43 deg. 41' 44" West, 99.53 feet; thence South 13 deg. 15' 01" East, 104.27 feet; thence South 13 deg. 09' 51" West, 94.92 feet; thence South 38 deg. 02' 26" West, 94.55 feet; thence South 67 deg. 48' 40" West, 86.84 feet; thence South 44 deg. 42' 47" West, 169.11 feet to the South liana of said Parcel 4; thence along said South line North 89 deg. 56' 01" West, 115.78 feet to the point of beginning. EXCEPTING THEREFROM an undivided 33 1/3% interest in all minerals as reserved in Deed recorded in Book 743, at Page 68, Official Records of Butte County. Said reservation did not include right of entry. ALSO EXCEPTING THEREFROM an undivided 66 2/3% interest in all minerals below a depth of 200 feet as reserved in Deed recorded January 26, 1978, in Book 2251 of Official Records at Page 320. (continued) JUL-23-99 09:23 AM JAMES.DIPPEL 916 8723239 P.03 DESCRIPTIONt (contimwA) v PARCEL II: A portion of Parcels 2 and 3 as shown on that certain Parcel Map filed in the Office of the Recorder, County of Butte, in Book 50 of Maps, at Pages 49 and 50, described as follows: A non-exclusive right of way for road and pu)J)ic utility purposes more particularly described as follows: BEGINNING at the most Northerly corner of said Parcel 3 thence South 23 deg. 07' 57" West 31.45 feet; thence South 49 deg. 23' 34" East 110.86 feet; thence South 13 deg. 49' 00" East 182.32 feet; thence South 20 deg..47' 28" Last 247.06 feet to the Westerly line of the 60 foot wide Bader Mine Road right of way Deeded to the County of Butte in Book 1934 of Official Records, Page 42; thence North 13 deg. 49' 00" West 245.23 feet; thence North 76 deg. 11' 00" East 30.00 feet; thence North 13 deg. 49' 00" West 201.57 feet; thence North 49 deg. 23' 34" West 156.88 feet to the Westerly line of said Parcel 2; thence South 01 deg. 54' 03" East 4.77 feet; thence South 12 deg. 34' 57" West 30.00 feet, more or less to the true point of beginning. PARCEL III: A portion of Parcel 2, as shown on that certain Parcel Map filed in the Office of the Recorder, County of Butte, State of California in Book 50 of Maps, at Pages 49 and 50, described as follows: A non-exclusive easement for road and public utility purposes over a strip of land 60 feet in width, lying 30 feet on each side of the following described line: COMMENCING at the Southwest corner of said Parcel 2, said point also being the most Northerly corner of Parcel 3 as shown on said Parcel Map; thence South 49 deg. 23' 34" East 146.69 feet to the true point of beginning; thence North 10 deg. 07' 38" East 204.21 feet; thence Northerly along the arc of a 300 foot radius curve concave to the East through a central angle of 14 deg. 02' 00" a distance of 73.48 feet; thence North 03 deg. 54' 22" West 135.65 feet; thence Northerly along the arc of a 150 foot radius curve concave to the West through a central angle of 36 deg. 09' 00" a distance of 94.64 feet; thence North 32 deg. 14' 38" East 66.24 feet; thence Northerly along the arc of a 100 foot radius curve concave to the East through a central angle of 25 deg. 10' 00" a distance of 43.92 feet; thence North 07 deg. 04' 38" East 95.98 feet to the Northerly line of said Parcel 2, said point being the terminus of this easement. PARCEL IV: That certain 60 foot non-exclusive easement for ingress and egress and public utilities shown as Bader Mine Road, as shown on that certain Parcel Map entitled, "LOT 9 OF SCHOTT SUBDIVISION POR. SE. 1/4 SEC. 36, T.23N., R.3E., M.D.B. a M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on October 11, 1982, in Book 89 of Maps, at Pages 62 and 63. JUL-23-99 09:24 AM JAMES.DIPPEL 916 8723239 P.04 DESCRIPTION: /0 All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I -A: Parcel 1, as shown on that certain Parcel Map entitled, "LOT 9 OF SCI1OTT SUBDIVISION POR. SE. 1/4 SEC. 36, T.23N., R.3E., M.D.H. a M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on October 11, 1982, in Book 89 of Maps, at Pages 62 and 63. EXCEPTING 'I'llUREE` is an undivided 33 1/3t interest in all minerals as reserved in Deed recorded in Book 743, at Page 68, official Records of Butte County. Said reservation dict noL include right of entry. ALSO L:XCCP'1'ItlG THEREFROM an undivided 66 2/3% JnteresL in all minerals below a depth of 200 feet as reserved in Deed recorded January 26, 1978, in Book 2251 of Official Records at Page 320. PARCEL I-13: All that portion of Parcel 4, as shown on that.certain Parcel Map entitled, "LOT 9 OF SCHOTT SUBDIVISION POR. SE. 1/4 SEC. 36, T.23N., R.3F.., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of California, on October 11, 1982, in Hook 89 of Maps, at Pages 62 and 63, and more particularly described as follows: Beginning at Lhe Southwest corner of said Parcel 4; thence along the West line thereof NorLh 28 deg. 31' 57" East, 120.00 feet; thence North 35 de:y. 01' 57" East, 120.00 feet; thence North 46 deg. 29' 57" East, 150.60 feet; thence North 26 deg. 15' 57" East, 30.00 feet; thence North 6 deg. 19' 57" East, 240.00 feet; thence North 7 deg. 15' 03" West, 30.00 feet; thence North 20 deg. 57' 03" West, 153.10 feet to the Northwest corner of said Parcel 4; thence Fast 209.78 feet to the centerlihe of Bader Mine Road; thence along said cenLerlihe South 19 deg. 30' 28" East, 127.76 feet; thence South 12 deg. 20' 00" West, 1.34.60 feet-; thence South 43 deg. 41' 44" -West, 99.53 feet; thence South 13 deg. 15' 01" East, 104.27 feet; thence South .13 deg. 09' 51" West, 94.92 feet; thence South 38 deg. 02' 26" West, 94.55 feet; thence South 67 deg. 48' 40 West, 86.84 feet; thence South 44 deg. 42' 47" WeSL, 1.69.11 feet to the South lire of said Parcel 4; thence along said South line North 89 deg. 56' 01" West, 1.15.78 feet to the point of beginning. EXCEP'T`ING THL:I(EPROM an undivided 33 1/3t interesL in all minerals as reserved in Deed re cor0ed in Dook 743, at Page 68, Official Records of Butte County. Said reservation did not include right of entry. ALSO EXCMITING THI.REFROM an undivided 66 2/39 inLeresL in all minerals below a depth of 200 feet as reserved in Deed recorded January 26, 1978, in Book 2251 of Official Records at Page 320. (continued) JUL-23-99 09:25 AM JAMES.DIPPEL 916 8723239 P.05 DESCRIPTION: (continued) PARCEL TIe A portion of parcels 2 and 3 as shown on that certain Parcel Map filed in the Office of the Recorder, County of Butte, in Book 50 of Maps, at Pages 49 and 50, described as follows: A non-exclusive right of way for road and public utility purposes more particularly described as follows: BEGINNING at the most Northerly corner of said Parcel 3 thence South 23 deg. 07' 57" West 31.45 feet; thence South 49 deg. 23' 34" East 110.86 feet; -thence South 13 deg. 49' 00" East 182.32 feet; thence South 20 deg. 47'.28" East 247.06 feet to the Westerly line of the 60 foot wide Bader Mine Road right of way Deeded to the County of Butte in Book 1934 of Official Records, Page 42; thence North 13 deg. 49' 00" West 245.23 feet; thence North 76 deg. 11' 00" East 30.00 feet; thence North 13 deg. 49' 00" West 201.57 feet; thence North 49 deg. 23' 34" West .156.88 feet to the Westerly line of said Parcel 2; thence South 01. deg. 54' 03" East 4.77 feet; thence South 12 deg. 34' 57" gest 30.00 feet, more or less to the true point of beginning. PARCEL III: A portion of Parcel 2., as shown on that certain Parcel Map filed in the Office of the Recorder, County of Butte, State of California in Book 50 of Maps, at Pages 49 and 50, described as follows: A non-exclusive easement for road and public utility purposes over a strip of land 60 feet in width, lying 30 feet on each side of the following described line: COMMENCING at the Southwest corner of said Parcel 2, said point also being the most Northerly corner of Parcel 3 as shown on said Parcel Map; thence South 49 deg. 23' 34" East 146.69 feet to the true point of beginning; thence North 10 deg. 07' 38" East 204.21 feet; thence Northerly along the arc of a 300 foot radius curve concave to the East through a central angle of 14 deg. 02' 00" a distance of 73.48 feet.; thence North 03 deg. 54' 22" West 135.65 feet; thence Northerly along the arc of a 150 foot radius curve concave to the West through a central angle of 36 deg. 09' 00" a distance of 94.64 feet; thence North 32 deg. 14' 38" East 66.24 feet; thence Northerly along the arc of a 100 foot radius curve concave to the East through a central angle of 25 deg. 10' 00" a distance of 43.92 feet; thence North 07 deg. 04' 38" East 95.98 feet to the Northerly lime of said Parcel 2, said point being the terminus of this easement. PARCEL IV: That certain 60 foot non-exclusive easement for ingress and egress and public utilities shown as Bader Mine Road, as shown on that certain Parcel Mai) entitled, "LOT 9 OF SCHOTT SUBDIVISION POR. SE. 1/4 SEC. 36, r.23N., 11.3E., M.D.B. a M.", said Parcel Map was filed in Lite. Office of the Recorder of Lite Count -.y of Butte, State of California, on October 11, 1902, in Book 89 of Maps, at Pages 62 and 63. lir • Z 721 t l� / fl 1' "' It � � c vp rn V x } r N % 04 3A 0 • I N' I q � x w \\ N• `\ J O w rii 47O l y S z \ no's el 90'd 6£Z£Zt8 9T6 13JJia •S3WOr W!i SZ:60 66 -£Z -inn JUL-23-99 09:26 AM JAMES.DIPPEL 916 8723239 P,07 • 61 o _ ♦� iG \> ` Q p O p i I - Jul 22 99 02:17p Randy Wilson Development Services 7 County Center Drive Oroville, CA 95965 Dear Randy: F Davis 530-872-0000 FRED C. DAVIS SUPERVISOR, FIFTH DISTRICT 747 ELLIOTT ROAD • PARADISE, CALIFORNIA 95969 TELEPHONE: (530) 872-6304 FAX: (530) 872-6339 July 22, 1999 I am sending you copies of the papers dropped off at my office by Brad Jenks on Thursday, July 22, 1999. These papers show the concerns of residents on and just off Bader Mine road This is the location of a construction project by a Mr. Donald Kepley. I understand they have been in contact with Mdse Viera and that he said everything would be done to code. My concern is that in preparing the site Mr. Kepley moved dirt in such content that a grading permit should have been issued and that the slope of the grading is not to code. May I suggest that someone from management take a look to be sure that when Mr. Kepley's house comes sliding down the hill, that he doesn't come after the county for letting him build it there. I also do not wish to be named as co-defendants with him in a lawsuit. The chronological list of events that I have included is one that Barbara started here in my office when we first got calls Sincerely, r Fred C. Davis Supervisor, Fifth District p.1 Post -V brand fax transmittal memo 7671 # of pages I, Fro s u Co. Q. Dept. Phone M Fath Fax# 5.38- 7Y70 Jul 22 99 02:17p F Davis 530-872-0000 p.2 Brad and Karen Jenks (2/9/99) called (877-0398 car phone 521-7959) live on 13608 Bader Mine Road (when going up Bader Mine Road it forks, you go to the right. Mr. Donald Kepley is in the process of building a home next to the Jenks, he has had earth moved to create a fill for the pad of his home. The Jenks feet the fill and construction was not done to code and have called the building department about it. This earth moving has created a great deal of problems for surrounding residents. W. Kepley used bulldozers to push dirt across the road. The Jenks were worried that the earth moving would cause problems when the rain started, now the earth is moving from the fill by his home, had toppled trees and blocked half the road, now only one lane. The Jenks say that Mr. Kepley had told the County that the easement for the road was wrong and that it was on his property and the other people had no say in what he was doing. The Jenks have lived at their home since 1982 and the road has telephone and electrial poles along it. The road is in the correct place. The Jenks say this will cause all sorts of problems including blocking medical emergency vehicles from coming through. Fred said to call County 2/9/99 Called the Building Department and talked to Mike Vi4a (7541) he knows about the problem. He has spoken to Mr. Jenks and also Mr. Jim Depple who also lives on Bader Mine Road. (Mr. Dipple claims he has a recorded easement for his part of the road. Mr. Kepley says there is no easement and the County records show no easement.) Public works (re Mike Vieira who spoke with Warren Phillips) will send someone up that is knowledgeable about grading Wednesday, 2/10 (that is as fast as they can get someone out. flooding and trees down from all the wind and rain last night) to see if any work has been done wrong. The building department had Mr. Kepley relocate from his first location because of a cut and fill. The inspectors said that Mr. Kepley, while not a good neighbor, had done nothing that they had found yet to be wrong in building his house. Mike feels that this will, unfortunately for the Jenks, be a civil problem. The road is not County maintained. This will be a dispute between property owners and might have to go to court. The County will not be clearing the road. Mike to get back to me later with any news. I let Karen Jenks know 2/9/99 3/5 This controversy has been in the newspapers. 7/22/99 Brad Jenks came by to see Fred and explain to him that there is going to big damage with the next rainy season and probably law suits as this building site was not to code. Fred to check into. Barbara Gaa Jul 22 99 02s17p F Davis 530-872-0000 p.3 Donald Kenlev (877-8328) Bader Mine Road called 4/1/99 asking the supervisor for help in a problem he was having with the county planning department. He is in the midst of having his house built and feels that the planning department is being extreme in requesting he have an engineers report on the stability of the ground under him home. Please see attached notes on call from Brad and Karen Jenks. Mr. Kepley said his letter to the county from his engineer was turned down, as it was not noted that California licensed the engineer. Mike Vieira (7541) building department, is whom he has been speaking with. His engineer sent proof of his license and inspectors will go out Friday. Mr. Kepley thinks planning is singling him out because of stories in the newspaper about earth from his construction moving across the road and blocking access for other homeowners in the neighborhood. I told Mr. Kepley that the county wanted to make sure that the foundation of his home was safe and that the fill dirt that seems to be moving would not affect his home. Mr. Kepley said that the additional costs that have occurred have strained his finances. I again told him that the county would want to make sure that his home would be safe. RESIDENTIAL S ,glt3146 r w&v-r ro '000A';�OOcr2.1 .�v"'fe- d Ofin. 066-510-008 PERMIT#98-0039 L-1 I r4 40 C- f'/ /-"/te PERMIT Ni KEPLEY, Donald 13586 Bader Mine Rd., Paradise PERMIT E] New Single Family :2 0 *.tV- /,pz5-,L C. try-- OWNER &J 01 /V CONTR. ASSESSOR PARCEL }OCATION ,00 LJ /Q -e& pefr- &k C --t yet,/* I Ig 64;v-"� o C-, �ernp. Power Pole Called PG&E �ernp. Elec. Service Called PG&E iTernp. Gas Service Called PG&E s 013 FINALED (Date) Signature afill y CIVIL r14avf-1=0 _Cur Fico CoNb,710 c S C AUD�-1EDi,,47E .4Ni' �i2o'3cE,vS . _lam .S ATED flE IdAs yoi.cJG Tu tc1�TE lT 77) JV�lloe`�fioLS �EGAD��t/G-= a l'pND �o�Js. hie Geirx-s v,*rL ,`IA!. 54erm4e, I&Av /S 6J67 M MM4-c XO" t • ClI7' 7V f3E 40"f e -P t • ✓ = OK O = Not OK = Not Applicable . = Not Ready Date J UNDERFLOOR (Plans) OK eowept #'a tbacks-Easmenw-Fbod-Sk)pe "J Main; SoOs-Elec. Gmd. / J* Ftg. Depth iV Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteeE/ P Ftg. Depth 5. Stemwalls, Main; Ste"lockouts-Wrapped 6. Stemwalls, Garage; Steel-BlockoutsWrapped 6a. Hjd Downs and Special Anchors Z � � b teelllVrapped 8. P6%; -Fireplace Ftg.-Steel D.W.V.; Fai-F.Wng-Test-2 Way C/OSewer Test 10.E Gas Pipe; Sine Anchors - Yard Gas Piping; Sime Test L-N-ANaW Pipe; Test-ArtclwtsRegularorService Test 12. E" Underground 113-Rieourns & Ducts; Clearance-MaterialSupporHns. --11ZMagrs:SUls-Anchor Bolts•Joists-Vents-Crippies 15. Access & Ventflation RESIDENTIAL (Single & Duplex) Dab FRAMING (Continued) 46. Hangers -Post Caps-AnchorsConnectors 47. Cling. Joist-Rftr. Ties-Purfirrroff Brac: TrussShbng.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Sine & Romeo Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; WdtA4eadroom- Rise-Run-i.andkV-Fwe Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vests-UndeAtr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-Wa UsCerkrgs 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft 63. Ext Steps -Door & Sidelight Protection -Landings 64. Snake Detector 65. Furnace; VentsClearance-Comb, AirConector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sines & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel. Int & Ext 72. Kit Foot & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit Counter 74. Garage Fire Door, Swing -Landing -Closure 75, A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Aw-Meth. Protection 77. Pib., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Fkwr Q Yes 82. Following Instid./Drive 0 Yes 0 No/Walks Q Yes Q No/Planters 0 Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliancereplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -i Comments at Final: 16. Insulation Date - Date Date Card B-1 i Date Card B-1 �- Card B-1 �, f l Date Card B-1 PLUMBING (Permk) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Angors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except 8's 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Sine GFl 29. Subfeed Wire Sine / / ga. Cu or AI-A.C. Wire Size / / to Cu or AI 30. Range Circ. / / ga Cu or AI.Oven Circ. / / ga Cu or Al Insulated Neutral [] Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except S's 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumanc a -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. 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 (Plans) OK except *'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Dab FRAMING (Continued) 46. Hangers -Post Caps-AnchorsConnectors 47. Cling. Joist-Rftr. Ties-Purfirrroff Brac: TrussShbng.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Sine & Romeo Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; WdtA4eadroom- Rise-Run-i.andkV-Fwe Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vests-UndeAtr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation-Wa UsCerkrgs 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft 63. Ext Steps -Door & Sidelight Protection -Landings 64. Snake Detector 65. Furnace; VentsClearance-Comb, AirConector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sines & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel. Int & Ext 72. Kit Foot & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit Counter 74. Garage Fire Door, Swing -Landing -Closure 75, A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Aw-Meth. Protection 77. Pib., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Fkwr Q Yes 82. Following Instid./Drive 0 Yes 0 No/Walks Q Yes Q No/Planters 0 Yes Q No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-Appliancereplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -i Comments at Final: C�� �$ Co��►B'�a''""' ��z��y� �t ��•� �`�� `cis'--� t--- 0�-Z- va X14(dZG � �7✓ /�'� vJ �� / 74� I �p X r rYLav\ Ck()co la - X 1 m; n ® 35 l - t4 os ba5 els y3 cu- cam�t� �P s a� b m• x P© c�,ra �► m �, of mivt 0 per. Co o JAN -27-99 WED 8:33 Env Health -Chico 5308956512, P.04 RESIDENTIAL!S Q dr W61vr fb t4oxl .11-� 4d(1ile d O•. n. !'b rtoc.41C066-510-008 PERMIT#98-0039 WI AA 40 c v/ bAe ®ml' PERMIT N, KEPLEY, Donald _ 13586 Bader Mine Rd., Paradise )WJer QZ vG Woy • PERMIT EI New Single Family p t„r^AeA- //.Iw- %S t- OWNER NO/- 3 � / coNm. AMOSOR PARCEL p� P7a�1` � �3ur j tol•� • �ow►TIoN ao� 1d �o� 9•�!r LJ zf .. Qlmvr /fjJo'c" G �Y 1 x'1:12 'r \ 1• P. Power PON celled PQAE smp. EMc, Service Called PG&E Temp. Gas aaMco i GIMP P8!! 400 PINALED (Date) !ilwatuh JAN -27-99 WED 8:34 Env Health -Chico 5398956512 OK . Not OK aFsinGNTIAI (Single & Dupl®x) Date Card B-1 .0 Dab Card 8-1 Dab Q Card B-1 C p Om Cab -P. . Dass PLUMBING Pwn* OK awso Iy 17. MMeler iflr.; Ak Ba1lb 19. 1Akbr Pipe: tat b Mdror�lai Prolaetiora 19. O.wx lift pOw 6 Andw- Vag Probctiorl 20. Shows Pert %et. Flat FboFllrb Awns 21. Leet lUb 8 Shows, Seoond FlmpT A Awns 22. Got Pipe; Sia Ii Afthom Deb Card 8-1 Dab Card 0-1 Date Card 8.1 Dab Card B•1 Dots ELEC'MICAL l%rw4 OK a wmpl f 23. Finn Q Tmnafmw COomnc&ft Pm%Cibn 24. Ebc- Reoeptedes SpsdV4 phta b Svnf3rm at Door, 25. Slat Oases 8 N0. of COURCI ors Sbplsd 26. Ronex Insbw Cbw b Edge at Sada a C,I. 27. Equip. Ground node upyeMuch FaWam8o rd One A YM✓ W 20. 2 App" Ck ub In Kllchon 8 Candurtr Sis GR 20. Sublad WIm Sias / /gs. Cu or "C. w e See / / 9• Cu or Al 30. RarW CMe. / / pa Cu a A >an Cin;. / /9e Cu or N Inaulalad Neueel 0 tib% 0 No St. Ser &VPJes Conductors It Grow cWsb Dla=,ad 32. Equip. CMaetmm Parmismob"ech. EpLdp, 39. Cieswo Cload Lwd,%MW ughlSpa UpM 34. Smoke Debcar Date _ Cord 13-1 Dar Card B-1 Daus Card 9-1 Deb Cud B-1 Deb MECHANICAL QMmij OKooeapt Iy _ 36. A.C. Ducts !mina !Support 36. Vwd Fort. affto ebwie haubiion 37. Cwdsnate Grsde _ 36. Fvraerret:Ment Accut4amb. AazRearrra AirV" 115 ou0et 39. Alk Access b Ptafbrm it Pinnae= In Aft Dote Cerd 6.1 Dow Card B-1 Date Card 0-1 Date Cord B -t Date FRAMING 0" 01(ex" Vs 40. Sita Proper MaWlels A Anchors 41. W499 SbA"airg Spacing & Braoss4llatas, o 42. Beerkq Wait ors Girders d Floor Ni ft 43. Draft Slop M fth (rat prooq 44. Firs Stops. Fuzed CailrpwSUYsChasera•Tub9 46. Headers A OmmsSis d B•sdng P.95 Data FRAMING (caatu.d) 46. hart rwrost 47. Ctkg. Joia*4 t %§'Pyl*KON &r8r.-W$V Shb,O.40V. 46. Frephee The of in- A F1uta Firtpeps Thmt aumnee 40. Atrc Access; Stn S Romer ProbwlorrDaft alop lrw Betlks 50. Bdrrm vi-srdoars at &&* Dow.= VOL a pM1e1 $1. GNUM Fine Prelsction F*erttkrp S2 Prepwl Lim Fiw ail a Opsrriga 63. Eat Doottow 3jdterit Qanps 3rd Sbty, 2 Ed b 54. SWw w' rrrirtpFie ProbcaW 56. Ptpwoat an Rod Ovedrarq-A* VbroaRelbr DtAfgger% W. SMtlrgft6v lkraser 67. Stuoos Madt O V Soeadit VwftAkaw k Aoast 5L G a*w Ates-Gb= P 69. Sheer Weis: Nebv4wb 90. arms kador r EuAwi r WON Plrrls lac, frtstiaYv►YMefa�etinpe 92. InU►e6or►iVilrWitdewa i OsM Cud 8-1 Data Card B-1 Dab Card 6-1 Dab Cab 8 t OMe FINAL P%m) OK wasp ly OL Ext Sbp•Ooor 8 SkbW ProIaick k errdinq• - e4. Smake Debug► ; 6S Fume00:ria*%,,Cbarence•Gamh.AYCOtIeClor Ij In Gan klW Abows Fbar•Ox"cch. P obcra 69. Sadroaa U tp 97. G.F.I. & Bath Fnosee 8 U AccwwSps 66, El". Trim A &kPwd. Brooker Suss 6 labob 69. Shim & Rails 70. RMPl4as Of Stave. CMveroe•Hearth 71. Else. Ouf is et VMaod Penal, Int 6 EKL 72. IGL Fat d Appisnce; Ground. -Alt Gap4-o i9 Cb-snp� _ 79. E1ee. Ouaete 8 Regeotkates at Kit. Comer 74. GarawFis Door Swbytardkoftsm 75. A.C. Duet N Gsr•ge Demoer 76. MMI: M:; VentrCh anrmeComb. Ak Connsebr•P.R.K � In Geroge: Abse Fbot•Meck Ptoteclion 77. P&L, Else. d Mack Egdp. UsIld Par Ltlaion �. 7e. Etas. Reapdcies in Geroge IG.FIJ4tartec Ptobetion 79. M In Atdc 90. Gwrd rays A Deas ConsraclleonPost Cape 91. Fds. VBt>rtts b Cfaut Hole Dear t)MkHW &VWod Earth Clearance laded under Floor n141 62. Follooft InsWJDrM 0 ova 0 NQN&Iks 0 ties 0 Na+P hUm 0 ties q No , 63. SPAw 9rown•Fk,6h i 84. A.C. LIN10k armml, EledrlcehPkaWMV 66. Vents Above Roof. P nerve b Op0n4gs II& Waw wa. Diaean•eR Etaw"k KwAkg 67. Ex"br Ewe. Trim. Gn. i 66. %kntladon i m od House 99. Glass Probcdw , 90. Corrections tram Prevbus f?twwcions 91. GeV Tsswelers Tagged. Gas•Elecet W?- Wabr 3 Sewer Cormecar ")O b GmJ**O Approval -- $3. Energy Compliance Cseti6eeir011wCeftaba )ate Card 8-1 Date Card 9-1 ]ate Caro 8.1 Data Card 8-1 7810 Card B-1 Daus Card 6-1 :011Metnts at Rani: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 Q 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE Ja N A routine iwpeotion indicotes that the 101o4ving violation, of Butte C0 4ntVOrd?Mn04*oxiwtst the *bow address and should be ewracted. plea" notify the office when correction of work ie oompbted. N you hew any "eations pertaining to this matter. or need additional explanation. N Plewa contact thin office immediately. m P��wf -rw OMIT 0 L U I W U ^:a A _t W 3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA -(916) 891.2751 7 County Center Drive, Oroville,•CA - (916) 538-7541 CORRECTION NOTICE 1 qg- 003? OWNER PERMIT NO. A routine inspection indieatee Beat the tblkvrinp vk0atioro of butte Canty Ordinations *slat at Uf a above addnsa and OwJd be corrected_ piaeae notify th% office wlm vorro tion of was 'a eompbtsd- N You have any queatione Pertaining to this matter. or need additiond explanation. Pies" Cwtact thine *Mat immediately. J} /Aovicle �Ccl'1111'15 r�1 �� •IQli.�l 0� r -1�J /?49(/ r"q rc-r 5& jc f-WA0- t Q '0,4 IVR rJA4 NR FI✓ S�� Nut - e'd( w�0 R � �y 17 /dam ,oGc- L) 14 r� �re"1 4 ACS_Q � LI CP./Sc� •. /� � r�..rt,w�i,p s..r cep- . ti �/� Date L Inspector`,. REV 10W 61001 Date Z s `!� _ Inspector REV 1092 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive,'Oroville, CA - (916) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. OWNER A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office, immediately. j rr 4/�� r- PL•evS -i-,i om t� SAffN . REV 10/92 COUNTY OF BUTTE --- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville,.CA - (916) 538-7541 CORRECTION NOTICE K,*,o)eV C/6 - 003 PERMIT NO. .; A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. S is rimae `v &>V- - vj Nirj),,p -5z ry r Date REV 10192 � �-'h ILi (/�- I of � � C.Oi -�,•r� 4d JAC Inspector -/��W/Z)L= I Mw F LT ENWHE G PHO CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 STRUCTURAL C%ALC ULQTM9 BY: /r—G-T DATE: 6/ l ! SHEET No. 4 OF CHECKED BY: DATE: JOB No. %--- SUBJECT:-S%7-yG77J,A--ifL .��Ti jLS fIMECT: 'D.. f � /3V76 zc�, q,46/,4, C'4,-. Ti'F-N,CS 6 -O yG 0m: '/T G ,011 -le sloN 6�z9�YK7 GONC�FTE —ULT, COW4-le, SM 6We771-1 0,- 96>470,0=-T1 /N 2B a, 4 Ys AS7-1`1 srevCr, �}'44-04>i¢SG r- Iiu I l i-. Luum'l l 7-14 NK SVPP D.e r D �ff 7-X /Z- S r- lfl tZING DEPARTM T s APPROV-P-D Plni Plan F REVISIONS ZONE I REV DESCRIPTION DATE APPROVED pfipr� MINS SUILDIMG DEPARTMP-K 1�0,AP- xppQQv.c-n A 10, `m Sheet 2 of 2 13586 Bader Mine Road, Mag, K C Contracting 777 Bille Road Paradise, Ca 95969 SIZE TFSCM NO. DWG NO. REV SCALE 4� f �7211 ZONE I REV REVISIONS DESCRIPTION DATE APPROVED Round 550 gallon heating oil tank 4" concrete Biu 1r- — IU1LDING DEMRTMEN' XpppovFi) 13586 Bader Mine Road, Magalla Sheet 1 of 2 K C Contracting 777 Bille Road Paradise, Ca 95969 Fuel tank SIZE I FSCM NO. DWG NO. SCALE 11 REV SHEET /JL A400 O.W30 S T R U C T U R A L ---------------------------- C A L C U L A T I O N S ---------------------------------- F 0 R Ht A T I N G O I L T A N K F O U N D A T I 0 N'S D. & L. K E P L E Y 1 3 5 86 B A D -E R M I N E R O AD M A G A L I A., C A 9 5 9 5 4 0U�`� °EPS O\j�;D F- L T E N' G I N E E R I N G 5790"C -LARK ROAD PARADISE, CA 95969 ( 5 3 0) 8 7 2. - 0 2 5 4 F LT EM09MEERNM STRUCTURAL CALCULATOONS v CML • STRUCTURAL T 9q (916) 872-0254 FAX (916) 872-9331 W...DATE: ` / SHEET No. �p OF 3 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 4/SUBJECT: Ole— �/Tif�-C f IECT: �/�"o��� / lll��?,6 e!Fx� 25 QRpFESSIp�,q Wrn No. 32 ar s�91 CIV FOF CAOEl 6/z-f/p�p 7-r = 7 Z )Fri= ---- /fiv�c s 11-7 0. s. 9 x 72. G 9 srrl z") D1,�fxJ,c- - CC c77J F LT EMONEERNM STRUCTURAL CALCULAMN's CIVIL - STRUCTURAL BY.�lsi�DATE: SHEET No. 2 OF 2 (916) 872-0254 FAX 19161 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY. DATE: JOB No. g Fe 9 4 SUBJECT: PSMECT: CD,cJC , �OIJ,�,a S <Co�T) 7x 0 71 -le 7 - Nr 1477W, 3 -ZIP /3 p CI LT EMc oMEE�oNc� CML •STRUCTURAL �ALSTRUURaL CCULATPON' (916) 872-0254 FAX (916) 872-9331 BY: DATE: �/ SHEET No. 3 OF 3 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB Np. �Cs/ SUBJECT: PMJECT: /7 ZD o a. �/ i T (� �8 �¢-•�s' f7 ljt�) �` � c� /2 0.� , li 0 I .1 QN 7r, CLL li 0 I .1 I 71 3Z I cy:) CU 0-) 3Z -JI Lj Ll H 6p • Ol, t Ij I i J 1 Zr J., Lf- I � U I `1 � I d aul J cy:) CU 0-) 3Z -JI Lj Ll 6p t Ij I i J 1 Zr J., Lf- I � U I `1 � I ( J Coo in 1 \��� I C\; _,, J , cy:) CU 0-) 3Z 6p Coo in fF OT -W Wllllh-IPAMIWI i 11 if 1000, LJJ 0 =1 D 2 11 if LJJ 0 11 if .1 0 =1 D 2 ILL, Y2 11 if .1 0 =1 D 2 Y2 ?I Q\ 27 11 if .1 0 =1 D 2 Y2 Li fig �ss v A 'je 11 5-1 A-6 jt' 4 fA *-f,;n if =1 D 2 5-1 A-6 jt' 4 fA *-f,;n if PORTIONOF SECTION 36, T23N, R3E. � OK 5.40 AQ IPDIVISION Ig — 1 / /Q,44'30.00 -30.001-1 30.00 0 X\ i -oz y_ 30.00 O 24AC.f -� -600\\ couNTY OF BUTTE /"---zoo' ssessor s Mop No. 66 - 5/ minty of Rtitte_ COUP 5. _ - L t -•s,Yx .•a:• ���: .c r.i'�w�, w*} _a^u"""♦•S�. . .�,.} .Y' :. �!''0.a7�:�!'v'qta,zr.aw.�y+..,.:fdwwr.•^e-'na"*_a�-'s�.+:tCe-�'eraan+me a�'.c0WAIM MEMO . L��-+sR''1✓��: 5. wL,iT�'ti'•. �'+ T � «r.s.. �`+;'�_ r �':�s p, � l `1 - — - - _ .�-_ , ... .. - .. 'Al 5� ^a �:�i,A►e\'r. ee v 1 .tea : �r � a.�s� a rJ' 3 t c {� Di" CJNRLES IK. s=ESTEEl. AAD LELAN f 'S�q{TES7ElL,�husm AO AND 1gfE; AS CMIIEJES Q% 7W LOAD AS S/A7MlY, AOII Ii AADv+ - ++"y' All 101LLETJIT17LE AADE3LTIQ/ QaM►ANr i A' aK AS MISTEE &WAN A DEED Or MI Sr MIIQRDED AP►1C 1, IM. /N� BOOYT' LT6D, of arfALJAL- RECOMS'Ar; ON AAD AS rAE67[E LAIDEN A CM a% rpVSr Ate: APNIE 6 �K s r , "i>� N {+'k %q I j L. 1 ♦ ,t;' 7 1--64Of afYMU REGIS Ar P"141E AAD AS TAUSTFF 40MOM A GEED OIC T)PCRST RE>CYAPDED A/MAL /P Hi9,1I11 VX N360,1--64 360, O F CL4L fiWaWS AT All 147 AND AS;, TMZTE>r 611ftE1[ A DEED Of, TrlUSr ATdC1 RWO, OCTOmI► of.' IW36 IN all 2020, ar •} +r.� i' " „ry _ e .. OFFICIAL REi101014 Ar AWE 93, JID AEAEllY; aEN/7f ' TPW WE ARE THEt O r P I SOMF /7VW CiGVSENr IS AErESSA Tr >D AltfS o L ' \,\ z a£AR Tr7LE >b SAID tAAD AAO WE ALJIEDI' CJA�1rr rD, TAl F1IETMANTAN AAD MCOMWTVN � SAID NAP -AS SNOW 117TJMR1 G t i x a FAF C1�L11ED Wwvr'LLAIFS i � c ? xw�}L��R ����w.��#..•iy . � i2 �_`4 � �. L � V G'KFi 1.S`-} ,,.fAs .00'L/�i A/'^ /- T,`rt"4,�'�.n`,.'.+"'i`e.r^'" ..yL _"1F u cyt �.iT.� «. . " y ` •_ ► r i 5TFEL - ��- . Ff r"l` i�,++ q'•'t8 ry,•7i. i.II, 1�. } . . Ill.IMLLE e.. '1• ...DFL':, i-: .l'aT':E'wJ.c'' ~'vi y -;ft. .,�. . / Y•a'_ . •t.- -a e ♦ - 1 I!f �\ PIP[IJIK STATE OF WC4/FORM/A ' .ti v t +r a' 1' * ,/j' EASEMENT COVAIM Of i '� PER BK. 1382, • \ 1 O.R., PG 181 ON TN/SJ ��Y o'�i�Pra cw /9VS, WANE ME t�i��G..{h l l 4 A AIonwr PiAKIC AN AND fW TW1 COK/A7Y !' APpEAAED fJl41PLES N! SKKLEST6EZ AWLa"f.. SAt71REY1EEL . A7IQ11'N y Ta YE ro BE rNE PFRSY w 11'rKl Awl ARE $L*1l TO TME RaPiww CERr/fAGTE /MO AOrACMYlDGED SAME- 110 ME� rwr TMET EXEW7ED r1AE ME 'y „i - NY CQ WISSMW 6MIPi:4 - l/' •. e`.'! •,,, w ' 2.Iss .ACRES 1 ' f,�y,,�,Ater ' •� I XV o-'IeM�I�)li[Ktit�M l L sY l.t`I � INDIAN MEADOWS ► / dnr T ► IS' PIPELINE s c+ / I.09 ,,.` , b 4 - I; EASEMENT I 1 1 UNIT NO. 4 I PER BK. 1362. O.R. PG. 181 ' 1 03035'41 - _ AREA UNSUITABLE FOR SEPTIC TANK SYSTEMS ��--- - - -_ ---------- i . j c 2.344 ACRES 1.967 ACRES n / 0 .01 42go AO \ BUILDING Jy, \ J'� . r, t - 'j; 21 NI4054'57"E--' ! 30.00' \ It �•!,%+x'.�.M=,a.�rm•---..n>--.,a.-..�.-�--=*.�..zwrs.:�,R:,Jtww.+�+a.tu.�..n.. .. -.a...-., ..rr•� ��^r,11;.s'i.. .: >=-z. LEGEND._ 0 Fp. 2"I P TA00ED L.S. 3734 0 Ill AW I.P. TAGGED L S. 3734 0 SET 39 I.P. TAGGED L.S. 3734 •0 CALCULATED LOCATION (NOTHING SET) .0. . Fp. MON. AS DESCRIBED SURVEYOR'S CERTIFICATE ROAD FD. 3/i I.P. ----�� TAGGED LS.2D43. 1 S54034M! E 0.34 FROM CAL.C. COR. / AREA UNSUITABLE \ I \ \ 1` FOR SEPTIC TANK 1 �♦ 1 SYSTEMS ------ — — SETBACK wry LuTILITIES TO BERESERVED' IN DEEDS ti N 01"54 Uq N CENTERLINE Of 5d PARADISE IRRIGATION DISTRICT N12°3457"E 30.04 EASEMENT, BK. 1084, O.R.. PG- 328 S 23°07'57' W 31.4$-- ANIS MAP WAS PA.: P. IMr_'? BY NE OR UNDER NY D/R£CT/ON AND WAS CONP/LED FRCW RECORD C4 rA A41 IS BASED UPON A FIELD SURVEY IN CONFORMANCE W/rH r,Vf REOKRREMLNTS Ota' THE SUBDIVISION NAP -n Cr AT TME RE00£Sr OF CHARLES W. SCKLESrUL aN _;;CT. , /97-' • I HEREBY Cmi" THAT /r cavmRN5 rO rHE APPROVED FEN: ArN£A/AP ANDTNECQNdT/aVS orAPWROVAL 7NO4FOf, rH47 ALL PROVISIOWS OFARFUC48LE STATE LAWS AND LOCK ORDINANCES HAVE BEEN COMPLIED WITH. _. GERALD E- =MPTON L.S. 3734 COUNTY SURVEYOR'S CERT/F/C4rE THIS MAP HAS BEEN EXAMINED THIS /B1:4 DAY 01 IPI OV Iy' 1971(9 FOR CONFORMANCE W/TN THE R£OU/REMENTS Of SECTION ""S Of THE QOVERNMENr CDD£. CL Y CASILEBERRY RCE /4224 COUNrY SURVEYOR COUNTY OF BUTTE 15 .00 / r I SEP r/C 'IL13oo w -------- NOTc i A i 1 PART; N LOCATION nor" \ 3. 1 YIM YD �� / N01IfM LOCATION MAP SCALE •' •12M1E / FREE. ? I v j 1586 ACRES o Ill 3A"I.P. TAGGED L.S. 2843 j S1400C(2! W 0.37' / FROM CALC COR 1 I I m / r �E = 2.T 54 ' �yK%AJ't0ED euT�E p/w OPG 42 a0A0 yINE , O p A P Ol�Il" • gAOER 81t 193 ' �\ � 60 M M E 23 I WELD ` /g f0 Ji t°" coUMzr �tJ 2�Ue 1 �Ea / z i ISOA° � A w 3 � Ht ° tip 49�w__��,sDDl..s.2� 0- _ i \ -•� fo. 4 �3{ ROAD 8 2 ql CALC-a3 � q1 2 fpo'" T foR s �USIVE E1SE9�VEO %14O.A .� MON-EX UT1"TtE4• D # �0 PUBIJC IN BK'�'/182. STATE OF CALIFORNIA) pEcAaoEo / COUNTY OF BUTTE )" E _ A NOTeR• PUAL �So49 ON TM/S�� DAY OF Mwia/, 1976, BEFORE M£ M� u�ytLJc• IN AND FOR THE cowry OF BUTT£ PERSONAKtr APPEARED FORRESr d rO1.MG, x40+N rD r! f.7 .46 BE THE PRES/DENT Of M/D ✓ALLEY r/rLf AND ESCROW COrPaNr, A CORPOWATIOk A -W +s `p- TO ME TO BE TME PERSOW Who EXEp/rED rHE CERTIFICATE ON B£MALf Of SAI C'woe 4' AKG ACKNOWLEDGED TO A/E THAT SAID CORPORATION f xfCu rfO rME SAME a = n MY CarY,ISS/ON EXHRES A4. r&. %9iB i • ti y tiLr. ...i..W.. •.. a�....u.warGa,.v....rnwww..rmwwu...w..* NOrAPr M/II/C �\ -Z�_ (� MY. ffL DUSTEICWSKY a •""' "'`�""' - ""'"' PARCEL MAP RECORDER'S CERTIFICATE FILED TN/S I DAY Of, 91 AT �: ss 4., AV BOOK O� PARCEL .M PS Ar POLE __ J AT rME Rmlrsr Lr Lt O/ �+•�9LZ COUNTY RECLWOER COUNTY or BUrrE SER/AL NO 3 / 91 7 . or __ DEPUrr A PORTION OF THE S. E. 1/4 OF SEC. 36 T23 N, R3E M.D.B.aM. A LAND DIVISION OF PARCEL 2 AS SHOWN IN BOOK 50 OF PARCEL MAPS, PAGE 49 THE MAP OF THE LANDS OF CHARLES SICKLESTEEL 720 SKYWAY PARADISE, CALIF. McCAIN ASSOCIATES ARCHITECTS • ENGINEERS • SURVEYORS 95 EAST AVE CHICO. CA. "9926 r U Q co J SCF' V r -i •• 1 U Q co J SCF' V r -i fW_ N� a 117. 0' 112.80" 10 2. 4 8' ter Meter Stub �cqvalian r /on 50�� 7*71qw�� 1.16.3 1' 119,21' ll2,52 0 SL Leacheoch B S L Leach -__ Leoch 1� Leoch�� Leoch Leoch Leoc Leoch LeOCh Leoch LeoCh (50' r e l y ctr 50 L ��ve` road Lot 2 1.96 AC. IRn.n' <�01°�4'03" E 50 L ting Gr f. SO BSL J k � 4Tc Y % o Jw, a ss `Y all 5 o �:34 �7 4A Leach Ledctl- Lea& Leach Ing & DrainageLeach, re tatV MVI 5C BS S'L P n r� c> r) P/ rninirnijrn (nr 1/4" ner Foot) L;nvirunmenyal rieaffn Date Signature Environirntal With JAN 12 1998 Chico, CA 0 VM jr, —'I� -, -L a t t r,u u r 1, u vv u i r i �, t- ���r r i �� 1 4 z---) At a r oother conditions detaits r) the pians, A Ys W =I ,Firm Name Ond Address KL Cortbractinq iiq584 III Pille �Oaj Paradi5e, Ca 95969 f—project Nome and Address Mr., Mr -5, Ponald Kepleq III Pille koad Paradise, Ca C 91 877-8328 7� T 0 e 6J2c %qap1."roM Nd Leach Ledctl- Lea& Leach Ing & DrainageLeach, re tatV MVI 5C BS S'L P n r� c> r) P/ rninirnijrn (nr 1/4" ner Foot) L;nvirunmenyal rieaffn Date Signature Environirntal With JAN 12 1998 Chico, CA 0 VM jr, —'I� -, -L a t t r,u u r 1, u vv u i r i �, t- ���r r i �� 1 4 z---) At a r oother conditions detaits r) the pians, A Ys W =I ,Firm Name Ond Address KL Cortbractinq iiq584 III Pille �Oaj Paradi5e, Ca 95969 f—project Nome and Address Mr., Mr -5, Ponald Kepleq III Pille koad Paradise, Ca C 91 877-8328 7� T 0 e .- - � ,,_, ..._.., � _I _. � . ,,. i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 6Y TRUSS MrIl. (00-KEPLEY - A*) TOP CHORD 2�4 DF -L #1 ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, BOT CHORD 2x.4 :QF-� #1 AND MODIFIED BY TRUSS FABRICATOR*** WEBS 20 DF7L Std/Stdd 75 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDGi LOCATED ANYWHERE IN ROOF, :PLATE8 DESIONEO FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3i WIND TC DL = �0.0 PSF, WIND BC DL O,O'PSFi 'ADDITIONAL LOADING PER TRUSS MANUFACTURER IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO *** *** * ****,* ***** * * *.k* * ***,k*** *,k,k ** * ** * * * **** * BRACE TC 4- 24-00" OC & BC 0 48,00" OC, TC - S15 LB Conc. Load at 12.58 DEFLECIi.1 MEETS L/240.,00 LIVE AND L/180.00 TOTAL LOADt PROV I IDE THAT TOP CHORD LOADS WILL BE DISTRIBUTED EVENLY OVER EACH MEMBER OF GIRDERi 10 PSF BC LIVE LOAD PER UBCi 1.25 PLATE DURATION FACTOR USED, 144V wi . 5y4\\\ W1 . 5X4 0 4 4 I> WSX6 �43X5 145X7:(A2) W5X7 (A2) z L_- 2 - 0, 0_�.j L,2 -o-o-.j 12-7-0 12�7-0 m 0 -25-2-0 O,ver 2 Supports 0 -u 0 R-1604 W-M�' U=630 R-1604 1.1=3.51! U=530 PLT TYP. Wa V e TPI -95\R I Design Criteria� TPI(STD 18,2eB CA/3/1/7/E/�/_!*r1 e ORA 10� HEM TO Hill, 1 91 (11001,1114 INST I ALL w I No) ULISkEl BY TPI (T USS PLATE C ING AND OR to TC LL �30, 0 PSF Er R5 86 - 4419�9 3714).Pllir IN1070TE, 603 D'bNOrRIO OR- SUITE W, HADISON, Ill S OR SAMY PRACIACES PRIOR Pt roilklmd Forsi; ruNC-!ONj, UNLESS 0711cillij$r INDICATED. TOP CHORD SHAI.L HAVE PROPERLY ATTACHED W. TC DL 9.0 �TAT� 12/11/98 STRUCTURAL PANELS, 867TOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID WLING. fURhf$H A PY or 1*1161$ DESIGN TO THE INSTALLX71OR toNTRACTOR, ALPINL ENGINEERED THIS DMON; ANY tAILURE TO � �q 8 C Q L 8. 0 PSF . bRIT'AAL)SR'5986 98346004 CA -ENO JCJ/CWC IN41TANf 011"So INC� SHALL NOT OCfonfspolili Lt rOR ANY DEVIATION FAOH OQILb Tilt missEs IN cotimmANCt wim TPI, OR ILL1116 A]ND PAUMfTINO, HANDLING, SHIPPING, [WALL] 6 AND Am BC LL OiO PSr AL P1 NE BRACING Or TRUSSES, 1111S DESIGN CONfORMS WITH AP P L 4111,t PROVISIONS Or Nos (NATIONAL DESIGN 9"Ir"'t)ON P"L"I'M BY THE WRICAN 'PORCST AND PAW ASSOCIA11011) AND TPI. WINE Ellp. mool TOT. LD 47,0 05F SEQN 9666 CONlit'roRS ARE HADE Or 260A ASTA A653 GRAB DALY. STEEL, EXCEPT A$ NOTED, APPLY CONN I VOHS TO EACH FACE OF 14[19S� AND UNLESS OTHERWISE LbCAT ON Tills DESIGN, POSITIONCON MBAs PER DRA91NGS 160 � I, INDIdAICS ACUPIANCt Or PRorEss ooAL ENGINEERING tilt SEAL ON Tills DRAW1116 11 N i I OUR. FAC. I - 25 qOm SB x1pinq IlIt RESPONSIBILITY SOLELY PON flit TRUSS COHMM -SIGN SHOWJH� (HE tUITAOILItY AND USE or Iiiii PC G SPACINU 24 - 0" COMPOUIENT TOR ANY PARTICULAR BUILDING IS THE RkWlit'811.111 Or tilt 1104DING OCSIONCII, PER I -IM SECTION 2. (600-kEOLFY - AA-) THIS 0WG PREPARED, FROM COOPUTER INPUT (LOADS & D! 1-0SIONS) SUBMITTu OY TRUsS MF11. TOP CHORD 2x4 DF -L #1 **kLOADING.ON THIS TRUSS CALCULATED BY JOB-DESIGNP, BOT CHORD 2x4 DF -L #1 AND MODIFIED BY TRUSS FABRICATOR*** WUS 9X.4 DF -L Std/StUd 75 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8i5O F1 FROM ROOF EDGE. PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7,3.3. MIND TC DL - 0.0 PSF, WIND, BC DL = 0.0 PSF. ADDITIONAL LOADING PER TRUSS MANUFACTURER J_N LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PORLINS TO BRACE TC @ 24.00" OC & BC @ 72,00" OC. TC - 515 LB Conci Load at IM8 DEFLECTfON MEETS L/240.00 LIVE AND L/18OiOO TOTAL LOAD. 1.25 PLA 1E DURATION FACTOR USED. 10 PSF BC LIVE LOAD PER U.BC, PROVIDE THAT TOP CHORD LOADS WILL BE.DISTRIBUTED EVE11LY OVER EACH'MEMBER OF G,IRDER. �10 7 W1. 5X4 0 W1. SX4 4 4 48.0-0 4bo W5% 6 W8X5 W3XI 2 (B 1) WSX7 (A2) 7 CD c: L,2 0 - 0_>J i2-7-0 12-T-0 M c M 25-2-0 OVeO 2 SUpoorts R=16,18 W -M" U-530 9-1432 U-450 PLT TYP. Wave TP11- 5\R Desi gri, Cr, i terl a,t 'TPI (STD 18.268 CA/3/1/,/E/-/- 17scale —,25�'/Ft. S RE U IN FABRICATION, HANDLING. SHIPPING, IOSTALLING AND *�WARNING TROSSE 0 IRL EXTREME CANE W�t F 95986-44200 RACiliis, REFER TO 1110,91 (HANDLING IIISTALLINGANO BRACING), PUBLIPIN BY TPI (IRUSS PLATE of ES TC LL 3,0.0 Pit - I S7 I TUTE. 583 O-ONOFRiO 111 UITE 200. MADISON, 111 53110) , rdg $A11TY PAhCTICLS PRIOR TO I _T 0 11 T E OR TC DL 9.0 ps'� A W� 19/11/98 MOANING vim ruNeviDlis. tSt 0 H RWISE INDICATED, �TOP CII D S1141. IIhVL PROPEW ATTACRb STRUCTURAL WILL$, BOTTOH CHORD SH4I,_1 HAVE A PROPMV ATTACHED RIGID 0ALING. 1 8, 441 IGINEERLD BC DL 8,0 PSF' ORW6AUS0986 q834 1p, 0 ' FURNISH I COPY Ct THIS 13ESIGN TO THE INSTALL010 CONTRACTOR ALPINt EN pkomlffls� "16. SMALL 40T 86 REV WS11H,[ FOR ANY DCVTAIIDN FROM THIS DESIGN: r , A0 A LURE TO BUILD Tilt "Ussrs IN CONFORMANCE IiIIII TPI: -OR Y.A00t 1.1116, HANDLING, SHIPPING, INSTALL1140 AND BRAC1114 V� TRUSSES, mis DESIGN coNrog"s WITH APPCICAhLE PROVISIO0 OF NOS (NATIONAL DES16H B C LL 0.0 PSr CA -ENG JCJ/CwC hiLP I NE SHED y HERICAN FOREST AND PAPER ASSOCIATION) AND JI'l. ALPINE 7� SPEW I ChION PUOLi b THE A I CONNECTOR S ARE MADE OF 204k ASTH A653 dkin GALV. STLEL, EXCCPT AS IIDTED� APPLYCONOCIONS To TO'T. LD. 47.,0 PS� SEON 9669 EACH FACE OF TRUeS, AND UNLESS 01111'rAwlst LOCATED ON THIS OEMN� POSITION CONNECTORS PER Alplij - DRAWINGS 100 A -I,' THE StAt oil HIS DRAWING INDICATES ACCEPTANCE OF PROMIGNAL EhGINEEAING T111 RESPONSIBILITY SOLELY FOR THE `[40$5 COMPONENT MIAN SHOWN, Tit E SUITABILITY AND USE 0 r THIS DUR FAC. 1..25 rkom SB ,,,,0,hdtrcd Prodlic.ts. lFid IL11110, CA -95828, COMPONENT FOR ANY PARI;CU�AO_ OUIL010. IS THE 9I!3PONSjBILlTY bP flit 61111,I)ING DESIGNtit, PER c SPACING a4, 0"' At�IJTPI 1-19A5 SECTION P. 1111$ OVIG PREPARCO FROM CQ14NITER, INPUT (LOADS DIMENSIONS) 5,00tilITED BY TRU$5 11FR. (6,00-KEPLEY 0*) 70 MPH WIND, 15.00 FT MEAN HGT, SBC, TOP CH.ORD.2x4 QF�L #1 ENCLQSED,BLDG. LOCATED 0YWHERE IN ROOF, BIOT CHORD 2x4 DF�L #1 WIND TC D.L � 9.0 PSF, WIND BC DL -m 8,0 PSF, WEBS 2X4 DFwL SU/S00 -jVEROING SUPPORTS 2,00 PSF SOFFIT LOAD. -97 TABLE 7.3,3, PLATES DESIGNED FOR GREEN LUMBER PER NOS IN LIEU OF HL;,(lllNC3 USE PROPERLY ATTACHED PURLINS TO DEFLECTION MEETS L/240.00 LIVE AND L,/180.00 TOTAL LOAD, BRACE TC @ 24,00' OG 4 Ell' IBM 72,001! Oce 1.25 PLATE DURA TION FACTIOR. USED. *k W04 W! 5X4 W 1 5 X 4 4 4 Cz -A-8 - 0 - 0 W3X4 W 3 X 4. 1) W2 6 (A W2X6( 67 4-2 0 - 0---J L-2 -0 0---J 6-4-14 I 6-4-14 -12-9-12 over 2 SUppicirts R�766 1,1-3.5" U=180 R=766 W=3.54' U=180 Desjqj Criteri T D 18.20 CA/3/1 e F L E - ,Scale .375"/Ft. c T -44203 R 6 142 R598,6 -9 R TE EXTREME -CARE IN FABRICATION. IIARDL I NG � SHIPPINr, PLT TYP, Wave TPI IN51ALI ING ANIF I�R_NINGIRUSSES A Ei�"- poill,15HED BY TPI (Itlille1�1'IL01 BRACING. REFER 10 011-01 (IIANIDLING 111STA1.1�11IG AND BRACING) , C R 10 DR-, SU17E 200, MAOISON- W1 55119). FOR sArny PRAcT E $5 T C L L w T C D L P 30 .0 PSF - 9 . 0 PSF 9 .0 P SF -REF F T 12/11/98 D A E 2 DATE INSTITUTE, S83 D'ONOrAIO PERFORMING mic rUHCTIOliS. OfILESS 0111ERWISE )INDICATED, TOP CHORD SHALL HAVE PROPERLY All'ACIIED STRUCTURAL PANELS. BOTTOM CHORD SNIALL HAVE A PROPERLY ATTACHEITRIGID CEILING. GINECUED I� CONTRAe70R. ALPINE EN 'SI(nE B C D L S 8 . 0 PSF 8 0 P F US" 1� W c 007 DRW CAUSR5986 '98345007 I DR A 9 8 98345 (Hit UES16 TO THE A�TALLATION FOR ANY DEVI ON rROM TO$ DESION: ANY FAILURE To tTS fORNISH C OPY OF ;R0M0pU0RTANT TI life, SMALL NOT BE RESPON! INS! -ALLING AND C LL S 0 0 PSF h,,*a CW C CA�ENQ. JCj/CWC CL E I BUILD THE TRUSSES 'IN coNrORMANCE WITH FPI; OR FABRICATING, HANDLIN6, SNIPPIHG a HS WITH APPLICABLE PROVISIONS Of NO$ NATIONAL DESIGN RACING Of 1RUtSES, THIS DESIGN CONFOR, b LP ALP I N E BY TJIE AMERICAN FOREST AND PAPER ASSOCIATION) AN 011E Mimi TOT.ItD. PS 47;0 PSF SEQN 9675 SPECIFICATION PUBLISHED He OF 20GA ASTH A653 GR40 6ALY WI!L� EXCEPT AS NOTED. APPLY 0 CTORS TO CONNECTORS ARE MADE AN UNLESS OTHER41SE LOCATED ON THIS DESIGN, pOSITIDy CONNECTORS PER EACH FACE OF TRUSS, b RIAC DRAW11155 160 A'Z� THE SEAL ON T1115 OWING INDICAlrE S ACCCIPTAIICC OF PAVESSIONAL ENGINEE or THIS C DUR . :AC 5 I , 25 �2 0 M S 8 FROM SB RESPOHSIBILITY SOLELY fGR'TNE 11111�5 COMPONENT DESIGN SHOWN, THE SUITABILITY AND Alpine Eng;inecred Products, Inc, LDIN6 IS life RrSPONtIBILITY OF THE BUILDING DMIINER, PAIII I CULAR 001 USE PER C SPACING 0.. .011 24 . t�d 958 otim FOR ANY Sacrimento, CA 95828 ANSI)TPI 1 1995 SECTION 2. (tXUU-KLFLLY - JVf) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 'WEBS 2x4 DF -L Std/Stud PLATE$ DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ***** 1.25 PLATE DURATIr'r FACTOR USED, ***** 1111S OVIG PREIIARFO FROM C011PUTEII 1N,PUf (LOADS & DIMENSIONS) SUBM11KO BY lRtlh5 MFK. THE MAXIMUM HORIZONTAL REACTION IS 252.30# 75 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCArED ANYWHERE IN ROOF. WIND TC DIL - 0.0 PSF, WIND BC DL - 0.0 PSF- IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @24.00" OC & BC @ 72.00" OC. (6QO-K,EPI.EY MG*) 00 DVIQ PREPAR0 f�ROR COMPUIrli INPUT (I-OADS & 01I.NSIONS) SUBMITTED OY IRIISS IIFR, TOP CHORD 2X4 DF�L #1 - *-*LOADING ON THIS TRUSSULCULATED BY JOB-DESI:GNER*** BOT C OF -L I 21x4 # WEBS 2X4 D.F-L fd/Stud ADJITIONAL LOADING, PER TRUSS MANUFACTURER PLATES DESIGNED FOR GREEN LUMBER PEk NDS,97 TABLE 7.3.31. PC 671 LB Conc, Load at 6,06 IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO 75 MPH WIND, 15,OQ FT MEAN IIGT, SBC, BRACE TC 24.00" OC & BC 0 72,001i OC, ENCLOSED BLDG, LOCATED ANYWHERE INROOF, ' WIND TC DL 0,0 PSF, WIND BC OL - 0.0 PSF. 10 PSF BC LIVE LOAD PER UBG. DEFLFCTION MEETS L/240.00 LIVE AND L/lao.00 TOTAL LOAD, Ij25 PLATE DURATION FACTOR USED, PROVIDE HANGER OR CONNECTION FOR CONCENiRATED 0AD(S) W1 5X4 III' W3X4(R) 4 r— T 143XS 55s 3- -15 Jv c= F �_8 - 0 - 0 W_21X4(A1) W3X5 W3X4 W1 5X4 III G)4 L-2 - 0 - O -4--J 0 r r, —1Q -O -O Over 2 Supports 0 R=757 W=3.5" U=340 R=575 U=3 1 00 PLT TYP. Wave TPI -95\R Design Criteria: TP'I(STD) '�WARNINGII _ 8. 2,e8 CA/3/1/-/E/-/ Scale =.875i'/Ft. TRUSSE'S REQUIRE EXT R114E CARE IN FABRIMION, IIAIIDL ING, SHIPPING, INSY 4L)N4 AND WAG G REFER TO HIO 91 (HANDLING )ASTALL�1116 AND DRAC N PUOL I ISHO BY TPI (THUS PLAIC MST it, FE TC LL 16 REF R5986-44207 I jil 503 U�ONOFRID DR., SUITE Zoo. MADISON, W1 513,116), FOR $ArETY PRACTICES PRIOR 10 PERFORMINli THESE UhCTIQIIS UNLESS OqERWiSE IND I CATO. TOP CHOR" SOAL HAVE PROPERLY ATTACHED STRUCTURAL PANELS., UQTTOM CHORD $HALL HAVE A PROPER LY AITACFEU R1610 T C D L �qk 7 .0 PSF7 12/11/98 CEILING, PlIMPORTAN!"' FURNISH A COPILSOFMINIS DESIGN TO lift INSTALLATION CONTAACTOR: ALP fit ENGINEERED ODUCTSi INC. SHAJ,I, NOT BE RE Pr; 3iotr FOR ANY DEVIATION FROM THIS DESIGN, AN" FAILURE TO 4 B C 0 L 10 .0 PSF DRW CAUSRS986 98345010 =ZALPINE DOILO THE IRINW5 IN CONFORMANCE 141TH TPI; OR rAURICATING, HANDLING, SHIPPING, INSTALLING AND ROO No OF TRUSSES. r THIS DES16N CONFORMS WITH APPI.ICABL (NAIIONAL DESIGN E PRovisiolis or Nos SPETICATIO4 PUBLISHED BY THE -I!EktCAII FOREST AND PAPER ASSOCIAIIDN) Alto TPI ALPINE -P Small 13C LL 0.0 PSF — CA -ENG JCJ/CWC CONNECIOUIS ARE MADE or ZOGA ASIM A653 GR40 OALV. STEEL, EXCEPT AS NOTED� APhY CO N HECTORS 10 EACH FACE or TRUSS, ANI) UNLESS OTHERWISE LOCATED Oil THIS K$16N, POSIlIo" roNomoRS PER TOT LD. 33 .0 PSF SEON 56P,7 Alpine Engiricered products, Ine, DRAWINGS 160 h�Z, THE SEAL ON Till$ DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON511111ITY SOLELY FOR Tilt TRUSS COMPONENT DESIGN SHOWN, tHC SUITABIL17Y AND usl: or iii�% DUR . FAC 1.25 FROM SB SflCrflIIIC;flO, CA 95828 If I FOR ANY PARTICULAR BUILDING IS THE RE�P(Hfilfllllly OF THE wn,nING OCS16NER, PER 'A 'I"TP,; "gos SCCIJON 2 SPAC1 NG 24. 0 (6.00-KEPLEY EJ3--) THIS DVIG W�PARID I -ROM COMPUI17R INPUT (LOADS & DIMCNSIONS) SUBMIIIED BY TRUSS MFR - TOP CHORD 2X4 DF -L-#1 75 MP14 WIND, 15.Qrj FT MEAN HGT, SBC, BOT CHORD 9X4 QF -L #1 ENCLOSED BLDG, NOT LOCATED WITHIN 4i5O FT FROM ROOF EDGE. WEBS W DF -L #1 WIND TC DL = 0.0 PSF, WIND BC DL - OiO PSF. IN, LIEU OF RI,GID SHEATHING USE PROPERLY ATTACHED PURLINS TO PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7i3�3- BRACE TC 0 24.00" OC & BC @ 72-00" OC- DEVLEC-TIO.N MEETS L/?40.00 LIVE AND L/180.00 TOTAL LOAD. 1,25 PLATE DURATION FACTOR USEDi 'A'*kw* R-116 10-0-4 4 r— T 2-3-15 co C: W2X4(Al) R-50 U-180 m -0 L-,-,-2 0 - 0—>L �-�A - 0 - 12 0 �-6-0-0 Ove� 3 SupportS---�- R-308 W-3.5" U--180 PLT TYP. Wave TPI- 5\R Design Criteria: TPI(STO CA/3/-1/ le –.375"/F.t. Sca 1 —WARNING— REQUIRE CgTREME CARE IN FAUNA "11011� MANDL I NO � 5111,PPING. INSIAMNG AND U 0CING. RIM 10 1110,9 (HANDLING INSTALLING AND ORACINd), POUISHED MY IPI (IROSS 4AIE TC LL 61,1 16.0 S REF R5986 -442N t1ISMUIE, 503 O'ONOfR 1 0 OR ITE 200, MADISON, WI S3110). FOR $A CT� PRACTICES PRIOR TO, PtRtOAHIkG THBE fUNMINS, 6NOCSS OT'itAWISE INDICATED, TOP CHORD SMALL MAYIE PROPERLY ATTACHED W. T C D L 7. 0, PSF bATE 12/11/98 Sl a OCTURAL PANCO, BOTTOM CHORD SHALL HAVL A P904ALY ATIACHO RIGID CEILING. *�iliu,0001— FURNISH A Copy or THIS otSl�'j to 111ttM14LATIO4 CONTRACTOR. ALPINE ENGINEERED RODUCTS. ING, ShAL1, ilot oc AbPoNstact FOR kNy ocv1,ATioN FROM THI DESIGN; ANY FAILURE TO , . 9 1 . D, D L 10. 0 P$F DRW CAUSAS986 98346013 - 0 !Nt� ENJPPJhG� 101ALLINt AND I , -qfA0UItALTIAG, MANDL HUIL lilt itiliS$ES IN --fA *Bc L L o. o Psr CA -�NG JCJ/CWC AALP I NE (Sjd�j�tohrowt t!jjA APPiLICAULE PROVISIblis Of 110 (NATIONAL DESIGN P I NE it MIRICAlt FOREST ANU -PAPER ASSOCIATION) AND IPI , ALPINE K*, WWI TOT Lb,i 33. 0 PSF SEQN 9641 3 046 %,V, STEEL. ExCEpj 0 1461to. APPLY dONNECAOS TO tONNECIORS ARE MADE Of 206A, A91H AO� DESIGN, POS EACH FACE Or IkOSS7, Alit) UNLESS OtHtRWISC LOCh ED 04 IRIS PER A.t. I WE SEAL ON THIS 13RAWING INDICATES ACCEPTANCE. Of PROFESSIONAL EN01IMM!"a . DUR PAC. le 25 FROM, SB ORAIIINGS 160 ts, Inc. R 3NNSIBILOY $01.1LY Ed tilt TRUSS COMPONENT DESIGN SHOWN, tilt SUIIAOILTTY AND USE Or THIS Aiphic Efigineacd Pr6dur (UPONENI OR ANY PA011CUtAk 110ILD00 IS THE AESPONSIOIL ITY Or lilt DUILDING DESIGNER I PER SPAC I NG 24. 0" Sacrpoi0itd, CA 95828 ANSIJTPT 1'1995 SECTION 9,� (aO.O-KEPLEY - EO*) TOP CHORD 2X4 DF�L #1 BOT CHORD 2X4 DF -L #1 WEB$ 2X4 OF -L #1 PLATES DESIGNED FOR GREEN LUMBER PER NDS�97 TABLE 7-3."1 11115 OV1111 PREPARF0 FIM COMPUTElt INPOT (00S & DIMENSIONS) SURIll'I'M BY TRUSS Mrg, IN LIEU OF RIGID SHEATHING USE PROPEKY ATTACHED PURLINS TO BRACE TC @ 24-00" OC � BC 0 7a'.00" OCo DEFLECTION MEETS L/240,00 LIVE AND L/100,00 TOTAL LOAD. 8,-8-2 r IR -42 + ca 0-3-8 +8-0-0 C Z 'M m W2X4(Al) I -n L<-2 - 0 - 7---J 4-1-,8 QVar 3 SupporLs -j R=95 W-3.5" R-36 IT7 Design Criteria: TPI(STD 18.2e8 CA 3 8V-1- Scale PLT TYP. Wave TPI- 5\R, )CATION, HAHOI. ING, SHIPPING, ImsTAILI.ING AND 210 TRUSSES RErMIRE ExIREK CARE IN TAUB TC LL 16; 0— P,S F REF R5986-44 --WARNING'* it (HANDLING IMSTA�LIHG AND BRACING), PUBLISHED BY Till �TROSS PLATE VES Bows. wER TO 1110,9 , CTI NSTITUIE� 603 D'ONIOrRIO DR.. SUITE 200, HADISON, III Simi, roA SAFETY PRA C$ P TIOR 10 SF— DATE 12111 /98 1 1 ACHED W. TC DL 7,0 P PERFORM No 111LSE- FUNCTIONS, UNLESS OIJIERWIS( INDICATED. TOP CHORD SRAILL HAVE MPERLY At! I —�RW CALIsg 98345011 STRUCTURAL PANELS, OOTTOH CHORD SOALL HAVE 4 P40PERLY ATTACHED RIGID CEILING. 5986 "IMPORTANT'A FURNISH A COPY or THIS DESIGN To THE—INSTALkATION 00111RACTOR� ALPINE ENGINEI'M BC DL 1,0 0 PSF ESPONSIBLE FOR ANY,-OMAVION FRod THIS DIISIANI ANy',,rAI(URt TO PRODUCTS, [PC, SHALL NOT BE III —'F AD10 JJIG, HANDLING. SHIPPING. 14 ALLI G Alto ro BC LL 0 0 P$F CA -ENG JCJ/CWC BUILD 111C TRUSSES IN CONFORHANCE WITH TRII OR CV HRAIING'or TRUSSES, THIS DESIGN CONFIRMS WITH !PPLICAULE PROVISIONS Or NOS (41tio"t USION KLP I N E SPEC r I ATION PUBLISHED DYJAC AHEAir,,,N FOqrSj 4110 PAPER ASSOCIATION) AND tP I , 1, 'PINC - f Ir TOT, LD. 33 . 0 PSF SEQN 9696 CONNECIORS ARE HADE or 2oGA ASIM A653 GA40 MY, STEEL, EXCEPT A$ 1101M APPLY CON11MTORS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C DRAWINGS 160 All. THE $E,41. Oil THIS DRAWING INITICAJI:t ACCEPTANCE or PRorissioNAL EmBEERING DUR, FAC. 1 . 25 FROM S B Alpine Engineered Pf0dUICtS, 111C. ArsponsiouiTY SOLELY FOR TIB: iRost cohPohm nE.SiGH sNowN. THE SUITABILITY AND USE or Fins c Sacrunici to, CA 95828 co"PoRENT FOR AN) PARTICULAR BUILDING IS 7111 RESPONSIBILITY Or THE BUILDING OESIG10, PER SPACING 24. 0 ANSIJTPI 19 5 SECTION 2, Plt��[Wcj) I -ROM COMPUI17R INPUT (LOADS & nllJCNSl0NS) SUBMIIJED BY TRUSS Mi. (6.00-KEPLEY EJ3--) I—Th.) rwn*n qyi (`IF�I 41 75 MP14 WIND, 15.Qrj FT MEAN HGT, SBC, (6.00-KEPLEY - EJ4**) THIS DW6 PREPAR0 FROM COMPUTER INPUT (LOADS & DIMENSWNS) SUB11ITTED BY TROSS HFIt. TOP CHORD 2x4 DF -L #1 75 MPH WIND, 15.00 FT MEAN HGTI SBC, BOT CHORD ?-x4 DF -L #1 ENCLOSED BLDG, NOT LOCATED WJTHIN 4 ' 50 FT rPOM ROOF EDGE. WEBS 2X4 DF -L #1 WIND TC DL - 0.0 PSF, WIND BC DL - G.O�PSF. IN LIEU OF RIGID:SHEATHING USE PROPERLY ATTACHED PURLlNS TO PLATES DESIGNED FOR GREE -11 LUMBER PER NDS -97 TABLE 7.3.8. BRACE TC 0 24.0V OC & BC @ 72.,00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/18040 TOTAL LOAD. li25 PLATE DURATION FACTOR USED. SHIM ALL SUPPORTS SOLID TO BEARING, ++ ANCHORAGE REQ'b TO PREVENT TRUSS FROM SLIPPING OFF BEARING. R-30 U=180 O -3-V. +10-7-14 4 r— 10-0-4 R-311 W=1.5"(++) U`400 0 - 0 RN W2X4(Al) m R-37 U=180 rn c) L--2 - 0 - 0 —3-10-8— > < Z �---1-10-15 over 4 Supports Zj ll,�265 W-3.5" U-180 9-0 m OLT TYP, Wave TPl-, 5\ R Design Criteria: T I PI(STD 18.2e8 CA 3 7t-1 - Scale -.375"/rt. **WARNING'- TRUSSES REQUIRE EXTREME ORE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 16.0 PSF REF RS986-�44215 REFtP TO 1110-91 (HANDLING INSTALL INGOANDkORA00) . P1190SIO BY IPI (TRUSS PLATE VL 503 114NMROIOSN�LSL" E 00. HAD $ H. 1 53719), FOR SAFETY PRACTICES PRIOR TO IMST U ' it t I DATE 12/11/98 PERFORMING THESE 0 Ott N � ES dlaRVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY A7TACNrb TC DL 7.0 PSF STRUCTURAL PANELS, 00,11011 CHORD $HALL HAVE A PROPERLY ATTACHED A161D CEILING. a 1 1 OiO PSF DR\W CAUSR5006 98345014 iIMP0RtANT*-1 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACTOR, ALPIBt tNdlNtERtO BC, OL PROOdCtS. INC, SHALL NOTI BE REAPONSIbLE FOR ANY OE V, ATION FROM THIS OCSIGN.: ANY FAILURE TO BUlLb IRE TRUSSES IN C%ORHAllCJ WITOJPI�W-011j FAbRICATtRO. HANDLING. SHIPPING, INSTALLING AND BC LL 0,0 PSr CA - F0 JCJ,ICWIC N I ,, AC144 Or TRUSSES� N IS10CWH MrORMS W III A P P609L( PROViSJONS OF -80t (NATIONAL DESIGN A L P I SPteIrICATION-PUDLt EDGY !BE I XORMAN toRtST AND PAPWASSOCIATION) AND TPI, AIPlNt �� TO TOT. LD. 3340 P S F SEON 9644 CONNECTORS ARE MADE Or. 20GA-AS H A653 CR40 6ALY� SUIL, EXCEPT AS NOTED. APPLY 00WOR� - wo FACE Or TRUSS. AND UNLESS OTHERWISE kOCAItO ON 11115 DESIGN, JOS11ION CONNECTORS PER IH�. DRAWINGS 160 A-1, THE ItAL 0111019 DRAWING INE) CAtES ArCfPTANCj or PROFESSIONAL 0GINMINt. bUk FAC. li25 �FROM SB RESPONSIBILITY tO(ELT OR THE TgUtl� wpowr bES!GN SH4HN� 1BE tDITABItIly AND USE Dr 141S Alpine 8nginedred Products, Inc, COMPONENT FOR 0Y PARTIOLAh BUILDING IS THE AtSPOSIDILITY Or THE BUILDING OESIGNU, PER C Sacramenlb� CA,95828 ANSIjTPI 1-1996 SECTION 2. SPAC ING-24 � V THIS 1)�44 11AFI)AREP FROM COMPOTrit INPUT (LOAD$ & 01110SIONS) $116MITIEP BY IRLISS 1`11' (aoO-KEPLEY EJ5**) - 75 MPH WIND, 15.00 IFT MEAN HGT, SPC. TOP CHORD 29.4 DF -IL #1 ENCLOSED BLOG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. BOT CHORD 20 DF -L #1 WIND TC OL - 0,0 PSF, WIND BC DL - 0.0 PSF� WEBS 2x4 DFmL #1 IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00 OC & BC @ 72,00" OC - PLATES DESIGNED FOR GREENLUMBER PER NDS -97 TABLE 7.3.3, 1 **'*** DEFLECTION MEETS L1240,01) LIVE AND L/180,00 TOTAL LOAD, 1.25 PLATE DURAT10N FACTOR USED. ++ ANCHORAGE REO'D TO PREVENT TRUSS FROM SLIPPING OFF BEARING� $HIM ALL SUPPORTS SOLID TO BEARING, R�79 U=180 0-3-11 11-3-14 4 10-0-4 U=180 > R-331 t C 8-0-0 0 CD W2X4(Al) R=211 U=180 rn m 0 coo L -Z-2 0 - Q --L<-3 - 10 - 8— 4�9-3 10 - 1 C Z g-'10-1$ Over , Supports R-263 W=3.5" U=180 -n rn Design Criteria: TPI STO 18. 2e8 CA/3/ Scale. =.37— F OLT TYP. Waie TPI:95 R NJ NG- ' THU SES REQUIRE EXTREME CA -5 FABRICATION. IIAZL-jpr,$NiPPI!1G. I"SlALLING AND OJESS10. TC LL 16 . 0 PSF, R[F R5b86-44217 IMSTALLING AND BRACING). PUBLISHILO By fPI (TRUSS PLATE 0 ING, REFER TO 11110�91 (HAND1,10 . MADISON, WI 53710). FOR SAVY PRACTICES PRIOR TO DATE 12/11/98 II ITUtC, 593 D'OHOFRIO DR., SUITE 200 W. TC OL 7 .0 PSF P roRMINd THESE rolicrions, UNLESS OTHERWISE iNDICAT0, lop CHORD SHALL HAVE PAOPfRl.Y ATTACHED CTURAI PANELS, 40110H CHORD SHALL ll�Yf A PROPERLY ATTACHED RIGID CtILINII, .9 DL 10 . Q FSF DR14 CAUS115986 98346015 CONTOCTOR, ALPINE EMOINEERLO BC BHT N roNmIS1,1,A.C1P1 01,T1 I S DESIGN to lilt INSIALLATION. URC TO I C ESPO I ANY DEVIITIDIN FROM THIS QCSIGH� ANY rAIL Willi TPIj OR rADRICAT No. HANDLING, SHIPPI G. INSTALLING AND 0 ucTS lie. SIJAJ.L OLE 1`64 BC LL 0.0 PSF CArENG JCJ/CWC E I WITH APPLICI DESIGN BUILD IN RUSSES IN CONFORMANCE ABLE PROVISIONS or No (NA'tIQI,AL &VIMI CZALPI N E BRACING OF TRUSSES THIS DESIGN CONFORMS EST AND PAPER ASSOCIATION) AND ITI, ALP I ME TOT.LD. 33.0 PSF SEON 9647 I PEcjrJCATJON PUBLI'llEn BY THE AKRICAN FOR -STEEL. EXCrPT AS NOTED. APPLY CONKCIDAS TO CONPICCTORS ARE MADE or ZOGA ASim A653 GR4Q 4�0. EACH FACE Or TRUSS, A�ljo UNl.(9S OTHERWISE LOCATILO Oil 1111S DESIGN. POSITION COHNECIORS PER AC. 1 a 25 FROM SB DRAWING INDI , CAJrS ACCEPTAJNCL 0, PROFESSIONAL ENGINEERING DUR.F tilt SEAL Oil THIS H, THE SHITAB ILttY AND USE or THIS RESPOHSIBILITY SOLELY FOR THE IkOSS COMPONENT DESIGN SHOW C Alpine Engincered Producls, Inc. co8po 11 ENT FOR ANY PAMCULAR BUILDING IS THE RESPONSIBILITY OF TH(L 001101ING DESIGNER, PER SPACING 24 0 Sucraluento, CA 95828 ANSI/IPI I�l "5 SECTION 2. ........ ... ... W! 5X4 III 4 -fl,8-8 -4 0-11-15 A. 8,0-0 z W2X4(Al) W1.5X4 III m m 00.0 L -C-1 - 9 - O -;;J < D01 2-0�� �®r 2 S I LIP r L s R=130 m own, PLT TYP- Wave TP1- 5\11 Design Criteria: TPI(ST 18.2e8 CA 3 1 E - Scale -.375"/Ft. NG , SHIPPING, INSIALLING AND F R5986-44218 ,WARNING'- TRUSSES REOIIIRE EXTRE CARE FABRIIATION, IIANOLI AT( E Tc LL 16.0 PSF RE BRACING, REFER TO IfIB'91 (HANDLING INSTALLING AND BRACIIIG)� PURIISIIED BY TPI (THUS$ PL bfHst 511 tOTE b63 P'9119FRIO DR�j SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO TC DL L 0 PSF DATE 12/11/98 pl"RFORHIN� I NYE PROPERLY ATTACHED E HESE FUNCTIONS. uoLcSs oflIERWItt INDICATED, TOP CHORD SHALL H, STRUCTURAL PANELS, Bolrom CHORD $HALL HAVE A PROPERLY ATTACHED R1610 CEILING, 1Q. 0 P5 F DRW CAM59815 9045021 NTRACTOR. ALPINE ENGINEERED Bc OL —IMPORTANT— FURNISH A,COPY,QFTHIS OESjGll TO THE INSTALLATION CO LURE 10 PRODUCTS, INC, SIIALL 1101 E RE PO W S� LE TO ANY DEVIATION Fju)H 7111S DESIGN; ANY FAA IPA -ENG JCJ/CwC BUILD THE TRU55CS IN CONFORMANCE ITO TPI- 09' FAURICATIOG, PANDI.INGt SHIPPING, INSTALLING AND Bc LL 0. 0 PSF CA THIS OE5]Gfl roilfURMS Willi APPtjICABLt FRovisIoNs or Nos (HAIIONAI. DESIGR BRACINGCOFITRUSSES� E�1*9. 4 ALP im SPEC it I AT Oil PUBLISHED BY lilt AHCRicm rogril, AND PAPER ASSOCIATION) AND TPI� ALPINE CONRECtOO ARE MADE or 2oGA ASTH A651 6R40 GAY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO TOT. LD. 33. 0 PSF :SEON 9708 IGN, POSITION CONNECTORS PER C 2 FROM EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATLO ON THIS DESP ANCE GINCERING S A INGS Ito k1. THE SEAL ON THIS ORAWIN4 INDICATES ACCE 7 or PROMSIONAL Eh DUR - FAC, I - 5 AtspoNSIBILItY SOLELY FOR THE TRUSS POHPONENT DESIGN 51100- lilt SUITABILITY AND USE or THIS Alpine Engineered Products, Ine. COMPONEN G I$ lilt RCSPONSIBILItY Or THE BUILDING DESIGNER, PER SPACING 24t 0 Sacramentq, CA 95828 IT FOR ANY PARTICULAR BUILDIN ARSIJTP 1 19911 �LCIIONJ 2, (600-KEPLEY SJ3*) Tills 0WG 111VARED FR011 COMPUTER INPUt (10ADS Djm�NSJITNS) SUB14ITnD BY TRUSS MFR. 76 MPH WIND, 15-00 FT MEAN HGT4 SBC, TOP CHORD 2x4 DF-L*#1 ENC , LOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF�FDGE. BOT CHORD 2x4 OF -L #1 WEBS 20 DFWL Std/StUd 14IND TC DL - 0.0 PSF, WIND BC DL = 0.0 PSF. :tt Slider 2x6 DF -L #2: BLOCK LENGTH 2.750' 1 DEFLECTION MEETS . L/240.00 LIVE AND L/18O.:QO TOTAL LOAD. PLATES DESIGNED FOR GREEN LU14BER PER NDS -97 TABLE 7.3.3, 1.25 'PLATE DURATION. FACTOR USED. THIS TOP CHORD To BRACED AT 24- OiC. 9=57 0=100 W5X7 (R) V13X4= 10-8-2 4 W! . 5X4 Ill W3X4-, > 0-6 F� 8-0-0 U W2X4(Al) m W1 . 5 X 4 111 1,13 X 7 W1 . 5X4 III W3X6 (C6) G)) m L<-2-0-0 J-i� —6-0-7 m 4-0-5 a 0 z < ��-12-0-0 Over 3 Supports R-459 W-3.5" U=190 'R-276 U=18,0 Scale -.375 Ft, PLT.TYP.. Wave TPIw 50 Design Criteria- TPI(STD 18. 268 GA.P,3 /U - /F/ - -44222 FhHRICAYION, HANDLIRG' SHIPPINQ. MIALLING AND 16 .0 PSF REF R5986 I;wARNING*l TRUSSES REOUIRE EXTREME CARE IN I TC LL RACING. REVER to 11110-91 (HANDLING 14STALLINt AND bRACING) �HiPUULISOD BY IPI (TRUSS PLATE VES I - 583 wohmio ok,� SUIIC goo, HADISON, IT 53116 FOR SAFETY PRACTICE1 PRIOR 'to TC DL 7 i 0 PSF DATE 12/11/98 PIEISJITUIE 4S. UNLESS OTHERWISE INDICATED, TOP C RD SOLL HA:Vf PROPERLY ATTAC410 wi RFORHIh THESE FUNC) iOl ILY ATTACHED RIGIb CEILIN4, 10 .0 PSF DRW VAOSR5086 98345017 STRUCTURAL PANELS, BOTTDH CIIGAI) SHALL HAVE VPROPtF ATION CONNAC '�RHPORTANIT*' PUKH'Itil A tOPY,0F, THIS DESIGN TO�Ia- INSTALL TOR. ALPINE E116INMED BC DL ON (ADM THIS DESIGN; A Y FAILURE TO ROWS IN lb)a I INSTAL L INA AND 0.0 PSF CA -ENG jCJ/CWC 000CIS, I No. SHALL Not BE JiEtPONSIBLE FOR ANY..OEVIA BUILD THE I R IIAIH)Llhd� BC LL RACtilld OF TRUSSES, THIS DttMW WIFOR11i"41 111 11 ICAOLt PROVISIONS OF DS (NATIONAL MIGN ALPI N E APECIFICATiON PUBOSIdED BY flit AlIERICAN FOREST LAND PAPER ASSOCIATION) AND TP1, ALPINE 0 T i, LD . 33iO PSF SEQN 9683 CONNECTOR$ Akt� WE or 20dA 'ASTM U53 OR40 4ALV, StEELI. WEPT AS NOTED. APPLY UNNECTURS TO LAdh rACt At TROSS, AND UNLESS OTHERWISE 1,001to, ON THIS DES16H, POSITION CONNECTORS PER LK I lid FROR S B DRAWINGS Till SEAL Qh THIS, DR'AWI,qG I "010TES AWPIAncr OF' PROFESSIONAL ENGINE! DUR. FAC SIBILITY SOLELY FOR lilt tRUS5� 0HPONEH r IT r Sid I I SNONUJ� Till SOTAOILITf AND hSt OF THIS A pioe Eh litilt FAR ANY PARIICULAR POLOING 15 THE RESPONSIBILITY OF SPACING 2 4 0 I IT 9,1incerca Prpodqgtso Ind, ""'N flif BUILDIN4 USIGNtA, PER raj� COHPO Icilt C )5 0� A � I I I Satramento, CA 95828 ANSI/ P 106 SEC11ON4. PLATE I VAX. TED LENGTH (X30 2-8-0 2X4• D-1-0 3X40 8-7-0 2X4 `SPF LUMBER GRADES MAX. LENGTH TITHOUT BRACING 1`0 A • I/ STRONGRACE ARACE As) 2X4 F.L. LUMBER GRADES UA><. LENGTH` 1ITIIOUT BRACING (N,) • : `�T T/°STROtiS9ACC BRACE (S 1 STANDARD 3-370 7-4-0 STANDARD 3-5-0 779-0 STUD 3-3-0 7-4-0 STUD 3-5-0 7-9-0 99' 3-3-0 7-4-0 Na' 3-5-0 7-8-0 ,M I/N2 3-5-0 7- -0 N2 3-7-0 8-1-0 SS 0-0-0 7- •0 (-" 01 3-8-0 873-0 N1 k ,BETTER 3-9.0 8-5-0 SS' 3-10-0 0=7-0 SM It is the responsibility of the building designer and truss fabricator to review this drawing prior to cutting lumber to verify that all data including dimensions and loads, conform to the architectural plans/ specifications and fabricator's truss layout. All plates are to be centered on the j int, left to right and top to bottom,except when 'located by circle or dimensions.. See .hawing 130 for "plate locations on typical joints." Note- Refer, to appropriate desigr for lumber, plates, and other data not shown here. Connector plates must be ,Installed in accordance with requirements of I.C.B.O. research report 42949. 4. 1X4 hem -fir continuous lateral brace; required at 24" O.C. under gxhle plywood sheathing is, not attached directly to 'structural top chord in this area. Bracing material to be, supplied and attached to_a suitable support 1 contractor. St 3,029,999 Top chord of this'boston hip r -ay be notched 1-li210.deep by 3" wide (12"-4B" O.C.) in Kahle fill area only. Center vertical, in gable fill area, may be replaced with two verticals (24" O.C. maa for ,placement of gable vent. Refer to drawings 3,022,312, 5,022,313 and 3,022,313A for gable stud design information, i clear span I Continuous bearing , i 0 -v V M�-�+, PLATE TYPE —ALPINE Truss span COPY OF THIS DESIGN TO ERECTION FURNISH A C l"n CONTRACTOR PO "- lift ." HECTORS ARE FOLLOWED AND THE TRUSSES BUILT IN CONFORMANCE WITH "DUALITY CONTROL MANUAL" BYCiNG 'TPI, THERE'.SHALL D£ fN0 WARRANTEES OF THIS DESIGN,RECOMM£NOATIONS", GENERAL NOTES FORE LUMHEIRSANDP ALPINE CON,[ALL EXPRESS OR IMPLIED. ALPINE CONNECTORS ARE MANLT•N FACTUREO FROM 20 GAUGE GALVANIIED STEEL UNLESSEGUIREMENTS - OTHERWISE SHOWN, MEETINC REOUIREMENTS OF ASTMN,, APPLY CONNkCTORS TO BOTH FACES AT EACH JOINT; AND LOCATE AS SHOWN, BEARING WIDTHSPLYWOOD ♦" NOMINAL UNLESS OTHERWISE SHOWN. DESIGND SS ` STANDARDS CONFORM WITH APPLICABLE PROVISIONS AND 'TPIi7B 'TPI - TRUSS PLATE INSTITUTE, NOS -NATIONAL DESIGN SPECIFICATION NING CARESEN REOUiRE'EXTREME OANOLING, ERECT TION AND BRACING. SEE "DWT -1976' j' WOOD TRUSSES, COMMENTARY' `TPi_, SEE THIS FOR ADDITIONAL SPECIAL DRAC- UNLESS OTHERWISE TOP CHOflO SHALL ,OE LATER, BRACED WITH PROPERLY ATTACH+ SHEATHING`BTOt. WITH RIGID CEILING OR DRAGDU AT MAXIMUM OF IO FEET O C, 00 NOTDF;'NDS=77 TPIS DESIGN WITH FIRE RETARDANT T4D LUMBER y,9 DESIGN CRIT, '. I C L�. S 1 SIT).' P „„. TC DL ABOyF S t027, P BC DL _ pS CA446'GRAOE''A, Ld. SEARE Date19�BB 999 , 1A; Ln C i 8GTR �'��---TM Spacing "�'-������ il JOB: GABLE; END DETAIL W/ WOOD SIDING EO BY .Ru SS NFA. THIS CNG: PREPARED FROM COMPUTER INPUT LOADS B'OINENSiONS SUBNiTT _ C7 STRONGBACC O 4MAIL TO ED ITII 12" O.C.30" O.C. 1 1 BOOP MATERIAL-, ER �—� 2X4 STRONGBACK 2XG STRONG$ACK ry 1214 BRAC!T ' 1'216 BRACED AT 56" O.C) BRACE - ro A34 FOR 2X4 STRONGDACX 7 - 10d,COMMON 2X4 BLOCK l3 lOd COMMON ?aI6 BLOC( A35 FOR 2XG STRONCUACK NAILS HAILS LEDGER (NAIL 031K) OUTLOOCER (C) TO VERTICAL 2X6 DIAGONA' • ••• •• 1/3-10d NAILS'l GALL CABLE END, ORALE AGON • • • • • .. 4-10d A34 lIl SPACINC'FOR HO a 56.0" O.C.{5 DRACE NAILS TO TO BOTH REFER TO SIMPSON`CATALOG C-942-1 FOR EACH END FACES PRODUCT ATTACHVEN•I SPECIFICATION (ATTACH2X LEDGER CONVON A34/A35 IN F1 DIRECTION TRUSSES OUTLOOKER CRITERIA 4•PII_ _ 101 1X4 CONTINUOUS LATERAL BRACING FOR LSI) BRACE (STRONGOACK) MEMBER LONGER THAN 3.5" W. (M) 2X4 SPF STANDARD OR 75". ATTACH AT MIDPOINT OF EACH BRACE TYp, Ni TCB DTRIMONGBACK BRACE 11/2-84 000YKON NAILS. (N) 161 • 24" O.C, 24" VAX GABLE END l.5" VAX. IS) LEDGER (N1 4110.0 OUTLOOKER' 12" YIN MAX _ 24" VAX (SI) -�=.� I H1 I i Ddb SIDING � 2X4 SPF' MAX. LENGTH Y 'IG lPf1 P£AK PLATE TO MATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE MAX. LENGTH V/--SIBONGBACK LUMBER IITHOUT 57RGNGBACX USED FOR TRUSSES LITH LUMBER 11TBOUT D�! GRADES DRACINC tall BRACE 1 S1 (HI) HEEL PLATE TO MATCH COMMON TRUSSES. AISU• GRADES GRACING lN1 6-I-0 PITCHED D.C. -p ti l..• STANDARD 3-9-. (SII SPLICE PLATE TO MATCH COMMON TRUSS STANDARD 3-0-0 � l01 OPTION TO 1E8 PLATING: USE (3)-7,^" STUD 3-11-0 8-970 TIRE STAPLES (0.072 DIA./15 GA.) PLATE VAX. IED LENGTH STUD 9-9-0 S TOENAILED THRU CHORD INTO NEB k 3-7-0 8- N$ 0-7-0 7-9-0 THRO IES INTO CHORD ON ONE FACE 1X36 2-8-0 03 ` 4-1-0 9-4-0 FOR A TOTAL OF 6 STAPLES'. (P11r 2X4• B-1-0 11/N2 3-11-0 '910 N2 (Sl) k (H1) MUST BE PLATED. 1 j _ dl 4-2-0 9-6-0 IGI:GABLE END DESIGN BASRD ON 80MPR TIND 3X4• 9-10-0 SS 4-0-0 LOAD. MOSURE "C" !T 0-30 I9't BETTER <-3-0 9-8-0 BRIGHT. .� •� ss 9-10-0 Y � PCT.'TYP.-ALPINE DESIGN CRITPUBC OTY 1 TOTAL n 1 F992--45342 - ALPIHE ENGUEEPEa PRODUCTS. PC. 1T61SSES 13EGUIPE E111HEHE CARE TC LL 30.0 PSF REF O l� v O l o IMPORTANTNK SHALL NOT DE PESPOI1SIELE FOR ANY ARNING IN HAIQLItA:. EPECi:ON AIA7 TC OL 15.0 PSF DATE .03/20/97 O O DEVIAtION. FROM THIS DESIGN OR WISE SPECIFICATtONS.. OR Atli 'BRACING SEE 010-91 Of TPI SEE IHIS DEStGII 'I!" - O, FAILURE to BUILD THE TRUSS IN EGNFORHAtCE WITH TPt, FDA ADDITIONAL SPECIAL PERM411ENf OR►C 114 ?E ;�;,,�.�� BC OL 5.0. PSF ORWG �fz2 _.. C,1 t= O :ALOI E CONNECTORS APE MADE OF 2064 GALq STEEL MEETING ASTM :OUII+ENEHTS: UTA.ESS OIMEPMISE INEIICAIEO. TOP- BC. ,LL O,D PSF -Cik"ENG :OC JD PBC p (_] 1-1 l= O A653 407 EXCEPT A'S NOTED. APPLY C0NkC10PS TO EACH FACE OF CIgPO SHALL DE LATERALLY BPAGEO M11N PPOORD Q AL1 -INE. IPAl55 A1q'W1ESS OTIERMISE LOCATED ON 1095 CESIUM, POSITION LY ATTACIEO PLYMGGO SOEAINIHG. e61TGN - SEE( TOT. LO. 50 .0 PSF O O. TRUSS AND PEtI OR4M lHG5 130. ISO L 160A -F DESIGN STANDARDS MIIH PPOPERGf ATTACHEO Rt6i0 CEILING -' SEE 1 _. O ALPINE 1ECH111CAL UPDATE 17/1/911 FOR PPNRCR DUR:.FAC, 1.15 - L7 CONIOPH MIAPPLICA6LE PR0y151d15 Of !IDS ,& lPl, AN EN61t[ER'S OnY11ALL APOLIC4 TICH FURNISH A CODY M THIS TRUSS C� - SEAL GH THIS DRIMINIG APPLIES 1p THE COHPONENI DEPICTED NEPE PACING 24.0" i� It, OI&Y,, A' TRUSS LATE E 111111E UP�.IN .OLAi11791 At1alAL OES otNEn lay DESIGN IO.iNE 1PUSS-EPECf10t1 COt11PAC1 W1 -- 1fi11 SPECITtCA11Gt1 FOR vi01A) Y.diSTlltIf.11tY1 : 2xe "1" . REINroRCD+t1' CABLE. VERTICAL PLATE SIZES: VER11CAL LENGTH PLATS, iF PLATES 11 EEN CHORDS' SiZE OVLRL AP•- ►tSS'_THAN 40' 1x4 OR ;2x9 8x8 CRFa►tER n1AN 1' 0•. BUT 2X1 zx5 LESS THAN LY 8' GREATER THAN 11' e• 2.5x4 8.5X8 Q RE1i;1 TO ENGINEERED TRUSS DESIGN FOR PEAiL SPIKE. MED AND HEEL PLATES. IF CADIZ, VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WED. puuPIE! 2X4 2X4 2XIS _11 MAXIMUM ALLORAULE T KLLr41Vn66Y -1- 11 iS14' FROM TOP TO BOTTOM CHORD. "T" FACTORS • WIND SPEED •T" REINF. SBCCi H ASC E AND NRH MBR: SiZE { 110 MPH 16 1T- 2x4' 1,11 'ere _ 1137 1.09 1s3 t10 NPH 3x4 1.09 LOS, 30 1T 2xG 1.48 1.47 100 MPH Is FT 11 2x4 1.14lei 2x8 1.29 7.10 1.51 10D' MPH 2x4 1.11 1.Oe 30 FT 2x6 t.OT 1.43 _ -( + PROvIDE''CONNCCTiws FDR UPWPT SF!Eanet,+ ON 90 MPH 15 FT 3x4 1.12 20 1.20 1.0 1.40 THC ENGINEERED TRUSS DESIGN. o 90 MPH 2x4 U 1. 1.10 RIGIDSHEATHING ATTACH EACH •T', REINFORCING MEMBER WITH 30 FT nice i.28 1.46 1.19 4 TOE]MAIS HAND DRIVEN NAILS; IOd COMMON TOENAIL AT 4' O -C, PLUS : (4) led -qac �y,+! 13 80 MPH 15 rr 3x4 LiL 2xe 1.11 1.30 _ 1.14 COMMON TOENAILS IN TOP AND BOTTOM CHORD. �,j) 80 MPH 2x4 L18 REOR RCING GUN DRIVEN NAILS 0.101' X 0'i p.. t 30 FT 2x0 1.18 1.37 _ 1.19 MEMBERTOENAIL4 AT 4 O.C., PLUS (4)' TOENAIL IN TOP .Q,Nq • J 70 MPH 2x4 1.01 AND BOTTOM CHORD. 4� 15 FT' 70 MPH 2x6 LOI --1- 2x4 1.00 .I9' 1,19 : CAB TOCNAIIS TO THIS DETAIL TOME USED.WITH. TAE'APPROPRIATE' ALPINE RIND LOAD. : 3o FT - 2x8 1.08 1125 TRUSS SPACED AT 4' O.C. CABLE' DETAIL FOR ASCE OR SBCCI lira EXAMPLE: ASCE GABLE DETAIL DRAWINGS Amin. A10015E.:0015E. A8015E..47015E A 0r ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT a 30 FT Al 1030E; AIoo3DE. A9D30E. A8030E. A,7030C, CARIE VERTICAL 24' O.C. SP /3 SBCCI CABLE DETAIL DRAWINGS St 10 S10015E. S9015E, S8015E. S70E ,a ems.• ^T' REINFORCING MENDER 572E 2X1 y FACTOR (FROM', ABOVE) ■ LOB 311030E;= 5►003DE,,S9D30E. 58030E, 570303DE ...v.� ,...;1 (1) 2X4 'L' BRACE i.ETICTI - e' 7• SEE APPROPRIATE tLf'1NE CABIE DETAIL (ASCE OR SUCCI g "� MAXIHUI( 'T• REJNi.08:k CABLE VERTICAL L`NGTH 4 TO ,AILS MIND LOAD) FOL: MAXIMUM UNREINFORCED CABIE •^'T"8 ....v #,00 x 6` 7• � T 1• I CEll1N0 VERTICAL MOO, t, i 'i S -- - CAIRC1d CAPE: IN FABRICAIING�'.NANDLING: SNIPPING. INSIALLING - ,• - mokeNING•■ IRUSSCS RCOUIRC REfER.TD HtR•91 (HANDLING INSIALLING AND BRACING). PUBLISHCD B1! TPI "Russ TC LL PSF. REF - - O4 27 98 AND RRACiK PLATE 1NSIIJUIC. 587 D'ONOrWID DR.. SUIiC 200. MADISON. VL_'53719) FOR SAFETY PPACIICCS PRIOR 10 PERFORMING THESE FUNCTiON& 'UNLESS;OTHCRWISC 1NDICATCD. ,TOP CHORD SHALL ,NAVE RIGID LS MID DOtIDM CHORD SHALL NAVE A PROPERLY Al1ACHCD R „r TC DL PSF PSF` DATE DRWG CA$98117. AL CEILING THEIMSIALLAIION RODUCTS INC.' SHA -LL �BE SIB IAB11IIN FROM T" CONTRACTOR. ESPOW STO 'A HC DL P$F. ENG SJP. KA 11 ' DCSIGNPRWCn1 ANYTfA111LlAQCHED ALPIhE_�11GIMCCRED� M CIRESPONSIBLE BUILD � N Vt N TPN OR HANDLI;$G. S PPING. aNSTALLIMG' AND RRACING Or TRUSSES.:SIGN CONFORMS Vi1M APp1.ICAR� � AND BC LL PSF._ _-. t,fr ALPINE PRDVISID$ v NDS dfUTIONAL OCSICH sneer ICA110N PURLISNCD RT IMC: NCRICAN FORCS7 IPI. ALPINC C0H4NCC10RS ARS NADC 20GA ASiN A553,GR40 GALV..SiEEL TOT.L D:. PAPER ASSOCIATION)'AAD C%CCP► AS MOtE&. APPLY CONNECICAS TD CALM FACE CF iRI/SS AND. UMACSS OTHERWISE LOCATED ON 110 A•Z. 1HIC SCAL ON THUS DRAWING INDICAIE: DUR.FAG: ANIS DESIGN, POSITION Ca+4LCIQtS,PER DRAVItKi1 ACCCPtANCC or PRDrCSSIONAL ENGIKERING RCSPOMSIBILIIY SOLELY TOR 111: TRUIS CDMPDIENT ING I IIABILIIT AND USE Q :1His COQ GANMCN1.rOR AMY PAPTR N AR BUILDING SPACING OCS�CN'SHOV►t W 1. Job: THIS DWG, PACPARED FROM COMPUTER INPUT ILOADS 6 DjWuSIONS) SUBMITTED BY TRUSS wn. TRUSS PROFILE I/ 2V O.C. "RRINc TRUSS PROFILE vire 4a" o.c. FuRiNG � BUILT-IN CRIPPLES BUILT-IN CRIPPLES 7- � c TNS IN PLANE --! ,� WITH TRUSS) I 1 INS IN PLANE (L1) UP 116 HIP' WIT11 1-T:11 I -PLY + WITH I THA1RLISS) r c •q5 HIP W11H FLR !-PLY : Ab HIP rHuR0 EXTENSION 1 -PLY -(D) TyP ` C� 15 HIP WITH FLIR I -PLY 14 HIP WITH FIR )-PLY 113 II1P WITH FU1 1-f'LY ''il —((—IIT\ �Y4 HIP CHORD E1tTENSIOiI I -PLY 1ETDArK �` I;. 11 �jl_- X03 NIP WITH FLIa 1 -PLY d2 HLP 1111H FUR I•PLY / - �= , ' / A2 HIP CHORD EXTENSIEPI I -PLY / qI HIP GIRDER MAY ti �(H) ( ) (8) (e) (8> '(9)K ,. ,AY N)LIIPLEMEHDFR�\ �� BE it HIP GIRDER MNl1liIF�LE1 1>L�Q (B) ARLM SPACED Tr 24 D.C. TYP, \ PERMANLNt DIAGONAL NRAf l (9) PUPLINS SPACL-O L 4'O,.C, IYP, \ PERMANFNI OLAGdlAL BRACT (CONTI NLIfIU4 2X4) APPLIED III TOPSIDE OF FLA) TI)I� (L(NT IN►Irf1S 2X4) APPLIED i0 TT]PSIOE OF FLAT T� (0) FURRINGS SPACED 24. O.C, TYP; SDE BY BRACING D DN CONTRACTOR (p) CI.'IPPLES SPAUD 40' OX, TYP CHORD BY ERECTION CONTRACTOR t0) FIRKIP E FLAT TC (,SEE BRACING OETAII) Epi FLIPPING t )-LAT TC (SEE BRACING QETAII) SAME $IZE AND SPCCIES AS DESIGN SAW Sl7E AND SPECIES AS DESIGN• • NOTE: SEE ORIGINAL OCSICJJ FOR LUMBtR. PLATING AND OTHER L'kl'1FkIA ►SOT SHOWN wks, . NOTC: SCE ORIGINAL OESIGJ FOR Ll!'19Ff;, )'EATING AND OTiER CRITERIA NOT SHOWN HERE, JACK RAFTER`` RIGID CONNECTION'DETAIL PERMANENT BRACING DETAIL. SECTION A --A START OF TOP LHL'RU FLAT iOP LHORDPlik'L1NS START OD THE TOP CHORD (SLOPING TO FLAT) W (CONTINQU(SLOPINGG U. EXTFNST (TYPICAL) TO FLAI> ' 4.1 11 HIP G11'�ER - j MAY BE MLV I4/LY JACK RAFTER a•:, 41 HIP :REFER 10 o "I ice, \ IRIG]NAL ''pRAMTNri .»y �.. • F11R 'UC INFORMAT'I . LrJ • F / S)q'A THING. - r. L,: • SETBAC nj C"1 SMSON 113 TIE r - \ 0 -o o JACK RAFTER. "�~ PERHANCNT fJ ALONALS FCiRM BRACED F1AY. REPEAI AT ALL HIP ENDS AND 1 SL'E STNPSDN CATALOG f -P195 I AT APPP.OXTMATELY 20' INTERVALS OR LESS TPIEREAFIER AND AT END;f�, T UR NAILING SPECIFICATICINS, ( I )r NOTE; PEP°IANENT O)AGDNAL 9XIN NAILED I'D MRSIDE OF FLAT TLP CPM PR LI��►T5 LATERA). )iIVCHEtJi OF TQI' CP1UtD, ( IF PLYWOOD SHEATHING IS PRESENT ON ENO`JACIK -q ,z,.J SEE DETAIL) TD!11'HIP, TEEN D[AUNAL Bf�+(� NOT NECESSARY AT 11 HIP,'HUYEVER, PLACEMENT a 20' INTERVALS IS STILL REDUIi. Ili ILT. TYP;- ALPINE R APdJ JAfKS APE PROPERLY AifACIlEO irk + Rev 7 V ,.''. C� IIt [1iI1l111� •IApOUFii .IMC, M691:9 1E9J1tE EMiIEIE. CARE „o �a c, o *MIMPORTaNT#MAL' WARNING p 1'C,LL • .,I AEF A427--3591- „ _ aIMIL MIT 11 DrICATI IEE FOw ANT 11, w8V to , IMDTIai AAIB TC DL TI,' PW GATE Od/29 96 �' d GSYIATIDM rPDN tHis DEetm an ntnE sttevlC I l m ANT elac(MD, set nle•11 er Ti+l. sEE Isis oisuw ' • �.. O - O.y FAW t To auto INE Intim IN como " oil" OSTM M TPI. F01 AMI116NAL wcuL Pwift o m&clNc 1410 cI o G AAAe w e I�Icerr a MDTm. ATfiT CeNI{CTPH Ip EAtTI FACE tF LIQRI ellAlL iE lA1EWLLI ewLFO N11H:64P � F BC 'DL � PSF ORM colloo C7 C=! C] ALPIW CDIP.FCTM AM MAR N NU UL 11111. IfTLTlN1 )SIN IDIRIt71t/. Lstkn 6"gmISC /II,ILAIl0. 1 ► 1— �. ..ALP IN C= Twee AIID LOUIE OTW-01 P, LDCATED'ON THIS MOM POIITIow If AITADAD 1% IN MAMMA D0TIO1 ocno EIC ALL, � P$P 'A- PBC O cmccrom PrII ON -114.1 lie. Ise t, IDMM. M62CN STAMOA .. wITN �i7 ;&P ATTAWE. AIOIO CEILINe ut I •l c000ni w/APRICA♦ALE plovlSiCtlt i IDs c TAT. AN IwI1wEET�1 uP11K Ilcwrcw: uowTE unroll F011 iKID!ill 111' TOT -LD, « ' PSF TRUSS c' sEAi Isv TNI) owulNa AIq{IE/ TO Pit CWVGII MOICTEI NU4 D nV&L AMEICf110N tkt*1%4 A cwr 1� 11118 N Lwr, iM INYL t.V rR RLIE0 UPON CII AW CTKN MAY. umicu To ,1 t ims5 ratolow r apirlai. OUR: FAC. ' O p [=. b G C :..--TVI IYD=1 PLATE IN211TUM KNI - VMI HAIIOMAI OE.s16N.VIVIFICATION POP P000 ClAM1IWC110N.` PO SPACING + 0101 STANOAf1 1ACK DETAIL c 24" O.C. fl[P•FUAC ICTION CnITEnIA: . . GX1 (L I Vii LOAD) to f1AFTCl1 SLOPES < 4: 12 L/240 ry 11AFTEn SLOPES > n: 12 < 12: 12 - L/100 i CEILING JOIST ^ L/240 f;1AFTCf1 --i IT IS THE RCSPONSIBILITY OF TIIL' DUILOING 005IGNCFi' Af;O \ " ,i I If1USS FAMICATOR TU (1EYICW THIS (HAWING P Ion TO CUTTING' LUIdOC'h TO VL(IIFY THAT ALL DATA. INCLUOING OIMCNSIONS AND L'OAOS, CONFOW TO 'I'lyc Al1CII TECTUF1l1L SPECIFICATIONS I' AND FABnICATOR' S Tf1USS LAYOUT, 2 X 4 � 1 ;rX3 MAXIMUMCLCArl SPAN 2X4 HEM-Fin STANOA(1U -m-oullir0 IF PAFTER NOT - CC;ILING-,JOIST SUPPUIITE0 AT ENO > r1' 12 DU1 < _ 12 CEILING JOIST f1A1� TCft 'SLOPE < 4: 12 , rlAFTCf1 SLOPE �.._..,.,_•..�._ LIVE LOAD ASF) 1.G 16 30 30 10 16 30 30 OrAO LOAO(r�SF) 10 If 10 15 10 1'S IU� ri 5 _ •2ax � 1.00 OURAT ION FACTOR 25% 25x 15% 15% 2�X 1 f max:_� SIZE Gnnur'--1,nxlr+lU!d CLL•NI SPAN 2X4 b I Ft. 2-2-0 0-7-t1 /-11-0 5 0 a- 11-0 a n-o alp,.' -3-U ----.. , a=` 4- 2X4 SS FL 9-6-0 8-11-0 0;.3 0 8-0-G 9 3-0 _ 0 7-0 _a�2 —_ 1 0-3-0 13-11-0 2X6 #I % 13-4-0 12 G,-U 10-9-0 10-2-0 12-3-0 11-6-0 t� _ 2X6 SS:F'L 13-11-0 13-1-0 11-10-0 11-4-0 12-8-0 11-11-0 L1 0 10 U 13-11-0 rn - 1 - llev 17.0n_--. PLT,, TYP - ALPINE ,FiCF A992--909 13' H 1t IMPORTANTH HA1rus uautuKu ri$unA;,S, Ur, IIIV'sA1 1.1110. iF t1CIIIIII cAgo ^ � WA(TNING %ao( ct o ca Q t= l� sluti: bol IK K."It$Isllllt /Isl Illi m u.nitnlr, uKcllilll enu pQ lj DATE 02/ 17/93 7 O (_j O. = nl YIAI Inn [nw) Illls Igflr�ll on Il4st SI'I;r.II ICAIiUIs, ai Aur �Atisc11c, Alt 11111-91 of if'. S(t 11115 iltsicil 1: W. (� i tt7 O — d fA.ilunt 10 BUILD WE Ji$IU Ill CIMfIAYIAl" Will' 0% on of ls•I,. r WI At Illuut sl'tc il, i-i uo11* twEll.WIM1w At �1� c OnwCD101 :-1 Ior, cateclalls 11* milk or 7onA cAlr, %M%. Killllc All" a1111'A.Igi11s. UmAss nil Cid lsc Ilr1ICAIc11, )ar 1AC � DETAIL. V CA-ENG JS At rat 5 tfictrl As lotto. IflI r.l.■Ilcl1mill lu (AW (ACE IK nnN Siu►4 at lAlllul,lf nnArtp $liu 1'11Ui•In �.: - l� ,o 1� o No. 0043845 '- '° 11LpT NE v FTs Na uguss oll-co-Ilst IIICAllll al 1111�.IIIfIGt 110111 poll 'lf ASIACI$,a rtr+Isla fJf,Al1t111G,. ootlal L7uoa _. C7 �. 'COII(ctolls fin ortimitics I)o. ISS t lf,oA-/: ctsiall slAlcAms :$sill rirlrtllf AilA1:lI[11 nlclll GE Il, 11 Al '•'stt 1... cAa-_ 63oi% �1 calrcdl s1Arr%jcAott rowistolls or 1115 t Irtl lP i1911c111' /l,f llti II tl All cAl U'iMlt INI/All Inn Plgi to X11 TIIUJS slit. al Illlf nnAa6�r '115'1It s. In lhl l.f.$-iffill alrlia(n I/IIC p1lfAlt ►ritirAlipi- rWf11 r 1 C0100 STANDAW JACK DETAII', n C SPACING ^ 24" OX.. OrFLECTION CR1TEnIA; to 1.15X] fL.IVE LOAD) to IIAFTCn SLOPES < 4: 12 - 1_/240 ri (IAFTE(l ;SLOPE'S > 4; 12 < 12: 12 - L/100 CEILING JOIST L/2'40 _,�'"r~r� r� IT IS ME RESPONSIBILITY OF TML• BUILDING DESIGNER AND RAFTER � . TRU5S FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING' LUMDE1I TO VERIFY TI IAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO lUC AIICII`IIECTURAL SPECIFICATIONS ANO FAOfIICATORIIS MUSS LAYOUT, 2X;4 �Ar, 1.5X3 MAXIMUM CLEAR SPA14 v-�2X4 HEM -FIR STANDARD --fIGOUIRL•D IF RAFTCn NOT CEILING JOIST SUPPOOTED I AT END n TEn SLOPE 4 4: 12 nAFTER SLOPE > 4: 12 OUT a 12: 12 CEILING JOIST LIVE LO.AO(PSF) 16 16 30 30 f6 16 30 30 5 OEAD LOAD (PSF)i 7 15 10 15' 10'p, M 15 10 15 DURATION FACTOR 25X 257E 15" 1571 25% 5% 15% 15% 1.00' SIZE GRADE' MAx'1M114 CL_LNI SPAN � �= 2X4' 02 FL 9-0-0 0-5-0 /_5-0 �-_ 7-0-00 - 3 - 0 '7� 7-4-0 7-0-0 04-0 2X4 NI FL 9-2-0 0'-7-0 -7-U 7 11 0 -7-5-0 0-5--01. 7-�1 ( 7.-6.0 •-------_.. .rte -_-....._....—_ 2X4 Nl & BET. FL 9-4-0 0-9-0 0 0 0 7-0-0 0-7.0 f 0 7-7=0 7-3 0 8-10-0 2X4 SS FL 9-6-0 0-11-0- 8-5-0 a -o -o -- - _ a -a -o �f 7-9-0 7-4-0 _ -_- 9-0-0 2X6 N1 FL 13-4-0 12-6-0 10-9-0 10-2-0 12-3-0 1'1=(- 10-9-0 10-3-0 - 13-11-0 2X6 81 & BETIFL 13-9-0 12-9-0 H-' 0 10-11 0 12 -6-0 '^'1 9�0`� 10-1) 0 10-4-0 � 13-11-0 _>z.. 2X6 SS FL 13-11.0 13-1-0 11-10-0 11-4 0 12-0-0 _tL-O 11-4-0 10 10-0 13-11-0 PLT. TYP,.- ALPINE t• t r7 - R Rev Mon +trot EI101(flr4 rlwlplw•I! Ur' Ihr' Al tIt";. tE firclstill I:Ant REF 8992.--90913 b o Goa 1= XXIMPORTANTxx VIANNZNO SIIAII 11111 Iry' In !J'INr ttE rl+l A11r' III IIA!ul liar; t1,r4111N1 Alnl i=l —1 r -t t ncrlAtitm rm-i nns otsim im mt%r s111.IrlrinAmm, 1+1 AW mo-nitin. srt Inn•,)I sit Irl, it wis litstrn ���N w r"y DATE 02/17/93 fAllUM 10 111110 WE If+ISS Ill'EnlrWQ1A1A11 01111,0$1114 Ilr II!1. (pi AIYIIIIJIII SI'El'IAI, IynNAnrm NnAcnA: sit v fa OnW CD100 AIrUlEtbrtC1nn11, AM IIAllr rW i0f.4 rllY, pItl icmiNi wit dlliriviis, Ula lis niirIMIrY JACK DETAIL Alas r4 1: tSclrt Al 1141(11. AI, i vator.11rl5 I}I tAtn rArt nr fnnu %IIALL Nf, ILA111,IVII I nllArfn milil epurtn_ NO. 0043845 r-• °O CA -ENG JS r O AL.PINE'_ O 111111 AIG UMS1 01 MISE IQW.A to WI IVIS 111simi, rU111IIN.1 11 AIlwists rlr0U1N1 AIr,A1n11os, 11011W C101nll ¢¢,�,� - - 1�: EOIItL1011S I'In dl1w111f.S 110, ;}sec s40A•/. Illrl[ll S1A1l1AluS wll}I ri-Ortlt r AIIAC1411 (116111 001,,116. SIE * En" ,63097 n1 l (' CDIf nIM M/AQRIGAIq ii Sltltls �s o tri, At, tlflla;r n',ti N,r II F, If,CIlllfll IU'gAIE It/1/911 lVA r mniv ItWrtn ,'. TRUSS -3 SAL 101 111111 0nA011r AMARS In Ilir r1egrVCgl litrinl(n Irl!( twitspl Armirmi0/, IUt im A rarr':or nos' IN omy. :Alin smit. loss nl itltn ural' its Am 111181 Nir OC111flt, III Ilt IgI1SS t111f.1ifrl a•nlurinn. �.Oj CAIIE�� r�1 r ci �,,-t L=1 --_ — .,.. •.r.. r,r r.r. , •,r:...rf r.•!• __^— 11 N.//'ll If 11111!1 f,lrl MM711 1'h 1•, tl•Ilf it all , Im 1 pillnnu Ir-�Ic. -„ Jok d �' Hip JeN WNW Mum fvd cvm "A1 lari ON. OAEm" FPO uw"m I1dPlIS 9QJIOi t ODUP- 04) Su"Ims eY Ta= *,R.' W1IIIISER't#RAiTE2S TC fVUIX i!»TBK T+CI11 DL NM MMI3K 'TCUfTCDL v lAI 1elT E3IF fi,2a MAXSETW T�GLUPCOL WMSE TCU/PC[IL MAXSET TiYLMK MAX 300 6FL02 2wmm we4mM 1e9KT40 7-" =4340 7-414 4Ww4M 611 21X1 8-on�R�Q i0rta�M 7 • -AIWErMl 159=230 0 o 1084340 %," 2m ado 4011cf7f IIs fwIQ3# 944 2MB270 sao M414or 1Bt16030 ®ac 2Donok4lr se -o oarr■rn �.� FL'18 W IA lw 2W? -,;Of ivuxu, b;1 le tec" 74" 20f14*34# 7.1" 4W- 7- r y�30 tIaMf 2W7=27* ICA& --39 a2df 1, 2M440 8.2-G 40FIAM TAS FL210OF 1JA 1w4m $30 2W027A 8-.11 1 fcfl4qw is ` `8.8a Umb*m0 e6 -D 20114=S41I, . 4Dffx47S 7-941 FL Z40OF IN f6R47,814 D-1-0 Mi -M, Wf IGF"40 aha lVeme" 0-3.0 2014 -KW 40/1&470 7:7 tlifililPit+�i tet arcd 3,Qo O,il ro0 a.6p 1,40 2J=20 3,00AL09 R -Ul U0406 t.`NUD 2.004At 4a0a00 &ff4A , 3DC14 30 3X14 PCZ' 2914 WV 3X14 4X1 31114 BBQ 0Di14 IXT 3X4 3X4 344 8X4 3X+4 w 3 6 efR; Us 3X6 3it5 OX19 3v =4 1917 ACf4 3)9 =4 4" 3X14; 07 :VC14 � 3104 JX4 31G4 _ 3P40 -_ =4 3144 ylf,,I 3X4 3M 3X4 I I ;SX4 3XAE cowmm1a L FRAmm is or Tt18 fd29mmmiTY or THE 'ff m DMSGt+ R. PLAM MMWACVJMR. MR Ma FAIIRIM701t. (T)Aonsm 1/.3/96 - 1'ab (U -mm) PERSM ACTING IR S±ES ARE CAUTIONED TO SUK ANICE BY LOCAk PROFMIOHAL MIMM FEGAiWIf4t3 COM1 MOM fitA411M. (5s) SHIM ALL 5UF'MTS SOLID TO WMNG. ze.b.o. fillypy.,� EOAos 3affouwt►z�oo-t Ba a=t.ts, MIS 14IPJACK DFSLGNED TO SUPPORT DUMVIUMMALLY FRAHM RI1frM. � CWT HEEL MGM F ' � �"` cap • iR21 1.�" r4 - 2X6 ----2X8 '. 4 t] .+ 9: 1 ..ted (g) VARUS 41IIN PSTCH M J _ J _ '7 ...� iB} 2KID--2XI2 6 2X4 ' t) (pi C 3114 TIEt', .. 4 PLATIC OVER: $J'PM s � R � id11K R-9519 r~uuc 11• 7.50 MIC 2D42XG. iX8r"2XIRFL Mae TVP.- PiN s , Voe� o w tf: 19G24 N� WSPAIn +srlc+ots. ww. . �ryy� nuotarasTcs4tasT 11�k`" ii7�d-- a2bi �a ea es �s l CzRT{ Ni' WAANx �7{�j -.--- ! YC, fW p �� mal i►n'nc Txr' _ � _ I.QADB� _ ►lY7p �>lift -DP 1TiAf7RlrT� MIEtllell io0 d o d i*r uuooi o`w a l* a10 0 ;occu kq is M#j it in. r i air ont L�i�i` rW Im akk" y1 AA TC AS Eptr' I?A1E 0!f/O! 9'i` T T� = T=► a,•rw, taeaa$NO 4W race OF ?off, aiat. txa setfe% A*M wii.ucrss. W$.as DrMase near cxe, rta :iC V1; oss ow qua c = o A449vaa V4M As vm ssrar earma4m 4 eAmir a v woe naj u wt4ALe sus sug #Aceta a+t to f i Pa'`F C NB PSC s� LPI ti's no Won Or""m w-.Mce ms Dewch mist= Lt ensm, FL . X sraauja aanTs+ i t e t`s COMMON etn to WaC M .!sa r taoiw: 14MW SIMWCM Kite 04n&f atrNAMM Meta ttilrTre -• 1st � sraarosssilmttrrets►aoigsTart.ee t TPt. wast vs ,Mild Itum +.a►kn alv+v as neRsii s, .1 b 1 TOT. 0. � PSS a 7RlfSS e� mat W TNf7 owsma brut, i9 Tit C w%w s> rMcm Im ow"U IMTCUTM. noosn,<eare tr THIS `'j,�l►l(' ! ` CSUA.FitC. 1.25 +� M mr,., 00-"1L boor catty tear m P* rmt M. ml IV TO tw Ip"mm EftmIm tatruletpt r--tp "M M&W u4lTscwt ws - wrau oKcac>zealrxarrux roe roo axon�triai ��i "� + :'4! t riP Ci Mr 24. 0" P J71 LL i Q i i LL i Q Job Name: K C CONTRACTING - PARADISE Truss 1D: HR1 Qty: 2 Drw : ` 0'7 95� 71ZE om 2x4 FL 911x4, i lateral {jam bracing (CLB), U'LiFT REA IONS) effi 1 3x0 7 3-LOC REACT 150 75'� WEB FL STANDARD ® Walled W/Z-bra located for to a seglf e. st�pot '1 --W# 1 16-7-9 ' " 1x4 " ' �o .tail flat to edge of web �,j 2�gCTICN ) t Lumber %hear allasbles are per NDS-%- � 8d at 8" a.c. 0.R a cab (same as t. tIORIZ TC FORCE AXL END 'CSI kk CPM} = PLATE MONITOR USED '* iLed to ace of 11eb u�10d at 8 o.c. if 1 17� 00 .29 ,29 T11IS DUSIGN IS THE COMPOSITE,RESU_T OF 2 are requ , attach T! to boot edges or t. 17W% 1 376 MUT].PLE LOAD CASES. scab to aces. If 3 or more are req., This piss is Iasi using the 2 30x5 .09 .29 .37 cab hs 9VI 'of web, .04 .32 .37 PLATE VAUES PER ICBO RESEARChi REPORT N1b07. use Cd k3: "r'Zz6 if ueD �s >1 Use dg El = Yes, End .7ale = Yes 4 2 .00 .32 .32 loaded for 10 FSF roe-oertcurrert BCIl. stn r� E erprY Petmrtatt bracing 's regtired (by others) to stress-y luttter & boot or omman rel Hurrlca� Ocean�i� �el� 'Widtl = EJU.00ft, 81 FOE AX BND C31 it trortation t l7 See HIg 91 and v POSED End vr;�rticals that ned LUlffit V.L Lco Bldg , tl9 _ I PI 1-1995;�10.3C and 10.3.4;6. ve!tijcals designed fora�(i�l loads only. Mean height = '19.99ft, MPH = 80 exlendetl above for Classification = 4, Deed Load - 17;0 psf .37 below the trttss profile Of,.ny) day requlC^ --LOAD CASE#1DESIGN LOADS 4 1� 39 .� 6 additional design ootsidera�ton (a7 others) Dir L.PTc Vert If L.Loc R.PIf R.1-0c: LL/Tl. for at the bonuildifg to �nnd or seismic ` TC Vert 0 '14- o- O 39.0 155--15a 1 ' WM FORCE CSI WEB FORCE CSICCT 2-7 -1296 .16 4-9 1419 .ffi BC Vert .0 0- 0- 0' 274.8 2171 ,96 4-11) -2148 BC Vert 8.0 15-5- 1 8.0 16-10- 1 OI1 33-8 -8 2 30 5-10 -102 .(i DEFLECTION ( ) t L 999 IN mm 8(LIVE) L- -.08" D= -.04' T= -.121, DEFLECTION (ca t) ' L199r'�'ItI fUl I ( b-LIVE) L- .W" D= .02' T .04n 1 0o-0- Q 6i0- 0- 0 1 2 3 4 5 3 7 7- 16 8 17 7- 6 83 5 166•-100-11 10 966-•10-11 1S-3 4-6 V10% 100SIC) 2S4 4-14 i1,4t E� "• 4-34 3.5-1-0 A 3-5 1A 1 45982 �9 .let 2 3.5-10 20-3-10 7-8 6.8 3 3.5- p, 1131/98 2-9-15 tip os�'tcG 6 7 S 4 10 i r 1/16/98 .., �. Scale: 9/32" 4. �' 4\ • ll�� - TBF : 47.3... W0: G463 . - .N Read all notes on this sheet and give a copy of r< .o the Erecting Contractor. : design is for an Individual building compmxnl it bas been based on �pecidicatioroprovided by the emnponeril ttmrtufseturor and done In Chk : EP Custotaer Name: 7t1b, e,with the cunreni venlons or TPI and AFPA design stanlarde..Neesponsibmy b assumed for dimensional accuracy. Dimension aro to be Dsgnr: MD K C CONTRACTING the component mamdacturer and/or building desiginer prior to fabrication. 'the building designer shall ascertain thA the load. utllkod on Ve30.0 psf Du r Fecs L-1:15 P=1.15 TRUSM Al ? nmatm exceed the loading Imposed by the local building code, fle assumed that the chord G latetall bmedd die tont or Moor TC and tGa bottom chord G laterally braced by a rigid sheathing material directly attached imleu oihemise noted. Drs by, sho" G for labral 7C Dead 9.0 psf Rep Mbr Bnd 1.00, K SYSTEM ppoH of componenh members only to reduce buckling length. This component shall'rot be placed In arty environment tlmt will rause the moisture content of the wood exc�ed'19% andlor cause corrector pleb corroslom Fabricate, handle, Install and brace this buss Ins ccordance with the foilowlag BC Ll VC .0 psf 0. C. SpaCi ng 2- 0- 0 445"North ADr.r Colo 5 s, Co 11 M ' sun"! TRUSCOM MANUAL% by Tnisvwl,'QUALITY-t ONTROL'STANDARD FOR WOOD T USSPLAPW CON11.91) and WOOD TRUSSIiS' • BC Deed 8.0 psf Design Spec UBC-94 i ° (QST-Sa), IIANDLINO INSTALLING AND BRACING MDTAL PLATE CONNfiCl13I2 WOAD TRUSSES" - (IIID•91) and '111BA1 SUMMARY p I ) + Wisconsin 53719, Tho American Forest and Paper- Sege 09.15.97 4749= Assoelation (APPA) is located at 1250 Conreeac4tAve, NW, Sb 200, Was hi ton, DC 20036. TOTAL 47.0 psf TW CustomerEP SFIBiiT h FPi. Tho Tniu Plata lntitute PI is located at 3g3 D Onofrio Unve, Madison. Foot SNE.AT.I�NC 7j `�aa��Z.rm Jot�T" l - MZ�M� Comer►��, M'..� rJsA So�'rlTS, 'RIM �XTERioal WALL 9 L � •pi °��`1 7 "' ; ", t^ �Ir � ••� lnlh►sttnc: K C CON TRAC'I'IN10- Wo. G G3 r- t Itopfltiti'-3D:1'ullf c e HOLe�O®�uss Cuslomcr: KC CON"fIiAC'1'11G Scale: 1 Il16u 1' 1116198' V„a it�a Ust;ttr: IZ\I` Gltk: Kl' l)�tlt .. . 'AC Uve 311.1) psi' DurFac LUr: 1.15 1.15 C!��_---��jj ""� "�^, ! ► 5033 1+1 A'I`lll�lt RIVER BVIA) !3(�XSII10 'L'C Dead f 9.0 'list II(. Lint; .11 Itsl' 0111Fac' - I'll: U (.. Spacing: 24.0" UBC .� plAlil'SV1LLE, CA 95901 N-IA iSC Uouc! 8.11 psl' I)�stgu Criteria: �w Sytterras (910)943-8855 FAX 143-8856 I'(?`I'AL 47.0 list N Components : 145 . .. r � , ,, �' ,: ame: _KC CONTRACTING - PARADISE Truss ID: 13 C2tY: 4 Drwg 3-0 04 X -UCC MCT SIM. = TOP C:iPD 2x4 FL lit Inns E SIGN IS 71E CQ4l=11; F SMT OF UFUFP FEACTIM(S) ,'. FL #1 PULII]?LG IOT+b C�`T13' � F25-10- f ' 1-12 434 3.50" 1.5011, ITP aM 2x4 3 231 1.5011 7 .50" {�B 2x4 FL 5IY>I M PI:A1E VAUES FM ICBO F7 3 R=r#1607. 2 -91V Irndpi far 10 PSF rai-c i-r=—att BBL. Ihr js d ig<r�d tusu� tie VA. TC RATIM AXE, '131D CSI — BtE CN WEN U.bUM F1rd verticals designeGd for nidal lands ally. tM-94 Cbde. Ejxd verticals thar.am, esd:e:xhd above: or Bldg gmlosed = Yeo, Did Zorn = Yea 1 329 .03 .19 .22 2 -52 00 ::19 .19 tela✓ the tnm profile (if amy) nay i'erltvl<' ILm cine/Ocr�1 Lirte a I37 , E� Ch = C design oaraxcl'-r2tia-1 (by ctIrsa) Bld7 L3�i = 60.00ft, Bld3 4{,idt.1t = 60.00ft a6ditia-al for lateral fortes cls. to V" or se-anis hlmit roof 11e gltC = 18.99ft, tdH1 = 80 17.0 PC FAKE AM aU CSI lauds art the bu3ldi1x3, CSar�ificatiat = 4; Dead Lad = POE 1 310 04 .,05 ,09 'L 170 .00 .08 08 {q Fag CST PSS r -mm. csr 2-5 -366 :09 3-6 -124 ,.02 2-6 -174 .07 w Em. Emil (Spon) IW999 IN MM 5-6(LIUC) LP -.01" D. 10011 T= -.0111, mx ILFIF1rriaq 99.0111 1,1134 5 T=L:I Dz" LF 17= .01 2-1-12 � Joint Lncabiae =— 1 0- 0- 0 4 0- 0- 0 2-1-12 5710-15 2 2- 1-12 5 2- 1-12 3 5-10-15 6 5-10-15 1 2 3 4.00 1.5-3 2 »3-15 L 25-4 �2-3-7 2-3-15 _Qo �+ " 0 ft2 1,r t IN3Q 2.:0-0 -3 2.5.4 x Al ) o_0q 5-11Y , .. FOF C ry ��•� i7 4 2-1_12 s 3-9-3 2/10/98 , 2.1-12 5.10-15 Scale: 3/41' = 1' g a ga:,) . s)>oWn li z.) or, H TrtloWal S r)tente Plates are 2.0a: �, y • {11, �ileso `"1811(18 r r, r• g J WARNING Read all h0i& u1r this shf.cf (11111 t►c a eq w, of 1,t t0 the hreethi ('onlrnct0r, TBF: 15.0 WO: 6463 tlret Name i .Hwyruts / design 1s furan individWil building counpolielu. It uu been based uu specineathins �nrvidc:l by ilia component nctoufacturer m1d dobe hl . . ,y.._. ', ' : i400911sbdtdtl Jt. No rcfi nhtfitbilit 15111'iUlltld far 41111 CIIiI011(11 nCellrley. Dlmclt ltillk tire tn.be Lmrun of CLI turd AI i t Y ] Chk I EP DsgnY MD 8,_ 2119✓ R C G'ONlRACT]NCi. ccui'alticc with the lesions r1 i - ertlied b Ilia coon kient ituimdacturer midlur buiidliig designerprif ' to tubrlcattun. he building designer filmlt mcetutbi iliac Ilia loads:utllized Ilii : = TC Live 3 tl'. 0 paf DurFacs L=1.15 P=1.15 H 0 �W n' Jcsl Inect'or exceed idle 11, Jtn 1111lured bsl e` ';)tic d buliiliug t . 1e. 11 Is nssumcd alud the coli chord Is Literally b'rtead;by the roof o i nor g gJ TRu `hp, ' '" .n • IU04Gd direcil alfached, uiitcFA llthClli'Itr hnlydllrlcuig 6ho is frit L'denll huholnchtttdI� Lllet.tlly brtrcd by n tibia she dIU b I y b "ii of cunt tultcnt.s motnbcix ultl 1 to Nducc bU41111g lenglb. 1 his competent dual not be pl;wd ill any em'trunnlcnt thill will angstilia inutshire n 1 )l,Ctt fulliiithtg TC Dead 9.0 pof, " Rep Mbr Bad 5..15 2 -an • " u I u 'uuil exceed 1,y nnJ of a lhsa connector tL•ue cuir otlun, I'ab'iduc, I'Midle insl:dl' alta hrlce Ibis Iruis in accord nlcd u'1161he UIt f )t s1,iTrulwal1; '.- ,•. • ' I ': UALI1Y C'ONIkUL.1I'ANpAk[idUk b11 fA1.I1.AI,I CU..•-- 13C LiVos 0 peE O.C.Spuoing -UBC-94d4J5Nsrt�gnrk0r„4dnSlidatp,cUtiu _tLnAs, i • t' _'' tsu'ul Ikl)&ZUMlsfA6iALtly_in ,._t� I)1 UINSTALLINCIANUttltndNUB'IAL1'1A'1'ii3UNNlt`I'LiUWc)0ii'PkU�11iti`-(Illlf•91);iiiU'lllil-yi'SUhttifi\kY t►n[I TiC Dead 8s0 sE p llooigri,Spoc .iNSi IM l byll% The'1'nls'tI'Ltle htshllnc ('i'I'i) is itirticd td 583 b'Onofrid brisle, Maiizuu, lVlticulisln .9171y., 'I'hc Niic'tani Irultai tlitd I'upur' 'DOTAL 47 0 eE resist It1240 Tp5:0 Verbion 09:15.97ssttci.'titon (APIA) Is located iii 12M Coribeellem Mai NW. SteZA Washittghin, DC 2(X)16, , p Job Name: 1K C CONTRACTING - P!ARADISE, Truss ID: 12 It : 4 Dry 0FMtji � au 2x4 FL ji1 IHI9 IESIQV IS lilE CQ•tEC)617E FElfSP OF UF�LIFPf1L�(5407 E1 1 Oy M)LUMP I�' m C7S1�3. 2� 3I ! o ?Y.4 FL ()1 its d-6iglied ueimi 2 3-10- 3 133 1.50" 1,50" VEB 2x4 FL SMMMD MME VALLES PFR ICIO Fes( I� ((1607. � t 2 � �� 'This FL3ITII� RASM IN allN LU UAU.M., Lcacl!d for 10 PSF nal-IYt C11Y1P11t'�I1,, .Czune 13x1 yrxticale d°eigrted for �1 lc�x a•rly, UC-94 Cher TC FCISE A)Q, 13L7 CSI 1 3 B7 .06 .19 ,25 F]ri vetti.oale tial; are exketxieci aixHe ar Bldg Eucloced Yee, M-ld 7a-e m Yee Ir1oN- t,e tt use prefile (if try) ntaY zectyxe ILzrz3cat�/.Clot L.i.t e = I-b , F C�1ary " C Bldg 41ictli - 60,00ft:, I3- FCIZ� A)(G C9Z L additi=d design on17i4afl-atiai 0V Ctrxa) IIlc�j far lateral faWu due to wh-4 or seiratt c Mlan Ls ) = 00.00Lt1 xno )leagl1: 1B,66ft, m"i = BO f Dead Isar] = 17.0 prof 1 363 .15 .16 1 loam al ale lv ldu g. 'u. vr�sificatlaz = A, 53 00 .15 .14 Vk8 I= CSI VEB FCRCE CSS 2-4 -415 .12 2-5 -97 .03 h1AX 11 1 TLc 4 (rpml) ' Lt/999 II•I MFM 4.5 (LIVE) .00'LF wX EEftCN (caul:) ;OOIr L/999 IIJ M44 3-4 Mata) Le-.01"D=-,01"76-.0211 _= - Joint Laatiaw -==s 1 0. 0- 0 4 2- 1-12 3-10-15 , 2 3-1c- 35 5 3-10-]5 3-10-15 1 0- 0, 0 1 2 4.00 2.5 1-7-15 1.7-7r 1-7.15 WIpFESS�Q, 2.5-6 El- T 0-343 0 C G. 982 p •r� r. 1 3 i98 'Sc .54 ' ol" FC 3-10-15 s 2-1.12 a 1_9, 2/10/98 340-15 Scale- 1/32+1 a 11 P 'tf " I � 'ilruswal Systems Plates are 20 ga. unless shown by "18"(18 ga,) or "ki" (16 1 ' „ r'r, „ t WARNING Itcrrd all rauct Ott Nns,chtet and give a c�ri�l of it lrl the Ereeting, LI(nitractor. ' • i ix;.fllr 111(IiVIlIiCtl b111I11111' COI111eI1C11I. II It:IR l)ll'e. b:lhe41'nll ti111.ell lt:lIIIIIIS)IrnVldy'41 by tile, C0111 lllocol iteilo roclorL'I':Illd :dl)11L' 111 6 TBF: 10.7 '.Chk: EP WOt G463 Cuota�z' Namet C it tell I , • ,,. Lbisdsg t lu be welt v i • current crsums of 11'1' :eid AFPA dalgi sl:m'ards.'Nal lesplilt ihtlify is ussulned for Jttttensiullal accuricy. 12Itols Du MD ((I C = 0 IC C CONT12fiCTING u l; ■ C' Q olillied ,s , 'or it) abric.1dou, 'I'lic buildiu desigoer &11.111 ascerl:iiit Ilud the (4ulds ut11Ue41 oe iiccordrverified b verified by the colnpoucnf tuuwGlclercr andlor btl)IJut6 du 6ucr prior 6 to design ut • d e 119411 t used v Ille local Ile Wing code, )t is nssaiticd quit Ib p 1n11 chord is Literally braced by the rout or Poor ihls ucstbn mcU or cxcw Ih 611 tp i ollictwis stitch, lirlchlg Bhutan ix fol' Il'derll TC Livu 30.0 pa£ DurFaou L=1.1. P=1.15 - - 7RU 5 �' -• i "e 1 •d is kdgnl i' brwed;u :l rigid-:chculhiug itutterbil dircctly:dlachcll,'tlnless ton o:nth Iltl. bulla In II e I ) ) k 6 " s' cl be s onikJu reduce Icdgllt. 'Phis cdnpuncnt hltitll.nut be pl:rcud iu :uiy cilv)runmenl Ilial sill cauxe 111e �nulstnc , u of the Inn I g with Ilse follosvleg, TC Dead g, 0 u;E Re Mbr Bari- 1.15 P.. P f O. C,Spacing 2. 0- 0 .. * '< +- - � , , ": 4 rn 1, h ; •1 d b . ce this Mass ill oceord:uice ipenl of the wood exceed 1970 :utdlor c nlhe cutpicctor pL114 corlosloo. J abl ie-oc, IWndle, lo l ll) , n CL -- r I wood a • I 1 '' • ' '. l '"u wit 'QUALITY OONTIMI. 6'I`ANI)nitl) POR MHTAI, I LA1 I. CONNI C"I'I;I) W )C)1)'I'Rlttitil`sti' i MANUAL'o ,y 114 C? BC Live BC Dead .0 pu t 0.0 pot Design Spec UBC-94 I resu.11 S stools 01; _; ' 4ia5N"rthpark;Dr., ColoSprl"gs. CO HO )7 ,o+- fi $ t putt rds, I((1X,UM _ , ,1 e SUMMARY o,• IA UI'-I 'Ci INS'I'AI.LIN(i ANl)14RAC'INCi (�11 1'AL 1'i A'I'I: C'UNN(:(."1'I:p Wt)UI)'1'Rlltitila' • (IVIS JI) ultd'llll! 11 _MMA (1211 SH), I N h SI I?I:'I" by •1'111 'I'itl 'I'nlsh 1'kde Inslilule CITI) is loc.ded of 983 U'Uulifrio Drive, Madison, lViselotsiil 53719, 'I'hc Aulelic:nl 14tresl told I':glur I f. CYatetza! L�2QfJ 4� Tp5.0 Version 09 ,15.97,, A in kdioo (AFVA) i% Mc llcd :d 1250 ooncuticul Ave, MV, Ste 2M, Washi"g oo, DC 21)(156. TOTAL pof ab Noone: K C CONTRACTING -PARADISE Tress ID: Ll : 7 Drw 09�1b - EM 4 X-IDC It= SIZE yUD � QM 2x4 FL #1 2x4 ca�tiuilo.ur lateral. Fdi3 (t7D) UF3dFf FiFJu clq(S) 2x4 fZ ttl nraIiled w/2.10clIc atea fc 17, t 1 -777 2 27-10--12 1136 3.5011 1.5011 V 2x4 FL SVI11 F� CR .1x4 IT' bxane nailod flat to ear of � 2 -172, uw EMIGN IS ME a rFE IWL T C' w/ 8d at 811 o.c. C2 a acerb (sura ae w'p) 'Flus is cls uigried using the 'IR EC= AXL BM CSI NUMELE LMD aLSES, nailed to face of M+ b w/lO3 at 811 o,c. If LW-94 Aide. 1 -797 .08 .32 .40 FUM VAIIES PER ICE0 PESFVzOi 1 1]' 01607. 2 are r�is9ci, attach t'I"' t0 )JOt1n e% � Bld3 E`Clac�i -Yes 1]zi 7nte Yes 2 -708 08 ,49 .57 I 1 for 10 PSF rrn-oaratrr>ett FAL; to baht foam. I£ 3 or n x are req.,' l 1 acne/03= Lire = No ,. C 3 -1615 .04 .51 .55 PLA7� BASED CN GEN ILKER VMJXS, ace CIB. 'T'1 or F3raU oust be 90% of web B1dJ Ler = 60.0Oft, Bldg 4ic�h a 6b,00£k, 4 -1609 .03 ,55 .58 Ehdvesti= designed fcr axial lands mly, le,3tin, alai 2kS if web in > 141-0". Lbs t4em roe= 20.83£1, t4t'H = 8O 5 78 .01 .55 ,56 FYrl,verticale tint are, exta�cled above cr atztL-gra&rl lather & box or ocnnnrn nai-s. C'laesificatirn = 4, Load lracl = 17.0 pef below tin trum profile (if any) uay e BC I= AX[, EM CSI aii3 tirnal 'd6aign comid:watirn (bf otl'>ees) 1 761 .09 ., 24 .33 fere• lateral farceri CIA- to WL-4 oar aaeiraanic 2 1538 121 .21 .42 loacla al tkle kuilding. 3 1281 10 35 45 4 1514 .11 ,35 46 Wm Emm. c9I WEB Emm ICST 2-8 -364 .07 4-10 285 .13 3-8 1970 '.99 5-10 200 .06' 3-9 154 .05 5=11 -1779 .99' 4-9 277' ;n 6-11 -147 02 MM VDI=CN (un) 4/999 IN I'---M9-1 (LIVED LF -.121' Ik -.07" 'Ib -:1811 I= MI=CN (cam) L/898 -IN t4FI�l 7-0 (LIVE) 4-1-12 4-10-4 7.-0-4 7-U-4 5-0-11 LF " ,0511 D= 0311 T= ,08. q;1-1� 99-0•Q 16-0-4 y 23-0-H 28- 8 - Joint Imhia-01 2 Q u a 1 0- 0- 0 7 0- 0- 0 2 A- 1-12 8 A- 1-12 , _ I �O.Q 5_ 6 3 9- 0- 0 9 12- 0-12 A 16- 0- 4 10 19-11-12' r 4.00070 5s 23- 0- 8 11 28 0- 8 6 28- 0- 8 3-5 T 3.5-10 5-6 I 5-7-14 1.5-3 1.5-3 5.7-14 (}� :nal t 2.56 \ 13$.,1:{�� I l}� is - 0-343 g 8 2.54 5-5 2.5-8 ri t 1/98 28-0-8 4-0-0 7 8 9 10 11 l- ^- 1 STUB 0viv111 Z 4-1 7-11-0 7-1110 C' 4.1.12 12-("12 19-aA' � � , h 28 11 $ i e 1/16/98 Scalo. 5/3211 _ � { ter ENING Rend all notes oil thitt sheet and give a Copy a,%it':o the Isrecting Contractor. TBF: 68.0 W0: G463 Tliis Is for an Individual building counponcol. It has been based orrapceificvdtons provided by the component rumufacturer and done in Chk a EP; Cuatcmer Name: E c rdnni tiGOli the current versions of'1'pl and AItpA design.: standards. No responsibility Is :sst nueJ for dilnuusinuaJ nccur:y. I)unelsiuttc tru lu be Da rt � R C cocr� H(.� W Ildrified b itte component mvtufacturcr andhor building designer prior Iu fabrication. `,l'he building designer slwtt ascertain llml tite limits utilized on �W��'D tills'8 ,g rn ct or exceed he loading ipnposcJ by the local building coda Itis assumed than the lap chord is bilcrdly braced by the roto£ or 11uur TC Live 30.0 pof DurFaee La1.15 P sltcat t ad tits butiom chord is literally braced by a rigid sheathing tnucrcJ Jtrecily nlLached, U1iless othemise noted. Bracing shown is for lateral TRV SSsupport n6f components members only to reduce buckling length. 'Pitts component sluill.nut be placed iu any envirunmcnr tial will ¢ a0se tits moisture TC Dead 9.0 pof Rep 'Mbr Bnd 1.15 content df the wand excccil:l99a wnJ/er unnse com,ector plots, curra> tan, irabricde, luutdle, insult and brace this truss it accoraLntcc whit the folinwin9 BC Live . 0 pof O. C, Spaei.ng 2- 0- 0 Tnasa'nl Syystems -Colorado Sland arils; 'TRUSCOM MANUAL', b Ttuswal,'QUALITY CONTROL STANDARD POR MIITAI. PI.ATII CONNECITI) WOOD TRUSSH.W 4445 Notllq>ark Dr., Colo Sp Ings, CO 80907 y r BC Dead 0.0 o f Deei c UBC-94 ([?S.r xx , 'H�\NULIIJt7 INS9'ALLINc) AND t)kACINO Mf TAL t l.n'1'R CONNI'4rLD WOOL.) - (IIIIhyq.uiJ '11111.91 SUMMARY P � � SI Ila: r )by'1,1'1. Tho Tntss Plate htsali le el'i'1)' is Iocaled w 5gi D Onofriu Uuve, Madison, Wisconsin 53119, The Aincncan liitrest and Paper Seqn 09.15.97 0 Asxociatjou (AVPA) is locale) at 1251) Connecticut Ave, NW„ Slc 2(M), Wcuhingtnn,:DC 21N)IC; TOTAL 47.0 pef TW CustaBuernEP Job Name: K C CONTRACTING - PARADISE Truss ID: M2 Qty: 35 Drwg: C098016108-001 Blit. X RFA, SIZE REoD 1 76, SO" 50" TOP CHORD:' 3x4 FL yy�� - TIiI$ DESIGN IS THE CbM'OSITE RESULT OF UPLIFT REA JION(S)� IT CHORD 3x FL Nl _ tAA TIPLE LL1M CA§ES, t RESEARCH REPORT ll160T. -199N 2 2- 1. 4 125 1:50" 1,50" WEB 3 Fl. STANDARD PLATING BASED ON GREEN UMBER VAUF_S. Lnedad four 10�PSFIn�ort-acncur(art BOLL.' HORI t ACTTON(S) E Z�1 TC CE �OtS1 1 �11 .OS BC FORCE 'A1Q. Iirti CSI 1 -275 .00 .04 .04 FOR55 01 Wf FORCE CSI i -- Joint lxatims = 2 2o--Oo--O 4 '2o--0--00 2-0-0 2-0=d` I 2 400 31 ` 0 1t -S 2.5-6 �,O�ESSI Vin 0.3-13 w 1 it 2-3 /211 2 GAP biAX 1 !3 9 -� 1-10-8 -8 Q'VI - •' ��` OF CAI.! x , 2-2-0 3 4 ` -•. .. 2-0.0 2-0.0 1/16/98 {yd Scale: 3/4•• = 1 •oil Read all notes on this sheet and give a copy ofdt to the Erecting Contractor. TuG design la for an individual building component. It has been based on epocincotions provided by the component manufacturer and Joao in TBF: 4.3 Chk: EP CD: Customer Customer Name: accordance with the current version of TPI and APPA design standard,. No responsibility to assumed for dinunional accurary.' Dimensions arc W bo building designer to fabricapon. The building designer shall ascertain that the loads utilized on Dsg(11' : MD K C CONTRACTING TC Live 30.0 psf 9.0 DU rFacs L=1,15 P=1.15 Rep Mbr Brd 1.15 ►' �T r + v0rilied by ih0 compnnsnt manufaeturor and/or prior �� V ties design mal or eueal the loadtttg imposed by die local building Gado. It L asNmed that he tap chord Is laterally braced by the root or floor breced by a rigid sheathing; makrlal dltccty attached, unless oitterwisa noted. Erscingshown la for lateral ST . sheathing utri Ute bonom chord L lakr+lly support of componcnh'memben only m reduce budding length. Phis component shill mt be placed In any environment that will cause the moisture - of the wood eased 1996 nrd/or cawo'cuntwxtur plate conrasiup. Pabricoie, tall and brace Ura inrw in accordance vitt the fo110whig ` TC Dead ,psf BC :Live .0 psf 0,'C. Spaci ng 2- 0— 0 � ASIS No' nhperk Dr., Colo Spdnast_, 849 content sttndardsx'TRUSCOIvI MANUAL', by Trwwal, 'QUALITY CONTROL STANt)ARD POR METAL ('LATE CONNECTED WOOD TRUSSES` • ANC1 BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (FIIB-91) and''Hlli-91 SUMMARY BC Dead 8.0 sf p Design Spec UBC -94 g p '# (QST•88);'tIANDLINOlNSTALLING SHEET' by TPI. The Trove Platelnettuk (TPI) is located at.583 D'Omrrio Drive, Madison; Wisconsin 53119. The American Forest and Paper washingtop, ur. 20oati, TOTAL 47.0 psf TW Customer: EP Segn 09,15.97- -41 _ Association (APPA) Is located at 1230 Comtecticut Ave, Nov, sk zoo; job-013 Name: K C CONTRACTING - PARADISE. Truss ID: T1" 1 Drw : ' EPG X-IOC Mr-T SIZE = rmp GEM 2x4 FL 11 %US MUM IS UE CG4K)SrIE ROM QF UEi,IFI fECIZrxV(S) 1 0- 1-12 850 3,501 B7 1.501, r C1tm 2x4 FL l 1 NIII.,TI13E MAD Com, smpport 1 -123# 2 12- 8- 0 850 3.50" 1.501' 4&B 2X4 FL SB1 U3 M PLATE VAUES EM IcM FESMrM FERET 111607. Rn BASH C V' CI I UNSER Vtai.II:S:, T tombd far 10 PSF mi-a irxwre nt BCLL. 71us� is 'cl�ic��ed, tisin7 u. Ala 'IC FCftCE AXL EM CSI CBi:11 Eh ode. 1 -1116 .02 41 .43 11 F]n]ceed =,Yes, Eked Zs�ie = yes 2 -1]16 .. I]LnYtc�te 17:1 Lure = _IVc , Gata�y = C ' 02 :h1 43 B, Lsz�h - 60.00ft; B1dj Width = 60.=00C BC Fi2iCE AXL iH1D GSI Mem xmt 2je 5lt = 19.23ft, MFH = 80 as claificatial,- 4, Dad Ibad = 17.0 PSI!1 1000 :16 :26 ,42 7 1000 .16 26 .42 VEB FC{SE CSI VM FLIE CSI 2-5 179 .08 mlmncN IV999 IN M4 4-5 (LIVE) IF -,06!'' D. -.031 7`= -.091' = Jcitt Iam+tiaw - 1 0- 0- 0 4 0- 0- 0` 2 6'- 4-14 5 6- 4-14 3 12- 19-12 6 12- 9-3.2, i' 6-4=14 6-4-14 6-4.14 12-9.12 6-444 6-4-14_ 12 3 o -_ T 3-5 T I"oik-~E"�r 2.5-7 3.1 5 t+�rOES 2.5 6 2.5-G ✓.;`01:r. C 1 �U 3-1 10-3-13 _i. � �. E 12 1198 4 12_y-12 1 �� p _ _ 1 r , 4 5 G 4P CAL\F 6-4-14 6-4-14 6-4-14I2-9-12 ., 1/1,6198 Scale: 9/3211 = 1' ,, b copy , '' �a aCiUl; TBF! 24,0 WO-1 0463 this shat and give a co ► o it to the l,reetin Contr. �K, � ARNINCr itefril all notes on ,% dcsi+a is furan hldividntil buddbt8 component, it luta becn Used un apecInctitiolis provided by the cuu:puocut hunitllactnrer and dune In Qak: EP Cuetemer Name t 6 c rdi ce Willi the current versions 01'1'111 rntd Ai11'A design sbtitdards. No responsibility is nssunictl for dincnsiwul accur..icy, Diulcnsinns tire to be Do. : g C CONTI2ACT12V0 i ti ut eat huinidaclurcr ltililior building designer prior to fabrication, 9'be'building designer sludLusecNain thin the bolds WIllied Oil � - verirfedby lite c mp t b b p M �w�/ this deel'tl mce urtxceed lite la�diu ini liecd by lite local building rude. It i assumed tluit the top chord is L�terilly brlced by the roof or dour TC Live 30,:0 pdE DurFaae L=•1.15 H OCH F.1M'OO D t t d' 9 111lrLilr braced b a rigid EllNldlill 111alerial directly n1i11ei cd, Unless otherwhe noted. IlRlCblb AJiilWn is 10r Lateral! Acalhinb and the bultom th rr i y y - r g g TO Dead 9:'0 pef Rep Mbr End 1.15 TRUSS' 1 liof c! m oacnts )nembers ubl in reduce buckling length, 'Phis colupuncut i hall nal be ptiecd tit tmy cnvironmcut dmrwill cause dte moisture st pp_tt t P Y ct_ur ILue currtWou. pubric:ne, luuldle, Install null brace fills truss lit uccurthutoe Willi the following BC Live' to pe f OX,Spacing 2- 0- 0 cuhtcllt n1 the Wood exceed 19% nudlor ause tonne Tn1su ti S� palema • Cirlarndo - • 'T SC A T)AL` b ` ruswal 'QUALITY (!0NTROL STANDAkD ItUR M13I'Al 1'LA'1'Ii C ONNI:C,"l'IiD WUi)I)'112U5Slis` 4445 Noma rk Ur,; roll+ 5prfngsi CO s0907 sLutdnrus, I IZU._ _UM M N 1 Y ) r BC Dead 8: 0 pili Doeiga Spoc UEC-99 gvr.es),111ANDUNO INSTALLINt1 AND tsltAcft 1,11gAi, pi.A'i`H CONNtiM u Wotlb rRU`*tit ' liiu•s+i ind'ulh•9l suM�lAkY situl '1'' by'1111, `rfic'1 ium Mile instime (19H) Is low led tit 581 b'Unurrio Drive, Madisou, iVlsconsm 53719, The Alneritum I urest nttd Paper TOTAI 47.0 pei TW Cu rEP Sogn 09.15, 97- 0 Assoc6tlon (APPA) is Idcaled lit 1250 e6onecllcut Ave, NW, Ste 2W,1Vas)duglon, h(, 2(1)36, _ I [TIC ob Name: K CSCONW AC�TIINNG - �RADISE Trus DESIGN IS M4Qty: OC1fr0a;1TE t : 12 Drw �9�016109-002 M1 '-I-1� 1I50't REW WEB 2x4 FL yS�TMIDARD At t, r WAD CASES. RESU T OF 11PL9 REACTICN(S) . 1'1 211 BOT CHORD 2x4 FL ll1 �1'l E :7�((i11 2 4- 1— 4, 178 �G rt PER ICBO. RESEARCH REPORT N16U1. NDRI 2 S55✓t PLATING BASED ON c1 11R6s R VALUES, i, Tt t P,F rx�' etvlcurrgn gC�,, AL REACiIaN S) F17RCE AXI BPA CSI e' 13x;; 'f . ax�a la ' ally. 629 .10 .24 .3S verfttals �t~t t,� kvtod�?'.1 ebtx/e or , L the truss Cn u� , l,� �'i f z r., 1 re BC IpR Ern Cs5 additional desigt =%id::atjrc6i (N c4i�rs) 7 55 for lateral Toners due to wi6l s^,1 stttc =era the bujldirg WEB FQ,RC CSSII NEB FORCE CSI — Joint Locations 1 0 0-0 3 o0-.00-00 4-o- 0 4-0-0 4=0-0 1 2 4.00 3-4 1-7-5 1-7-5 1C of SM 2.5-6� Fs� 0-3-13 1 LU 2 a t 2-3- 112 �� GAP MAX 1 ' i 3-10.8 i ' 3 4.0-0 S-��> 4.0-0 1/16/9$' 1/111 = 1. This design s' WARNINGiRead all notes onnt, hkv, he and give a copy of it to the g Contractor. TEF: 8.0 WO: G463 ee ifi n provided by the component manufacturcrand done in Chk: EP Customer Name: � accordance with the current version of TPI and APPA dui standards. No responsibility is asnumed for,dmen sloralaccuracy. Dimenien sam to be Dsgnr: MD K C CONTRACTING ^r verified by the component manufacturer and/or building designer prior to fabrication, The building designer shall ascertain that the loads u611zoJ on TRUE �! - L this design meet or eueest the leading Imposed by the loaf building rode. It is assumed that theWp chord L laterally braced by the roof or floor TC L1 Ve 30.0 psf DurFacs =1.15 P=1.15 - �MS shathing and the bottom chord L laterally braced by a rigid shaUng material directly attached, unless otherwise noted. Bracing shown Is for lateral d 9.0 psf Re Mbr Brid 1.15 support of cmnponen0a members only to reduce buckling length, This component shall not be placed in any environment that will cause the mo tum � BC Live P P TC Dead content of the wood exceed 1996 and/or cause connector plata corrosion. Fabrics te, handle, Install and brace thisbtus in accordanco with the foil e , 0 psf 0. C Spaci ng 2— 0- 0 4643 Nonhpprlc;br., Colo Sptings, CO 9D907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSIS' - BC Dead 80 Spec UBC—Q4 (OST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES- - (1118-91) and'HID-91 SUMMARY .P9n _sf DES] P- SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Omfrio Drive; Madison, Wisconsin 53719. The American Forest and Paper Segtt 09.15.97- 4121 Association (APPA) Is located at 1250.ConnecIUqut Avo, NW, Ste 200, Washington, DC Mac TOTAL 47.0 psf Tu Customer: EP ,Job Names K CCONTRACTING - PARADISE Truss ID: TI G 9 Drw : . 011 Ina � era FL #1 mw rmiai is'13E ammriE pair OF Tia true is deaigwd using tha LDC -94 Oxle. B7r' arm 2x4 FL#1 LE FL STNbY1RD NI.II PLE LM a—Ms. PLATE VALLE9 FER ICB3 FEM*�MMMU #1607, Bldg S]nlooed = Yea Eczl Tale Yea = C GRI BIR 2x4 FLTX= B� CN MEN L'LMER VALLES. Loaded for 10 FSF taro m��t BCII,. SIcigaxa-Lan4MI-2. 0.00 t No , Wi ft ; tt Fdtkl - 6 00 B1c1J In i = GO.Ooft, 1 Joir>r Inratia�e 0- 0- 0 10 �__ 0- o- 0 , 7C 24.0 in. of uniform load at 30 ive and 9 load plus any %rte aft Nan roof 1r_i t 19.23ft MFH - 80 2 3- 8-14 ]] 3- $-14 ppaa paf lm'is as slravit. Lcacb nest he verified, Classifiratial = A; l�aci Load = 17;0 paf 3 5- 0-14. 12 5- 0-14, 0- Attach gable verticals with platen irrUcateci 4 5- 7- 6 12 5- 6 ar use acie4iate sUpled. 5 5 5- 4-14 14 7- 8-14 Cable vertiadn nay lapixe lateral braei zg 7- 8-14 15 7- 2- 6 die to wirxi applied to the face. See 7 7- 2^ 6 15 9^ 0-14 Trwx%min a ted gable bracing` dam` '1 8 9- 0-14 17 19. 9-12 Lateral loin line with the ,cix 9 12- 9-12 not bemi acmidered tnileea utter These lcado M-0 Ur -ix aaa>Fxtic- zeqa- aibility of the b-UlChIV ob Blame: K C CONTRACT yC - PARADISE Truss ID, 2 Dtvv CONTRACT, • T2 SIZE Fax TDP CMM 2x4 FL #1 THIS i ESIM is ME CG awillE I8Sf1Lw OF � ��1 his) 6911 MFG XIX (25075 SI 2XIG FL SS i+L1LERE I= C %m, 1 0- 1-12 5075 3,50" 2,Wl B7L';C}LIm 2x4 FL SUV 8-3 p� Uum PGi I= FEsEArni lir 01607, - 2 12- 8 0 93 5075 3.50° 2.71lr Fa13 2x9 FL SILL Lca&d for 10 PSF r=-axxztrxa�t BCLL. TlriA rata gt TC FLfiCE AX4 S1D CSI Luibcr ellear allaAWAea axe peg DW -91, 111miawnt laaesu%� is rec=. -ei (kV CO-) to LMC 94 (Dale: FLA�TIM BASED L14 CSN 7SDff�T1Z VAUiS. ppxrvet rd_,ztiaVtq 1iM-c� See UM -91, atxi Bldg mIcaerl = Yes, 13x, Tale Yes 1 -10985 .35 .62 .97 2-PLYI Nail w 1W CLM'CN, a' - (T -91 >w[F3I/`IPI 1-1995, 103,4,5 arxi 10,3.4.6. }izrri�� t7csut Litre I I/.r�aci - C 2 -81p4 .16 .08 .7.4' Sijct. 12) u/i; IC- 2/ft )3C- ft 4S$9- 2/ft A1d� - F 17 6 .00ft, 3 -8104 16 t 01) .24 ClaOai f iixl - q MM ll 60.00(1, Bldg 80 4 -10985 3S .62 .97 [ h in tiIraal g = 1Dwd L., MM 0 paf - --LLY1D CASA, #1 I MICN LOAM -- ----------- ---- AC FLIxE AM )3tID CSI --- Dir L.Plf L. R.Plf R.1.0-- LL,/'IL 1 10435 .42 .43 .85' TC: Vert 78,0 0- 0- 0 78.0 12- 9-12 .77 2 10268 18 .60 BC Vert 714,1 0- 0- 0 714,1 12- 9^12 62 ,92 3 10268 42 .18 .60 4 ,10435 .42 .43 .85 Wo Fg� CST V (M 2-7 - -2923 9 2-8 2923 .19 4-9 1975 ;44 3-8 4830 .81 mx LUL=CIJ r( L/992 IN 6&N 8-9 ill,) is -.]S'! I7- *,0811 7 -,2311 - Joirt Local rrs _ 1 0- 0- 0 i. 0- '0- 0- 2 3-10- 8 7 � 3-10- 0 3-10- 2.6-6- ?-u (� 3-108 3 6- 4-14 8 6- 4-148,11-4 3-10-8 6-4.14 12-9-12 4 8-11- 4 9 8-11- 4 6 -4-14_ �J 4¢-4-14 5 I 5 12- 9-12. 10 12- 9-L^ 1 _ 2-I'l.l'S 1 2' 3 REQUIRED I 4.00 -4.00 6-6 V ,,/ V, 3 V 2-5-7 2-5 7��v,i �1 ••+✓,�ti+ey 4-12 -12 I0�3- ^ I L`J t t, 1 _ _ 33 2.5-6 8 8 25-G rac 12- -12 r�fJT" t;A1W110 0%/ 4•_ . 3-10-8 2-6-6 2-6-6 1 3-10-5 a »� 3;i N 6-4-14� 8-11;4 12-y-12 1/16/98 Scale; 3/8o li AluYING head nll notes otrthis sheet and give a cony of it to t/re Erecting Contraetor. IMF: 32.7 W0: 6463 .. " s des, gn is for nu htdiyiJlwl building cnmpunent, It Ims beegbased on Fpccific dims provided by the comlmllcnt to umfncturer mtJ dime in Chkt VT rsiatcmer Name: hi 6 �' t cnf vcrsio is of Tl'I nerd ABPA dchign a(:utdnrds. No rspousibility is:tsswncd fur duncnsiotud uccurtcy, Uitncusioi s ire lobe D „ m; tID K C CONTRACT1240 i ! uu.nld.11tci wIIG he c trr a nit it uiun, The buildin Jesi nsr 111111 ascertain Iluu lite herds utilixcilot veriricd by Il.e coluponcut lrumufacturer mrdlur building designer Inlor i ro r g g , ouf or flour 0 of DuzFaas La1.15 P=1.15 this design meet or exceed the butding,imposed by the limit building node. It is ussumed11 t the top chord is Ld,.tlly br .d by liter i+i.ve 30 • P HOME 6 hl a lhiu g :ur8 (he bottom cltdrd is L•tlei ddy bmccd by o rigid she,thing atutcrL�1 directly ntwclicJ, uiilcss uthcrsvixc noted. lfrtcmg shuun is or L•ncrd head 9.0 put Rep Mgr Bnd 1.00` TR S !_ 6 co ti Iu tents tucmbn•s onl to reduce buckiiug Icugth. This component sluill nut be pLned In mty cnviromnutr Out( Will c.11ise did moisture suPpurl i f i t i y a exceed' 19 0 :utdlgr cause cinlueclor lnte currnsiun. ►rabric:de, luutdle, fitsL•ilf.uid bmcc Illls hUss m pceord:mcc with the fuQuwbig BC Lige . 0 pe'f O. C -'Spacing'. 2- 0- 0 conlcln of rhe Wu d 7 p • r - 'o omdo • ^' t) • • t I ' -b" ,irmswal ' UALI'1'Y CONTROL STANDARD FOR MWIgA11'LA'1'II GONNIII I, WOClb'I'kl)SSI?S' 8.0 . sf Desi spec UBC -94 1451Nl.) stcnta C i sLuliLuds. I ANDI IN MAhUA , , y . Q BC Dead p 4p 1'° 4gJS.Nnrtlip^rk Ur.. t:olo Sprfogs, CO ttny07 S'1' -HH 'l1ANDLIN(1 INSTALI,INLi AND IfkACINO MI?TAI. PlA'PI CONNI?G I'f:U WOf)U'IRUSSIIS' - (11113-y1) rind ') III).91 SUMMARY .91 v r ),y id Miller SIILI:I" b PCI. 'I'he'1'lvss I Lde Institute (PI I) Is luc ued al $t;t U'OnnfYio Drive, Madisnu, Wificonsln 51719, The Milcriaut i+urc l n TOTAL paf TW Cuntaner EP Segn 09.15.97-- 0. AssiicL•ulon (APIA) It located m 12,SO.Gnunccncul Ave, NW,;5te21x), Wuslmiglou. DC' I M. v ob Name: K O TRAGTiNG PAR ADISE Truss 'ID: M G 2 Drwg:--r0990t 60 mus 13rSICN IS 'IIS Q3`1rwrm IILAE.II' cr 7Mu' s tr s is dwigs�ecl using the TOP Cllm 2x4 FL: III n Pi E LOAD CASES. U)C-94 Cbde. =Yea, r•+s 7a�� m C B72' am, 2x4 FL '91 Bl F2nlcced C�SIE 73CiC 2x4 FL Si7LIDAFd1' PLA E t1ALLLLSS HR ICSO 17 i REPCR #11607. I mn jc ij-/�l = t p egca y _ P)=. Bf>SED 2 C FL IIr1fgR VALIkS: Loadod fat- 10 FSF tmi-calau-m-it BaL. Bl 60.00ft, L.,� SVic h = 60,00£t, --� goint Ir»tinTa = IC 24.0 lis, of tinifatm lceci at 30 Mame root ileigt� = 20.26£t, h�FI - 80 1 0- 0- 0 20 0- 0- 4 ppaa ive atY1 9 pof dry plus any i her C2Brsificatica = 4, Dead Lmd = 17.0 paE 2 3- �;= 0 21 3- 3- 0 la�r]a ae WT 9 Icacb punt be vivified, 3 4 'i- J 22 4- 7 0 Attach gaije vetticals wish plat indicated' 4 5-11- 0 23 5-11• '0 cr use -fie stVleas 5 7- 3- 0 24 7- 3- 4 C39ble vextieal.s nrxy raquze lateral )u acJ' 6 8- _7- 0 25 8- 7- 0 ,eto awird applied to the face. See 7 9.11- 0 26 9-11- 0ted gable 4 -acing mal, 8 11- 3- 0 27 11- 3- 0 Lstetal 1 'fur line witdr tl-ie ci=:ds I -q- 9 11 9- 8 28 il- 9- 8 trt fit, oa'tsz j%vd tmlwe sTDtel cthetwicts„ 10 12- 7- 0 29 13-11- 0There lcad3 aid tin c39Tjct1aY3 are the 11 13-11- 0 30 13- 9 :8- Ttibility of the Wilding ClWigtrr. 12 13- 4- 8 31 15- 3- 0' 13 15- 3- 0 32 15- 8- 0 14 16- 7- 0 33 16- 7- 0 ,15 17-17.- 0 34 17.11- 0 16 19 3- 0 35 19- 3- 0 17 20 7- 0 36 20- 7 0 18 21-11- 0 37 21-11- 19 25. 2- S 38 25- 2- et i 3.3.0 2-8-0 2.8-1) •�2•N•sl.. ,1•N. ti•IbU_-. .f_.1.0 3.3-0 .5.11.0 8.7•0 11-.fiU 1.i•11.1I 21.11.0 21.2.8 w_ 12-M 12-7-U 6 7 3 9 10 112 13 la 13 16 17 18 12 4,00 3.a T i TaFss/, -0 4-o-2 tr44j 0.3-13 sst } lot .r+ 2131/98 ""►� �� I 25-2-11 20 2) 21 21 24 2i 26 2718 2?U ,tli2 3.7 34 if 36 37 to C�aF C;A�1 43 j4j 2+8d) 2_f:0�.2.8d) 12.8•0 2.8•0= 2.8.1_2-lYU 3.3.0 �.f•Il (1 8.7.11 11-3.0 13.11.0 IC -7 -01? -j-6 21.11.0 2f-Z•tl a 1/16/98 ,. T1'RIGAL PIAI'Is : `}5�3 I, ,e ,. S SUPPORT Seale: 5/32" = li OVER CONTII�UOU ". y° ,th° '.•'" , .e ate. � TBFs 72.0 t'i0: 6463 AItNING Read all (totes on M4 ,Mutt altd ON a cold! of it to tltc /srecli►tAr Curttrncturi Custwor Name: 1 p ud to Chk: EP this dcsl n is for sus bsJ'Yi4uiil huilJist colnpohcitl, I furs beeii S;iscd oil S CCitialliellt% provided by IIIC CllmputlCh` III I1IURC II ICr nnl mensions me lobe ICC 'CONit2nCT12�C w+"?� g (• y incn. n edi S ed Uhl Dagar s MD 1 bCIIrJ MCC vY,lllf IIIC CUgd11F VCIFIUIIS tt i I 1 3111) Ant A Jcslglt St Id IrdS. No re adslbilu is .Issumed fur JI11i d ;iscZluun tlwl tile hXiiic 011117 tc:coimruncnt oliotufacturer told, r bulid ng desigocr prlor to fabriwlhm, The bulldutg d"1918 1 V ririadbyil t TC Live 30.0 pe f. DlsrFace L+�L15 Pa1,15' M a, gg :,, : eecd Ilia Itkolto •-iui nosed by iha Moat buildblg coda, Itis arssooWd lhal the top chord Is L•ucnsliy brsccil'by otic ruor or flewtmeml O E � lIA$ the .,,n shcel fir oX g -.l a iihin ituitcrbd Jitecti alnldtcJ, wiles ollleta'ISC noted. lirtienlg siowh Is fur 4 shailijbij and the bottom chord Is Literally bnleed by iirigid sli 8 _ y „ -, r i Isinenl lluii w8l chose the Inoishtre TC Dead 9.0 ps f Rep t9�r Bnd 1,15 of ti'teJUccbuekliu Icn,ih, IhiscwnponcnisicJlclotbepUcedut byuiVit TRUSS. suppun nr aotntitn,rhls uleoiber> I S g b 1 , . r 11 h d brlco tills Imss Ls ilccorlmco Wlih the f0lkiWihg BC Ll-vq- ; o pof O. C. Sp4cirig 2- 0- 0 cs o he kiooe cXcegJ 141 0 :wJ/or cnusc ^sisiicctnr plata corrosion. Nbrieift, lwhdla, Glstnll . n ,e.,thl 1l r I _, , .; - , , b r hrsAoI 'tit IAIATY CONTROL S'1'ANUARI) 1: 444 MI:I'AL 1`LA'1'1: GONNI (fliU WUUU 1'ltUtitila' BC Dead 8.0 I±ssf Daeign Spew JBC-94 L 45 cfi aletua,rC,Col S etvsiLtrJs, 7 R115LOM MANUAL'i y - A44$ Norl�pasl Ur.. Colo Sp, CotiJ947 O INSTALLING n AND BRACINd &1111-' onufri3 CONN1Ivi I iso WUIst sip 537 sS! • (o Aloo)C +,111U•91 51tiiftr Y h itANUI.IN , SI IIiIiT' by't'i'I, `I`hc 11'rom PLuc hsstiiide (I'PI) Li located su .581 I) Onufrin l)riVc, hfhdisun� Wlzduus a 5311y; ihlS Aliicric,n 1•urcr[ nhJ i.lper TOTAL 47 , 0 pe f TW Cunteavart EP 6egri 09.15.97- 0' AsSUC41OUt1 (APPA) is located at 125( Connecticut Ave, NW, Sle2M, Wdsishnglan, I)g2M.16. Witt __ job Name: K C CONTRACTING - PARADISE Truss IDi'U 1 ' Drw 6 66.016 IYP11LImm(S) t 13ES; X -IOC FiF7 P OI2E F 'IDP Q1� 2x4 FL #1 MUS ISSIIN LS TI4E 034PCOM _ G LTFP -24 5� l 0- 1-72' 7.431 3,50" 1.53" BCf1 t3LlaJ 2X4 FL ill I[IIIIIFIE IL1PE) t 100. t 2 2451) 2 25- 0- 4 1437 3,SOt' 1.53" 403 2x4 FI, SI7tZtRD 11CF.'VTti[L5 PEIt ICBJ FSI {)1607. Ttus ;$ dmi� t?trit)y the FLATit33 PAID IN Cit]I LLbiEtF32 VAISES, Irlad fear 10 }?SF txii-o�xitrzn BCiL LIC -94 Code. IC F=. AXL RU CSI Hja= 2� )e/nnqGCd- a yes, :i , E -'Yep? Iltna.� Oma¢: ., "c =Iia , I•y� t- 1 -2802 14 .50 .64: _ g0;00ftr Blak Widtll�.00ft, -2324 .06 .52 5'T Blc�j 7. 14<ui =E Iteigit = 20.26ft, t+iEi{ _ 80 3 --2319 ,05 ,52 .57 Cusaificatim A 4, Doead'Lc avA a 77.0 paf 4 -2802 .14 ::50 ,64 BC ,_FRSE An Em CSI 1 2603 43 .24 .67 2 1750 29 .17 .46 3. 2602 43 .24 ,67 mm 2.I61 � 31 -80 7 1ST. 3-7 620 1V 4-8 -598 .15 M IEEIBMCN (qct) ' I.t/999Ili 1474 8-9 (Law) In -:20" D= x,121 T- -.32" Joint Lacatia,a _ 1 0- 0- 0 6 0- 0- Q 2 6- 8- 9 7 9- 6-0 3 12- 7- 0 0 15- 6- 0 5.10_t 5-10 (8-9 4 lt+- 5- 7 9 25.. 2- 0 6-8-9 5 2s- 2- 0 6 -g -y; 12-7-g' lti-5-7 25-2-0 1 2 3 4 9 q pp. 0 3-S T TL5-3 1.5.3 4-6-2 5-2-� 38 3-8 r U_3 �U-3-13 2.5 4 5-5 2 �% p U.1 ..-.r . UFCA��' r•, — =, IS -g 25,2,0 g 1/16/98 Scale• 5/32. p 11 1- �1 1 W02 t;463 ^„ TBFt 50.7 " " y ARIVINGr Read all notes on tdiis sheet and give a cony of it to the Erei td, o Cutftrand don Cuetcmer Name: 41 p p y co nponcnl tnctnufncturer and done In Chic: !EP us des{ n is fur nn individua` l building component. It h as based specifications iliums rovidcd umed'for dimens[oluil accuracy, Ditrtctt"hins arc to be MD Y, C 'C'ONI•kACTIM E g Dagnr•cord mee welt the current versions of TPI and APPA design stantUtils. Nb re po sibilitY�uilding dcsig)icr slu+ll nscettain d•.tt the lu ids utillicd uxhied pyihc compenenl tnattufucturer and/or bulldog designer prtop to G+ rl �c5umed thalihe w chor8' is kucldly:braced by tic rewf++rflour T( Live' 30..0 psf DurFaasLs1.15 P�1.15 this design; ncet nr exceed the loading itnposeJ by the htcol bulldog code, li Is cte ted unless otherwise ruled. Ilrocing shown i for bncral.g,0' s£ Rep Mbr 'Bnd 1.15 M, tatlitbt ' mild the boltutn chord is GdenUy brmced by a ,ngtd sha+lhmg tit )lerhtl tlireclly nl .I, , TC Dead Psl B p p y Lstura is mentberr. onl to reduce buckling length. 'this corn until{ hiu�ll nut be laced fit alt environtncut du+c cora ce wlnh IIIc.following BC Live ,0 psf O,C.Spac ng 2- 0> 0TRu s support u( roupont n Ybrace watts exceed t97n :ntdlor c +osc cotwccltir �Lttc currysrR Pabrtr i) lU) F , )nsMU M VLA H Russ lIal't{)'WOOD TRUSSES`coticnt of lite ,' .,. RMe'rn),ILAIr.c.c�Nr1. Bc'Deaa e.o ps£ Design SpeapBc-94 - Colomdo standards: "fRUSCQM MANUAL', 6) rtv Mal, 'QUAu'ry CoN'fROL Sr bNlNlir'1'til) WbO''' (I110•yl) unil'illli-91 SUMMARYr.,ColoSprings,Co80907Qti'1-Kg)'l1ANDLINaINSTALLINOANDBRACINGMCrAI.IJAl1.0 N( TOTAL 47.0psf Tw Cuetamer:EP 51111'ral by I'll. '1'I anicnss Plate Institut; �f I) Is{cartel{ at Sk7 D'OmuCiu I)riYc, M;+dison, Wisconsin 51719, 'I'I)c Antcric d lrurosl uttl I :ytcr.15.97- A Assocbdion tAli1'A) i5 IeCAled nl {1SU Ctl-�tttt u� NW. Ste 21M), Washingiuu, UC'aAf7G� 1 d• , ob Name: IC C CONTRACTING - PARADISE Truss LD: lI2 12 Drw :� 1 13E X -IAC FEAGT SIZE Ii7i3 iDF ❑} 2x4 FI, #1 'THIS IFSICN is UE CCMEwri f�5[W Cr 14.IItI'IPLE LOAD lam. [JPLSFT F ILCN(S) t 1 0 1-12 1425 3.50"' 1.5211 2 24-10=12 1177 3.5011 1.501' t BOP Cid 2x4 FL ..1 VSB 2x4 FL 'SIMM ]SAIF VALES 1512 I173O FZ At;CII t iP #1607. Leaded fad 10 PSF 1= -Ca k 13C1L., - 2 183# 'chis is designed using the PLATIN BpsM iN GEM _IJM�R VA M.. UC -94 CJe. B1d3 FrvIceed = Yes, M-4 ZOM - Yes 7C I= AM HID GSI 11sriUcr-/WMa1 Lim _ Lb , C Bldg Ls - 60.00ft, Alck3jdth 60.50ft, 2 2307 5 .51 .57' 3 -2278 .05 .48 :53 Wail mo,Pheigltt 6 20.26ft, MFH = 80 Classificatiai = 41 Daad Irnd a 17.0 psf 4 -2748 .07 .48 .54 BC FtRCE AM :aO CSI .42 66 2 1732 .28 .16 .46 3 2547 .42 .20 ,62 1IF8 FCRCir CSI MB MKE CSI 2-7 -593 c7S 3-8 585 .26 3-7" 624 .28; 4-8 -575 115 MAX r Z1xPiCri (span) ' LV999 IN MFM 6-7 (1.1GE) IF -,2010 Ik -.17.111- -,3111 --1 --joint L='atia-a -- 1 0- 0- 0 6 0- 0- 0 2 6- 8- 9 7 9- 6- 0' 3 12- 7, 0 8 75- 8- 0 -540-7 6-7'4 6-8-9 5-10-7 t —{ —� 4 18-- 5- 7 9 25- 0- 8 5 25- 0- 8' 6-8-9 12-7-0 IM -S-7 25_0-8 12-7-11 5 1 2 3 -4. 0 4.00 3-5 _ 4-6-2 1 1.5-3 i'S.3 m ,� ,gyp 1~S5/qy ESS -t, 3-8 3:8 =114-5 =0-3-113 2.5=4 S-5` ,�33��+ w -n ,. r 6 7 6_z -t) 9.4- STUB -.�.. 9-6-0 9-6-0 25.0. W ^I 1/16/98 Scalar 3/16" 11 ••'+` DARNING Rand all notes Ott this sheet and give a copy of ft to the Erecting Contractor. by the componutl in:utufncturer and done in TBFt 49.3 Cbk t EP wo, 0463 cuatcler Nit s. tl 1 's design is for nn indlviduill Willing component, it has been based on spccifiaahons provided I hl _ g e s ui fi'I trod AFI'A Jest n stioilirds, No respi nsibillty is assuillc for dinrassipll d ncino%ley, utmcn;luns nre tg b c rccnriLUtw whh the currcut Vcrfilun g Iluit 11x48 ulilleed Irrl D3gar, t IID K C CONTRACTING * {v ■H M � � D d ' the coni intent innintr:ldurcr WWII/or building designer prior to fabrication The building designer shill :IScerudd Iho this ticsI n Incel or' exceed_ the'Iwiding imposed by the Iocel building code. 11ls.wtistgned lfinl lite lop chord is Lucriily brlted by the roof or floor this do by t I g is for Wend TC Live 30't 0 psf DurFado L -I r15 Pd1:15 1:15 w -'�" •1 c a (irked b n rigid si wtlung tmltcrLd directly nonchcu, Unless othet•Wlsc haled. Ilydcing shuWn g. uttom eh11r11 s l t r Ily Y -s Laced In un cnviruntncnt IN't Will cause line molslure TC Dead 9:0 paf Rap Mr Bad TRUSS ind nufbc %iuenntrC U1Rcomtmtcii4i mcrnbOre only to rctluce buckling length, This cotnpuucul I h Y li J: ncc'whfi the ta04whi nn . n CUrrUSIl11L Ir2brIh:11C, Iu11Nle, iuxuJl Wild bGiCe (niF (ILGC9 htny C. t 1 ,1 g SC Live: ::0 pu£ O. C. Spaa+�'� 2- f�- 0 Tnlewnl;5 stems C�inmdo CO 8007 CUIllellt;Ut the W119t1`tn teed lye nlld�llr C:IUSC CUIIIICCIIfr pL,IC ) "' IJAL' b 'rntsWnl, `QUAI,i'rV CUN'i'ROLb7ANbARb:I,OR MfiIAL I l AIt3GC)NWLGLIsb WC)(II ftU45115' = s4vtILIrJs, rltlJS4oM MAN , y ,. , CbNNI ct t?u Woou't tttlsstf� (iilll•91)autd I IIII.9I,SUMMAkY BC Dead 8:0 psf Dasiga Spea UBC -94 _ 4445 NortKN,k 0rtl,Cola Spriip, NbLINO IN5TALLINO AND 13 CINCi Mii'rAG ]'(A'l'it (t)S N 88),41AWlsttntsnt 53719, rite Alncric ui 1 oresl igtd ,klper Si lupi'!" by'rm, 'rite Tross "Lite Instituto (11% is belled it igd ,tj` ioj'me I)ril'c, Mndison, TOTAL 47.0 POE , TW C1i©tcmar r EP Sega 00,1537-_ 0 Ass11cL1'tilirl (Alti'A) h iucnlcdUt i2ul Cotiiic811cUi Avc, N1V, Sic 2(10, Wnsftliigr'm, pC 2tkr1G, i CDF FIRE SAFE REQUIREMENTS 1-5 e* 119 AP# PERMIT Under authority of pRC 4290, the following checked items are required by the Butte County ,Fire Department and are be su era d d by Buttet of this County These requirements are minimums and will p standards. Field local regulations which equal. or exceed these inspections will be made by the Butte County Building Department for compliance. ['f 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards r;d measures and to assure continued avail ability, a. ,es and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [a 1273.02 Surface. All driveway surfaces and structures (bridges, 117' 07 culverts and other apparteaant structures which supplb_ ment the roadway bed or shoulders) shall prov,i a uno structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds L] 1273.03 Grade. Not to exceed 16 percent unless paved.. -1 1273.04 Driveway Radius 1.. No roadway shall have a'horizontal inside radius of I curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 ,feet. :Z. The length of vertical curves in roadways exclusive of gutters, ditches and, drainage structures designed to hold or divert water shall be not less than 100' feet- 1273.05 Turnarounds. If required, will have a minimum turning :radius of 40 feet from the centerof the road., 1273.05 Turnouts Shall be a utminimum5 foot taper on each wend nd 30 feet long with a minim_ [�y 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance. of 15 feet along its entire length. Page 1 0 .3. AP PERMIT ## 0ther Recxurements uldi.nc� Set"b�lck i`s 15 to 30 Feet Class A or B roof Enclosed eaves, NAME If Build ng„ Setback is Less Than .r: reC- Choose any 3 of the following: - Metal or no doorsonbide 'toward property line with insuffi cient setback - Class A or B 'roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceed _!0 of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3coat Hardi=Board or Plank Masonry Masonry veneer Metal roved materials other Butte County Fire Department app 6 Sl 0 NAME PERMIT # CSC] 1273.,10 Turnouts Driveways exceeding 150 feet in length, but t shall provide a turnout less than 809 feet in length, the driveway. Where a driveway, near the midpoint of exceeds 800 feet, Iurnouts shall be provided no more than 400 feet.. apart. 0 Turnaround. A turnaround. shall be. provided at all C( 1273.10 th and i.thix�i 5°0 feet of the building. ng building writes on driveways over 300 feet in e shall 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it sprues. 2., The gates must be located at 'least vehicle ftomsthe r/ roadway and shall open to allow a without obstructing traffic on that roadway. C ] 3 Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fue3 Modification 1276.01 Setback for structure Defensible Space. 1, All parcels 1 acre and larger shall provide a. mini [ mum 30 foot setbacks for buildings and accessory bu din*s from ul7 property lines and/or the 'center. of the road. 2. For parcels less than 1 acre, local jurisdiction [ shall provide for the same practical effect. See Other Requirements below. ding '2 Disposal of Vegetation and Fuels. Disposal, alandfill uSite [j 1276.0 pin buryingi,burning or removal chipping, jurisdiction, of flammable approved by the local vegetation and fuels caused by site development and nstruction construction, road and driveway r or to comple and, modification. shale be completed p road construction .)r fi:�al inspection of a building permit. Page 2 c>f 3 ._ ,� ,ra , �_ ;' �- �;; ��: .� �; ,, p .y.� �,.�, w..T.......�,. ��,.�.�.�.__W_W.u,�.a�_....a..J..,_._.T ---- �� o I:Era.ceol PanPl, Schc d u� ' 'o. '. N .. ,. k i. i. �ls�. 1' �� �. , ' � � .. ',. I. �-. � .. -.. � I ; v ii. i bay 1� k � �X U 0 3,,,„� r _,. :;� �" _ . :. _.. � � � �. �r 4, r k ;, _: ,, ,� ., ; , . �,, d5 �_ ,: , _- d` , _ ,�m .� �_ _� �: ,. �... �� F x ._ ., .� � .>, w .� , _.._ _ . _ _ .�.. _ _ _ . ,. t,.., s,,. U.. .. 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Mrlr' Ir+ Joist to' I I- q :1�-r': -te�pr�l�lr► ... .: _ .... :...:. ...3 ^� 9+<I .1clist trema joiF t CICI;r?r', 'F GC1? 1-toilor 3 -Rod 3 Cl sel" Ood end jolsts to _ill, 'toerlrxil , ,.. .. ..... .... ..... ......1" CIC, loci 1 Br'I ie�#r"r, tCr i1 1 t fCrF�r'IGII erg»I� er"ICI, ., .:,.. _ . .., ?- $rl 1Oi 't 1 6 or less 'to eoch joist, Voce i1rill Wl(rt• ti,Gr'r 1•r., to eoch joist, fore a„til 2_ eI: e,jhfl(D0l” t1.1 J,-)Ist ,fir' gIr`'C#er, f),lrld Orld ftlt:p mall- a3,CI 1 1/41 1� [j�_ ,x1� Itlfk;ryr�d+�lraxti� `:tl�,r1�1'"ts 1(t" fit e.t.a( �ti '1' k at E'Ir,l,,r =' LJIa 'r7 FI Yw,.-)r„l noels. y�,ll l,E,ir- ffi �etal:tr"I�rr;lr, Mtar' 1't t, 11 1r.�{ ,:,`t 1f," 0 r.11.11 +.: ',_0 r.i ,M''.I 'ot Iti.” [g'gf,3t'iar"'l. N elk �Iz+.�i.►6,a pIIAEe11 1 xp p! ,ti ll 1r�, r _ T1 01 1�` 171: h t i,e# r �d Itfa ( 11 T,��1 hl rt r, ital s „r�ci Ir,t r-aet. `Ivry frYCE rl,?I► 1. irtEr7t I,"tt'' Carli.l r,+�r.�,r' Wr'tll Ittt"i`:p,:ti1JrlS lr',I".i .,.t,,ttt".i?[1 14 en,:l ....4 r 10 ,:'l sIrle . _ ..13 8d ti:.lr 4 1110 l,r l.e=-ilrr", T1r.H�i.'-., :n" r -;v pnr"tltion=� fri:null �'t 10d 01' 1U+1 _ p,jF.•rice _ r-,af`ter'S,, hr?t-p rtG11 5" 10d Ctr" 3 "lt.,Ll Iac.t t(1 uIld pi f, -.ice rili'rl I; 1:?tir:•t-up corner tvcls ltnrl of �4* OC 1 BI,#if•t..., IF, uir"et r 0111 I k:'arrarts. y..,,11 ..y2�1rf Io 't1')P Grid laut"'t'.iM rxr"Irl ey +. E'"• M'. F� 1.1 y:.. •" riJ I., at r i r�1 j Aod at splice l6d at ec-c t heol, ling ' ;hk?r�tl"Itr'ir r' wC+ilk k:ktiel° r"oc,F 1 8 or less ',at eche°'ing to eoch bearing, Face null 1 , mi:.�riw tl"or't 8 Sl'eothtr`Irl fio ersch heot-ing,'f0CC' null 98k) 1/2", or- less �cl 19/3Z, to 1" I -IPS 1-' ) 1-1/4".., ., ....,.1Qc� N 0 T C NCails Spo,,e,„i r,, ❑ I:. olcartrj rill edg?s. 121 Cil :rfi inter mp lia t,e SI„#PFOta t c4, Awpl'Ic,lt Shingle pv e �8" p►karwok.:+tl 7/3' 0,,r?r Plywood 1" fie -r ooFrng over Shingles 1-3/4" N N T EAll owls to be Cort -0510 -resiston°t with large CI¢t ha.xrls art%'1 sharp PCirr`tt5 For plywaaGl`.1 • Ap�IIIC�xt#o#~I-, t'ia#la most lae thr euded 1 h S{ II I l+srf i1�It " t r ,r l°''l t l `l C 1, l 1`Rl h t' F =' i r~ t '1. I ("Il`Icl f� �a ` t e i r b .1 � t �h L P� �or I) e vv coost u- tion pet" NF tW ri z t o e - I t Irl g t r u C t I� A r P A y F � C, m t ho vy it, e 1 + c z t ir� Ai t cs +he t %�J \lki f r k - PI VI p r 0 I,J e o I I 6 w 1.) e s t g c �Ipper I' F AW yi t tz, An s 5 /8" Oil*, Ot 201) ej it 1 7, rj I ti,, wifl h 4 A, 'id 11 iN f it I1j1.jI,A,3 F A -'ril thi f 4. V�1,,tik7l /sk�w�lgf�, r�!i 'Wig C11*16 With 1, v I,-' C I P tj f) 1�,� t I I-; I A 1�, A) I It i ::,--I t 17, 1 r_1 a r' u t j II)II) I I� w t� & I, one-riotir cit gr k�fx t� A �71 Dt ,Il -e I:, sepcir.)tint,- t�p W E I' it I (I NIL C E I CA - I' f7j 1-1 W If I es wider al 'd tht� Ll vvilli s p, �ki. , 2-C)" oi P�)IW erlor wck t I ill , 4 , 'I , I - ') p k� k:j r t. irt, f) cl w ii c , rony - n w t:ki In o 1.11-1 t I? C t (L Z. I- . E S 0 1 ILI 4 ' 0 "11 m ci I An 1.4 rn twc- e ri I', H- it I- ,"I I, I P -I t cz r wci m o uri e d I* e,-- Fd P t 0 Cl FF 3 .I t -I CI I r, V 0 t i- I lie S 'Al I 1�:, I -I t I f" in 7,epckirk�te �O AMP' Circuit ti --j PPI W, r t 1 e t w 0 zepo - ete 20 AMP 1- Iti-I o�'l I rippli"O, rind - tP- od cii'Cl.Alt-c it I t-1:1 Cirld dilljog r OOMS CIS OCCk'Ars I'_)rI 'A 1 w pi 17 r.if Ai � j,r I V4 7�, 0 1, k'-ticute rip -01, the- A/C 1,41*11t �F At I I"ICI t Vir ".:i" lv�, C- t PI, i0k, 0 1) d 011 , 0 �4 - I - v E 13 Cit 47:01t PI - _'4 NEI' C-10-0 t r) 7 e :1 r) r) �j tD A,,,e j C1 I A ir i i tharl i?, -W It 1�4 IL IL --,Ill - t I r "I r, I, l_:� A t 1. w i + h i ri I, A + I- I le t op f t i j i r w el I v S 1 1` c I�Ar �7 Pt I.-, C-. 115 �A I", 'I t Wit' il"IQ �je I, Not I�Ft -t. t lip 1;:rlokc 1, tek,-t1'W'z Wit I_- + 1: l' L + h k'- ,I 1 111 1 li :I + I:-; f t 1, 1:'� t) Ij I- 'A ifz f I= 1 10 C t wr ti I E�I� f ^0 Elielctril lil:jJ111"! f kit 2-WS04 VWa -W&H f "�'l I tit pf- I I W_ pil I i I I �5-wa4 sula 5`4 -WN �Wk A0,14 11 til 0*111, i� Irl i� r 11 Ot t pftiwr 50 a rociter 5wa 4- t.'i I' i, IF [I � VAC OL04 well mia swmW AAHO.. WAI WdA 1115 Vk AIPW flxr a", '220 W A-Maked WAI "A Q) drAlon Pox, - verlf4 WAI Mar*ed Waidz%e 1* WA I Y P r'I 0 r, C e PA t� I., 1j, WAI Ilw*� do -et, 1* 1.1i've a himinwri compresswe sir-enotil o( 2SOO P',l at 29 dit".4 mittit"',im of I sdcks or cement per cl.ik)IC YOI-d) The OfitSide diomellet- CO,D3 UP comdUlt ol, pi. pioceld to the plane of a stlib t-hou ont P-reeki sholl be locoteO In Ilie 30", of $lob 1111cl-,kiess unless speciricalty dk oited other lose and OwIteA walc6jml� shall IIP '101CP mideil e on�thied Ot the stab Clear spacing betiveet'l UdJOCerlt r'01"dVill, Or PiPeB A lie larger Q.D. Mirilmi^ UZN on plans, SLWCaCeS Of' joinis referenced as 'Cold jolltis, (C-) shall be troweled or athevioliso t, i �"a� LVV':& fal e s 1*,0 t *Ith 8 layer's of Wilding paper beiiieen svrfoce.!i oil other comcre+o joints sk all b rov "Pk)eal to 1/40 lus or mirlus amplitudlp UO:N, jo Wmw 6"6tl fal 4 Welpforcing steep, sholl conForm i�-615 grade 60 in moSotiry, A-615 grode 14 it) coiricrete Cot, 46 borz and A-615 Grole , for 05 Bors and smdllor 115 VAC %ae ktecbr W01 6abb_eN '5 Clear totiverge of concrete ov okjter reimforcement eod5 51,011 Oe a$ f0linills UON 'it, (wre Al MOL- Jebectou tvqedw Conceete, cost ogaintit and exposed to earth.,., 0, ror�med coocevie exposed to e0eill oil kitleother #6 Oak- or, loget, CAN fm We kowe fal 45 bor �it`id smatter -med concrete not newtiovi obOvie- 3, 4* Oe -J85, and sl wilvi AST, A wa b Electrically %eldled We 'esh (C WMA.) SPIOR conform ut mid- depth vF the sla)) flom rqqister long cis proctito�ile sholl lie Ad bert" All wAV 6wAvard roqi�ta 7 Resoroecing bort� shall be as All rewnforcir steel rew4wicing boes sholl ev:iend as FO r as possible At Corelers and bws 51-011, f0wo CAI r. minim-jm oF 18' All bor splice A, A, hum, U,ON on pt6ng. s � i6l have 24* tops mlt*ll i�� &�e�a Poinforcing i:%ot1A_ Clotivets Inserts and orichor butts sholl be properly 16coled ond secoriely I osiviled Irs posillarl prior, -to Ploclo*'Ll coiijcrote, E3D km W I+MO "PA""'MMEW irr�lon N-Aem time owl iann N,.qL% UzIll OM I P —4, 6m 6b wtt� vauum WAer Mak, itki a per �31 it Vi tp #I i 11 Q'ifiv .!"V 1' 1K *14 V� to, G Ot a W l , 4 P A it� �1, 4 A� 'i 1�d L P� �or I) e vv coost u- tion pet" NF tW ri z t o e - I t Irl g t r u C t I� A r P A y F � C, m t ho vy it, e 1 + c z t ir� Ai t cs +he t %�J \lki f r k - PI VI p r 0 I,J e o I I 6 w 1.) e s t g c �Ipper I' F AW yi t tz, An s 5 /8" Oil*, Ot 201) ej it 1 7, rj I ti,, wifl h 4 A, 'id 11 iN f it I1j1.jI,A,3 F A -'ril thi f 4. V�1,,tik7l /sk�w�lgf�, r�!i 'Wig C11*16 With 1, v I,-' C I P tj f) 1�,� t I I-; I A 1�, A) I It i ::,--I t 17, 1 r_1 a r' u t j II)II) I I� w t� & I, one-riotir cit gr k�fx t� A �71 Dt ,Il -e I:, sepcir.)tint,- t�p W E I' it I (I NIL C E I CA - I' f7j 1-1 W If I es wider al 'd tht� Ll vvilli s p, �ki. , 2-C)" oi P�)IW erlor wck t I ill , 4 , 'I , I - ') p k� k:j r t. irt, f) cl w ii c , rony - n w t:ki In o 1.11-1 t I? C t (L Z. I- . E S 0 1 ILI 4 ' 0 "11 m ci I An 1.4 rn twc- e ri I', H- it I- ,"I I, I P -I t cz r wci m o uri e d I* e,-- Fd P t 0 Cl FF 3 .I t -I CI I r, V 0 t i- I lie S 'Al I 1�:, I -I t I f" in 7,epckirk�te �O AMP' Circuit ti --j PPI W, r t 1 e t w 0 zepo - ete 20 AMP 1- Iti-I o�'l I rippli"O, rind - tP- od cii'Cl.Alt-c it I t-1:1 Cirld dilljog r OOMS CIS OCCk'Ars I'_)rI 'A 1 w pi 17 r.if Ai � j,r I V4 7�, 0 1, k'-ticute rip -01, the- A/C 1,41*11t �F At I I"ICI t Vir ".:i" lv�, C- t PI, i0k, 0 1) d 011 , 0 �4 - I - v E 13 Cit 47:01t PI - _'4 NEI' C-10-0 t r) 7 e :1 r) r) �j tD A,,,e j C1 I A ir i i tharl i?, -W It 1�4 IL IL --,Ill - t I r "I r, I, l_:� A t 1. w i + h i ri I, A + I- I le t op f t i j i r w el I v S 1 1` c I�Ar �7 Pt I.-, C-. 115 �A I", 'I t Wit' il"IQ �je I, Not I�Ft -t. t lip 1;:rlokc 1, tek,-t1'W'z Wit I_- + 1: l' L + h k'- ,I 1 111 1 li :I + I:-; f t 1, 1:'� t) Ij I- 'A ifz f I= 1 10 C t wr ti I E�I� f ^0 Elielctril lil:jJ111"! f kit 2-WS04 VWa -W&H f "�'l I tit pf- I I W_ pil I i I I �5-wa4 sula 5`4 -WN �Wk A0,14 11 til 0*111, i� Irl i� r 11 Ot t pftiwr 50 a rociter 5wa 4- t.'i I' i, IF [I � VAC OL04 well mia swmW AAHO.. WAI WdA 1115 Vk AIPW flxr a", '220 W A-Maked WAI "A Q) drAlon Pox, - verlf4 WAI Mar*ed Waidz%e 1* WA I Y P r'I 0 r, C e PA t� I., 1j, WAI Ilw*� do -et, 1* 1.1i've a himinwri compresswe sir-enotil o( 2SOO P',l at 29 dit".4 mittit"',im of I sdcks or cement per cl.ik)IC YOI-d) The OfitSide diomellet- CO,D3 UP comdUlt ol, pi. pioceld to the plane of a stlib t-hou ont P-reeki sholl be locoteO In Ilie 30", of $lob 1111cl-,kiess unless speciricalty dk oited other lose and OwIteA walc6jml� shall IIP '101CP mideil e on�thied Ot the stab Clear spacing betiveet'l UdJOCerlt r'01"dVill, Or PiPeB A lie larger Q.D. Mirilmi^ UZN on plans, SLWCaCeS Of' joinis referenced as 'Cold jolltis, (C-) shall be troweled or athevioliso t, i �"a� LVV':& fal e s 1*,0 t *Ith 8 layer's of Wilding paper beiiieen svrfoce.!i oil other comcre+o joints sk all b rov "Pk)eal to 1/40 lus or mirlus amplitudlp UO:N, jo Wmw 6"6tl fal 4 Welpforcing steep, sholl conForm i�-615 grade 60 in moSotiry, A-615 grode 14 it) coiricrete Cot, 46 borz and A-615 Grole , for 05 Bors and smdllor 115 VAC %ae ktecbr W01 6abb_eN '5 Clear totiverge of concrete ov okjter reimforcement eod5 51,011 Oe a$ f0linills UON 'it, (wre Al MOL- Jebectou tvqedw Conceete, cost ogaintit and exposed to earth.,., 0, ror�med coocevie exposed to e0eill oil kitleother #6 Oak- or, loget, CAN fm We kowe fal 45 bor �it`id smatter -med concrete not newtiovi obOvie- 3, 4* Oe -J85, and sl wilvi AST, A wa b Electrically %eldled We 'esh (C WMA.) SPIOR conform ut mid- depth vF the sla)) flom rqqister long cis proctito�ile sholl lie Ad bert" All wAV 6wAvard roqi�ta 7 Resoroecing bort� shall be as All rewnforcir steel rew4wicing boes sholl ev:iend as FO r as possible At Corelers and bws 51-011, f0wo CAI r. minim-jm oF 18' All bor splice A, A, hum, U,ON on pt6ng. s � i6l have 24* tops mlt*ll i�� &�e�a Poinforcing i:%ot1A_ Clotivets Inserts and orichor butts sholl be properly 16coled ond secoriely I osiviled Irs posillarl prior, -to Ploclo*'Ll coiijcrote, E3D km W I+MO "PA""'MMEW irr�lon N-Aem time owl iann N,.qL% UzIll OM I P —4, 6m 6b wtt� vauum WAer Mak, itki a per �31