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�bOUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS Me�or� 196 al Way, Chico — Phone: 891-2751 7 County 6enier Drive, Oroville — Phone: 534-4541 Skyway and El.liotf.Road, Paradise — Phone: 872-2961,'Ext. 57 CORRECTION NOTICE *-4-- 11,�2, -/ � OWNER PERMIT R—O A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. fK I I/ i I ',-jCC q/0 . 'j 't-' C-.�LA 'N-1 J az c- 6 r lnspector—�) Date 7/) -1 ............ .... ..... . ..... . ..... ..... ...... .... ............ . . .............. . .. ..... . ..... ..... ... ...... ..... ..... . ..... ........... . j... ............ . ;- ...... ... .. ..... . ..... . ... ............. 1.t SITE PLAN ..... ..... ............ ... ............. ........... ...... ...... ............. ... . ..... ..... . ..... ..... . ..... 7 ..... . ..... 7'" ---- — --- . ........... . ..... . ......... . . ..... . ........... ...... . ..... ..... . ............ ............ 7 ...... 7 . . . . . . . . . . . . ................ ........................... ...... ...... ...... ........... ............. ..... ..... ...... . . . . . . . . . . . ............... .13-y ...... .. . ........... . ...... PRQ 4290 REQUIREMENTS 41EVItYle ..... . ..... ..... ..... . ..... ...... .. ..... . .... Fire ftte�t ....................... .... ..... . ..... . ..... 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Assessor's Parcel Number. © LE - 0 IT ©0 Fal Scale: 111 2.e> Owner.Name ' Address / Phone No. 95 Wos!,a i Site Location LLI Contact Phone L-- t 7, t 04"er 23, =3 FOR OFFICE USE ONLY PROVIDE FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig- ZONING: Size, Acres— GEN PLAN: 4.0(r. USES: r California Department of Forestry and Fire Protection .- ButteCounty Fire Department t Fire Safe Requirements Y ". Permit#�c) 6 _ 711 D "... ,T Under authority of Public Resources Code Section 4290, the following checked items are required. by CDF/Bune by County Fire Department and made put of this permit .. These requirements are minimums and may be superseded ` :Butte County local regulations, which equals or exceeds these standards. -Butte County Building Inspectors will ' F_ make compliance inspections. ' 1272.00 Maintenance of Defensible Space Measures j [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards „ during a wildfire, provisions for annual maintenance shall be included in the development plans and/orLA Code 4291, _ T shall be provided as a condition of the permit, pared or map approval. Public Resources ., . 1 information will be provided. £� Driveways [X] (a) All new driveway construction or an extension of an existing driveway shall comply with Public R1273.10 Resources Code 4290 roadway requirements 15 [XJ (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of feet along its entire length [X] (c) Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than R 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface The surface shall de unobstructed access to conventional drive vehicles, including sedans and fire [X] Th prove Q engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting �( T a 40,000 pound load. a of class 2 aggregte base shall be required for all driveways, turnouts, and v turnarounds. 1273.03 Roadway Grades [XJ The Bade for all driveways shall not exceed 15 percent. Grades above 15%" shall have 4" of class 2 I aggregate base and 2" , of asphalt concrete. No driveways allowed in excess of 20°/. R 1273.04 Roadway Radius pq (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface from 100-200 feet width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those [M (b) The length of vertical curves in roadways, exclusive of gutters, `ditches, and drainage structures 100 feet- designed to hold or divert water, shall be not less than eet 41 11 (1 1273.05 Roadway Turnarounds pq Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum ? turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead T is used, the top of the "Z" shall be a minimum of 60 feet in length 1273.06 Roadway Turnouts [X] Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 8P 06 13UTTE COUNTY BUILDING DIVISION' Revised 02/2i/06 1 APPROVED 8- 73 -o 6 [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road You are required to meet the same practical effects requirements listed on page throe. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/22/06 2 1273.07 Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road ' or single lane conditions, shall reflect the capability of each bridge. [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40 foot turning radius shall be used. ' 1274.09 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's " overall address system. Accessory buildings will not be required to have a separate address; however, each - dwelling unit within a building shall be separately identified. 1274.09 Size of Letters, Numbers and Symbols for Addresses [XI Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/E" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation, Location and Visibility of Addresses [X] (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 1276.01 Setback for Structure Defensible 1276.01 Setback for Structure Defensible Space [ ] (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road [ ] Your parcel is larger then 1 acre but your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road You are required to meet the same practical effects requirements listed on page throe. (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same practical effect requirements. Revised 02/22/06 2 Same Practical Effect for Buildings less then 30 feet from property line: r ` If the Building Setback is less then 30 Feet from all property lines and/or the center of the road, the following shall be required; • Class A roof • Fully enclosed eaves on entire structure • Fire rated metal doors on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco-3 coat (b) Non combustible Hardi-Board, Plank or similar siding (c) Masonry" (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements- Installation of Residential Fire Sprinklers [X] If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. JUL 1 9 onna Date Revised 02/29/06 3 Damn Read Fire Protection Planning. JOB: Jennings FT316 LocAnom Butte Co. MiTeke TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca.95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax. -(530)534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANYWAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING M] TIMBER PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 M] Project: JENNINGS Count : BUTTE Contractor: Endeavor Homes Date: Apr113, 2006 Roof: COMP Plan: Snow: 0 Drawn By: Mw Tail Cut: Plumb Jennings Endeavor Homes 455 Cal Oak KJ. Oroville, Ca. f5f45 (530) 534-0300 (530) 534-5249 9'" a MiTek'° Re: Jennings MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R20717882 thru 820717883 My license renewal date for the state of California is March 31, 2007. April 4,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI-2002 Chapter 2. a ruse cuss ype Y e,0 Rzo7n9tt JENNINGS A SCISSOR 10 1 Job Reference • lienal Plata Offsets (X Y)' [2:0-3-8.0-0-71, f6:0-3-8.0-0-71 • inn. 1.,, 19 7Mr. MITaM Inlnafriaa Inn Man Aar n3 14'nn'2S 2009 pee t Cfleeiver na„lea, V,aYnia, a.a. -2-0.0 9-2-2 11.0-0 15-9-14 22-0-0 24-0-0 2-0-0 9-2-2 4-9-14 4-9-14 9-2-2 2-" Scale =1:42.8 45 = 4 2.00 12 9-2-2 11-0-0 15-9-14 22-" 9-2-2 4-9-14 4-9-14 9-2-2 Plata Offsets (X Y)' [2:0-3-8.0-0-71, f6:0-3-8.0-0-71 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Waft Lid PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.33 Vert(LL) -0.21 9-10 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 2C 0.60 Vert(TL) -0.49 9-10 >536 180 SCLL 0.0 Rep Stress Incr YES W8 0.54 Horz(TL) 0.24 6 n/a n/a BCDL 10.0 Code USC/ANSI95 (Matrix) Weight 85 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.littr TOP CHORD Sheathed or 3-5-14 oc purlins. BOT CHORD 2 X 4 DF N0.l&Btr ESOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=893/0-3-9, 6=893/0-3-8 Max Horz2=68(load case 5) Max Uplif12=-115(load case 3), 6=115(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=3204/97, 3-4=-2406/41, 4-5=-2406/47, 5-6=3204/50, 6-7=0/31 DOT CHORD 2-10=77/3019,9-10=7S/3024.8-9=0/3024.6-8=0/3019 WEBS 3-10=0/202, 3-9=794/113,4-9=0/1218, 5-9=-794/122, 5-8=0/202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; {CDL=6.Opsf; Category Ii; Exp D; enclosed; MWFRS gable and zona; cantilever left and right exposed ; and vertical left and right exposed; Lumbar DOL=1.33 plata grip DOL=1.33. 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard .109?OESS/pN� h�Q- SER S. TjNc�Fyc LU C 046433 % April 4,2006 QRNLre WA"m. vw(& design }err metwv and =10 NOT= ON IMS AND LVCLUDED aaTE1r REFERENCa rAG A07 -Y473 !lJ•'ORE t7sE. 7777 Gnengdc Lane Sulo 109 Design valid for use only with MTek connecters. This Chien it based only upon parameters shown, end is for an Individual building component. Ctlrus Heights, CA, 95410 Applicability of design parementers end proper incorporation of component i responsibility of building designer - net tans designer. !racing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction's the raspensibiifity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance, regard903regarding MITek fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Suallty Criteria. DS149 and 11 Building Component Safety Information available from Truss Plato Instituto, 51113 D'Onefrie Drive, Madison, WI 53719. Symbols Numbering System ,A General Safety Notes y Failure to Follow Could Cause Property !'LATE LOCATION AND ORIENTATION Damage or Personal Injury 3 ' *Center plate on joint unless /4 dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. PLATE SIZE -ror 4 x,Z orientation, locate plates 1 /9' from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. 0 O U 0- 0 J2 J3 J4 J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31,16-67 IC10 3907, 4922 LATERAL BRACING SBCCI 9667,9432A Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at wA!�� hich bearings (supports) occur WISC/DILHR 960022-W, 970036-N NER 561 MiTek® 0 r O U IL O R MiTek Engineering Reference sheet: MII-7473 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at'/+ panel length (± C' from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. a 1993 MRok4D Holdings, Inc. 224)-0 24.0-0 -2-0-0 11-0-0 2-0-0 11 0-0 2-0-0 11.0-0 Scale = 1:42.1 U4 = 40 % 4x4 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.15 TC 0.18 TCDL 10.0 Lumber Increase 1.15 BC 0.07 DCLL 0.0 Rep Stress Incr YES WB 0.02 {CDL 10.0 Code UBCIANS195 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 ADtr BOT CHORD 2 X 4 DF Na.1 &Btr WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std 22-0.0 DEFL in (loc) I/def! L/d PLATES GRIP Vart(LL) -0.02 18 n/r 120 MT20 220/195 Vert(TL) -0.02 18 n/r 120 Horz(TL) 0.00 17 n/a n/a Weight: 106 Ib BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=236/22-0-0, 17=245/22-0.0, 25=60/22-0-0, 24=33/22-0-0, 32=110/22-0-0, 31=96122-0-0,30=96/22-0-0. 29=96/22-0-0, 27=99/22-0-0, 26=79/22-", 23=106/22-0-0, 22=93/22-0-0,21=103/22-0-0, 20=66/22-M, 19=173/22-0-0, 34=84/22-0-0 Max Horz2=69(load case 5) Max Uplif12=94(losd case 3), 17=98(load case 4), 31=37(losd case 5), 30=9(load case 3), 29=15(losd cast 5), 27=14(load case 3), 26=12(load case 5), 23=16(losd case 6), 22=15(lond case 4), 21= -$(load case 6), 20=34(load case 6), 34=2(load case 4) Max Grav2=236(load case 1), 17=245(load case 1), 25=90(load case 1), 24=65(102d case 2), 32=130(load case 2), 31=96(lond case 1), 30=96(IO2d case 7), 29=96(load case 1), 27=99(102d case 7), 28=80(load case 7),23=107(102d case 8), 22=93(lood case 1), 21=103(load case 8), 20=66(lood case 1), 19=190(load ase 2), 34=84(102d case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-44/40, 3-4=-25/49, 4-5=-14/57, 5-6=15/66, 6-7=-15/74, 7-i=15/82, 8-9=-12/88, 9-10=26/29, 10-11=-2t/29, 11-12=-16/92, 12-13=-14/66, 13-14=15/51, 14-15=-13/37, 15-16=-21/23, 16-17=-36/22, 17-t$=0/32 DOT CHORD 2-32=0/53, 31-32=0/53, 30-31=0/53, 29-30=0/53, 29-29=0/53, 27-28=0/53, 26-27=0/53, 25-26=0/53, 24-25=0/52, 23-24=0/53 22-23=0153,21-22=0153,20-21=0/53,19-20=0/53,17-19=0/53 WEBS 25-33=-57/4, 9-33=57/4, 24-34=0/0, 11-34= 94/2, 3 32=-X0/23, 4-31=64/35, 5 30=-70/29, 6-29=-69/30,7-27=-71/31, 8-26=-59/25, 12-23=77/34, 13-22=67/29, 14-21=74/30, 15-20=-46/29, 16-19=-129/38, 9-11=0/60.33-34=0/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=6.Opsf; DCDL=6.Opsf; Category Ii; Exp B; enclosed; MWFRS fable end zone; cantilever left an right exposed ; and vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plans of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gab End Details as applicable, or consult qualified building designeras per ANSVTPI 1-2002. 4) This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrent with any other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) Bearing at joint(s) 34 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 U1 6I� April 4,2006 7777 Greenback Lane akWAxNnm. Ir{f jt design porantett and 1�a NOTTJ ON rm AND HiCLV1 ryeiffrag RW ZRZNM /AGZ YII.747J laP'ORE USE. Sults 109 Design vol d far use only with MTek bonnet}ars. The design h eased onlyupon parameters shwm, and is far on individual bullring component. Cites HeyMs, CA, 9561Sam! ApolkabBity of desyn paramonters a9- prepor hcorparoNon of component k responsibsty of building designer- not truss designer. Bracing shown� Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction b the respansibillity of the erector. Additional permanent bracing of the overall structure b the responsibility of the building dostgner. For general guidance regarding WIty CrNerte, 933-99 and BCSIt Building Component M ITek' facontrol, ,delnn consult safety information Mstorage, i�teb Institute, dOnafn Drive, Madison, 53719 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each • is TOP CHORDS other. i�, ♦ � cs ca J5 3. Place plates on each face of truss at each T c+ joint and embed fully. Avoid knots and wane �, 0 0 v 3 O at joint locations. �� a �5 3 U 4. Unless otherwise noted, locate chord splices O (L at 'A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~ G C7 C6 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /E" from outside edge J 1 Ja J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. PLATE SIZE WEBS ARE NUMBERED FROM LEFT TO RIGHT E. Plate type, size and location dimensions shown indicate minimum plating requirements. 4 x 4 The first dimension is the width perpendicular to slots. Second 9. Lumber shall be of the species and size, and dimension is the length parallel CONNECTOR LATE CODE APPROVALS in all respects, equal to or better than the grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3107, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667, f432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with TEARING stacks of construction materials. Indicates location of jointsat m 14. Do not cut or alter truss member or plate Without prior approval of a professional which bearings (supports) occur. engineer. MiTek° 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 019!3 MITokm Holdings, Inc. LOAD CASE(S) Standard 7777 Greenbsek Lane ��• QW.,j"7NG . lerUb dest/n Mrernettn and READ MM ON T=O AND Ofm-- IIGTE[ RUERKNCi FAGS MU 7473 )EIORi U&M Suite 109 Design valid for use only with MTok connecters. This design is Yash Only ulnen poramotors shown, and i6 far an Individual building component. Citrus Hehhts, CA, $5610 Applicability Of design paremonters and proper Incorporation Of component Y responsibility of building designer - not truss designer. {racing shown ,� is for let" support of individual wall members Only. Additional temporary bracing to insure stability during construction's the responsiWllity of the i erector. Additional perm bracing of the avant1 structure b the responsiYiiity of the bulling designOr. For general guidance regarding M iTek' Safety fabrication, metiOn available from storage, delivery, ivery, Institute, en bracing, consullt ANSI�WII Quality u fl iN Criteria, 13647 and 6CSII 6ulWing Component Symbols Numbering System ,A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 'Center Damage or Personal Injury 3/4 plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz J5 3. Place plates on each face of truss at each C3 joint and embed fully. Avoid knots and wane Dcf O v , 3 O at joint locations. �+U U 4. Unless otherwise noted, locate chord splices O CL at % panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate ~I G C7 Ci BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /E" from outside edge J1 Ja J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT E. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and 4 x 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 16-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL TRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at m 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 01993 MITekm Holdings, Inc. STANDARD GABLE END DETAIL Qao� • 10 I/SAC�-20G_ 1211612006 PAGE 1 OF 2 h w lia 11■IT-I. IwA..-6.1-■ 1— VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/id NAILS SPACED AT i" O.C. LOADING(psfl SPACING 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code ASCE 7-02 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFL/SPF/HF -STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD Western Division THING THERS -� 2�— X4 LATERAL BRACING kS REQUIRED PER rMLE BELOW -I AT (MIN.) L END WALL %GID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-0112 - OVER 8'-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L - BRACE 12 INCH O.C. 5-10-0 11-8-0 8-10-0 C - 0 - 0 7-8-0 24 INCH O.C. -2- 6-4-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3 FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX VERT. STUD HEIGHT OF V -r. TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT i" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE *2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 n�axnva • Ter* rt■■i#n raramd■r e ■ iA sae No71S eN Tlffs AND umctoiei IrrrFlt uz*■ *ate• rAos I� 7473 s�rou 17sc 7m Greenback tans fA" Sults toe Daslgn wt� tar ua any wllh MRek esnnactars. Thk rrasign 4 rasd any ulsarl'ararnal ars shwvn, ani k lar an 4srivWusl Isuliring cartlranant. Mus Hsyhts, CA, 9561 A�►pcsllgy sl �nlgn mentors ar�'n�ar Inesrprsllan of esn>ranent h rasllansil/flly N ►uMn! slastener-nal truss slaslgnar. Incing shown Y lar Iataral su"arl of nrlvislusl wall rtlarsrMn any. ArislHfarlal Isrt,rarary rrac4rg 1a incurs slgYNlty rruring esnslruclian 4 ihs raspnslYlBy sl IM araclar. Arrslillansl Ilarnrnant Yndng of ihs waratl slrueturs tt Ihs ns'anslMlly of the WtWng slasignar. r« gananl gulslanes ngaNing ■ IsYrksliarl �wlly canlnt slangs. /ta0vary, ancltan anal kaclry. cansuN AN51/fltl qualiy CrHerls, e5/•1! ani 10511 1ullling Cam'ananl M iTew Ssl■ly Infarma9■n wsllarls karrsTruss ('Isla Inslflula, 513 D'fh»hN Drive. Morison WI 5371!. 4-10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK (TYP) SIMPSON A34 — OR EQUIVALENT 2X4 No. 2 OR BTR GABLE V-37, MAX TO BEARING WALL + 45' STRONGBACK 2X4 No. 2 OR BTR 2X4 BLOCK 2X4 S JD OR BTR SPACED @ 5'-0" O.C. SHAL 3E PROVIDED AT EACH END OF BRAC,' FOR BRACE EXTENDED INTO E CHORDS & CONNECTED TO CHO S W/ 4-10d NAILS. MAX. NGTH = 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL FEBU M1 NOTES 1)2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2)2X4 LEDGER NAILED TO EACH STUD WITH 4-10d NAILS. 3)2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = V-6", UNLESS OTHERWISE SPECIFIED BY PROJECT ENG. OR QUALIFIED BUILDING DESIGNER. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T-0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. 7777 Grmsnb2ckL2ne .f 75glety 6 • Irr jf y iesign lvemeta s end AEA! ND7i1 ON TRIS AN1 DYCLOIi! W7TlC REFEREN[rSufle 109 far use only with Wook connecters. This design Is basedany u'onpnmNers shown, oma k ger an krivYuel rending corrpononl. CIWs HelfhLt, f A 1591 of design prementors and proper incorporation of corr�enontk responslrgly of building designer net Inns designer. Bracing shown sure of individuoi.1. momrors only. Additional fampo ey bracing to Insure stabilly during �Iruction Is the res'emiblIty of the dl lent prmenent bracing of the overall struciure Is the rosperefdtty of the building designer. Per general guidance regardingMiTek. talo oveMrolo mage, d M�erY. erection e. 593 d Wariiog consDrive, ff ANSIlMW1 Quality uali Cdbrle. DSS -99 and 1CSI1 Building Cempnenl TABLE OF CONTENTS TOC Project Title.......... JENNINGS ADDITION Date .06/20/06 19:23:20 Project Address........ SHADOW QAK COURT ******* --------------------- OROVILLE CA. 95966 *v7.10* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -TOC User#-MP2246 User -Barry Rubanoff Run-JENNINGS ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 6 HVAC SIZING ............... 10 APPROVED - 2:3 - 66-w, F' I --q"- CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 1 Project Title. JENNINGS ADDITION Date__06/20/06-19_23_20 Project Address........ SHADOW QAK COURT ******* OROVILLE CA. 95966 *v7.10* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM CF -IR I User#-MP2246 User -Barry Rubanoff Run-JENNINGSI -------------------------------------------------- MICROPAS7 ENERGY USE SUMMARY = _ --------- = Energy Use ----------- Standard -- Proposed (kTDV/sf-yr) Design ---- Design _----------------------- = Space Heating.......... 24.03 14.36 = Space Cooling.......... 23.51 32.79 = Total 47.54 47.15 Compliance = Margin = 9.67 = -9.28 = 0.39 = *** Building complies with Computer Performance _ *** HERS Verification Required for Compliance _ *** Water Heating not calculated GENERAL INFORMATION ------------------- HERS Verification. ...::...' Required Conditioned Floor Area..... 440 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Fuel Type NaturalGas Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 0.26 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 3920 cf 440 sf 20.2 s of floor area 0.37 Btu/hr-sf-F 0.34 8.9 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 2 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... JENNINGS ADDITION Date..06/20/06 19:23:20 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-JENNINGS ------------------------------------------------------------------------------- Floor Area Zone Type (sf) -------------- ----- ADDITION - Existing Residence 440 BUILDING ZONE INFORMATION ------------------------- # of # of Cond- Thermo- Vent Vent Verified Volume Dwell Peop- it- stat Height Area Leakage or (cf) Units le ioned Type (ft) (sf) Housewrap ------ ----- ----- ------------- ----- ------- ---------- 3920 Length Surface (ft) ------------ ------ ADDITION - Existing 6 S1abEdge 62 Orientation ------------------ ADDITION - Existing 1 Door Left ( S ) 2 Wind Back (W) 3 Wind Back (W) 4 Wind Right (N) 0.26 1.0 Yes Setback 2.0 Standard Housewrap OPAQUE SURFACES --------------- Sheath- Solar Appendix Cavity ing Act Gains IV Location/ R-val R-val Azm Tilt Reference Comments ----- ----- --- ---- --- --------- -------------- 15 0 90 90 NO IV.9 A4 15 0 180 90 Yes IV.9 A4 15 0 270 90 Yes IV.9 A4 15 0 0 90 Yes IV.9 A4 49 0 90 10 Yes IV.1 A19 PERIMETER LOSSES ---------------- Appendix F2 Insul Solar IV Location/ Factor R-val Gains Reference Comments -------- ------- ----- --------- ---------------------- 0.730 R-0 Yes IV.26 Al FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ---- -------- ------------------------ 33.0 0.400 0.350 180 U_ Standard L1/Vinyl/Patio Door Low Frame Area fact - Surface Type (sf) or ------------ ADDITION - ----- ---- Existing ----- 1 Wall Wood 20 0.095 2 Wall Wood 127 0.095 3 Wall Wood 164 0.095 4 Wall Wood 136 0.095 5 Roof Wood 440 0.020 Length Surface (ft) ------------ ------ ADDITION - Existing 6 S1abEdge 62 Orientation ------------------ ADDITION - Existing 1 Door Left ( S ) 2 Wind Back (W) 3 Wind Back (W) 4 Wind Right (N) 0.26 1.0 Yes Setback 2.0 Standard Housewrap OPAQUE SURFACES --------------- Sheath- Solar Appendix Cavity ing Act Gains IV Location/ R-val R-val Azm Tilt Reference Comments ----- ----- --- ---- --- --------- -------------- 15 0 90 90 NO IV.9 A4 15 0 180 90 Yes IV.9 A4 15 0 270 90 Yes IV.9 A4 15 0 0 90 Yes IV.9 A4 49 0 90 10 Yes IV.1 A19 PERIMETER LOSSES ---------------- Appendix F2 Insul Solar IV Location/ Factor R-val Gains Reference Comments -------- ------- ----- --------- ---------------------- 0.730 R-0 Yes IV.26 Al FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade (sf) factor SHGC Azm Tilt Type Location/Comments ----- ----- ----- --- ---- -------- ------------------------ 33.0 0.400 0.350 180 90 Standard L1/Vinyl/Patio Door Low 16.0 0.350 0.330 270 90 Standard B1/Vinyl/Wood Oper Low E 16.0 0.350 0.330 270 90 Standard B2/Vinyl/Wood Oper Low E 24.0 0.350 0.330 0 90 Standard RI/Vinyl/Wood Oper Low E CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHODCF-1R Page 3 Project Title JENNINGS ADDITION- Date..06/20/06-19_23_20 MICROPAS7 v7.10 File-JENNINGSS Wth-CTZ115 gram -FORM CF -IR I I User#-MP2246Userrff-----------Run--------I--S------------ ---- ------------------ --- ---- Standard Slab 440 HVAC SYSTEMS --- Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow --Draw-- Capacity ------------------------------ ADDITION - Existing n/a n/a n/a Wall 1 0.680 AFUE n/a n/a No No No NoCooling 1 13.00 SEER No No HVAC SIZING Total OVERHANGS Heating ---Window--- ------------Overhang------------ System Load Left Right Surface---- Area Width Height Depth Height Extension Extension ADDITION - -(sf) Existing 7390 n/a Door 4 Window 4 24.0 6.0 4.07 2.0 0.25 n/a n/a SLAB SURFACES ------------- Area Slab Type (sf) ------ ---------------- ADDITION - Existing Standard Slab 440 HVAC SYSTEMS --- Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow --Draw-- Capacity ------------------------------ ADDITION - Existing n/a n/a n/a Wall 1 0.680 AFUE n/a n/a No No No NoCooling 1 13.00 SEER No No HVAC SIZING Sizing Location............ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Design Cooling Capacity (Btu/hr) n/a 5693 OROVILLE RS 25 F 70 F 102 F 75 F 37 F Verif ied Maximum Cooling Capacity (Btu/hr) n/a n/a Total Sensible Heating Cooling System Load Load Type (Btu/hr) ---------- (Btu/hr) --------- ------------- ADDITION - Existing Wall 7390 n/a NoCooling n/a 4718 Sizing Location............ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Design Cooling Capacity (Btu/hr) n/a 5693 OROVILLE RS 25 F 70 F 102 F 75 F 37 F Verif ied Maximum Cooling Capacity (Btu/hr) n/a n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 4 -------------------------------------- Project Title.......... JENNINGS ADDITION Date..06/20/06 19:23:20 -------------------------------------- MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM CF -1R User#-MP2246 User -Barry Rubanoff Run-JENNINGS I ------------------------------------------------------------------------------- DUCT SYSTEMS ------------ Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R -value Leakage Area Ducts ------------------------------------------------------- ADDITION - Existing Wall None R-n/a n/a n/a n/a NoCooling None R-n/a n/a n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates HERS verified Insulation Installation. This building incorporates a Housewrap/Air Infiltration Retarder. The existing building incorporates lower Heating Efficiencies than the defaults for the specified vintage. This building does not have a cooling system installed. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods and *** *** must be reported on the CF -4R installation certificate. *** This building incorporates HERS verified Insulation Installation. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF -1R Page 5 -------------------------------------------------------------------- ------------------------------------------------ Project Title.......... JENNINGS ADDITION Date..06/20/06 19:23:20 -------------------------------------------------------------------------- --------------------------------------------------- -------------------- MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM CF -1R I User#-MP2246 User -Barry Rubanoff Run-JENNINGS ---------------------------------------------------------------- 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. DESIGNER or OWNER Name.... JENNINGS ADDITION Name.... Company. OWNER/BUILER Company. Address. Address. Phone... Phone... License. (� � Signed.. Signed..V UAate) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR BARRY RUBANOFF Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 .6V MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 6 Project Title JENNINGS ADDITION - Date.. --06/20/06 19:23:20 Project Address........ SHADOW QAK COURT OROVILLE CA. 95966 Documentation Author... BARRY RUBANOFF ******* Barry Rubanoff P.O. Box 1123 Berry Creek, CA 95916 530-589-4102 Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-JENNINGS ------------------------------------------ Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES n/a *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U -factor in metal frame ceiling 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply % to exterior mass walls) �j^� *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door covering the entire �k J opening of the firebox a b. Outside air intake with damper and control, flue damper and control 2. No continuous burning gas pilot lights allowed 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual 150(g): Vapor barriers mandatory in Climate Zones 14,16 only 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, rmeance rate no greater than 2.0 perm/inch De- En- sign- force- er ment water vapor pe 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF -6R form 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned 1 , spaces designed to limit air leakage '�/ 2. Fenestration products (except field -fabricated) have MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 7 Project Title . _____JENNINGS-ADDITION---------------Date__06/20/06-19_23_20 MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-JENNINGS ----------------------------------------------------- label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and h ' faucets certified by the Energy Commission 1� 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA 150(i): Setback thermostat on all applicable heating and/or cooling systems 150(j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insu1 ti0 having an installed thermal resistance of R12 or greater 2. Back-up tanks for solar system, unfired storage tanks, o other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R -value 3. The following piping is insulated according to Table 150-A B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind 6. Insulation for chilled water piping and refrigerant iolL piping includes a vapor retardant or is enclosed entirely in conditioned space 7. Solar water -heating systems/collectors are certified by t Solar Rating and Certification Corporation *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 8 ----------- Project Title.......... JENNINGS ADDITION Date..06/20/06 19:23:20 -------------------------------------------------------- MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM MF -1R I User#-MP2246 User -Barry Rubanoff Run-JENNINGS ------------------------------------------------------------------------------- UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastiV'� and either mesh or tape shall be used 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands 4. Exhaust fan systems have back draft or automatic dampers 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7. Flexible ducts cannot have porous inner cores 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation `--0 pump time switch 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr)1� 118 (i) : Cool Roof material meets specified criteria 5iw RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R Page 9 ------------------------------------------------------------------ ------------------------------------------- Project Title.......... JENNINGS ADDITION Date..06/20/06 19:23:20 ------------------------------------------------------------------------- MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -FORM MF -1R I I User#-MP2246 User -Barry Rubanoff Run-JENNINGS - --------------------------------------------------------------------- and have an output frequency no less than 20 kHz 150(k)1: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 150(k)8: Permanently installed lighting in the enclosed, non - dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) HVAC SIZING HVAC Page 10 Project Title.......... JENNINGS ADDITION Date..06 20 06 19:23:20 Project Address........ SHADOW QAK COURT ******* --------------------- OROVILLE CA. 95966 *v7.10* Documentation Author... BARRY RUBANOFF ******* Building Permit # Barry Rubanoff P.O. Box 1123 Plan Check / Date Berry Creek, CA 95916 530-589-4102 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. --------------------------------- MICROPAS7 v7.10 File-JENNINGS Wth-CTZ11S05 Program -HVAC SIZING User#-MP2246 User -Barry Rubanoff Run-JENNINGS ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 440 sf Volume ..................... 3920 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 75 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar...... 4637 1409 Glazing Conduction and Solar..... 1476 2166 Infiltration ..................... 1277 488 Internal Gain .................... n/a 655 Ducts ............................ 0 0 ----------- ----------- Sensible Load .................... 7390 4718 Latent Load ...................... n/a 976 Minimum Total Load 7390 5693 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. WrOMDRAMNN /0 t "IL 10149 11C ORAWN ONECKEO OAT■ SOALE JO■ NO. SHEET 0 I t •MEETS i SIDING PER ELEVATIONS— - I � z 1 2j( STUDS 0 16" O.C. R- i 2x MUDSII._L W/ 5/8 SIDING PER ELEVATIONS— - 1 2j( STUDS 0 16" O.C. R- i 2x MUDSII._L W/ 5/8 BATT INSUL. 1/2" GYP 80 AB W/ 2x2x3/16" WASHERS 6' J.C. 2x4 EAVE BLOCK PROVIDED EMBEDDED MIN 7" SCREENED EAVE VENT W/ INSULATION BAFFLES 0 #4 REBAR CONT. 3" FROMSEAL FOUNDATION 0 MUDSILL EVERY 4TH BLOCK i TOP AND BOTTOM 1/2' CCX PLY. 0) EAVES --. dr 4„ CONC. SLAB 6x6 10/10 W.W.M. 4” GRAVEL FILL tj v — — — — 1/2" COX PLY. J • /-•• -1 r.. .: GABLE EI A35 p 48 "ETWEEN OUTRIGG TRIM 11 SHEAR PLY/W Z 177110—Z77-0-or1—TRUS �N HI TIE AT EACH' Electrical Plan Notes: n� 1x4 TRIM �t� a c ``— 2x6 FASCIA \ 2x FRAMING h • Permanent wire all smoke detectors on dedicated cu+cuut. • The following guidelines on wall plugs must be met '`��/\�� • 2x4 ,OUTRIGGERS © I. Any wall over 2'- 0" in length shall have a receptacle SIDING -SEE PLAN--� 2'-0" O.C. MAX 2. Plugs shall be a maximum of 121-0" apart. GUTTER PROVIDE ONLY NOTCH INTO TRUSS AN [0) 3. Plugs shall be 6'-0" of end of wall or opening. 2" WHERE NO SNOW LOAD BUTT INTO FIRST STANDARD .4. Plugswithin 6'-0" of sink at kitchen, ms, outside, and at a shall be G.F.I. protected. TRUSS 2x2 BET,�IEEN OUTRIGGERS -- e4 bathroo Gro 6�g p (Ground Fault Interrupter) 5. Provide at least one 20 amp circuit at kitchen, dining, den and laundry. ---�� — �— - • Field verifies location of service panel and meter with local building department and Power Company. • The location of phone and T.V. jacks to be owner approved prior to installation. V/1 C 04 2 EXTERIOR FOOTING SLAB FLOOR 26 SAVE DETAIL 28 BARGE TIES/ OUTRIGGERS 29 TYPICAL GABLE" END Provide electrical for heat and air unit to be located at site, verity with owner rior to construction. ed wall Tines . service. - - nod let - �one GALoutlet -- - 111 with 1/ grooves Nail with 6 cls o.c. at edges __. at 1 I'I.V.A C O.C. field." 111 i..,_ or 2-2411 � stud�7o stud { AL, PLUMBING, , PL AND MECHANICAL NOT B 7/8" portlar►d'cmen ' " � I ,' I � plaster on studs 16 'o.c- j r + C PLAN CHECKED nail wire lath with 1/2" long nails ,7/16" head I(j : i 1 , ! or 9n, staples 7/a 1. 1 4 ft I Paftl length covering 3 stud (`)Q-ys at 16 o.c. 411 , or 2 stud gays at 2 o.c. - 1,, Gypsum `+�W L. 1 /GTI : , , Orr � : � all stud o.c. k 1 j �min thickness nal 7" rLY plat edges est bloc all _,..;. : . ' with 5d coolers ool at T' o .c.. 6d cool �s _ Plates m k ) nail 5/8" gyp.bd. screws may be used. Panel length Oft. if gyp bd. applied both sides. ft. in ( one side. ` a �h if aP0ied de. stud bays at 1 2 , 6 o.c. bays at 24 O.C.) { stud i I I I D Hardboord 4y I 1 2x 9 of V1601A DR'rr✓^U. 1 i, sheathing (plywood or o.s.b.)4 ft. X a ft. or 4 ft. X 9 ft. 3/8" titin- thickness on 16" oc or 241o•c. stud boys. Nail with a ds 6" o.c. edges IX ',rM'' a,1 o.c. field on 2X I °t' 9rcate+' froming.membars. _ panel length 4 ft. thin. '1'"I PCI),L_J Alternat brar&A r.,%"I• 71 •11 1 _ DRAWN CAU F , o A 64l / Roof FraminNotes Zko o z ! i old•. 4xlz Pro'*- d oM■OK■o • Do not cut, alter or drill trusses. ; • See exterior elevations for size and locations of gable and vents. —` _ ��1DRA OATE • Roof design. Z•� •'iICL�+' o Roof trusses at 2' 0" O.C. with R -k insulation between trusses. ; o Plywood roof sheeting t + ' I 6 SCALE g I I A4�'1- " 0 15# felt i o Compositions files. o Snow load _ �; I , �.._... - BP MINIMUM 3/8" APA RATED PLYWOOD AP Jl ■ N o Roof pitch 1.1-2, I I % D PLIED OVER 2X FRAMING AT 16 O.C. ■�■.T . WITH 8d (0.113 X 2 3/8") NAILS AT 6" ON CENTER EDGE NAILED, 12' • Provide sway bracing at roof trusses. • Provide screened eave vents with insulated baffle at each forth block, see 26- I i O N CCN TER FIELD NAILED, COVERING 3 'STUD SPACES. odo-- • - FLOOR PLATE NAILED WITH 16d NAILS- AT 12" ON CENTER. { • Provide at exterior wall H-1 anchors at each truss. i 1 • Block for cabinets. wheider typical, unless otherwise noted. • See title sheet for additional information. { , 10 1P ■M■r'f■ i sr•eKNeaMn. POW NO. 19149 RC ,• � � ' ; t File Copy Owner APN BPS` f�f,- l -?I 9