Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
041-080-107
1 ' � I � I Y w 7— Nzv �' 2356�i 90B ; P E 1411liam ' �02 Y; o w Drive, Paradise e� family) .' 0. a h".B070722 X041'080-107;,' :,MISCELLANEOUS , t.Phtovtaic'Sys Grnd" 1OKW GRID TIED•WIND TURBINE ; -227 GOOD VIEW. DR " 'BRUTSMAN,ALYNN B07=1533 `^ 041 080 ;10.7rs L •' , I;MISCELLANEOUS ,,Electrical NEW ELECTRICAUPANEL, & LINE1%',, 227 rGOOD V IEW 6k -"V ' �- BRUTSMAN,'A & C.TRUST -A -u rIr i. 01: < x-- "JOB FINALE02D (Date) _ t Signature — An Y �V:RESIDENTIAL rY�. ' •41-08-107 CH LESTON, 2356-90B,P;-E,M William ZZ oodview Drive, Paradise inew single family) j' C` 11rJ��rGTiO"� 0 —/a G t i.f i. 01: < x-- "JOB FINALE02D (Date) _ t Signature — An '4 OK O=Not OK A - = Not Applicable = Not vleady Date UNDERFLOOR (Plans) OK except #'s RESIDENTIAL (Single & Duplex) 1 o 'ng -Setbacks -Easements -Flood -Slope 2. g., MOn; Soils-Elec. Grnd.-/ /" Fig. Depth 3.frg.,'Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 44. tg., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel -Bloc kouts-Wrapped 6/Stemwalls, Garage; Steel-Blockouts-Wrapped 'FA. H Id Downs and Special Anchors Slab: Steel -Wrapped 9'D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 1 Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 1't3/Pie ms & Ducts; Clearance- M terial-Support-Ins. 1 irde ills-Anch Bolts -J sts-Vents-Cripples ?X/15. Insulation Date I /- Y ^ I - Card B-1 C,4'---1 Date Card B-1 Date f I- d -%• Card B-1 -`-w Date Card B-1 Date PLU G Permit OK except #'s 1 Water Htr.; Vent -Access -Combustion Air -Baffle ater Pipe; Test & Anchor -Nail Protection .V�-Fitters & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20/Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2'/Fixture & Transformer Clearance -Ins. Protection a 23. Elec. Receptacles Spacing -Lights & Switches at Doors 2jr Size Boxes & No. of Conductors -Stapled 25,,,Romex Installed Close to Edge of Studs & C.J. 26 quip. Ground made up w/Mech. Fastners-Bond Gas & Water 2,V 2 Appliance Circuits in Kitchen & Conductor Size/GFI 2�ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu At 2 ange Circ. Q/ ga. r Al -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 -les 0 No 3 Service -Riser Conductors & Ground -Main Disconnect 31/Equip. Clearances Panels-Motors-Mech. Equip. 3 . C hes Closet Light -Shower Light -Spa Light moke Detector C t5 Date Card B-1 C V ,yDate Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 4. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. 176mance-Vent; Access-Comb..Air-Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 3 . Sils, Proper Material & Anchors 4 alls Studs -Nailing, Spacing & Bracing -Plates -Sound 1. Bear' g Walls over Girders & Floor Nailing 2 D it Stop in Walls (rat proof) ire Stops; Furred Ceilings -Stairs -Chases -Tub V. Headers & Beam -Size & Bearing Date.,FRAMING (Continued) 4 . Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr, ties-Purlin—roof Brac-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48/Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49!§drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5 a -rage Fire Protection Framing 51 erty Line Firewall & Openings 2. 5Lk IDoors-One 3' -Check Garage -3rd Story, 2 Exits 53 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers ,,.�r, iding-Nailing Veneer 5 St co Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. lazin Area -Glass Protection -Skylights -Plastic. 51f S>dar Walls; Nailing -Bolts =L " 9 /I e %( 5 . Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date • Card B-1 in.> Date,. Card B-1 Date Card B-1 C Date Card B-1 Date FI L Plans OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa eclr�. Trim & Subpanel; Breaker Sizes LabeJW rK Stairs & Rails 60 Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Gar ge Fire Door; Swing -Landing -Closer 911—w A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 7 f75� P%Elec. & Mech. Equip. Listed for Location /5W_yr_/_%_VK/ 6. Vec. Receotacles in Garaae: (G.F.I.I-Rome/Protection in Attic 1WYes �6 uard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth / Clearance Looked underfloor /0 Yes 80. Following instld.; Dri [3 Yes ff No; Walks 0 Yes 'O No; P nters 13 Yes j6No cco; Brown -Finish 2. .C. Unit; Disconnect, Electrical, Plumbing 16. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Ooeninas 84. Water Well; Disconnect, Electrical, Plumbing terior Elec. Trim; G.F.I. Receptacle -Underground entJation Throughout House Sr.ss Protection Cocw'ctions from Previous Inspections ,09!11as Test -Meters Tagged; Gas -Electric tl _ ater & Sewer Connected C/O to Grade -HD Approval 91. Xnergy Compliance Cer' icate-Other Certificates Dater//,c.'/J0`7` / Card B-1 //rU Date Card B-1 - . Date ' ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) V=OK O = Not117K Not Not Readyable MOBILE HOMES 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /" L"ft./ /"LPG 7. 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 -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Pians) 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 amorial Way, Chico — Phone: 891-2751 7 Co er Drive, Orovi Ile — Phone: 538-7541 747 E ,�W.o oad, Paradise — Phone: 872-6307 CO CfligN NOTICE -77Z:�� A0 OWNER PERMIT NO. A routine in'�Aection indicates that the following violalions of CoI Ordinance exist at IIII office .Y& above address and should be correctetf. Please notify when, r _fec'ion of work is completed.. If you hav� I any question pertainWtothis I , r Z — I a need additional explanation, pleas.7econ't,act tKis office immediately. 2VI 11rMWA MOM Date--/z�/�— lnspecto� - �A'00/ ell ENERGY INSTALLATION CERTIFICATE ,.Building Owner �'R"� i -w 1 eSPo fl Building Permit #' Building Location DESCRIPTION OF INSULATION ROOF Material _�,L=� G' j /x,55 Brand Name Thickness(inches) (e'--) Thermal Resistance (R Value) EXTERIOR WALL Material 4 c' CAS Brand Name Thickness(inches) Thermal Resistance(R Value) CEILING Batt or Blanket pe- ��(s� Brand Name Thickness(inches) Thermal Resistance(R Value) - Loose Fill Type Brand Name . Minimum Thickness(Inches) �`' Number of Bags Wt. per bag lb. Area covered(ft.2) Thermal Resistance'(R Value) FLOOR, ELEVATED Material G SS Brand Name Thickness(inches) Thermal Resistance(R Value) FLOOR, SLAB Material Brand Name Thickness(inches) Thermal Resistance(R Value) Width(inches) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value)_ I hereby certify that the above insulation was installed in the above building, .is.consistent- with approved building - department -plans--and--attachments -and -con----- forms with requirements of Chapter 2-53 of State of California Energy Requirement FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the required features, devices, and equipment, ati shown on the approed 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. r ILDING CONTRACTOR OWNER (Please Print) (FIRM NAME) SI N� 0- F BU -=D CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) SIGNATURE OF HVAC CONTRACTOR/OWNER STATE CONTRACTOR'S LICENSE NO. DATE STATE CONTRACTOR'S LICENSE NO. 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. SEPTEMBER 1988 COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICAT;ON AND PERMIT PERMIT NO. 2356-90 ASSESS PARCEL NUMBER 41-08-107 ;ZO I N G f=P, BUILDING PERMI OWNER C William n 503 TELEPHONE 759-3589 SQ. FT. OCC. BUILDING VALUATIOfi 2069 R 82,760 OWNER'S MAILING ADDRESS 348 Sunlake Dr Lakeside Oregon 97449 848 M 11,872 CONTRACTOR'S NAME Owner TELEPHONE 160 COV 1,600 788 o en 3,940 CONTRACTOR'S MAILING ADDRESS Fireplace "A" 1,000 CONSTRUCTION LENDER UNKNOWN Total Valuation Is 101,172 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 438.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 219,00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Goodyiew Dr. Permit fee $ 682.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 16,00 Paradise Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFf2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK New}M Addition❑ Remodel❑ Utilities[] Installation❑ Other ❑ Describe work: 3 hdrm _ Permit Fee $ 36.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 8001 OR LESS 10.00 10.00 100 AMP OR LESS Main service EA. ACD'L 100 AMP 2.50 2,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING oCCIP..) 2yZ¢sgft 72,90 OR ACDNS. 1 ACC, BLDGS. NEW CONSTR. ULT' -OUTLET 2,50 ea NON•RESID BRANCH CIRC ITS (POWER /POWER APPARATUS &) OUTLET CIR. Ex. Occu zoo P OUTLETS OR FIXTURES BAL030 FIXED APPLNS. OR Ex. Occup. OUTLETS IRESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 95.90 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating 6.00 - Cooling 1 n 11.00 Hood 3.00 1 3.00 Ventilation 12 1. Od 6.00 Permit Fee $ 36.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyoi Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of thispermit. X _/�(/�r A'i ® Date/ ��� a e- -��t�1 Signature of Applicant - .Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ cor,�Tr, E TOTALFEE $ '791 P HAz .,- cursPAfiK v SCH FL� 6 PA PD HD Th;s permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated ve r which es �ttave been paid., D RE F WORKS By �����0` . PERMIT EXPIR S Date , Receipt No. 6 WNITC-D.P.W.. YELLOW-A58[S90R, PINK -INSPECTOR, GOLDENROD -APPLICANT Payne Air Conditioning. PACKAGED .: � tv Model 654A HEAT .PIMPS Sizes 018 thru 060 Indianapolis. IN Cdy of Industry. CA - L A88568 Model 654A is our latest generation of packaged heat pumps for residential and commercial applications. These heat pumps are the result of our firm commitment to the design and develop- ment of the finest heat pumps modern technology can offer. Our commitment is backed by our advanced engineering, test- ing, and research laboratories and our wealth of practical experience. Model 654A is designed in two basic cabinet sizes which feature a rectangular side-by-side duct configuration on all sizes. Volt- age options meet most residential and commercial require- ments. Models install easily on a rooftop or a ground -level pad. FEATURES Convertible duct configuration, designed to be easily con- verted to either an end or down discharge unit which does not require an accessory plenum. Available in a variety of heating/cooling sizes with voltage options to meet most residential and commercial requirements. This model installs easily on a rooftop or a ground -level pad. High -efficiency design with minimum SEER's up to 9.7 on single-phase models and 6.6 HSPF. - Factory -assembled package is a compact, fully self-contained, combination heating/cooling unit that is prewired, prepiped, and precharged for minimum installation expense. Rugged, efficient compressors are designed for high energy efficiency. Each compressor is hermetically sealed against con- tamination to help promote longer life and dependable opera- tion. It is vibration isolated to provide quiet operation. All com- pressors have internal high-pressure and overcurrent protection. Direct -drive multispeed, PSC blower motor on all Models. Direct -drive, PSC, condenser fan motors are designed to help reduce energy consumption and provide for cooling operation down to 55°F outdoor temperature. Crankcase heaters are standard on all units. Heaters are ther- mostatically controlled on all 208/230 volt models. Refrigerant system is designed to provide dependability. Liquid refrigerant strainers are used to promote clean, unrestricted operation. Each unit leaves the factory with a full refrigerant charge. Refrigerant service connections make checking operat- ing pressures easier. •. Unit design—Indoor and outdoor coils are computer -designed for optimum heat transfer and cooling efficiency. Condenser coil is fabricated of copper tube and aluminum fins and is protected by a factory -installed coil guard. Vertical outdoor fan discharge carries sound and air up and away. Plastic drain pan_ ensures a long, durable, rust -free life. - The Defrost System uses time and temperature readings to ensure fast trouble-free defrost. A terminal block is located on the defrost board to provide quick and easy thermostat connection. Weatherized cabinets are constructed of heavy-duty, phosphated, zinc -coated steel; and are finished with corrosion - resistant, polyester or urethane coating. Interior surfaces of the evaporator/heat exchanger compartment are insulated to help keep the conditioned air from being affected by the outdoor ambient temperature. ACCESSORIES Supplemental Electric Heaters that mount inside the heat pumps blower compartment are available in a variety of KW and voltage options. Additional Accessories are available to meet the particular requirements of a variety of applications, such as, the econo- mizer, roof -curb, damper, filter rack, 00 low ambient kit, high pressure kit, and Comprotec. Form No. PDS 654A.18.1 P gkoc.r ® 3 StA'N' 04 E' 14 21/32" 372.3 B a a c 14 21/32" 372.3 F CG_041 � 3/16" '49 7/8" 14 3/16 1 55.6 1266.8 7 M- 4 l _ 342.9 360_ __ REF 2 3/16" 55'6 16 3/16" 411.2 OPTIGNAL SUPPLY ----7"-' -'- - -� AIR OPENING A a a la I Q 1) L2 3/16" 55.6 9 1/0" I 28 3/16" 231.8 716.0 .. OF DUCT OF DUCT OPTIONAL RETURN AIR OPENING OPENING OPENING 46 1176.3 TOP VIEW CONTROL BOX/COMPRESSOR ACCESS DOOR RETURN AIR BLOWER ACCESS OPENING/DUCT DOOR COVER SIIPPI Y AIR - 25.4 OPENING/DUCT COVER 31 11/32" 1 7/32" 795.1 31.0 16" 2 9/16" 406.4 65.1 654A REQUIRED CLEARANCES (INCHES) UNIT TOP .......................... 48BLOWER ACCESS PANEL SIDE...... 30 DUCT SIDE OF UNIT ............. 6 MIN. CONTROL BOX ACCESS SIDE....... 30 SIDE OPPOSITE DUCTS ................ 30 BOTTOM OF UNIT................ 0 FIRST EIGHTEEN INCHES OF SUPPLY DUCT .................... 1 NOTE, PROVISION MUST BE MADE FOR FRESH AMBIENT AIR TO REACH THE OUTDOOR COIL WITHOUT RECIRCULATION OF THE AIR FROM THE OUTDOOR FAN DISCHARGE. - 1 3/0" DIA.(H.V. EN 35.0 (ACCESSORY ELECTRIC HEAT) ' 7/8" DIA.(L.V. ENTRY) EVAP. COIL 22'2 ACCESS PANEL 1 3/8" DIA.(H. V. ENTRY) 35.0 (UNIT) 1 1/4 a is 1� 38.9 SUPPORT PAD 1 17/32" 2" .31.7 14 7/32" 13/32" 14" 361.2 14� 7/8" DIA K.O. 50.8 355.6 355.6 10.3 TYP (2) PLCS 7/32" 3/4" NPT 22.2 FLANGE 538.9 19.0 ALT. ELECT. ENTRY; (UNIT SUPPORT) DRAIN OUTLET_ RIGHT SIDE VIEW REAR VIEW LEFT SIDE. VIEW go 12'7 2 5/16"S0. o-3 25/32" 98.7 TYP. 3 25/32" 38 3/8" 96.0 96.0 974.7 -FRONT VIEW Dimensional Drawing -Model 654A -Sizes 018 thru 042 A89342 e a a c UNIT ELECTRICAL CORNER WT. LB./KG. 1 CENTER OF GRAVITY IN/MM L85,/ G . n v4" CHARACTERISTICS , A 8 C 0 E F 438.1 654A048 X X X 4 O/204 120/54 147/67 .101/46 82/37 1 22 3/4 577.8 I 28 1/4/717.5 654A060 X % I % 483/219 1128/58 170/77 106/48 80/36 1 21 1/2/546.1 1 27 1/2/698.5 F s m. %=YES - m m m 0=N0 .. CG N N O m m Q O O 63 11/32" 7/8 12 3/32" p-14 7/8'-_ 8 7/8" 1608.9 [-14 3.7.8 J 307.2 L 377.6 1 225.4 REF OPTIONAL SUPPLY -OPTIONAL RETURN - AIR OPENING AIR OPENING 22 3/4" 577.8 654A REQUIRED CLEARANCES (INCHES) ' • UNIT TOP..........................48 BLOWER ACCESS PANEL SIDE .... ..30 � A a * Q p 2 3/16• DUCT SIDE OF UNIT ............. 6 MIN. CONTROL BOX ACCESS SIDE....... 30 , 55.6 SIDE OPPOSITE DUCTS ............... 30 BOTTOM OF UNIT................ 0 OF DUCT OF DUCT FIRST EIGHTEEN INCHES OPENING OPENING - OF SUPPLY DUCT .................... 1 W 12 IS/1 S 66" 27"8 NOTE. PROVISION MUST BE MADE FOR FRESH AMBIENT AIR TO REACH THE OUTDOOR , 32068s.'COIL WITHOUT RECIRCULATION OF THE AIR FROM THE OUTDOOR FAN DISCHARGE. S6 5/16" 1430.5 TOP VIEW 1 3/8" DIA.(H.V. ENTRY) 35.0 (ACCESSORY ' .ELECTRIC HEAT) SUPPLY'AIR RETURN AIR 7/8" DIA.(L.V. ENTRY) DUCT COVER DUCT COVER - 22.2 CONTROL BOX/COMPRESSOR [BLOWER ACCESS EVAPORATOR COIL 1 3/8• DIA.(H. V. ENTRY) .. ACCESS DOOR DOOR SUPPLY AlR RETURN AIR 35.0 (UNIT) OPENING RE ACCESS PANEL Q 8 31 1/32 796.1 U 17/32' 711.11 o 1/2" . 31.0 16 ISi32' 18 IS/i2' 469'9 469.1 469.1 65.1 COVER COVER 444.5 / O 2 9/16" 1/2" i 12.7 b--21 7riY 1 1/4" 7/8' DIA. K.O. a * * 2 1 538.9 31.7 22.2 S4'0 FLANGE I L2 5/16"TY6, . ALT. ELECT. ENTRY (UNIT SUPPORT) 4 31/32" 4 g1 2��,•JI 19 9/16 ele.-26 ts/32' SB•7 3/4• NPT 11 1/4' 126.2 t22 •. 496.9 672.3 19.0 2 9/16" t7 3/B" 17 3/e" DRAIN OUTLET 65.1 441.3 285'7 441.3 SUPPORT PAD 1 RIGHT SIDE VIEW REAR VIEW LEFT SIDE VIEW TYP (3) PLCS FRONT VIEW a Dimensional Drawing- Model. 654A -Sizes 048 and 060 A89343 SPECIFICATIONS -MODEL 654A -SIZES 018 THRU 636 Model & Size E018 E024 E030 I E036 N036 P036 Series &,PERFORMANCE A Cooling Rated Net Capacity (Btuh)* 18,000 24,000 28,600 35,400 Rated Airflow (cfm)* 675 900 1100 1300 Power Factor 0.99 0.99 0.99 0.99 0.99 0.99 SEER*/SEER with FDR$ #/9.2 9.4/9.7 9.2/9.5 9.2/9.7 - - EER* - - - - 8.5 8.5 ARI Sound Ratingt 7.6 7.6 7.8 8.0 8.0 8.0 Heating Capacity at 47°F* 19,000 24,600 29,000 37,000 37,000 37,000 Capacity at 17°F* 10,500 12,500 15,600 20,500 20,500 20,500 COP at 47°F - -7i- - 2.90 2.90 COP at 17°F - - - - 1.75 1.75 HSPF* ELIECTRICAL DATA 6.6 6.6 1 6.6 6.6 - - Unit Volts -Phase (60 -Hz) 208/230-1 208/230-1 1 208/230-1 208/230-1 208/230-3 460-3 Operating Voltage Range 187-253 187-253 187-253 187-253 187-253 414-506 Unit Full Load Amps 15.1 16.7 20.3 24.4 16.9 8.3 Minimum Ampacity for Wire Sizing** 18.0 20.0 24.5 29.3 19.9 9.8 Minimum Wire Size (75°C Copper)** 12 12 10 10 12 14 Maximum Wire Length (Feet)** 90 85 110 95 100 285 Maximum Fuse Size (Amps)/HACK Circuit Breaker 1 25 30 1 40 45 30 15 Control Transformer -24-V VA 60 External Control Power Available Heating/Cooling (VA) COMPRESSORONTROLS 20 Com ressor Type Hermetic RPM 3500 Rated Load Amps 11.7 13.3 1 16.9 1 19.6 12.1 5.9 Locked Rotor Amps 49.0 61.0 1 65.0 1 82.0 67.5 33.8 Temperature & Overcurrent Protection Internal Inherent Low -Ambient Operation (° fit 55°F Refrigerant Charge (R22) I INDOOR COIL 5 Ib -11 oz 5 Ib -8 oz 1 6 Ib -12 pZ_l 7 Ib -12 oz Rows & Fins per Inch 3-14 Height & Width Inch 18 x 20 24 x 20 1 28 x 20 28 x 20 Face Area (Sq Feet) 2.5 3.3 1 3.9 1 3.9 Refrigerant Metering Device (Piston) ID/OD INDOOR BLOWER & MOTOR 55/42 63/55 1 67/57 1 76/63 Wheel Diameter & Width (Inch) 10 x 8 10 x 10 Required Filter Area (Sq Inch)# Disposable -Type 288 384 528 624 Cleanable- or High -Capacity -Tye 192 256 352 416 Motor HP & Speeds (No.) 1/3-3 1/2-3 1/2-2 Nominal Speed (RPIW) 1100 Type & Service Factor Direct Drive, PSC -1.0 Full Load Amps OUTDOOR COIL 2.50 L 3.20 1.60 Rows & Fins per Inch 1-20 1 16-20 2-20 Face Area (Sq Feet) OUTDOOR FAN & MOTOR 12.1 Fan Diameter (Inch) -Pitch (Degrees) 22-24 Motor HP (DD.PSC) & Speeds (No.) 1/8-1 1 1/4-1 Nominal Speed (RPM) 825 1 1050 Full Load Amps 0.9 1 1.6 1 0.8 NUTh: Snaded areas of chart indicate preliminary information only. *Rated in accordance with U.S. Government D.O.E. test procedures and/or ARI Standard 240.81. 'Rated in accordance with ARI 270.84. #Unit is factory shipped with FDR (Fan Delay Relay). **If other than 75°C copper wire is used, determine size from unit ampacity and the National Electrical Code. Voltage drop of wire must be less than 2% of unit rated voltage. Maximum wire length is for one way along the wire path from unit to service panel. ttSee "Optional Equipment Tables" for 0°F !ow -ambient kits that are available. ##Required filter areas shown are based on the larger of the ARI -rated cooling airflow or the heating airflow at a velocity of 300 (cfm), for disposable type or 450 (cfm) for cleanable type. Air filter pressure drop must not exceed 0.08 Inch -water. -4- SPECIFICATIONS -MODEL 654A -SIZES 04� THRU 048 r� Model & Size E042 N042 P042 E048 i 8 P048 Series PERFORMANCERATINGS & A Cooling Rated Net Capacity (Btuh)* 41,000 48,000 Rated Airflow (cfm)* 1500 1750 Power Factor .99 .99 SEER*/SEER with FDR$ 9.0/9.2 - - 9.0/9.5 - - EER - 8.2 - 8.5 ARI Sound Ratingt 8.0 8.2 Heating Capacity at 47°F* 43,000 51,000 Capacity at 17°F* 23,200 21,000 28,300 26,000 COP at 47°F - 2.80 - 2.92 COP at 17°F - 1.70 - 1.90 HSPF* ELECTRICAL DATA 6.6 - 6.6 0 - Unit Volts -Phase (60 -Hz) 208/230-1 208/230-3 460-3 208/230-1 208/230-3 460-3 Operating Voltage Range 187-253 187-253 414-506 187-253 187-253 414-506 Unit Full Load Amps 26.8 18.7 9.3 32.6 26.1 12.9 Minimum Ampacity for Wire Sizing** 32.3 22.2 11.0 39.2 31.0 15.4 Minimum Wire Size (75°C Copper)** 8 10 14 8 8" 14 Maximum Wire Length** 130 150 250 105 170 180 Maximum Fuse Size (Amps)/HACK Circuit Breaker 1 50 35 1 15 60 50 25 Control Transformer -24-V (VA) 60 External Control Power Available Heating/Cooling (VA) COMPRESSOR, REFRIGERANT & CONTROLS 20 Compressor Type Hermetic RPM 3500 Rated Load Amps 22.0 13.9 6.9 26.2 1 19.7 9.8 Locked Rotor Ams 110 90 45 127 1 90.5 1 49.3 Temperature & Overcurrent Protection Internal Inherent Low -Ambient Operation (°F)tt 55 Refrigerant Charge R22 INDOOR COIL 8 Ib -0 oz 1 10 Ib -2 oz Rows &Fins per Inch 3-14 Height & Width (Inch) 28 x 20 28 x 28 Face Area (S Feet) 3.9 5.4 Refrigerant Metering Device (Piston) ID/OD 1 INDOOR BLOWER & MOTOR 80/70 88/70 Wheel Diameter & Width (Inch) 10 x 10 Required Filter Area (Sq Inch)# Disposable -Type 720 816 Cleanable- or High -Capacity -Type 480 544 Motor HP & Speeds No.) 1/2-3 1/2-2 3/4-3 3/4-2 Nominal Speed (RPM) 1100 Type & Service Factor Direct Drive, PSC -1.0 Full Load Amps OUTDOOR COIL 3.2 1 1.6 1 4.2 2.1 Rows & Fins per Inch 2-20 11 2-20 Face Area (Sq Feet) OUTDOOR FAN & MOTOR 12.1 1 15.2 Fan Diameter (Inch) -Pitch (Degrees) 22-24 26-24 Motor HP (DD.PSC) & Speeds (No.) 1/4-1 1/3-1 Nominal Speed (RPM) 1050 825 Full Load Amps 1 1.6 1 0.8 2.2 1.0 NOTE: Shaded areas of chart indicate preliminary information only. *Rated in accordance with U.S. Government D.O.E. test procedures and/or ARI Standard 240.81. tRated in accordance with ARI 270$4. *Unit is factory shipped with FDR (Fan Delay Relay). **If other than 75°C copper wire is used, determine size from unit ampacity and the National Electrical Code. Voltage drop of wire must be less than 2% of unit rated voltage. Maximum wire length is for one way along the wire path from unit to service panel. ttSee "Optional Equipment Tables" for 0°F low -ambient kits that are available. #Required filter areas shown are based on the larger of the ARI -rated cooling airflow or the heating airflow at a velocity of 300 (cfm), for disposable type or 450 (cfm) for cleanable type. Air filter pressure drop must not exceed 0.08 Inch -water. -5- SPECIFICATIONS -MODEL 654A -SIZES 060 Model & Size E060 N060 P060 Series PERFORMANCERATINGS & A Cooling Rated Net Capacity (Btuh)* 58,500 Rated Airflow cfm * 2100 Power Factor .99 SEER*/SEER with FDR$ EER — 8.0 8.0 ARI Sound Ratin t 8.2 Heating Capacity at 47°F* 60,000 Capacity at 17°F* 33,000 1 30,000 30,000 COP at 47°F* — P.9 COP at 17°F* — 1.75 HSPF* ELECTRICAL DATA 6.6 Unit Volts—Phase (60 -Hz) 208/230-1 208/230-3 460-3 Operating Voltage Range 187-253 187-253 414-506 Unit Full Load Amps 36.8 28.3 14.2 Minimum Ampacity for Wire Sizing** 43.8 33.2 16.6 Minimum Wire Size (75°C Copper)** 8 8 12 Maximum Wire Length (Feet)** 95 150 250 Maximum Fuse Size (Amps)/HACK Circuit Breaker 60 50 25 Control Transformer -24-V VA 60 External Control Power Available Heating/Coolin (VA) COMPRESS,QR REFRIGERANT & CONTROLS 20 Compressor Type Hermetic RPM 3500 Rated Load Amps 27.9 19.4 9.7 Locked Rotor Amps 140 98 49 Temperature & Overcurrent Protection Internal Inherent Low -Ambient Operation (°F)tt 55 Refrigerant Charge (1322) 1 INDOOR COIL 10 Ib -0 oz Rows & Fins per Inch 4-14 Height & Width Inch 28 x 28 Face Area (Sq Feet) 5.4 Refrigerant Metering Device Piston ID/OD I,NDOOR BLOWER & MOTOR 96/80 Wheel Diameter & Width (Inch) 11 x 10 Required Filter Area (Sq Inch)# Disposable -Type 960 Cleanable -or High -Capacity -Type 640 Motor HP & Speeds (No.) 1-3 Nominal Speed RPM 1100 Type & Service Factor Direct Drive PSC -1.0 Full Load Amps OUTDOOR COIL 6.7 1 3.5 Rows & Fins per Inch 2-20 Face Area (Sq Feet) • •••• FAN & MOTOR 15.2 Fan Diameter Inch —Pitch Degrees 26-24 Motor HP (DD.PSC) & Speeds (No.) 1/3-1 Nominal Speed RPM 825 Full Load Ams 2.2 1.0 NOTE: Shaded areas of chart indicate preliminary information only. *Rated in accordance with U.S. Government D.O.E. test procedures and/or ARI Standard 240.81. tRated in accordance with ARI 270.84. *Unit is factory shipped with FDR (Fan Delay Relay). **If other than 75°C copper wire is used, determine size from unit ampacity and the National Electrical Code. Voltage drop of wire must be less than 2% of unit rated voltage. Maximum wire length is for one way along the wire path from unit to service panel. ttSee "Optional Equipment Tables" for 0°F low -ambient kits that are available. #Required filter areas shown are based on the larger of the ARI -rated cooling airflow or the heating airflow at a velocity of 300 (cfm), for disposable type or 450 (cfm) for cleanable type. Air filter pressure drop must not exceed 0.08 Inch -water. ACCESSORIES—MODEL 654A SIZES 018 THRU 060 Size Thermostat PIN 018 024. 030 036 042 048 060 Series A P271-3457 Flat Roof -Mounting Curb 8 -in. 312115-201 or 315293-201 315293-201 11 -in. & 2 -Stage Heating 312115.202 or 315293-202 315293-202 (Auto Changeover) 14 -in. 312115.203 or 315293.203 315293-203 Flat Roof -Mounting Curb Spring Isolated 315723-201 Pitched Roof -Mounting Curb (Pitch) 1:12 312128-201 or 315294-201 315294-201 2:12 312128-202 or 315294-202 315294-202 3:12 312128-203 or 315294-203 315294-203 4:12 312128-204 or 315294-204 315294-204 5:12 312128-205 or 315294-205 315294-205 6:12 312128-206 or 315294-206 315294-206 Pitched Roof -Mounting Curb Spring Isolated (Pitch) 1:12 315733-201 2:12 315733-202 3:12 315733-203 4:12 315733-204 5:12 315733-205 6:12 315733-206 Economizer— Downflow-2 Position Without Filter Rack 315236-201 315236-202 Economizer— Downf low -2 Position With Filter Rack 315236-203 315236-204 Economizer— Downflow- Solid-State Modulating- 312116-201 312116.202 Without Filter Rack Economizer—Downfiow- Solid-State Modulating- 312116.203 312116-204 With Filter Rack Economizer—Horizontal-2 Position 315233-201 315233-202 Economizer—Horizontal-Solid State Modulating 312121-201 312121-202 Filter Rack—Downf low 312120-201 312120-202 Filter Rack -Horizontal 312123-201 312123-202 Barometric Relief Damper 312124-201 312124-202 Barometric Fresh Air Inlet '312118-201 Square to Round Connection (Down Discharge for curb connection) 312149-201 312149-202 1 312149-203 -312149-204 Square to Round Connection—Down Discharge for curb connection for 16-1n. Trusses 312149-205 — Square to Round Connection—Horizontal Discharge -Unit Connection 312125-201 312125-202 312125-203 312125-204 Concentric Diffuser Box 309410-201 309410-202 1 309410-203 309410-204 Flexible -Duct Kit 312119-201 312119-202 312119-203 312119-204 Flexible Duct Kit for 16 -in. Trusses 312119-205 — 00 Low -Ambient Kit 208/230V 1Q 315258-701 315258-704 460V 3Q — 315258-702 315258-705 Thermostatically Controlled Crankcase Heater Standard Low -Pressure Switch Kit Standard High -Pressure Switch Kit 301619-701 Comprotec 313966.751 FDR Fan Delay Relay) 313902.751 Thermostats & Subbases See Thermostat and Subbase Guide below Thermostat and Subbase Guide Application Thermostat PIN Subbase PIN Single -Stage Cooling* & 2 -Stage Heating P271-3457 included (Manual Changeover) Single -Stage Cooling* & 2 -Stage Heating P271-3456 included (Auto Changeover) 'Normal Single -Stage cooling for applications using either modulating solid-state or 2 -position economizers. —7— ELECTRIC HEATER DATA AND USAGE MCA -Minimum Circuit Ampacity (complies with Section 43424 of NEC) MOCP-Maximum Overcurrent Protection (Fuses or Circuit Breaker) • VA draw per stage is 6.2. t Wire size based on 75°C copper conductor. * Indicates heaters without CSA approval. **Heaters shipped with fuses. NOTE: Power supply electrical characteristics for unit and heater must be identical. ELECTRIC HEAT ACCESSORY PRESSURE DROP (IN. WC) CFM Heater KW 600 800 1000 1200 1 1400 1 1600 1800 2000 2200 Min. Size 0.020 0.030 0.040 0.045 1 0.050 1 0.055 0.060 0.070 0.080 Max. Size 0.040 0.045 0.050 0.055 1 0.060 1 0.070 0.080 1 0.090 1 0.100 BRANCH CIRCUIT HEATER kW CAP. Heater MOCP Power Ground Base Unit MODEL VOLTS/PH (1000 Amps MCA Amps Stages' Elements Wire Wire Size Used Btuh) ' Sizet Size 208 240 208 240 208 240 208 240 208 1 240 208 240 208 1240 315730.701 3.8 5.0 12.8 17.1 18.0 20.8 22.5 26.0 25 30 1 1 10 10 10 10 18,24,30,36,42,48,60 315730.702 5.6 7.5 19.2 25.6 27.0 31.3 33.8 39.1 35 40 1 2 8 8 10 10 18,24,30,36,42,48,60 315730-703 7.5 10.0 25.6 34.1 36.1 41.6 45.1 52.0 50 60 1 2 6 6 10 10 18,24,30,36,42,48,60 315730-704***208/1 315730-707 240/1 11.3 15.0 38.5 51.2 54.1 62.5 67.6 78.1 70 80 2 3 4 3 8 8 30,36,42,48,60 315730.705**# 315730-708 15.0 20.0 51.2 68.2 72.1 83.3 90.1 104.2 100 110 2 4 3 2 8 6 36,42,48,60 315730-706**$ 315730.709 19,0 25.0 64.0 85.4 90.1 104.0 112.6 130.0 125 150 3 5 2 1 6 6 60 315730 711 7.5 10.0 25.6 34.1 20.8 24.0 26.0 30.0 30 35 1 3 10 10 10 10 36,42,48,60 315730.712 208/3 240/3 13.1 17.5 44.8 59.8 36.4 42.1 45.5 52.6 50 60 2 3 6 6 10 10 36,42,48,60 315730 713••# 315730.714•• 19.0 25.0 64.0 85.4 52.0 60.1 65.1 75.2 70 80 2 6 4 3 8 8 60 315730-721 10.0 34.1 12.0 15.0 20 1 3 14 14 36,42,48,60 315730-722 480/3 15.0 51.2 18.0 22.5 25 2 6 10 10 36,42,48,60 315730.723 20.0 68.2 24.0 30.0 35 2 6 10 10 36,42,48,60 315730.724 25.0 85.4. 30.1 37.6 40 2 1 6 8 10 60 MCA -Minimum Circuit Ampacity (complies with Section 43424 of NEC) MOCP-Maximum Overcurrent Protection (Fuses or Circuit Breaker) • VA draw per stage is 6.2. t Wire size based on 75°C copper conductor. * Indicates heaters without CSA approval. **Heaters shipped with fuses. NOTE: Power supply electrical characteristics for unit and heater must be identical. ELECTRIC HEAT ACCESSORY PRESSURE DROP (IN. WC) CFM Heater KW 600 800 1000 1200 1 1400 1 1600 1800 2000 2200 Min. Size 0.020 0.030 0.040 0.045 1 0.050 1 0.055 0.060 0.070 0.080 Max. Size 0.040 0.045 0.050 0.055 1 0.060 1 0.070 0.080 1 0.090 1 0.100 q MINIMUM AIRFLOW FOR SAFE ELECTRIC HEATER OPERATION Size 018 024 030 036 042 048 060 Airflow (cfm) 600 1 800 1000 1200 1400 1600 2000 MODELS 654A AIR DELIVERY (CFM) IN HORIZONTAL FLOW SETUP AT INDICATED EXTERNAL STATIC PRESSURE & VOLTAGE (SIZES 018 THRU 060)* Unit Size Volts/Phase/Hz Motor Seed External Static Pressure In -Water 0.0 0.1 0.2 0.3 0.4 0.5 . 0.6 0.7 0.8 0.9 1.0 LOW Watts 290 288 285 273 260 253 245 233 220 — CFM 788 761 758 734 675 644 600 564 525 — — 018 208/1/60 MED Watts 470 455 440 423 405 373 340 320 300 283 265 CFM 11951 11841 11601 1121t 1092 987 886 744 724 667 581 HI Watts 565 543 520 493 465 430 395 370 345 328 310 CFM 14251 I 13751 13591 I 13081 12481 11391 1 1030 917 1 786 702 647 LOW Watts 295 293 290 278 265 265 — — — — — CFM 802 787 772 738 702 — — — — — — 024 20811/60 MED Watts 485 470 455 435 415 390 365 340 315 295 — CFM 1211 1200 1190 1169 1138 1061 993 878 768 700 — HI Watts 605 575 545 523 500 470 440 400 360 340 — CFM 14731 14441 1418t 1377 1339 1260 1195 997 838 750 — LOW Watts — — — — — — — — — — — CFM — — — — — — — — — — — 030 208/1/60 MED Watts CFM 485 1225 473 1220 460 1211 443 1177 425 1166 398 1105 370 1040 340 913 — — — — — HI Watts 610 585 560 535 510 483 455 408 360 — — CFM 1483 1470 1450 1415 1372 1319 1245 1098 891 — — LOW Watts — — — — — — — — — — — CFM — — — — — — — — — — — 036 208/1/60 208/3/60 MED Watts 559 542 525 503 481 459 437 — — — — CFM 1421 1388 1343 1306 1252 1165 1058 — — — — HI Watts 748 710 672 640 608 574 539 518 496 — — CFM 18821 18091 17221 1644 1546 1386 1296 1225 1054 — — LOW Watts — — — — — — — — — — — CFM — — — — — — — — — — — 042 208/1/60 208/3/60 MED Watts 559 542 525 503 481 — - — — — — CFM 1421 1388 1343 1306 1252 — — — — — — HI Watts 748 710 672 640 608 574 539 518 — — — CFM 18821 18091 17221 1644 1546 1386 1296 1225 — — — LOW Watts — — — — — — — — — — — CFM — — — — — — — — — — — 048 208/1/60 208/3/60 MED Watts 845 800 755 723 690 — — — — — CFM 2035 1979 1923 1847 1771 — — — — — — HI Watts 960 915 870 825 780 733 685 — — — — CFM 2304 2222 2139 2040 1940 1814 1687 — — — — LOW Watts — — — — — — — — — — CFM — — — — — — — — — — — 060 208/1/60 208/3/60 MED Watts 1328 1287 1245 1203 1161 — — — — — — CFM 2197 2172 2124 2055 2000 — — — — — — HI Watts 1533 1458 1382 j 1326 1269 1 1217 1 1164 1— — — — CFM 25821 25371 24291 1 23611 1 2258 1 2071 1 2000 1— — — — 'Air aeiiveries Dasea on unit dry coil Without air filter or optional electric heaters. Deduct field supplied air filter and electric heater pressure drop to obtain external static pressure available for ducting. Dashes indicate portions of the table below 350 cfm per each 12,000 Btuh of rated cooling capac- ity. Indoor coil icing may occur at these static pressures and resulting cfm's. tAir flow exceeds maximum coil velocity. Condensate may be blown off of coil. MODELS 654A AIR DELIVERY (CFM) IN HORIZONTAL FLOW SET-UP AT INDICATED EXTERNAL STATIC PRESSURE & VOLTAGE (SIZES 018 THRU 060)* Unit Size Volts/Phase/Hz Motor Seed .054 024 .057 030 External Static Pressure In -Water 036 .070 042 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 .086 060 LOW Watts 350 343 335 320 305 290 275 263 250 230 — CFM 913 905 891 848 827 765 699 651 606 575 — 018 230/1/60 MED Watts 550 525 500 475 450 413 375 355 335 315 295 CFM 1366t 1336t 1302t 12501 1201t 10981 982 898 776 676 609 HI Watts 625 598 570 540 510 483 455 420 385 368 350 CFM 1584t 15521 14671 I 14141 13321 I 12561 11461 1 1010 825 1 750 665 024 230/1/60 LOW Watts 360 353 345 333 320 300 280 265 250 — — CFM 950 935 926 900 885 811 733 700 — — — MED Watts 580 550 520 495 470 443 415 375 335 _ . 318 — CFM 14141 1399 1373 1333 1289 1229 1148 1015 811 747 — HI Watts 660 630 600 573 545 518 490 443 395 378 360 CFM 16521 16141 15561 15201 14401 1375 1277 1098 876 799 701 030 230/1/60 LOW Watts 360 353 345 333 320 — — — — — — CFM 937 933 929 919 893 — — — — — — MED Watts 575 553 530 510 490 460 430 393 355 — — CFM 1425 -1413 1391 1358 1326 1268 1196 1071 875 — — HI Watts 680 645 610 585 560 533 505 453 400 380 — CFM 1670 1541 1576 1533 1468 1419 1324 1134 920 875 — 036 230/1/60 230/3/60 460/3 LOW Watts 403 396 388 — — — — — — — — CFM 1088 1075 1050 —. — I — I — —I — — MED Watts 653 627 601 572 542 513 483 467 — — — CFM 1636 1599 1553 1480 1393 1275 1158 1050 — — — HI Watts 817 777 737 699 680 624 588 565 541 — — CFM 20341 19571 1846t 1734 1602 1571 1316 1225 1072 — — 042 230/1/60 230/3/60 460/3 LOW Watts — — — — — — — — — — — CFM — — — — — — — — — — — MED Watts 653 627 601 572 542 1 513 — — — — — CFM 1636 1599 1553 1480 1393 1275 — — — — — HI Watts 817 777 737 699 660 624 588 565 — — — CFM 20341 I 19571 18461 1734 1602 1571 1316 1225 1072 — — 230/1/60 LOW Watts 820 1 773 725 683 640 — — — — — — CFM 1891 1855 1819 1752 1684 — — — — — — 048 230/3/60 460/3 MED Watts 910 868 825 783 740 688 635 — — — — CFM 2160 2080 2000 1890 1780 1690 1600 — — — — HI Watts 1000 963 925 878 830 790 750 690 — — — CFM 2340 - 2255 2170 - 2048 1925 1773 1620 1490 — — — 230/1/60 LOW Watts 1212 � 1161 1110 — — — — — — — — CFM 2013 2000 — — — — — — — — — 060 230/3/60 460/3 MED Watts 1482 1415 1348 1289 1229 1180 — — — — — CFM 2230 2296 2150 2101 2035 2000 — — — — — HI Watts 1640 1561 1481 1433 1 1384 1329 1 1274 1222 1170 — — CFM 26321 I 25791 24731 1 24111 1 2322 1 2249 1 2160 1 2077 2000 — — *Air deliveries based on unit dry coil without air filter or optional electric heaters. Deduct field supplied air filter and electric heater pressure drop to obtain external static pressure available for ducting. Dashes indicate portions of the table below 350 cfm per. each 12,000 Btuh of rated cooling capac- ity. Indoor coil icing may occur at these static pressures and resulting cfm's. tAir flow exceeds maximum coil velocity. Condensate may be blown off of coil. WET COIL PRESSURE DROP AT RATED AIRFLOW Unit Size Wet Coil P.D. In. wc. 018 .054 024 .057 030 .060 036 .070 042 .075 048 .086 060 .100 -10- r DETAILED NET COOLING CAPACITIES -MODEL 654A -SIZES 018, 024, 030 & 036 Indoor OUTDOOR COIL ENTERING AIR TEMPERATURES (F) Coil Air 85 95 105 115 Capacity Total Capacity Total Capacity Total CapacityTotal CFM F MBtuh System MBtuh System MBtuh System MBtuh System Total Sens Total Sens Total Sens Total Sens WB KW KW KW KW 72 19.7 9.64 2.11 19.2 9.54 2.26 18.4 9.28 2.39 17.3 8.92 2.52 600 67 18.6 12.7 2.07 17.7 12.4 2.19 16.7 12.1 2.31 15.7 11.7 2.43 .077* 62 17.1 15.6 2.02 16.2 15.2 2.13 15.3 14.7 2.24 14.3 14.1 2.36 57 16.7 16.7 2.00 15.9 15.9 2.12 15.1 15.1 2.23 14.2 14.2 2.35 72 20.2 10.0 2.18 19.4 9.82 2.31 18.5 9.61- 2.44 17.4 9.27 2.57 675 67 19.0 13.4 2.13 18.0 13.1 2.25 17.0 12.8 2.37 15.9 12.4 2.49 .095* 62 17.5 16.5 2.08 16.6 16.1 2.19 15.6 15.5 2.31 14.7 14.7 2.43 57 1 17.3 17.3 2.07 16.5 1 16.5 1 2.19 1 15.6 1 15.6 1 2.31 1 14.7 1 14.7 1 2.43 72 20.0 10.1 2121 19.3 10.0 2.35 18.6 9.92 2.49 " 17.5 9.60 2.62 750 67 19.1 14.0 2.18 18.2 13.8 2.30 17.1 13.5 2.42 16.0 13.1 2.55 .120* 62 17.8 17.3 2.13 16.9 16.8 2.25 16.0 16.0 2.37 15.1 15.1 2.49 57 17.6 17.6 2.12 16.8 16.8 2.24 16.0 16.0 2.37 15.1 15.1 2.49 72 27.6 13.9 2.72 26.1 13.4 2.88 24.5 12.9 3.04 22.8 12.3 3.19 800 67 25.1 17.9 2.62 23.6 17.3 2.77 22.1 16.7 2.91 20.6 16.1 3.05 .083* 62 22.9 21.5 2.53 21.6 20.8 2.67 20.3 20.0 2.81 19.0 19.0 2.96 57 22.4 22.4 2.51 21.3 21.3 2.66 20.2 20.2 2.81 19.0 19.0 2.96 72 28.0 14.5 2.78 26.5 14.0 2.94 24.8 13.5 3.10 23.1 12.9 3.25 900 67 25.5 18.9 2.68 24.0 18.3 2.82 22.4 17.7 2.97 20.8 17.1 3.11 .110* 62 23.4 22.8 2.59 22.1 22.0 2.73 20.9 20.9 2.88 19.6 19.6 3.04 57 23.2 23.2 2.58 22.1 22.1 2.73 20.9 20.9 2.88 19.6 19.6 3.04 72 28.3 15.1 2.83 26.8 14.6 2.99 25.1 14.1 3.15 23.3 13.5 3.30 1000 67 25.9 19.9 2.74 24.3 19.3 2.88 22.7 18.7 3.02 21.0 18.0 3.17 .141* 62 23.9 23.9 2.65 22.7 22.7 2.80 21.4 21.4 2.96 20.2 20.2 3.11 57 23.9 23.9 2.65 22.7 22.7 2.80 21.5 21.5 2.96 20.2 20.2 3.11 030 72 32.5 16.5 3.23 31.0 16.0 3.49 29.2 15.5 3.75 27.3 14.8 3.99 1000 67 30.0 21.7 3.18 28.2 21.0 3.42 26.5 20.3 3.65 24.7 19.6 3.88 .090* 62 27.4 26.2 3.11 25.9 25.4 3.34 24.4 24.4 3.57 23.1 23.1 3.80 57 27.0 27.0 3.10 25.7 25.7 3.33 24.4 24.4 3.57 23.1 23.1 3.80 72 32.9 17.0 3.29 31.3 16.6 3.56 29.5 16.1 3.83 27.5 15.4 4.06 1100 67 30.4 22.7 3.24 28.6 22.1 3.49 26.8 21.4 3.73 25.0 20.7 3.96 .120* 62 28.0 27.5 3.19 26.5 26.5 3.42 25.1 25.1 3.66 23.7 23.7 3.89 57 27.8 27.8 3.18 26.5 26.5 3.42 25.1 25.1 3.66 23.7 23.7 3.89 72 32.9 17.6 3.35 31.5 17.3 3.62 29.7 16.8 3.89 27.6 16.1 4.13 1250 67 30.7 24.0 3.30 28.9 23.4 3.56 27.0 22.7 3.80 25.2 22.0 4.03 .154* 62 28.7 28.7 3.27 27.2 27.2 3.51 25.8 25.8 3.75 24.3 24.3 3.99 57 28.7 28.7 3.26 27.3 27.3 3.51 25.8 25.8 3.75 24.4 24.4 3.99 72 39.7 19.9 3.87 38.3 19.5 4.19 36.4 18.9 4.51 34.3 18.3 4.81 1200 67 37.0 26.2 3.82 35:1 25.5 4.11 32.9 24.7 4.39 30.8 23.9 4.66 .101* 62 33.9 31.8 3.75 32.1 30.8 4.02 30.3 29.8 4.28 28.5 28.4 4.55 57 33.2 33.2 3.73 31.6 31.6 4.00 30.0 30.0 4.28 28.5 28.5 4.55 72 40.0 20.4 3.92 38.5 20.0 4.24 36.7 19.5 4.56 34.5 18.8 4.87 1300 67 37.4 27.2 3.87 35.4 26.5 4.16 33.3 25.7 4.45 31.1 24.9 4.72 .121* 62 34.4 33.1 3.81 32.6 32.0 4.08 30.7 30.7 4.35 29.1 29.1 4.63 57 34.0 34.0 1 3.80 32.4 1 32.4 4.07 1 30.7 30.7 4.35 29.1 29.1 4.63 72 40.0 21.0 4.01 38.9 20.9 4.34 37.0 20.5 4.67 34.9 19.9 4.98 1500 67 37.9 29.0 3.97 35.9 28.4 4.27 33.8 27.6 4.57 31.5 26.7 4.84 .164* 62 35.3 35.1 3.93 33.6 33.6 4.21 31.8 31.8 4.49 30.1 30.1 4.78 57 35.3 35.3 3.93 33.6 33.6 4.21 31.8 31.8 4.49 1 30.1 1 30.1 4.78 NOTES: 1. Total and sensible capacities are net capacities. Blower motor heat has been subtracted. 2. Sensible heat capacities shown are based on 80°F entering air at the indoor coil. For sensible capacities at other than 80°F, deduct 850 Btuh per 1000 Cfm of indoor coil air for each degree below 80°F, or add 850 Btuh per 1000 Cfm of indoor coil air per degree above 80°F. 3. Total system KW includes compressor KW, outdoor fan motor KW, and indoor blower motor KW. *Bypass factor. -11- DETAILED NET COOLING CAPACITIES -MODEL 654A -SIZES 042,048 & 060 Indoor OUTDOOR COIL ENTERING AIR TEMPERATURES (F) Coil Air 85 95 1 1.05 115 Capacity Total Capacity Total Capacity I Total Capacity Total CFM F MBtuh System MBtuh System MBtuh System MBtuh System Total I Sens Total Sens Total I Sens Total Sens WB KW KW KW KW 72 46.2 23.1 4.68 44.4 22.6 5.06 42.2 21.9 5.44 39.7 21.1 5.79 1400 67 42.9 30.1 4.59 40.7 29.4 4.94 38.3 28.6 5.28 35.8 27.6 5.60 .123* 62 39.4 36.8 4.51 37.3 35.7 4.83 35.1 34.4 5.14 33.1 33.0 5.46 57 38.5 38.5 4.49 36.7 36.7 4.81 34.9 34.9 5.13 33.1 33.1 5.45 72 46.4 23.5 4.73 44.7 23.1 5.12 42.5 22.4 5.49 39.8 21.5 5.83 1500 67 43.2 31.0 4.65 41.0 30.4 5.00 38.6 29.6 5.34 36.1 28.6 5.67 .142* 62 39.9 37.9 4.57 37.8 36.8 4.90 35.6 35.4 5.22 33.6 33.6 5.54 57 39.3 39.3 4.56 37.4 37.4 4.89 35.5 35.5 1 5.21 1 33.6 33.6 5.54 72 46.5 24.1 4.83 45.0 23.9 5.22 42.7 23.2 5.59 39.7 22.1 5.92 41700 67 43.7 32.7 4.76 41.5 32.1 5.11 39.1 31.4 5.46 36.5 30.4 5.79 .183* 62 40.7 40.0 4.69 38.7 38.6 5.03 36.6 36.6 5.36 34.6 34.6 5.69 57 40.6 40.6 4.70 38.6 38.6 5.03 36.6 1 36.6 5.36 34.6 34.6 5.69 654AN048 72 54.3 27.4 5.25 52.1 26.8 5.71 49.2 25.8 6.13 46.3 24.9 6.56 1600 67 50.4 35.9 5.18 47.6 34.9 5.59 44.8 33.9 5.99 41.9 32.7 6.38 .096* 62 46.1 43.5 5.09 43.6 42.2 5.47 41.2 40.7 5.85 38.9 38.9 6.23 57 45.2 45.2 5.07 43.1 43.1 5.46 41.0 41.0 5.85 38.8 38.8 6.23 72 54.5 28.1 5.30 52.4 27.5 5.75 49.5 26.6 6.19 46.5 25.7 6.62 1750 67 50.9 37.3 5.23 48.0 36.4 5.65 45.1 35.3 6.05 42.2 34.2 6.44 .107* 62 46.7 45.3 5.15 44.3 43.8 5.54 41.9 41.9 5.93 39.7 39.7 6.32 57 46.2 46.2 5.14 44.1 44.1 5.53 1 41.9 1 41.9 1 5.93 39.6 39.6 I 6.32 72 54.8 28.7 5.39 52.9 28.4 5.86 50.0 27.5 6.29 47.0 26.6 6.72 1900 67 51.5 38.9 5.33 48.6 37.9 5.75 45.7 36.9 6.16 42.7 35.7 6.55 .136* 62 47.6 47.1 5.26 45.2 45.2 5.66 42.9 42.9 6.06 40.6 40.6 6.46 57 47.5 47.5 5.25 45.2 45.2 1 5.66 42.9 42.9 6.06 40.6 40.6 6.45 11 66.0 32.8 6.90 63.0 31.8 7.36 59.5 30.6 7.81 55.7 29.3 8.22 1750 61.0 42.2 6.74 57.3 40.8 7.15 53.8 39.4 7.53 50.2 37.9 7.90 .051 * 55.4 50.8 6.53 52.3 49.2 6.90 49.0 47.5 7.27 46.0 45.7 7.64 q72 53.8 53.8 6.46 51.2 51.2 6.85 48.5 48.5 7.24 45.9 45.9 7.63 66.3 34.4 7.04 63.7 33.6 7.52 60.0 32.4 7.95 56.2 31.1 8.36 2100 62.1 45.6 6.91 58.5 44.3 7.31 54.6 42.8 7.71 50.9 41.3 8.08 .072* 57.1 55.3 6.73 53.8 53.4 7.10 50.8 50.8 7.49 47.9 47.9 7.88 57 56.5 56.5 1 6.70 53.7 1 53.7 7.10 1 50.8 50.8 7.49 1 47.9 47.9 7.88 72 66.9 35.3 7.15 64.5 34.7 7.65 60.8 33.5 8.08 57.0 32.4 8.53 2250 67 63.0 47.6 7.03 59.4 46.3 7.45 55.5 44.8 7.85 51.7 43.3. 8.23 .098* 62 58.3 57.7 6.87 55.1 55.1 7.27 52.1 52.1 7.67 49.1 49.1 8.08 57 58.1 58.1 6.87 55.1 55.1 7.27 52.1 52.1 7.67 49.1 49.1 8.08 NU T E5: 1. Total and sensible capacities are net capacities. Blower motor heat has been subtracted. 2. Sensible heat capacities shown are based on 80°F entering air at the indoor coil. For sensible capacities at other than 80°F, deduct 850 Btuh per 1000 Cfm of indoor coil air for each degree below 80°F, or add 850 Btuh per 1000 Cfm of indoor coil air per degree above 80°F. 3. Total system KW includes compressor KW, outdoor fan motor KW, and indoor blower motor KW. *Bypass factor. -12- DETAILED HEATING CAPACITIES -MODEL 654A -SIZES 018 AND 024 Indoor Coil Air Tem (F EDB 654AN018 Indoor Coil Airflow (cfm) Capacities -10 0 10 Outdoor Coll Air Temp (F EDB) 1 17 20 30 40 47 50 60 Instantaneous (MBtuh) 5.43 7.38 9.32 10.9 11.6 14.2 17.2 19.5 20.6 24.3 600 Integrated (MBtuh) 5.01 6.79 8.56 9.92 10.5 12.4 17.2 19.5 20.6 24.3 Total Power Input (KVV) 1.41 1.49 1.57 1.63 1.65 1.73 1.83 1.90 1.93 2.04 Instantaneous (MBtuh) 5.55 7.53 9.50 11.1 11.8 14.4 17.5 19.8 20.8 24.1 60 675 Integrated (MBtuh) 5.13 6.92 8.72 10.1 10.7 12.6 17.5 19.8 20.8 24.1 Total Power Input (KVV) 1.46 1.53 1.61 1.66 1.68 1.76 1.85 1.92 1.94 2.02 Instantaneous (MBtuh) 5.67 7.67 9.66 11.3 12.0 14.6 17.7 20.1 21.0 24.1 750 Integrated (MBtuh) 5.24 7.05 8.87 10.3 10.9 12.8 17.7 20.1 21.0 24.1 Total Power Input (KVV) 1.50 1.57 1.64 1.69 1.71 1.79 1.88 1.95 1.96 2.02 600 Instantaneous (MBtuh) 5.02 6.92 8.81 10.3 11.0 13.5 16.4 18.7 19.8 23.4 Integrated (MBtuh) 4.64 6.36 8.08 9.40 9.95 11.8 16.4 18.7 19.8 23.4 Total Power Input (KVV) 1.43 1.52 1.62 1.68 1.70 1.80 1.90 1.97 2.01 2.13 Instantaneous (MBtuh) 5.14 7.06 8.98 10.5 11.2 13.8 16.7 19.0 20.1 23.8 70 675 Integrated (MBtuh) 4.75 6.50 8.24 9.57 10.1 12.1 16.7 19.0 20.1 23.8 Total Power Input (KVV) 1.48 1.57 1.65 1.71 1.73 1.82 1.92 1.99 2.03 2.15 Instantaneous (MBtuh) 5.27 7.20 9.14 10.7 11.4 14.0 17.0 19.3 20.3 23.9 750 Integrated (MBtuh) 4.86 6.63 8.39 9.74 10.3 12.2 17.0 19.3 20.3 23.9 Total Power Input (KW) 1.52 1.61 1.69 1.75 1.77 1.85 1.95 2.02 2.04 2.14 Instantaneous (MBtuh) 4.42 6.35 8.28 9.73 10.4 12.8 15.7 17.9 18.9 22.5 600 Integrated (MBtuh) 4.09 5.85 7.60 8.87 9.42 11.3 15.7 17.9 18.9 22.5 Total Power Input (KW) 1.45 1.55 1.65 1.72 1.75 1.86 1.96 2.04 2.08 2.21 Instantanecus (MBtuh) 4.59 6.52 8.46 9.92 10.6 13.1 16.0 18.2 19.3 22.9 80 675 Integrated (MBtuh) 4.24 6.00 7.76 9.05 9.60 11.5 16.0 18.2 19.3 22.9 Total Power Input (KW) 1.49 1.59 1.69 1.76 1.79 1.88 1.99 2.06 2.10 2.22 Instantaneous (MBtuh) 4.71 6.66 8.61 10.1 10.8 13.3 16.2 18.5 19.5 23.2 750 Integrated (MBtuh) 4.36 6.13 7.91 9.21 9.76 11.7 16.2 18.5 19.5 23.2 654AN024 Total Power Input (KVV) 1.54 1.63 1.73 1.79 1.82 1.91 2.01 2.09 2.12 2.24 Instantaneous (MBtuh) 5.37 8.10 10.8 13.0 13.9 17.5 21.8 25.3 27.0 32.7 800 Integrated (MBtuh) 4.97 7.45 9.94 11.8 12.6 15.3 21.8 25.3 27.0 32.7 Total Power Input (KVV) 1.59 1.72 1.85 1.94 1.98 2.11 2.25 2.37 2.42 2.60 Instantaneous (MBtuh) 5.54 8.27 11.0 13.2 14.1 17.7 22.1 25.7 27.4 33.2 60 900 Integrated (MBtuh) 5.12 7.61 10.1 12.0 12.8 15.5 22.1 25.7 27.4 33.2 Total Power Input (KVV) 1.63 1.75 1.88 1.96 2.00 2.13 2.27 2.38 2.43 2.60 Instantaneous (MBtuh) 5.64 8.40 11.2 13.3 14.3 18.0 22.4 26.0 27.8 33.7 1000 Integrated (MBtuh) 5.21 7.73 10.2 12.2 13.0 15.7 22.4 26.0 27.8 33.7 Total Power Input (KW) 1.67 1.79 1.91 1.99 2.03 2.15 2.28 2.39 2.44 2.61 Instantaneous (MBtuh) 4.64 7.39 10.1 12.3 13.2 16.7 20.9 24.2 25.9 31.3 800 Integrated (MBtuh) 4.29 6.80 9.30 11.2 12.0 14.7 20.9 24.2 25.9 31.3 Total Power Input (KVV) 1.63 1.77 1.91 2.01 2.05 2.20 2.36 2.48 2.53 2.72 Instantaneous (MBtuh) 4.75 7.54 10.3 12.5 13.4 17.0 21.2 24.6 26.3 31.9 70 900 Integrated (MBtuh) 4.40 6.94 9.48 11.4 12.2 14.9 21.2 24.6 26.3 31.9 Total Power Input (KW) 1.67 1.80 1.94 2.04 2.08 2.22 2.37 2.49 2.54 2.72 Instantaneous (MBtuh) 4.88 7.69 10.5 12.7 13.6 17.2 21.5 24.9 26.6 32.3 1000 Integrated (MBtuh) 4.52 7.08 9.64 11.6 12.4 15.1 21.5 24.9 26.6 32.3 Total Power Input (KVV) 1.71 1.84 1.97 2.07 2.11 2.24 2.39 2.50 2.56 2.73 Instantaneous (MBtuh) 3.84 6.58 9.32 11.5 12.5 16.0 20.0 23.1 24.7 30.0 800 Integrated (MBtuh) 3.55 6.05 8.55 10.5 11.3 14.0 20.0 23.1 24.7 30.0 Total Power Input (KVV) 1.66 1.81 1.96 2.07 2.12 2.28 2.46 2.58 2.64 2.84 Instantaneous (MBtuh) 3.96 6.73 9.51 11.7 12.7 16.2 20.3 23.5 25.1 30.L- 80 900 Integrated (MBtuh) 3.66 6.19 8.73 10.7 11.5 14.2 20.3 23.5 25.1 30.5 Total Power Input (KVV) 1.69 1.84 1.99 2.10 2.15 2.31 2.47 2.60 2.65 2.84 1000 Instantaneous (MBtuh) 4.06 6.88 9.69 11.9 12.9 16.4 20.6 23.8 25.5 30.9 Integrated (MBtuh) 3.76 6.33 8.89 10.9 11.7 14.4 20.6 23.8 25.5 30.9 Total Power Input (KW) 1.73 1.88 2.03 2.13 2.18 1 2.33 2.49 2.61 2.67 1 2.85 -13- DETAILED HEATING CAPACITIES -MODEL 654A -SIZES 030'AND 036 Indoor Coil Air Temp. (F EDB) 654AN030 Indoor Coil Airflow (cfm) Capacities -10 0 10 Outdoor Coil Air Temp (F EDB) 17 20 30 40 47 50 1 60 Instantaneous (MBtuh) 7.60 10.6 13.7 16.0 17.1 21.1 25.7 29.7 31.6 37.7 1000 Integrated (MBtuh) 7.02 9.78 12.5 14.6 15.5 18.4 25.7 29.7 31.6 37.7 Total Power Input (KW) 1.99 2.12 2.25 2.34 2.37 2.50 2.64 2.76 2.81 2.98 Instantaneous (MBtuh) 7.79 10.8 13.9 16.2 17.3 21.4 26.1 30.1 32.0 38.3 60 1100 Integrated (MBtuh) 7.19 9.96 12.7 14.8 15.7 18.7 26.1 30.1 32.0 38.3 Total Power Input (KW) 2.05 2.17 2.29 2.37 2.41 2.53 2.66 2.77 2.81 2.97 Instantaneous (MBtuh) 7.95 11.0 14.1 16.5 17.6 21.6 26.4 30.5 32.5 38.8 1250 Integrated (MBtuh) 7.34 1 10.1 12.9 15.0 15.9 19.0 26.4 30.5 32.5 38.8 Total Power Input (KW) 2.10 2.22 2.34 2.41 2.45 2.56 2.68 2.78 2.83 2.98 1000 Instantaneous (MBtuh) 6.81 9.91 13.0 15.4 16.4 20.2 24.7 28.6 30.3 36.3 Integrated (MBtuh) 6.29 9.12 11.9 14.0 14.9 17.7 24.7 28.6 30.3 36.3 Total Power Input (KW) 2.05 2.20 2.34 2.45 2.49 2.64 2.79 2.92 2.98 3.16 70 1100 Instantaneous (MBtuh) 6.99 10.1 13.2 15.6 16.7 20.5 25.1 29.0 30.8 36.9 Integrated (MBtuh) 6.46 9.30 12.1 14.2 15.1 18.0 25.1 29.0 30.8 36.9 Total Power Input (KW) 2.11 2.25 2.39 2.49 2.53 2.67 2.81 2.93 2.99 3.16 1250 Instantaneous (MBtuh) 7.15 10.3 13.4 15.8 16.9 20.8 25.4 29.4 31.2 37.4 Integrated (MBtuh) 6.61 9.47 12.3 14.4 15.3 18.2 25.4 29.4 31.2 37.4 Total Power Input (KW) 2.16 2.29 2.43 2.53 2.57 2.70 2.84 2.95 3.00 3.17 1000 Instantaneous (MBtuh) 5.97 9.08 12.2 14.6 15.7 19.4 23.8 27.5 29.2 34.9 Integrated (MBtuh) 5.52 8.35 11.2 13.3 14.2 17.0 23.8 27.5 29.2 34.9 Total Power Input (KW) 2.10 2.27 2.43 2.54 2.59 2.76 2.94 3.08 3.14 3.34 Instantaneous (MBtuh) 6.14 9.28 12.4 14.9 15.9 19.7 24.1 27.9 29.6 35.4 80 1100 Integrated (MBtuh) 5.67 8.54 11.4 13.6 14.5 17.3 24.1 27.9 29.6 35.4 Total Power Input (KW) 2.16 2.32 2.47 2.59 2.63 2.80 2.96 3.09 3.15 3.35 1250 Instantaneous (MBtuh) 6.31 9.47 12.6 15.1 16.2 20.0 24.5 28.2 30.0 35.9 Integrated (MBtuh) 5.83 8.71 11.6 13.8 14.7 17.5 24.5 28.2 30.0 35.9 Total Power Input (KW) 2.21 2.37 2.52 2.63 2.68 12.83 2.99 3.12 3.17 3.36 1200 Instantaneous (MBtuh) 10.6 14.4 18.2 21.1 22.5 27.5 33.3 38.1 40.4 47.9 Integrated (MBtuh) 9.81 13.3 16.7 19.3 20.4 24.1 33.3 38.1 40.4 47.9 Total Power Input (KW) 2.57 2.73 2.89 3.00 3.05 3.21 3.39 3.54 3.60 3.83 60 1300 Instantaneous (MBtuh) 10.8 14.6 18.4 21.4 22.7 27.7 33.6 38.5 40.8 48.4 Integrated (MBtuh) 9.98 13.4 16.9 19.5 20.6 24.3 33.6 38.5 40.8 48.4 Total Power Input (KW) 2.62 2.77 2.92 3.03 3.08 3.23 3.40 3.54 3.61 3.82 1500 Instantaneous (MBtuh) 11.1 14.9 18.7 21.8 23.1 28.2 34.2 39.2 41.5 49.3 Integrated (MBtuh) 10.2 13.7 17.2 19.8 21.0 24.7 34.2 39.2 41.5 49.3 Total Power Input (KW) 2.70 2.85 2.99 3.09 3.13 3.28 3.43 3.57 3.63 3.83 Instantaneous (MBtuh) 9.58 13.5 17.4 20.3 21.6 26.4 32.0 36.6 38.8 46.0 1200 Integrated (MBtuh) 8.85 12.4 16.0 18.5 19.6 23.2 32.0 36.6 38.8 46.0 Total Power Input (KW) 2.64 2.82 3.01 3.13 3.19 3.37 3.57 3.73 3.81 4.05 Instantaneous (MBtuh) 9.75 13.7 17.6 20.5 21.8 26.7 32.4 37.0 39.2 46.5 70 1300 Integrated (MBtuh) 9.01 12.6 16.1 18.7 19.8 23.4 32.4 37.0 39.2 46.5 Total Power Input (KW) 2.68 2.86 3.04 3.16 3.21 3.39 3.59 3.74 3.81 4.04 Instantaneous (MBtuh) 10.1 14.0 17.9 20.9 22.2 27.2 32.9 37.7 39.9 47.4 1500 Integrated (MBtuh) 9.31 12.9 16.5 19.0 20.1 23.8 32.9 37.7 39.9 47.4 Total Power Input (KW) 2.77 2.94 3.11 3.23 3.28 3.45 3.63 3.77 3.84 4.05 1200 Instantaneous (MBtuh) 8.49 12.4 16.4 19.4 20.7 25.4 30.8 35.2 37.3 44.2 Integrated (MBtuh) 7.85 11.4 15.0 17.7 18.7 22.2 30.8 35.2 37.3 44.2 Total Power Input (KW) 2.70 2.90 3.10 3.25 3.31 3.53 3.75 3.92 4.00 4.26 Instantaneous (MBtuh) 8.64 12.6 16.6 19.6 20.9 25.7 31.1 35.6 37.7 44.7 80 1300 Integrated (MBtuh) 7.98 11.6 15.2 17.9 18.9 22.5 31.1 35.6 37.7 44.7 Total Power Input (KW) 2.74 2.94 3.14 3.29 3.34 3.55 3.77 3.93 4.01 4.26 Instantaneous (MBtuh) 8.94 13.0 17.0 20.0 21.3 26.1 31.7 36.2 38.4 45.6 1500 Integrated (MBtuh) 8.26 11.9 15.6 18.2 19.3 22.9 31.7 36.2 38.4 45.6 Total Power Input (KW) 2.83 3.02 3.21 3.35 3.41 3.61 3.81 1 3.97 4.04 4.27 -14- DETAILED HEATING CAPACITIES -MODEL 654A -SIZES -042 AND 048 Indoor Coll Air Tem (F Em 0. Indoor Coil Airflow (cfm) Capacities -10 0 10 Outdoor Coil Air Temp (F EDB) 17 20 30 40 47 50 60 1400 Instantaneous (MBtuh) 11.3 15.9 20.4 23.9 25.5 31.4 38.4 44.3 47.0 56.1 Integrated (MBtuh) 10.5 14.6 18.7 21.8 23.2 27.5 38.4 44.3 47.0 56.1 Total Power Input (KW) 3.05 3.25 3.45 3.59 3.65 3.85 4.07 4.26 4.34 4.61 Instantaneous (MBtuh) 11.5 16.0 20.6 24.1 25.8 31.7 38.7 44.7 47.5 56.7 60 1500 Integrated (MBtuh) 10.6 14.8 18.9 22.0 23.4 27.8 38.7 44.7 47.5 56.7 Total Power Input (KW) 3.10 3.29r3.51,6 9 3.62 3.68 3.88 4.09 4.26 4.34 4.60 Instantaneous (MBtuh) 11.8 16.40 24.5 26.2 32.2 39.3 45.4 48.2 57.6 1700 Integrated (MBtuh) 10.9 15.12. 22.4 23.7 28.2 39.3 45.4 48.2 57.6 Total Power Input (KW) 3.19 3.37 3.69 3.74 3.93 4.12 4.29 4.36 4.61 Instantaneous (MBtuh) 10.2 14.8 23.0 24.5 30.3 37.0 42.6 45.2 54.0 1400 Integrated (MBtuh) 9.42 13.6 17.8 21.0 22.3 26.5 37.0 42.6 45.2 54.0 Total Power Input (KW) 3.14 3.36 3.58 3.75 3.81 4.05 4.29 4.50 4.58 4.87 Instantaneous (MBtuh) 10.4 15.0 19.6 23.2 24.8 30.5 37.3 43.0 45.7 54.6 70 1500 Integrated (MBtuh) 9.57 13.8 18.0 21.2 22.5 26.8 37.3 43.0 45.7 54.6 Total Power Input (KW) 3.18 3.40 3.62 3.78 3.85 4.07 4.31 4.50 4.59 4.87 1700 Instantaneous (MBtuh) 10.6 15.3 20.0 23.6 25.2 31.0 37.9 43.7 46.4 55.5 Integrated (MBtuh) 9.84 14.1 18.4 21.5 22.8 27.2 37.9 43.7 46.4 55.5 Total Power Input (KW) 3.27 3.48 3.69 3.85 3.91 4.12. 4.35 4.53 4.61 4.88 Instantaneous (MBtuh) 8.99 13.6 18.2 21.9 23.5 29.1 35.6 41.0 43.5 51.9 1400 Integrated (MBtuh) 8.31 12.5 16.7 19.9 21.3 25.5 35.6 41.0 43.5 51.9 Total Power Input (KW) 3.21 3.45 3.70 3.88 3:96 4.23 4.50 4.72 4.82 5.13 Instantaneous (MBtuh) 9.14 13.8 18.4 22.1 23.7 29.4 35.9 41.4 43.9 52.5 80 1500 Integrated (MBtuh) 8.45 12.7 16.9 20.2 21.5 25.8 35.9 41.4 43.9 52.5 Total Power Input (KW) 3.25 3.50 3.74 3.92 3.99 4.25 4.52 4.73 4.82 5.13 1700 Instantaneous (MBtuh) 9.42 14.1 18.8 22.5 24.1 29.9 36.5 42.0 44.7 53.4 Integrated (MBtuh) 8.71 13.0 17.3 20.5 21.9 26.2 36.5 42.0 44.7 53.4 Total Power Input (KW) 3.34 3.58 3.82 3.99 4.06 4.31 4.56 4.77 4.85 5.14 Instantaneous (MBtuh) 15.0 20.1 25.2 29.3 31.1 38.0 45.9 52.7 55.8 66.2 1600 Integrated (MBtuh) 13.8 18.5 23.1 26.7 28.2 33.3 45.9 52.7 55.8 66.2 Total Power Input (KW) 3.26 3.51 3.76 3.94 4.02 4.29 4.59 4.84 4.96 5.34 60 1750 Instantaneous (MBtuh) 15.1 20.2 25.4 29.5 31.3 38.2 46.3 53.1 56.2 66.7 Integrated (MBtuh) 14.0 18.6 23.3 26.9 28.4 33.5 46.3 53.1 56.2 66.7 Total Power Input (KW) 3.30 3.55 3.79 3.97 4.04 4.31 4.60 4.84 4.96 5.34 Instantaneous (MBtuh) 15.4 20.5 25.7 29.9 31.8 38.7 46.9 53.8 57.0 67.6 1900 Integrated (MBtuh) 14.2 18.9 23.6 27.2 28.8 33.9 46.9 53.8 57.0 67.6 Total Power Input (KW) 3.38 3.61 3.85 4.02 4.09 4.35 4.62 4.86 4.97 5.34 Instantaneous (MBtuh) 13.7 18.9 24.1 28.1 29.9 36.5 44.2 50.6 53.6 63.6 1600 Integrated (MBtuh) 12.6 17.4 22.1 25.6 27.1 32.0 44.2 50.6 53.6 63.6 Total Power Input (KW) 3.34 3.63 3.92 4.12 4.21 4.52 4.85 5.12 5.24 5.65 Instantaneous (MBtuh) 13.9 19.1 24.3 28.3 30.1 36.8 44.5 51.0 54.0 64.1 70 1750 Integrated (MBtuh) 12.8 17.6 22.3 25.8 27.3 32.2 44.5 51.0 54.0 64.1 Total Power Input (KW) 3.38 3.66 3.95 4.15 4.24 4.53 4.86 5.12 5.24 5.65 1900 Instantaneous (MBtuh) 14.2 19.4 24.7 28.7 30.5 37.2 45.1 51.7 54.8 65.0 Integrated (MBtuh) 13.1 17.9 22.6 26.1 27.7 32.6 45.1 51.7 54.8 65.0 Total Power Input (KW) 3.46 3.73 4.01 4.21 4.29 4.58 4.89 5.14 5.26 5.65 Instantaneous (MBtuh) 12.1 17.5 22.9 26.9 28.6 35.1 42.6 48.6 51.5 61.1 1600 Integrated (MBtuh) 11.2 16.1 21.0 24.5 26.0 30.7 42.6 48.6 51.5 61.1 Total Power Input (KVO 3.42 3.74 4.05 4.29 4.39 4.73 5.10 5.38 5.51 5.96 Instantaneous (MBtuh) 12.3 17.7 23.1 27.1 28.8 35.3 42.9 49.0 51.9 61.6 80 1750 Integrated (MBtuh) 11.4 16.3 21.2 24.7 26.1 31.0 42.9 49.0 51.9 61.6 Total Power Input (KW) 3.46 3.77 4.09 4.32 4.41 4.75 5.11 5.39 5.52 5.95 Instantaneous (MBtuh) 12.6 18.0 23.5 27.5 29.2 35.8 43.4 49.7 52.6 62.5 1900 Integrated (MBtuh) 11.6 16.6 21.5 1 25.1 26.5 31.4 43.4 49.7 52.6 62.5 Total Power Input (KW) 3.54 3.84 4.15 1 4.38 4.47 1 4.79 5.14 5.41 5.54 5.96 -15- DETAILED HEATING CAPACITIES -MODEL 654A -SIZE 060 Indoor Coil Air Temp. (F EDB) r.r Indoor Coll Airflow (cfm) Capacities Instantaneous a (MBtuh) -10 17.0 0 23.1 10 29.2 Outdoor 17 1 33.9 Coll Air 20 36.1 Temp (F 30. 44.1 EDB) 40 53.4 1 47 61.5 50 65.2 60 •77.5 1750 Integrated (MBtuh) 15.7 21.3 26.8 30.9 32.7 38.6 53.4 61.5 65.2 77.5 Total Power Input (KW) 4.11 4.38 4.65 4.83 4.92 5.21 5.51 5.78 5.89 6.27 Instantaneous (MBtuh) 17.4 23.5 29.7 34.4 36.7 44.8 54.3 62.6 66.4 78.9 60 2100 Integrated (MBtuh) 16.1 21.7 27.3 31.4 33.3 39.3 54.3 62.6 66.4 78.9 Total Power Input (KW) 4.21 4.47 4.72 4.90 4.98 5.25 5.54 5.79 5.90 6.25 2250 Instantaneous (MBtuh) 17.8 24.0 30.1 34.9 37.2 45.5 55.1 63.5 67.2 79.3 Integrated (MBtuh) 16.4 22.0 27.6 31.8 33.7 39.8 55.1 63.5 67.2 79.3 Total Power Input (KW) 4.31 4.56 4.81 4.98 5.06 5.31 5.59 5.83 5.91 6.20 Instantaneous (MBtuh) 15.2 21.5 27.8 32.5 34.6 42.2 51.2 59.0 62.5 74.3 1750 Integrated (MBtuh) 14.0 19.8 25.5 29.6 31.4 37.0 51.2 59.0 62.5 74.3 Total Power Input (KW) 4.20 4.50 4.81 5.02 5.12 5.43 5.76 6.05 6.17 6.57 Instantaneous (MBtuh) 15.6 22.0 28.3 33.0 35.2 43.0 52.1 60.0 63.6 75.8 70 2100 Integrated (MBtuh) 14.4 20.2 26.0 30.1 31.9 37.6 52.1 60.0 63.6 75.8 Total Power Input (KW) 4.31 4.60 4.89 5.09 5.18 5.48 5.80 6.07 6.18 6.56 2250 Instantaneous (MBtuh) 16.0 1 22.4 28.8 33.5 35.7 43.6 52.9 60.9 64.6 77.0 Integrated (MBtuh) 14.8 20.6 26.4 30.5 32.3 38.2 52.9 60.9 64.6 77.0 Total Power Input (KW) 4.41 4.69 4.97 5.17 5.26 5.54 5.85 6.10 6.21 6.58 Instantaneous (MBtuh) 13.3 19.7 26.0 30.9 33.0 40.5 49.1 56.5 59.9 71.2 1750 Integrated (MBtuh) 12.3 18.1 23.9 28.2 30.0 35.5 49.1 56.5 59.9 71.2 Total Power Input (KW) 4.29 4.62 4.95 5.19 5.29 5.64 6.01 6.31 6.44 6.86 Instantaneous (MBtuh) 13.7 20.2 26.6 31.5 33.6 41.1 49.9 57.5 ' 61.0 72.6 80 2100 Integrated (MBtuh) 12.7 18.5 24.4 28.7 30.5 36.0 49.9 57.5 61.0 72.6 Total Power Input (KW) 4.39 4.71 5.04 5.27 5.37 5.70 6.04 6.34 6.46 6.86 Instantaneous (MBtuh) 14.1 20.6 27.1 32.0 34.1 41.8 50.7 58.4 61.9 73.8 2250 Integrated (M13tuh) 13.0 18.9 24.8 29.2 1 31.0 1 36.6 1 50.7 58.4 61.9 73.8 Total Power Input (KW) 4.50 4.81 5.12 5.35 1 5.45 1 5.76 1 6.10 6.38 6.491 6.88., Payne Air Conditioning Indianapolis. IN City of Industry, CA Carrier Corporation SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE a UNIT MUST BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS -16- Catalog No. PA -3265.400 PRINTED IN U.S.A. 8189 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO -LOOK OUT FOR (CONVD) xterior plaster - weep screeds (Sec. 4706). > roper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required on.,garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (Sec. 3303 & see:Mezannines - 1716). . Attic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. . Noise requirements on duplexes. . Adobe soils - special foundation design. . Retaining walls requiring design. . Unusual shape, size, or split level house requiring lateral design. Flashing at all exterior openings. 5/89 RESIDENTIAL PLAN CHECKING GUIDE S.F., DUPLEX & MISC. ONLY) Bldg. Permit l OWNER C �i ISR-L�Si-o �� A.P. # 41-©B-lo`1 GENERAL Zoning requirements: (sideyards Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. 6. Items on data sheet. and number of permitted living units). PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. SITE Pe -f}- •A N oT Special conditions oncreation map or compliance document. FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. -Required windows for second exit (Sec. 1204). Skylights (Chapter. 34 & Sec. 5207). .Human -impact glass (Sec. 5406). 1205). Required roo izes, ceiling heights (Sec. 1207). .GFCIs in baths, g e, and exterior outlets (Article 210-8). Light fixtures, switc e�s, receptacles, and exterior receptacles I for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or ,gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and Smoke detectors (Sec. 1210). clearance. STRUCTURAL DETAILS 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. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR • Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). • Guardrail details (Sec. 1711 & 3306(j)). 1. Brick or stone veneer (Chapter 30). COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95985 - TELEPHONE: 918/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER l,,oIaA v Xe.5 �4oyA. P..No. 2Z—,e—/`07 Proposed Building Use �Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. .......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ y omplete plans in duplicate/triplicate, signed by preparer. of plans . . L_4I Complete engineered plans and caics, with wet signature on plans .. Z Hazardous Material Form .................................:::::::: 6. Energy Design Compliance and supporting documentation L-5tatement of Intent for Non -Heated and AC Buildings ... I........... :FUL8. Engineered truss details and layout in. duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 2. Park ees paid ............•• - -. c ool District fees paid .............. R- 25-90 14 ". Sanitation approval from s Health Department —9H 47R 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: :.. 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 9" 2i -go l" A215.Letter of signs re authonz n .................................. 27. When yo�rissue the permit, process as follows: Mail o owner. Mail to contractor. Telephone ond hold for pickup at r office. Deliver w. /inspector. Other �Appl icant4g. nXli..Q.. .Date' Copy of Haz-Mat form sent Health Dept. Fire Dept. fir Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. . The following data must be submitted prior toarmit issuance: (Circle new item not checked above). 1. Index permit for above items No. .2. Additional items required: Contractor, designe , owne as advised of above required data by_phone_Jnall_counter by`date 10 `4I_qy Contractor, designer, owner, was advised of above required data by—phone _maII—counter by date Plans checked by 17 `GL Date Plans approved by Date ets of plans on hold in File cabinet AP folder Copy—DPW TO Buildinc Department FROM: Environmental Health ..;; - ;I SuBJECT: Sanitation Clearance c /a. r owner Location A?# Plan Approved for: Sewaqe Dis�osiii Water I Supply Hold final for: Final clearance O.K. for. bedroom mob4&�a home. other -clearance for �__Y NOTS * * * water Supply Water supply —7At 71--u Date S rian COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,` Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) S 2. I (have/have not) Z�4 y f" signed an a plication for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4: I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Date %// NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR Pl1RCEL NUMBER L OWNER ZONING BUILDING PERMIT /J_eTELEPHONE C) So S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADORES NAME e> Z) 04CONTRACTOR'S TELE ONE l U Egi (> ti CONTRACTOR'S MAILING—ADDRESS CONSTRUCTION LENDER VNKNO WN G1 — L '�" Fireplace "r/! oV Total Valuation $ !Q O LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 10.00 Permit Fee Plan Checking Fee $ [ 0 $ ! .oD ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS I Energy Plan Checking Fee Penalty Permit fee $ c 1-) 0 p)O $ $ 8 z �C• PLUMBING PERMIT Filing Fee 10.00 r Each Trap p 2.00 06 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP WaterP�P� I Irl 9 5.00 5,00 Each qas water heater or vent 5,00 —, USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 �,�Q d Mobile Home S G W 10.00e TYPE OF WORK New Addition❑ Remodel[] Utilities[] Installation❑ Other ❑ Describe work: _.�� S. Permit Fee $ �� Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1000 AMP ORV OR LESS10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury ) P Y P I y (Check one): I am licensed under provisions Of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. License No. Classification i, as the owner, Or my employees with wages as their SOIe COmpen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2,50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. , 2h¢s ft q �e riEW COWSTR ULTI.OUTLET NO N.R E SID BRANCH CIRCITS 2.50 ea (POWER APPARATUS el SINGLE OUTLET CIR. / Ex. OCCUp(OUTLETS OR FIXTURES 20@ of 9AL030 EX. Occup. FIXED APPLt S. OR P• OUTLETS IRESID,) EA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with suchPermit provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating CN.) Cooling . C9 U Hood 3.00 00 Ventilation 2 3. --aV 49- 0 v Fee $ ,-36-00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Count of Butte to enter upon the above-mentioned property for inspection purposes. y I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ - occ CONST TYPE TOTAL FEE $j a® HAZ CUA PARK I SCHL I FLo I PAR Po HD ISSUE Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 4;6 WHITE-D.P.W., TELLOW-ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT 41 LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF. 01rector 7 COUNTY CENTER DRIVE . OROVILLE. CALIFORNIA 95965 Telephone: (916) 534.468, RONALD 0. McELROY Deputy Director Date: 10 JANUARY 1991 WILLIAM & JOANN CHARLESTON RE: Address Correction for 348 SUNLAKE DRIVE r LAKESIDE, OR 97449 A.P. No, 041-080-107 Dear Resident: note. that we are correcting your address due to AN -ERROR IN CALCULATION Your previous address was 28 GOOD VIEW DRIVE PARADISE,;CA and your correct-ed_address' is` - 227 GOOD VIEW DRIVE PARADISE, CA 95969 Very truly . �' Y Yours, 'William Cheff .Director of Public Works e Point System Summary: Climate Zone a/I- I3UILDING DATA Conditioned Floor Area 20 C,6 ga `14 Number of Stories Z Slab/Raised Floor P-A-1S@D Check all applicable Unit Type condition(s): Single Family Detached (SFD) (] Addition Alone [ 1 Single Family Attached (SFA) [ j Existing Building [ ] Multi -Family (MF) (] Existing -Plus -Addition SCORECARD P-2IZ z /so Point Scores Surn 1-6 . ea Ing .5'rd �• Type Credit PRy1�� 6 e fart_ �` P�.Lk 4,3 00o 0" P'JT C"3 Lr.-� rPoint Total: r-j_eCT ooa auT "IJ r rfTG. Fonn Revised March 1988 -- / n Glass Area % Glass North 2s -.s East Ceiling Insulation 3,o South West 4 O R -value Skylight Total _ 10. 93; ' j Z, Point Scores Surn 1-6 . ea Ing .5'rd �• Type Credit PRy1�� 6 e fart_ �` P�.Lk 4,3 00o 0" P'JT C"3 Lr.-� rPoint Total: r-j_eCT ooa auT "IJ r rfTG. Fonn Revised March 1988 -- / n Measures 1. Ceiling Insulation or R -value U -value 2. Wall Insulation 19' or R -value U -value 3. Raised Floor Insulation 191, or R -value U -value 4. Slab Edge Insulation � or R -value F2 factor 5: Infiltration Standard 6. Glass Heat Loss 0 oA I— 1A 1,6,.3 ' Type U -value % Tot al Glace 7. Shading (Shade Open) % Glass SC Eff. % Glass a. North- /. Z 3 x .77 _ 9 b. East 3•, 0 x .-7 7 = 2, 3 1 c. South 9 , t3(G x .77 = 7, 59 d. West '2,2-1 x .7-7 = 1. -70 e. Skylight x = 8. Shading (Shade Closed) %Glass SC Eff. %Glass a. North /, 2.3 x • 4- _ — ( b. East -3,0 x , 6 c. South 9 ,fib x . 166 = 6 . s r d. West 2,2_/ x • C, 4, -- e. Skylight x = '9. Interior Thermal Mass , 3 Fppn�c, WOOD 57-,b✓X.,o9 dQ 6atct. 10. Exterior Nall Mass Interior Me.. CFA _. Exterior Wall Macs 11. heating System -7 1 .S�6 x • 8 3 = S,1G `�a Zonal Control? ( Y / N ) SE or 11SPF Duct Efficiency Effective SE or HSPF 12. Cooling System 5).-7 x - 8 G = g ,7L14 Zonal Control? ( Y / N ) SEER Duct Efficiency Effective SEER 13 \Vater ITt' /_ "` % Point Scores Surn 1-6 . ea Ing .5'rd �• Type Credit PRy1�� 6 e fart_ �` P�.Lk 4,3 00o 0" P'JT C"3 Lr.-� rPoint Total: r-j_eCT ooa auT "IJ r rfTG. Fonn Revised March 1988 -- / n Certificate of Compliance: Residential (Page 2 of 2) CF-1It Project Titre -ODate JIVAC SYSTEMS Maximum Furnace Heating Output: --.. 6 Btuh HOT WATER SYSTEMS . Tank M,.nufacturer/Model # System Type (storage gas, etc.) Cama':its, _;or approved equal) Special Feature(s) S� P zP SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter 2, Subchapter4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall dgsigrt responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Minimum Duct S Tide/Firm: _ Type (furnace, air Efficiency Location Duct Output Manufacturer/ Model # co ion , heat um) (SE, SEER,HSPF) (attic, etc. R. -Value Btuh ora roved equal Name: \ Title/Finn. r� Address: l Teleph n�e•,,�� 77 _ Maximum Furnace Heating Output: --.. 6 Btuh HOT WATER SYSTEMS . Tank M,.nufacturer/Model # System Type (storage gas, etc.) Cama':its, _;or approved equal) Special Feature(s) S� P zP SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter 2, Subchapter4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall dgsigrt responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Name: L/ S Tide/Firm: _ Address: Telephone: Lic. N: . . (signature) (date) Documentation Author Name: \ Title/Finn. r� Address: l Teleph n�e•,,�� 77 _ (date) Forst Revised March 1989 Building Owner Name: Title/Firm: _ Address: Telephone: (signature) (date) Enforcement Agency Name: Agency: Telephone: (signature or stamp) (date) �2a5�-2� ✓,may z&rVO /VS/I:r 646 /9r SCCUor,,Wa,0 C/4-i"i96-ALe 3Z'G C s�c��`1 19/11 / /)/�� 2 - 7 - o Re 4/2 BUTTE -COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number ���'� Building Department No. School District- Dyc> City = CountyIt Jurisdiction Property Owner. _W M. C ..,THAf_vrrAry Project Location/Address 00 V1 6, D& r Subdivision.Lot Number Residential Development: a �� gO. Sq. Footage # of Living MHI Addition (Group R). Units Commercial/Industrial: a Sq. Footage New Addition (Including Exterior Roofed Areas) Buildi Department Representative Date (Floor -Plans reviewed by School District Personnel) District �Id No. School District Certifies that (Applicant Name). (Phone Number) ej (Street Address) 01� 9 (City) (State) (Zip Code) hasrcomplied with the requirements of Resolution No. by the payment .of $ .3�� %.(o C� representing square feet. strict Representative % PAID BY CHECK NO. BANK NO PAID BY CASH .REMARKS: 9- as-- �a Date white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) COUNTY OF BUTTE - DEPARTiJENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541., William Charleston 348 Sunlake Dr. DATE July 17, 1990 Lakeside, Oregon, 97449 RE: Building Permit Applicati6n #2356-90 A.P. # 41-08-107 With reference to the above subject: L1 Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER L)[ We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Streetand drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. XX Recorded copy of, deed showing _original parcel creation Recorded copy of agricultural acknowledgement statement. OTHER It appears this parcel was created ub 1974 or 1975 at a time whpn Burro County require a parcel map. We need the parcel creation deed to verify creation date to dptprmine what must ho done. Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff ' Director of Public Works .F. Glander Chief Building Inspector - HAROLD L. WELBOR N ARCHITECT (9) 6) 877-6071 A U C016664 ' - B D F O R : BILL CNAR4451-oN J OB: AP 4 / - 8- /07 1361 N C �IJDE T.� lls -S f f T. GtJ/. R4ANs. x •1. F 7 TY P. UAPER FLO4tz ALL E7(T, Cpx PLY Will (a) - /o D EA. E�1D, T -15 -S 4WI2 To UPR. �yxl0 48 %z �px - 6O 4''/[z i 2Z"a C aD Ng11- AL.L E08f S P"50VIDE 51, E,, A_ CO AJ AJ 7a I aF �u1E e F PLY 8 D 4., OR 43.5'F /2" :3. c. N OTA : 3. �JSE !+•PA HP 22 (4 ,-p Im' wt ApgED p, I# CP.') POt D Up To i2 7Jc; p6L • 5 Tiro 4 �It BE"*j Tb pLs6ru-P o 49 #19-SOVE uvl, MSr/(00 Ww. ( f)- 10,P M4 &Np ' 4. lNST�.L� MPA•ND 4� t,t�'/.(8� IbD INTl:�.ps�: ' . sTuD ort 4)t C+13 RACES': MRR►tEp ,x� :� O i .8-D 4%c. PLY IJLC,- S D 3 8 /Z" VIE L D ,,+x@ x o - Q A r 8Y: �%�� DATE: -+//2- $©. SHEET / 0F Z HAROLD L. WELBOR N ARCHITECT (916) 877-6071 A o C016664 B D FOR: ILL. Ci4AJR.,L.STON JOB: AP. 4/-8-./o7 C ac-Jx:• 1 -A -TT --FAL LoRps. IOD (54--N) *155 !J Z P Po KDT" W ,+ 1-L FY iz�s(r9.sxz�.3�� (0824 3/7 WALL Sµ�Q = 6 0z.4 I (� 4 2 g IFT -7 ' i S /•3 7 = �2 GD)( -PLY eD - ��a.�. le 13,18,93('62j- Poor '8a('62j= Po' or S��r}� 6Sa4/32. �/3 4/,'r )F7 PLY +- G 21.P P L1= 8 Jl j_•D UP 8 [A c.v 6' waLL- 514-y 2' 70'E o'o 682E t-2 /0 z 7o 9� m. r /FT coxelA. FoDpo WA,W- SMEAk $Ewu.� PWo2 ?654/92 z 2 2 2 1F7 wat PHD = 42 7 (S) as e= l fP�4D 2 a 4-3 ! O /4-t Lou1 ED 4 LgcEs r= �oNi vVA �L SEE s/•JT: / U),O- . Gtl rNv FgOrrt ,k), ars S, Fy NoL!D DccU-3t-3 =/57(9 = 1413tt1 03' V s E- M P o +:D 4=2 ZO1, MI #l, 653 AJ 7Z 121 P PI-�) 57VD �R 4)e PosT I K C 121 PP45-0, ' uP 77 E PST 44DOVE- r-L,OaOP- To PSTF�coo,e Ms7"I fio w/, Milo (24) - IC) D >L (%- a-4, c tQ IuTC� P--Isrs oB. Gll�r CF+ k s/ 41a .4T uPPr�k �� r" -v s i DJ;, (cJia�o >✓�=Q� ,c%aaTy) s 9 eop AT EDP- D.L) Fq. Pl•�JF-j- USE Os -M rj:3b CtJ/.. tisk `/01) ,EA, 33)= 838 �Botr, �a a T4 - .z IF r = 22 a.� , uND�2 Sff BAR; u/Rt.L S 1; AST 4 wLST- 157klF% - NORTH w�u e5.�I2R �o.c. 8Y: 141AJ DATE: 4-1/2 /f�O SHEET 2 OF � Return to DPW FOR RESIDE'i'ITIA,I ..PE`; EI,OPMENT Section 26-8.1 of the Butte County .Code requires this acknowledgement be recorded prior to issuance of a building permit. AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 4 ., [, 314 2J The property described herein is adjacent' ', '1 ••_ `. . to land or included within an area zoned ~'• . 94 X041324 ' R'ec�.Fe'e ' 7,. 00 for agricultural purposes, and residents" _ ," Cash - •`y' ' of this property may be subject to inconr -s•Recorded; =�iaYr,. . veniences or discomfort arising from the,- Of f i'ci"a 1' Records";: - �. use of agricultural chemicals, including,;:.' County of �r'.�' . ''+ ,' •' but not limited to herbicides pesticides, �i t. '�' ~ `•.� '"� ;" l and fertilizers; and from the pursui',:- `' ' I ° '' ` 'Candace ••J GT.ulibs •V•'- •` • '• of agricultural operations including, . ' , - Re'co'rder' '.. ,' but but not limited to cultivation, plowing, `,8: 0,1 26 -Sep -90 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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 :pro:perty."situate in the County of Butte, State of California, described as follows: SEE LEGAL DESCRIPTION ATTACHED AND MADE A PART HERDOF. Date: September 25, 1990 PROPERTY OWNERS: William Charleston State of Calif. ) On this the 25th day of- September 1990_, before me, the ) SS. undersigned Notary Public, personally appeared County of Butte ) ■rrrrrrrrrrrrrrrrrrr■ o o FREED L 14ASKETT u NOTARY PUBLIC -CALIFORNIA ■ ■ .-e • Bine Count • My Commissionxpires ■ May 20, 1994 --WILLIAM CHARLESTON-- nPersonally known to me. " Proved to me on the basis of satisfactory evidence. to be the person( whose name( is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 41-8-107 Freed L. HA%Ai_Public c. DESCRIPTION ` .. g4-41324 ORDER NO. BU -110494-2 MB ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: A PORTION OF SECTION 2, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID SECTION 2 WITH THE EAST LINE OF CLARK ROAD, AS SAID ROAD IS DESCRIBED IN DEED TO THE COUNTY OF BUTTE, RECORDED AUGUST 5, 1938, IN BOOK 86, PAGE 368, OFFICIAL RECORDS; THENCE EASTERLY ALONG THE NORTH LINE OF SAID SECTION 2, A DISTANCE OF 910 FEET; THENCE LEAVING SAID NORTH LINE SOUTH 14 DEG. 50' -EAST. 1770.0 FEET; THENCE SOUTH 35 DEG. 10' EAST 883.0 FEET; THENCE SOUTH 17 DEG. 20' WEST, 1010.0 FEET; THENCE SOUTH 26 DEG. 20' WEST, 1070 FEET; THENCE SOUTHERLY IN A STRAIGHT LINE TO A POINT ON THE SOUTH LINE OF SAID SECTION 2, WHICH POINT BEARS EASTERLY, MEASURED ALONG SAID SOUTH LINE, A DISTANCE OF 1260.11 FEET, FROM THE.POINT OF INTERSECTION OF SAID SOUTH LINE WITH THE EASTERLY LINE OF CLARK ROAD, AS SAID ROAD IS DESCRIBED IN THE DEED TO THE COUNTY OF BUTTE, STATE OF CALIFORNIA, HEREINABOVE REFERRED TO; THENCE WESTERLY ALONG SAID SOUTH LINE 1260.11 FEET; THENCE NORTHERLY ALONG THE EASTERLY LINE OF SAID CLARK ROAD, AS DESCRIBED IN SAID DEED TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION THEREOF WHICH MAY LIE WITHIN THE BOUNDS OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED TO THE COUNTY OF BUTTE RECORDED JUNE 4, 1959, IN BOOK 8201 PAGE 583, OFFICIAL RECORDS. ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PROPERTY: A PORTION OF SECTION 2, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A WELL FROM WHICH THE NORTHWEST CORNER OF SAID SECTION 2 BEARS NORTH 55 DEG. 24' 51" WEST 2611.43 FEET, AND THE WEST ONE QUARTER CORNER OF SAID SECTION 2, BEARS SOUTH 61 DEG. 55' 23" WEST, 2465.39 FEET; THENCE DUE SOUTH 15.00 FEET TO THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED PARCEL OF LAND; THENCE FROM SAID POINT OF BEGINNING DUE WEST TO THE EASTERLY LINE OF CLARK ROAD, AS SAID ROAD IS DESCRIBED IN DEED TO THE COUNTY OF BUTTE, RECORDED AUGUST 5, 1938-, IN BOOK 861 PAGE 368, OFFICIAL RECORDS; THENCE NORTHERLY ALONG THE EASTERLY LINE OF SAID ROAD TO ITS INTERSECTION WITH THE NORTH LINE OF SAID SECTION 2; THENCE EASTERLY ALONG SAID NORTH LINE 910 FEET; THENCE LEAVING SAID NORTH LINE, SOUTH 14 DEG. 50' EAST, 1770.0 FEET; THENCE SOUTH 35 DEG. 10' EAST 883 FEET; THENCE SOUTH 17 DEG. 20' WEST, 1010 FEET; THENCE NORTHWESTERLY TO THE POINT OF BEGINNING. END OF DQCUti-ENT x. MAR -,7 1.91 IG:53 FROM WARINOCK HERSEY PAGE.001 February 21, 1991 Linwood Homes 8250 River Road Delta, B.C. VaG IBS Dear Ken: Vi APNrOCK. 4FR`,:Y a' (;,FESS!ONAL SERN? C,'F^•. LT(7. iC1LHQIJ..'_ yT„ CD^,;117(t tJ, $�1TIS1 COL! -W91A CANADA V2K dX:; . T,L}F'�U�E, !644i 520. ,22; )v 4\'PPo an7, . TELr.(.0 ='1ER: (6011: 5:4-2' 3F. IyAl 47101 .i ' : +l.i►ii V.i A _ On Tuesday, February 19, 1991 I travelled to the above site to inspect plywood used for wall and floor sheathing in the residential home project. I met Andy from Solar Design and Bill Charleston at the site. We all discussed the problem that had arisen then proceeded to walk through the house. I mentioned to them that I was concerned only with the plywood which was labelled with the Council of Forest Industries (COFI) Certification Mark. The CGFI plywood used for wall and floor sheathing Was produced by Canoe brand under the CSA 0121--MI978 Douglas 'Fir Plywood standards and labelled as such. There was also some Canoe brand CSA 0151-M1978 Canadian Softwood Plywood used .for roof sheathing. No defect were noted in any of the inspected panels that were excessive to the standard limitations. Ha.ving, ,reviewed. and compared the above mentioned CSA Standards against the U.S. Product Standard PSI -83, it is concluded that the CSA products would meet or surpass all PSI -83 limitations, based on available species, veneer grades and exposure durability. Yours truly, SEP.VECES LTD. '• . Davfd fReeki Opera ion anager OR/sml c:\QP\P4a\liniw d.itr VAV.i)n•'EF n. -TKA \YNNI?E, SAU:T T, u' m: :-A.R9.LION -. F'C!>::I; t^OgT?C%L !{Si;. „ r•ilTl Oi FEED FAX THIS FNn TO:tdi Dept.: No, of Paqes: L From: Date: Company; Fax No.:_ q, Comments: PasP.k" lox (;a4 78:13E +,:+, TOTAL PAGE . ,0 1 1661 'LO '81A Sado 01190 d :io 0 30 311()9 :'o Clark Johnson TEL:637-'2949 Feb 25,91 CLARK JOHNSON CONSULTING ENGINEERS 1418 - 112th AVENUE N -E, BELLEVUE, WA 58004 February 22, 1991 9:06 No.001 P.02 12061454-7137 n l Butte County Building Department Butte County, CA Attn: Rod Taylor, Building Official FAX #916-538-2140 Re: Charleston Residence Staples in lieu of nails on shear walls and overdriven fasteners. Dear Mr. Taylor, If it's acceptable with this office to use duofast staples 1 3/4 x 7/16 x 16 ga. the staples should be spaced at 1/2 the spacing called out for the 8" nails (example: Staples at 1 1/2" o.c. in lieu of 80 at 3" o.c., etc.). Included is a copy of the A.P.A. recommendation for overdriver fasteners in plywood. If you have any questions, please call. JCJ/kb Sincerely, X/kYvt---- J. Clark Johnson Clank .Johnson TEL:E37 2949... Feb 25,91 9:07 No.001 P.03 `�� F {_y -..' �.�� `•..a Lt.`s.. k'(�,?y� =J j''�i w � r i. . w �� ETFECT OF OVERDRIVEN FASTENERS ON SHEAR CAPACITY The following is a suggested guideline for determining if overdriven fasteners affect the shear capacity of diaphragm or shear wall constructions. 1) 'If all fasteners around the perimeter of panels appear to be overdriven by the same amount - say about 1/16" - and it appears that panels have been wetted during construction, it can be assumed that the.fastener embedment is due to panel thickness swelling. This can be verified by measuring the thickness of panels where fasteners appear to be overdriven, and comparing to measurements where panels have been protected from the weather or to the original nominal panel thickness which is part of the trademark. In this case no reduction in shear capacity need be taken. Z) If no more than 20% of the fasteners around the perimeter of panels are overdriven by up to 1/8", no reduction in shear capacity need be taken. 3) If more than M, of the fasteners around the perimeter of panels are over- driven, or if any are overdriven by more than 1/8", additional fasteners shall be driven to maintain the required shear capacity. For every two fasteners overdriven, one additional fastener shall be driven. Another consideration that should not be overlooked when judging overdriven fasteners is the minimum nominal panel thickness required for the design shear. If design shear for the construction requires a 15/32" minimum nominal panel thickness and the actual sheathing is 19/32" with all fasteners overdriven 1/8°, the net result is a 15/32" panel which meets the design shear requirements. Technical Services Oivision February, 1990 7011 co .?tti St P O 80., 1 -)0 taComa Washington ?S411Qi00 206 i654�6W tl.\ is 410 CRC 206 Johnson TEL : 63 7 -2949 Feb 25 , 91 9:07 filo . 001 P.04 POWER-DRIVO FASTENER CONSIDERATIONS Po"er-drivers fasteners are an acceptable substitute for hand -driven fasteners provided they are of equivalent size and quality. Several things should be considered when using power -driven fasteners. 1) Contact. The light.weight, high velocity fastening equipment may not pro- vide sufficient force against the panel to ensure that the panel is tight against the framing. This can cause problems with fastener "pop". or squeaks when fastening floor, sheathing or underlayment. normally the force required to eliminate gaps. beneath underlayment or floor sheathing can be provided by the operator if Ise stands on the panel adjacent to where the fastener is being driven. Zj Thin Galvanizing. Power driven fasteners must be smooth and uniform in diameter to avoid jamming the feed mechanism of the nailer or stapler. The usual electro -galvanizing, which provides the required smoothness, is too thin to provide long-term corrosion resistance. Where a high degree of cor- rosion resistance is required, it will usually be necessary to use fasteners of a material that does not corrode, such as aluminum or stainless steel. 3) Overdriving. The typical power nailer or stapler used today for building construction often countersinks 'the fastener. Adjusting the air pressure is an unpredictable way of controlling the depth to which the fastener is driven. Since material densities vary, it is impossible to find an air pressure setting that will consistently drive the fasteners flush. The solution to overdriving is to have the driver in the nailer or stapler modified or ground off so that it can only drive the fasteners flush. Once this is done. it is only necessary to adjust the air pressure sufficiently high to drive the fastener in the densest materials. In material of lower' density, they will still be driven flush. Manufacturers of various pneumatic guns indicate that they approve of grinding off the driver; however. they strongly suggest that one of their repairmen do this so that the driver is ground off properly. Technical Services Division February, 1990 a O Bo. 11700 ' Tacoma Washing -on 984114070Q.- V6 365-6600 %x --+v FJkx 2% 563•;:b3 MEMO TO FIELD INSPECTOR F Permit # 235 Date 1�glq� A. P. No. �� dg'IO7 r 1 Applicant:('lyi�2LFS%ojC/ To: Field Inspector: From: J.R. Henry', Plan Checker Subject: 5'{16'4%Z gl''9 /WIZIA45, z'�7774C 60 L I S 7- Dom' S OZ a T/O/l1:0; To 7-116 SxIE•�'lt u/14GC 4141ZIAI � /,�-g GZ1672Z,C A' ile All, John R. Henry i P6�? FIK� /�S��TioN of 5-f16r+-2 SoG�l TION 3ga�`f> T� ,r- "�C 1 301-a7-10A,�: 12C-72WC-6�> -7• GUHHZE G644G(, PGy Hrff STs9-PLES WHICf/ AeE 7-00 0UEfZD2/11E.v Al /NSPE C TO�ZS Off'/NEON, /3�7Gd�.v �'Ti9/�LE J i 1� I " • v - � - J. CLARK JOHNSON Consulting Engineer 1418112th Ave. N.E. Bellevue, WA 98004 (206) 454.7137 N!1wc>4 S, ie J 1 tj o2.go2- LrnEw000 40r46z�, 0&5D fz i vGL2 2.0� T7G�TA 0 , C. , CANAX>4 job: Date*.:- C>6 01 Brt GfL 1 subject: � $�UILp A PPR A y ®1/ No. 2224 V-46 155 BUTTE OOL)t J7'Y , CA 'CC'A2 ti�or�.t3G�--2-r, �T Your �cQ��sT, we: 14,4v6 )Z vlot-Ic-rD Tide LATCre-A L C.4LCuL.4Tr osis F:nfZ -r/+c PzcxiC-e� M0K/TIO�u6c> ,4 r,�vv0--, r -F N,4fL- WrTN ��@5'1 o,C., �'C_L LDe*cS Af"-JrJ C ac. etc. -"r,>, For< A -L - L CI -4 -LLC -0 F -v2 C`�G4 C A-1 /.? ! c..lN G . =XCC—P7- 77, ' S a 4-r 'r'N E 1zo N -r p f= 'n -4-E C-r,4TAG,z-: (Xµ //j Tr -E CA[.CL)L,4TroAjs P4-rOCD 7-e)-90), 5� w.dLL.S 14-T Tke MoNj-r or 77-� 64-R,460 5H?Qt-c- 3�: �8'' PLYk/oa� � a. �l 8. � -T'L•rD 5r �5, �3Lot^x.�fl, k// T/4 SD @ G" 0,C , A -`.L OD G 52`6 4 -ND e - I F Tfd E -2G Alze ,9t,� y, Qv G 67-/ onkS , PLG"ASL"' G iva c)5 4 - CAU— djr NC' ,snM, GG MOD TA--(Lar,?Su rTC C-COAJT `/ 5—' DrA , DC -PT- J. CLARK JOHNSON to b:�'�—� Consulting Engineer T�t7l ��Jo D� I �. 4 1418112th Ave. N.E. Date S y s Bellevue, WA 98W4 Subject (206) 454.7137 x.3-1 UCTURA L , CCT! PUTATi ons S x---02 CNA RLE5T0&J R MIDDEN C P ante, aA 8,461 S �*Jt� uMr r 2t-� 6U1c�7 rn.iG C(�D'G Jg88 C—D�TtO�..{ WIND = $O MPF+ Expa) urns " B" poop Wv c- LOQ -D , 30 p6r- (S"o ) �Ni�C-7C �® CDMPUTi�"TiZ�►�.t 5 r3) - 5-7 s: I • +- J. CLARK JOHNSON, --f— - r t ' - — to 61 `C 4 -64t�—r -N 2C � f ' • a r Consulting Engirt 1418112th AveN.Ii.. pate: - _ sy= ��' �.. . •,� < �• Bellevue, WA 98004 _ _.. _ gY O e t : r t - f 0454.7137 r • a ..�. --• _ _ .,._,.._ . _...... .—s. ..-_..-i—.t��:_L .,its' Fig -7,? t:F C =z9 I t 14'�`(71, S', = Z3,3'� f. CYC) P FGz ((tSoJ(��,s'��3d�tC�Zc�C��(3Z'�1 L F,j Wlnlp &OVeD 1S /AJ OC:> I Dl2C—CTioll }G --Y 1::,L.AI-4 X, Y X X Y Y-1Y� r Y XZ - J X3 - Xi _ It L .,, _.. ,r , � 1 .--. .c.._Y �, i. _ __. `f _ _+ _, . �, n -'XZ�-+a^� 1,.r• � y r 'r� e � -... = � i ..: ....,t ,.,..�. ." HAW R-006, . to r ... ..,. ,. ... _ . r.,.. ... ....... ..:2.. '. � i v — . .. • ... y. 0 J. CLARK JOHNSON = �...� ' , >t• a:. ..,. .- _ F , } ' L . t i 1418e. IM �i Bre.. L.7i _ .. BeUevue, WA 98000 . Subject: j e e t : j (M 454.7L97 . I , r _ 4 F.. . ..�..y.. y. • .'. ' + i. •/T... i•. ._. ....f.. _ . "f" 1 • F }' .�'_'"'r"_'..'"r�i•..�', t', LA F 17.7p�s E it Sr��� C�1's� = 7,I�iK 5t�d@2Wi4t.�.S �e UPPP Fri -oat y ! -5�g � IZ.s'f 1¢•s' �. Vey = 7,lL"C4rs JZ Zcrl'I, Vey l0,5' 7 5'-f 715' F,, @u�v�er-uta veYs Iva,( 8 � '7A.-- _ zoti ( 2o'•r 10��-3' - '\\ e / v� _ I1.gK� G�. J� 7/(�K[,4r,s�) _ ZBS :. U6iG %g"PLY, LS�d6 3Loc. Yi ^ It, 5' 4 6,6-14 S -s' 49o77. 7. = 2- 57 < J. CLARK JOHNSON ;.. ConsWUng En&ewL3 a 1418112th Ave. N.E. Bellevue, WA 98004 _ 4 _ (206) 4647137. ..... J•do Date:' g r Su S j e e t: t i ' o.., t' 77 orp 5W f*RWA-LLs IN T1 G X-X - _ �w�,�. _ ►�'?pSQC t COS', - (�,, K - . - , v@X, —) _ 19/ � u5 y FLY lslor" 3,5't9rt3,5' W/c�DE (a °o, C, �G.F, 2("o"71 XZa I7)'7p .0 V&x .� , l�SG' �!g" PLY isr p�� aZoraci7c _9.5'c— 3)�-t7, w/8°E 3"c. c, (GSM, 4(.4ot;o 6-210 velx v Z 3 " Zoo T. 28�t3S� - • X - 5•,� � = 454 1 � � �� �_. • _ C. J. CLARK JOHNSON C IMM116 Loop - 1418112th Ave. NZ Whew s, WA 98001 OM 464 -MV facto+ L4 3c�lacti / LAT5z.4i_ 5HE RkJALL SC4EDULC TYPICAL EXTERIOR WILL CONSTRUCTION: 1. She& thi ng:,"e, plywood or O.S.B.,. exterior side, blocked, nail with s.' @ 6,"o.c. all edges and @ a' o.c. field. 2. Bolt sill plate to concrete withiOX 10 A.B's @ 48"o.c. 3. Nail bottom plate to framing below with 16d @ G'/8.c. 4. Fasten double plate to joist or blocking above with 16d toenails . @G"o.c. or A34 clips @2.4b. c. INDICATES: SHEAR WALL WITH PLYWOOD ONE SIDE: 1. Sheathing: Ys" plywood or O.S.B., one side, blocked, nail with �@ 3 o.c. all edges and @ ,z":o.c. field. 2. Bolt sill plate to concrete with��X 10 A.B.'s-at 3z"o.c. 3. Nail bottom plate to framing below with 16d @.4 o.c. 4. Fasten double top plate to joist or blocking above with 16d toenails' @a'o.c.or A34 clips @ ia' o.c. J. CLARK JOHNSON CbnsWdng Engineer lo bt f 1418112th Ave. N.E. _ Date= Bye Bellerne45 A 98004 Subject: i{ N 000F BV14f-1 37 2M 6i,Lo X _ Avg. yr , b -o �N Z R, Z. W=�15'0�'30��(4'o•C•J= b18� R, = I,23K (Zz = 2, Z ' i �� " t,o'�''C,•►s� = l �, 0 tpre OIL. CN�GL. NG�DgP/�s-; z A2 = _ r n, 3g z Apra- c c- - ..:.. .: � /A� ,� ►3Y 5 ERZ _ _ �. - _ Y • . � _ _ . , t ••Y P= �15ct3o���zX4 /)— -6,Z* 1?, 4, JL C 6- I S eorz 0 y It -i vpoc-Tl 0-xy - J. CLARK JOHNSON:: . ` r Wtiug g12thAvne`N1�"-,"L F _ 11181 . .� Dates' 6yr F1Z . ter Bellevue, WA 98001k $o0jfet: _ _' i '`i ' �... -^_ '�; i. %...._ .i..-1 _-may t "- (206)46/7137 a +_ i. ._�'C: SIOM, 4SCPV�� GIL, 3,4 104 ZOF _ � r _.... r P 4•• �Pi , .�, - ._, .. , ..r -Y-- �1� 5S, �3" <w•3. ..--i �-; • "� :.. - _. .:_ __ . . A.P2- 31,5'0 IAJ.Z - 9' fL, 2z . P= �15ct3o���zX4 /)— -6,Z* 1?, 4, JL C 6- I S eorz 0 y It -i vpoc-Tl 0-xy - _ _ _' i '`i ' �... -^_ '�; i. %...._ .i..-1 _-may t "- "•w4. ._�'C: € - J. CLARK JOHNSON Job: Consulting EngiIIeer` r t �. 1418112th Ave. N.E. .. pa t e Bellevue, WA 98004 Subject: ` (206) 454.7137 ., f �o 01 lylTi[ N.G/ mez-4 i-ow"A-LL:. (a , x toys, q 4 QL 4' Sr ,,, s 13 e, = Z,VV- M = 3•ZZ�'C4''� = 13,08` IZ I,S�� _ 8s /"?- < Afp— r f z Aew �s 0= _40 J. CLARK JOHNSON Consuld" Engineer 1418 112th Ave. N.E. Bellevue, WA 98004 ' — (206) 454.7137 Job: Date: By: 04 . {. Subject: . . - V�iV' 1.�. a y.' -'. r �- :. - ... � � � 'i. �-� ��V• UPPER FLCa? W� Cru 54) � A,(3e'Ve; L IV1,4Cn 21''x.._ Com► <<x )94 41 Arv-- .'131, (.3iA., J. CLASH JOHNSON' . iob: } Consulting Eogiaeer. 1418112th Ave N.L. - date: Byt _ Bellevue, WA 98W4. ._ (206) 4547137 - Subject: U PP4 2 Fl -094a veeop K r TGA ►N C � ?,AiL7 H, F. y P 9 f bs-,, 5&4 rN 3 2, W �y - -4, ! 6" Fes, , 2 o,"- r—ye , 1-5 Z w = Cl2ofi tea.. -- o, 47 � -7�'�� I I7'" J 8 � 14Z,, 44 , N 3 % o.d-rs� ve 11-07"14 3 `� / ' J. CLARK JOHNSON. 'Job:, _ t4�t2ngth Date: er= Bellevue, WA 98004 . -- Subject. — (2M 454.7137 y U PPC -2 rr1-c�Z �d�(?/�aC%L� 2X O W f ' Nthc 1--c_2 , (3 2�ti+ 2 x r D 41. F �= Cryo t30JC3v,�(v� ' 3.2a c W (IZv+4O,J(�S� v �� 27,.5�'S Gov SPie bl� o, cyTsGS'Cr,rs� --- J. CLARK JOHNSON .-t J. e: iaa1►A .._�.: : ' o,tr: Err t Bellevue, WA 98004 Subject: (206) 854.7137 - a� l ►�-F'�`L'-,�; -SU4.57 g� ei 037 I2, OP4 7%. 560 pz = 1,-7 r--e4lrM 2z o14 P(l B L lig..=ClZ�*40.�� ��' 0,4-7 2, = s, 4.2 K RZ*.'' 0, bl , �l = 5,4ztCSJ_[b,4��.I�5�Z, I-.-7Y3�' tt /o C Ae- di 0.o7s"'ClosJ 12�,?O ►►�Z Apt 1� Com, Spa - d x I,oL*A `C,Z Z = D, Z3 U5C- ��L, S x ►Z' 2©F-�!� I'III)-VhLLr_ I I I I LE. L -n i k_U I CL IVU . 1->1V-0 JO -0440 J U i LJ t VU 1.1 •140 11W . UU f F .U.1 rJ 6573 sh, ..;.M or Uwww AT TMEVT OP HUCR W. O'nTL. (V_A '_f_AILVJ_ MM K. ONZIL OMCIAL RECORDS Or 610= 16th �STREET MMI COUNTY, CALIFORNIA L`M.ki"IM M Pot 1.0vi"I 1.14 9. wwwo "ooppli. GRANT DEED OAAKM w RUM M. OINEIL and MARGARET K. 01NEIL, his wLf*, as their comunity property, IJL 'hM Mal PeoptTly 0-2. io UK CewrYd SIME s..oc.Prwtk*"riwonxMMX in' Exhibit A whLch�:Lp. attached ..hereto by . *-this ref 7ec4� is. made ,a art hereof. ..,atta. 4ttoo 4M . off 45 .0-4 ..4s . The purpose Of this dead is to Pak* a matter or record the f&4dt:-\thst tho real loscribed herein to the COMMU operty the..-PndersigAed 'Kip n F50PArty 1 ET X, OINEU, and that "itt 9rbea thofir c6ikunfty and h a wife, MARGAR acquisition by the Undaj�qjgnad• property continuously since its original acquis &I W September WITHM My hw aft 7th* H X &TATz or pwroWA.0 too y. 0000 We" LI%Ak MW MAW n66, C4440 brtww •Note ry r -wit. hk and I., .6d of -to. vfffo� 1111/111111/1. 14kw*o C4 to w. f. be iho pww-.- W WXM L RIK 9107, Mhq W-9 NW44 tg*' -k4=W-Vr- 84W ) my cvma� &on UOMM &% 1261. to IM W4146. b -t w"t, "d . P mil tax bills 'to Ku F-b—Ef,D /-Tmw? i4co—A offt"F Ir—F California 94 M. O'Neil, 616 -16th Street, Oakland, w .. ... ... EXHIBIT A A Portion'Of Section 2' Township II North Range 3 East, M.D.B. 6 M., and being more particularly described as follows; Beginning at the point of intersection of the North line of said Section 2, with the East line of Clark Road, as said road is described in deed to the County of Butte recorded August S. 1938; in.Book 86 of Official Records at page 318; thence Easterly along the•North line of -said Section 2 a distance of 910 feet; tAonce leavinsaid North line South 14' 50' East 1710.0 feet; thence. South #5' 10' East 883.6 feet; thence South 17' 201 West 1010:0 feet; thence South 26' 20' West 1070 feet; thence Southerly in a•straight dine, to a, point on the South line of said Section 2 which point bears Eastefly,measured along said South line; a distance of 1260.11 feetoeppoint fction of aid e with the Easterly line of Clark Road, as said Road Le described In the deed to the County of Butte, horeinabove referred to; thence Westerly, along •aid South line, 1260.11 feet; thence Wortherly along the - Easterly line of said Clark -Road, as -described in said deed, to the point of beginning. ,.::i?�i '.... ......,..t,, _.,:+,:.�::a:k:a}e:e ::y;l:e. •:�. e:at',•., 1.�t.:0.,:?;tti:htit;;.};t;.%•:!i✓?'•'t''^".,! ,:;C�'!rt'if, ERCEPTM THEREFROM that portion thereof which'mey'lie within t e bounds of that certain parcel of land described in deed to the County of Butte, recorded June 4, 1959, in Book 820 of'Official Records at*page 583... MERVING•THEREFROM a ri&ht of way for road'and utility purposes over astrip of land 60 feat in width, and havin a length of 1010.0 feet, said strip lying Westerlyy of and ad scent to the course and'distance set forth as "South 17' 20' West, 1 10.0 feet", in the parcel -of land ddscribed herein. ALSO AFSERVINO•THEREFROM a right of way for road and utility purposes over and across a strip of land 60 feet in width, extending•.from the Westerl line of.the herein described property to the Easterly lino thereat. Said right of way to be located within the Southerly 1000.0 feet of the herein described property, the Northerly line of said Southerly 1000.0 feet being pakallel with the South .line of the herein.described property and 1000.0 feet perpendicularly distant' from said South line. The exact location of said easemdnt is to be determined by the grantee herein, with due regard being given to any improvements located on.said property. ALSO RESERVING THEREFROM a right of way for road'and utility purposes over and across a strip of land 60 feet in width. extending from the . Westerly line of the'herein described property'to the Esaterly line thereof. Said right of way to be located within the Southerly 1000,0 feet of the herein described property the Northerly line of said Southerly 1000.00 feet being parallel with the South line of the herein described property and 1000.0 feet -perpendicularly distant from said South line.. The exact- location of said easement is to be determined by'the grantee herein, with.due regard being given,to any improvements located on'said property. •, Q. ►.: 0+ ro CR I cv gi I• �€�q��sf{,4�ti4:�t��f:��fst��i�4i�:isfx}�g�f����!t���•Itf��wt(S►U�34,f "CONO:Mo sLOWtercO w Title InitUrAnCS and Trust r Titlo Insurance i Tryst Co. I'.0. Cox 750 "Xecfterey, C8lifOrnla 93910 h ORO�"J� JITh b3110 ILL 29327 e.'ACL ADCYL 00 n900-abew's wat U �9ppd of c;ift V-G►n 1Ll Pa�od� lAr ... lret P ........................................................ day Of ....,�nutly ................ o4e Ihoa,ond nine hbn k seventX two Ipt111frP11 ._.._.H°!+!!, M. O'I�'el1 ono MarQere: K: U.Netl,"hla .rl(e ....... ...... _.... .................___.......,,......,......._,._. "........................ ........... .... .................. ......... ,.................. I......_.._. —, fhe f.1 4'f rhe fitit pw t, and ......... ........... WLSCOtt Chrtetlen Center, A Non -Profit Church Corporation .._...................... .................................... __... _....................... __..... the pvrl'y" alike meoed peN T011nrBAr1b; met the perl.ldeof Thr first pert. Joe and in roncidnrftOM of Ike love end Jfr,•fivn rhirh ,..tb. Y.h'.M..O for the perky,, of the second part, do .....by these prewl. circ and front ant. the Immy.. of rhe zeruhd pad, and to ..... __. kris end arrign.lorewa, alt,- ........ .............. .... �..,..,..,................. ........ ,......................... _.._....................... __........ - ............ ...... _ th..AL.... rerroin fpr.......... , 1„e,•r .......... ,serporcel.....X.,.,,., of land lifaefe in the ..... ....___ BUTTE " ....... ......"....... _...... ........,.................... ___.. GruAfr of......._ ._..........., ".. Stale of _........... GaNW-OANIA........................... _... . , and b"nded end de..dbed ., Jodonr, to wit: IA rORTIDN OF SECTION 7, TOWNSHIP 71 NGRTH, RANGE T EAST, M.D. B. L Ji:. -A-4-1) BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I 860119NING AT THE POINT OF 1NTERSLVfIU% UP 74URTH LINE OF SAID SECTION 7, WITH THE EAST 'LIKE OF CLARK ROAD, AS SAID ROAD IS DESCRIBED IN DEED TO Tt1E COUNTY OF SUM RECORDED AL'CL'ST 3, 1913. 111 k*K Rh OF OFFICIAL. RECDRD5 AT PACE 76R; THENCE EAiTCRLV, ALONG THE i NORTH LINE OF SAID SECTION 2. A D15TAKCE OF 910 FEET. THENCE HAVING SLID NORTH LINE, SOM 14 DECREES, 50, EAST 177A.0 1'EET 1 THENCE SOUTH IS DECREES 1a1 &AST 887,0 FEET8 THENCE SO1RH IT DEGREES 70- VEST 1010.0 FEET: T1I0CE SObT11 26 DECREES 201 WEST 1070 FECTI THENCE SWTHERLY 1N A STRAIGHT LINE, TO A FOI4T D;1 THE SOUM. LIKE OF SkID SECTION 7, WHICH POINT PEARS EASTERLY, MEASL'REO ALONG SAID SUL'TH 1.I: E, A DISTANCE OF IT60.11 FELT, FROM POINT OP TA'rE�ISECTION OF SAID SMTX LINE UITN THE EASTENLY LINE Of CLARK ROAD, AS SAM ROAD IS DESCRIetb IN THE DEEP TO THE COUNTY OF 8t'TTE, HEREINABOVE RI:MW9D 701 THENCE _ WESTERLY, ALONG SAID SOUTH LINE, 176Q.11 FEET: MICE NORTHERLY, ALONG THE EASTERLY LINE OF SAID CLARK RMC, As DESCRTRF.D IN SAID DEED. To THE POWT or OMINNING. ' MEP71HG TNEUtrItam Tw1T PORTION WATCH MY LIE WITHIN TILE BOUNDS OF THAT CERTAIN pARCZL 1 OF LAND DESCRISto IN pEED 10 T411: CUL'N7Y OY BUTTE, RECGRPED JL'N8 4, 1959, IN POOR 870 �] ' OF OFFICIAL RECORDS AT PAGE 510. :%4k4r�.tkfkySi�Elif,Et�tw��ttssta��t{�(lij;lf'E►Int%fK�3t'fk�4?If{4{fit{�t�i�tlftEttt�t3'ER� .W: tti!�ti Fii�iEfsiYiff9Hl wst�?''tEEE _ Ir MKIONSMANY MAMMA TV or FUU TMnt or rmn", GOta�etea --- OR ep;MNA lk 0" cru" wmw it".M MA atl 1 M:e� 1"� ara°��= *f torr p WK . alil-Affmilh the trnemenH, hereditament+, and opparlrnanrfo the"unto 6eioaging or apf..-,tainiNy and Ar rrrrtai.rn and retraimm, wmaindrr and remaindrri, cents, imuea and prof is thereof. O fjApr DO tO 3�Ulb//tA#- said premia,, together with the appurlenanrts, onto the parfl.. of the second pan, and to../. heir and aragnalarrats...............................r.� ,•. �.. _ , In W mwim it 4mot Ike parLVAof Ike first par! T t! OU4........_... handl.. the dry and year fibf abase wtilltat. .tilsllfd and:ilhlYled}IYfh! lrleware Of - W-14 r r •, vrrnacMT•a.nn... Com A t.v of... ..?.. A .......... — .......... ) IL 04 1 h ii, 1-5 t A r day of Ye -r -wr 1h,wLand nine hvpdred onit_ - ' - '$'W. KAAA.rY... 7.#.110 . . .......... I .... . ............ . brJure nrr, .... . .............. rI—iuiId and kwom. persunattykpigred Ar"AA'.IAZ ............... . .................................. known f,, mr 11 be th,, jwmtkn de.rribrd in and K*11U.'r nanir i. ub..,-riW 1,. she. ithim ih-liwalfal, and a.-kn.,w-bdrrd jo -nl Mot thgfrx,ruird the-,,, h -m hrreunsu its in 'y hand and fixed my uffoript "at K"Ce. Cminly"I B4A. . ........................_-•_ -a Pe-te fms abuir wrillm r-ilCUAL 7L -'A' DJ'.ALD L. f4NER ...... .. V'z Poll VPw&L-C-CAUMrM& Built COUNTY • �lf.0011dNo w[aua��t6 In . • • . . ' R�1R 1� ►15��•n v rDcl Monts py principal nc i • d9B Ce11e COIL fli ie y�910 2-332S. � ocw'w vac w MontersY • CaIL � �/AG[ MOYL TNN \JItL ItYw wLCow sows I" AIW 01 'Ora" taAW161"M o•t .MA \u� As N,00• tti QNO - -�°` t mN ter d `L� ' U T.T. .......... ......... Grant Deed IMuw.M� •Nw twWv Y • w Nwy.•w.0 ry nN . ch Corporation polt A YAWA9li CpN51DLpA110"t ►<<.`M profit Cher n ut,divi CHRISTIlIN CENTLRJ app°,o= retigo%mn°ei Y $r°tri, tt£6COTT pyr�tL, *bif rty! 1 t,rL MONTFa �RCAAR$'raA o� 'yingIS many ea aorati p 4�id9d e4 b. t'1tA OLD anY C� Typ6R• his solo and sop � Ct tdlLi�t L aaj4O, to an nndIIpiSi�edalq e0TenAntsn and\�ddl�vi 04 e•.Ivrown7ln a3* lo�low „6 lON Co..b'of gpttt dtPBv%T3 FOR DtsCFu IgEE $,WinlT wA' ATTW_8rD Kerch 30 t 1972 , ,-�— V-9C°tt Gntw p!°titc CIhy h Ey " �V ... It � <. •w. .IM A rAi< Y ,A1. .dd f7ATL Of C419'low, O.• •./ mil\w \.•<n�•1- \w_.• r .+ /• NIM p nnl•a«"� lhnn IM ♦NI•N Ivu n� ►J\ J . \ nwy�<•14w " d it IrM.d 1•n..Al, 1'.AL n pAhRCL\ W. S1CvEN5 . 1.1 dir..hw.A Ul ! cOVN�f�At _ 9'Itµ�vi • .,,,�. F ' t• • � ; T ` i :l�i?a�cS'ss�?ilttnt , .,;, .. A ... LUMT 'A^ DESCRIPTION All that certain real property situate in the County Of bitte, State of California, described as follows: A portion of Section 2, To:mship 21 North, RaMe 3 East. M.D.B. 6 !l„ wnd beim more particularly described as follwra: S:GIT MUG at the point of intersection a the Horth line of said Section 2, frith the Last Sinn of Clar.;'**d. -as said road is described in Deed to tht County of rutt., rccordcd Au;ust 5, 1938, in R00% OG of DP:iclel :CCo:ds, et pa3e 363;' thence Zasterly, along the VorLh line of said Sectivn 2, a distance of 910 Fest; thence leaving said Vorth lire, South 14" W Jaat, 1770.0 fe6i; thence South 350 10' Zast, Ca3.0 feet: thence 5outh 170 20' ,Jest, 1010.0 feet; th_nce :;oath 26, 201 ?:cat, 1670 feet; thence Svuilterly in a straight lime to a point on tha South lite_ of said Settion 2, which point bears Mr tcrly, measured alorQ said South line, s distance of 1260.11 feet. iron ti: point of intersection of said'South line writh the Sasterly ling o: Cla::-.noad, os sAid :toad is described in the Oced to th^_ County of ;.0=te, hereinabove referred to; thanes iresterly, a' on:; sald line, 12Gb.11 feat; thence l ortherly, elon3 the :asterly lin_ o: said Clt , Road, as deatribed in said Deed to the point e: be:;inninZ. M(CMMVC T. i. :3:I that portion thereof which may lie within the bounds o. that certain parcel of land deme-ibed in -Deed to tM County o: tutte, reco e.ed .;uta 4, 1959, in too*- 420 of Official Records, at pa�c•553. .� gg .. 00 C*VWA44 :?':'�:331�:3;°T.Itl�>F�Jl:1:17111}f?3ilf??:1:f.4:iii!i i.%Yfiii?S!?c?;ii;fi &VXv 4i479Y10 4V V1M]WIMS XYl VYW ' 1 1°1H � Weil rw.N N \ ►tit 'f)t bN u.a.) uNct!aWo) +11 IU ,..w+4 0751)N11f t NV4 .. �-/ lw tr+1� ►.• /'� t� Vt7A'iL� ONv tu] y♦ dYIM110111Y?� ION XION "1:� .d. 11 P•1•••,��+'�•y—t^P PAR"-1- 3 ARrR—w P•"t w�wtl-� 3�IM 3Njv14 W (11M MO.7'" Oq .r...�. ..... P�'�`• 'II•"•W •/1i� PIM rh P.n .1 "INOV. 1e AENflO'Ju 91YJ'.S via"% 67.200 Ou" eo �l `Xaxaaoxd ezvxvdea V49 ate■ *Tq *n W772aq oa=uvx6 ` vg7 VT 90490A eluoaeq I124a Ra)tsdpsd pTvv avgj 'oaeleq esSuvd *in ;e -Ut*UZ**s6.v Pw OXTaaV 19 Md eg> >ne AJAWD of uaAT& ■T POOP •TgJ1 •voTydTxaasp se; e]a=aq pagoviiY *Vo ZTgMX vas Jryq.., . 1. •t•11 vii�9 F +yt y �twl^1A lat Pap/.ui w.y 0w^1pq .11 ftiaddU aivxvdas Vvv %Tog aT1! av 4UVW POT•1•TVW m +V'[YQYZ SIf19 'P .1 I51MV-0 .I.Id N:I.IiNOA 4XV 1%P3*Y3"13V 'N -11410M •tq,+ry aTOIaq aa'saa=p' aVl 26 mITM, V rym 7iIYYlt VHW P»<p>fr.wtl,1 •W►1.11 M 4a!4• nl M!.A., �1llbYtll/lf+\07 3'INY.VIY.', V HOA paaQ uctela�in�j .....•.,...., rn1 I�w4u d�n..1C+a`Gx1.1 ON man 141 MMA WU NO muWN03 p " •OIlIA'd" "0110" q InWA 1114•«0 4IM11.031 • 17► dmmvu UVIM rxN " sin G.rad.lddar 1.w 4 1 n..y ggOw avva• — 334 • '��,•'r' 71110 ZL6l;ri Es {i 213��i Srl�iiib fL'.•Ji0 aAdgm vti pwaS • •n L J� j O►it6 17=63110aldasa;ucN �"" j{ SST—T14 atTWO 060 JI;1va4 oaaall Iva dA 4... tea......... 49nsy Pum �nmvznmgl aI�TJ: AN 9719MA0211 ON1dV"M-�'•' r. EXHIBIT "A" \ 1 111 r i LE:rCRIPTION i •,1 rte_ All that certain real p_orerty situate in the County of butte, Stela t of California, described as follovs0 A portion of Section 2, Township 21 North. Rano. 3 East, H.D.B. 6.K# and baina more particularly described as follo`.+at•' 1 BSGI;9tI;G at the point of Intersection of the 11orth line of said r Section 2, ttlth the est lin? of Clar_: ".load, as said road is ` described in Deed to tha County of Dutte, recd-.4ed AuVat 5, 1938. in :oo:t 86 of Of :.ecoids, at pate 30; 'thence Zasterly, along the l:orth line of said Stiction 2, a distance of 910 feet; thence leaviM :aid Mortes line. South 144, 5V r4st, 1770.0 feet; thence South 350 10' =ast, 053.0 fent; thence South 170 20' Itest, 1010.0 feet; thine South 260 20' West, 100 feet; thence Southerly in a straiCht lite to a point on the .South line of Said Section 2, which point bears Tasterly, =.nasured alohZ said South line, a distance of 1260.11 feet, :rvj t::: point of intersection of said South line with the nsterly line oc Clat.'t Zoad, as said *load is described in the Deed to the County o: Tubtc. h*rcinabovc referred to; thence ;lesterly, dorms, a0ic CT_t:t lane, 126U.11 feet; thence ortherly, aloe; the Laaterly line of said Clar:. :ord, as described in said Deed to the point o2l be;,in-dm. Z:cC=eTI17G T3Cri: ;3:t that portioll thereo; uhieh may lie vit.hin the bounds o: that certain parcel of lend described in Decd to the• County o: I:.uttc, reco-Ced aux 4, 1959, in Doo:: 020 of Official Vccords, at pa3c 553. , .111111 4"Rr3tS tttt;t>t. .%,1,'1-.,.,., 4 .• n 1 lett r' ?s;Fiii,hiP4i!.SFt� s" t t,.r..t!•H, S }riKY'�ktF�peis t� 1. •—�• •--• hie OA D•..O OCOVCSTCO by ` �•sY -e...t. •FC0•1016 ••-1' - D.1 hootR • .slty r •9a Call. Pmaetly-L .... poas•nP, r.. t aFr:,.,l accuays wrt • cy�i.•"u>f FE5 Z1 33 49 31S j to9!1: Y•lt:f;:1•t8 fi cajill7 Ei:O'A3fR z,�zo PACE Aaovt Tn,a uNC roA "Coocp" urs on'At NNr.:,..,,w�., T ,aN Ai 1A'i 0: r pal Monte Realty ompony. o California corporation; William Arnold and Margaret Arnold, his wgo:.and J. Luis Zelxla ii., s: .r,Y.:i:�• :r,�:�1: ':. Y., ,Ms1^ii lr'�a . � . ! errbg (Brunt :. n.xlr s Y. O's {e —r the ircowd yon 11! so u it i$rd t1rtapPrty .;rt•arod rh• l j�( butte ,S[arr01 Californiacounty o 4 I Downdedonddrarribr feslerlbad as follows: A Portion of Section 2# Town - Of wn- situated in the County I oS Butte, State of California !' ship 21 North. Range 3 last, M.D.M. and hcln9 more particularly doecrlbed as. follows: North 55C' 4'51 at s t, 216t1r1vm which the 43 feet, andhre West one uarter cornerwest corner of said Ofp i!I gelds North 55 beers West, 2465.39 tcct: thence due South 15.00 said section 2 boars south 61°5nofo West, II1 ffeet rom o tdepTfue Point ofnt of beginning Begieua Wo it, to the Eahe herein sterlytllne of Clark land; thenceRoad, taf Val d II i road to described in Deed to the County of Butte, recorded August 5, 1935, In li i Book 86 of Officl0l Records, at page 368; thence Northerly along the Easterly Ilno of said road to its Intoroection with the North line of said section zf thence !I! !! Easterly along said North tine 910 foot; thence leaving sold North line, South I , star Bast, 1770,0 tcot; thence South 35010' East, 883 feet; thence South 020' wast, 1010 Leet; thence Northwesterly to the point of begtnntrq • i. INWITNa5Wt1ERE0F1h•1irJOP01eo have • "Wed this O'roY'14"thf4 27 y.a 79pruary i (eq Mute of Q?ttltfurnt�, f •F County of Momtoroy w rl !; On thu--Rltil__day of---rv.hr iry ,. in the ytor one thovnnd nine hNndrrd and seventy five-- — btjorr nee, Donald L., Tyner ,._.,....NoloryPab(ir. CtQtr o/ Colifomio, duly tommirrioned and mourn, perronally opprand, _ Doubles N. rorzen4 known to me to be Ylce President-Secretary of Del Monte _W Realty Company, the eorporotion that executed this deed, known to me to be the Person who executed this deed on behalf of the corporotlon therein named, and ecfiiiowleQbed�ine t1i'aC'sucF coip"otattonc'xc�d'•tfif#"de'c' pd—uraJa�Z-�•7is�Tews. known to me to be the peraony-drJcribed in and whore narnre,eie--sNbi rtbed to the udthin + iryrtNmrnt, and acknowledged to Ine thol--theYL__artruted the mnw. i I �il �iiTtLeFB 100rellf I hot" hererlato ret my hand and oDixtd my op-iol atol ` in the-- County ej Monterey ..r W..�— i the day and year in this rerrijitate first above uwattlL at ALo L TYMER I�•��! _TI AOT• Il7M Ir .. (�•�•.yIVA • /'��....... , MUNIL2U.v CCL -STY Notary publie, Slate o California Mr a..\Irrt_ t.r,I. k_.,T 111p, nj I !y r;® i. IN.,Nrwnlwiln..r...11,,,1aI1�mlNnun� hlycommurwnerflrer ♦M �Y,�,/-,-�,..._ ::I, STArx or [au.,w>,In, Co—ty of Monterey _ C)n_. February Z7 —•— 1.9 v" r.w, IAr ■.AnnrNrl Nora.] PN4& iPk e.1 far #Ar Srer1 01 Cefilor.lo aitA ►r1NNpat efJier i -I the ■NNNrrnNNu\mrr+y^'�rNI11�rm Comm, .1 Monterey , prrronetly epPrerrl DCN:.tp L TYHtQ William Arnold and Mar9eret Arnold, his wire; and j. Luis ,.3T• 41tn•.•./:mc„, Zeba � 1:r:S7:.� Ib ItAILX: counry A*Olvaro—toatIArOr..o.,�•N�AouNer..,� . Mr C""'"0. 1-19144 t...•ry 14. ltty Nn.NauwlNlY..ry„W„�,,,,,b, lntaly --hW I i ed 1r th, u-1 hin li jr, .t, Vjd n/ eNt/ oa•l dRfd tN 1., tAet s l/gnat wd 0•\I N�,.I N 11 9 N Mail Tax Stt,tenanta tot Del Meat* Aealt r.491 Celle Zt acipel, inapt.»yr Calirornr. i j I I 1. ._.. ... .. 1 I'IlL VEIL L_ L_ I I I I LL VI I1 l, U I LL 14U . L _/ Lw M • Recorded at the request of ' -0 R&A L.L.E:"LK.00M.PA N # ..... ... . . .... Return to fiord Sears . .... . .............. I ..... .. ....................... I ........ . ... ... Avenue . . . .. . ........ ....... . olowillt, Calif. ............... . ............................... .......... ............ 141 IN." 9EQULST (W.. jerkjq OROVIL.LiE .- . Ij AOL OFFIC9AL RORDS or. ")rtrl COUNrYtECCALIFORP41A 9THEL At ESTES, CO -1, Rko,,6 GRANT DEED (Joint Tenancy) For value.reCglved Jim 140go and am biuto. hLo Wife. GRANT . ......... to Boyd V. Seaga "IT and 4loyd V. sears, .. III, Elth4w and 40n. sia JOINT TENANTS -all that real property situate in the - County'of State of California, deaerlbed ae otlo�rs:• v t Ar. All that portion or 3eatjon 2, Tcnmahlp 21 Worth, Range 3 Baal, M.D.B. & M#, lying E&3terly.or the centerline of the Clark Grade Road, 63 the*oamo existed in 1920, as contained In the Deed from Ernest lie is ba 1 et al, to RAI h J. Baxter, dated July e, 1928 and recorded July 3: 1928 -in Boos( 9 of Butte County Official Records, at page 113'. EXCEPTING THEREFROM those portion* thoreor described In deeds tram Alma Hesbol, at al, to the County of Butte, recorded*Auguat 5L' 1938 in Book 06 Of Butte County Official Records, at page 306, and .on Juno 4,* 1959 in Boolc 820 of Butte County' Official Records, at .Page 583. 1 ALSO EXCEPTING TWAEFROM that certain parcel of land dtacrlb*4 as followal Commencing 44 the Zaof. qv#rt,vr ourner of B&Ld Section 2" thence alon(s the East line thereof, South 330 feet to the Northeact corner of that certain parcel of land d#acribed in oesid from Ole Heabol, at uX, to Y. Mo Bethardo recorded Moveipber 22, 1927 inMook 153 of Deeds, at page 50, records at Butte County, California, and being the true point or beginning for the parcel of land horain described; thence from said truepoint or beginning, along the North line of said Elethard parcel, do" 2145.0 fact to the Northwest corner thereof; thence along the West line at amid betharO parcel,' South 330 ff;td to the -Southwest corner thereof; thence along the Easterly line of -that certain parcel of land d#ocrlb*d in dead from F,'M. Beghard. at *I, to'Ole H"bol, recorded November 22 1917 In Back W of -Deeds, at page 49, records of Butte County California, South 3 499 Vast, to the Southeast corner of said k9abol parcel an the South line of cold Section 2, ;,blah point Is 363 feet East from the South quarter corner of said Section 2) thence along the South dine of said :,action 2, Fast a distance of 22" feet to the Southeast corner of old*3wetion 21 thence Along the Mat line of 401d Section 2, Worth, a Ojetanag of 2310 feet 0.thfi true point of beginning. W :I -dWle M. Svara, wife of Boyd V. Burs, ws, 11. Ono of sft Grantees bervilt, ead Sonja F. Seat;. wife Sears, 111. the other C924tea be in. do baeby agroo and *pproy La:f Boyd V. go The t"t of the JoLne 7eno f the (84b0r and a" and do beraby 1#141lao any gloi. of lasectal in ibis property. 60618) Dat,ld- ,I" " It - - - - - — MAL Pitts -.W-. im .it Pff "I&L—eftogy awd sms'. wrwav W.Od -HRO-ACA.Alk a P. Uaf* to 'm — WA J h m L A m st - WA; fjUrS,. 14 1A.1 t to be A* to the W4404 korwouncaw Med ghe 02me Jim c0p4walp" expl"s— OROVILLE TITLE6 A. TO 77 .......... Xwmw H&. 47)J.7 MD . . ......... 22:1o4 MCOOM AT THE -MMT of ltaixe Iii I AN - 0FRVAL -RCCOAti� 01: AVITE CADVHTY, CALIFORNIA %C -1 I - Grant De*d ;..awd.4 V. Ft -;'s Lis* 9nd.imy-- v. 33Ar.3, ,II, "frthAP end son ORMT t,o !"";:4 [-1- 0111FZT, # a married mart, as his '3010 and A,YptAl-&.La rr,)F,)grby *11 ow MI property 61failto In Iho Comry of Butte .$we of Cshfa�nla, dimalbed as followis, - A portinn Of Vernon -.1, 21 North. PAn-.je 3 East, M.D,D.F. M, And being BAginning at the point of :ntCrpectjon of.the NorLI1 line of said Section - 2, with the East Line of r jal.k 110a'.. as acid road is e-Eset4bCd in deed to tIlc County of ra,tt*c, Cocorelecl 5, 1121, in BooX 06 Of Official Records ut paje r.1l._.nc4 L*r-L(ely, ;slo1sJ the NOith line of said SL Ictiolt 2, * diFtAnce of 913 foot; LhonCe 1c:avin 2ai'd North line, rf) South 14* 50- tzsEt 1770.0 feet, U'lence f4outh 350910- LAat er-1.0 feet - thence South 17*1 20, WrFt l0lo.1 fvej: thence South 261 20, West: 1070 5149l feet; thence itj" ' 15- in a 1-trai7ht tiny, to a point on the South line i%:NOf said Section 7. which point 1,L.ar.9 Castcrly', measured along eaid South line, a'distance of 1260-11 foot, tcOn tilt110irt OP intetarction of :%;sid Ira South line -in the EAFLerty liiw of rI,1L:k nn::. so 4;aid Road is described In the deed to UP! C"JuIlLy of, Ditttt,, - along Vaid South Line1*-'60-feet: thunce Northerly, alonq1) f _,Keetc,ly. . e rvfeernd to, thence the Uxterly Line of said ClzjrK Road, as Vericribcd in said deed, to the Point of beginning. OCcEP-4ING T11:'--%(U110m Clebt portion thereof which may lie within A th* bounds of that certain -parcel of land dcocrihed An deed to the County of Dittte,, irocarded.Juno 4. in Book 820 of Official Records at page 583. li right Of way for roar! and utility Purposics over LTtrip of land '60 feet a length f . e t i's wiJth, and havin-ji 0 JD10.0 feet, rip forth lying Wvatcrly' Of and adjacent to the course and distance %'o get ac "South, 17" 20' WOOL, 1010'.0 feet", in t1w parcel of lana doicribcd kuru -.n. 71X-50 11rrL:kylt4o 71 MR!4'ROM Q right OZ way for road and utility puepasce /7 over and across n strip of- land 6 WcstcrlY line Or the 0 Peak in width, extending from the ILL -rein described peopoFty to the r-anterLy line thereof. (;aid right of way to be located within the Southerly l000 fcct Of the herein decoLrjk,od property, the Northerly line Of Said Sbutherly.100o.o fect.being paraLlal with the South line at the h deagrihee. Isceliscrty and 1000.0 feet porpehdicmlfkxly distant from South line. The exact locAtion of said easement is to bo doter' the grantee herein, with OmQ regard being cjlven to any Improv lcmCa. cd an: said property. e 7— r 1P r. ;,q �,�* It t 0, 3 a u 0 3 3 0 19 1 0 u g d tuo'D airy ow 61 LL ol IdIlry V- MWISON i;,��f•,• if �, �r� a r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 227 GOOD VIEW DR Owner: Permit NO: B07-0722 APN: 041-080-107 BRUTSMAN, ALYNN Issued Date: 04/25/2007 By TMP Permit type: MISCELLANEOUS PO BOX 2073 Subtype: Phtovtaic Sys Grnd PARADISE, CA 95967 Expiration Date: 04/24/2008 Description: 1OKW GRID TIED WIND TURBINE Occupancy: Zoning: U SH Contractor Applicant: Square Footage:. ST CLAIR CONST CO EVERGREEN DEVELOPMEN Building Garage Remdl/Addn 2610 HIGHWAY 32 STE L 2360 PARK AVE CHICO, CA 95973 CHICO, CA 95928 Other Porch/Patio Total (530) 894-5590 (530) 894-5590 FEE INFORMATION DBEH Building Review Fee $75.70 DBMSC Photovoltaic System $384.93 Total Charged: $460.63 Fees Paid: $460.63 Balance Due: $0.00 Receipt No: B2526 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License ST CLAIR CONST CO 181845 / A B / 08/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREB AFFIRM UNDER PENALTY OF P RJUR that I am licensed under provisions of Chapter 9 (Comm g with Section 7000) o Divisio oft usiness and Professions Code, and my license Pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in f I a d e act. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects r 04/25/2007 the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: Contractor's Signature Date ❑ 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (See. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractofs License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the STATE FUND 713-16045-05 Exp. Date: 05/01/2007 Cartier: Policy Number: Contractor's License Law.). (This section need not a competed if the permit is for one a hllars ($100) or less.) I AM EXEMPT under Section B. & P.C. for this reason: ❑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 the Workers' Co pensation laws of California, and agre that if I should become subject to the workers' X 04/25/2007 co p nsation provisions of Secti n 370 the r Code, 1 shall forthwith comply with those Owner's Signature Date o io s. 04/25/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND us or occupancy of ny sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. ou�ry to enter the v ntioned property for inspection purposes. I hereby certify that I am the P owner or d to act on the property owner's behalf. r 11 CONSTRUCTION LENDING AGENCY l2�l 04/25/2007 41 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of ermlttee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ._ code) Owner © Contractor OR Agent for Owner DAgent for Contractor FILE COPY Lender's Address City State Zip Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds C `■ir �ttC g National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment (LESS THAN 1 ACRE 1 Reference Number: B07-0722 Location: 227 GOOD VIEW DR Parcel Number: 041-080-107 Owner Name: BRUTSMAN, ALYNN Description: IOKW GRID TIED WIND TURBINE Date: 04/06/2007 By: KEJ Sub Type: Phtovtaic Sys Grnd Phone: By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: L/a`YNu� FILE Date: 04/06/2007 `Butte County Department of Development Services TIM SN-9,LLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buftecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: O Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hitp://municipalcodes.lexisnexis.com/codesibutteco/ Reference Number: B07-0722 Location: 227 GOOD VIEW DR Parcel Number: 041-080-107 Date: 04/06/2007 Owner Name: BRUTSMAN, ALYNN Phone: Description: 10KW GRID TIED WIND TURBINE Signature of Property Owner: Date: 04/06/2007 FILE ''�t4- /I7p, Dz L 00 Wz oz o� A = m $ t CURTBRUSTMAN j EVERGREEN' o 221 GOoDVIEW DR DEVELOPMENT GROUP N d 9 PARDISE, CA., 95969 PLOT PLAN o m APN 041-080-101-000 2360 Park Avenue Chico California 95928 phone 530.894.5590 fax. 530.894.5051 �1Sit�S�l� 1( WIN®POWER PURCHASER: NAME OF PROJECT TURBINE/TOWER Evergreen Development 24 Hanover Lane, Suite "C" Chico, CA 95926 BWC EXCEL on BWC GL18-80 Tower 2001 PRIESTLEY AVE. NORMAN, OK 73069 USA T: 405-364-4212 F: 405-364-2078 E-MAIL: kencraig@bergecom wEe: www.bervey.com I certify that the attached drawings and calculations were prepared by me, or under my supervision, in accordance with the plans and soil criteria specified by the purchaser. Furthermore, I certify that I am a registered professional engineer under the laws of the state of California. /"- I �,�k G.'-� CERTIFIED BY i f DATE TF OF CN 4Zt/j�ol pi�q g SME E e:* M&difs�'dF�� A BUILDING DIVBS19i� APPROVED r✓, &III E COON " AulLDING ®EI:'AIAl aka,. ot P P V From: Ken Craig 405-364-2078 To: Scott Jackson, ^ Date: 8!2112005 Time: 4:41:06 PM` Page t of 6 .2001. PRIESTLEY AVENUE -NORMAN, OK 73.069 U.S.A. y TEL: 405-3i4-4212 FAX: 405-364-2078 moo. if,4 0 F2,<:svr E: vz 1 E-MAIL: kencraig@bergey.com, ' INTERNET: http:!/vwvw,bergey,coon To: Scott Jackson r From : Ken Craig Company : Evergreen Development Date: 6/21/2005 , Fax Number : 1-530-894-5051 : •Time : 4:41:04 PM ; Subject Tilt tower pad drawings 3 R a Pages including cover page: 6 ^ Scott Here are the drawings that I, promised. I think they will make things clear, but I have one. suggestion. Ma`rkthe forms; then transfer the-marks to dried concrete, to show-exact`locations r of the_rebar'near the'surface, Use -magic Y marker on the'forms-(saw. marks work better),.and scratches or something more: permanent- on-the,concrete.;This, will'keep you from hitting rebar when you drill.the anchor holes You guys seem to have a lot of experience, so maybe you know a better system. It's just a way to avoid problems. Cheers, ken F ^ r r o C�G3C�C� WINDPOWER 2200 INDUSTRIAL BLVD. NORMAN, OK 73069 .USA T: 405-364-421 2 F: 4❑5-�364-2078 E-MAIL: kencraig@0bergey.com WEB: www.Ven:ey.com Wind Turbine Tower Structural Analysis, Date: 22 March 2007 Tower Owner: Evergreen Development Tower Location: Stock Plan Chico, CA 95928 f Tower Type: BWC GL18-80 Turbine Type: Bergey. Windpower EXCEL (10 M Design Codes: Uniform Building Code 1997 — Chapter 16 California Building Code 2001 Los Angeles Building Code 2002 Basic Wind Speed: 80 mph Wind Exposure Class: "D" Design Performed by: Engineer: Kenneth G. Graig, M.E. California P.E. Number: M31794 License Expiration -Date: 09/30/2007 9 WINDPOWER Wind Turbine Tower Structural Analysis Tower Owner: Evergreen Development Tower Location: Stock Plan Chico, CA 95928 Tower Type: BWC GL18-80 Turbine Type: Bergey Windpower EXCEL (10 kW) Design Codes: Uniform Building Code 1997 — Chapter 16 California Building Code 2001 Los Angeles Building Code 2002 Basic Wind Speed: 80 mph Wind Exposure Class: "D" Design Performed by: Engineer: Kenneth G. Craig, M.E. California P.E. Number: M31794 License Expiration Date: 09/30/2007 2200INDUSTRIAL BLVD. NORMAN, OK 73069 USA T: 405-364-4212 F: 405-364-2078 E-MAIL: kencraig beryey.COm WES: www.bergey.com Date: 22 March 2007 BWC GL18 TOWER 1 80 FT TOWER HEIGHT 1 22 March 2007 I--20' 40'- ELEVATION 120° 40' GUY RADIUS PLAN VIEW DESIGN PARAMETERS 1. DESIGN WIND SPEED UBC 80 MPH BASIC EXPOSURE CLASS "D" 2. ROTOR THRUST 2200 LB 3. TURBINE WEIGHT 1150 LB 4. FURLED MOMENT 875 FT -LB 5. GUY RADIUS 40 FT 6. TOWER SPECS PER 11500-H. T- 19-318" (TYP'C-C 7IA" 01-1/4" MATERIAL SPECIFICATIONS 1. TOWER STEEL ASTM A529 -GRADE 50 YIELD STRENGTH 50,000 PSI MINIMUM 2. TOWER FLANGES ASTM A572 -GRADE 50 YIELD.STRENGTH 50,000 PSI MINIMUM 3. TOWER BOLTS ASTM A325 TENSILE STRENGTH 120,000 PSI MIMIMUM_ YIELD STRENGTH 92,000 PSI MINIMUM BOLT DIAMETER 3/4" 4. ANCHOR RODS ROD DIAMETER 1" TENSILE STRENGTH 36,000 LB 5. TURBINE ATTACHMENT BOLTS ASTM A307, 3/4" DIAMETER 1 1 1 1 1 1 1 120° TYP O BASE SECTION 11217 11502 1.25" (TYP)-" -s 1.5" MIN 19.4 TYPA 19.0 TYP + (TOP SECTION ONLY) NOTE ORIENTATION 120" 1120 OF PLATE 11201. 120" 6 1111 11404-2 5 -8 -lo ESS/o4 ' ?v0 -----18.0 0 1150 NO PLATES ON SHORT FACE Q���H G. C 2 ,.. 0TOP w M31794 SECTIONCC STANDARD WINCH PLATE DISCONNECT SWITCH PLATE SECTION �> �FCHAN�GP - 1 - 11504 BASE PLATE 0.5' A36 TOLERANCES �\ BERGEY WIND NOTES: 3 3 3 - 6 11502 TRIANGLE FLANGE - 11404-2 GUY LUG A572 -G50 0.5' A36 UNLESS OTHERWISE 1. MATERIAL - STEEL, A529 -G50 OR AS NOTED. 2. FLANGE BOLT TORQUE INSPECTION REQUIRED 1 - - 11217 TOP PLATE 0.75' A36 SPECIFIED DRAWN K.G. TITLE K. G. C. - 1 - 11201 SWITCH BOX BRKT. 0.25' A36 02-20-2001 B W 18 TOWER PER UBC 1701.6 WHERE APPLICABLE. 1 II118 WINCH BRACKET 0.25' A36 CHECKED 3 - - -11 TOP GUSSET 0.5x3x2' A36 �/ X = ± SECTIONS 1 1 12 140 3 - -10 GUY STRAP' 0.25'x4' A36 .050 1 1 10 120 3 6 6 -8 GIRT (END) 3/4' DIA X X = ± O 0 APPROVED 1 1 8 - - 100 18 I8 l8�-6 DIAGONAL 5/8' DIA DWG N0. 1 I 6 - 80 18 l5 I5GIRT (INNER) 5/B' DIA XXX = ± .010 1 1 4 - 60 3 3 3SIDE RAIL (LEG) 1.25' DIA SCALE 1�-{' 11500 -3 -2 -1 FIRST SECOND THIRD -3 -2 -1 NONE I I NO. REO'D. GUY LEVELS CFT) TOWER HEIGHT (FT) NO. REO'D. PART NO.1 DESCRIPTION REMARKS I PAGE I / 2 1/2' GUY LUG i 3/B 3/8 1/4 3/16 3/16 CENTER GUY STRAP GUY STRAP n -r 4" 0 OVER GIRT 3/16 I/2' TYP 1/4 1/4 1/4 7— 3/16 �\ 1, LOWER GUY ATTACHMENT Li 1/4 60° 3/16 -- -- TYPICAL BRACING� Q,?,OFESS/pN �p p ( CONNECTION SH �Q C-Y ��G1 TOLERANROTATICE 3/e � �/ iC Z ±1.5° UPPER GUY ATTACHMENT w m M31794 3/16 (INNER WELD) FLATNESS TOLERANCE 3/32" `sem �FCHAN�GP�, /3/8 �'\� �rF 1.25" TILT 3/16 OF CP�� �- TOLERANCE 3/16 ±0.5° 1/4 1/4 (OUTER WELD) 1.5° MIN, FLANGE CONNECTIONS 1/4 (NOTE END GIRTS OFFSET TO PROVIDE BOL T CLEARANCE) UPPER PLATE ATTACHMENT TOLERANCES BERGEY WINDPOWER H INCREASED END GIRT GAP TO 1.25'. ADDED END GIRT OFFSET NOTE. K.G.C. 09-14-2006 T.E.H. 08-14-2006 UNLESS ❑ T H E R W I S E G ADDED TOP SECTION WITH GUY LUGS. ADDED GUY LUG AND TOP PLATE DETAILS. -8 END GIRT CHANGED FROM FLAT STRAP TO 3/4' ROUND. K.G.C. T.E.H. SPECIFIED DRAWN K. G. C. TITLE ADDED FLANGE ROTATION AND TILT AND PLATE FLATNESS TOLERANCES. 03-03-2006 03-03-2006 02-20-2001 B W 1 8 TOWER F END GIRT MOVED 1/2'1 NO CHAMFER. ADDED BASE CONSTRUCTION DETAIL. K.G.C. T.E.H. CHECKED E 1/4' OUTER WELD FILLET WELD WAS 3/8'. ADDED CHAMFER DETAILS. K.G.C.- T.E.H.- X = ± SECTIONS D INCREASED GIRT -DIAGONAL JOINT SEPARATION TO 1/2'. 06-01-2001 K.G.C. T.E.H.- ,060 XX — ± APPROVED C ADDED GUY BRACKET ATTACHMENT DETAIL. K.G.C. .030 DWG NO. B 19.396 WAS 14.438. (DECREASED NUMBER OF BAYS.) K.G.C. T.E.H. _ + XXX .010 SCALE A ELIMINATED TOP SECTION (-3>. K.Q.C. - N❑NE 1 1 5 0 0 H LTR REVISION BY APP'D PAGE 2 / 2 5.50 2.75 2.50 2.813 1.00 0 1-1/4" CHAMFER 1XV .I_CENTER OF BEND 8.25 MUST 6.71 REMAIN 5.00 FLAT IN THIS AREA 1 1.125 _ 0 7/8• 1.624 (3 HOLES) 3.248 FLAT PATTERN ANGLE D 3/4' BEND RADIUS WAS 1/2'. 1-1/4' WAS 1-1/8'. u—i6—M C 2.50 WAS 2.751 5.00 FLAT AREA WAS 4.88.io-i�-2ooi B ADDED 1 X V CHAMFER — 2 PLACES. —, A 8.25WAS 8.461, j1 5.50 WAS 5.13 1.00 WAS 1.25. ALL PARTS ' THICK.�. 1,125 WASLTR KaQ TOLERANCES REVISION BY OQ�pF ES /0 c� m w M31794 x -3LE R3/4" --i�— v2' BENT PART PART # ANGLE -1 60° -2 45° ' �FCHAN�GP���� OF CA`\�o NOTES: 1. MATERIAL IS STEEL A-572 GRADE 50. 2. THE 1 1/8' HOLE MAY BE DISTORTED BY BENDING. 3. AVOID STRESS CRACKS IN BEND AREA, TOLERANCES BERGEY WINDPOWER UNLESS OTHERWISE .,,,, um SPECIFIED 1--ri 25 M! GUY TAB, .x = t .060 GL TOWER .XX t .030 forAm *m .xxx = t .olo 01-23-M VA InAPP'D NONE 1 1 S 01 D r Structural Analysis of BWC GL18-80ft Tower Design Parameters 1. CBC2001 / UBC1997, Chapter 16, Division III 2. Design basic wind speed 80 mph 3. UBC wind exposure "D" 4. Turbine data: A. Maximum rotor thrust = 2200 B. Turbine weight = 1150 C. Furled moment of turbine = 875 D. Hub height above tower = 2 E. Hub height above ground = 82 22 -Mar -2007 Wind 180' Leg C 11 � Wind 90` w� m Face C Leg B 1 Leg A Wind Normal 0' TRIANGULAR TOWER 5. Tower data: For tower drawings see BWC Drawing 11500 -Rev H A. Tower height = 80 ft B. Tower guy radius = 40 ft Arod = 1.23 sq. in. per leg Q�OFESS/o `4y C. Radial ice build-up = 0 in N G. c D. Vertical (leg) diameter = 1.25 in dia. (solid rod, ASTM A529 Grade 50 steel) c E. Lattice (horiz & diagonal) 0.625 in dia. (solid rod, ASTM A529 Grade 50 steel) 9-30-07 m F. End girls 0.75 in dia. (solid rod, ASTM A529 Grade 50 steel) W 179 70 ` G. Number of 10 ft sections 8 H. Height of upper guy level 71.5 ft Ixx = lyy = Moment of Inertia = Ix + Ad^2 = 0 + 2 x Arod x ( face /2 i^2 I. Height of second guy level 40 ft J. Face Width (c -c) 18 in Ixx = 198.80 in"4 OF GA��F K. Bay height (c -c) 19.4 in M. Radius of gyration = Rho 7.35 in Rho = sgrt (Ixx / A) L. Yield strength of tower leg steel 50,000 psi M. Yield strength of lattice steel 50,000 psi Wind Pressure P=CeCgQslw (per CBC/UBC 1620, 80 mph, exposure "D", 80 ft tower) Ce = 1.81.:: Table 16-G Combined height, exposure and gust factor coefficient Cq = 2.13 Table 167H Pressure coefficient, open frame triangular tower, cylindrical members (3.2 X 0.67) Qs = 16.4 psf Table 16-F Wind stagnation pressure at standard height of 33 ft Iw = 1.0 Table 16-K Wind importance factor - standard occupancy structure (Group U occupancy tower) P = 63.2 psf Wind load per square foot of projected area on one face of tower GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 1 / 9 Rr������� ,��'� �4, � .V LJ � � �� .y� � Pg y J�� ��� � � „ ,�� . ��('.t2t�*�/� Tower Projected Area (including radial ice) (one face) A. Vertical members 2.08 ft^2 per section Av = (1.25 + 0.5) x 2 x 120 / 144 B. Lattice members 1.45 ft^2 per section AL = {(0.625 + 0.5) x [5 x 16.75 + 6 x 23.8] + 2 x 1.5 x 16.75) / 144 C. Total projected area / face 3.53 ft^2 per section Tower Loads A. Wind load per foot 22.33 Ib / ft of tower Fw = P x Area per foot = P x Area per face / 10 B. Dead weight of tower (Assume steel weight = 485 Ib per cubic ft) 1. Verticals 124.00 Ib per 10 ft section Wv = 3 x pi x (1.25^2) x 10 x 485 /(4 x 144) 2. Lattice 58.52 Ib per 10 ft section WL = 3 x pi x 0.625^2 x (5 x 16.75 + 6 x 23.8) ' 485 /(4 x 144 x 12) 3. End Girts 21.16 Ib per 10 ft section WG = 6 x 1.5 x.5 x 16.75 x 485 / 12 / 144 4. Flanges 18.00 Ib per 10 ft section WF = 6 x 3 5. Weld Material 7.00 Ib per 10 ft section 6. Top Plate 74.00 Ib 7. Base Plate 47.00 Ib Weight of standard section = 240 Ib per 10 ft section Wsection=( Wv+WL+WG+WF+Wweid)x1.05 for galvanize C. Weight of ice on tower (Assume weight of ice = 0.032 Ib per cubic inch) 1. Verticals -0.00 Ib per 10 ft section Wiv = 3 x pi x (1.75^2 -1.25^2) x 120 x 0.032 / 4 2. Lattice 0.00 Ib per 10 ft section WiL = {3xpi/4x(1.125^2-0.625A2)x(5x16.75+6x23.8)+ +16.75x(2) +16.75x(2x1-1.5x0.5))x0:032 Weight of ice per section= 0.00 Ib per 10 ft section D Weight of Ice on Turbine 0 Ib E. Weight of cables and fittings 1. Upper guy cable 113 lb 2. Lower guy cable 31 Ib 3. Fittings & hrdwr ". 200 Ib ` Total cable & hardware weight = 344 Ib F. Total dead weight of 80' tower, turbine, ice and hardware = 3535 Ib GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 2 / 9 Guv Cable Loads Moment @ 71.5 (+) ft = 28392 ft -Ib Tension Moment @ 40 (+) ft = 1847 ft -Ib (Hardy -Cross formula) M = P x (upper - lower)12 / 12 Moment @ 40 (-) ft = 2977 ft -Ib (Hardy -Cross formula) M = P x lower^2 / 13 Moment distribution by Hardy -Cross method 6546 7501 1/2 Oft 40 40 ft 71.5 ft 228 323 0 9490 29.4 2977 1847 1847 28392 7812 . -565 565 26545 • i 283 0-13273 -283 -283 -66366636 283 3318 141 -141 -3318 -3318 -141 141 3318 28392 0 -42241-4224 Sum of moments @ 40 ft = Fw x (Height-Lower)^2 / 2 + Thrust x (Height+2-Lower) - Miower + + Furled Moment - (Upper -Lower) x Hupper =0 Horiz Guy Load @ 71.5 ft = Hupper = 3662 Ib Sum of moments @ 0 . ft = Fw x Height^2 / 2.+ Thrust x (Height+2) - Hupper * Upper + Furled Moment - Lower x Rower =0 Horiz Guy Load @ 40 ft = Rower = -228 Ib T x (cos(angle) = H Angle=Cable relative to ground F.S. = Nominal /Tension . Guv Cable Loads Station Angle Horiz Vert Tension Cable Dia Strength F.S. ft de Ib Ib lb inch Ib 72 61 3662 6546 7501 1/2 23,940 3.2 40 45 228 228 323 5/16 9490 29.4 Totals 3890 6775 7812 . GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 3 / 9 Shear and Moment in Tower Legs Stress -Mom = Mxc/I = M x (0.66 x face x cos(30)) / Ixx Stress -Comp = Compression / (Leg Area x 3) Stress-Shr = Shear / (Leg Area x 3) Station ft Moment ft-Ib Shear Ib Compression Ib stress-Shr si(psi) stress -Mom stress -comp (psi) Mom+Comp (psi) 80 5275 2200 1224 598 3309 332 3641 71.5 28392 2390 1449 649 17810 394 18203 71.5 28392 -1273 8109 346 17810 2203 20012 70 22898 -1239 8149 337 14364 2213 16577 60 11624 -1016 8414 276 7292 2285 9577 50 2583 -792 8679 215 1621 2357 3978 40 -4224 -569 8944 155 2650 2429 5079 40 -4224 -341 9203 93 2650 2500 5149 30 -6518 -118 9468 32 4089 2572 6660 24 -6822 16 9627 4 4279 2615 6894 20 -6578 106 9733 29 4127 2644 6770 10 -4406 329 9998 89 2764 2716 5479 0 0 552 10310 150 0 2800 2800 GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 4 / 9 Combined Compression and Bending in Tower (Ref: Roark, FORMULAS FOR STRESS AND STRAIN, 5th Ed., McGraw-Hill, Table 27, p416 and pp 434-435) At station 71.5_ combined bending and compression stress is highest At station 71.5 Stress due to axial compression = Sa = 2203 psi Maximum bending stress due to applied moments and/or transverse loads = Sb = 17810 psi Yield Stress = 50,000 psi. Radius of Gyration = 7.35 in L/Rho = 51.44 L/Rho for 30 ft span between guy levels Cc= 107 Constant for 50K yield strength steel Min. Fac. Safety = m = 1.83 Calculated for specific values of L/Rho and Cc Allowable unit load as concentrically loaded column = Fa = 24125 psi For L/Rho < Cc Allowable comp. Stress due to bending = 0.66 x yield = Fb = 33000 psi Safety Factor 1.5 relative to yield strength Factor for column use = Fe = 56311 l Variability factor = Cm = 0.85 Sa/Fa= 0.091 <0.15 Check (Sa / Fa) + (Sb / Fb) = 0.631 < 1 Therefore stress is acceptable. Check (Sa / 0.6Fy) + (Sb / Fb) = 0.613 <1 Therefore stress is acceptable at braced point. At station 24 combined bending and compression stress is highest for lower span. At station 24 L/Rho = 65.32 For lower span Min. Fac. Safety = m = 1.87 Calculated for specific values of L/Rho and Cc Allowable unit load as concentrically loaded column = Fa = 21789 psi For L/Rho < Cc Stress due to axial compression = Sa = 2615 psi Maximum bending stress due to applied moments and/or transverse loads = Sb = 4279 psi Sa/Fa= 0.120 <0.15 Check (Sa / Fa) + (Sb / Fb) = 0.250 < 1 Therefore stress is acceptable. Check (Sa / 0.6Fy) + (Sb / Fb) = 0.217 < 1 Therefore stress is acceptable at braced point. GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 5 / 9 Compression in Lattice Elements due to Shear (Assume fixed -free end fixity; use 0.8 x L for effective column length.) (See AISC Manual of Steel Construction - ASD - Table C -C2.1) Pcrit = Critical load in diagonal = Pi^2 x E x 1 / (0.8 x L) ^ 2 Ldiag = sgrt[ (18 - 1.25)^2 + (19.4 - 0.625)^2 ] = 25.2 in Pcrit = 5,474 Ib Assume max shear carried in one diagonal Pshear = Fshear * Ldiag / (Face - Diam) = 3,590 Ib F.S.diag = Pcht / Pshear = 1.52 Assume shear carried by one diagonal at 30 degree horizontal angle. Pshear = (Fshear / cos 30) * Diag / (Face - Diam) = 4145 Ib F.S.diag = Pcrit / Pshear = 1.32 Tension in Lattice Elements due to Shear For shear carried in tension by one diagonal at 30 degree horizontal angle Tensile Stress = Pshear / Area = 13,511 psi F.S.tensiie = Yield Strength / Tensile Stress = 3.70 GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 6 / 9 Bolt Strength at Top Joint (70 ft) Worst case: single upwind leg two downwind legs Shear force = 1239 Ib Bending moment at joint = 28,392 ft -Ib 1. 3 bolts per flange 2. 9 bolts per section joint 3. Bolts are 3/4"-10 A325 Yield strength = 92,000 psi Tensile strength = 120,000 psi Stress area = 0.334 sq in Summation of moments = 0 = Tower Bending Moment - (3 x Fbolt x 15.6) / 12) Summation of moments = 0 = 28,392 - (3 x Fbolt x 15.6) / 12) Fbolt = 7,280 Ib Bolt Tensile Stress = Bolt Force = 21,796 psi (Based on bolt working load.) Stress Area Bolt preload for 250 ft -Ib torque determined experimentally to be 10,490 Ib (Actual recommended torque is 205 ft -Ib for HDG hardware.) Assume tensile load in bolt is greater of Fbolt or preload. Bolt tensile stress = Preload = 31,407 psi (Based on bolt preload.) Stress Area Factor of safety (tensile) = Yield Strength / Tensile Stress = 2.93 (Based on bolt preload.) Tensile stress due to combined preload plus working load = 53,203 psi Factor of safety (based on combined preload and working load) = 1.73 Leg Area = 1.23 sq in Bolt Area = 3 x 0.334 = 1.00 sq in Leg Yield Strength = 50,000 psi Bolt Yield Strength = 92,000 psi Leg Strength = 61,359 Ib vs Bolt Strength = 92,184 Ib Bolt Strength > Leg Strength Bolt Shear Stress = Shear Force = 2,741 psi (Assume no friction, double shear, 2 bolts engaged.) Stress Area Factor of Safety (shear) = 33.56 GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 7 / 9 Turnbuckle and Equalizer Plate Retaining Bolts (All bolts are in double-shear since equalizer plates are used in pairs.) Anchor attachment bolts are A325 construction grade (yield strength = 92,000 psi) Main Equalizer Retaining Bolt Tumbuc.Ides___I_,.../ 3/4"-10 A325 HH Cap Screw Stress area = 0.334 sq in Turnbuckle Retaining Bolts 5/8"-11 A325 HH Cap Screws Stress area = 0.226 sq in Tumbuclde. Retaining BoB Allain Equalizer Plate. Retaining Bo@.`-- Anchor Rod Main Equalizer Plate Retaining Bolt (double shear) Vss = 0.75 x Ab x Sut = 23046 Ibx2 (double shear) = 46092 Ib Factor of Safety = Vss = 5.90 TotalGuy Tension Upper Turnbuckle Retaining Bolt (double shear) Vss = 0.75 x Ab x Sut = 15594 Ibx2 (double shear) = 31188 Ib Factor of Safety = Vss = 4.16 Upper Guy Tension Equaliser Plates,*(j* Grounding Connection GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 8 / 9 Bearinq Stress in Equalizer Plates (Plates are 0.25 inch A36 steel.) At main equalizer retaining bolt Bearing stress = Total guy tension = 20832 psi 2 x thickness x bolt dia F.S. = 36,000 = 1.73 20832 At upper turnbuckle retaining bolt Bearing stress = Upper guy tension = 24004 psi 2 x thickness x bolt dia F.S. = 36,000 = 1.50 24004 GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 9 / 9 ANALYSIS roil TOWER FOUNDATION IMPORTANT ROD EYE MUST BE ORIENTED - AS SHOWN GUY WIRE ANCHOR CONSTRUCTION 45° 1" DIAMETER x 10' FT - OVAL -EYE ANCHOR ROD =I I 1=1 I I— __7 _ IIElII=II REINFORCING BARS -III— I—III-I BOTH FACES I=III=I I 6' BOTH WAYS _ I -I MAXIMUM SPACING 12" IiiI I I� ANCHOR REINFORCING CAGE (USE #4 BARS) '- 1-1/2' ALIGN ANCHOR ROD WITH CENTER OF ANCHOR PAD I El I G1 I I I-� III=III El I El I I —T M, =T C3 x4.1 x12" 3' ANNEL CLAMPED 61 QgoFESSI®)J, NC NUTS N m M31794 X0 m OF GEY WINDPOWER CO. DRAWN BY DRAWN GL TOWER FOUNDATIONS MB / KC FOR BWC EXCEL TURBINE DATE DWG. NO. 18001 04-21-2004 FOUNDATION TOWER BASE PAD CONSTRUCTION LAYOUT f -- L ---� 0 TOWER 0 GUY WIRE BASE L ANCHOR PAD PAD 3/4" x 12" PIER PIN EMBED 9" TOP OF PAD MUST BE STRAIGHT AND #4 HORIZONTAL LEVEL WITHIN 1/8" GUY REINFORCING BARS RADIUS MAXIMUM SPACING 12" BOTH DIRECTIONS, T&B = D �- D -I I L -III -1 I I I I �- IMPORTANT ROD EYE MUST BE ORIENTED - AS SHOWN GUY WIRE ANCHOR CONSTRUCTION 45° 1" DIAMETER x 10' FT - OVAL -EYE ANCHOR ROD =I I 1=1 I I— __7 _ IIElII=II REINFORCING BARS -III— I—III-I BOTH FACES I=III=I I 6' BOTH WAYS _ I -I MAXIMUM SPACING 12" IiiI I I� ANCHOR REINFORCING CAGE (USE #4 BARS) '- 1-1/2' ALIGN ANCHOR ROD WITH CENTER OF ANCHOR PAD I El I G1 I I I-� III=III El I El I I —T M, =T C3 x4.1 x12" 3' ANNEL CLAMPED 61 QgoFESSI®)J, NC NUTS N m M31794 X0 m OF GEY WINDPOWER CO. DRAWN BY DRAWN GL TOWER FOUNDATIONS MB / KC FOR BWC EXCEL TURBINE DATE DWG. NO. 18001 04-21-2004 r � E �tCM � Foundation and Anchor Analysis for 80 ft GL18 Tower (Per CaBC 2001 / UBC 1997, Exposure "D", 80 mph Basic Wind Speed) Input Data See drawing 18000 for anchor and base pad details. Guy cable vertical load = 6775 Ib Guy cable horizontal load = 3890 Ib Total guy cable tension = 7812 Ib Vertical load at tower base = 10310 Ib Horizontal (shear) load at tower base = 552 Ib Assumptions Soil bearing strength = Bsoii = 1000 psf Soil specific weight = Ssoii = 100 pcf Concrete specific weight = Sconc = 150 pcf Minimum soil friction is assumed = 130 psf Q?,OF ESS/ON ��P �I H G. C ql F Al ��� h9� 2G, �; � 9 � M31 9 %1 � ^' �FCHAWGP�, TF OF C 22 -Mar -07 GL18-80 Tower Foundation Analysis (CBC2001, 80 mph basic, exposure D) page 1 / 6 1 1 Guy Anchors Note: Code allowance of one-third over -stress is NOT used, although load combinations with wind are used Anchor Hardware Anchor rod diameter = 1.00 in Anchor rod yield strength = 60,000 psi Depth to bottom of anchor block = Vertical capacity of anchor block Anchor block dimensions Width = Wanchor = Length = Lanchor = Thickness = Tanchor = 6.0 ft Depth of soil above anchor block =Dsoii = 3.0 6.0 1.5 4.5 Weight of concrete = 4050 Ib Wconcrete = Lanchor x Wanchor x Tanchor x Sconc Soil weight above concrete = Ssoii x {Lanchor x Wanchor + [Lanchor+ 2 x Moil / tan(60)] * [Wanchor + 2 x Dsoii / tan(60)]) / 2 x Moil Weight of soil = 24,697 Ib Total weight = Weight of Concrete + Weight of Soil Total Weight = 28,747 Ib Factor of Safety (vertical) = Total Weight / Vertical Guy Load Factor of Safety (vertical) = 4.24 (Table 18-1-, ft ft ft ft GL18-80 Tower Foundation Analysis (CBC2001, 80 mph basic, exposure D) page 2 / 6 Horizontal caoacity of anchor block Soil force on front of block = Ssoii x Average Depth x (Tanchor x Lanchor) Soil force on front of block = 4725 Ib Soil friction on sides and bottom of block = worst case friction x ( Lanchor + 2 x Tanchor ) x Wanchor Soil friction on sides and bottom of block = 3510 Ib ?< 0.5 x ( Weight of concrete + Soil column above concrete) ?< 0.5 x Wanchor x Lanchor x (Sconc x Tanchor + Dsoil x Ssoil) < 6075 (Table 18-1-A Note 6) Total Horizontal Resistance = (Soil force on front of block + Soil friction on sides and bottom) Total horizontal resistance 8235 Ib Factor of Safety (horizontal) = Total horizontal resistance / Horizontal guy load Factor of Safety (horizontal) = 2.12 GL18-80 Tower Foundation Analysis (CBC2001, 80 mph basic, exposure D) page 3 / 6 Shear -out for C -channel Anchor Plate (UBC/CBC Section 1923.3.2) 18" I ASSUMED BREAKAWAY SURFACE (114 OF ANCHOR BLOCK) 1 I 9 j CHANNEL C3 x 4.1 x 12' �LENGTN OF StIEAR UNE = SORT(18^2 + 9^2) = 20.12" 12 I� 1 ADD 20.12' DIA. CIRCLE, HALF AT EACH END OF THE 12" x 20.12" RECTANGLE. (12" IS THE LENGTH OF THE ,�,-ANCHOR CHANNEL.) THIS CIRCLE DOES NOT EXTEND OUTSIDE THE EXTENTS OF THE ANCHOR. 20.12" BLOCK. A=20.12x12+ Pi x(20.12)`2/4=559.3SO IN Ap = Projected pullout area = 559 sq in Pss = 0.9 x Aanch x Sut = 42,412 Ib (Use 60 ksi yield strength) Phi x Pc = 0.65 x 4 x Ap x sgrt(Sconc) = 72,719 Ib - Pss < (Phi x Pc); Pss controls anchor safety Factor of Safety (Anchor Pullout) = Anchor Pss 5.43 Guy Cable Tension Anchor Shear Plate Plate made from channel (C3 x 4.1 x 12") Projected area = 36 sq in Concrete bearing stress = Guy Cable Tension = Projected Area 217 psi (very low) GL18-80 Tower Foundation Analysis (CBC2001, 80 mph basic, exposure D) page 4 / 6 Tower Base Pier Pin 3/4" PIER PIN --SHEAR 8' (MIN) - "�I1-= -I 11-1 11-1 11=1 1I - Pin diameter = 0.75 in Embedment length = 8 in Shear in pin = Shear at Base = Area of Pin Concrete bearing stress = Shear at Base = Projected Area 1250 psi (very low) 92 psi (very low) GL18-80 Tower Foundation Analysis (CBC2001, 80 mph basic, exposure D) page 5 / 6 Base Pad Design HORIZONTAL #4 HORIZONTAL REINFORCING BARS GRADE 40 MAXIMUM SPACING 12" BOTH DIRECTIONS, T&B Weight of Concrete = L x L x D x 150 Ib Vertical load on pad = 10310 Ib For pad thickness = 1.5 ft VERTICAL L (SQUARE) (Dimensions in feet) 7 Factor of Safety = Soil Bearing Strength / Tower Vertical Load L Pressure Factor of Safety @ Soil Strength (psf) (ft) (psf) 1000 2000 3000 4000 3 1371 0.73 1.46 2.19 2.92 3.5 1067 0.94 1.88 2.81 3.75 5 637 1.57 3.14 4.71 6.28 6 511 1 1.96 3.91 5.87 7.82 Bold print shows required minimum size for soil strength shown in column heading (for 1.5 ft pad thickness). NOTE: Minimum pad size is 3 x 3 x 1.5 ft. NOTE: Pad must extend below maximum frost depth. GL18-80 Tower Foundation Analysis (CBC2001, 80 mph basic, exposure D) page 6 / 6 SEISMIC ANALYSIS of TOWER STRUCTURE Seismic Analysis of 80 ft Guyed -Lattice Tower with EXCEL Wind Turbine 22 -Mar -07 Analyzed according to CBC 2001/UBC 1997, Chap. 16, Division IV Assumptions and Parameter Assignments (use worst-case assignments in all cases) Description Symbol Value Comment Seismic Zone 4 Seismic Zone Factor Z 0.4 Table 16-1 Soil Profile Type Sd Table 16-J Occupancy Category Standard Occupancy Table 16-K Seismic Importance 1 1.0 Seismic Importance IP 1.0 Structure Type Non -building structure type 4 Table 16-P R 2.9 Table 16-P Wo 2.0 Table 16-P Seismic Coefficient Ca 0.7=0.44Na Table 16-Q Seismic Coefficient Cv 1.3=0.64Nv Table 16-R Near Source Factor Na 1.5 Type A, <2 km Table 16-R . Near Source Factor Nv 2.0 Type A, <2 km Table 16-S Turbine Horizontal Force Factors Element type 3.0 Equipment braced below center of mass ap 2.5 Table 16-0 Rp 3.0 Table 16-0 Q�OF ESS/0 �0 �IHG.c WVI317p / ;Ucc OF C GL18-80 Seismic Analysis (CBC2001, 80 mph basic, exposure D) page 1/2 U 1 U Design Base Shear (Section 1630.2.1) Ct = Constant = 0.02 V=(Cv x I xW) / (R x T) where T = Ct x (hn)^(3/4) and W = Total dead weight = 3535 Ib hn = Tower Height = 80 ft T = 0.535 sec Period for tower / turbine V= 2917 Ib Check:. Vmax = 2.5 x Ca x I x W/ R Vmax = 2012 Therefore V = 2012 Ib Check - in Zone 4 Vmin = 0.8 x Z x Nv x I x W / R = 780 Ib Therefore V = 2012 Ib Design Base Shear Vertical Distribution of Force (Section1630.5) V = Ft + su and Fx = (V - Ft) * Wx * hx / sum(Wi * hi) Ft = 0.07 x T x V =Concentrated force at top of structure (in addition to Fn) Ft = 0 Ib (UBC 1630.5 allows Ft = 0 for structures with T < 0.7) Note: Level hi (ft) Weight Wi (lb) hi * Wi (ft -Ib) Fx (lb) Sum (Fx+Ft) (lb) 80 1150 92000 261 261 70 1677 117402 333 .594 60 1917 115036.9 326 920 50 2157 107869.6 306 1226 40 2528 101121.9 287 1513 30 2768 83044.76 236 1749 20 3008 60165.37 171 1919 10 3248 32483.79 92 2012 0 3535 0 0 2012 SUM 1709124.31 Seismic shear forces are less than design wind loads. Wind load design predominates over seismic load design. Wind Shear (lb) 2200 2390 1016 792 341 118 106 329 552 (Wind load) / (Seismic load) = 1.19 = max wind shear / base shear GL18-80 Seismic Analysis (CBC2001, 80 mph basic, exposure D) page 2/2 ' BWC EXCEL Series 22 -Mar -07 Packing List, HKGL18-80, Guyed Lattice Tower, 80 ft rShipped to: Item BWC Part No. Description Qty No. Packed USAGE 1 Excel -GL Installation Manual 1 Read First 2 11500-1 Standard Tower Section 6 Section 3 11500-2 Base Tower Section 1 Section 4 11500-3 Top Tower Section 1 Guyed Section 5 HC0017 3/4" x 12 Pier Pin 1 Base 6 HMD001 1" x 10' Anchor Rod, Oval Eye 3 Anchor 7 11414 Plate, Anchor Rod 3 Anchor 8 HND001 1"- 8 Hex Nut, Galv. 6 Anchor 9 HBB028 3/4" - 10 x 3 1/4" Bolt, A325 9 Guy Tab Joints 10 HNB014 3/4" - 10 Pin -Loc Nut, A563 9 Guy Tab Joints 11 HBB026 3/4" -10 x 2 3/4" Bolt, A325 57 Join Sections 12 HBB024 3/4"-10 x 2 1/2" Bolt, A325 6 Attach Turbine 13 HWB001 3/4" USS Flat Washer, ZPS As Needed 6 Attach Turbine 14 HN13011 3/4" - 10 Hex Nut, A325 66 Attach/Join 15 HNB008 3/4" Pal Nut 66 Attach/Join 16 HM9001 1/2" - 9/16" Thimble, HD 3 Guys - 3/4" TB's 17 HM6002 3/8" Thimble, HD 3 Guys - 1/2" TB's 18 HO8001-103 1/2" x 103 ft Galv. Wire Rope/Shackle Assy. 3 Upper Guys 19 HO5001-78 5/16" x 78 ft. Galv. Wire Rope/Tab Assy. 3 Lower Guys 20 HM8005 1/2" Double GripClip9 Upper Guys 21 HM5005 5/16" Double GripClip6 Lower Guys 22 HMB004 3/4" x 12", E&J Turnbuckle 3 Upper Guys 23 HM8006 1/2" x 9", E&J Turnbuckle 3 Lower Guys 24 11114 Equalizer Plate, 3 -Hole 6 Guys 25 HBB025 3/4" - 10 x 3" Bolt, A325 3 Equalizer Plates 26 HBA008 5/8"- 11 x 2 3/4" Bolt, A325 6 Equalizer Plates 27 HNA008 5/8"- 11 Hex Nut, A325 6 Equalizer Plates 28 HNA004 5/8" Pal Nut 6 Equalizer Plates 29 HM5004 5/16" Malleable Clip6 Safe Wires 30 HO3002-80 3/16" x 80 ft SS Furl Cable/Swivel Ass 1 31 HA0001 FurlingWinch 1 --Furling Furling 32 HM3001 3/16" Thimble, ZPS 1 Furling 33 HM3002 3/16" Malleable Clip, ZPS 2 Furling 34 HB6002 3/8"- 16 x 1" Bolt, G5, ZPS 3 Furling Winch 35 HN6003 3/8"- 16 Hex Nylon Lock Nut, ZPS 3 Furling Winch 36 HW6003 3/8" USS Flat Washer 6 Furling Winch 37 HM0008 5/8" x 8' Grounding Rod 4 Grounding 38 HM0042 Tower & Rod Groundinq Clamp 8 Grounding ---------------- I I I I I I I CONSUMER'S ( BREAKER ENCLOSURE 3-PHASE ASYNCHRONOUS POWER 1 TO UTILITY SYSTEM SERVICE ENTRANCE DISCONNECT SWITCH EXISTING kWH METER OPTIONAL kWH METER (FOR DIRECTIONAL METERING) -------------------- TO CONSUMER'S LOADS ' I I 60 AMP 10 THERMAL BREAKER -------------------J OPTIONAL CONSUMER'S kWH METER FOR SYSTEM OUTPUT --------------------- SOLID STATE ' CONTACTOR I I I INVERTER 1 2 3 4 5 SYSTEM nnnn JRECTIFIER / INPUT POWER I CONTROLLER I I LINE ACTUATED ' INPUT CONTACTOR I -------------------J O ACCESSIBLE DISCONNECT SWITCH G WIND TURBINE DEVICE ACTIVATES NUMBER --- I 240 VAC, 60 HZ 1 AC LINE LOSS DETECTION SINGLE PHASE 2 C POWER I I 3 UNDER / OVER FREQUENCY DETECTION I I I 4 AC DISTORTION DETECTION I DC POWER I I 5 AC UNDERVOLTAGE DETECTION I I I 1 6 r, L 1 7 INPUT OVERVOLTAGE DETECTION j GRIDTEK S POWER LIMIT CONTROL I INVERTER 9 GROUND FAULT DETECTION 'L -ENCLOSURE ----------- 10 --- 3-PHASE ASYNCHRONOUS POWER 1 TO UTILITY SYSTEM SERVICE ENTRANCE DISCONNECT SWITCH EXISTING kWH METER OPTIONAL kWH METER (FOR DIRECTIONAL METERING) -------------------- TO CONSUMER'S LOADS ' I I 60 AMP 10 THERMAL BREAKER -------------------J OPTIONAL CONSUMER'S kWH METER FOR SYSTEM OUTPUT --------------------- SOLID STATE ' CONTACTOR I I I INVERTER 1 2 3 4 5 SYSTEM nnnn JRECTIFIER / INPUT POWER I CONTROLLER I I LINE ACTUATED ' INPUT CONTACTOR I -------------------J O ACCESSIBLE DISCONNECT SWITCH G WIND TURBINE DEVICE ACTIVATES NUMBER FUNCTION DEVICES 1 AC LINE LOSS DETECTION A,B,C,D 2 SYNCHRONIZATION CONTROL C 3 UNDER / OVER FREQUENCY DETECTION B,C,D 4 AC DISTORTION DETECTION B,C,D 5 AC UNDERVOLTAGE DETECTION B,C,D 6 OVERCURRENT DETECTION B,C,D 7 INPUT OVERVOLTAGE DETECTION B,C S POWER LIMIT CONTROL B 9 GROUND FAULT DETECTION B,C,D 10 AC OVERCURRENT DETECTION E SINGLE -LINE DIAGRAM OF BWC EXCEL -S ELECTRICAL SYSTEM TiGZeZ$:r1 MAIN (3) / cu BREAKER 2—POLE 60A ELECTRICAL SERVICE ENTRANCE do LOAD CENTER T—m—flycu 3)—� au mart amlrt NOTES IV 24 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. OPTIONAL ,PROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING -ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS -TERMINALS ON BOTH THE LINE AND THE LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION. ,LABEL BREAKER "WIND ELECTRIC POWER SOURCE" PER NEC 705-10. AND "BREAKERS ARE BACKFED" PER NEC690-64(b)5. 4Q. GRIDTEK UL LISTED WITH OVER -VOLTAGE, UNDER -VOLTAGE OVER -FREQUENCY, UNDER -FREQUENCY PROTECTION AND TRIP. WIND TURBINE TOWER SAFETY DICONNECT #1 3 POLE, 600V, BOA SQUARE D PART #H362RB EXCEL—S, 10kW WIND TURBINE 600V. OUTPUT OPTIONAL WIND—TURBINE SAFETY DISCONNECT /�2 © 3 POLE, 600V, 6 A. UTILITY DISCONNECT SWITCH CUSTOMER 240V -- — — ----� — -- J DISTRIBUTION SYSTEM ,OUTDOORS TiGZeZ$:r1 MAIN (3) / cu BREAKER 2—POLE 60A ELECTRICAL SERVICE ENTRANCE do LOAD CENTER T—m—flycu 3)—� au mart amlrt NOTES IV 24 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. OPTIONAL ,PROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING -ELECTRIC SHOCK HAZARD - DO NOT TOUCH TERMINALS -TERMINALS ON BOTH THE LINE AND THE LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION. ,LABEL BREAKER "WIND ELECTRIC POWER SOURCE" PER NEC 705-10. AND "BREAKERS ARE BACKFED" PER NEC690-64(b)5. 4Q. GRIDTEK UL LISTED WITH OVER -VOLTAGE, UNDER -VOLTAGE OVER -FREQUENCY, UNDER -FREQUENCY PROTECTION AND TRIP. BWC EXCEL Wire & Conduit Size Recommendations To calculate MINIMUM Area in Circular Mills (Amin) (Use for longer runs): Amin=(KxlxL)/Vd Where: L = length in feet of 3-phase wire run (multiply by 2 for single-phase runs) Use K = 10.7 for copper I = 32 for Excel -S & Excel -S -R/48 = 45 for Excel -R/120 = 52 for Excel -R/120-48 = 28 for Excel -PD Vd = 5.5 for Excel -S & Excel -S -R/48 = 2.5 for Excel -R/120 = 3.3 for Excel -R/48 = 5.0 for Excel -PD Wire Size (AWG) Maximum Fuse Wire Run Length, Including Tower Height 3 52,600 3 -Phase Size, 30m 60m 90m 120m 150m 200m Turbine Model AC Amps Amps 100 ft 200 ft 300 ft 400 ft 500 ft 600 ft BWC EXCEL -S 34 35 #6 AWG #6 AWG #6 AWG #4 AWG #4 AWG #4 AWG 240 VAC, 10 13.3 mm2 13.3 mm2 13.3 mm2 21.2 mm2 21.2 mm2 21.2 mm2 BWC EXCEL -S -R/48 34 35 #6 AWG #6 AWG #6 AWG #4 AWG #4 AWG #4 AWG 240-48 VDC Step -Down 13.3 mm2 13.3 mm2 13.3 mm2 21.2 mm2 21.2 mm2 21.2 mm2 BWC EXCEL -R/120 47 60 #6 AWG #4 AWG #2 AWG 1 AWG 1/0 AWG 2/0 AWG 120 VDC 13.3 mm2 21.2 mm2 33.6 mm2 42.4 mm2 55.3 mm2 67.5 mm2 BWC EXCEL -R/48. 54 60 #6 AWG #4 AWG #3 AWG 1 AWG 1 AWG 1/0 AWG 12048 VDC Step -Down 13.3 mm2 1 21.2 mm2 1 26.7 mm2 1 42.4 mm2 42.4 mm2 55.3 mm BWC EXCEL -PD 30 None #6 AWG #6 AWG #4 AWG #2 AWG #2 AWG 1/0 AWG Variable Voltage 13.3 mm2 13.3 mm2 21.2 mm2 33.6 mm2 33.6 mm2 55.3 mm2 To calculate MINIMUM Area in Circular Mills (Amin) (Use for longer runs): Amin=(KxlxL)/Vd Where: L = length in feet of 3-phase wire run (multiply by 2 for single-phase runs) Use K = 10.7 for copper I = 32 for Excel -S & Excel -S -R/48 = 45 for Excel -R/120 = 52 for Excel -R/120-48 = 28 for Excel -PD Vd = 5.5 for Excel -S & Excel -S -R/48 = 2.5 for Excel -R/120 = 3.3 for Excel -R/48 = 5.0 for Excel -PD Wire Size (AWG) Circ. Mils (solid wire) 6 26,300 4 41,700 3 52,600 2 66,400 1 83,700 1/0 106,000 2/0 133,000 3/0 168,000 4/0 212,000 Recommended Conduit Size (includes #8 bond wire and no more than two 90 degree bends in the conduit strin4) Wiring PVC Con - duit Size 3 x #6 1 1/2" 3 x #4 1 1/2" 3 x #2 1 1/2" 3x1/0 2" 3x2/0 2" Last revision: 13 -Sep -05 NOTES: 1. Wire sizes will allow no more than a 10% loss at rated power. 2. Never use wire smaller then #6 AWG. N 6x19 Svle Bridon American Corporation 6 x 19 Classification 6x21 Filler Wire 6x25 Filler Wire 6x26 Warrington Seale Resistant to abrasion and Less abrasion resistance; more Most flexible rope in classift- Good balance of abrasion and crushing; medium fatigue bending fatigue resistance cation; test balance of abra- fatigue resistance Nominal Stren resistance %j/jicalApp/fcalions cion and fatigue resistance Ty1ica1Applicatirnrs Diameter, %j:picrrl �1p/a(icatirms Pull Roles, load lines. back- Tppi"d Applications /loom hoists, logging and tub - Haulage role, chcykcr rope, haul rope ti draglines; Most widely cased of all wire ing lines In. rotar% drilling line b _ Rhrr curt Ai6iv i;" m pe - rrines hoists, slip IWRC shcJwn ftbtr corZ"_......__ fiber Core IWRC shown: fiber core IWRC; a%,ailahlc hoists haulil c mooring lines available - available conveyors, etc. SWRC shown: fiber core mailable 6 x 19 Classification ropes provide an excellent balance between fatigue and wear resistance.They give excellent ser- vice with sheaves and dnlms of moderate si7e.6 x 19 Classification ropes contain 6 strands with 0 through 26 wires per strand, no more than 12 of which are outside wires. • Acceptance strenynh is not Ics> than 2 1/2% txlow the nominal simigtha listed tC-Nanizing For CLW A galvanized wire rope (ElP and IPS gn uics ono, deduct 10% from the nominal strength shown ... .._..................... WARNING- Am• warranties. expressed or implied, concerning the use of this product apply only- to the nominal strength of new, unused wire rope. All equiptm•ut using this product must he properly uud and tnainninod. Vire rope must hr properly glomi, handled, uu,f and maintained. hlou impornndy. wire rope mum he regularly inspected Juring usr. Danng�rr atxtx or improper maintenance can cane rope Failure. Consult the Altil dire Rope- Users-'tanu9. AS11h or ANSI Staralmuk, hrfure usage. Rei e rope removal criteria arc based on the use of steel slsaaves. ifsynthvic sheaves arc uuA. consult the sheave equipnrrot manufacturer. WARNINGI United Rigging CKOW':Aw _... _ _ _...._ 6. x.. 19.Classiflcatlon Ro _.._____.. Nominal Stren • Tons (Bright or Drawn Galvanized Approximate WK. tb. Diameter, EEIP EIP fps In. IWRC Flber Core IWRC fiber Core IWRC Fiber Core [WRC Fiber Core 114 - - 3.40 3.02 2.94 2.74 0.116 0.105 5/16 - - 5.27 4.69 4.58 4.26 0.18 0.164 3/8 - - 7.55 6.71 6.56 6.10 0.26 0.236 7/16 11.2 9.90 10.2 9.09 8.89 8.27 0.35 0.32 112 14.6 12.9 13.3 11.8 11.5 10.7 0.46 0.42 9116 18.5 16.2 __ '16:8_..... _ ...14:9 .. .. .-14:5....... ... _.13.5 0.59 0.53_ ._. 5/8 22.7 20.0 20.6 18.3 17.9 16.7 0.72 0.66 3/4 32.4 28.6 29.4 26.2 25.6 23.8 1.04 0.95 7/8 43.8 38.6 39.8 35.4 34.6 322 1.42 1.29 1 57.5 50.0 51.7 46.0 - -44.9 41:8 1.85 1.68 ' 11/8 71.5 63.0 65,0 57.9 56.5 52.6 2.34 2.13 11/4 87.9 77.5 79.9 71.0 69.4 64.6 2.89 2.63 1318 106.0 93.0 96.0 85.4 83.5 77.7 3.50 3.18 .111/2 125,00 _ 111.0.__......... _._..._] 14.1). __..._. __..1.0.1..0 ..._ ..._..__.__98.9....__.._____..92.0-..__._.____ 4.16 15/8 145.0 129.0 132.0 118.0 115.0 107.0 4.88 4.44 1314 168.0 149.0 153.0 136.0 133.0 124.0 5.67 5.15 1718 191.0 169.0 174.0 155.0 152.0 141.0 6.50 5.91 2 218.0 192.0 198.0 176.0 21/8 - - ' - 221.0 197.0 . __..._.... 192A 179.0 ... __.._ 8.35 ._..__.__._..._....__._._�... 7.59 21/4 - - 247.0 220.0 215.0 200.0 9.36 8.51 23/8 - - 274.0 244.0 239.0 222.0 10.4 9.48 21/2 - - 302.0 269.0 262.0 244.0 11.6 10.5 25!8 - - ---=-M.0-269-.O- '12.8- 11.6 `331.17- 23/4 - 361.0 314.0 292.0 14.0 12.7 • Acceptance strenynh is not Ics> than 2 1/2% txlow the nominal simigtha listed tC-Nanizing For CLW A galvanized wire rope (ElP and IPS gn uics ono, deduct 10% from the nominal strength shown ... .._..................... WARNING- Am• warranties. expressed or implied, concerning the use of this product apply only- to the nominal strength of new, unused wire rope. All equiptm•ut using this product must he properly uud and tnainninod. Vire rope must hr properly glomi, handled, uu,f and maintained. hlou impornndy. wire rope mum he regularly inspected Juring usr. Danng�rr atxtx or improper maintenance can cane rope Failure. Consult the Altil dire Rope- Users-'tanu9. AS11h or ANSI Staralmuk, hrfure usage. Rei e rope removal criteria arc based on the use of steel slsaaves. ifsynthvic sheaves arc uuA. consult the sheave equipnrrot manufacturer. WARNINGI United Rigging CKOW':Aw t 1 � ` t roc lisp gatvanlzea steel. • End fittings are Quenched and Tempered, bodies heat treated by normalizing. • 'Turnbuckle eyes are forged and elongated, by design, to maximize easy attachment in system and minimize stress in ' the eye. For turnbuckle sizes 1/4" through 2 1/2", a shackle one size smaller can be reeved through eye. • Forged jaw ends are fitted with bolts and nuts for 1/4" through 5/8", and pins and cotters on 3/4" through 2 3/4" sizes. • Modified UNJ thread for improved fatigue properties. '• TURNBUCKLES RECOMMENDED FOR STRAIGHT OR IN-LINE PULL ONLY. • Lock Nuts available for all sizes. Meets the performance requirements of Federal Specifications FF-T-791b,Type 1, Form 1 -CLASS 8, except for those provisions required of the contractor. Thraed-.' Stock ,. 1M 6 tiled Wim;- .. obnortslons (111 . . &Tom > `-: Yom _ tbnn• t EA* A IS E J Y M R S: x up 0M) frw. ps.1 " (ey Ctnfed = open C1oae0 open . Closed :; Closed ee? 1/4 x 4. ... 1031Bn. .. _ 500 4 4 44 .. .30_. 25. _- ...41....., _ 1.58......,82; :. 11.35.:.::..: 7.u.:: 12.07;i::.:..8A7. •.:. ; , .78x'- .- 3�.:: � :..:..__ 4.Bo. . 5116 x 41/2 1031895 800 .50 .31 .47 1.98 .87 13.71 8.71 14.01 8.51 .94 .44 2.09 4.50 .�.: . 1/8x6 ..: •. 1031911.x; _.. 12007,.;: .BO..:..38:;50.: ....:.� .;.. ,_. 44,44..:. 2.12:..,: .,.: ,87c:-,. __ ;.,_.:. .. teal';:`..:::1091_'i': 17.77';;:;,x.11.77;-,.;:. -.% 1.1z. .::.53:;?.:. - .. _. 12 x 6 1031939 2200 1.51 .50 .63 2.75 1.06 1829 1229 19.48 13.48 1.44 .72 3.23 6.00 . 12x9'..:..':.. _.- 1031957:...... ... 2200 ... 1.71:. . -. - 501 .63=-.:. 275 - - :.." _:..: 1 OB"',' 24,29 1529_.`_ ..;,. _ 25.48 '_.' ..�... 18.48J .:.1.44 ''- v.. .72'.L923-.: ::. _. 9.00.`:. 112 x 12 1031975 2200 2.08 .50 .63 2.75 1.06 30.29 18.29 31.48 19.48 1.44 .72 3.23 12.00 . ... . 518x0: 1031893. 3500:..... 2.35...:--.- 3.50 - 131:.: 19.74.:.: 4,444 13.74 :; 2128,..;,:. 1528..,... - 4444. 1.75'__x..88•,-,;:.. :. � .. 4444-- 4444 3.90,-_._ 6.00: .- .63..;;...75 "f 518 X9 1032019 3500 3.17 .63 .75 3.50 1.31 25.74 16.74 27.28 1828 1.75 .88 3.90 9.00 -. 518x12:. <. ' 1032037...' _ 3500:..._ -44 3bf.. -. .: ......... .� `.63:.:''..75`7:E .. _:... .:. 4444: •, �__, 35p:'::;.1:31 _... __._ :._. _... ... 3174.:-...19.74:....33.28:.:. 44__44 .. s.. _. 444_4. 212B�-:.':1.75`: 44:44. _. .. _.. .BB ":�': 3.9D'�;, �•:�::.: .._ 1200'' _._. 314 x 8 1032055 52DD 4.00 .75 .94 _.. 4.18 ., 1.50 � 21.19 15.19 .,. 23.11 17.11 2.09 . 1.00 4.444. 4.69...'.. 4.69 .. 8.00 314x9 -.. - ... ., 1032073. „�..„ 5200...._ �. 4.75.'. _ .75,:. ... ..96..:'.` :. ,. 4.18 ,-: .. 4444 1.504;. _ _. . 27.19;.:.18.19::. 4444. _.. 29.11,.:.:.: 20.11. 2.09.,;,' ,,.. .. 1.00' -.:..4.69,'-':.,:„9.00_: ..,_. ..,., .:.,...- . 3/4 x 12 1032091 5200 5.93 .75 .94 4.18 1.50 33.19 21.19 35.11 23.11 2.09 1.00 4.69 1200 314x18..:'_ 1D3211T �.. 5200:. i:'."_: 7.00. JS:,,. .84..;., 4.18:,::. 1.50.;.:: 45.18.':', 27.19x: 47.11:.1. 29.11:/.';.2.09:.:. 1.00e::i:4.fi9:.'`.,_. . _ 718 x 12 1032135 7200 8.35 .88 1.13 4.85 1.75 34.34 22.34 36.57 24.57 2.38 1.25 5.10 12.00 - 7/8x/8,,,...:,1032153:..._,. 7200:. 4.444,. ._, .. 975 ..._ ... ,.. �; '.... 1.13,...... 4 -BS 175..._. 48.34:...: ..:._ . .. ._. 28.34 }; 48ST _. - . 30.51 -., : 238j _:. .. :125:'_: .5.10 - .. - 1800: .. 1 x 6 1032171 10000 8.92 1.00 1.19 5.53 2.06 24.34 18.34 26.89 20.89 3.00 1.44 6.36 6.00 ., tx12.;.r-{:;' .. tm:.. .. 1032199_ 10000.: ::..y.. 1120:` , 1.00j�..•1.18::.•. .. :... ': 5.53;:;;.. . ::..; 2.06::.. ,..._,: 96.947j;.=.. Z4:34;".. _, .. 4444 SB.89.::";'.:..28.89':1':: .. .. :.. .. 3.00[:._'..1.44-:-. BSB.:_'_i:.i. 12.0[1: � � 1 x 18 1032215 10000 13.30 1.00 1.19 5.53 2.06 48.34 30.34 50.89 32.89 3.00 1.44 6.36 18.00 _ I x24:.°°:: 10�e. 10[1110,: - : .: 17d0::'�: _::. .__.. .0 t.00;�1` -44_44. 1.18'.::-" ...,__" 559,::;..:[- 2A8:::'',80.34:.->=.3834 _.--_.. .. �: 14289".:•'�;- _..,. 340(1+.:.. 1.44j_; :. �: 038-;c' 24.00 1 114 x 12 1032251 15200 19.42 125 1.75 7.21 2-81 38.82 26.82 42.05 30.05 3.56 1.81 7.72 12.00 . 1114x18..•._1032279'.1 15200:•.x: 24.18`..125`` 1.75>.4.721%:'.`•291:,.,_.SOB2,; .3282.:.5405:-, 38.0F" i.._:'.3S8 _...191 ._._.7.7216.00. 1 1/4 x 24 1032297 15200 28.50 1.25 1.75 7.21 2.81 62.82 38.82 68.05 42.05 3.56 1.81 7.72 24.00 �.. 112 x,12;._,<. 1842313_}; _': 214W' Z8.99 2899_,`::. 1.50:: 206�.':':.'i..: Z88": :;'.. 29/y� 40.50>.^;"�' 79.SOgt;.i.'u.26r�i;;. ,;., 3225-:_.:_ ., 4.08.:};:.,2.12x;..;, �. 8926:�_t[i12.00 1 12 x 18 1032331 21400 35.00 1.50 2.06 7.88 2.81 52.50. 34.50 56.25 38.25 4.06 2.12 8.62 18.00 . . 112x24'.:;',..10323.59....... 21400.:-.:, :'_.::�. 3918 ,-?.1.50:, : j.. .. 2.06`j.•::_.... 44_44.. ..._:•�. 7.86,--�2.8J; -.." 4:44:4 -:. 8450 r,;40.50.=) _: 68 25 4425;<�... 4.06: .212a...:_: 8.82; 1 314 x 18 1032395 28000 53.75 1.75 2.38 9.40 3.38 55.38 37.38 59.78 41.78 4.62 2.38 10.00 18.00 .. 1 314 x 2 1032411-.`. r :.. 28000" 60.68 `-i'C - 175 ; � 238. .' -9.40..- - ...-r.:.. .11.86 3.30" .._.:: 87.36`:- -4338' -'..71.78'• % 47 78 - 4.09!"T" 2.38 . ' :.. .. ..- 10.00'°i:' 24.00" f 2 x 24 1032439 37000 89.00 2.00 2.50, 3.69 72.62 48.62 77.95 53.95 5.75 2.69 13.09 24.00 .: 212x24 F'.:..:,. 1032457:::. ......... ': 60000: :,.p, 150.00."... .. _:;•�: .•c:... '250x;::. 288::: 4444 4444 4_4.44. C5;. 13.58!'��.�..� ._. _.. 4.d4',":. ........ Sl.a�r':-';`�'_ ..__ _.. 82.49:;;.'x. 58.40:. >::. 8.50.,.:.. Al2:::;::i_ 44_44_. ._ 13.78x;::;:,; 24.00 2 314 x 24 1032475 75000 183.00 2.75 3.50 15.22 4.19 77.86 53.98 85.50 61.50 7.00 3.25 15.22 24.00 ' • Proof Load is 2.5 tithes the Working Load limit. Ultimate Load is 5 times Working Load Limit. Cr., t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds r ' PROJECT INFORMATION Site Address: 227 GOOD VIEW DR Owner: Permit No: B07-1533 APN: 041-080-107 BRUTSMAN,•A & C TRUST Permit type: MISCELLANEOUS C/O BRUTSMAN ALYNN ALLISI Issued Date: 07/16/2007 By KCG Subtype: Electrical PARADISE, CA 95967 Expiration Date: 07/15/2008 Description: NEW ELECTRICAL PANEL & LINI (530) 342-1183 Occupancy: • Zoning: U SH Contractor Applicant: Square Footage: ALYNN ALLISON BRUTSMAI Building Garage Remdl/Addn f DBE Single Phase Service-Resid PO BOX 2073 PARADISE, CA 95967 (530)342-1183 FEE INFORMATION , $58.00 LICENSED -CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires 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. X 07/16/2007 Contractor's Signature Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I 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 WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Other Porch/Patio Total j t Fees Paid: $58.00 Balance Due: $0.00 Receipt No: ' B3897 OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed ' pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]; Please check one of the following: 1, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section nee not be completed if the permit is oror onhundred dollars ($100) or less.) I AM EXEMPT under Section B. & P.C. for this reason:_ j�j1 I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS El L�pl ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' 07/16/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.. 157 net's ature Date X 07/16/2007 Signature Date WARNING: WURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY - I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State , Zip I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Co to r the above mentioned property for inspection purposes. I hereby certify that I am the opeh1y,pVeftVm authorized to act on the property owner's behalf. A /u n r/1 j3 r UT__(M e A 07/16/2007 Owner 0 Contractor OR. DAgent for Owner Agent for Contractor FILE COPY , BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION. OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: w. rw.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name �. vtS MCL First Name A) Mailing Address O Z 0 x 20 7-3 City p0• r__ t S �— State CA Zip 9 S-9 0 I Phone 3 Fax E-mail APPLICANT INFORMATION CONTRACTOR Name City Address Zip City Fax State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANTSIGNATURE X PERMIT NO. 8Cq-1533 BIN # PROJECT LOCATION AP# h 0 1 Property Address 22-7 � OCA City� ar9-S-96-9 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: t7 v1 G I -eC.'f c I b o x Y1e L j e-- -ec-T s- 1 co,, I ));x -e- %U tAJ Sq FT- Living Garage ..Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. "Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 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 government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact 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 thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. 1 PERSONALLY PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (YES R NO) 2. I (HAV HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. 1 PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: NEW ELECTRICAL PANEL & LINE Reference Number: B07-1533 Applicant Name: ALYNN ALLISON BRUTSMAN Owner's Name: BRUTSMAN, A C RUST AP # Signature of Property Owner: Date: �3 :041-080-107 07 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0722 Date: 04/06/2007 Location: 227 GOOD VIEW DR Parcel Number: 041-080-107 Owner Name: BRUTSMAN, ALYNN Phone: Description: 10KW GRID TIED WIND TURBINE Signature of Property Owner: APPLICANT Date: 04/06/2007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name/� U First a e Mailing Address , City s'Ad i State Zip �6 Phone Fax E-mail APPLICANT INFORMATION CONTRACTOR Name 54- G%a&_ 6-)�*,-4- Address Z 5 3 C�) Pei r 14 t/ Cityf f c v State GG Zip Phone E-mail Phone Fax Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City p I - G Address Zip 05-1 7 City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name 5; o 7— S Address 2 3 ro0f 90t y'k- r -V e City p I - G State / : Zip 05-1 7 Phone Fax E-mail C U-7— ® PP /CAqVT SIGNATURE X D' T PERMIT NO. BIN # PROJECT LOCATION A 10-7 Property Address ;;?,- 7 Cs70dci Uf�c.d City ooz, Q Q WORKER'S COMPENSATION Policy Number 6,Ov 713 OIL0416_ 6 S Carrier S wre- 7✓,e If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ` Zoning Flood Zone SRA I Yes I No Occ. Type Const. 5C(�, qe-- LiD ,ertif cate of Compliance: Residential Climate Zone 11 G K A roject Tltle .Q %: ^ .. . . Zg &-Ckab (/l I E K%Vp Build_inPtamit ori •ojectAddress C14*, C3eaed B y /Due Teicv hone Rnfort a ntertt A zmcv Use on1v II,DING DATA Glass Area % G U Noah 2-6 1./ :onditioned Floor Area ��% Number of Stories 2 East S7•5 2.6. ;labFloor Number of .Units �— South / 7 —� •( ..Single Family Detached ( [ ] Addition Alone West ] Single Family Attached (SFA) [ ] Existing Building' Skylight O O ] Multi -Family (M) [ ] Existing -Plus -Addition Total 301.5 3UMDING SHELL U\SULATION -otnponent Iasulation Location/eamments R -Value (at ic, to g=ge, =nit-?- etc.) Nall .............. :Voll .............. 2.7 hoof ............. `R=3a 7-1 G. roof ............. Floor ............. RRAASK- Loo Floor ............. Slab Edge..... -�- G LA Z IN G Shading Devices Ol2rirg • Area Glass Type Interior Exterior Overhang Framing Type Orientabon (S (sine double) (rolls blind, etc.) (shadescrem etc.) ( wino) (metaltwood) Nor -,-`t ( 23 M9L 10A fit, Last ( ) Soulr`i 7 WuttE R! West (✓}� '� West ( ) Skylight....... O THERMAL MASS Type/Covering Area Thickness (slab/exposed. tile, etc.) (sf) (inches) Locadon/Descriotion (kitchen. bath etc.) HVAC SYSTEMS bfi,Lmum Duct Type (fumace, air Efficiency Location Duct . - Output .. Manufacturer / Model # conditions, hest vumo) (SE, SEER.HS1`17 (attic, etc.) R -Value ('Btuh) (or approved a Nal) �. t . r s Maximurn Furnace Heating Output: Btuh HOT WATER SYSTEMS .Tank- Manufac,,urer/Model# System Type (storaee gas. etc.) Caoaci ' �''(or approved equal) ( SDecial Feature(s) 14 PA4 h SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential <_. - MF -1R NOTE: Lo -rise residential buildings svbiou to the Surdards mus canuin these o� re3ardlea of 1k c=piiz= approach used. Items marked w,th an asrer•esk (-) may be supcscdod by mac snnyrnt compliance requuemcnts listed . t m the C,,urjc - o(Compfi,^'r Wben that checklist is incorporated into the permit docun ercnM the (enure noied shall be cons,daed by all parues as binding minimum component perfornunre speaf eatiora for the mandatory mcaure rhaha they arc shown elsewhere in the documents or on this rhoLklia ally. DESC3UFncN DESICNER I V?rltoxca xT Building Envelope Measures ' §2.5352(s): Minimum ceiling insulation R•19 weighted s-eragr_ 42.5352(bl. Loose fill insutuion manufacuter's labeled R•Valur- ' §2-5352(1): Minimum wall insulation in framed walls R-1 l weighted avenge (does nor apply to exterior muss walls). 12.5352(k)r Slab edge insulation - water absorption rate no g e err than 03%, water vapor transmission rate no greater than 2.0 permitoch. 12.5311: Insuladon specified or installed meets California Energy Commission (CEC) quality standards. Indiwc type and form. 12-'5352(f) Vapor barriers mandatory in Climate Zones 14 and 16 only. 12.5317: lnfiloatiorvEarJtradon Controls L Doors and windows between conditioned and unconditioned spat designed to limit aif l=1e2gc b. Doors and windows cert rend. e Doors and wundows wc2ttnersaipped: all pine and per+eastiau rartlktd aril sealed 12.5352(c): Spo:W infiltration barrier installed to comply with 12-5351 meets CC qualiry v2ndards. 12.5352(d): Installation of Fueplaru 1. Masonry and factory -built fireplaces have X i tghV fitting• closeable meal or glass door b. outside air intake with damper and control C. Flue damper and control , 2.14o continuous burring gas pilots allowed. HVAC and Plumbing System Measures 52-5357JI) aid 2.5303: Space conditioning equipment sizing: attach nkuladons. 12.5352(h) and 2-5315: Setback thermostat, en all applicable heating sysrsstt - §2.5316(2):• Ducts titin%% %cd. installed and insulated per Chapter 10. 1976 UMC §2.5716(bY. Frhaus systems have damper conaolt §2.5314(e): Gas -furl space he2drig equipment has intermittent ignition devices 12-5314: HVAC equipment, water heaters, showerhrads and fauces cctirrd by the CC §2.53520: Water Ise.. insulation blanket (R-12 or greater) or combined intuior e.%v for insulauon (R=16 or greater): flex 5 feu of pipes closcst to tank insulated (R-3 or greatu). §2.5312(E.sccpdon 1): Pipe insulation on stcam and scum condcnsac return & recirculating piping. 12.5319(dr Swimming Pool Heating 1. System has. L Orloff switch on hcatcr. b. Weatherproof instruction plate on hcater. c Plumbed to allow for solar. 2.15 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water umiet. Lighdne and Appliance htemures t 12.5352(;): lighting - 25 Iumc.-LVwatt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas Curd appliance equipped with intetmiount ignition devices. 12-5314(a): Refrigerators. refrigerator•froc ers. frcezers and fluoreseeu lamp ballasts certified by the CEC. Indiute make and model number. COMPLIANCE STATEMMEN-r "This certificate of cl=plianc_- Us+s toc building features arid pc foimarlce specifications needed to comply with Title 24, Cl apter 2-53 and Tide 20, Chaster'..) ,r:t 4, Article 1 of the California Administradve code_ This ecrtifcate has be.:.r sigrxd by the individual with ov=U design responsibility and the building owner. who shall retain i copy of it and transmit tux =tific: to to lay subsequent purdms`r of the building. Designer Name - Address: Tekplhone i i (si6rhattute) (dart) Doalmentation Author :A Name Building Owner NU= 9s. - Ad C HA K 1,. ES )'-0 1 V 'r kiFirm: c r— - Address: 7 V. < Tck-hona e-ZA4 914, (signamae) (date) Enforcement Agency Name: Ac—r• 1. Ceiling Insulation One Two S. Infiltration (Air Leakage) R-0 ' R -value Number One of stories Two Three 3 '�00n .1 Points 0 R-0 -1 C3 -49 32 1 Star>dard U-vaiue 2 - 0 0 .. _ R-19 -8 -4 .2 -120 _ -58 38 0.40 -95 -46 30 P30 .2 -1 •t . 0.20 -4 .21 -14 0.10 -17 -8 R38 0 0 0 -4 -0.06 -6 3 .2 O.C4 .1 0 0 ' . 0.02 4 6. Glass Heat Loss 1 O.CO 10 U -value 3 Controlled Ventilation Crawlspace 3 0 1 Number of stories 1 R-vaiva One Two 0.50 R-0 -84 _54 Tool R-5 -4 .4 3 U -value .2 0 -102 -49 .32 Percent .2 4. Slab Edge Insulation - .51 to .41 to .31 to 0.30 or 0.10 -16 -13 -8 Glass Single Double .60 .50 .40 less O.C8 -18 11 S 3 d ' SO -121 -53 •39 -24 -10 4 US 11 .2 -1 40 -90 37 -26 -14 3 8 0 r4 4 4 2 1 25 -75 -29 -19 •9 1 10 . 4- 5 3 ' 30 31 -21 -13 -4 4 12 O.CO 10 7 11.0 29 -58 -20 -12 3• 5 • 12 26 22 18 14 9 18 .55 -18 -10 -2 5 13 Zonal Control Adjustment 0.6 0.8 27 -52 ' -17 -9 -2 6 13 2, Wall Insulation 21 _`Stories 26 -49 AS • -8 11 7 14 . Single- Single- .2' 25 24 -46 -43 -14 -12 .7 -5 0 1 7 8 14 14 1 R -value Famtry Detacned Family Attac`ed Multi- Fami'ry 23 ' ZZ -40 37 •11 •9 -3 3 2 3 8 9 15 15 R-0 -68 -51 -34 21 34 -7 -2 4 10 15 R-11 0 0 0 20 31 3 0 5 10 16 R-13 2 2 1 19 -29 -4 1 6 11 16 R-19 8 6 4 18 -26 3 2 7 12 16 U value 4 3 3 17 16 -23 -20 -1 0 3 4 8 9 12 13 17 17 0.60 -153 -114 -76 15 -17 1 6 10 14 17 0.50 -91 -68 46 14 -14 3 7 10 14 18 0.30 -47 36 .24 13 -12 4 8 11 15 18 0.10 0 0 0 12 •9 6 9 12 15 19 O.C8 4 3 2 11 -6 7 10 13 16 19 0.06 9 7 5 10 3 9 11 14 17 19 O.C4 14 11 7 9 .1 10 13 15 '17 20 0.02 19 .14 10 8 2 12 14 16: 18 20 0.00 24 18 12 14 7 5 4 3' HP Hwa 9 ., s 3 2 2 3.3 WS3 9 .4 3 2' 2 4.6 3. Raised Floor Insulation 3 7, Shading (Shade Open) SE None -45 .--23 - - Insulation in Floor -9 15 '-Erredire 2 •' 1 Percvtt Clan 0 0 ZI Number of stories '-ZI . -12 -8 (percent ZLLU x SC) '•5 4 R -value One Two Three R-0 -17 -8 •5 R-11 3 .2 .1 R-19 0 0 0 R-30 3 1 1 U-vaiue 2 5 1 - ---_.0.60 -i 44 -70 -46 0.50 -120 _ -58 38 0.40 -95 -46 30 0.30 -a 34 .22 0.20 -4 .21 -14 0.10 -17 -8 -5 0.08. -11 -6 -4 -0.06 -6 3 .2 O.C4 .1 0 0 ' . 0.02 4 2 1 O.CO 10 5 3 Controlled Ventilation Crawlspace 3 0 1 Number of stories 1 R-vaiva One Two Three R-0 -11 -7 -5 R-5 -4 .4 3 R -t 1 .2 .2 .2 R-19 .1 •2 .2 4. Slab Edge Insulation - -9 -'-- Number of Stories -- R -value One Two Three • R-0 0- 0 0 R-5 8 5 2 R-7 8 6 3 F2 lac --r -17 -13 •9 . -0.90 -4 3 .1 0.80 -i •1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 - 4- Eiecve Errerdre Pereeat Glass (pesteat Vias x SC) %Glass North East South •West Skylight 18 5 1 . 4 1 na 16 4 2 5 - '1 na 14 4 2 5 1 na_ 12 3 3 5 2 na-- 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 .1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 d 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 .1 .1 .1 2 0 .1 .2 .4 .2 0 na = not allowed Effective SEER & Shading (Shade Closed) 9. Interior Thermal Mass Interior Slab Floor Raised Floor Mass Sbries Stories JCFA One Iwo Three - One ,Two Three -4 2 -1 -4 0.1 8 •5 3 61 0 -0 Q.3 ••-7 -4 -2 0 1 :' ' 1 OS -6 3 -1 1 1 2- 0.7 -5 .2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 •1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 .4 5 5 2.0 -1 2 .4 5 6 7 Z5 • 0 3 5 7 .7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11. 12 12 6.0 5 8 10 12 13 13 6S 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8S 7 10 12 13 • 14 15 10. Exterior Wall Thermal Mass Exterior &N4- Singfe- Wal! F=4 Family MA Mass Detac'1ed Arac61ed Fam4 0.00 0 0 0 ! 0.20 3 4 3 0.40 5 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 i 1.40 12 13 9 1.60 10 13 :r 11... . 1.80 10 12 12 I zoo 10 _ 11 - 13 11. Heating System SE or HSPF (assumes ducts In attic) ' Sum of 1-6 _ _.. - .25 or -24 to -14 to :4 to +6 to 16 ar SE HSPF less -15 •5 +5 +15 more • 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0.80 7.333 8 - 7 6 5 4 3 0.85 7.79 13 11 -'10 8 7 5 0.90 8.25 17 15 13 11 9 7 005 8.71 20 18 -15 13 11 8 Wective SE or HSPF (SE or HSPF x dud efriciency) Effec ye .25 or -24 to -14 lo :4 to +610 16 or SE HSPF leu .15 -6 +5 +15 more 0.30 Z75 .73 bi •56 -47 38 30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 .7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5-0 5 5 4 3 3 2 i UO 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 37 ' 32 28 24 19 15 Zonal Control Adjustment Systam Type Resisdnce 10 9 7 6 4 3' Oiar 6 5 4 3 2 2 12. Cooling Syst'tm Errerdre Pereeat Glass (pesteat Vias x SC) ESecdve � - SEER x Glass North Erni South west SI*ht - 18 -14 -48 •69 -6z--na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 .29 -40 '37 na 11 10 -7 -6 .26 .23 36 31 -33 .29, na .74 9 -5 •20 -27 •25 -65 8 -5 •17 Z3 -21.. -56 7 -4 .14 -19 •18 •47 6 3 -11 -15 .14 -38' 5 .2 -9 -11 .10 -30 4 -1 -6 -8 -7 -23 3 0 .4 -5 •4 -16 - Effective SEER -9 (SEER xdud emcienc7) 0% 5% $tr11 of 7-10 -4 t1- 2 3 4 3 0 9. Interior Thermal Mass Interior Slab Floor Raised Floor Mass Sbries Stories JCFA One Iwo Three - One ,Two Three -4 2 -1 -4 0.1 8 •5 3 61 0 -0 Q.3 ••-7 -4 -2 0 1 :' ' 1 OS -6 3 -1 1 1 2- 0.7 -5 .2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 •1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 .4 5 5 2.0 -1 2 .4 5 6 7 Z5 • 0 3 5 7 .7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11. 12 12 6.0 5 8 10 12 13 13 6S 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8S 7 10 12 13 • 14 15 10. Exterior Wall Thermal Mass Exterior &N4- Singfe- Wal! F=4 Family MA Mass Detac'1ed Arac61ed Fam4 0.00 0 0 0 ! 0.20 3 4 3 0.40 5 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 i 1.40 12 13 9 1.60 10 13 :r 11... . 1.80 10 12 12 I zoo 10 _ 11 - 13 11. Heating System SE or HSPF (assumes ducts In attic) ' Sum of 1-6 _ _.. - .25 or -24 to -14 to :4 to +6 to 16 ar SE HSPF less -15 •5 +5 +15 more • 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 0.80 7.333 8 - 7 6 5 4 3 0.85 7.79 13 11 -'10 8 7 5 0.90 8.25 17 15 13 11 9 7 005 8.71 20 18 -15 13 11 8 Wective SE or HSPF (SE or HSPF x dud efriciency) Effec ye .25 or -24 to -14 lo :4 to +610 16 or SE HSPF leu .15 -6 +5 +15 more 0.30 Z75 .73 bi •56 -47 38 30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 .7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5-0 5 5 4 3 3 2 i UO 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 37 ' 32 28 24 19 15 Zonal Control Adjustment Systam Type Resisdnce 10 9 7 6 4 3' Oiar 6 5 4 3 2 2 12. Cooling Syst'tm SEER Interior Mass/CFA (4ssumccU In ati(c) Stm of 7-10 �"MI PASS.. -25 or .24 to rt4 b .4 b +6 to 16 or SEER lest .15 •6 +5 +15 more 8.0 .14 .12 -10 -8 -6 4 .. 8.5 -9 -7 -6 •5 d 3 8.9 -5 .4 -4 .3 •2 -2 9.0 -4 3 '-3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 1ZO 15 13 11 9 7 5 13.0 -20 17 _ 14 ' 12_ 9 6 - Effective SEER (SEER xdud emcienc7) 0% 5% $tr11 of 7-10 1S%, 20% Effec ve•25 or -24 to •14 to -4 b +6 In 16 or SEER less -15 S +S +15 more 5.0 30 -25 •21 -17 -13 •9 . 6.0 -12 -11 •9 -7 -6 -4 ; 6.6 -5 .4 .4 3 A-2 1.9 7.0 0 0 0 0 0 • 0 I 8.0 9 8 6 5 4 3 9.0 16 14 12 ' 9 7 5 ' 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 54 Zonal Control Adjustment 0.6 0.8 1 ' 10 8 7 6 4 3 i No Cooling System Installed 21 _`Stories 3.1 3.3 3.5 11 19 One -5 -t -i 3 -2 .2' Two + 3 3 2 2 2 1 1.1 1.4 1.6 1.8 2 72 Single -Family Detached and Attached Z6 3 Unit Size (s11 3.5 Water 19 1139 1200 '1700 2200 2700 Heater Credit • or - b to to or Type Type less 1639 2199 2699 more :.SG Nore 0 0 0 0_ 0 or Sciar 12 r r 8 6 5 4 - FP HWR 8 5 4 3 3 5:7 'NS3 5 3 3 2 2 15 PCU 8- 5 4 3 3 SE None 37 -24 -18 -15 •12 4 Soar -1 .1 •1 0 0 5.3 HWR -18 -12 -9 -7 3 0.9 WSS.. •25 -16 -12 -10- -8 12 POU -18 _-12. -9 -7 -6 IG None -5 •3 -2 -2 •2 4.7 Sciar 7' :5 4 3 2 6 POU 3 2 1 1 1 E . None •28 -19 •14 -11 -9 Z9 Solar 8 s 5 4 3 3 4.2 POU -10 :3 -5 .4 -3 5.4 Multi -Family (Individual units) 6.1 63 65% - F Urtit Size (t IJ Water 1.7 699 -700 1200 1700 23ro Heater credit or to to In or Type Type fess ;1149 16574 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3' HP Hwa 9 ., s 3 2 2 3.3 WS3 9 .4 3 2' 2 4.6 POU 9 5 3 2 2 SE None -45 .--23 -15 -11 -9 15 Solar 2 •' 1 1 0 0 ZI HWR '-ZI . -12 -8 -6 '•5 4 WSa -25 -13 •8 -6 '•5 5.3 _PQU_23 -t2 -8 -6 -5 IG None -8 -. .3 -2 1.11 2 Solar ' 6 • ( 3 2 1' 1 3.3 POU 1 0 • 0 0 0 - E None : 30 • -15 .10 - .-8 3 --Solar :'18 .'-9 6 4 4 857 1.4 11 1.9 Zi Point System Summary: Climate Zone 11 , SCORE CARD Measures 1. Ceiling Insulation R-30 or R -value (381 U•vidue [0.0301 2. Wall Insulation R-0 or R -value [I U-vuue (0.0981 3. Raised Floor Insulation �W or C>_ _ R -value [19) U -value (0Z371 4 SIab Edge Insulation or R -value (01 FI fuss 10.7711 5. Infiltration Standard 0 6. Glass Heat Loss Type (doublel U•vaiue (0.651 90 Total Glass C 16 Sum 1.6 7. Shading (Shade Open) % Glass SC • ..Eff. Q7o Glass X .. a. North � b. East 8 x C. South X d. WestZ�- x -77-a- e. Skylight O x _ S. Shading (Shade Closed) % Glass SC Eff. % Glass 1_� - -- a. North x - b. East ._._...._. E' E3 x �1,r� �. C. South "'�.+ e .� ' -x _ r d. West _.. ... 2./ x e. Skylight 0 x h7`7 9. Interior Thermal Mass C7 -TYPE '- MASS AREA A � COND- FLOOR AREA, Interior iv' 1ssJCFA 10. Exterior Wall Mass _ T" 2 MASS AREA O F-zteffior Wall 4tass ND. c LI.OR ART + $urn 7y.110� 11. Heating System x Zonal Control? ( Y / N) SE or, Due Efficiency [0.781 Effective SE or (0.7216.6] 'HSPF (0.5615.15] -12. Cooling System x • �� = 7dt�=�(!� Zonal Control? ( Y / N) SEER [y.51 Duct Efficiency (0.74] Effective SEER [7.031 13. Water Heating gni !Q Aat W- - \ __ ... Type (SGJ Credit (none] Interior Mass/CFA �"MI PASS.. u ,'O1w0•• S1 1 Tyre t P.Ass (UM 4.2. i•, esoosed st_b) ICW.a.� .SMI - 0% 5% ' 10% 1S%, 20% 2S% 3076 35% 40% 45Y. 50X. 55% 60% 6SX 70% 7S% 110% 85% 90% 95% it10% 105: 1107. 115% 120-.125. O% 0 02 0.4 0.8 0.8 1.1 1.3 1.5 1.7 1.9 7.1 23 25 Z7 19 32 3.4 3.8 3.8 4 4.2 4.4 4.8 4.8 S 53 loy. 01 14 0.6 0.8 1 1.1 1.4 1.8 1.9 it . Z3 25 27 2.9 3.1 13 15 3.7 4 4.2 4.4 4.6 4.8 S 52 54 20% 0.3 0.6 0.8 1 ' 1.2 1.4 1.6 1.8 2 2.2 Z4 21 Z9 3.1 3.3 3.5 11 19 4.1 4.3' 4.5 4.8 5 52 5.4 56 30% 0.5 t17 0.9 1.1 1.4 1.6 1.8 2 72 Z4 26 Z6 3 31 3.5 3.1, 19 4.1 43 4.5 4.7 4.9 5.1 5.3 5.6 56 407'. 0.1 09 1.1 1.3 1.5 1.7 1.9 Z2 Z4 Z5 Z8 3 12 3.4 16 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3' 5.5 5:7 5.9 W% 0.9 1.1 1.3 15 1.7 1.9 Z1 23 Z5 2.7 3 32 3.4 3.5 18 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 SS% 0.9 1.1 1.4 1.6 1.8 2 12 Z4 2.5 28 3 32 15 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 56 5.8 6 62- 6o% 1 12 1.4 1.7 1.9 21 Z3 ZS 2.1 Z9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 IJ 1.5 1.7 1.9 Z2 Z4 2.6 Z8 3 3.1 3.4 35 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 Z2 Z5 Z7 2.9 3.1 3.3 35 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 62 64 75% 1.3 15 1.7 1.9 Zt Z3 ZS ZI 3 3.2 14 3.6 3.8 4 4.2 4.4 4A 4.8 5.1 5.3 55 5.7 5.9 6.1 6.3 65 80% 1.4 1.6 1.11 2 22 Z4 Z6 2.8 3 3.3 11 31 19 4.1 4.3 4.5 4.7 4.9 S.1 5.4 5.6 S.8 6 6.2 64 66 857 1.4 11 1.9 Zi Z3 25 Z) 2.9 3.1 3.3 3.5 It 4 4.2 4.4 4.6 4.8 5 52 54. 56 59 6.1 63 65 67 9or. 1.5 1.7 2 22 Z4 ZS 2.8 3 3.2 3.4 3.5 It 4.1 4.3 4.5 4.7 4.9 S.1 S3 55 5.7 5.9 6.2 64 66 68 957. 1.5 1J 2 7-2 Z5 Z7 Z9 3.1 33 3.5 17 1/ 4.1 4.3 4.6 4.1 5 5.2 5.4 5.6 5.8 6 62 6.4 67 6.9 1007. 1.7 11 21 2.3 25 Z8 3 3.2 3.4 16 18 4 42 4.4 4.6 4.9 St 5.3 5.5 5.7 5.1 6.1 6.3 65 6.7 7 105% 1.8 2 Z2 2.4 Z6 2.8 3 13 3.$ 3.7 19 4.1 4.3 45 .4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 611 7 Ito% 1.9 Zt Z3 2.5 27 Z9 11 3.3 36 3.8 4 42 4.4 4.6 4.8 S 5.2 S.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 Z2 Z4 2.6 Z8 3 32 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 S.7 5.9 6.2 6.4 6.5 6.8 7 ' 72 120% 2 Z3 15 2.7 Z9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.8 4.8 5 5.2 5.4 5.6 58 6 6.2 6.S 6.7 6.9 7.1 73 125% 21 Z3 ZS 28 3 3.2 14 3.6 3.8 4 41 4.4 4.5 49 5.1 5.3 SS 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 , SCORE CARD Measures 1. Ceiling Insulation R-30 or R -value (381 U•vidue [0.0301 2. Wall Insulation R-0 or R -value [I U-vuue (0.0981 3. Raised Floor Insulation �W or C>_ _ R -value [19) U -value (0Z371 4 SIab Edge Insulation or R -value (01 FI fuss 10.7711 5. Infiltration Standard 0 6. Glass Heat Loss Type (doublel U•vaiue (0.651 90 Total Glass C 16 Sum 1.6 7. Shading (Shade Open) % Glass SC • ..Eff. Q7o Glass X .. a. North � b. East 8 x C. South X d. WestZ�- x -77-a- e. Skylight O x _ S. Shading (Shade Closed) % Glass SC Eff. % Glass 1_� - -- a. North x - b. East ._._...._. E' E3 x �1,r� �. C. South "'�.+ e .� ' -x _ r d. West _.. ... 2./ x e. Skylight 0 x h7`7 9. Interior Thermal Mass C7 -TYPE '- MASS AREA A � COND- FLOOR AREA, Interior iv' 1ssJCFA 10. Exterior Wall Mass _ T" 2 MASS AREA O F-zteffior Wall 4tass ND. c LI.OR ART + $urn 7y.110� 11. Heating System x Zonal Control? ( Y / N) SE or, Due Efficiency [0.781 Effective SE or (0.7216.6] 'HSPF (0.5615.15] -12. Cooling System x • �� = 7dt�=�(!� Zonal Control? ( Y / N) SEER [y.51 Duct Efficiency (0.74] Effective SEER [7.031 13. Water Heating gni !Q Aat W- - \ __ ... Type (SGJ Credit (none] TOWER LAYOUT Notes and Requirements,' TOWER BASE PAD CONSTRUCTION Tower Wiring: 10 kW Wind FOUNDATION LAYOUT L = 5.0' i—L 3 x #6 AWG MC Armored Cable Turbine O= 1.5' 7 TOWER GUY WIRE BASE L ANCHOR PAD PAD.,,-` Safety Switch: _ 10.5' 3/4' x 12' PIER PIN Disconnect ZCh neCt \ El EMBED 9- TOP OF PAD MUST 60A TBE STRAIGHT AND 600V 3-pole Fusible _ #4 HORIZONTAL LEVEL WITHIN 1/8" GUY i REINFORCING BARS NEMA Type 3R Rainproof - RADIUS j MAXIMUM SPACING 12' BOTH DIRECTIONS, TSB D `- Cumulative ( Serves as lockable disconnect Production Meter 31.5' 1=1=IF 0 3 @ 35A Fuses Type FRS-R-35 'Inverter \ 93.5' Delta LA603 3-Phase Surge Arrestor IMPORTANT GUY ANCHOR CONSTRUCTION G ROD EYE MUST BE ORIENTED AS SHOWN 1' DIAMETER z 10' FT ALIGN ANCHOR ROD Grounding :AC Load r 45• OVAL-EYE ANCHOR WITH CENTER OF I ROD ANCHOR PAD' Center 3 @ 8 copper-clad ground rods j __________ _______ 40'61 °=1 I I-1 I -1 I I-1 11=1 I I 11=1 11=111. 1 rod per tower leg j IIIE1 I El I E =III—I 11-1 E1 I I=I I I=i I— 1=111-11 6' —111 HEI II=I 1#2 AWG bare 7-strand ground cable 460 =III— EJ11.ill—III=11 111=111- #8 bare solid bond wire between I ;I�EEIIIIIIII ,-,/2. SII — II_III—IIS 111 tower base ground rod and Material Specifications -III-III-III-III=111=III=III=III=III-III-1' °3.4.,X,2 — — — —� 3' CHANNEL CLAMPED 6' --. _ Inverter / utility ground BY 1' UNC NUTS 1. Tower Legs: ASTM A529 Grade 50 20' 40' REINFORCING BARS Wire Run: Minimum ield stress 50,000 psi BOTH FACES Y P 5'6- I BDT"WAYS Consult BWC tables for wire size i 2. Tower Flanges: ASTM A572 Grade 50 ELEVATION MAXIMUM SPACING I2 , \ based on length of wire run. Minimum yield stress 50,000 psi Underground conductors and bond 3. Tower Braces: ASTM A529 Grade 50 23 wire must be housed in conduit. Minimum yield stress 50,000 psi i I Minimum conduit burial depth Is 18°. 4. Tower Bolts: ASTM A325 construction grade ANCHOR REINFORCING CAGE ' (USE t/4 BARS) Minimum tensile stress 120,000 psi i Inverter: 1 Minimum yield stress 92,000 psi 5. Anchor Rods: A. B. Chancel " Oval-eye GridTek 10, UL listed Minimum 9th 36,000 Ib i -oFESS /ov Load Panel: ���e SIN G. - 240V, 60A breakers, ' 1 Foundation Notes: 2-Pole, , �� c' m rn dedicated W 3179 40' 1. Concrete: 2500 psi minimum ultimate strength 120° 2. ASTM A-615 Grade 40 deformed reinforcing GUY RADIUS bars, 1/2" minimum diameter, two faces, both ways, 12" O.C. maximum spacing Design Criteria FB_E R GE'Y E R 3. Minimum concrete cover on all reinforcing bar is 2" top, 3" all other locations 1. CBC-2001 compliant DRAWN TITLE K.G.C. 2. Design Basic Wind Speed: 80 mph 4. Compact fill in 8" lifts to minimum 100 psf g p p o5-2s-zoos SUMMARY SHEET PLAN VIEW 5. Water table below all concrete at all times Design Exposure Class: D CHECKED 3. Rotor Thrust: 2000 Ib max M.B. 6. Soil bearing strength 1000 psf minimum. 05-25-2006 10 kW ON GL18-80 TOWER 7. No inspection of concrete / rebar placement 4. Turbine Weight: 1050 Ib APPROVED • required per CBC 1701.5.1 and 1701.5.4. 5. Maximum Torque: 250 ft-Ib @ 300 rpm DWG NO. 6. Furled Moment: 875 ft-Ib SCALE 1400-XL-G L 18-80 7. No Ice Accumulation NONE n1WKVN1l.0: 11n01ULN"11AL , r'1K.0 JYKINY%LLtt HxL)KHUL1Ub :).b - bublvii-TT .U. rage 1 ENGINEERS : William F. Squyre`s, Jr. (530) 345-1012. ADDRESS : 166 E -3rd Street, ,Chico, CA 95928. Date: 12-02-2009 File: C:\RESDEN56\Brutsman.RES JOB : Residential 2 Heads Flowing DESIGN `I SPRINKLER MANUF`: RELIABLE - RFC49, 16x16, K=4.9, P=7.0 MODEL : RFC49 -1 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi I AREA /-SPR 256 Sq Ft DESIGN AREA 512 Sq Ft 'SPRINKLER Q 13.0 Gpm METER 0.0 Psi I NODES 10 PIPES 9 SOURCE STATIC 50 Psi RESIDUAL 40 Psi FLOW 35 Gpm NODE ELEVATION K -FACTOR PRESSURE DISCHARGE NO. Feet ----------------------------------------------------------- Psi Gpm 1 12.00 4.90 7.0 13.0 2 12.00 4.90 7.1 13.0 3 10.00 8.8 4 10.00 10.3 5 10.00 13.9 6 10.00 16.3 ' 7 10.00 17.8 8 10.00 .2.00 22.9 '28.3 9 10 -6.00 SOURCE 33.2 �I 26.0 �'p$wt,.'e1... SZRINKLERS FLAWING 2 AREA PER 'SPRINKLER 256 Sq Ft j TOTAL DESIGN AREA � 512 Sq Ft` MIN SPRINKLER FLOW 13 Gpm I REQUIRED DENSITY COMPUTED DENSITY 0.051 0.051 Gpm/Sq Ft Gpm/Sq Ft p TOTAL SPRINKLER FLOW 26.0 Gpm.'F TOTAL DOMESTIC FLOW 0.0 Gpm �•m�.�., 2. tr @y96 TOTAL WATER REQUIRED 26.0 Gpm r� TOTAL SPRINKLER PRESS 33.2 Psi WATER' METER LOSS -: 0.0 ' Psi VALVE FIXED LOSS 0.0 Psi Copyright(2008) SUPPLY PRESS AVAILABLE 44.2 Psi by ,DEMAND PRESS REQUIRED �D _ dror_ s Engineering ''Psi H4 g PRESSURE CUSHION 11.0 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., '94555 MAXIMUM VELOCITY 8.8 FIS (800) 845-9819 hYV1<UN1Ub: Ktb1Uh;NT1A1, fihh SYK1NKLEH hYDRAUL1C6 5.0 - SUbMiTTAL. Page 2 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico,CA, 95928. Date: 12-02-2009 File: C:\RESDEN56\Brutsman.RES JOB : Residential 2 Heads Flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR, 'PRESSURE NO. Gpm' FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 13.0 K= 4.900 L= 14.0 Pt 7.0 Pt 7.0 1` Q= 13.0 F= LL IF=' 14.0 C=-150 Pe 0.9 Pv -0.1 Vel= 4.4 D= 1.101 TL= 28.0 0.0306 Pf 0.9 Pn 6.9 3 Pt 8.8- ------------------------------------------------------------------------- 2 q= 13.0 K='4.900 L= 12.0 Pt 7.1 Pt 7.1 2 Q= 13.0 F= LL F= 14.0 C= 150 Pe 0.9 Pv -0.1 Vel= 4.4 D= 1.101 TL= 26.0 0.0309 Pf 0.8 Pn 7.0 3 Pt 8.8 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 8.0 Pt 8.8 'Pt 8.8 3. Q=` 26.0 F= BR F= 6.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 14.0 _0.1109 Pf 1.6 Pn 8.2 4 Pt 10.3 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 22.5 Pt 10.3 Pt 10.3 4' Q= ;26.0 F= L3R F= 10.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 32.5 0.1109 Pf 3.6 Pn 9.8 5 Pt 13.9 -------------------------------------------------------------------------- 5 q= 0.0 K=-0.000 L= 14.5 -, Pt 13.`9 'Pt 13.9 5 Q= 26.0 F= B2R F= 7.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D=.1.101 TL= 21.5 0.1109 Pf 2.4 Pn 13.4 6 Pt 16.3 -------------------------------------------------------------------------- 6 q= 0.0 K==--0.000 L= 6.0 -Pt 16.3 Pt 16.3 6 Q= 26.0 F= L F= 7.0 ' C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 13.0 0.1109 Pf 1.4 Pn 15.8 7 Pt 17.8 -------------------------------------------------------------------------- 7 q= -0.0' K=`0.000 L= 28.5 Pt 17.8 Pt 17.8 i 7 Q= 26.0- F='B5RL F= 17.0 C= 150 Pe 0.0 Pv -0.5' Vel= 8.8 D= 1.101 TL= 45.5 0.1109 Pf 5.0 Pn 17.3 8 Pt 22.9 -------------------------------------------------------------------------- 8 q= 0.0 K= 0.000 ,_L= 8.0 Pt 22.9 Pt 22.9 8. Q= '26.0 F= 3RS F= 10.0 C=' 150 Pe 3.5 Pv -0.5 Vel= 8.8 D= 1.101 TL= 18.0 0.1109 Pf 2.0 Pn 22.3 9 Pt 28.3 -------------------------------------------------------------------------- 9 q= 0.0 - K= 0.000 -L= 220.0 Pt 28.3 Pt 28.3 9 Q= 26.0 F= RL F= 12.0 C= '150 Pe 3.5 Pv 0.0 Uel= 2.7 D= 2.003 TL= 232.0 0.0060 Pf 1.4 Pn 28.3 ' 10 Pt 33.2' ------------------------------------------------------------------------- Meter = 0.0 10 -------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 26.0 «< SOURCE >>> Pt 33.2 E=>45-E1b L=>90-Elb B=>TeeBch R=>TeeRun C=>CouP1g S=>SwgChk G=>GatVly 77717 - l LI HYDRONICS: RESIDENTIAL EIRE SPRINKLER HYDRAULICS b.b SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. 'ADDRESS :'166 E 3rd Street, 'Chico, CA 95928. DATE : 12-02-2009 FILE Cc\RESDEN56\Brutsman.RES JOB : Residential 2 Heads Flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH L ;. l� I Bulletin O06 ReuD i Model' RFC43 (SIN 01612) Model RFC49 (SIN 061 6) x Plot C' n as idential Sprinklers Residential Sprinkler i..& p�6p { t R R I s 71 1 e}�y @e 1 for ! f- !1 N i n ee a �iwah� u'i{'1� �P ,d'Ma '}rc 'j.� •� (h.v�!��"a+,h&`i� 1 i ti�� f �y'y�t 7, E�„�i d�k�i • . minimum design density. 1a%«����t{�, ��,.T'i 1�4� ; �iL�:YI�'.)?�f1FtPl �n-A.yfI �� {1' `�IjJ 0,-05 9PM/f`6Ath tow G pM�'N��`! .�. -�:1,••.L:r::1..•,1.,r.t,K� L�1 �Z�yO( 1?. vY:.!`1�:1'Y a)S�iC requirements, �1:�•(.�T4"v��A�;L..yi. 's��$','. Features:j7�j�.,''s'.11;., t;.xh. }`,4.14, t•.', kt,.r', .�;�. ry L L F Y r I yL1 �' 1. Very low water flow requirements, �/�j L., 2.1/2" 1 " ( Totai� �adju-stm-ent. 3. Thread-On/Thre'ad-Off or Push-On/Thread Off cover ataohr rent option, E 4. Smooth aesthetic ceiling profile,' I S. Available in brass, chrome and i black plated or painted finishes, Listings & Approvai 1, Listed by Underwriters Laboratories,' and certified by UL for Canada (cUL.us) +` 2, NYC MEA 258-93-E UL Listing Categories Residential Automatic Sprinklers UL Guide Number~ VKK 1N irr tali ti�b� DEtz: REC ' RApe 1 Thread size Inch (mm) Factor Sprinkler Spacing Maximum Distance Minimum Distance E� Minimum Required Sprinkfer Discharge ft, (►) to Wali ft. (m) betweerf sprinklers, ft, (m) Flaw Press, ° @ `# '/19" (15mmj 1/r° (15mm) 4.9 4.9 12 x 12 (8,5u3.6 14 x 14 4.3x4.3 r3 1163 g 2.46 � Spm (Lpm) psi (bar) . ED 13 49 7,0 0.4$ 1 5m m 1/a" {15mm j) 4.9 4,9 '1 8X16 t�1.95t4.9 5 7 2.13.) E 2,43 f 43 A 2,43 1 13 4 9 ) 13 49 7 15mm1 4.9 20 x 20 (6,O�c8.0) 10 3.05 g 2 46J �7 64,3 12.0 (0,63 Nate; 1 bar x'100 Kpa I ti Basic Princip'le's of These areas must Surfaces must be Solvent Cementing be softened and assembled while they penetrated are wet and soft The solvent cemented connection in thermoplastic pipe -and -fittings is •the •last vital link in a plastic-pif)e lrtslallLitior-1, it'can mean the success Or failure of 11 the system as a whole: Accordingly, it requires Lhe �� 11 Sdnne professional aIle Miley FIllentirni II, -it ;ti•c cifvcil i to,ot-her co111ponents Uf f11c SysLCitl,- Thtere are nnany Solvor-il. Cen'lenLirng LCChilICiUCS UVlu:n 11511 it) 11 In. CING slFit if Lim camerir coatings on Lhe lame published covering step uy step procedures'on justcemmi itlnq phoress, penetration inccl and flLLings are wit and fluid when softening can be achieved by ti,e assembly lakes place, they vufll tend how Lo m�lce solvent' cemented joilits, 1-lowever, ' cement iL%rllr licarl ONE STT -T' to ffow LogeLher and hec�me ore we feel Chat if the basic principles involved are reruenting rahrarerlu,e� c.uenhDy; layer. Ns o, if the ce,nentis wet Lhe explained, known and undersLoocl, a heLter refer Lolnst.hltaliun rnsut.rrlinnsl. rot, ' Surfaces beneath there will suu be understanding WOUId be r -email vi>r-z, t.u,rlrr certthkh sol L, and these softened surfaces in 9 gained, as Lo what conditions, it Ilray be deshable to the light. part or the joint will Lend techniques are ner-eSSar'y to suit partiCl-liar' use ithe iWO S'If.Tl prracess wr,ich to fuse together. applicatior-is. temperature' conditions, and variations uuliZes a primer to ensure adequate in size and fits of pipe and'fltings, softening. For example, when working in cold weaLher with large Be aware at all 'times 'of good safeLy practices. Llran,eter pipe, mote tilne nr.,[I Surfaces additional appficatfnns may be Bonded•Surfa= Solvent cernents for pipe and fittings are flammable, required, so there should be no smoking rior outer• sources of heat or flan-te in,working orslorage areas. Be Cement coatings of sure to work only In a well ventilated space and sufficient thickness avoid unnecessary skin Contact with. ill solvents: more detailed safety information is'ay.-Iilable from 1-larvel Or IPS (Weld -On) Corporation. ruscrl$ur'la[es r AS LI he Solvent dissipates, the To Consistently make good rernentGtyrrand'tl•tesoftener( Mole 11lan suff¢rrnL cement Lo fill surfaces will Iiarrlen wlLha joints, the fallowing should the Inose part of Vie joint must he corresponding increase in joint applied, riesides filling Lhe gap, strengtPt. n good joint will take tyle be carefully- understood. adequate content layers will required working pressure long ilrnratain Ilia viifnrf-s and clan before If,c joint Is fully dry and final 1 Il:nirill wr-1 urull'Ihc�julnn l P, sutri,yIll Is hlalnrtl. in tic IlgI,L The joining SUr'(aCeS must be softened assembled. Prove tills yourself. (fused) part of {he joinL, strength and made semifluid. Apply on vie for) surface of a piece will develop more quickly than in 2 Sufficient cement must be applied to Fill Of pipe rwn s(!paraLe layers or tale IDOSCI' lbonded) part of the cement. First, flow on a hr_nvy layer joint. Information about the the gap beLween pipe and flLting of rrn,rr,t, tlhrn 710ruikirlr. 11-a I.hin devr•_InpnhcnCof hon[( strength of --- __ ...-_.__ __. _ ...:.._-._. lar-,rslaed•ra,a4-tayr•r. fist -ll u: layers- . .. salvenLrcngc:ntecljolntslsavaltahle. 3 Assembly of pipe and fittings roust �be every 15 seconds ur• su by ;t gel We made while the Surfaces are still wet tap WILT) your finger. YOU will note and fluid. ilial Ilse 11lit I layni,I econhcs tacky and Well dries quickly (probably + ; "4 Joint strength develops as the cement within 15 Seconds) 'Ifie Iheavylayer dries, In the tight part of the joint the will remain wet retch longer. Now Check for penetration a few minutes l " surfaces will tend to fuse together, in after applying theve layers. Scrape ; the loose part the Cenient will bond to thieln will, a latife. The thin layer both surfaces. will have act hieverl IlUie c,r no penrlhatirnh.'Clhe Iheavy one, murl, The i) UAL! TYL1, 17,2 more r,enelrilion. .� 76QLCIO 36 RAT CDR -. Eo "CORONA; CA (DOO) 737.6668 { Cj i FI FIGI HANGER FOR C.P. V. c. PLA STI CPIPE f • HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER S773AP TYPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT I � i a t ri^ {s.v"piia z.rfk `* * "s� yz f & > > I 3 u z r w sz' v,, N 1. II T ._..:r FiJ i C ----�- rE ' A )o I I Size Range - 3/4" that 2" C.P.V.C. pipe protects the C.P.V,C, pipe from any rough surface. Material- Carbon Steely�ith.gaivanized_finisiz.G-90..govt spec. The-Fig...23-design-ine-orperates-snap-retainers— llowtng easier ' Function -The Fig. 23 and Fig 24 are intended to perform as a and faster installation. hanger/ restrainer to support only C.P.V.C. piping used in The Fig. 23 and Fig. -24 are easily attached to the building _ automati y ng strut c fire s rin n kier s w gems t ira .9 -the nein E3C-hE3{�-5el I tlar -2-atli rigg-sc-r-e�--ftr�fsiter] Fig. 23 and Fig. 24 can be installed on the t with the product. It is recommended that rechargeable electric 0 0 p r on the bottom 9 ctnc of a beam. The Fig. 23 can also be installed on the side of a drills fitted with a hex socket attachment be used as installation I, beam tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been The Fig 23 and Fig. 24 can also function as a restrainer to prevent known to result from installations using impact type tools. No ;i the upward movement of the sprinkler head during activation pre drilling of a pilot hole in wood is required. �I ApprovaIs - Underwriters' Laboratories listed to sprinkler support fire Order By -:Figure number and C.P.V.C. pipe size. p piping. Meets and exceeds the requirements of patents Pending N.F.P.A. 13, 1.3R, and 13D. Features -The Fig. �3 and Fig. *-Hardened hex heed self threading screw is furnished with the B• g. �4 incorporate features which product and is the mi D.7 yam astEne�si�e o.cce ta•bJe rotes i Vie -pipe and -eases irestvllon. 'he flare e�lr ge design p p -- C.P.V.C. 3 A B ' C MAX HANGER FASTENER APPROX PIPE SIZE FIG. 23 FTG. 24 FIG. 23 FIG. 24 FIG. 23 nG. 24 SPACING HEX HEAD -WEIGHT l SIM PER IDD p� 3�4'ti iu�� �SNr 3 1./8r 2, 516 1 9/16 1 5/32 .,;,. s�, x r,: lie , 1-3'16 1.3/16 ,,:_y �M,C�•,rr:,,,�,.�., , ._ _ ..r 5-1/2 5/16 9 11 4 4--3/16 -+" / 1YF .;1rl '32 e,3/+J!Dw'4"� �• / 4A«'YR'J�ll �d iib•"'�������i�yL'Y�r!!i1l.PIF/��IIeUCe1'.ry''i�'i � t•e1` �1'.. I� rru NINE 3 �'rl mMgw r.R �E m i'�^ l �iZ 2-3/%t1,E�" 7 1/2 .r+zr,,«• ""I +'t -.a xl�;;� j32 WI'n 5 S +fia�'r:'t / 1-3/16 1-3/16 vy .nt•.r,��r.- .� 1'=3 3 ti's? tis 1���r3 16k/y° / / 6-1/2 , r� �.���./_.. tl "7 1��-a c5y/n16 "�RlvJ�FiJ!@Oy�ais�iY�Y�.a'I'A� r) 2 3EVtSED 4-7/8 " 3-11/16 16 2-7 16 1-27/32 X16 1-J16... �mmx' ,; 8 5/16 - 15 - i 64 a� d Ssv BELL ��� MRSM �+s 8825 OhiaAvenue, St. Charles, iiltnots 60 2 74 'specifications 1-80D-5E1�ISOR2, 'FAX: 630.377-6495 tSM. Series: www.systemsensor.corn roltage: )perating Voltage Limit: Regulated 24 VDC 4aximum'Current: 16 - 33 VDC )perating DC - 31.1mA/FWR 'Temperature: - 53.5mA SV Series: -31° to 150°F (-350 to +660C.) oltage: i Regulated 120 VAC 'perating Voltage Limit: laximum Current: 96 132 VAC perating Temperature: 53mA -31"_to 150°F (-35° to +66°C) UL Reverberant Room 1 VDC SSR4 Sound Ciutput per UL 464 (dBA) �h424-6 (61 24 VDC, P, S) 82 iM24-8 (8' 24 VDC, P, S) ;M24-10 (10" 24 VDC, P, .S) B10' A VAC SSV t� V120-6 (6" 120 VAC) V120 -B �g„ 170 N�AC) 85 n- �� ,a; V120-10 (1Q", 120 VAC) 92 - Polarized 82 -Suppressed portant j ase Read` Carefully and Save NOTE: All SSlvl Series DC bells were only tested at the S instruction manual'contains information gut the installation and 16-33important only tes elt-DC/F R 1 m ts. All SSV Series AC bells were ! 32 operation of bells. Purchasers D install bells' for use by others must leave volt AC limits. This does not include the BO% low-end or 11D % high-end this manual 1 copy of it with the user. voltage limits. General Description em Sensor supplies bells for nearly all sprinkler/fire m/burglar applicatio,s. Th esNational Fire a rotection Association has published and recommended practices for the installation and use of the above appliances. "It le instructions apply to all System Sensor bells in the is recom- the installerbe familiar with these require- s. Read all instructions carefully before : beginning. �I g �w only those instructions mentmendse withtl and any special requirements of the authorityhavingjurisdiction. that apply to the model you nstalling. These bells are intended to be connected to alarm indicat- 'circuits ACAUT10N ing .of UL listed fire alarm control panels. The SSlvi lo not use m potentiall e explosive Y p Jve atmo spheres:. series is polarized to enable bl e supervision ry i si o n P of winn the installation . Th . e SSM g � bell s 24 VDC Do` not leave e a 3 unused wires exposed. .require and the SSV bells require e Quire 12D_VAC. i -oo 1C 156-0674-008R r I t � i FOR SMALL P[PE OP 0-1-7m-VSR-SFG The Symbol or Protection VANE TYPE WkTERFLOW ALARA SWITCH WITH RETARD AND GLUE -IN UNION CUL, UL and CSFh9 Listed, CE Marked, NYMEAACCEPTED Service Pressure: ,Up to 175PSi (12,M BAR Minimum 'Flo w Rate for Alarm: rm• 10 GP M ,. 30- 3 i ,Y Maxi mum Surge: 18 FPS (5,5 m/s) � x Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover held in place with tamper n p resistant screws No. 1113600 Tamper: Cover incorporates micro -switch. z� Cover Tamper: Activated by cover removal. rx� '�xr Cover Tamper Switch Contacts: One set SPDT, Rated at 250VAC Cover Tamper Switch Terminations: 8" 22AWG wire leads. Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for %?�condutt - ,�, Usage: i��,i�,` ai. ' l,s g : Listed CPVC Plastic piping systems manufactur"ed by Central w� Sprintder Corp., Grinnell Sprinkler Co Spa ars Manuf ictus a ing Co., and iPEX (Scepter). US Patent No. 6,471,255 Fits pipe sizes - I", 1-1/4", 1-1/2" and 2" Environmental Specifications: Stock No. 1113555. Suitable for indoor or outdoor use with factory installed gasket .-1113600 W/TS K and die-cast housing. • Service Use: For NEMA 4/Ih55 rated enclosure - use appropriate conduit ' ffitting and/or plugs. One or two family Automatic amillyy d 1�1FPA-13 ' Temperature range: 40° F to 120° F (4,5° C to 49° C) F dwelling NFPA-13D Caption: This device is not intended for applications in explosive cnvi- Residential occupancy up to four stories NFPA-13R National Fire Alarm Coderonments. NEPA-72 The Model VSR-SFG isa vane typewaterflowswitch foruseonwetsprinkler operation of the VSR-SFC. See Fig. 1.) Wait 2 to 4 hours to allow the systerns using CPVC plastic fittings manufactured by Central Sprinkler glue to dry before attaching the VSR-SFG to the l" male fitting. Select the Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX " proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 Is that use I l-1/4"1-1/2" or 2" pipe sizes. it is equipped with a for instructions on how to change paddle: Verify that the o -ring is properly inion to accommodate installation in confined spaces. positioned in its groove. Iland tighten the nut on the union afterorientingthe Che unit contains two single pole double throw snap action switches and an device in the appropriate direction to detect waterllow as shown in Fig. 2. idjustablt instantly recycling pneumatic retard. The switches are actuated CAUTION: no not over -lighten ihelinion nut, hand tighten only! vhcn a flow Of 8-10 gallons per minute (30-38 liters per minute) or more ccurs downstream of the device. The flow condition must exist for or The vane must not nub the inside'bf the TEE or bind in anyway. The stem ,f time necessary to overcome the se should move (reel when hen d retard period. Y operated by hand. NSTALLATiON: Thesedeviecsmaybeinountedonhorizontal orvtrtical ' INSPECTiONANDTESTiNG:Checktheoperationoftheunit byopening ipe, On horizontal pipe they should be installed on the top side of the pipe the inspector's test valve at the end of the sprinkler line or the drain and test There they will be accessible. The units should not be installed within 6" (I5 connection, if an inspector's test valve is not provided• m Of valve drain , i ) am or fitting which changes the direction of tilt waterflow. If there are no provisions for testing tile operation or the flow detection i he unit has a 1 " male fitting for gluing into a CPVC plastic TEE. device on the system, application of [lit VSR-SFG is not recommended or oosen the union nut and separate the I" male fitting from the VSR-SFG, advisable. luc the I".Inalefitting into the TEE following the TEE manufanwrerJs 711e frequency of the inspection and testing and its associated prolective strucuons for preparation and bluing of CPVC piping systems. (NOTE monitoring system should ^ba-in_accordance,-With lhc. applicable 1VTI' -- nc-1=male ..ia ering�mtstbttom -out-on'-file slop of the."TEE "for proper A Codes Ififf-Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). tier Eslcclric Signal Company Y .2081 Craig Road St. Louis, Is 1 v1U 631464161 4( 1-416 Utl 3 Phone: one.• _ c .8 �5 3�3G/Canada 888-88 - www.potLersigiial.com I83 3 www. o tiers p 16naLcom INTI -MIN USA WIT.1199001109 - ILLV P 1 AFC. 115401062 - 11/05 i'AGE I OF j V I C -i *rm-^-- -- --- -- -- - --,- - ---- _„ i I ----- I, I L� � i i I i i ,�i i 'I �' I I i i� I i I I i gad Built,au ftvP4 kr AmmrasTQrAsgoAl a.xmss, e *5'x- �� xfi� 9 �'�,� �'�' � €s v k`'%�t t �... +} a i ✓ts'"�"ap�, a x r�c� ��' �' rr # t.,�s p �u I FOUNDATION TOWER BASE PAD CONSTRUCTION LAYOUT (---- L ----) TOWER GUY WIRE BASE ANCHOR PAD PAD ` L 314" x 12" PIER PIN EMBED 9" TOP OF PAD MUST BE STRAIGHT AND #4 HORIZONTAL LEVEL WITHIN 118 GUY REINFORCING BARS t RADIUS MAXIMUM SPACING 12" 1 BOTH DIRECTIONS, T&B - D 17 IMPORTANT Y WIRE ANCHOR CONSTRUCTION ROD EYE MUST BE ORIENTED AS SHOWN 1" DIAMETER x 10' FT ALIGN ANCHOR ROD OVAL -EYE ANCHOR WITH CENTEJOF ROD ANCHOR PAD yREINFORCING BARS 1 " ('—BOTHFACES — i— 1 6BOTH WAYS MAXIMUM SPACCNG 12"2,-I 1 C3x4.1x12" 3' ANNEL CLAMPED..___ 61 NC NUTS S t 1 G. C �t<, rn 5'6'w M31794al :z l' CHA \C TFF OF G PV . 2,3, DRAWN BY DRAWN MB ! KC GL TOWER FOUNDATIONS FOR SWC EXCEL TURBINE ANCHOR REINFORCING CAGE DATE DWG. NO. (USE #4 BARS) A 8001 04-21-2004 0 :10 91 L abed (C] ainsodxe `oiseq gdua 08 b00Z:D8:D) slsRleuy uoilepunod aamo 1 09 -8L -JJ -LAWrn b Ga ]sd 0£L pawnsse sl uolaoul Ilos wnualulW lod 09L = ouooS=1461aM of}loads aaamoo lod 00 L = vos S = lg6laM ogloads IIoS Isd 000 L = i!osq = gl6uaa]s 6ulaeaq IIoS suol; mnssT ql Zq5 = aseq aamol le peol (aeays) le]uozlaoH qI 0 L£0 L = aseq jamo};e peol leoivan ql ZLSL = uolsual elgeo dnb lelol ql 068£ _ peol le;uozlaoq algeo AnE) ql SLL9 = Peol Ieollaan algeo hnE) -sl1elep ped aseq pue joyouelod 0008E 6ulmeap eaS eje� ul (peadS pu!M olseg qdw 08 '„®„ ejnsodx:I `L66L oen / LOOZ aeeO aad) LO--IeW-ZZ Jamol 94 -IJ 1109 jol slsAleub aoyoub pue uol;epuno:j i I� I u, 919 abed (Cl ainsodxa `olseq qdw 08 `GOOZOSO) slsAleuy uoilepunoj aamo109-86-IJ r eaay p9109fWd (MOI tiara) Isd Z6 aseg le ieGgS = ssaa;s Buljeaq a;aaouoo uld 10 e9JV (enol IGan) Isd 09Z I = aseg le jeayS usd ul ae94S u! 8 = glBuel juewpagW3 u! 5L'0 = aaIauaelp uld From: Keen Craig 405-364-2078 To. Scott Jackson Date. 6/2112005 Time: 4:41:06 PM Page 1 of 6 I 2401 PRIESTLEY AVENUE I r NO ROK 73469 U.S.A, TEL 405-314-4212 j FAX: 405-364-2476 Irr F;P, E-MAIL: kencraig@bergey.com INTERNET: http:/Iwww,bergey.com To: Scott Jackson From : Ken Craig Company Evergreen Development Date . 6/21/2005 Fax Number : 1-534-894-5051 ' Time :'4:41:04 PM Subject: Tilt; tower pad drawings Pages including cover page: 6 Scott Here are the drawings that I promised. I think they will make things clear, but I have one suggestion. Mark the forms, then transfer the marks to dried concrete, to show exact'tocations of the rebar near the surface. Use magic marker can the forms (saw marks work better), and scratches or something more permanent on the concrete. This will beep you from hitting rebar when you drill the anchor holes. You guys seem to have a lot of experience, so maybe you know a better system. it's just a way to avoid problems. Cheers, ken Weight of Concrete = L x L x D x 150 Ib (Dimensions in feet) Vertical load onp ad = 10310 Ib For pad thickness��.5 ft Factor of Safety Soil BearingStrength1Tower Vertical icaI Load L Pressure Factor of Safety Soil Stren th s (ft) 3 (psf) 1371 1000 0.73 2000 1.46 3000 - 2.19 4000 2.92 3.5 1067 0.94 1.88 2.81 3.75 5 637 1.57 3.14 4.71 6.28 6 511 1.96 3.91 5.87 7.82 Bold print shows required minimum size for soil strength shown in column heading (for 1.5 ft pad thickness). NOTE: Minimump ad size is 3 x 3 x 1.5 ft. NOTE: Pad must extend below maximum frost depth. GL18-80 Tower Foundation Analysis (CBC2001, 80 mph basic, exposure D) page 6 / 6 17 j7. IT T� 6x19 Seale 6x21 Filler Wire 6x25 Finer Wire tea+ - C:faearcCtYristtcs CUtrad ristles characteristics Resistant to ahrasion and Less abrasion resistance. n1ore Most flexible roll in classift- crushing„, nseditim fatigue h ndingt fatigue resistance cation; best balance of ahmr resistance Z) Ideal Ap tlfurtions sion anti fatigue resistance I i jrlc°rrt .•tl�talicutir>rr+ Poll Ropes, I(xid lines. back- ryph-al Appliccrlknis - Elaul:rttc nrlrs ,clsrrker rxalat, haul ropes, draglines; Most widdy used or all wire ro-tary cirilbog title fiber c< m sflowis, rope cmes hoists, skip TWRC: slaoww filler corn MIRC available h)ists, battkige, mooring lines. available Convetior%, etc. IWRC sisrswn: fber core available 6 x Ica C lassificatio n rot -K -S provide an excellent balance betwecrt fatigue and wear rrsist.tnc .The}, give cac0terit %-r- vice with sheaves and drums of moderata size.6 x 19 Classification ropes contain 6 strands with 15 thrmig h 26 wires - per strand; nes more than 12 of'which ate:. outside wires, ' Arcctatatttrr :un°ngth a� not Is , tha" t 11-M Wow'hr tssat<ci -- t4*WVWaYcift For ciao A Maimed wtm inapt Cil" artti 1ft5 Wa&s auAA IM frtmt the rttrWnai sh awn WARNING- Anv wartantae>. ce prmwj or iw}ht d, twvty nsng the ttsr bt this pm duct megaly ably to the namivw xttrnVit of nm unused wim . Ali equitmm'M using deet prtuiiart mint ht g unvrIv usrd and ttaainuirwd, aX ire nqw am m lar proI my stomal, h.iad , uwd anal nuinta'sned, MF q m�611 1 3 alky w4< ntpe mu'; he t'gularll infgv w during ow, Dam, atraese or ionvo-twr mli noalancc tan c'atatr sopc fmlo e, C omaatlt the 71 'Xim hnpc• Ows, #anent, ASM1. err ANSI Xiat4m!*. hrasuc. tame. Wifr exatx rearun°at criteria atc bavd on tlw Us" cA vtel dace. l(wn1jwk jh""^c� arr, uarcL rtsnsttlt etre aheaa'r ry}aigantcnt anabu2astutrr. WARI'CaPrt3'.. United Rigging 6 x .19 Ifica"On Rope Nominal trent h,* Tons j8dqbt or Drawn Galvartixea! A roxiiltale Its. Diameter, EEIP Eft* T3aS in. iVURC filher Care rWM Fiber ware IwRC Flfaer Core iwf1G Faber Care 114 - 3.40 3.02 2.34 2.74 0,116 0.1115 5116 - - 5.27 469 4,58 4,26 0,18 0.164 318 - 7.55 6.71 6,56 6.10 0.26 0,236 7116 11,2 9.90 10,2 9.09 8.89 8.27 0,35 0,32 1}2 146 12.9 13.3 11.6 1ls 10.7 4.46 OA2 9116 18.5 162 16.8 14.9 145 13.5 4.59 0.53 51$ 22.7 20.0 20.6 18.3 17.9 161 0.72 0.66 3r4 32.4 2$:5 29.4 26.2 25.6 23.8 1.04 0.36 718 43.8 3$.6 39.8 35.4 34.6 32.2 1.42 129 1 575 50.0 51.7 46.0 44.9 41.8 1.85 1.68 1118 71.5 63.4 6510 87.9 56.5 5526 2.34 2.13 1 1 A 87.9 77.5 79.9 71.0 69.4 64.61 2.89 2.63 1318 106.0 93,0 966 85.4 83.5 77.7 3.60 3.16 11/2 125.44 111.0 _ 1 t4.D 161.0 98.9 92,0 4.76 3.78 } 1518 145.4 129,0 132.13 118.4 115.0 107.0 4.88 4.44 i1 1314 168,0 149.0 153,4 136.0 133.4 124,0 5.67 5.15 1718 19110 159.4 174.0 155.0 152.0 141.0 6.54 Sal 2 21$.0 192.0 198.4 176.4 172.0 160.0 7.39 6.72 . 2118 --- 221.6 197.0 192.0 179.4 8.35 7,59 2114 - --- 247.0 220.0 215.0 200.0 9.36 8,51 2 318 274.0 244.0 239.0 222.0 10.4 9.48 2 112 -- - 302.1? 269.0 262.0 244.0 M6 ,6 113.5 2: _ 331.0 _. _ 288.0 2:0 12.8 116 2 314 - 361.0 314.0 292.0 14.0 12.7 ' Arcctatatttrr :un°ngth a� not Is , tha" t 11-M Wow'hr tssat<ci -- t4*WVWaYcift For ciao A Maimed wtm inapt Cil" artti 1ft5 Wa&s auAA IM frtmt the rttrWnai sh awn WARNING- Anv wartantae>. ce prmwj or iw}ht d, twvty nsng the ttsr bt this pm duct megaly ably to the namivw xttrnVit of nm unused wim . Ali equitmm'M using deet prtuiiart mint ht g unvrIv usrd and ttaainuirwd, aX ire nqw am m lar proI my stomal, h.iad , uwd anal nuinta'sned, MF q m�611 1 3 alky w4< ntpe mu'; he t'gularll infgv w during ow, Dam, atraese or ionvo-twr mli noalancc tan c'atatr sopc fmlo e, C omaatlt the 71 'Xim hnpc• Ows, #anent, ASM1. err ANSI Xiat4m!*. hrasuc. tame. Wifr exatx rearun°at criteria atc bavd on tlw Us" cA vtel dace. l(wn1jwk jh""^c� arr, uarcL rtsnsttlt etre aheaa'r ry}aigantcnt anabu2astutrr. WARI'CaPrt3'.. United Rigging I POWER CONTACTOR I 1 I i i INVERTER 1 2 3 4 5 1 C DC POWER SYSTEM 7 $ I i I I I t B RECTIFIER / INPUT POWER CONTROLLER I 1 I j GRIDTEK INVERTER A LINE ACTUATED I INPUT CONTACTOR LENCLOSURE ---- --- ----------------- —J 3-PHASE ASYNCHRONOUS POWER ACCESSIBLE DISCONNECT SWITCH WIND TURBINE SINGLE -LINE DIAGRAM OF BWC EXCEL -S ELECTRICAL SYSTEM TO UTILITY SYSTEM SERVICE ENTRANCE DISCONNECT SWITCH kWH EXISTING kWH METER OPTIONAL kWH METER kWH (FOR DIRECTIONAL METERING) --------------- ------------------- I I TO CONSUMER'S LOADS I I I CONSUMER'S i 60 AMP E �o THERMAL BREAKER I .BREAKER ENCLOSURE _—` — J kWH OPTIONAL CONSUMER'S kWH METER FOR SYSTEM OUTPUT ----------------- ------------------- ------------ — ---240 240VAC, 60 HZ SINGLE PHASE D SOLID STATE I I I POWER CONTACTOR I 1 I i i INVERTER 1 2 3 4 5 1 C DC POWER SYSTEM 7 $ I i I I I t B RECTIFIER / INPUT POWER CONTROLLER I 1 I j GRIDTEK INVERTER A LINE ACTUATED I INPUT CONTACTOR LENCLOSURE ---- --- ----------------- —J 3-PHASE ASYNCHRONOUS POWER ACCESSIBLE DISCONNECT SWITCH WIND TURBINE SINGLE -LINE DIAGRAM OF BWC EXCEL -S ELECTRICAL SYSTEM WIND TURBINE TOWER SAFETY DICONNECT #1 3 POLE, 600V, 0A SQUARE D PART #H362R6 EXCEL-S. 10kW 0 WIND TURBINE 60OV. OUTPUT _-- ------------------------OPTIONAL --- ----- ---WIND-TURBINE WIND-TURBINE a SAFETY DISCONNECT #2 i 3 POLE. 60OV. 60A. E UTILITY DISCONNECT SWITCH j CUSTOMER 240V DISTRIBUTION SYSTEM OUTDOORS INDOORS MAIN (3) n« cu E BREAKER 2-POLE 60A ELECTRICAL SERVICE ENTRANCE do LOAD CENTER M cu t�3—in cli OuTpur q 9dpy ' NOTES 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEC 690. OPTIONAL r- -- - ---------------------------------------------------------- _- _- e.. QPROVIDE WARNING SIGN PER NEC 690-17 READING "WARNING-ELECTRIC SHOCK HAZARD- E GEYMN PVVER DO NOT TOUCH TERMINALS -TERMINALS ON BOTH THE LINE AND THE LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION. tttlE K.G.0 EXCEL-S "WIND 'BREAKERS 1 04-e8-2W4 -24 t dALABEL BREAKER ELECTRIC POWER SOURCE" PER NEC 705-10. AND ARE BACKFED PER NEC690-64(b)5. T.R. ONE LINE t---------------------------------------------------- ------------------------------------------ ------------ 04-28-em DIAGRAM 4A. GRIDTEK UL LISTED WITH OVER-VOLTAGE, UNDER-VOLTAGE APPROM OVER-FREQUENCY, UNDER-FREQUENCY PROTECTION AND TRIP, m n6 NONE GT4041 O Wire Size (AWG) Maximum Fuse Wire Run Length, Including Tower Height 41,700 3 3-Phase Size, 30m 60m 90m 120m 160m 200m Turbine Model AC Amps Amps 100 ft 200 ft 300 ft 400 ft 500 ft 600 ft BWC EXCEL-S 34 35 #6 AWG #6 AWG #6 AWG #4 AWG #4 AWG #4 AWG 240 VAC, 10 13.3 mm2 13.3 mm2 13.3 mm2 21.2 mm2 21.2 mm2 21.2 mm2 BWC EXCEL-S-R/48 34 35 #6 AWG #6 AWG #6 AWG #4 AWG #4 AWG #4 AWG 240-48 VDC Step-Down 13.3 mm2 13.3 mm2 13.3 mm2 21.2 mm2 21.2 mm2 21.2 mm2 BWC EXCEL-R/120 47 60 #6 AWG #4 AWG #2 AWG 1 AWG 1/0 AWG 210 AWG 120 VDC 13.3 mm2 21.2 mm2 33.6 mm2 42.4 mm2 55.3 mm2 67.5 mm2 BWC EXCEL-R/48 54 60 #6 AWG #4 AWG #3 AWG 1 AWG 1 AWG 1/0 AWG 120-48 VDC Step-Down 13.3 mm2 21.2 mm2 26.7 mm2 42.4 mm2 42.4 mm2 55.3 mm2 BWC EXCEL-PD 30 None #6 AWG #6 AWG #4 AWG #2 AWG #2 AWG 1/0 AWG Variable voltage I13.3 mm2 13.3 mm2 21.2 mm2 33.6 mm2 1 33.6 mm2 I 55.3 mm2 Wire Size (AWG) Circ,. Mils (solid wire) 6 26,300 4 41,700 3 52,600 2 66,400 1 83,700 1/0 106,000 2/0 133,000 3/0 ` 168,000 4/0 212,000 Recommended Conduit Size (includes #8 bond wire and no more than two 90 degree bends in the conduit string) - Wiring PVC Con - duit Size 3 x #6 1 1/2" 3 x #4 1 1/2" 3 x #2 1 1/2" 3 x 1/0 2" 3x2/0 2" Last revision: 13 -Sep -05 NOTES: 1. Wire sizes will allow no more than a 10% loss at rated power. 2. Never use wire smaller then #6 AWG. I I11 • rot ulp gaivanizea steel. • End fittings are Quenched and Tempered, bodies heat treated by normalizing. • "Turnbuckle eyes are forged and elongated, by design, to maximize easy attachment in system and minimize stress in the eye. For tumbuckle sizes 1/4" through 2 1/2", a shackle one size smaller can be reeved through eye. • Forged jaw ends are fitted with bolts and nuts for 1/4" through 5/8", and pins and cotters on 3/4" through 2 3/4" sizes. • Modified UNJ thread for improved fatigue properties. • 7URNBUC.KLES RECOMMENDED FOR STRAIGHT OR IN-LINE PDLL ONLY. • Lock Nuts available for all sizes. Beets the performance requirements of Federal Specifications FF•T-791b,Type 1, Form 1-C%AS5 8, except for those provisions required of the contractor. Di ew StoCh ._..band WeW;:- &TWO up [ D J WL .. W Lb" ( i . Eads i, A B E 1:1110OWOp«• Ci J.. K N t4 . c p dB . 114 x4 ;. 1031877 500 ... ,30.. .: :.. 25 Al ..... 1.58 .62,;.- 11.35.- ::.: T.36.:, 1207;,,..:.0 .&07 .: 78;.:., _ .34 :: .. 1...75 .., , .. A.OQ 5116x4 V2 1031895 : 600 .50 '. .31 .47 1.96 .87 13.71 &71 14.01 9.51 : .94 .44 2.09 4.50 318 x6 . ;. ', 103191 t ., 7200 .. 80: .38.x. ,. - .5D :;... 212.. ,77 . ,' 16.81!.' ., 10.61- : 17.77>:.: 11,77, .. 9 12 .:.. 53 •..;. `: Z52 , , .670': . -' 112 X 6 1031939 2200 1.51 .50 .63 2,75 1.06 1829 12.29. 19.48 13.48 1.44 ,72 323 6.00 72x9 ;.� .103995! - 220D - 1.71; 50;... 63:... 2.76,.:.. 1.06 "' 2429" {5.29 25.48'; 16.48..'.. 1.44 - .72 .,.... 323 9.00`:, 112 x 12 1031975 22W 2.08 .50 .63 2.76 1.06 3029 18.29 31.48 19.48 1.44 .72 3.23 12.00 518x6' 1031993 ,- 3500 . _ 2.36:.. .63 ::. 75. _-:.: 3.50 .':-, 1.31' 19.74,,- 13.74,:... 15.22-. 1.75 ;;:..88- ..390_x:. 6.00-: 5M X 9 1032019 3500 3.17 .63 .75 3.50 1,31 25.74 18.74 27.28 18.28 - 1.75 -86 3.90 9.00 . 518x12 _ 1032037 . , 3500• 3.61... 63- '`" .75 - 3.50 1.31 31.74:. _ 19:74: "`.- 33.28. .;� 212B , ':. 1.75 .. B6:.:....' 3.96. 12.00 . 314 x 6 1032055 520D 4.00 .75 .94 4.18 1.50 21.19 15,19 23.11 17.11 2.09 1.00 4.69 8.00 3/4 x 9 1032073 _ 5200 4.75 75 .. " .114 " 4.17 150 :. -" 27.19; u 1&19, 29,17 20.11 . " 2,09 "_ 100 ;.;, . 4,69, r,, > 9.00... 314 z 12 1032091 5200 5.93 - 75 .94 4.18 1.50 33.19 21.19 35.5 i 23.11. 2.09 1.00 4.69 12.00 .3P1x18 ..� 1032117 - 520m - 770; ..75 .94-..' 4.18 -." 1.60 45.19. i_- 27,19: 47,11., 29.11:„_,2.139''-. I.W.:,:469--. 18.00;' 718 x 12 1032135 7200 8.36 18 1.13 4.85 1.75 34.34 22.34 36.57 24.57 2.38 1.25 5.10 12.00 7A x 17 ' _ ..: . 1032153 ' .. 72 975 .:- .68:.. 173 ...; 4,85 ..;f.75 . 46.34.::.:. 27.34;. - 4$.57.::. 30.5T-:� 2.38:`..125 .. 510 78.00:: i x 6 1032171 10000 8.92. 1.00 1.19 5.53 2.06 24.34 18.34 26.89 20.89 3.00 1.44 6.36 6.00 '.1x12 .,.t;-: !032199' .'. 10000;. 1120.,;', tm0.;.. t19,. ..-.,. .. 553:`.. 2-06 .. 3&941- 24.34;`.: 3&89... 28.69-. 3.00;:.:.1.14 ,. .. 6.38 ...... 12.00: 1 X SB 1032215 10000 13.30 S.W 1.19 5.53 2.05 48.34 30.34, WAS 32.89 3-00 1.44 6.36 18.00 1924- ,:: 1&12233 .. 1WW 17110;:.. 1.06 f 19 „ ?.06 „ 80.34'.. , 36.34:. 42. 3889 ,.::. 3.00.,.., 144 ...:.: 64 <." .24.00 1 114 x 12 1032251 15200 19.42 125 1.75 721 2.61 38.82 26.82 .42.05 3075 3.56 1.81 7.72 12.00 ..1114x18 1IX3.71i9.:. ". 15200..;. 24.16.... 125:": 775 -. 721 `.-.. 1.81 ,. 54,82::, _ .32.82;: - 54.05 "' 3875'".: 3Sfl : t.8t _` 7,72 ,...'',.18.00 1 N4 x 24 1032297 .15200 28.50 1.25 1.75 7.21 2.81 62.82 38.92 66.05 42.05 3.56 1.81 772 24.DD 1t2x12: 1032913...21400.:,.;:. 28.99,.,E t.50:; 206 ;:.;7.B8 171:,40.50:.:-,. 27.54:,:.. 4425:=.,.3225;;.•;..406.:,.212.,;,..8.62..;_,,:.1270 1 112 x 16 1032331 21400 35.00 1.50 2.06 7.88 2.61 52.50 34.50 56.25 36.25 4.06 2.12 8.62 18.00 .t72xP4 ;:..1002359-..,.-24400„..-. 39.18,:.: 150�s;2.0B :,;.Z�,.:.:1bt 54.50::_.._4050.-5625.-.,_.4425-•;.,406:;2.12••:.,.-882 ;.,24.00. 1 314 x 18 1032395 29000 53.75 1.75 2.38 9.40 3.38 55.38 37.38 - 59.78 41.78 4.62... 2.38. 10.00 18.00 .:: 13(4 x 24 `- 1CM41 t . _ 28OW - x.68 -'' t 7S':''- 2.38' -' ".. 940 _,,... 3.3B " 67.38`. , .: 43.39 .:. ' 71.79' 47.76.:.=� 4.62.;, 238 ' .1000 '�.' 24.00.. 2 x24 1032439 37(W 89.00 2.00 2.50 11.86 3.69 72.62 y 48.62 77.95 53.95 5.75 2.69 13.09 24.00 2112x24 .:. IOW4571. ',...60000. :,x..15&00:; P.56.,..2.� ',,.13,58 .;'4.44."75.80.;5t.�_,, 8240,:, 5970.., BSO„ 3.12 -.}1378 ;.;.,;24.00 2 314 x 24 1032475 75" 163.00 2.75 3.50 15.22 : 4.49 77.B8 53.88 85.50 61.50 7.00 325 15.22 24.00 Design Parameters 1. CBC2001 / UBC1997, Chapter 16, Division III 2. Design basic wind speed 80 mph 3. UBC wind exposure "D" 4. Turbine data: A. Maximum rotor thrust = 2200 B. Turbine weight = 1150 C. Furled moment of turbine = 875 D. Hub height above tower = 2 E. Hub height aboveground = 82 5. Tower data: For tower drawings see BWC Drawing 11500 -Rev H A. Tower height = 80 ft ' .--- B. Tower guy radius = 40 ft Arod = 1.23 sq. in. per leg QdFEsSlo, C. Radial ice build-up = 0 in -�M G. D. Vertical (leg) diameter = 1.25 in dia. (solid rod, ASTM A529 Grade 50 steel) 9, �z E. Lattice (horiz & diagonal) 0.625 in dia. (solid rod, ASTM A529 Grade 50 steel) AF 9-30-07 c F. End girts 0.75 in dia. (solid rod, ASTM A529 Grade 50 steel) 179 X G. Number of 10 ft sections 8 H. Height of upper guy level 71.5 ft Ixx = lyy = Moment of Inertia = Ix + Ad^2 = 0 + 2 x Arod x [ face /2 ]"2 L Height of second guy level 40 ft J. Face Width (c -c) 18 in I= = 198.80 in^4 CP•�®k K. Bay height (c -c) 19.4 in F M. Radius of gyration = Rho ; 7.35 in Rho = sgrt (Ixx / A) L. Yield strength of tower leg steel 50,000 psi M. Yield strength of lattice steel 50,000 psi ' Wind Pressure P=CeCgQslw (per CBC/UBC 1620, 80 mph, exposure "D", 80 ft tower) Ce = 1.81 Table 16-G Combined height, exposure and gust factor coefficient Cq = 2.13 Table 16-H Pressure coefficient, open frame triangular tower, cylindrical members (3.2 X 0.67) Qs = 16.4 psf Table 16-F Wind stagnation pressure at standard height of 33 ft IW = 1.0 Table 16-K Wind importance factor - standard occupancy structure (Group U occupancy tower) P = 63.2 psf Wind load per square foot of projected area on one face of tower GL18-80 Tower Analysis (CBC2001, 80 mph basic, exposure D) page 1 / 9 Y V� 'aT EXISTING HouS, � O PCrt 200A SERVICE �QQ 4 ISGONNEG7 � LEECHFIELD U SOUTH BOUNDRY APPRX 1100 FtBUTTE COUNTY Bt1BLfl4h3G USAN -- - --------------- i i I it I I I REVISIONS BY: April 06, 2007 05: 00 AM co s. CD Cr) ; U.J. k evoo 0 v- CL a LJ fD , �o CL O O Q t- 0 O Z OL z a OL t- Q U d CJi o --- N NCL April 06, 2001 SGALE : 1/4"-10'-0" DRAWN: DSJ JOB: SHEET c I � EEt8 SWEETS REVISIONS March 01, 2001 I r� UC EXCEL -5 Ui n<ow r_generator I BO ft GUYED TOWER z To Utilit 1 O 1..1..1 Min, (0 AUJG Use- 2 or equiv. a UjO >S Ul N �} THHN in Conduit ore uiv, J� Uj !.n Electric Bl rake Uj QL Q fj � Min, 010 AW 3 cel til 3 N Uj Uj Min ro AWG Conduit t r e uiv. T H�-1N in nd o i p Inverter: r 8 mm 1>�-1 v! (Y-Uj BE G 1' R -Q %. Uj V v! wwnn Q GfRIDITECK N QLN November i6 2005 e , SCALE4 NTS T Bl' • D SCOTT JACKSON v rter C 3240V AC Inverter 1� - SHEET tz1 of SHEETS 2 Mtn 102 AWG O _ HN f Conduit o equiv. 74-I o n r _ 3 Disconnect O 3 } X S Wind Turbine 1 BergeBU1C EGSL_ A.C. Disconnect 2eMGEY O G 1 t K 10 C10KUJ grid tied Inverter Not To Exceed xce d 264 V AC With GAG ppro ed Internal Approved _Meter 3 Dual ole 60 Amp Breaker �. 3 Phase Disconnect Min. X00OV D C-60amps S MA 5 (60 am HF362 �i N �" p 5 0 2 VA /60 am AC Disconnect, Min 40 C `External, Yi$able, and Lockable D p - SEII" f ANS GF222 NR 6 AW un Exceeds 80 Ft, Use Oro AWG If R O I Exceeds 12 Use 2 AWG If Run � ceed O Ft, _ t ical Utilit Main Service Bi Directional 'Meter ILD, ... REVISIONS March 01, 2001 I I z 1..1..1 a UjO >S Ul N �} Uj J� Uj !.n L Uj QL Q fj � � 3 cel til 3 N Uj Uj mm 1>�-1 v! (Y-Uj n . (3 > V %. Uj V v! wwnn Q r- N QLN November i6 2005 e , SCALE4 NTS T Bl' • D SCOTT JACKSON J015'. - SHEET tz1 of SHEETS i i i I I i � I � i I I I V"N 10 so 7