Loading...
HomeMy WebLinkAbout041-400-040- A.P. 41-40-40 b ,r O� • O� O Bobby Balch n/s Addys Lane ap of Clark Rd. y Permit 1482-74 P, (util. for MH) 41-40-40 91-190 041-400-040 00-1890 CHURCHILL, Brian - - CHURCHILL, BRIAN & MARGARET at end Addys Lnj 1200'w Clark Rd, +Orovi11 ADDY'S LN, BUTTE VALLEY "A --Exempt o`rmlt— ELE. SERV. FOR FUTURE LOT DEV. (store hay, tractors, etc)Tw 041-400-040 01-1309 o� CHURCHILL;.BRIAN & PEGGY ADDY'S'LN. OROVILLC;nQ( CONT: MATT THOMPSON NEW SF3 BR/2 BATH. & GARAGE 0 r 1 4r r. o i -- i r ' 7 6 t I -Il i 1 4r r. o i -- i C - We c !APacA Chico - 343.8547 Paradise - 872.7740 �!/d Z Yuba City- 749.9999 Fax - 872.8951 Scott Steele, President Reliance Propane Service Inc: 5311 Skyway Paradise, CA 95969 Scott Rutherford, Building Inspection Building Division, Department of Development Services 7 County Center Drive Oroville, California 95965 Re: Split stage propane regulation system at 3737 Addy's Way, Oroville Dear Mr. Rutherford: Please accept this letter as our request and recommendation for installation of a split. stage propane regulation system at the Brian Churchill on 3737 Addy's Way, Oroville, being built by Thompson Construction. The split stage system is needed. to supply the substantial demand of a large HVAC system, heat stove, water heater, a cookstove and clothes dryer supplied through a 100 ft. underground piping run. We are requesting to install 3/4" polyethylene underground piping with a first stage distribution pressure of 10 psi to the second stage regulator at the house. We would prefer to use a split stage system for improved pressure consistency, improved supply and flow, economy of installation, and reduced potential for regulator freeze-up. Please respond within 7 days to advise us if this is not acceptable, or with any further questions, comments, or requirements.. I'll assume your approval if we don't hear from you otherwise. Tha you, Scott Steele Owner Reliance Propane Service Inc. • t • I�JY r Ifi 1• Ej r r p ECCE WE APR 2 2002 BUTTE COUNTY PLANNING DIVISION RELIANCE PROPANE "R GAS CO." P.O. Box 917 Pariarjise, CA 95967-0917 p P�j 1N EST MI-Ififill fill 111 111111 11113 NOTES 4Ze 'L 8� 2 RESIDENTIAL 041-400-040 01-1309 CHURCHILL, BRIAN & PEGGY .3 73 7 A.DDY' S LN. OROVILLE CONT: MATT THOMPSON NEW SF 3 BR/2 BATH & GARAGE SPECIAL CONDITIONS CHECKED BY _)(S RA - . FLOOD CERTIFICATE .REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address I /IG GAS �� Meter By Date 7/ Z* IC I Mete --�_ L JOB FINALED (Date) 70, Signature 11-1 27 �a J = OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date Underfloor (Plans) OK except #'s 1.ing-Setbacks- Ease ments-Flood -Slope Ft ., ain; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ tg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ IFP' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped (Singlte,& Duplex) Date ELECTRICAL (Permit) OK except #'s 2 . fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. tie Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size ga.60or AI-A.C. Wire Size / / ga Cu or AI r ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Ins ted Neutral O Yes ❑ No service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. `3 Ches Closet Light -Shower Light -Spa Light t3 Smoke Detector Date 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 6a. Hold Downs and Special Anchors Z s� Steel -Wrapped RA er�Fan, Exhaust above insulation 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 9 ttic Access & Platform if Furnace in Attic LJ,3, Gas Pipe; Size Anchors - Yard Gas Piping; Size T&_� 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Card B-1 Date Card B-1 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 6415'T Stops, Furred Ceilings -Stairs -Chasers -Tubs 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle 1 ate Pipe; Test & Anchor -Nail Protection WAV^ Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access 2 est Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 . fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. tie Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size ga.60or AI-A.C. Wire Size / / ga Cu or AI r ange Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Ins ted Neutral O Yes ❑ No service -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. `3 Ches Closet Light -Shower Light -Spa Light t3 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s A.C. ucts Insulation & Support er�Fan, Exhaust above insulation . Condensate Drain & Overflow, Size & Grade ur ace -Vent Access -Comb. Air -Return Air Vent 115 outlet 9 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s s Proper Materials & Anchors IV,kWalls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) 6415'T Stops, Furred Ceilings -Stairs -Chasers -Tubs A-1/'Headers & Beams -Size & Bearing Date —WXFRAMING (Continued) ngers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Rott Brac.-Truss -Shting.-Rfng. r Type A Flue -Fireplace Throat Clearance L49 -Attic Access; Size & Romex Protection -Draft Stop -Ins. Battles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions arage Fire Protection Framing j 1,5a-15r-operty Line Firewall & Openings f, I&t. Doors -One 3' -Check Garage 3rd Story, 2 Exits / rs; Width -Headroom -Rise -Run -Landing -Fire Protection ywood on Roof Overhang -Attic Vents -Rafter Outriggers U—tZT,_ng-Nailing Veneer b;? - Steese-Ma&h-Drip Screed -Fd. Vents-Underflr. Access/ lazing Area -Glass Protec 'on- Skylights- Plastic ear Wal ailin olts 0. Brace erio4YY I Panels Insulatip �l eilin�§-'�'J a2—k flftration-WalIs-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -1 - Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector 6 Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting' G.F.I. & Bath Fixtures & Tub Access -Spa ap lec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 7 , Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance �c. Outlets & Receptacles at Kit. Counter jZ$_--earage Fire Door; Swing -Landing -Closure -4 A f n in 'n Cara e-gamper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive J Yes J alks J Yesl 1<O/Planters J Yes —(No u cc rown-Finish A.C. Unit Disconnect, Electrical -Plumbing s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater Well, Disconnect, Electrical, Plumbing .terior Elec. Trim, G.F.I. Receptacle -Underground /ta&--Ve_ntil 'on Throughout House ss Protection orrections from Previous Inspections as Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates LOA --Address Posted Date �; and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -f Date Card B-1 Comm nts al Final: ./ = OK 0 = Not OK = Not Applicable = Not Ready • MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Vatve-Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cent. of Occupancy 9. 12. Permanent Foundation Only; License Decal 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE BUILDING DIVISION) DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r Date Inspector • �7/�� REV 1 2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE d O NER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, �pleaselact this office immediately. CiY 2�1— /� iii J� 1//ase n _ ,4.) n u G — C—/L'11'—._ h lei Date Z Inspector tz- + i REV 10 2 r s , i at lei Date Z Inspector tz- + i REV 10 2 N OWN COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r y.. s4 � }s Date Inspector-2°� REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Genter Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE r A ;II W_ Of�ER PERMIT NO. ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. %J� ,r.� i✓t � ,—, �Lc� G /i. f � �.� ter r_ v �y c.. __ 144U - /0 ✓? / .i Z S' C— i r v- e_ G 7 t -'y r k '`l /0 /' L ` e / 1 /_1 F _ 1 '''/ Date Inspector REV 10/92 • 1fi�`'' ;' : ,, ),:,;.COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891.-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE && 0/- 13D6 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Awe Date�Inspector REV 10/92 COUNTY OF BUTTE w BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (531),891-2751 7 County Center Drive • Oroville, CA X530}538-7541 If CORRECTION NOTI "E 3d PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact office immediately. 01:� o7 /0'- U Inspector REV 1 COUNTY OF BUTTE BUILDING DIVISION .w DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 :�. 7 County Center Drive • Oroville, CA • (530) 538-7541 n, CORRECTION NOTICE -: O NER PERMI NO. ' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. R.-. , r� Er_ . Date Inspector f REV }.4/92 ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center, Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas, contact this office immediately. ) "Z( v e'j v i�. Date / L Inspector 5, REV 10/92 0 ENGINEERED WOOD SYSTEMS 4�4- F Certificate of Conformance Certificate 05 405 0 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products —Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Sta.�dard Specifications For Structural Glued Laminated Timber Of Sofh ood Species } IT IS HEREBY CERTIFIED that the APA EWS trademarked structura! glued laminated timber members were produced in a manufacturing facility subject to regular audi(s in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline gond quality. by— Thomas G. Williamson Executive Vice President c `-G.'=R_O t:'OOD SY; it.l!Si5 a t�la!�J c^:Go'1:ir.•, of naA _ TIfS EIYG!':EERrO b'i000 RS O^!:+IIO:`' ;�J1 tFOuh 19tt1 Sage: • '.U. 909 1::p.3 • Ta=o -a. VIA?.ry+11.0700 Tglpphona: (253) 50.`:•5 W • Fat N.-J•r.ho:: (253) 505720.5 4, r CLIMATE PRO® FIBER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. HomwwNER S NAmE ADDRESS CITY � �f 0 \1,\l\ � STATE ` iZ ZIP RECORD OF INSTALLATION a BATTS AND ROLLS R -VALUE THICKNESS AREA INSULATED CEILINGS ' I Z IN. q �.� SQ. FT. IN. SQ. FT. WALLS I .3 2• IN.SQ. FT. Q IN. SQ. FT. FLOORS _ 1 l' 'Sl$ IN. •'�3b� SQ. FT. IN. SQ. FT. CLIMATE PRO. BAG WEIGHT - 25 I.B. NOMINAL R -VALUE BLOWING WOOL BAGS PER 1000 SO. Fr. NEW CONSTRUCTION IF RETROFIT: To obtain an Installed The number of bags r, ❑ RETROFIT DEPTH OF PREVIOUS insulation per 1000 sq. ft. of INSULATION sq. ft. of installed NUMBER OF BAGS USED INCHES net area should not not cover insulation should (R) of AREA INSULATED ESTIMATED R VALUE OF more than: SQ. Fr. PREVIOUS INSULATION 5% in. A 142 sq. ft. 0.176 lbs. THICKNESS OF INSULATION `(v TYPE (S) OF PREVIOUS 12.5 79.9 sq. ft. INSULATION IN ATTIC ` 22 -�INCHES R -VALUE OF INSULATION 14.6 a BATTS AND ROLLS R -VALUE THICKNESS AREA INSULATED CEILINGS ' I Z IN. q �.� SQ. FT. IN. SQ. FT. WALLS I .3 2• IN.SQ. FT. Q IN. SQ. FT. FLOORS _ 1 l' 'Sl$ IN. •'�3b� SQ. FT. IN. SQ. FT. CLIMATE PRO. BAG WEIGHT - 25 I.B. NOMINAL R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. Fr. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not net area should not not cover insulation should (R) of be less than: be less than: more than: not be less than: 11 5% in. 7.0 142 sq. ft. 0.176 lbs. 19 Rin. 12.5 79.9 sq. ft. 0.313 lbs. ` 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 11 4 in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0:500 lbs. 38 16% in. 26.3 38.0 sq. ft. 0.659 lbs. 44 18% in. 30.5 32.8 sq. ft. 0.763 lbs. 50 20:4 in. 35.5 28.2 sq. ft. 0.886 lbs. 60 23% in. 43.0 23.2 sq. ft. 1.076 lbs. INSULATION ``CONTRACTOR SIGNATURE 11��ti_ dR `` /� ^ e ^ DATE "—�(- `�� COMPANY l:.�A �Y\4 i� CL 11D1r� ADDRESS 1-1• 6 �7 - Itk . LVI CA I VT PHONE Q T `—S Ir) (6-7 HOME BUILDER SIGNATURE IIY Johns Manville oaf• Z3 - ADDRESS PHONE BIC -194 7/97 01997Johns Manville Corporation Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http.,/Avww.im.com. For more information call 1-800.6543103. THIS IS FIBER GLASS FTC FACT SHEET BLOWING WOOL INSULATION CLIMATE PROTM BLOWING WOOL INSULATION Bag Weight 25 lbs. Nominal (Minimum Net Weight of Insulation in this Package is 23 lbs.) R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. Fr. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. Fr. To obtain an Installed The number of Bags Contents of The weight per insulation insulation per 1000 sq. ft. of this bag should sq. fl. of installed resistance should not net area should not not cover insulation should (R) of.- be less than: be less than: more than: not be less than: 11 5% in. 7.0 142 sq. ft. 0.176 lbs. 19 8% in. 12.5 79.9 sq. ft. 0.313 lbs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 1134 in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 16% in. 26.3 38.0 sq. ft. 0.659 lbs. 44 18% in. 30.5 32.8 sq. ft. 0.763 lbs. 50 20;2 in. 35.5 28.2 sq. ft. 0.886 lbs. 60 23% in. 43.0 23.2 sq. ft. 1.076 lbs. Read This Before You Buy What You Should Know About R Values. The chart shows the R -value of this insulation. "R" means resistance to heat flow. The higher the R value, the greater the insulation power. Compare insulation R -values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R value, it is essential that this insulation be installed properly with pneumatic equipment. Jud Johns Manville Johns Manville Corporation Insulation Group P.O. Box 5108 Denver, CO 80217-5108 Internet: http://www.jm.com BIC -194 7/97 0 1997 Johns Manville Corporation NorthStar. Y*1 ENGINEERING wi Engineers • anners • burveyoFs Inspector's Daily Report Job No. 7387 Date: September 7, 2001 Page 1 of 1 Arrived at the job site at 01130 for special inspection of epoxy -grouted rebar into lava cap. The rebar were installed in lava cap per the pinning schedule provided by NorthStar Engineering at the Churchill residence located Addy's Lane in Butte County. A 7/8" diameter hole had been pre -drilled to a depth of 8" at all locations. Simpson Epoxy -Tie ET22 was injected into each the hole in sufficient quantity to cause exudation of the grout when the dowel was inserted to a depth of 8". Based on my observation of ,the work describe above, it is my opinion that the installations were done in compliance with the. manufacturer's recommendations. ` Departed the job site at 1200. Inspected by Jeff Richelieu, PE, engineer of record FM 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 i NorthStar ENGINEERING Civil Engineers •Planners •Surveyors STRUCTURAL CALCULATIONS PROJECT: . Churchill Residence I P Retaining Wall Design LOCATION: Addy's Lane,Butte County OWNER: Churchill JOB NUMBER: 7387 Y DATE: August 17, 2001 CODES: California Building Code, 1998 Edition r CODE ENFORCEMENT: Butte County Building Department LOADS: Seismic Zone: 3 Wind Speed: 75 mph Exposure: C (Method 2 used, u.n.o.) Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A) NOTES: Are Special Inspections required for Engineering Elements Designed by NorthStar Engineering? No NorthStar Engineering is not responsible for these calculations unless this sheet is stamped by a registered professional engineer and wet signed with RED or BLUE ink. .GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. TTE4 , NG D Yee+U . -+.cSk V� Page 1 of q- c� BY: I I DATE: 3101 JOB NO: 738% PAGE 2 OF i' 4" CONC. SLAB W/s3ais" O.C. EACH WAY NwthStar ENGINEERING Civil Engineers• Planners Surveyors 54" =4 a 9" O.G. TIED TO VERTICAL REBA12 AND EXTENDED 48" INTO SLAB AND STEM cq 05 VERTICAL a 911 O.C. 84 HORIZONTAL a lo" O.C. FULL HEIGHT CONCRETE STEMWALL AND FOOTING_ WITH F'c a 2500 psi AT 28 DAYS . :5 VERTICAL a 9" O.C. UNDISTURBED SOIL 64 012" O.C. 7101,4 - $4 CONTINUOUS 11' PETANNINNG WALL NOT TO SCALE 20 DECLARATION DRIVE -0, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 1 t i i - y Y I 1 4 4 Y ;ICFILL UNTIL DAYS MINIMUM ! .AqPPRO BY: J I r DATE: SIO JOB NO: -7-38-7 PAGE 3 OF 4" CONC. SLAB W/ =3 0 18" O.C. EACH WAY E F X Q E O NorthStar 54" 04 0 9" O.C. TIED TO VERTICAL REBAR AND EXTENDED 48" a INTO SLAB AND STEM $5 VERTICAL 0 9" O.C. 04 HORIZONTAL 0 10" O.C. FULL HEIGHT CONCRETE STEMWALL AND FOOTING WITH F'c = 2500 pal AT 28 DAYS $5 VERTICAL A 9" O.C. UNDISTURBED SOIL 14012"O.C. 9—;;. =111 �1 4 - 04 CONTINUOUS . 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 65 REBAR DOWEL 0 12" O.C. INSTALLED IN ROCK WHERE OCCUPIES. EMBEDMENT AS SHOWN WITH 18" EXTENSION INTO CONCRETE FOOTING. INSTALL WITH SIMPSON ET22 EPDXY IN 7/8" 0 HOLES IN COMPLIANCE WITH ALL MFG'S RECOMMENDATIONS. 11' PETA1NlNG. WALL*fA'u^_f P �e NOT TO SCALE '€ BY: -1 m rz DATE: a5 I 0 JOB NO: 7307 PAGE 4-- OF 4— NwthStar ENGINEERING Civil Engineers -Planners-Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 THE OWNER SHALL BE RESPONSIBLE FOR ENSURING THAT THE FOLLOWING SPECIAL INSPECTIONS ARE PROVIDED. SPECIAL IN5PECTOR5 SHALL BE EMPLOYED BY THE OWNER AND NOT BY THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. THE SPECIAL INSPECTOR MUST BE ACCEPTABLE TO THE PROJECT ENGINEER AND THE LOCAL BUILDING OFFICIAL. ALL INSPECTIONS PERFORMED IN ACCORDANCE WITH SECTION I70I OF THE 1997 UBC AND OTHER APPLICABLE STANDARDS. INSPECTORS SHALL BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. THE PORTIONS OF WORK THAT REQUIRE SPECIAL INSPECTION ARE THE 05 DOWELS LOCATED AT THE RETAINING WALL KEY. ALL SPECIAL INSPECTIONS SHALL BE PROVIDED BY ENGINEER OF RECORD, N012THSTA12 ENGINEERING OF CHICO, CALIFORNIA. THE DUTIES OF THE INSPECTOR SHALL BE AS NOTED BELOWr VERIFY THE EMBEDMENT DEPTH OF THE DOWELS. OBSERVE THE CLEANING OF THE DRILLED HOLES TO BE IN COMPLIANCE WITH THE MFG. VERIFY THAT THE SPECIFIED EPDXY 15 BEING USED AND THAT IT 15 MIXED PROPERLY. VERIFY THAT THE BOLTS ARE A5 SPECIFIED AND THAT THEY ARE CLEAN AND OIL FREE. VERIFY THAT THE CONTRACTOR 15 REQUIRING MINIMUM CURE TIME. PROVIDE REPORT TO THE CITY A5 NOTED BELOW. SAMPLES OF INSPECTION REPORTS SHALL BE PROVIDED BY N1012THSTA12 ENGINEERING IIF REQUIRED BY THE BUILDING OFFICIAL). REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT WITHIN SEVEN CALENDAR DAYS OF THE INSPECTION. ALL INSPECTOR'S REPORTS NOTING DISCREPANCIES TO BE FILED WITH THE BUILDING DEPARTMENT , WHETHER CORRECTED OR NOT. ALL INSPECTOR'S DAILY LOGS SHALL BE MAINTAINED ON SITE FOR REVIEW BY THE CITY, INSPECTORS. U. vsni COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) 4M APPLICATION AND PERMIT I /3�j ASSESSOR PARCEL NUMBER 041-9i:�0-040 AR 2 119 ZONING AMR3 BUILDING PERMIT OWNER �� CHI PF.GGY TELEPHONE 89 SO. FT. OCC. BUILDING VALUATION 2319 R3 125,226.00 G .OWNERS MAILING ADDRESS PO BOX 1363 PARADISE, CA 95967 672 U 12096.00 CONTRACTOR'S NAME MATT 7HOMPSON TELEPHONE 872-1441 408 C 5,304.00 CONTRACTORS MAIUNdG ADDRESS 7302'] F7\77 RD- PARADIFISE, CA 95969 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $146- 96-00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Pian Checking Fee $ SUIL.DINGADDRESSr ADDY'S LN. OROVILLE CA 95 Energy Plan Checking Fee $ 23.00 ,37,37 PERMIT FEE _ LAT NO. S6BDrvr.IONS NAME PARCEL MAP PLUMBING PERMITg Flin Fee 20.00 USEOFSTRUCTURE SF N D6plex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 19.00 TYPE OF WORK New ]1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 3 BR 2 BATH WITH GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home IS I GI W (9?20.00 150 ra PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�D. as LIE 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. c/�jf+ License Class Ir *40 Lic. NO. 6 i `� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) 8- I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith, comply with those provisions. ��J X �� Date �` 31r G / Signatur f Applicant - ❑ Owner CoB� ntractor ❑ Agent An OS FV permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in heigh Main Service WDA TO 1000A 46.00 NEw CONST. DWELLING Occ OR ADDDDNS' . jffsup. 3.SQF°; 104 68 MULTI UTLET NON•RESID. @7.50 P.Or APPARATUS a swG.OURET CIR. 20 @ 1'00 Ex. Occu OUTLET OR FIXTURES 134L O .so Ex. Occup. oimEFis ASID.°ERw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 1 MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 Cooling Hood '6.50 5.50 Ventilation GAS STOVE 15.00 PERMIT FEt S 91.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN 76TAL FEE $ 1804.78 r- D, IMP X FLOOD XX COF PARCEL X PD X H ssuE This permit is hereby Issued under of the Butte County Code and/or indi d a ve f which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 9// Te ReceiptNo. fj WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r 6OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PER IT NO. Rev. 12/96) APPLICATION AND PERMIT 0 /—/ �()�i ASSESSOR PARCCLNUMBER (t.f _ (/ /'� _ uo `�,p,-�%� Zo IN 'C �iCO` BUILDING PERMIT OWNER TELEPHONE I -89I SO. FT. OCC. BUILDING VALUATION _ OWNER'S MAID ADOR31q ES$ 2 6 � IQ • DO CUM T R'S T LEPHONE - . • /� ::ONTRAI:T R 0 ADD S `CONSTRUCTION LENDER +/ O Fireplace LENDER'S MAIUNG ADDRESS Total Valuation Is ARCHITECT 00 ENGINEER LICENSE NO. Filing Fee g 20.00 Permit Fee a '$ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ Z BUILDINGADDRESS -\ Energy Plan Checking Fee $2.3.00 $ O PERMIT FEE $13:3:21M 1 LOTNO. SUBDNISIONS NAMEPARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 101 7.00 USEOFSTRUCTURE Solar or heat pump water heater 1 23.00 SFA Duplex ❑ Mobi el home E3 Other Water piping , 15.00 •00 \ ' SPECIFY Each gas water heater or vent '15. 0 TYPE OF WORK Gas piping system 1 - 5 outlets ( 15.00IS-00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 J:S.00 a q)� Mobile Home S G W 920.00 I Describe Work: �'R I o- too C PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 Main Service 22OOA OR LLEEss 23.001 Main Service 20- TO IOOOA 46.00 NEW CONST. DWELLING OCCUP, OR ADONS. ( h ACC. SLDS. So. 3,59 FT. NEW NS . MULTI -OUTLET NON-RESCOIO C ((17.501 r POWER APPARATUS SINGLE OUTLET CIR. • ' Ex. Occup. OUTLET OR FIXTURES 20 O BAL t .. .. ... FU(ED APPLNS. OR i Ex. Occup. ( .=PPM.) EA 5.00 Temporary Service 23.00 \(1 Mobile Home Facilities Misc. Wiring 20.00 23.00 0\ PERMIT FEE $ �\- MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hoodd Hood 30--m- 6.50 - Ventilation PERMIT FEE S Mobile Home Installation Fee $ ��- ; Energy Inspection Fee $ s ^t 1 Occ T TYPE TO ALF $ A I HA:. I D. FEES FLDOd I CDF _0 fCEL PVHD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work t AA indicated above for which fees have been paid. O (/ By Date _ I� I PERMIT EXPIRES ON rI I (Date) W • • COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APAICA TION DATA SHEET OWNER: 0 t I /Lp'` �.l�C ASSESSOR PARCEL NUMBER: , 0 Q n— C/ n O- Og U Proposed Building Use: _ Building Inspector: Q Date: 15 - � I -Cj tf At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ' Date Received By ❑ 1. All items have been submitted --------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ .Manufactured Home data and ati�ctions including Tie Down Specifications .------------------ $------___ --)------------------------------------------------------------- Impact fees as sho on the attached schedule.1+- ------------- -------------------------------- California Department of Forestry plan approval/f -- --� �l 01 _ ------ 13. Flood elevation certificate. ----------------------------------------------------- -------------------------------- 4. Sanitation and plot plan approval Health Department. -- -- - Ell 5. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use: P )< (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage gal Parcel. `i-j�� }❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy) - ------------------------- -- ❑20. Pre -inspection for -1. required. Request to Building Inspector on ❑21. Contractor's license informatiom.,N nber, Name Style, Classification). ----------------------------- 022. Workers' Compensation c'er and policy number. ----------------------------------------------------. ❑23. Owner -Builder Verification (,given to owner ❑, Mailed to owner 0) - ------------------------------- 177`` ❑2Wer of signatur au orFation- -------------------------------------------------------------------------- v orded copy of Agricultural Acknowledgment Statement. ------------------------------------------- 1:126. ------------------------------------------ ❑26. Letter of intent on building use. ---=------------------------------------------------------------------------ ❑27. Manufactured Home utility clearance.---------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. 4 El 9❑ 9. 0 43 A, ❑Grant , ❑ M.H. Title, ❑ Check to H.C.D $ Other: en you issue the permit, process as follows ❑ Mail to owner, ❑ ail tQ contractor. Telephone i and hold for pickup at office. ❑ Deliver with inspector. 5TYW CT-, r lel -7I2OUo Po 63/ 4 Applicant:4ynn__:�Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, 11' �P0046n Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ate: By. 1. Index permit application for the above items numbered: 1 ~ ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, &43uTding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was of the above6y ❑ phone, ❑ mail, ❑ Building Div' sj� counter, by D Plans reviewed by: Date: 'S Plans approved by: C-! Date: Sets of plans on hol 13 Plan Cabinet,. ❑ A.P. folder. Note transfer by: 45 Date: _ (Date) 0..y t E.H. SE ONLY Plot Plan Attaehad Floor Plan aeha Sant to B.OT TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance LN Owner Location AP# Plan Approved for: Sewage Dispos� Water Supt Public Private Wel Clearance for dwelling. Other ►-vP.1 i ►'�Q `�r1� C� Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 � -� -Z--�1 Date I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER _CA.P. to '10D - 0q0 PROPOSED BUILDING USE �' DATE 5- 31-01 RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ �'/2. SCHOOL DISTRICT FEES 'E�CQAIJ (paid at District Office) _ SHERIFF FEES (paid at Building Division) 2 ® �y Residential .................................... x $360.00 = 13(00.0-333 0 -0 d s Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ —x—=$ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. &151 RECREATION DISTRICT FEES D—tk,, aaM'1 �i 5 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 32/-f 3 2 � $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. Y'�IPPLICANT DATE 5-3 /,0/ Pursuant to Govern ent Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) .School District �` > Building Department No. A.P. Number 4t/+ 06— q (/ Jurisdiction: city County Property Owner Property Location/Address 17 Gt ddc� ,o o Subdivision Lot No. 1 I ......................... ................... ................................. ; / t € Sq. Footage 3 'Supplemental to (Group R) sion I Permit# '(No,foundation inspection); ...i......................................................... Sq;; Footage. / a (Including Exterior Roofed Areas) Date u 1U111y IL -P1 11-1— 0 i(Floor Plans reviewed by SchoobDistrict Personnel) District Identification No. TT / ' IJV P_14 ?-r) u NI' f/%� School District certifies that.- � a < zr_-- '_ (Applicant) 3'73'% (Street Address) (Phone Number) leu 4e VA /if C'fl 959 5 (City) (State) (Zip Code) 'has complied with the requiremenJof Resolution No. 00--4 by payment of $ Ata } , representing 9 square feet. i r AB 2926 $ FULL MITIGATION $ �`�Y �_- tf , f � 41 �� _-.ani �� ",:".•'�' � :L r 1 4 �s ,..j/ i /,.h School District Representative / fi ba' e f Paid by Check # Remarks: S Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this,,project is being reviewed_ under the California Environmental Quality Act ICEQA), this project may be subject to additional. school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm Jn ,i 4 . - BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATIOWAND PARK DISTRICT �" Assessor Parcel Number (s): �' �� "' '1710 • ` '""� - Property Owner.(s): Project Location/Address: lil ��" '/2Z4/a . Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): New Development ❑ Alteration/Addition Mobile Home.(s) Non -Residential to Residential r y uilding Division Representative Date Y; Durham Recreation and Park District (DRPD) certifies that 4" €s peel q V ohix_rK�i App licant Name Applicant Phone Number P.O. oy r3�3 .3-131 ad&4 'S Ln. Street Address u+t-e VdIlf!V rA City Stato.1 Zip Code has compligd with the requiremgnts of.the.Butte Cd{wnty Boa'.d of Supervisors Resolution. No -.-- t 93 - 114 by payment for square feet ata$ 1.04 per square foot for a total payment of $ a,4111. d >f : U�DRPD Representative Date k y, PAID BY CHECK No.: ?.. Remarks: ' r BANK No.:' I (,- 4 2 2 V '�. PAID BY CASH: . RECEIPT No: X398 9 DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION 3c- > G) m W DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: n m o z n o MC MATT THOMPSON 0 N ob. dame,: MTSPEC2 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor This design is for an individual building component not truss system. It has been based on specifications provided by the component manufa rer one in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimewl a o be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed'the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by directly attached, unless otherwise noted. Truss ID: A 1 Drw ' 001 ve Durpaae L-1.25 P-1.15 ®LLC braced by the roof or floor sheathing and the bottom chord is laterally a rigid sheathing material Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that Fabricate, handle, install and brace this truss in TC 2x6 LEL #2 Plat spec • Pmit 8I - 1995 TiUS I�SSIIN IS InE IN+1FMrM ItfSSEfl' CIF niiia truss is designed using the LBC -97 Cbi--. will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrasion. accordance with the following standards: 'JOINT DETAILS', by Tittswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Be Live 0 . C. Spacing 2- 0- 0 4005 Nortbpnrk Dr.. Colo Springs, CO 80907 BC 2x4 LEL #1 & Btr. CBl, BIR 2x4 LEL S hLE,TIPLE ILIAD 0SM. 131ci3 1 ` Yt� Jain Locatirns- Drtl Ratio: 1+360 7C: I4/480 P1� VALLES PER ICBG 1�I REIiiII' #1607. EmR= re=0111M S shun axe based ONLY on the truss material at �i boaxirg. Teres r, r; ai - Net Did 7c m u•� ixnne/boeart Line . I3� �eq�y B 1 0- oo Ics3dad f� to PSF rnrornaurert BOIL. <It is assutad that me face of this truss PLAN BP.Sm IN C��FN IIN I2 VALIFS. Bldg Leh 80.00 ft, B 40.00 ft 2 3 2- 5- 0 3- 9- 0 28 29 2- 5- 0 3- 8- 0 < is sh�thad with pl CEB, wood board Mir roof heir . 23.97 ft, nph 75 LBC St .lord Ooagzar-y, Dead Iced - 21.0 psf 4 5- 1- 0 30 5- 1- 0 < si".7 or If no., < addit,mal l�Gla trust be o`�s1�� on 5 6 6- 5- 0 7- 9- 0 31 32 6- 5- 0 7- 9- 0 � bear rig Sal �y �e mate files �e blod® 7 8 9- 1- 0 10- 5- 0 33 34 9- 1- 0 10- 5- 0 Cable stud �Y lateral bracing. See ,mom bi:- i deta,I . 9 10- 7- 8 35 11-. 9- 0 j�gable Lateral 1 in line with the dads Lane 10 11 11- 9- 0 13- 1- 0 36 37 13- 1- 0 14- 5- 0 nct btu: aac>aidtstecl wilese noted at herwise 12 14- 5- 0 38 15- 9- 0 �� lceA3 and tlx--= coririecticre are the responsibility of the bui_ldirig desigEr. 13 15- 9- 0 39 17- 1- 0 14 17- 1- 0 40 18- 7- 0 15 17-10- 0 41 19- 6- 4 16 18- 7- 0 42 19-11- 0 17 19-11- 0 43 21- 3- 0 18 21- 3- 0 44 22- 7- 0 19 22- 7- 0 45 23-11- 0 20 23-31- 0 46 25- 3- 0 21 25- 3- 0 47 26- 7- 0 22 23 26- 7- 0 27-11- 0 48 49 27-11- 0 29- 3- 0 2-5.0 i 4.40 4.40 4-40 3.5-0 3.5-0 a-" -f 40-0 1 6-5-0 24 29- 3- 0 50 30- 7- 0 2.5-0 6.5.0 145-0 14.5.0 17-140 21.3-0 25-3-0 29.3-0 35-8-0 25 30- 7- 0 51 35- 8- 0 26 35- 8- 0 17-10-0 t 17-10-0 1 2 3 4 5 6 7 89 10 11 12 13 141516 17 18 19 20 21-22 24 25 26 5 pp X23 -5,001 TYPICAL PLATE : 2-4 5.5 3.00 -3.00 0-.1;83-R0 5- 1 15-10-4 tt i 35-8-0-') ` r Lf 27 28 29 30 31 32 33 34 35 36 37 38 39 40 482 43 44 43 46 47 48 49 50 51 2.3_0 4.40 4-40 4.40 4-2-0 1 4-40 40-0 1 440 5-1-0 1 2-5.0 6.5-0 143.0 14.5.0 18.7.0 22-7.0 26.7-0 347.0 33-&0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX-20 ga.), positioned per Joint Report_ CaNpwous SUPPORT 8/3/2001 Scale: 1/8• - 11 ® B LU SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor This design is for an individual building component not truss system. It has been based on specifications provided by the component manufa rer one in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimewl a o be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed'the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by directly attached, unless otherwise noted. pf A WT:186 # FI = 10 ;��Ooe AA Wu: MI'SPEC2 Cuatcmer Name: DA ve Durpaae L-1.25 P-1.15 ®LLC braced by the roof or floor sheathing and the bottom chord is laterally a rigid sheathing material Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that Fabricate, handle, install and brace this truss in 7rC > 1 f Rep Mbr Bnd 1.15 TRUSWAL SYSTEMS will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrasion. accordance with the following standards: 'JOINT DETAILS', by Tittswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Be Live 0 . C. Spacing 2- 0- 0 4005 Nortbpnrk Dr.. Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 1 . 00 1)psiga Sped UBC -97 SUMMARY SHEET' by TPI. The Truss Platertnstitute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Drtl Ratio: 1+360 7C: I4/480 , TpS . 0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Wash'tngtoa, DC 20036. TOTAL 37.00 psf 4 k4AL 9 10 11 12 13 8-8-5 14 7�; 3 8-0 t 1_2� 7-11-2-•1 7-5-7 3-8-0 11-7-2 19-64 26-11-11 35-8-0 L4=6i Exp' 121 1102 C \F CALIF6R 8/3/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), scalet 1/80 - 1' Truss ID: Al 3 Drw : GOV 111 SU41-VVL obi Name: MTSPEC2 : 102.0 WT:171 # coo: MTSPEC2 ® EEG X -IDC ISP SIZE RE)2'D TC 2x6 DFL #2 Dentes the rzc�uirere3t. fcr lateral bracing t bracirr3U7C-97 ibis trues is designed using the 1 0- 1-12 1495 3.50" 1.59 1495 3.50" 1.59" BC 2x9 DFL #1 & Btr. WM 2x4 LSI, SV>» at earn locatirn shy. Iate al Q!,�g vluch inc:lude � or x bramrzj _2 s t Bldg eed Ye2x4 Flzi Tale 35- 6- 4 'IC DusFaee L -1k25 P-1.15 EFL spac RISI/'IPI #1995 4-12 ��er the�libilsys BR m -IT nay be uwrics^P/Q'� Line - No Fl y • B ft, S Flidtil - X0.00 ft Fa;cE 1-2 -2763 AXL RV CSI .04 .20 .24 T IIN IS , C1I1FC61IE 1�S2IIT M[d�ZFiE LOAD C� used f� �i� bracing an trus9m 24" oc. AlterratiNel , use �s�ed y Bld3 80.00 Mean roar - 23.97 it, nph - 75 Dead Icar1 - 21.0 2-3 -2763 OS .23 .28 Bg*um F�JII;SIIS sho n are based CNLY s®is Cr T - braces as elm ca UVB,Ql UBC Stud Psf 3-4 -3811 4-S -4388 .10 .28 .39 .08 .14 .23 an the truss mt ' l at each bearirri. Insciad far 10 PSF rtrn-orncxarst BCII+• SSi�ttsts standard detail CTJ01003160. P = VAVALL S PER ICBG RISE *KH FERTC #1607. 5-5 -5236 .18 .28 .47 FLATZITBASED IN CFd%SI IA4!?Flt VALLfS. 6-7 -5322 .19 .54 .73 7-8 -5496 .14 .42 .57 BC FORM AXL EW CSI 9-10 2504 .33 .22 .55 10-11 3648 .48 .17 .65 11-12 2952 .38 .20 .58 12-13 4855 .64 .29 '.92 13-14 5130 .67 .28 .95 W1B Fa;rE CSI PM FCPCE CSI 2-10 -192 .03 4-12 2517 .33 3-10 -1217 .61 5-12 -709 .23 3-11 -186 .05 5-13 269 .31 4-11 785 .32 7-13 156 .05 MX DFF1E{,RTCDJ ( 3-6-4 i 7-1-14 7-1-14 5-6-6 5-6-6 6-9-4 ; W999 IN Mi 11-1�) 3-6-4 10-8-2 17-10-0 23-4-6 28-10-12 35-8-0 L= -.41" D- -.53" 7 -.94" 17-10-0 ® Jeant roc+t{cs ® 17-10-0 '1 2 3 4 5 6 7 8 1 0- 0- 0 8 35- 8- 0 2 3- 6- 4 3 10- 8- 2 9 0- 0- 0 . 10 3- 8- 0 5.00 -5.00 4 17-10- 0 11 31- 7- 2 8-8 5 23- 4- 6 6 25- 0- 8 12 19- 6- 4 13 26-11-13. 7 28-10-12 14 35- 8- 0 3-4 5=5-5 g_g 7-11-6 ._ 2-4 8-10-15 24 ' SHIP 0 � � 4.6 3.4 3-1I1-9 4-10 =0-6-3 L MSJ'ON"9! y FS x_6.3 f J 5-8 1 ,`� F �c� QQ` `•,/ �� Q 7 a N C 5982 M M 3.001 A 1 -3.00 0-378 k4AL 9 10 11 12 13 8-8-5 14 7�; 3 8-0 t 1_2� 7-11-2-•1 7-5-7 3-8-0 11-7-2 19-64 26-11-11 35-8-0 L4=6i Exp' 121 1102 C \F CALIF6R 8/3/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), scalet 1/80 - 1' "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Plates and false frame Plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. : 102.0 WT:171 # coo: MTSPEC2 ® This design is for an individual building component not thus system. It has been based on specifications provided by the component manufac r d Cuetcmer Neale i in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensr De #LC - 10 DA B Lll SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loa design meet or exceed the loading imposed by the local building code and the paticalar application. The design assumes that the top ch Illy i braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise fe(ed of x.141 DusFaee L -1k25 P-1.15 ®LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any mvironmeat TC Des Rep 1&r Bad 1.1S will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss is � -4 p. C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northparit Dr.. Colo Springs. CO n0907 accordance with the following standards: 'JOINT DETAILS', by T;ttswal, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Carrell of America Standard Design R onsrbiliIIea HANDLING INSTALLINO//1�ND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB 91 Drive, Madison, Wisconsin 53719. The American Forest and Bc De 1 . 1 1�, ««sign Spec VBC-97 'IC: ' TPS . 0 Version T6.2.6 SUMMARY SHEET' by TPI. The Truss Plate]nstimte (TPI) is located at 583 D'Onofrio Paper Association (AFPA) is located at 1111 19th, Street, NW, Ste 800, Washington, DC 20036. TCYrAI. 3 : 00 t DP�1'itatio: 1469 LV480 1 job Name: MTSPEC2 0- 0- 0 Truss ID: A2 5 Drw : 01215041-004 EM X -IDC FVCP SIZE FM'D M 2i6 DFL #2 Iksrctea the regtizeret for• lateral bradrrg 'Ibis trues is designed using the 1 0- 1-12 2 35- 6- 4 1320 3.50" 1.50 1495 3.50" 1.59" BC 2x4 LFL, #1 & Btr. WEB 2x4 LEL SIFT & Btr. 4-12 ® at eacl locatlal eln"s►• Lateral h -acing eystens Quch irrlude diagaal or x -bracing are the ty of t2re building LEC -97 amde' B] ti3 F2rlesed 'Yee 'hues Lttatial � I3�t End 2me T` KRf E AXE, B*m CSI 2x4 IEL #1 Plat ANSI/'IPI - 1995 LS ME CO�IZE FST CE' da I? MICE rP ttaY be "�'a +�" o�im��l bra H, xica^e/Curare Lira - No �p �y B F11h3 80.00 ft, S FlLdth : 30.00 ft � 1-2 2-3 -2763 -2763 .04 .20 .24 OS .23 .28 1xsN MII.TLE3E I1]�D USES. trusem s 24" oc. ]ilt xxativel ,use T-kff"�� TnteNal Mom i 23.97 ft, nph 75 LEC St=cbxd�cy, Dead Load 21.0 psf 3-4 -3811 .10 .28 .39 BEARIM shower are based ONLY on the truss ttsterial at each bearing. sibs ra as slx� cn �t,et�s stanidard detail 0001003160. 4-5 5-6 -4388 -5235 .08 .14 .23 Loaded for 10 PSF riai-cann:xsit BEL• FL7�TE NAMES PER ICB0 FZFSEIB H FaUUU #1607. 6-7 -5321 .18 .28 .47 .19 .54 .73 PLA= BASED IN GREEN LU4 ER VALLES. 7-8 -5495 .14 .42 .57 BC ECKE AX, END CSI 9-10 2504 .33 .22 .55 10-11 3647 .48 .17 :65 11-12 2951 .38 .20 .58 12-13 4854 .64 .29 .92 13-14 5130 .67 .28 .95 Wr73 FQY£ CSI 4EB FaxE CSI 2-10 -192 .03 4-12 2516 .33 3-10 -1217 .61 5-12 -709 .23 3-11 -186 .05 5-13 269 .11 4-11 785 .32 7-13 156 .05 MAX IfFIA ca L/999 IN MlT1 31- (LIVE) LP -.41" D= -.53" `16 -.94" 1 0- 0- 0 8 35- 8- 0 3 ld 8- 2 10 3- 8- 0 4 17-10- 0 11 11- 7- 2 5 23- 4- 6 12 19- 6- 4 6 25- 0- 8 13 26-11-I1 7 28-10-12 14 35- 8- 0 7-11-6 4- T-0-6-3 =0-6-3 3-614 7-1-14 7-1-14 5-6-6 5-6-6 6-94 3-64 10-8-2 17-10-0 23-4-6 28-10-12 35-8-0 t 17-10-0 17-10-0 1 2 3 4 5 6 7 8 5.00 -5.00 8-8 8-10-15 SHIP =0-6-3 `;tomcF.OFtss/ ey,v 3-8-0 3.00 � -3.00 0-�8 G?�jy��C`��q��Z v ~ 15-10-4 �` �fy 2 Q 12 G, NO• rn M982 M M 9 10 11 12 13 14 EXp 1 3-8-0 7-11-2 7-11-2 7-5-7 8-8-531102 3-8-0 11-7-2 19-6-4 26-11-11 35-8-0 s� C Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.), AL ee 1/0 1' H11(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Plates and false frame Plates are Positioned as -shown above. ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor 8.0 WTs 166 # WOs MTSPEC2 This design is for an individual building component not truss system. It has been based on specifications provided by the component maned �e Custmer Names in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dim ire I # t ' , vDA erified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loa utilised on K 6 Ll! SAR MFG design meet or exceed the loading imposed by the local building carie and the paticular application. The design assumes that the top is Ity ;6,?-yp pace I,.1.25 P.1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise.' yy Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment the 44 11 00t pif Re�S Z&r Bad 1.15 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live �9 Q'0 ot- O.C. o TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Tryswal, 'ANSI/TPI 1', WrCA 1' - Wood Truss Council of America Standard Design p Rf 2- 0- 0 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef Design Sped OBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Wa Ratio: 06Q 1C: V48b TpS.0 Version T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington• DC 20036. • TOTAL 37.00 psf 0 ob•Name: MTSPEC2 Truss ID: A4 11 Drw : C001 215041 - EM X -LOC REA= SIZE ='D 1 3- 6- 4 1461 3.50" 1.56" TC 2xS DFL #2 BC 2x4 DFL #1 & Bts. armtes the rmpirmnert fcr lateral bracing ® at each locatsar sham. Lateral bra=zj UPEM RF21CClIN(S) • Stapfa�t 1 -33 lb 2 35- 6- 4 1372 3.50" 1.50" 4m 2x4 DFL S system t�aich incl de or xrbracing iys This _s is desicynd rasing the 1C F AXL 13IID CSI �S L SI(3J LS ME CCMP'CSrM RES[E,T CF' de��i���z�11 be B1dJ FYacleserl � Yes Rues i" �*i"' 1� 2afe 1-2 2-3 -255 -273 .02 .37 .40 Ol KMPLE IM CRISES. BEARM 34;IIRE 4WIS sha n are based ONLY veari f� oatirraaae lateral br'acirg on tsuee� epaoad 24" cc. Altexrstively, use •Int Ha> zi�ae/CbeEaa Lira . No Ftp y B ft, B ikh 70.00 ft 3-4 -2722 .37 .38 .OS .33 .38 an the trues tttaterial at h bearing. scala � T -braces as &nwa as IYtaet ml Bldg �]� 80.00 Meas roof heir t 23.97 ft, nph - 75 4-5 -3649 .05 .17 .23 PLATE VAILES PER ICBG RFSEAKH RECRr #1607. PL=r. BASED CN GZEEN LIMBER VALLES. Systatr3 standard detail COM003160. Leaded fa 10 PSF rasa onaaaxet BCiI,. UBC Stantlad Ocuaperacy, Dead Iced 21.0 pef 5-6 6-7 -4585 -4671 .14 .25 .39 .14 .45 .59 4 17-10- 0 11 31- 7- 2 7-8 -4891 .31 .35 .46 3-0 t t 6 25- 0- 8 13 26-11-31 BC I= AXL RU CSI 9-10 231 .02 .15 .17 2-4 � 3.4 3-11-9 - 410 SHIP Pip M�s 4lcc 10-31 2490 .31.29 .60 8 2 31-12 . 2408 .20 .31 .52 1J 8p X 12-13 4169 .54 .28 .81 I 5- t 12/3 02 13-14 4566 .59 .25 .84 t •"35-5'0� S%} q CN1L SOF 44B P= CSI 448 FCR= CSI 2-10 -433 .05 4-12 2185 .88 3-10 -2785 .94 5-12 -726 .23 3-11 200 .08 5-13 361 .15 4-31 153 .06 7-13 152 .05 MX DEn=CN ( 3-6-4 7-1-14 7-1-14 5-6-6 5-6-6 6-9-4 L/999 IN MEM 12(LIVE) Ir- -.33" D= -.43" T- -.76" 3-6-4 10-8-2 17-10-0 23-4-6 28-10-12 35-8-0 MAX DEF=CN (cart) • 17-10-0 17-10-0 ; 14/846IN MEM 9-10 Mata) ; r 1 2 3 4 5 6 7 8 L• .05" D• .07" T- .12" - Jcdrt loca icna ® r 5.00 30- 2 3- 6- 4 9 0- 0 8-8 3 10- 8- 2 10 3- 8- 0 4 17-10- 0 11 31- 7- 2 5 23- 4- 6 12 19- 6- 4 3-0 t t 6 25- 0- 8 13 26-11-31 8_8 S=5-5 7 28-10-12 14 35- 8- 0 7-11-6 _ 24 8-10-15 PROFESS/0 . 2-4 � 3.4 3-11-9 - 410 SHIP Pip M�s 4lcc TO -6-3 l X0-6-3 8 2 `6 No. 4 fit my 1J 8p X 3-4-8 3.00 ' -3.00 0_k8 Exp. I 5- t 12/3 02 15-10-4{� t •"35-5'0� S%} q CN1L SOF 12 CALIFORN\P 9 10 11 13 14 3-8-0 7-11-2 7-11-2 7-5-7 8-8-5 3-8-0 11-7-2 19-6-4 26-11-11 35-8-0 . 8/3/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), Scaler 1/80 . 1' "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Plates and false frame plates are positioned as shown above. ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. fI t is for individual building truss It has been based on specifications by the compon fa d e t 99.0 WT:166 # ciV'1r ' � WO: MTSPEC2 Caster Names This design an component not system. provided in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional aecur i o t r ' , D Lf , ld l .+ 13 iiiffFLLLCCC DA verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the I DarFaes L.1.25 P-1.15. Rep bhar Bnd 1.15 B Ell SAR MFG]braced ® LLC design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that th ch latera y by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, moth ' en Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in t 6 t a 4'.' � 0 f will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, installand brace this truss in BC �, 0 f ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Sprinp, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Trµcwal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING BIND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef Design Spec : UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 1 Dan Faitio: 060 Tc: u/8b lv 0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf 1 job Name: MTSPEC2 9 10 11 12 13 14 Truss ID:,A6 4 Drw : P01215041-006 3-6-4� 5-8-10 8-7-2 i 8-7-2t -29 14 ; BRv^ X -IDC TOOT SIZE RM -D `TC 2x6 EFL #2 Dentes the reglisete't fcr lateral ksacdng S" tntae is deeigVd vein) tale Code. 8/3/2001 1 3- 6- 4 2 35- 6- 4 1545 3.50" 1.50 1381 3.50" 1.50" BC 2x4 DSI, #1 & Btr. WEB 2x4 DSL SIS 1995 �Rj at arta l r>�t�*+ s1n�i. IaYeral bsaciisJ�� systerm vknch include or x- are the r��bility the building r 1osedT -Y es Thm TC I= AXE, END GSI PlatirxT spec : ADSI/TPI - THIS I SICiI L4 GE �rIE RE>= cF desi� BRACE IT tray be H=;aamloman Tine . Io 80.00 ft, S�j B 0.00 ft t 1-2 2-3 286 -1706 .03 .17 Ol .29 .21 .30 I4=PLE LCAD CASES. M shorn are based allY treed f catiri3 �txJ on trusses wed 24" cc. Alterralsively, use scabs cr fi-braoes as shorn an TYusal. Blag Igr Mean rock • 23.97 ft, nrh • iBC St adr= r Dead IcAd • rd O 75 21.0 pef 3-4 -1507 .01 .29 .30 on the truss material at �1 bearir'4. detail CD01003160. ---------- �� # IMIIN ---------------- 4-5 5-6 -1482 -1487 .02 .34 .01 .28 36 .29 PLATE VAIIES P112 ICi3C Rl l iz s #1607. I�ir�rat bLacirs3 is (by others) to rctatic See M-91 mrd Sytatets et�rdard Ict�ri9d f� 10 PSF norroznarst Bal. PLATT T; BASED IN t3ZEEI LIMBER ES' lir L.Plf L.Ioc R.Plf TC Vert 54.00 0- 0- 0 54.00 R.Ioc 35- 8- 0 I1�D+ .59 6-7 7-8 -1512 -2332 .01 .40 .02 .40 .41 .42 pa:evert A I/PPI 1-1995; 10. .4.5 and 10.3.4.6. TOTAL 37:00 pef BC Vert 28.00 0- 0- 0 28.00 HC Vert 20.00 11- 8- 0 20.00 11- 8- 0 35- 8- 0 .12 .00 BC FMCS AXE, END CSI 9-10 -218 .00 .14 .14 10-11 211 .00 .35 .35 11-12 1554 .15 .53 .68 12-13 2073 .21 .53 .74 13-14 2077 .21 .34 .55 WEB PC C£ fSI W[B PUXE CSI 2-10 -1404 .17 5-12 687 .28 2-11 1554 .63 7-12 -849 .53 3-11 -277 .08 7-13 298 .12 3-12 -274 .17 W999 (12 () : Ir= -.u" D. -.15" T-- -.260 MAX I>FI.ELITCN (cwt) I. .010IN MlM� 9-.002" 1' .030 ® Joint locations 1 0- 0- 0 8 35- 8- 0 2 3- 6- 4 9 0- 0- 0 3 9- 2-14 10 3- 6- 4 4 10- 7- 8 31 9- 2-14 5 17-10- 0 12 17-10- 0 6 25- 0- 8 13 26- 5- 2 7 26- 5- 2 14 35- 8- 0 3-63-6-4 5-8-10 8-7-2 1 8 -7 -?-i-2-2--14 3-64 9-2-14 17-10-0 26-5-2 35-8-0 17-10-0 F 17-10-0 1 2 3 4 5 6 7 8 -S.001 8-8 ./3- -8:01 ;A -1 8-10-15 SHIP =0-6-3 t Pprccs pN `. Ari Fss �FZ 9 � 2i m m 1 5982 X Exp. 12/31/02 \C/V1k- 9 10 11 12 13 14 3-6-4� 5-8-10 8-7-2 i 8-7-2t -29 14 ; 3-6-4 9-2-14 17-10-0 26-5-2 35-8-0 8/3/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), 13(j Scale:1/8° . 1' H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. AI Circled plates and false frame later are oeitioned as shown OV ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Cont tor, doe : Zj68 # WO: MTSPEC2 This design is for an individual building component not truss system. It has been based on specifications provided by the comp ofie m TPI AFPA design standards. No responsibility is assumed for dimensional aec.- east to b t Custcmer Nme: in accordance with the current versions of and DA B Lit SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads on this loading imposed by the local building code and the application. The design assumes that the tap chord is laterally design meet or exceed the paticular braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. 16 ps DurFaes L-1.25 P.1.15 ®LLC Bracing is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11500 pef. Rep Idbr Bad 1.00 shown will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .00 pef, O. C.3paoiag 2- 0- 0 TRUSWAL SYSTEMS 4ae5 Nonbparlr Dr., Colo Springs, CO 80907 accordance with the following standards: ']OINT D8TAl1S', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING r1ND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef Design Sped USC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dan Rat=io: If360 TC: I�/480 °Ips. 0 Version T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washingtod, DC 20036.. TOTAL 37:00 pef 06 Name: MTSPEC2 Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building compdnent not truss system. It has been based on specifications provided by the component manufacturer and dote in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions aro to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: A7 1 Drw : - 07 BIG X-L0C IWCr SIZE REVD 4C 2x9 DFL #2 Dantes the reWitMnet for lateral bracing chis trues is desig<�ed usistc3 the Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that pof 1 3- 6- 4 1545 3.50" 1.50" BC 2x4 DFL #1 & Btr. Sn ®' at each locatiah &=o n. Lateral bra M eystsre tknch itrlude �l or x bracing UBC -97 Cbds. B1� FYrl ceed •Yes accordance with the following standards: 'JOINT DETAILS', by T swat, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef 2 35- 6- 4 1465 3.50" 1.56" FEB 2x4 LEL plating epee • PMI/M - 1995 are the r�ti' cd the buildissl IYuee Iocatiah •Nat FYId 7[ahe Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036, TOTAL 37.00 pef ZL RIifE 070, BID CSI MISS DFSICN I3 'nE �1m RESSE.T CE d ' r SYBtete BRP�TT nay be -cat*-innus Hazicrate/Conal Line - No D� C�t�c�y • B 00.00 ft ft�� hLXZIZE 7� CASES. titeecif lateral bracing an B1dJ Ia]h��80s00 � 1-2 2-3 286 -1706 .03 .17 .21 . Ol .29 .30 BEARII� RE¢JIIMI+WIS shcun are based aU,Y an the tines material at each beerin3. trusses �aed 24" oc. Alterri iv&ly, use scabs or T-braoss as et%ah on uvs+al Mit iroof UBC Starve ¢d 0oapmcy, Dead Lid - 75 21.0 pef 3-4 -1507 01 .29 .30 I= VALIE9 PER ICED� IeW��Ei�AeRCdH REED #1607. Systeme et�d c -tail CD01003160. ----------I= WEE 1�DESI(N ICAM ---------------- 4-5 5-6 6-7 -1482 -1487 -1512 .02 .34 .36 .01 .28 .29 Ol .40 .41 n3 is IixzJ. see -�) ppzzeeuvss�� zzctatiat/t4�uxzJ. �� IIIlF4I2 VAiIES. IC Vest 54 Op oL- o- 0 54.00 BC Vert 28.00 0- 0- 0 28.00 35- I8- 0 co 11- 8- 0 59 7-8 -2332 .02 .40 .42 ADSI/'IpI 1-1995; 10.3.4.5 and 10.3.4.6. 11C Vert 20.00 11- 8- 0 20.00 35- 8- 0 .12 .00 BC FCFrE AX6 BID CSI 9-10 -218 .00 .14 .14 1 10-11 211 .00 .35 .35 11-12 1554 .15 .53 .68 12-13 2073 .21 .53 .74 13-14 2077 .21 .34 .55 FEB FQ3CE CSI GEB FCKE CSI 2-10 -1404 .17 5-12 687 .28 2-11 1554 .63 7-12 -849 .53 3-11 -277 .08 7-13 298 .12 3-12 -274 .17 lox IEFIFT'I'ICN ( L/999 IN MEM 11- 13 (LIVE) Ie -.11" D2 -.15" 76 -.26" MAR to=CN (Cant) L/999 IN MEM 9-10 WE) L= .0111 D- .02:' 7L, .03" ® Join Locatirne 1 0- 0- 0 8 35- 8- 0 2 3- 6- 4 9 0- 0- 0 3 9- 2-14 10 3- 6- 4 4 10- 7- 8 11 9- 2-14 5 17-10- 0 12 17-10- 0 6 25- 0- 8 13 26- 5- 2 7 26- 5- 2 14 35- 8- 0 3-64 5-8-10 8-7-2 8-7-2 9-2-14 3-6-4 9-2-14 17-10-0 I 26-5-2 35-8-0 17-10-017-10-0 'l 2 3 4 -'S 6 7 8 .00 8-8 F ,--358-0 � 9 10 11 3-6-4 5-8-10� 3-6-4 9-2-14 12 - 8-7-2 8-7-2� 17-10-0 26-5-2 13 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), H11(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. circled elates and false frame Plates are positioned as shown a 14 9-2-14� 35-8-0 Exp. 12/31/02 j(J771F � 8/3/2001 1 r ®WARNING B Lll SAR M FG Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building compdnent not truss system. It has been based on specifications provided by the component manufacturer and dote in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions aro to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBS:' 97 V017V#1 i Chk r Degan uf t #LC . 3 jwOi pre2 Meme Name r DA TC Live 16.00 pof DurFaoe L-1.25 P-1.15 LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC bead 11.00 Rep Hbr Bnd 1.00 ® Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that pof will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in IBC Live .00 pof O.C.Spaciag 2- 0- 0 TRUSWAL SYSTEMS 4443 Northpark Dr., Colo Sprinp, CO 80907 accordance with the following standards: 'JOINT DETAILS', by T swat, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef Design Spec .UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Instituto (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and ... 6- Dan Ratio: 060 !C: I4/480 .7p5.0 Version T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036, TOTAL 37.00 pef 4 ob. Name: MTSPEC2 1 0- 0- 0 Truss ID: A8 2 Drw : GOU1 `115041-UUt3 ERG X -IDC RPACI' SIZE REQ'D TC 2X6 LEL #2 the rea,i*� for lateral bracing This tzuas is desigredusirng the 1 0- 1-12 2 11- 9-12 531 3.50" 1.50" 1619 3.50" 1.50" BC 2x4 IEL #1 & Btr. WEB 2x4 LEL Sly eDV- x31 locus el m. lateral bracing system tdrich irrlucle �aq�1 or x -bracing IBC 97 Cbde. Bldg Fyrl^,s.A - Yes lYs>ee T" 3 35- 6- 4 1075 3.50" 1.50" . ADSIIM - 1995 �II+T C&' 7M �TrA are the r17 sty c�thb lild zJ be an d7C B Rax i rsa,r, Line 80.00 $, H� $0.00 ft 'IC 1-2 FZTXE 376 AM EM CSI .21 .21 LC DD 0 S. BUMM RE,7jn I'gNLS st=n are based aqX 1 f�'�tixuan�g trusses s 3 24" oc. Alr �,vely, use Bldg L�/1� a Mss root m 23.97 ft, treks 75 Ind Ind 21.0 2-3 424 .04 .21 .25 cn the truss material at each bre3rirr3. PyaE VAIiES PFR It>3C I `F�l i RE II #1607. sibs or T braces as shorn rn IYveaal Syst ate starred detail 17301003160. IBC Star�ad�� psf ----------ICAD MICK Ifg1L8 ---------------- 3-4 4-5 452 -474 .06 .19 .25 Intim of irate "'^'' beaxargs s}nuld be Icadad for 10 PSF rrn aornurst BQS,. Iht L.Fjlf L.Ioc R.P]f R lac II4/`!L 5-6 -489 .00 .19 .19 .00 .27 .27 clearly merited m each trues. Interim support m ttetpmra2y ettmauz3 mist befcuz this trues• TC Vert 54.00 0- 0- 0 54.00 35- 8- 0 .59 BC Veit 28.00 0- 0- 0 28.00 11- 8- 0 6-7 -514 .00 .48 .48 ksacnEr ON others) to be in place ere BASED IN Q�IIQ VALIES• .12 BC Veit 20.00 ]1- 8- 0 20.00 35- 8- 0 .00 7-8 -1386 01 .48 .49 Tae st zetatic irH See H B-91 aryl PiATDn I/IPI 1-1995; 10. 4.5 arra 10.3.4.6. BC PMM AXI, BDA GSI 9-10 306 .04.16 .20 10-11 301 .01 .20 .21 11-12 -346 .00 .36 .36 12-13 1206 .12 .41 .53 13-14 1210 .12 .41 .53 WEB F= CSI WEB ECCE CSI 2-10 200 .08 5-12 95 .05 2-11 -648 .42 7-12 -917 .57 4-11 -1203 .52 7-13 323 .13 4-12 905 .37 I{/999 IN MEM 12- (LIVE) Li- -.09" D- -.12" T= -.20" - Jcirt Lamticns 1 0- 0- 0 8 35- 8- 0 2 6- 2-12 9 0- 0- 0 3 10- 7- 8 10 6- 2-12 4 1].- 9-12 11 11- 9-12 5 17-10- 0 12 17-10- 0 6 25- 0- 8 13 26- 5- 2 7 26- 5- 2 14 35- 8- 0 T 7-11-6 1= 0-6-3 6-2-12 , 5-7-0 i 6-0_4 8-7-2 9-2-14 6-2-12 11-9-12 17-10-0 26-5-2 35-8-0 17-10-0 17-10-0 1 2 3 4 '5 6 7 8 8-8 9 10 11 12 13 6-2-12 . 5-7-0 6-0-4 8-7-2 6-2-12 11-9-12 17-10-0 26-5-2 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H11(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. t 14 9-2-14 35-8-0 9-4I-10 PFiOF(SS/O� SHIP ����y �.�. M �� try 0-6- 4; Q 2• Q- f rt -1 No. 48 * EX . 12/31/:'2, NK C . 8/3/2001 Scales 3/32• - 1' ® WARNING Read all notes.on this sheet and give a copy of it to the Erecting Contractor.TBPs This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done •3�,1Wrv1k f#1 Chk j `ay -1, i�, y I W°t rrrsPEcz Custasner Names in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: #I,@ ()# venfied by the component manufacturer and/or building designer prior to fabrication. The building designer must astxrtain that the loads utilized on this . TC Live 1606o pdT% h&k9bs L-1.25 tP-1.15 B LU SAR MFG. design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. be in TC Dead 11.00 paf Rep I4sr BtSd 1.00 Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not placed any environment that will cause the moisture content of the woad to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live :.00 psif 4,C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Tntswal, 'ANSf/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING pND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec MC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and C Dea MAO: 060 IC: TWO W.0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 3740 psf job Name: MTSPEC2 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be ven , by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized an this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: A9 1 Drw : - 009 BrG X -LOC FUZZ SIZE 03D'D 'IC 2xS LFI, #2 Dnotes the reja lmen- fcr lateral bracing 'This tree is deeignsd rasing the 1 0- 1-12 2 11- 9-12 531 3.50" 1.50 1618 3.50" 1.50" BC 2x4 LFL #1 & Btr. WEB 2x4 LFL SIS at each lcmt at shover. Lateral bracing CH i tdhict include cr x bracing are the z�a�eibility the building LBC -97 Cbds. �R=lneed - yes FYtd 2ahe - 3 35- 6- 4 991 3.50" 1.50" Plating spec - AIBI/IBI - 1995 TEII.S LE4I(V IS BE CU4FMrIE IiESSE,T CF c�s�'�� 'Rtaswal BRACE -TT tray be zr = u,•*;�•,�/Otx� Line . No �j gay B ane/c es Leh 80.00 ft, B W13h 10`00 ft ZC fl3RCE 1-2 -376 AXL EM GSI KZa7 E LOAD CASES. sukRim T shmet are based Cti1,Y Used c3.inr,+o br-acia<r3 rn trssen woad 24" ac. Alr�*,vely, use BId3 j Iii roof heirgbt - 23.97 ft, trph - 75 2-3 423 .00 .21 .21 on the truss matesmal at �t bearng. scabs or T-bffaoes as sheat et .at1i al LBC StmhcT�d Dead Lwd - 21.0 psf 3-4 451 .04 .21 .25 .06 .19 .25 ELS VAUES PER ICBG RE30 ICH R)�' #1607. be Systere star�rd detail OJ01003160. Lcedad for 10 ESF rnroantazat BOIL. ------- --LCPD��IFSIIN LORM ---------------- Dir L.Plf L.Loc R.Plf R.I= LLeM 4-5 -474 .00 .19 .19 tnrarirn of iltericr bearings sihaild clearly tstarimd m each truss. Intericr s4*at cr terpm-zay sl m*q mtat TC Vert 54.00 0- 0- 0 54.00 35- 8- 0 .59 5-6 -489 6-7 -514 .00 .27 .27 .00 .48 .48 Perma et t bracing is recgired OX cthas) to be in place be£cre exerting this truss. BC Vert 28.00 0- 0- 0 28.00 11- 8- 0 .12 BC Vert 20.00 11- 8- 0 20.00 35- 8- 0 7-8 -1386 .01 .48 .49 17revert rotatiah/t See I IEI-91 aryl EL?'= BASED W GREEN LLMEER VALIES. .00 3 A I/TPI 1-1995; 10. 4. ani 10.3.4.6. BC FUKE AXL BM CSI 9-10 307.04 .16 .20 10-11 301 .O1 .20 .21 11-12 -346 .00 .36 .36 12-13 1206 .12 .41 .53 13-14 1210 .12 .41 .53 VM FCRCE CSI 4FB F= CSI 2-10 200 .08 5-12 95 .05 2-11 -648 .42 7-12 -917 .57 4-11 -1202 .52 7-13 323 .13 4-12 905 .37 6-2-12 5-7-0 6-04 8-7-2 9-2-14 --1 MAX »�IArIIN ( e�� L/999 IN MEM 12-13 (LIVE)6-2-12 11-9-12 17-10-0 26-5-2 35-8-0 L= -.09" D- -.32" T= -.20" 17-10-0 t 17-10-0 t Jmrt Lncaticns - 1 2 3 4 5 6 7 8 1 0- 0- 0 8 35- 8- 0 . F-5 -00 2 6- 2-12 9 0- 0- 0 . -5.00 3 10- 7- 8 10 6- 2-12 4 31- 9-12 11 11- 9-12 8-8 5 17-10- 0 12 17-10- 0 6 25- 0- 8 13 26- 5- 2 7 26- 5- 2 14 35- 8- 0 S=5_53-4 S=5-5 7-11-6 3-4 �O9?,OFESS/o 8-10-15 y �• MESS h� SHIPUj 4-4 ��0. T4)-6-3 1.5-4 Irl �44X0-6-3 6-6 1.5-4 -Cr 82i "AL, 35-8-0i 9 10 11 12 13 14 9, . 6-26-2-125 7-0 6 -OA I 8-7-2� 9-2-14 C!� 6-2-12 11-9-12 17-10-0 26-5-2 35-8-dY�® Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), r OVER 3 "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report._ Exp. 12/31/02 8/3/2001 Scales 1/80 - 11 ® B Lll SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be ven , by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized an this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBBs 10V3 �WTf17{4o�1 Chk: 'I,, i% Dognr s #Lr,PDA WO: MTSPEC2 Oust. N., TC Live 1 ps£' i�tzrPaes -1.25 P.1.15. ® LLC braced by Ore roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. buckling length. This be in any environment that r TC Dead 11.00 . Rep I&r BnA 1.00 Bracing shown is for lateral support of components members only to reduce component shall not placed will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .00 pef O.C.Spaeiag 2- 0- 0 TRU,S'WAL SYSTEMS 4445 Northpark Dr.. Colo Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Tryswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING ND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef .•: Design Spec UBC -97 .Dda SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and bio: If36Q •TC: I/48b TpS . 0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 70036.. TOTAL 37.00 pef 4 job blame:, MTSPEC2 Truss ID: A10 Qty: 1 Drw EIIiG - X -IDC F4V= SITE F071) 7C 2t6 EFL #2 •• [In =PLATE M3dL4LR uSE+ see Joint Report- 'Oris trams is designed using the 1 0- 1-12 570 3.50" 1.50" BC 2x4 DFL #1 & Btr. Pla PDSIgj - ]995 ZI�S�7S THE t31+BC1STIE RESL= CE LBC -97 nide. Sld3 Ftrlrurxi = Yes 2 11- 9-12 3 23-10- 4 4 28-10- 1 2169 3.50" 1.94" 1183 3.50" 1.50" 922 3.50" 1.50" VM 2x4 I&L, S1� CBI. EX 2x4 LEL S11� PLATE VALL&S PER ICED 1 1 REYCIa' #1607. NLL'r= LCM CASES. BFAR= X15 shout axe based CNLY • Txus4 IOCatiA1 = I3ct Slid late Hurrice a/Ooean Lim = No FEW �tegDYY Ffidth - B h0.00 ft 5 35- 6- 4 346 3.50" 1.50" Loaded for 10 PSF non-ocac urralt. BCiL. Rltaior mppcnt or tetgorary shoring rust m the truss natesial at each '�. Locatiort of intersar bearzrsgs sttouJn be Bldg Length - 80.00 ft, H� Nk�i roar = 23 97 ft, nph = 75 LBC Startctdheld�, Dead Lid . 21.0 psf TL FL%E AM END CSI be in place before exectisr3 this truss. clearly tttaxiced rn [suss. # ISI IGg111S ---------------- 1-2 -309 .00 .41 .41 r-hle blocks are 2x 4 ® 16.0 in. o.c. WX. c1t is assured that ore face of this truss Perrtatatt tracing is (bar od=s) to rotatiat/t�ig. See HIB -91 arra �/TFI ----------LCfrtD Dir L.Plf L.Iac R.Plf R.Ur Lie3L 2-3 839 .09 .41 .50 < is sheathed with pl, )d Q0., wood board Pl 1-1995; 10. .4. artd 10.3.4.6. TC Vat 64.00 0- 0- 0 154.00 17-10- 0 .50 3-4 898 515 .10 .45 .55 < siding or kaniao siding. If rut, PLAMG BASED CN C12FII�1 UMBER VALLES. TC Vert 154.00 17-10- 0 64.00 35- 8- 0 .49 4-5 .02 .45 .47 43 <r,�l l��mistbe y�� BC Vat 28.00 0- 0- 0 28.00 BC Vat 20.00 11- 8- 0 20.00 11- 8- 0 .00 35- 8- 0 .00 6-7 7-8 87 326 .04 .02 .43 •47 .37 .39 < rtrn-aattinumis bearing �e � � y ar `' -Attachea�daxy d>ati ( �n„a� Mrith 2-4 plates (ac4) ar 3-6 (26) at 24" lardar 8-9 519 .06 .37 .43 cue �� �Y ��l � ay Thin sl y�gable hracirt4 c�tail (s) . o.c. implied ut adiitirn to , he l The tcp BC 10-11 ECKE 251 AXI, BSD CSI .26 .29 Lateral in litre with the 3xarls hr a not been cormidaed unless noted othexwi-se• the latirzJ shag[. eeoatd�y t}, pbe rntc3ied far awl oola�s as "fir needed. D5 Kot' K7ILH mmm Sian By (•::) 11-12 243 .03 .03 .21 .24 These loads and their oonnectiais axe the . 12-13 -734 .00 .31 .32 resp7mi il;ty of the building- design-. 13-14 322 .01 .31 .33 14-15 322 .01 .32 .33 15-16 -265 .00 .32 .32 16-17 -349 .00 .19 .19 17-18 -369 .00 .19 .20 6-9-15_� 4-111113 ,, 66-0-4 6-0-4 4-11-13� 6-9� WEB ID ECRB 218 CSI .09 WB E� CSI 5-15 -354 .41 6-9-15 11-9-12 17-10-0 23-10-4 28-10-1 35-8-0 2-12 -1050 .55 6-15 479 .19 4-12 -1673 .59 6-16 -1236 .43 i-2 7t 10-0 :1 4 .4 6 W-10-0 g q_. 4-13 842 .34 8-16 241 .10 5-13 -765 .88 8-17 -767 .31 r 5.00 -5.00 LV9999 X13 -1� I, -.06" D= -.08" T= -.15" T I 7-5-7 1_ 0-0-4 8-0 S=5-5 3S=5 3 8-5-0 1.54 3(' 3-4S 5-4 22'0-0 Jnt 14 S=5-6 [Pr'1l 35-8-0 r ' 10 11 12 13 14 15 16 17 1 6-9-15 _ 4-11-13 10-0-8 1 6-11-13 { 6-9- 6-9-15 11-9-12 21-104 28-10-1 35*6' � PICAL PLATE 1.5-3 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), ' OVER 5 SLIPPOIiTS "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report.` PROFESS v O C5982 Xrn gyp- 1 2� 1102 \cNIL 8/ 3/2001 Scale: 1/8" - 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBFr)r208.0�3 f,41 WO: MTSPSC2 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done cam; "� '� C1rst0®er Name: in accordance with due current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be ® DsgnrDA ffBLUSAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on thisa design meet or exceed the loading unposed by the kcal building code and the paticular application. The design assumes that the top chord is laterally TC Live A6,00'peiN DurFacs L-1.25 P.1.15 bracedbythe rooforfloorsheathing and the bottom chord is laterally braced by a rigid sheathingmaterial directly attached, mdessotherwise[toted. �,LC Bracingshown is for lateral support of components members only to reduce buckling I This component shall not be laced m an environment that TC Dead 11. O'.psf Rep Mr Bad 1.00 PPo P� Y m8 �• Pem P Y will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Litre .100 psf O.C.Spacing 2- 0- 0 USWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSMI 1', 'WTCA F - Wood Tess Council of America Standard Design S Northpark Dr., Colo Sprin;s, CO 90907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef Design Spec UBC -97 SUMMARY SHEET' by TPI. The Tess Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: 1x/360 7C: W36 Tp5.0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL. 37.00 pef job name:- MTSPEC2 Truss ID: B 1 Drw t COO 1215041 ' 01 'IC 2x6 rFL #2PlatirzJ c PNSVM - 1995 ft 97 IS 'ham w6csr1E RESE Cf' 'This trues is designed using the x-97 axle. BC 2x4 rFL #1 & Btr. GEL. EILK 24 TFL Sn*114Im 'T MiII FLE I= CASES. EE%RIM Rq�JIIi NIS slnrat are based CNLY Bld3 I1rlosed =Yee Tnass T rrsati e s f o Net EI -A Zone Jodrtt Incatirne PLATE VALIES PER ICBG RESF74ib�i RETW #1607. Fled for 10 PSF rlon-ornaa rerA: BCi.I�. m the trues tret�ial at r bearing. Eli ricane/Oran Lire . N� B " 30.00 ft 1 0- 0- 0 22 0- 0- 0 <It is assured that ale face of this truces PLATIN BASED CN GZEEN IIPffi2 VALLFS. Bldg 80.00 ft, Manu Ileigllt a 22.73 ft, a 75 2 3 2- 7- 0 3-11- 0 23 24 2- 7- 0 3-11- 0 < is sheathed with pl CSB, wood board cedq:h LEC Standard Oaezyutaicy, Dead Irnd 21.0 pef tatx 4 5- 3- 0 25 5- 3- 0 < Sidi or si"C . If not, < additiaal loads must be of BI& ed On 5 6 6- 7- 0 7-11- 0 26 27 6- 7- 0 7-11- 0 < rm-errhinrnra bWlT. es. blodrs. 7 8 9- 3- 0 10- 7- 0 28 29 9- 3- 0 10- 7- 0'lat�`d use a st�lee gable �• See Ti�as,als gable braarrtg detatl(s). 9 11-11- 0 30 11-11- 0 Decal 1 de �ss a d>cthe lave 10 13- 3- 0 31 13- 3- 0 ri aided �� cn bets ed u 11 14- 0- 0 32 14- 9- 0 tncthe ds are the loads acid their 12 14- 9- 0 33 16- 0- 0 the biildiMc=iectide req-ibility of the building designer. 13 16- 1- 0 34 17- 5- 0 14 17- 5- 0 35 18- 9- 0 15 18- 9- 0 36 20- 1- 0 16 20- 1- 0 37 21- 5- 0 17 21- 5- 0 38 22- 9- 0 18 22- 9- 0 39 24- 1- 0 19 24- 1- 0 40 25- 5- 0 20 25- 5- 0 41 28- 0- 0 21 28- D- 0 T 5-5-9 1MO-6-1 2.7-0 4a0 40 .3-5-0 3-5.0 40.0 i 4-a0 2.7.0 6-7-0 10.70 140.0 175-0 21-5.0 25-5-0 14-0-0 -114-0-0 1 2 3 4 5 6 7 8 9 101112 13 14 15 16 17 18 19 20 21 F4 2 5- r ' 22 2r 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 �OQI,OFESS/OH9` 6-5-0 `�iQ y M,6 SHIP cc rn9 No. .5962 X Exp. 12/31/02 s,, _ cl .P 2-7.0 4-&0 4� 42-0 440 i 40.0 5.3.0 2.7--0 6-7.0 147-0 149.0 18-9.0 21-9-0 28.0 0 , 40 t{ 8/3/2001 TYPICAL PLATE . 2 4a Truswal Systems Plates are 20 ga. unless shown by "18" (18 ga.) , OVER COITlI��i�3 Scales 1/8. 1' "H" (16 ga. ) , or "MX" (TWMX 20 ga. ) , positioned per Joint Report. Circled Plates and false frame Plates are positioned as shown above. ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 9f.0 :1 Wot MTSPEC2 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneChkt A cmer Xmas in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions aro to be B LlI SAR MFG]Bracing verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degars #Lei 1 design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.00 psf DurFaas L.1.25 P.1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that I TC Dead 11.00 pef Rep.Idbr Bnd 1.15 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .00 pef O.C.Spaeing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPl 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec DW -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Ddl Ratio: 14/360 1c: I4/480 Tp'$.0 Version T6.2.6 Paper Association (AFPA) is locoed at 1111 19th Street, NW, Ste 8W, Washington, DC 211036.• TOTAL 37.00 pef ob.N me; MTSPEC2 AXL END Truss ID: B 1 1 1 Dirwg-.-CO01215041-011 BRG X -IDC RE T SIZE RI Q' D TC 2x6 rFL #2 ADSItM - 1995 This nurse is designed using the 1 0- 1-12 1240 3.50" 1.50 BC 2x4 EFL #1 & Btr. IIILS IE9I ]S ME: (I'I9WrIE RE=Cf' M MPLE IDAD CSI,SES. TBC -97 �. Blct3 E]rlosed - Yee 2 27-10- 4 1240 3.50" 1.50" FEB 2x4 LEL SIAN34FD PLZME VA M PER Ian R£SnFCH REP= #1607. BEiaRII� FSgjnM7ENIS sho n are based (MY Taves 7 tet; �, -Not &Id Zcna TC FLl AXL Ii1D GSI Iterled for 10 PSF rrn-arna 7rerit BCI on the truss nutexial at each bearing. uTM^�'+A/oal Line m Iia j � y B Widt21 40 ft 1-2 -2250 .03 .16 .19 MAX rEFtE `rICN (epm-1) • PLPaMU BASED CN GUN III�R VAUES. Bldg Len 80.00 ft, B 00 Meen zocE height - 22.73 ft, nph - 75 2-3 -1986 .02 .18 .21 IR -.14" D- -.18" 76 -.32" LBC Standard OaaVmry, Iniad Iced - 21.0 psf 3-4 -1986 .02 .18 .21 7 9- 7- 1 4-5 -2250 .03 .16 .19 BC F= AXL END CSI 6-7 2069.19 .34 .54 7-8 1390 .13 .34 .48 8-9 1390.3.3 .34 AS 9-10 2069 .39 .34 .54 FES FQKE CSI FEB FL1ifE CSI 2-7 -386 .09 3-9 629 .26 3-7 629 .26 4-9 -386 .09 MAX rEFtE `rICN (epm-1) • 14/999 IN M4 7-8 (LIVE) IR -.14" D- -.18" 76 -.32" � Jcdxtt 1 0- 0- 0 LccaticnB 6 0- 0- 0 2 7- 4- 9 7 9- 7- 1 3 14- 0- 0 8 16- 0- 0 4 20- 7- 7 9 18- 4-15 5 28- 0- 0 10 28- 0- 0 7-4-9 6-7-7 6-7-7 7-4-9 74-9 14-0-0 20-7-7 28-0-0 14-0-0 14-0-0 1 2 4/3 4 5 4.25 -4.25 8-8 T�O gp,OF ESS/pN\ 65-0 I(1-6- JSHIP �, Q G 045982 X Exp. 12/31/02 sr CNI1. �P 2870 dF CALIFOPa 6 7 8 9 10 40 9-7-1 8-9-14� -79 1 9-7-1 18-4-15 28-0-0 40 t 8/3/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.),�y,�' Scales 1/8. 1' "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled lates and false frame lates are ositioned as shown above. A ® WARNING Read all'notes on this sheet and give a copy of it to the Erecting Contractor. TBHs 69.3 wast 12� # j,�sPEC2 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneChk s fdst&br Name s in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsre ato be st [ B Lll SAR MFG]braced verified by the component manufacturer and/or building designer prior to fabrication. The building designer muascertain that the loads utilized an this Dsgar s #LC . 1 DA design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.00 ps f Dn PaCca L-1.25 P.1.15. ® LLC by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. �., Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.00 paf Rep D'Jbr Bnd V 1.15 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, Install and brace this truss in BC hive .00 ps f O. C. Spaolag 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Tryswal, 'ANSUTPI 1', 'WTCA 1' - Wood Truax Council of America Standard Design 4445 Northpark Dr., colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING TND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 paf Design. Spec UBC=97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dan R&i:o: 14/360 1TC: IVJ80 Tp .O Version. T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washingtot , DC 20036.. TDTAL 37.00 psf Job. dame: MTSPEC2 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: B2 1 Drw ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and dose in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be l Customer Name: 7C 2x6 EFL #2 Plating spec • ANSI/'IPI - 1995 'this truss ie designed using the DA B �,u SAR M FG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design the loading imposed by the local building code and the application. The design assumes that the top chord is laterally, BC 2x4 DFL #1 & Btr. THUS TESIIN IS THE 034FOSITE FM= CF LBC -97 suis. TC 6.00 DurFaee L.1.25' P.1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce bucltl'utg length. This component shall not be placed in any environment that (BL ELK 2x4 EFL Sim MMRE LOAD CASES. Blclj Etrlceed = Yes KIE=% J Locations = 1 0- 0 0 21 3- 4- 0 P1A1E VA= PER I®D RE5E3 RKH REI FU #1607. Icaded for 10 PSF ran-oaaauzaat. BaL. BFARIM RQ�JIl7I�IJIS B1ira axe based my on the truss material at aha bearing. = Not End 2cne Elari�ale/Ot al Line = No F �eq�y B ft, BSdg LGc�h @ 30 00 ft 2 3- 4- 0 22 4- 8- 0 <It is assLimed that one face of this truss PLATII� Ei�SED IN C3�>T1 ILPIf¢I2 VALLES• Bldg Length 80.00 Melaa aecd heic 22.73 ft, ttph - 75 3 4- 8- 0 23 6- 0- 0 < is sheathed with pl CSB, w -cd board < siding siding. If rot, LBC Stated t2aaaE�mcy, Dead load ' 21.0 pef 4 5 6- 0- 0 7- 4- 0 24 25 7- 4- 0 8- 8- 0 < adiiticnal loads mast be camidered on 6 8- 8- 0 26 10- 0- 0 < mom btnrg m' used on gable mod®' 7 8 10- 0- 0 11- 4- 0 27 28 11- 4- 0 12- 8- 0 �y lateral �i(See 9 12- 8- 0 29 14- 0- 0 g Lateral lin lire with the dads have 10 11 14- 0- 0 15- 4- 0 30 31 15- 4- 0 16- 0- 0 rnt baso caisih3ed imams rrted otherwise. 12 16- 8- 0 32 16- 8- 0 These loads and the r conn ctimB are the 'l; 13 18- 0- 0 33 18- 0- 0 i of the brie des �� �' darn jGr—' _ 14 19- 4- 0 34 19- 4- 0 15 20- 8- 0 35 20- 8- 0 16 22- 0- 0 36 22- 0- 0 17 23- 4- 0 37 23- 4- 0 18 24- 8- 0 38 24- 8- 0 19 28- 0- 0 39 28- 0- 0 20 D- 0- 0 TYPICAL PLATE : 1.5-4 34-0 �, 4-&0 40-0 4-0-0 4-0.0 40-0 48-0 i 3.4-0 7-4-0 11.4.0 134-0 194-0 23.4.0 28.0-0 14-0-0 , 14-0-0 ; 1 2 3 4 55 6 7 8 9 10 11 12 13 14 15 16 17 18 19 _4 251 F 4.25 66 24 24 �2�1 t 2- I2 Q- 20 21 22 2.? 24 23 26 27 28 29 303132 33 34 33 36 37 38 39 3-4-0 440 40.0 40-0 4-0.0 4-&0 48-0 34-0 7-4-0 114.0 15-4-0 194.0 23-4-0 28.0.0 I Z// Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), 0V2 11H11(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. + ,6 T 6-5-0 MO -6 - SHIP No. 0145382 � Exp. 12/31/02 SOF SOF CAtAEOj 8/3/2001 Scaler 1/80 . 1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 4?� Se # Wo: MTSPEC2 ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and dose in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be l Customer Name: De t DA B �,u SAR M FG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design the loading imposed by the local building code and the application. The design assumes that the top chord is laterally, meet or exceed paticular TC 6.00 DurFaee L.1.25' P.1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce bucltl'utg length. This component shall not be placed in any environment that TC Dead OO pp / ET M- Bnt7 Y.15 will cause the moisture content of the wood to exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live fi0..pef ~ O: C. Spacing 2- 0- 0 T 45 Norm . SYSTEMS seas Northpark Dr., Coto Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Tyuswal, 'ANSI/TPI 1', 'WTCA 1' - Woad Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 paf " Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and IDefl Ratio: L/360. M. 1441#0 TP5.0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th.Street, NW, Ste 800, Washington, DC 20036. TOTAL 37:00 pef �' job Name:- MTSPEC2 M FAKE CSI Truss IDs B3 1 Drw : 1-013 EM X -LX Faf7= SIZE rm,D 7C 2rt6 DFL #2 Pla*i*+� spec : ALSI/'IFI - 1995 '-1ZS % '-E C�PiE 1�E = Cr '-lie tnses is designed using the LBC -97 axk.s - Jcirt Lccstime 1 0- 1-12 2 27-10- 4 1352 3.50" 1.50" 1352 3.50" 1.50" BC 2x4 rEL #1 & Btr. WEB 2x4 DFL Std IS MCiTIF'iE IOT+D CP,�S. Y� TM�„ ME=-2tt lid 7� 16- 0- 0 4 20- 7- 7 9 18- 4-15 5 28- 0- 0 10 E E VALIES PER ICBG FMMRQi IW' #1607. HSI+. EMM id�TJIIMWIS eha n awe based CMW cn the trues material at exit beex-Irg. zree � Hizr �p/caean Line I3� F qty B 7C F= AXL BND CSI Icadad f� 10 PSF rrn oar�azt PLATIN mSM IN CREZIII U14ER VAILES. Pmxnarra't btaezirs; is Ox others) to B1dJ 7sgth 80.00 ft, S Width ft, 10.00 ft 75 1-2 2-3 -2475 -2210 .04 .20 .24 .03 .21 .24 >aevat rntatirn/� See HIB -91 artd ADSI/'IPI 1-1995; 10. .4. aryl 10.3.4.6. Near zoo g - 22.73 nph - LBC St�ud�, Dead Lead - 21.0 pef 3-4 -2210 .03 .21 .24 --- -- LaD�# IIN I ---R.Iac 4-5 -2475 .04 .20 .24 Dir L.Plf L.Ioc � LLV1M 'IC Vert 54.00 0- 0- 0 54.00 28- 0- 0 .59 FLiL� AXE, IIID CSI BC Vert 28.00 0- 0- 0 28.00 28- 0- 0 .12 6-7 2282 .21 .45 .66 7-8 1535 .14 .45 .59 8-9 1535 .14 .45 .59 9-10 2282 .21 .45 .66 PIER FL13B CSI M FAKE CSI 2-7 -389 .09 3-9 729 .30 3-7 729 .30 4-9 -389 .09 MX LFFIFZ.TICN (spm -4 I4/999 IN MW 7-8 (ISVE) It -.15" D- -.19" TS -.34" - Jcirt Lccstime 1 0- 0- 0 6 0- 0- 0 2 7- 4- 9 7 9- 7- 1 3 14- 0- 0 8 16- 0- 0 4 20- 7- 7 9 18- 4-15 5 28- 0- 0 10 28- 0- 0 7-4-9 6-7-7 6-7-7 7-4- 7-4-9 14-0-0 20-7-7 28-0-0 14-0-0 14-0-0 1 2 3 4 5t 4.25 -4.25, 8-8 4=LA1 6 7 8 9 9-7-1 8-9-14 9-7-1 18-4-15 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. 6-5-0 SHIP `�F�y �.. Ke,r `FZ -I MO -6-1 CD 1z 'T�82 X x 10 2s 0-0 Exp. 12131/02 ��. CSI � OF r. AV 1F�� 8/3/2001 Scale: 1/e0 - 11 ® B L U SAR iri FG WARNING Read aU notes.on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based en specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized en this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterallyTC TBF: 69. W :12414 Ch]� s 1, Dagnrr #LfC - 10 r MTSPEC2 Ctwtcmer Names IPA Live 16.00.1ef DiirFaoe I-1.25 P-1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that 11.00 Pof Rep Mbr Bad 1.00 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in Be Live .00 pef O.C.Spacing 2- 0- 0 TRUSWAL SYSTEMS 4443 Northpuk Dr., Colo Sprugs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Txwwal, 'ANSI/TPI 1', ' WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead. " 10.00 psf Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dan Ratio: 060 1r: 0 Tp5.0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036: 1 Tom 37:00 psf job Name: MTSPEC2 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Truss ID: C Qty: 1 Drw - 14 HG X -IDC RE;= SIZE REQ D TC 2x6 DFL 42 Denotes the requirenatt for lateral bracing at each locatim shC.n. Lateral bracsrtg T11is truss is deaigted using the IBC -97 Cbde. 1 0- 1-12 2 27-10- 4 1111 3.50" 1.50 3421 3.50" 3.27" BC 2x4 DFL #1 & Btr. W1B 2x4 DFL SD*I RD B which include cr x- ming ME=%%t IStd Zone 3 41-10- 4 536 3.50" 1.50" GEL BIK � � # 1 ,6 ,11 S cet� BRPIE-TT tray be designs. 7 � Hurrica ne/Ocean Line = Tb B ft. B{cig F>idth = 10x00 ft FagTc 1-2 -2099 AK<� .03 ISD CSI .68 .71 13 P AtSI/IPI -1995 used for antiranus lateral brarin3 cn r•+saasa 24" oc. Alteunativel , use T-1�-a1 as stoat on TnisHal _ B1d3 L��gt1� 80.00 Mart mot 23 97 ft, rtph 75 tBC Sta nd Did Toad = 21.0 pef . 2-3 -1911 3-4 3-4 -1851 .02 .01 .37 .39 .23 .24 TiJSl�TS 'II•IE ZTTB R1S11Z CF KZX1P E LCAD CASTS. EWIM., RS]XDWR EDTTB n axe based aZZ scala or toes Systere standard detail 0001003160. VAUE4 PEp ICBO RESMUi RIS' #1607. ----------IIImD # �DESIQT I - ------ Dir L.Pif L.1oc R.Plf R.loc U AM -856 5-6 805 .00 .07 .29 .29 .53 .61 shod at the truss material at each bearing. Ioaded for 10 PSF not-mnxtxezt Pry.. Loeaticcn of interior bearin3s slnuld be TC Vest 54.00 0- 0- 0 54.00 14- 0- 0 .59 TC Vert 64.00 14- 0- 0 118.00 21- 0- 0 .50 6-7 2061 .27 .53 .80 1ntpr2cr siWort or tenpOrarY stl�us3 be in place before erec-ting.tt>is tri• clearly narked on each truss' TC Vert 118.00 21- 0- 0 118.00 28- 0- 0 .27 7-8 1941 8-9 949 .24 ]1 .54 .78 .54 .65 Qh1e blains are Zx 4 O 16.0 >n. o.c. MAX. �7t= brac. is (by others) to ir�. See HM -91 and TC Vest 118.00 28- 0- 0 64.00 42- 0- 0 .51 BC Vest 20.00 0- 0- 0 20.00 28- 0- 0 .00 <it is assumed that one face of this truss is sheathed with pl OSB, wood board px�v�t mtatiat/t SAI I/IFI 1-1995; 10. 4. and 10.3.4.6. BC Vest 28.00 .28- 0- 0 28.00 42- 0- 0 .00 BC �; 10-11 1970 PXL .26 END CSI .38 .63 < < siding cr harctoe If not, P1� �� IN Clt�1 tIM� V � -Attach eea�y ten ctim (if sha w with 31-12 1101 .31 .34 .44 t be osidered cn < additic al loads ranm 2-4 plates (2X4} cr 3-6 plates (2x6) at 24" 12-13 1101 13-14 270 .11 .03 .36 .47 .36 .39 < non-caram :us; b M use adequate steles gable blocks' o.c. and gyp] in audition to the heal raking eho n. 'hue eery tcp 14-15 -1467 ]5-16 -826 .01 .00 .23 .24 .18 .18 (��IP may lateral �Y3• � ThrsweLs�gahlP bracing tra,t (s) . diads have dt�d tray iz notdrod fcr atlooloss ae rueeded. DD NJP IJJIgi 4rEEIE S[N BY (• *) . 16-17 -826 17-18 -817 .00 .29 .29 .30 .30 lateral 3n lute with the not been ca>,sidexed unless n*ed admrwi``e. .00 Mese loads and their corrections axe the WEB Fmm CST FEB FQE CST reslrnstib;i;ty of the buildi.M designer - 2 -11 -479 4-31 897 .08 .36 6-14 1776 .72 6-15 -2812 .84 8-5-2 _. 6-3-7 6-3-7� 6-3-7 6-3-7 8-5-2� 4-13 -785 .40 8-15 -1316 .92 8-5-2 14-8-9 21-" 27-3-7 33-6-14 42-" 5-13 945 .38 8-17 252 .10 5-14 -1689 .97 4 �5 6 2��-"u--T MAX L>EEIF1'TIIN ( --�-�Q3 I4/999 TN MSM 1001,IVE) L__ -.19" D- -.25" T-- -.43" 4.25 -4.25 3-4 - Jadnt Lccat 1 0- 0- 0 rns 10 - 0- 0- 0T 3� 4 T 2 8- 5- 2 ]1 9- 8- 3 3 31- 8-12 12 14- 0- 0 =5-S 4 14- 8- 9 13 17- 2-12 S=S- 7 5 21- 0- 0 14 24- 9- 4 7-5-8 2.5 $-4-15 6 27- 3- 7 7 30- 3- 4 15 16 27-10- 4 30- 0- 0 I M 8 33- 6-14 17 33- 6-14 1 - l i - -4 Mr 3-4 - S=3-4 5-5 3 1.5-4 34 5=3-4 �** 8 at 0-0 �QPROFESS/p41 K6,0 ,Fti * ,QP . OF 27-104 Q �•m 66 -TAIL) RIGHT HEELTYP.�42 0� A i No.C 942 n -p 13 9 Exp. 12/31/02 x} - 10 11 12 13 14 15 16 17 18 S'T CN�i- 9-8-3 7-6-9 7-6-8 8-9-10 _, 8-5-2 �T FCF q' $ 9-8-3 17-2-12 24-9-4 33-6-14 42-" CA' IF�P�\P ICAL PLATE : 1.5-3y 8/3/2001 �;Vl�n�n Truswal S stems Plates are 20 a. unless g p3 shown by "18"(18 ga.), '"H"(16 Scale: 3/32■ - 1' ga.), or "MX"(TWMX 20 ga.), _ _ _ - positioned per Joint Report. _ __ _ _-_� __ L. -L.-.- WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done 2t OX `�y� f Chk `/�+ ' MrSPEC2 Ctsste®er KaM8: TPI AFPA design No responsibility is assumed for dimensional accuracy. Dimensions are o be � in accordance with the current versions of and standards. loads this Dsgnr: #LSs�Ml� DA aBLUSAIR MFG e Otif ed by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the utilized on verified design meet or exceed the loading imposed by the local building code and the padcular application. The design assumes that the top chord is laterally TC Live 16 00 .)B Facs L-1.25 P-1.15 LLCBracing braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 1 0 `Rep NJbr Bnd 1.00 will cause the moisture content of the wood o exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .00 'sf O5C.Spaeing 2- 0- 0 USWAL SYSTEMS 5 Northpark Dr., Colo Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal• 'ANSI/TPI 1', ' WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 p'sf Designs Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate 1pstitute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL 37.00 pef en Ratio: L/360 TC: L/36 Tp5.0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. job Name:.MTSPEC2 Truss ID: C1 1 Drw : GUU1 Z15U41-U15 BIG X -IOC FE = SIZE FSQ'D TC 2K6 rFL #zf � S -da t� desdgrred tr3lrtg the 1 0- 1-12 1139 3.50" 1.50" BC 2x4 DZ #1 & Btr. ® at eadht lre �irerta� Lateral brat3rgLBC-97 Code. 2 27-10- 4 1950 3.50" 1.70" WEB 2x4 ]>Fi, S]3 ARD eystate tdhidh incill a x-kaadng Bldg ? Yes 3 41-10- 4 627 3.50" 1.50" at AbBI/IFi - 1995 arethe r�ibility of -the hulding �uee T"nri`:' a gd 7cm 7I1L4 mrw is ��c•�1��r1E RESSII.T t� ���p� ERACFrTT nay be t�,•• tf9•,•/Cteral Lim I3�^�'Eyw - B RL` FLIM AM 13� CSI MRTfDfR ICAD CXgES. vee[1"fcff,�tinr+xa�l Q1 Bldg 80.00 ft, tua3 TQi3h 0.00 ft 1-2 -1963 .02 .22 .24 FEARM RISS MVENIS &=,n are deed CMY trusses egad 24" oc. Alt a.+or„may tree M� 23.97 ad q:haid � 75 2-3 -1787 .01 .19 .20 m the truss material at each bearing. scabs or T -braces as shctm art iltrewal� LBC Stat�M0DW ' � Dead Laid 21.0 pef --- ---------- 3-4 -1710 .01 .23 .29 FiA'IE VATSES PER IC133 Fri 1�' #1607. Systems staarclud detail 0301003160. ILYtD IFSIt3J --------------- 4-5 -945 .00 .23 .23 Iocatim of irtaiar bearings shatld be Tc&ded fcr 10 PSF nah-oataarnt BQ3,. Dir L.Plf L.I= R.P f R.Ioe IWM 5-6 124 .00 .31 .31 clearly marked m each trues. Irteri�palam�et betp y &=-Irg MEM '� Vert 54.00 0- 0- 0 54.00 42- 0- 0 .59 6-7 -203 .00 .31 .31 )I:= btacssg � (bir tr1�) to be m BASED bnf� erecting this �' BC Vet 20.00 0- 0- 0 20.00 28- 0- 0 .00 7-8 -279 .00 .31 .31 prevent rckatirn/tcPp See HM -91 and RA= CN GEM ISMER VAIIFS. BC Vert 28.00 28- 0- 0 28.00 42- 0- 0 .12 8-9 -466 .00 .32 .32 I/�TPI 1-1995; 10.33 4. and 10.3.4.6. BC FLIM A7Q, EM CSI 10-11 1798 .17 .28 .46 11-12 3.143 .11 .28 .40 12-13 3.143 .11 .45 .56 13-14 426 .04 .45 .49 14-15 -604 .00 .27 .27 35-16 -564 .00 .12 .12 16-17 -564 .00 .28 .28 17-18 402 .05 .27 .32 41EB FL3EbE CSI WEB FORE CSI 2-11 -354 .07 6-14 1071 .44 4-11 680 .28 6-15 -1879 .84 4-13 -651 .38 6-17 835 .34 7-6-2 6-8-15 6-8-15 6-104 6-7-10 7-6-2 5-13 843 .34 8-17 -418 .08 7-6-2 14-3-1 21-0-0 27-104 34-5-14 42-0-0 5-14 -931 .48 21-0-0 21-0-0 MAX rEFL CN ( t l 2 3 4 5 6 7 8 9 L/999 IN MEM 31-1(Law) L. -.09" D. -.11" Z`- -.20" r 4,25 -4.25 ® Jadrt Tocat-icre ® 8-8 2 '°i- s 2 11 s 10- s T T �?BQFESS,`. 3 11- 8-12 12 14- 0- 0 I 3-4 4-8 I Q�G 4 14- 3- 1 ]3 16-]1- 7 $=5-5 $=5-5 t�G \, ,I' c 5 21- 0- 0 14 25- 0- 9 7-11-5 2.5-4 2.5-4 6 27-10- 4 15 27-10- 4 8-10-12 C? 7 30- 3- 4 16 30- 0- 0I ' 8 34- 5-14 17 33- 1-11 I 44 4-4 �p 9 42- 0- 0 18 42- 0- 0 1 = =0 -� No. C 0.6.1 i) 3-4 S=3-4 , , 4-4 3441 �� 42-0-0 M 10 11 12 13 14 15 16 17 18 8-10-5 1 8-1-2 8-1-2 -1 8-1-2 8-10-5� 8-10-5 16-11-7 25-0-9 33-1-11 42-0-0 �i 8/3/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), OVER 3 POR Scale: 3/320 1' H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. �f Circled Plates and false frame Plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Tom'= ° # WO: MTSPEC2 ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions aro to beDe Chk: Fll-� castcmer Namei The building designer that the loads this s� t # DA B Lll SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. must ascertain utilized on design the Imtding imposed by the lumtl.building code and the application. The design assumes that the top chord is laterally =Live meet or exceed paticolar braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. 0 Face I.•1.25 P-1.15 ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 00 R AII�s Ba 1.00 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live . OO�pef� , �. Spaoiag / 2- 0- 0 TRUSWAL SYSTEMS 4415 Northpark Dr., Coto Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by T{uswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' (HIB 91) and 'HIB -91 BC Dead 10. �sf P ern Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plateslnstitute (TPI) is located at 593 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TOTAL ® 37.00 y�o: It/36Q TC: U1480 TpS. 0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036, pe£ job Name:.MTSPEC2 Joint Loeaticrw a Truss ID: C2 5 Drwg:CO01215041-016 BPG X -IOC REACT SIZE R92'D TC 2u6 rFL #2 Plating epic • AMIIIM - 1995 C F Ibis design based on ctr z kaaaLrrg applied the fiva Am 1 0- 1-12 2004 3.50 2.14" BC 2x4 rFL #1 & Btr. THIS II•SIM IS TEt3� FCSTM roxw per edreciile: fmn to 2 41-10- 4 2004 3.50" 2.14" VM 2x4 rFL SIR1frCM PLA= VAISES PER ICED FEM4J H REECIRI #1607. KIT= ISD CASES. BFARIIG RglrIIarffNrS spool are based CNLY max O.C. TC 24.00" 0- 0- 0 42- 0- 0 TC FCRCE AXE, EM CSI Iaarbd for 10 PSF rrn-arnms� BCIz,. an the truss materia at eerh bearing. BC 120.00" 0- 0- 0 42- 0- 0 1-2 -4245 16 PiPCPI43 BASED CN GM III`EER VAIIES. Pextratierit bracd= is rewired (by ctlixg) to Thin titres is dasigried using the 2-3 42- 0- 0 .17 .35 .52 42- 0- 0 l�evves�tt See H1B-91 and .� 10.3.4.6. ADBI/IPI 11 10. LBC -97 Cbde. Bldg lirciceed •Yes 3-4 4-5 3983 -3268 4 0 .44 TOTAL .,37.:00 psf .4. Tvass Iocaticn - Nct Ehd Zane 5-6 -3268 .10 .30 .40 .10 .30 .40 I =Ic ale/0�1 Linn - !b F� - B 80.00 Et, B_ ft FiLCCt1 • 40.00 zccs • 23.97 ft, nl:h - 75 � zocd 7-8 8-9 -4066 .15 .25 .40 LBC StacicEad' Dead Load - 21'0 pef -4245 .17 .35 .52 ----- ----ICAO r1 SICN LC AM --- TIC FCFrE FCFrE AM RA CSI Dir L.Plf L.loc R.Plf R.Ioc I7�/'II. 10-11 3927 TC Vat 58.50 0- 0- 0 58.50 42- 0- 0 .59 11-12 3346 .51 .29 .80 .34 .29 .63 BC Vert 21.67 0- 0-0 21.67 42- 0- 0 .00 lbs X.Loc LLv*IL 12-13 3346 .34 .45 .79 TC Veit 100.0 19- 9- 0 13-14 14-15 2568 3346 .26 .45 .71 .34 .45 .79 .43 TC Vert 100.0 22- 3- 0 .43 15-16 3346 .34 .29 .63 16-17 3927 .51 .29 .80 M FCR= CSI FPB F= CSI 2-11 -303 .06 5-14 911 .37 4-11 608 .25 6-14 -705 .41 4-13 -705 .41 6-16 608 .25 5-13 911 .37 8-16 -303 .06 WX rEFLEMTM (mil 14/999 IN MEM 15-16 (LIVE) L� -.23" D= -.30" T- -.52" ® Joint Loeaticrw a 1 D-0-0 10 0-0-0 2 7- 6- 2 11 8-10- 5 3 11- 8-12 12 14- 0- 0 4 14- 3- 1 13 16-11- 7 5 21- 0- 0 14 25- 0- 9 6 27- 8-15 15 28- 0- 0 7 30- 3- 4 16 33- 1-11 8 34- 5-14 17 42- 0- 0 9 42- 0- 0 SUMMARY SHEET' by TP1. The Truss Plate Institute (TP)) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 7-6-2 1 6-8-15_4 6-8-15� 6-8-15� 6-8-15 i 7-6-2� 7-6-2 14-3-1 21-0-0 27-8-15 34-5-14 42-0-0 21-0-0 21-0-0 t 1 2 3 4 15 6 7 8 9 100# � 100/1 IRO 3-4 S=4-6 ;z -� 442-0 �� 10 11 12 13 14 15. 16 17 8-10-5 8-1--2 8-1-2� 8-1-2 i 8-10-5� 8-10-5 16-11-7 25-0-9 33-1-11 42-0-0 04 e A EXP. 12!31; 02 "S/V11- 4, /V1L 4 8/3/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "j% Scale: 3/324 . 1' 1111"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. f` Circled Plates and false frame Plates are positioned as shown ab e. W,4 ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Cont r c r. o � is for individual building It has been based specifications by the component rtunu r an dgpe TBFB 116.0 wT:203 # � Wo: MrSPEC12 This design an component not truss system. on provided in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. D' enstons a o1AAWr `t Cult®Di Nazlet building designer fabrication. The building designer that the loads ' ' AV .. #Le - 10 na verified by the component manufacturer and/or prior to must ascertain '(�; "';76.00 psf DurFaes L-1.25 P.1.15 B LU SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is la e y Literally braced by directly ® LLC bnced by the roof or floor sheathing and the bottom chord is a rigid sheathing material attached, unless otherwise noted.>�? be in TC ado 11.00 Rep Nbr Bail 1.00 Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not placed any environment that psf will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in B ve .. 0,0 psf O. C. Spacing 2- 2- 0 TRUSWAL SYSTEMS noes Northpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by TVuswal, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dee".10300 psf Design Spec VB6-97 SUMMARY SHEET' by TP1. The Truss Plate Institute (TP)) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dan Ratio: If'36'0'- TC: 1+480 ' TPS . 0 Version T6.2.6 Paper Association (APPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036y TOTAL .,37.:00 psf 1 I job Name: MTSPEC2 AXL RZ CSI TrussC3 1 Drw : GV V I Z I S U41 -U I / E%i X -IOC RF1uLT SIZE RgZ'D TC 216 IkI, #2 cIDDx: P ADSIQ - 1995 Mille tutee is designed using the 1 0- 1-12 1554 3.50" 1.66" BC 2x4 rFL #1 & Btr. g1Lg I IS IIlE CIDIFC6TIE RFS[W CF I€S IN K=PLE IOAD CASES. iBC-97 Ctrie• M E - 2 41-10- 4 1554 3.50" 1.66" I'm 2X4 r&L SD*MaM PLATE VAiIES PFR ICH I 121 #1607. BFARIK> RE1�J1lrII�7I5 shin Deed CIII,Y Tnrss LotQtirn •Not F]rd 2rne t TC F� AM' aV CSI Ind for 10 PSF rrn-oanaa�ff BaI�. = on the trues naterial at ell bearing. an icane/oman Line (�te�y B d0 ft 1-2 2-3 -3665 -3499 .06 .25 .31 .27 vm Faq PLA= BASED CN a;MEN LIMBER VAILES. �> InIgth Inca - 80.00 ft igbt � a 00 Inca 1 ft, nph� 75 3-4 -3422 .07 .19 .05 .22 .27 5-14 829 .34 Ui3C Stud boaapmtcy. Diad Iced • 21.0 pef 4-5 -2747 .04 .22 .25 4-13 -639 .37 6-16 581 5-6 -2747 .04 .22 .25 -292 .05 MAX LFiIFLTICN (spar -4: 14/999 IN h1EM 11-13 6-7 -3422 .05 .22 .27 Joint Lccatirne - 1 0-0-0 7-8 -3499 .07 .19 .27 2 7- 6- 2 11 8-10- 5 8-9 -3665 .06 .25 .31 14- 0- 0 4 14- 3- 1 BC RRCE AXL RZ CSI WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 10-11 3388 .44 .22 .66 This design is for an individual building component not truss system. It has been based on specifications provided by the component mar 1 gge 11-12 2833 .29 .23 .52 1, in accordance with the current versions of TPI and APPA design stutdirds. No responsibility is assumed for dimensional accuracy. Dimensi -/ k.n 12-13 2832 .29 .36 .65 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads ilize loading imposed by the local building and the application. The design assumes that the top ori is la py 13-14 2127 .22 .36 .58 design meet or exceed the code paticular braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise pp�� 14-15 2833 .29 .36 .65 Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed'm any environment that 'F 15-16 2833 .29 .23 .52 will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT 'ANSI/TPI 'WTCA Wood Standard 16-17 3388 .44 .22 .66 accordance with the following standards: DETAILS', by Truswal, 1', 1' - Truss Council of America Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 vm Faq CSI VM I= CSI 2-11 -292 .05 5-14 829 .34 4-11 581 .24 6-14 -639 .37 4-13 -639 .37 6-16 581 .24 5-13 829 .348-16 -292 .05 MAX LFiIFLTICN (spar -4: 14/999 IN h1EM 11-13 LP -.19" D= -.26" T= -.45" Joint Lccatirne - 1 0-0-0 10 0-0-0 2 7- 6- 2 11 8-10- 5 3 11- 8-12 12 14- 0- 0 4 14- 3- 1 13 16-11- 7 5 21- 0- 0 14 25- 0- 9 6 27- 8-15 15 28- 0- 0 T 7 30- 3- 4 16 33- 1-11 8 34- 5-14 17 42- 0- 0 9 42- 0- 0 7-I1-5 7-67-6-2 6-8-15_, 6-8-15 y 6-8-15-, 6-8-15 7-6-2 7-6-2 14-3-1 21-0-0 27-8-15 34-5-14 42-0-0 21-0-0 , 21-0-0 , 1 2 3 4 5 6 7 8 9 F -4.2 5 _ 3-4 b=4-0 42-0-%0. , 10 11 1213 14 15 16 17 8-10-5 1 8-1-2 8-1-2 8-1-2 8-10-5 8-10-5 16-11-7 25-0-9 33-1-11 42-0-0 T 7-11-5 =T 0-6-1 P p,0 F ESS/0N SHIP � y , M Es+s �Fti t�� of q- fn m "r G. 0 982 W Exp. 12/p 1 /02 . CP II 8/3/2001 Truswal Systeme Plates are 20 ga. unless shown by "18"(18 ga.), Scale: 3/32" . it H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Plates and fa -lee -frame later are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. 12.0 WT:192 # w0: MTSPEC2 ® This design is for an individual building component not truss system. It has been based on specifications provided by the component mar 1 gge = Custmter Naate: 1, in accordance with the current versions of TPI and APPA design stutdirds. No responsibility is assumed for dimensional accuracy. Dimensi -/ k.n _ # 0 DA BLU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads ilize loading imposed by the local building and the application. The design assumes that the top ori is la py design meet or exceed the code paticular braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise pp�� L f DurFacs L-1.25 P-1.15 ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed'm any environment that 'F Bead a ep Mr Bnd 1.15 SYSTEMS will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install and brace this truss in 'JOINT 'ANSI/TPI 'WTCA Wood Standard B p - j moping 2-..0- 0 TRUSWAL 4445 Northpark Dr., Colo Springs, CO 80907 accordance with the following standards: DETAILS', by Truswal, 1', 1' - Truss Council of America Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 X00 BC Dead ; 10.y pa� Design Spee SUMMARY SHEET' by TPI. The Truss Platerinstitute (TPI) is located at 583 D'gnofrio Drive, Madison, Wisconsin 53719. The American Forest and lUBC-97 Deda )bio: 14/350 TC: Lt/Q80 Tp5.0 Version T6.2.6 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036: ITOTAL 37.00 psf , 1'tAiCi'fAll;: 3� f?s11 b•i f?alil . 6 e l?ael CONN f a+a.n ff•fa ttaeo fl.e t� A �. WX>�Im6101►5� t11R 1 ff11D. , tlptWtt WfRD 00'0311N 1:. ., � � � wAtL 111aGIfT. STUICINA DE TANS 1�R0»i.20 use woo.YA► MAXIMUM 1'•O1 EAVE WITH f BLOCKS CO 37•o.e. OR r•(' EAVC• e'.0' MAXIMUM MAXIMUM. WITH 4a? I? OR GIN. ORACE SPACINO OUTLOOKERS CUT INTO GAME 0 2a4 /? MINIMUM CON!LWOUS STRONGBACK nnACEO TO ROOF 61RUCTUNE At 6'•O' MAXIMUM. - SmoNOOACK wT. 7*a STRONOBACK BRACED I 41.10* '•1 4 C VASPAW'00 Mf 1 AT EVE -fly a o• MAXIMUM MINIMUM GRAVE CY.OROS AND / LTVDS 2a4 STU=TANDARD. STLO'OS TO RE MAXIMUM 24'o.e. IICEL PLATE: 3-4 121141 6.6 Raft O•e 173N1 CONTINUOUS Br:ARtNO WAIL 'OAULE END FIIAMINO CONNECTION OCTAILS (MIN. NAIL nCOUSICMCNTS SI'OWN) i 2.4 SOLID OLOCK WITH 3-164 NAILS 6d AT e' o.o. SHEATHING TO OARI E EA. END AND Bd NAILS FROM 311CA7IIINO / TRUSS. Bd AT 6' o.o. TO RLOCK AT e'o.0. -- 1/10 BLOCK ao . I Y•' NOTC/I <Q S7' o. o. X l I ✓✓✓ 7.1/4 W1114 ]•1a TOE• NAn f() EA. END 204 OflACE WIT114.1nd NAILS CoNTINuous GABLE DETAILS i.64. ►a TIZ W.-.SY=== Y+uEwK3r DACOWOWL'" IMAR1L:1tiG Aoad Ott no's4 on this th.4t and a" 0 CW e.• A !n fJNI � ��'� r w+•..r...�r...r�.e.ww s .rra...�w.rwn�...+r)w..or.►AaMwarrrwrwA �w • Mr••••��i.M oaNrrMaYiMNr006100001Aa tatarYa..Nr.ia. r.•..r..wwwwMararurrwrsss�aosro rr •.rr.s..r..worrwsr.a•w.w.s•.a,.or+sooY► S :. r.•m.a+•.�r....••.��...�.....•.. rrs.wo�r.oa..r•�srso•asao Iraasasala . N #WAWMwrs• w aa'r wrwsos.uiE►.oarMM4 i. .,000 w6wr • rosrow s• aaao saaaume No w com w"L 0%0" w6e��oe6 wwsefr•o�s�M i . - syw)rwsi.alMs+ w�wwr.....raAl..rwr>tasoan�ro.. wr..►wn.nA01m*.ommenoomw• �y,o�.�,lrwsorrr.srlpsco.on.swnNustel►rwolPAtICMs'M �o j Q+ joo,0 WALL2PACMIZ �t ' NUL 1.4 CM=MX Z eAelfl t TD M9 WAtL 1rM. +_ . RECTIOU A ! 7r OABLE $TUD , op 5. .. Y ' s ief ATsr*& i` AT . � 24•Ib.. :. . � 3 . IMAR1L:1tiG Aoad Ott no's4 on this th.4t and a" 0 CW e.• A !n fJNI � ��'� r w+•..r...�r...r�.e.ww s .rra...�w.rwn�...+r)w..or.►AaMwarrrwrwA �w • Mr••••��i.M oaNrrMaYiMNr006100001Aa tatarYa..Nr.ia. r.•..r..wwwwMararurrwrsss�aosro rr •.rr.s..r..worrwsr.a•w.w.s•.a,.or+sooY► S :. r.•m.a+•.�r....••.��...�.....•.. rrs.wo�r.oa..r•�srso•asao Iraasasala . N #WAWMwrs• w aa'r wrwsos.uiE►.oarMM4 i. .,000 w6wr • rosrow s• aaao saaaume No w com w"L 0%0" w6e��oe6 wwsefr•o�s�M i . - syw)rwsi.alMs+ w�wwr.....raAl..rwr>tasoan�ro.. wr..►wn.nA01m*.ommenoomw• �y,o�.�,lrwsorrr.srlpsco.on.swnNustel►rwolPAtICMs'M �o NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 PROJECT_ STRUCTURAL CALCULATIONS C-- 4U KC -H I LLL, JOB NO. 753 -/ LOCATION j7 Y L, A N ri b U T7 G C-0, DATE G �A % CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days •t Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: a CI Roof Live Load: ICO psf Floor Live Load psf Seismic Zone 3 Wind Speed: mph Exposure: G O Method 2 used unless otherwise noted. Allowable Soil Bearing I�� °psf ARE SPECIAL INSPECTIONS REQUIRED ? N D GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. 01-1,309 Page 1 of BtJTTra AQUA f 1 :,APPP VF- v BY: JMR NORTHSTAR ENGINEERING 5/23/01 20 DECLARATION DRIVE JOB NO: 7387 CHICO, CA 95973 PG. 2 OF (530) 893-1600 PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1998 CALIFORNIA BUILDING CODE. GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.5 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF' LIVE LOAD 16.0 PSF'' TOTAL LOAD 30.0 PSF' LATERAL LOADS: SEISMIC: 2.5*.36*W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q p = 1.5 E = p * VW = 0.300 W (PER UBC EQ. 30.1) -NET SEISMIC FORCE = 0.300 W/1.4 = 0.214 W WIND: EXPOSURE = C METHOD 2 WIND SPEED = 75 MPH Cq 1,3 DESIGN qs 14.5 PSF PRESSURE Ce 0 - 15' = 1.06 Cq*qs*Ce = 0.0200 KSF 15'- 20' 1.13 = 0.0213 KSF 20' - 25' 1.19 = 0.0224 KSF 25' - 30' 1.23 = 0.0232 KSF 30' - 40' 1.31 = 0.0247 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: ri DATE: S I JOB NO: -733-7 PAGE 3 OF rthStar ENGINEERING Civil Engineers -Planners •Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 I DATE: �t tar 20 DECLARATION DRIVE DAS I� I� ""- CHICO,.CALIFORNIA 95973 Jog NO: -73E3-7 ENGINEERING 530-893-1600 PAGE OF Civil Engineers* Planners *Surveyors FAX 530-893-2113 ^ PAF -TIAL'' �GrzAv iTY.. nes c l b 12 I.2 3.4' 2K RI 3IKI g� -rz 3. 5I 3 2 i:N 2 3 -7 iI 4 F=V BY. J I I ttar 20 DECLARATION DRIVE DATE: 15 141 : = ------ = '. CHICO, CALIFORNIA 95973 JOB NO: 7387 ENGINEERING 530-893-1600 PAGE G, OF Civil Engineers* Planners* Surveyors FAX 530-893-2113 FA -rIA-L L, ATS �ZA L, L 1 �, I , 2 B, G, �7r iFUYr 5c- 2 2,20- -- I- I N 5 > V 0 0 2 2 v� 214 E (28� of �1� --t- 83 _ 1 �. 62- 4 N a 3 4 q -g (o) 1"1 15'-G j t. 1 BY: DATE: JOB NO: -739-7 PAGE (�2 OF rt tar ENGINEERING Civil Engineers •Planners•Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 4-0 (o I N17 = "�o 77- VVJ = 002 -+N 2S +--0213(5) 2`Z� 28 '52 2 - 2x i BY: _J Ii 121, DATE: S 10 JOB NO: 7337 PAGE / OF attar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 6.6�le- 4 4 P41� ' 2d>N 2— Zx, Iz 1-1 ':::2 24�V-N 2-ZK _ .._ To cv L- L� . 1. c- - P ! CS BY: DATE: JOB NO: / 3l/ —7 PAGE OF NorthStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 530.893.1600 FAX 530-893.2113 SHEAF WALL SCHEDULE SHEAQ WALL ALLOWABLE LOAD/FOOT 260 380 490 550 640 160 980 1,2,3,8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX .3/8"CDX PLYWOOD CDX CDX CDX STPUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 8d so 6" 8d 0 4i3 8d ie 3"3 8d is 3i3 "3 8d 0 2113 8d 0 4" 3 8d 03 3" 3 FIELD NAILING 5 8d P 12" 8d P 12" 8d .,e 12" 8d e 12" 8d jB 12" 8d 0 12" 8d 0 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 16d 0 4" 16d 0 3" 16d A 3" I.bd 0 4" 10 16d is 31110 16d P 31I0 16d io 3"10 TO FLOOP CLIP, BLOCr-'7 L550 L550 LS90 L590 LS90 L590 LS90 TO PLATE 10 22" 0141: 01611 16" 0 12" 0 12" ie 8" 5/8--0 5/8" 0 5/8"0 5/8"0 5/8" 0 5/6"0 5/8" 0 ANCHOP BOLT 48" O.C. 18" o.c. 14" C.C. 12" O.C. 28" o.c. 24" ac. 18" ox--. SPACING 4 I/2" 4 I/2" O I I/2" 4 !/2" 0 I I/2" 0 1/2„ 0 1/2„ 0 13 o.c. 10 o.c. I o.�. IS O.C. 15 o.c. I! O.C. I. OVER DOUGLAS FIP STUDS a 16" O.C., HEM -FIP TOP PLATES APE Or -AY 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OP WIDER FPAMING U.O.N. 3. ALL VEPTICAL STUDS PECEIVING EDGE NAILING FPOM ABUTTING PANELS SHALL BE AS SHOWN IN NOTE x4 4. APPLIED OVEP 3 -INCH NOMINAL OP WIDEP FPAMING WITH NAILS STAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OP 8d COMMONS 6. DOUGLAS FIP SILLS PEQUIPED, STAGGEP ALL SILL NAILS AT WOOD FLOOPS 7. SIMPSON MANUFACTUPED CLIPS AT 24" O.C. FOP ENTIPE BALANCE OF WALL LINE. "BLOCK" MAY BE TPUSS CHORD OP RAFTER PEP DETAIL. B. OSB WITH ALLOWABLE STPESS AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/6" CDX WHEPE OCCU.PS, OSB SHALL BE P_ATED FOP EXTEPIOP USE. 9. ANCHOP BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" TMCr- PLATE WA.S_=P, 10. REQUIRES 2 ROWS STAGGEPED a PPEDPILLED BY: DATE: Cj I d JOB NO: 7357 PAGE G1 OF Nort hStar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL 0 Q 0 ® 0 Q 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 760 980 SILL NAIL I IC)d C@ 4" Irod (@ 3" 16d C@ 3" 2 POWs 2 POWs 2 POWs 2 POWs I0d C@ 4" IC>d C@ 3" ICod (@ 3" IC)d (@ 3" NAIL CAPACITY 366 490 490 732 980 980 980 2 5/3110 5/8,10 3 5/8"0 3 5/8-'0 3 5/3" 0 5/8"0 5/8110 ANCHOR BOLT 48" IS" 14" 12" 28" 24" IS" SPACING-- 1/211 0 1/2" 0 3 1/2" 0 3 1/2" 0 3 1/2" 0 1/2" 0 1/2" 0 36" 13" 10" 9" IS" 15" 11" SILL THTC<NESS 2X 2X 2X 2X 3X 3X 3X 1/2" (A. ANCHOR BOLT CAPACITY 275 380 495 550 647 77Cb 1,058 5/8" 0 ANCHOR BOLT CAPACITY 297 396 509 594 651 7Co0 1,012 NOTES: I. NAILS PEP ICBO REPORT NO. NEP-272 CAPACITY OF 16d SINKER = 94*1.30 = 122 9 / NAIL 2. DESIGN CAPACITY OF BOLTS PEP TABLE 8.2E OF THE '97 NDS. CAPACITY OF 1/2" 0 ANCHOR BOLT IN 2X SILL = 1.33 * Co20# = 825 # / BOLT CAPACITY OF 1/2" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 7309 = 970 # / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 2X SILL = 1.33 * 890 = 1184 # / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 151(b # / BOLT 3. REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50% FOP 2X SILL PLATE WHEN ALLOWABLE SHEAR PEP FOOT 15 > THAN 350 PLF < 600 PLF. NorthStar Engineering 20 Declaration Drive 530-893-1600 Page 10 Rev. 510001 Title : Dsgnr: MEM Description : Scope: Restrained Retaining Wall Description Retaining Wall (6 ft Height) Date: Job # 7387 Design Input Soil Loading Results... Footing & Key Sizes.... Toe Width 0.75 ft General..... Retained Height 6.00 ft Soil Values..... Allow Soil Bearing 1,500.0 psf 1,606.67 lbs 0.54 in Heel Width 0.75 ft Active Fluid Pressure 35.00 pcf Ht Above Top Support 0.00 ft Design Active Pressure 35.00 pcf Dist. To Top Support 6.00 ft Passive Pressure 250.00 pcf Total Wall Height 6.00 ft Soil Density 110.00 pcf Slope Behind Wall 0.00 :1 Height of Soil over Toe 0.00 in Loads Allowable Soil Pressure 1,500.0 psf Added Lateral Load on Stem Axial Load Applied to Top Stem... Lateral Load 0.0 lbs Axial Dead Load 231.0 lbs ...Height to Top 0.00 ft Axial Live Load 389.0 lbs ...Height to Bottom 0.00 ft Axial Load Ecc. 1.0 in Soil Loading Results... Footing & Key Sizes.... Toe Width 0.75 ft Key Dist. 0.50ft Total Bearing Load 1,606.67 lbs 0.54 in Heel Width 0.75 ft Key Width 12.00 in ...resultant ecc. Ftg Thickness 12.00 in Key Depth 14.00 in Soil Pressure @ Toe 1,265.2 psf Soil Pressure @ Heel 877.0 psf Footing Results... Allowable Soil Pressure 1,500.0 psf Factored Press @ Toe 1,863.2 psf Soil Pressure OK i Factored Press @ Heel 1,291.6 psf Stability Ratios... Mu:Design @ Toe 438.2 ft-# OTM Ratio 3.122 : 1.00 Mu:Design @ Heel 5.9 ft-# Overturning >= 1.50 ' One -Way Footing Shears'. Sliding Ratio 1.799: 1.00 Shear @ Toe 0.327 psi Sliding >= 1.5 OK"r Shear @ Heel 0.000 psi Allow. Footing Shear 85.000 psi Ftg Shear OK Concrete Stem Design Thickness 6.00 in c 2,500 psi Rebar Cover 3.250 in Wall Weight 72.5 pcf Fy 40,000 psi Maximum Moment occurs at 2.60 ft above footing Top .8*Ht .6*Ht A*Ht .2*Ht Bottom Distance above footing 6.00 ft 4.80 ft 3.60 ft 2.40 ft 1.20 ft 0.00 ft Bar Size 4 4 4 4 4 4 ....Spacing 18.00 in 18.00 in 18.00 in 18.00 in 18.00 in 18.00 in Cntr Cntr Cntr Cntr Cntr Cntr ....Location ....Rebar depth 3.00 in 3.00 in 3.00 in 3.00 in 3.00 in 3.00in Ok Ok Ok Ok Ok Ok Moment.... Actual 87.9 ft-# 483.0 ft-# 769.9 ft-# 857.0 ft-# 627.8 ft-# 0.0 ft-# Moment..... Allowable 1,158.0 ft-# 1,158.0 ft-# 1,158.0 ft-# 1,158.0 ft-# 1,158.0 ft-# 1,158.Oft-# Shear..... Actual 9.5 psi 8.3 psi 4.8 psi 1.3 psi 9.7 psi 20.2 psi Shear..... Allowable 85.0 psi 85.0 psi 85.0 psi 85.0 psi 85.0 psi 85.0 psi NorthStar Engineering 20 Declaration Drive 530-893-1600 Page I 1 o Rev. 510001 Title : Dsgnr: MEM Description : Scope: Restrained Retaining Wall Description Retaining Wall (6 ft Height) Date: Job # 7387 Footing Dimensions... 0.75ft Item... Toe Soil Pressure, unfactored 1,265.2 Heel 877.0 psf Toe Width Heel Width 0.75ft ...Allowable 1,500.0 1,500.0 psf ....Total Width 1.50ft ACI Factored Soil Press 1,265.2 877.0 psf Footing Thickness 12.00 in Mu': Upward Loads 497.2 41.4 ft-# Min As % 0.0012 Mu': Downward Loads 59.1 35.4 ft-# fc 2,500 psi Mu :Used For Design 438.2 5.9 ft-# Fy 40,OOO.psi Actual 1 -Way Shear 0.3 0.0 psi Bar Cover In Heel 3.25 in Allow 1 -Way Shear 85.000 85.00psi In Toe 3.25 in Toe Rebar Selections... #&@=1.9.Oin, #5 @ 29.5in, #6 @ 41.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Heel Rebar Selections.. 4@ 19.Oin, #5 @ 29.5in, #6 @ 41.9in, #7 @ 48.Oin, #8 @ 48.Oin, #9 @ 48.Oin Sliding Summary of Sliding Forces... Key Dimensions... Lateral Pressure @ Base of Footing 638.6 lbs Key Depth 14.00 in less Passive Pressure Force 586.81bs Key Width 12.00 in less Friction Force 562.3 lbs . Key Distance from Toe 0.50 ft Added Resisting Force Required 0.0 lbs Soil over toe to neglect for Sliding Factor of Safety 1.799 : 1.00 passive pressure calcs 0.00 in Footing/Soil Friction Factor 0.350 Restraint Req'd @ Top Support 201.4 lbs Resisting Moment Summary Force Item... Vertical Lateral Distance Moment Shear @ Top of Footing 428.61 lbs 1.00 ft 428.6 ft-# Moment @ TOF from Stem Fixity ft-# Active Press. @ Heel Side 227.50 lbs 0.49 ft 110.8 ft-# Active Press. @ Toe Side -17.50lbs 0.33 ft -5.8 ft-# Soil Wt. over Heel -165.00 lbs 1.38 ft -226.9 ft-# Surcharge over Heel Ibs ft ft-# Footing Weight -386.67 lbs 0.86 ft -332.3 ft-# Stem Weight -435.00 lbs 1.00 ft -435.0 ft-# Applied Axial Load @ Stem -620.00 lbs 1.08 ft -671.7 ft-# Soil Wt. over Toe lbs ft ft-# Surcharge Load @ Toe lbs ft ft-# Totals 1,606.7 lbs -1,132.2 ft-# Overturning Stability Ratio : 3.12: 1 OF ••r .NorthStar Engineering Title : Job # 7387 20 Declaration Drive Dsgnr: MEM Date: 530-893-1600 Description Page z N E w Scope: c 12 Rev. 510001 Cantilevered Retaining Wall . Description Retaining Wall at House (6 FT) General 111 Retained Height = 6.00 ft Wall height above retained -soil = 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Footinq Data 1,500.0 psf Toe Width = 2.25 ft Heel Width = 0.75 ft Total Footing Width = 3.00 ft Footing Thickness = 12.00 in Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method less Friction Force = - 394.5 lbs Active Soil Pressure - Heel Side = 35.0 psf Active Soil Pressure - Toe Side = 35.0 pcf Passive Pressure = 250.0 pcf Water table height over heel = 0.0 ft Slidinq Data Footing Design Results Friction Factor @ Footing & Soil = 0.300 ...neglect ht. for passive = 0.00 in Lateral Sliding Force = 840.0 1 P WALL STABILITY RATIOS Overturning Stability Ratio = 1.45 Ratio < 1.5! Sliding Ratio Ratio = 1.53 vas assive Pressure Force = - 888.9 lbs Footing Key Data less Friction Force = - 394.5 lbs Distance from Toe = 2.00 ft Added Restraint Force Required = 0.0 lbs Width = 12.00 in Depth = 20.00 in Footing Design Results = F = FY 2,500 psi 40,000 psi Minimum Footing Rebar Options...... Minimum As % = 0.0018 Toe Side...... Heel Side.... Rebar Cover @ Top = 2.00 in Not req'd Not req'd Rebar Cover @ Bottom = 3.00 in Mu < S * Fr Mu < S * Fr Toe Heel ACI Factored Soil Pressure = 1,785 0 psf Mu': From Upward Loads = 0 0 ft-# Mu': From Downward Loads = 0 35 ft-# Mu: Used For Design = 2,142 35 ft-# Actual One -Way Shear = 13.72 2.49 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One -Way Shear = 85.00 85.00 psi Desiqn Summary Total Bearing Load = 1,315 lbs Summary of Stem Section Designs.... ...resultant ecc. = 9.75 in Top: 6 in Conc, #4@ 9.00 in@Cntr, From 6.0 ft to 0.0 ft Soil Pressure @ Toe = 1,275 <= 1,500 psf Soil Pressure @ Heel = 0 <= 1,500 psf ACI Factored Press @ Toe = 1,785 psf ACI Factored Press @ Heel = 0 psf Footing Shear @ Toe = 13.7 <= 85.0 psi Footing Shear @ Heel = 2.5 <= 85.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 1.45 Ratio < 1.5! Sliding Ratio Ratio = 1.53 NorthStar Engineering Title: Job# 7387 20 Declaration Drive Dsgnr: MEM Date: 530-893-1600 Description PageZ�JI E W scope PACE �3 F0001 Cantilevered Retaining Wall Description Retaining Wall at House (6 FT) Stem Design & Construction ' Top Stem Design location for stem is at Stem OK this height above footing = 0.00 ft Wall Material Above "Ht" = Concrete Thickness = 6.00 in Rebar Size = # 4 Rebar Spacing = 9.00 in Rebar Placed at = - Center Design Data fb/FB + fa/Fa = 0.960 Total Force @ Section = 1,071.0 lbs Moment.... Actual = 2,142.0 ft-# Moment..... Allowable = 2,232.2 ft-# Axial Stress.... Actual = Axial Stress..... Allowable = Shear..... Actual = 29.75 psi ' Shear..... Allowable = 85.00 psi . Bar Embed ABOVE Ht. = 12.00 in Bar Embed BELOW Ht. = 6.00 in Wall Weight = 75.0 psf Rebar Depth 'd' = 3.00 in Masonry Data fm = Fs Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Concrete Data fc = 2,500 psi FY = 40,000 psi NorthStar Engineering Title: Job# 7387 20 Declaration Drive Dsgnr: MEM Date: 530-893-1600 Description Page N S HE ET scope PA eg, E I -d o g I.-4 L"m 510001 Cantilevered Retaining Wall Description Retaining Wall at House (6 FT) Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 857.5 2.33 2,000.8 Soil Over Heel 165.0 2.88 474.4 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Toe Active Pressure = -17.5 0.33 -5.8 Soil Over Toe Surcharge Over Toe Stem Weight(s) _ Earth @ Stem Transitions = 450.0 2.50 1,125.0 Footing Weight _ Key Weight = 450.0 1.50 675.0 Vert. Component = 250.0 2:50 625.0 Added Lateral Load = Load @ Stem Above Soil = TOTALS = 840.0 lbs O.T.M. = 1,995.0 1,315.0 R.M. = 2,899.4 Resisting/Overturning • Total used for Soil Pressure = 1,315.0 (+ Axial Live Load, - Vertical Soil Component) Ratio = 1.45 Vertical component of active pressure used for soil pressure Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Used To Resist Overturning July 19, 2001 Brian and Peggy Churchill P.O. Box 1363 Paradise, CA 95967 Department of Development Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-400-040 Building Permit Number: 0 1- 13 09 Services This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: russ A is not in the truss package. Truss B3 is not on the truss layout. Please indicate on the plans the two interior bearing points on truss Al 0. . Where is the water heater? Is there only one water heater? 2x4 studs can go 10 feet tall. If the height of your balloon framing at your raked walls is over 10 feet, provide engineering or use 2x6 studs at that location The window sizes on the floor plan and the elevations do not agree in some areas (sidelights at front door and bathroom window on the right side) Please coordinate Your energy calculations indicate that the mechanical ducts are in the attic. Is this correct? Please show the bracing of your cripple walls on the plans, and their height. ,o9o- The engineer will need to stamp and sign the plans when they are ready to issue. STRUCTURAL COMMENTS: None PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1 of 2 1. Impact fees: 1.1. Complete and return the Butte County School Impact fee certification form. 1.2. Sheriff fees = $360.00. 1.3. Durham Parks and Recreation fee form 2. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. The clearance from 1991 is no longer valid. The Health Department will need to clear the new plot plan and new floor plan. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Plans Examiner 2 of 2 Aug -03-01 09:55A P_01 in -o -da too exp Me the review of your plans. please complete the followioj harmauon alts ..,.�..� ,--._ Jyvur ft.$ , this form is not complete. as to all correcdon hems. we Will not be able to soocpt Your re-sau"atal for review. iIWM M= b response to every item requWW in our plan eorrocdon tetter. "Bp O&CI ' is dot considered a valid response. pleaft 106 response to each item and rho kcWou wbere the bAcmadon can be found on the pynf/alCS. ATTACH THU FOM TO A COPY OF YOUR PLAN REVMW LETTER AND REMM— WITH REVISED AND ORIG � 7ASSVESSORS AS NAME DATE:fEU.G'f c LA" �Lc, PARCEL NUMBER PERMIT NUMBER -loo - a-4 D rRE7;SPL0N4sE FOR PLAN CHECK LETTER OATEN: 9-200( Co raj le -a ed $- gj-v PLAN CHECK ITEM R RESPONSE BY: LOCATION ON PLANS/CALCS: 1 6,_I �. 1 , l - In►,11, T✓qr s Ca IC -5 COMMENTS: `!°� /'eV l Spti (rrJ�t S �4�DP-� GC/c- PLAN CHECK ITEM 0 3 RESPONSE BY: L'i , IV. 1 LOCATION ON PLANSICALCS: 5Aee;t- A l COMMENTS: U I 101a,1. Poe.,f'IGG 1�•� t> A � v t X40" ," L"l , 7 Co vee s pe t o � PlG yy � S�tp '"T-/'; ahs 1ta�e 6ee.� �lov� f4tv�k& Aug -03-01 09:55A P_01 in wdu to expc&tc ft review of your place:, please oomptete, the IlbuowinT jnwrmauou inti .a•r...._........ -at" this form is not complete. as to aU oonwaoa items. wa Will not be able to =WTw m4amittal for t+cview. Them mw t ,upon= to every item requatod in our pba comoction letter. "By odwrf is not o0asidcc0d a valid response. pka,,w Ina mspoase to each item and dw lom ion wbcce dre Wft madon can be found on the plaaslaiCs. ATTA�CM TIM FOM TO A COPY OF YOUR PLAN REMW LERlR AMD RECUR=r w aEVISED ANI) O�Q CMF -RS NAME tM1TE: ESV 140 � 1'E�iU'f C44LA c -N ILL RESPONSE FOR PLAN CHECK LETTER DATED: '?-19-2ov( PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANSICALCS: 4 ,,,,.9: 5���fs A-1 f A -z -z COMMENTS: I 1 �lU fife V e.- S1ld e i k vu� a e it `L ' 2 • Z s Q� AIlc,ar 7 �, /D,, 011AA Call -411t. A150 61-dCM-11 �r Dr rc il0 l� -I-� al 1�t55 PLAN CHECK ITEM R RESPONSE BY: LOCATION ON PLANSICALCS: AA I� COMMENTS: Uv 16 �eGf G0 42 /e- /c, erte eP r r e- Vt ¢ fb re - fo, / July 24, 2001. 1:55 PM Monday, July 23, 2001 6:30 PM From: Matt Thompson Constr To: Matt Thompson Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530)••538-2140- F -AX-- July 19, 2001 Brian and Peggy Churchill PO Box 1363 Paradise, CA 95967 Fak Number: 530-872-5260 From: STI Customer, Assessor Parcel Nunibe-r -04. 1-400-040 — - - Building Permit Number 01=1309 . Page 2 of 2 • . • Page: -2 of 3 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART -I below. Please respond in writing to each comment in PART -I by completing and returning --he enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your ..complete • and clear -response •trill• exp-edi-te -the. •re -check • and.. approval of this project. PART -I Provide additional information and/or make revisions to plans, specifications and calculatibns'as follows: NUN -STRUCTURAL. COMMENTS.— 1. Truss A is not in the truss package. 2. Truss B3 is not on the truss layout. 3. Please indicate on the plans the two interior bearing points on truss A10. Whe..re is the water heater? Is there only one water heater? 5 . 2x4' studs can go 10"feet' tall, if the height of your balloon framing at your raked walls is over 10 feet, provide engineering or use 2x6 studs. at that location 6. The window sizes on the floor Plan and the elevations. -do not ............... .. ...... agree in some areas (sidelights 'at front door and bathroom window on the right side) Please Coordinate 7. Your eaevyy calc:ulaLivtis irrdica-te that- t1ru in the attic. Is this eorrcct-? 8. Please show the bracing of your cripple walls on the plans, and their height. 9. The engineer will need to stamp and sign the plans when they are ready to issue STRUCTURAL COMMENTS. RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: aulchk Building Permit Number: Plans Examiner: Linda Simpson A. P. Number: GENERAL: �- --r Zoning requirements — (number of permitted living units). ✓/�%G�/� Plans signed by the designer. ,1. Proper description of work on the application. t Existing violations on the property. l tea! Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ ; 7 Federal Aid Route and/or Federal Aid Secondary Route setback requirement r, 3 Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). jM Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a shed sill height not more than '44" above the floor (Uniform Building Code section 310.4).,�� Skylights (Uniform Building Code section 2409 & 2603.7). ( Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes niform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).. ,.=wall's walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all.loads (Uniform;Building Code section 1806.3). UCTURAL DETAILS:" i�WBraced wallpanels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels �must.be in line or.offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not ., exceed 34 feet on center in both the longitudinal'and transverse directions (UBC section 2320.4.1.) Braced wall linesmustbe continuous throughout the structure.4� 1Y ' A,California licensed architect or registered-engineer,must prepare a lateral analysis for the areas of the building thai do, not comply with the Uniform. Building Code: :This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 7 — Clerestory requiring balloon framing and/or engineering. — L'nr wA Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 4 .Floor. construction details complete enough to construct building. jEleiations and wall construction details complete enough to construct building. construction details complete enough to construct building. Tri+ S 1 &tQ place construction detail_s and calculations if necessary. age. door header si;ks).ch header size(s). ical header size(s). d heights. c N a.q . High expansive soil special foundation design required. itning walls requiring design.. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement_ Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). xterior plaster — weep screeds (Uniform. Building Code section 2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-13-1 & 2). oMn insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2): Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ound requirements. Energy design compliance.and supporting documentation. CDF responsible area requirements. UILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 NorthStar ENGINEERING Civil Engineers - Planners • Surveyors I have reviewed the truss submittal for the Churchill residence located on Addy's Lane in Butte Valley as provided by Design Assistance dated 4/24/01. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based .on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 TABLE OF CONTENTS TOC ------------------- Project Title.......... Thompson Construction Date..08/04/01 19:51:04 Project Address........ Addys Lane ******* --------------------- Butte County, CA *v5.00* I (� l0-0 F I Documentation Author... Wayne Dailey ******* I Building pPer it # I Dailey Enterprises I �_5 O P.O. Box 5771 I Plan Check / Date I Oroville, CA 95966 I I 534-1229 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File -00 008C Wth-CTZllS92 Program -TOC I I User#-MP2174 User -Dailey Enterprises Run-00_008C_firstrun I ------------------------------------------------------------------------------- TABLE OF CONTENTS ----------------- Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 FORM C -3R ................. 11 HVAC SIZING............. . 15 15UTTE COMTf BUILDING DED A ' ff I�Ar � 7-19 -ol CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 Project Address........ Addys Lane ******* --------------------- Butte County, CA *v5.00* I I Documentation Author... Wayne Dailey ******* I Building Permit # I Dailey Enterprises I I P.O. Box 5771 ( Plan Check / Date I Oroville, CA 95966 I I 534-1229 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -00 008C Wth-CTZllS92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run -00 008C firstrun I ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2319 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 20.4 % of floor area Average Glazing U -value.... 0.53 Btu/hr-sf-F Average Glazing SHGC....... 0.65 FENESTRATION ------------ BUILDING SHELL INSULATION Component Frame ------------------------- Cavity Sheathing Total Assembly Type ------------ Type R -value R -value R -value U -value Location/Comments Wall ------- Wood -------- R-15 -------- R-0 ------- R-15 ------- 0.073 ------------------------ Front, Left Side Shading Fins Window Front (W) 76.8 Right Side Wall Wood R-15 R-0 R-15 0.081 Front, Left Side 86.6 0.520 0.650 Standard Standard Yes Rear, Right Side Floor Wood R-19 R-0 R-19 0.037 VentCrawlSpace Roof Wood R-11 R-27 R-38 0.025 VentAtticSpace FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation -------------------- (sf) ----- Value SHGC Shading Shading Fins Window Front (W) 76.8 ------ 0.520 ------ 0.650 --------------- Standard -------------- Standard ----- Yes Window Left (N) 86.6 0.520 0.650 Standard Standard Yes Window Back (E) 110.0 0.520 0.650 Standard Standard Yes Window Right (S) 160.0 0.520 0.650 Standard Standard Yes Skylight Horz 40.0 0.680 0.670 None None Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 MICROPAS5 v5.00 File -00 008C' Wth-CTZllS92 Program -FORM CF -1R User#-MP2174 User -Dailey Enterprises Run-00_008C_firstrun I ------------------------------------------------------------------------------- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS 1. Water heater is located in garage space. Hot water pipe shall be insulated. Insulation on pipe shall be continuous from water heater tank to conditioned space of residence. HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.900 AFUE Crawlspace R-4.2 No No Setback ACSplit 11.00 SEER Crawlspace R-4.2 No No Setback ' WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ Storage ----------- ------------------- Gas Standard -------------- 1 0.58 ------ . 40 ---------- R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS 1. Water heater is located in garage space. Hot water pipe shall be insulated. Insulation on pipe shall be continuous from water heater tank to conditioned space of residence. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 MICROPAS5 v5.00 File -00 008C Wth-CTZllS92 Program -FORM CF -1R I User#-MP2174 User -Dailey Enterprises Run-00_008C_firstrun ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Matt Thompson Name.... Wayne Dailey Company. Matt Thompson Constructon Company. Dailey Enterprises Address. 7308 Penz Road Address. P.O. Box 5771 Paradise, CA 95969 Oroville, CA 95966 Phone... (530) 571-4262 Phone... 530-534-1299 License. #491119 Signed.. Signed.. (date) date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thompson Construction Date..08/04/01 19:51:04 Project Address........ Addys Lane ******* --------------------- Butte County, CA *v5.00* I I Documentation Author... Wayne Dailey ******* I Building Permit # Dailey Enterprises I I P.O. Box 5771 I Plan Check / Date Oroville, CA 95966 I I 534-1229 I Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. I MICROPASS v5.00 File -00_008C Wth-CTZllS92 Program -FORM MF -1R I User#-MP2174 User -Dailey Enterprises Run -00 008C firstrun ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- er *150(a): Minimum R-19 ceiling insulation. o 150(b): Loose fill insulation manufacturer's labeled R -Value. YEI--._ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ES YES Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R ------------------------------------------------=------------------------------ ------------------------------------------------------------------------------- Project Title.......... Thompson Construction Date..08/04/01 19:51:04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I MICROPAS5 v5.00 File -00 008C Wth-CTZllS92 Program -FORM MF -1R I User#-MP2174 User -Dailey Enterprises Run -00 008C firstrun I ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- er 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and -no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). leiFt) ES ES `SES J Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thompson Construction Date..08/04/01 19:51:04 MICROPAS5 v5.00 File -00 008C Wth-CTZllS92 Program -FORM MF-lR' User#-MP2174 User -Dailey Enterprises Run-00-008C_firstrun I ------------------------------------------------------------------------------- LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. yeS 150(k)2: Rooms with a shower or bathtub'must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. `iEGi COMPUTER METHOD SUMMARY Page 7 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thompson Construction Date..08/04/01 19:51:04 Project Address........ Addys Lane *******--------------------= Butte County, CA *v5.00* I I Documentation Author... Wayne Dailey ******* ► Building Permit # I Dailey Enterprises I I P.O. Box 5771 I Plan Check / Date Oroville, CA 95966 I I 534-1229 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.00 File -00 008C Wth-CTZllS92 Program -FORM C -2R I User#-MP2174 User -Dailey Enterprises Run -00 008C firstrun ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPASS ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = - Space Heating.......... 16.95 13.62 3.33 = - Space Cooling.......... 14.89 18.24 -3.35 = = Water Heating.......... 11.91 10.81 1.10 = = Total 43.75 42.67 1.08 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2319 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear. Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 20152 cf 0 sf 20.4 % of floor area 0.53 Btu/hr-sf-F 0.65 8.7 ft COMPUTER METHOD SUMMARY Page 8 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thompson Construction Date..08/04/01 19:51:04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -00 008C Wth-CTZllS92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run-00_008C_firstrun ------------------------------------------------------------------------------- OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- ---- ----------------- ---------------- HOUSE 1 Wall 291 0.073 15 270 90 Yes WW.15.2X4.16 Front 2 Wall 40 0.081 15 270 90 Yes WS.15.2X4.16 Front 3 Wall 80 0.073 15 0 90 Yes WW.15.2X4.16 Left Side 4 Wall 116 0.081 15 0 90 Yes WS.15.2X4.16 Left Side 5 Wall 189 0.081 15 0 90 No WS.15.2X4.16 Left Side 6 Wall 298 0.081 15 90 90 Yes WS.15.2X4.16 Rear 7 Wall 32 0.073 15 180 90 Yes WW.15.2X4.16 Right Side 8 Wall 280 0.081 15 180 90 Yes WS.15.2X4.16 Right Side 9 Floor 2319 0.037 19 n/a 0 No FC.19.2X6.16 VentCrawlSpace 10 Roof 2279 0.025 38 n/a 0 Yes R.38.2X6.24 VentAtticSpace FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- HOUSE 1 Window - Front (W) 17.8 0.520 0.650 270 90 Standard/0.76 Standard/0.68 2 Window Front (W) 3.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 3 Window Front (W) 20.0 0:520 0.650 270 90 Standard/0.76 Standard/0.68 4 Window Left (N) 16.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 5 Window Front (W) 20.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 6 Window Front (W) 16.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 7 Window Left (N) 16.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 8 Window Left (N) 3.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 9 Window Left (N) 16.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 10 Window Left (N) 17.8 0.520 0.650 0 90 Standard/0.76 Standard/0.68 11 Window Back (E) 18.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 12 Window Left (N) 17.8 0.520 0.650 0 90 Standard/0.76 Standard/0.68 13 Window Back (E) 20.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 14 Window Back (E) 18.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 15 Window Back (E) 36.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 16 Window Back (E) 18.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 17 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 18 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 19 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 20 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 21 Window Right (S) 16.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 22 Skylight Horz 8.0 0.680 0.670 270 0 None/l None/l BUILDING ZONE INFORMATION Floor ------------------------- # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) -------------- ----- (cf) Units ------- ----- itioned Type ------------------ (ft) ----- (sf) -------- Credit --------- HOUSE Residence 2319 20152 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- ---- ----------------- ---------------- HOUSE 1 Wall 291 0.073 15 270 90 Yes WW.15.2X4.16 Front 2 Wall 40 0.081 15 270 90 Yes WS.15.2X4.16 Front 3 Wall 80 0.073 15 0 90 Yes WW.15.2X4.16 Left Side 4 Wall 116 0.081 15 0 90 Yes WS.15.2X4.16 Left Side 5 Wall 189 0.081 15 0 90 No WS.15.2X4.16 Left Side 6 Wall 298 0.081 15 90 90 Yes WS.15.2X4.16 Rear 7 Wall 32 0.073 15 180 90 Yes WW.15.2X4.16 Right Side 8 Wall 280 0.081 15 180 90 Yes WS.15.2X4.16 Right Side 9 Floor 2319 0.037 19 n/a 0 No FC.19.2X6.16 VentCrawlSpace 10 Roof 2279 0.025 38 n/a 0 Yes R.38.2X6.24 VentAtticSpace FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- HOUSE 1 Window - Front (W) 17.8 0.520 0.650 270 90 Standard/0.76 Standard/0.68 2 Window Front (W) 3.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 3 Window Front (W) 20.0 0:520 0.650 270 90 Standard/0.76 Standard/0.68 4 Window Left (N) 16.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 5 Window Front (W) 20.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 6 Window Front (W) 16.0 0.520 0.650 270 90 Standard/0.76 Standard/0.68 7 Window Left (N) 16.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 8 Window Left (N) 3.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 9 Window Left (N) 16.0 0.520 0.650 0 90 Standard/0.76 Standard/0.68 10 Window Left (N) 17.8 0.520 0.650 0 90 Standard/0.76 Standard/0.68 11 Window Back (E) 18.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 12 Window Left (N) 17.8 0.520 0.650 0 90 Standard/0.76 Standard/0.68 13 Window Back (E) 20.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 14 Window Back (E) 18.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 15 Window Back (E) 36.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 16 Window Back (E) 18.0 0.520 0.650 90 90 Standard/0.76 Standard/0.68 17 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 18 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 19 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 20 Window Right (S) 36.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 21 Window Right (S) 16.0 0.520 0.650 180 90 Standard/0.76 Standard/0.68 22 Skylight Horz 8.0 0.680 0.670 270 0 None/l None/l COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 MICROPAS5 v5.00 File -00 008C Wth-CTZ1lS92 Program -FORM C -2R User#-MP2174 User_Dailey Enterprises Run-00_008C_firstrun ------------------------------------------------------------------------------- FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- 23 Skylight Horz 8.0 0.680 0.670 270 0 None/l None/l 24 Skylight Horz 8.0 0.680 0.670 270 0 None/l None/l 25 Skylight Horz 16.0 0.680 0.670 270 0 None/l None/l OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- HOUSE 4 Window 16.0 4.0 4.0 8 .5 3.5 0 3.5 54.0 .5 0 0 0 5 Window 20.0 3.0 6.7 12 .5 2.5 2.5 2.5 4.0 .5 2.5 12.0 .5 6 window 16.0 4.0 4.0 2.5 .5 36.0 13.0 n/a n/a n/a 13.0 8.0 .5 7 Window 16.0 4.0 4.0 32 .5 19.0 5.0 n/a n/a n/a n/a n/a n/a 8 Window 3.0 3.0 1.0 32 .5 9.0 16.0 n/a n/a n/a n/a n/a n/a 9 Window 16.0 4.0 4.0 32 .5 0 24.0 n/a n/a n/a n/a n/a n/a 11 Window 18.0 6.0 3.0 2.5 .5 2.0 6.0 2.0 5.0 .5 0 0 0 12 Window 17.8 2.7 6.7 2.5 .5 .5 1.5 0 0 0 1.5 11.0 .5 17 Window 36.0 6.0 6.0 2.5 .5 8.0 4.0 8.0 2.0 .5 0 0 0 18 Window 36.0 6.0 6.0 2.5 .5 1.5 10.5 1.5 2.0 .5 0 0 0 19 Window 36.0 6.0 6.0 .5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 36.0 6.0 6.0 .5 .25 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 16.0 4.0 4.0 2.5 .25 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff ------------------------------------------------------------------------- HOUSE Furnace 0.900 AFUE. Crawlspace R-4.2 No No 0.743 ACSplit 11.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 MICROPAS5 v5.00 File -00 008C Wth-CTZ11S92 Program -FORM C -2R User#-MP2174 User -Dailey Enterprises Run-00_008C_firstrun I ------------------------------------------------------------------------------- REMARKS 1. Water heater is located in garage space. Hot water pipe shall be insulated. Insulation on pipe shall be continuous from water heater tank to conditioned space of residence. CONSTRUCTION ASSEMBLY Page 11 3R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 MICROPASS v5.00 File -00 008C Wth-CTZllS92 Program -FORM 3R I User#-MP2174 User -Dailey Enterprises Run-00-008C_firstrun I ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . WW.15.2X4.16 Description .... Wall R-15 2x4 16oc Type ........... Wall R -Value ........ 15 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R-Value 0. ------------- FILM.EX ---------------------------------------- Exterior air film: winter value --------- 0.17 --------- 0.17 1. PART.BD.0.63 0.625 in particle board 0.82 0.82 2. PLY.0.38 0.375 in plywood 0.47 0.47 3. BLDG.PAPER Building paper (felt) 0.06 0.06 4c. BATT.R15 R-15 batt insul (cavity = 3.5 in) 15.00 -- 4f. FIR.2X4 2x4 fir -- 3.46 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 17.65 6.11 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 17.65 x 0.85) + (1 / 6.11 x 0.15) = 0.073 Btu/hr-sf-F Total R -Value: 1 / 0.073 = 13.76 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 MICROPASS v5.00 File -00 008C Wth-CTZllS92 Program -FORM 3R User#-MP2174 User -Dailey Enterprises Run-00_008C_firstrun ------------------------------------------------------------------------------- ------------------------------- Parallel Path Method Reference Name . WS.15.2X4.16 Description .... Wall R-15 2x4 16oc Type ........... Wall R -Value ........ 15 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 -------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. ------------- FILM.EX ----------------------------- ----------- Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R15 R-15 batt insul (cavity = 3.5 in) 15.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 16.53 --------- 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 16.53 x 0.85) + (1 / 5.00 x 0.15) = 0.081 Btu/hr-sf-F Total R -Value: 1 / 0.081 = 12.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 13 3R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Thompson Construction Date..08/04/01 19:51:04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.00 File -00 008C Wth-CTZllS92 Program -FORM 3R User#-MP2174 User -Dailey Enterprises Run -00 008C firstrun ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . FC.19.2X6.16 Description .... Floor Crwl R-19 2x6 16oc Type ........... Floor R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing 16 inches on center Framing Frac.. 0.10 --------------------------------- Sketch of Construction Assembly LIST FRAMING OF CONSTRUCTION COMPONENTS Material Cavity Frame Name ------------- Description -----=--------=------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. CRAWLS -PACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X6 2x6 fir -- 5.45 3. PLY.0.75 0.75 in plywood 0.93 0.93 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values --------- 29.10 --------- 15.55- 5.55 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 29.10 x 0.90) + (1 / 15.55 x 0.10) = 0.037 Btu/hr-.sf-F Total R -Value: 1 / 0.037 = 26.77 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 14 3R Project Title.......... Thompson Construction Date..08/04/01 19:51:04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.00 File -00 008C Wth-CTZllS92 Program -FORM 3R I User#-MP2174 User -Dailey Enterprises Run-00-008C-firstrun I ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . R.38.2X6.24 Description .... Roof R-38 2x6 24oc Type ........... Roof R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ....... 24 inches on center Framing Frac.. 0.07 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value 0. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X6 2x6 fir -- 5.45 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 --------- 0.61 --------- Total Unadjusted R -Values 41.15 .35.60 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value: (1 / 41.15 x 0.93) + (1 / 35.60 x 0.07) = 0.025 Btu/hr-sf-F Total R -Value: 1 / 0.025 = 40.71 hr-sf-F/Btu HVAC SIZING Page 15 HVAC Project Title.......... Thompson Construction Date..08/04/01 19:51:04 Project Address........ Addys Lane ******* --------------------- Butte County, CA *v5.00* I I Documentation Author... Wayne Dailey ******* I Building Permit # Dailey Enterprises I I P.O. Box 5771 I Plan Check / Date I Oroville, CA 95966 I I 534-1229 I Field Check/ Date I Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPASS v5.00 File -00 008C Wth-CTZllS92 Program -HVAC SIZING I I User#-MP2174 User -Dailey Enterprises Run-00_008C_firstrun I ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2319 sf Volume ..................... 20152 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description -------------------------------------------- (Btuh) (Btuh) ----------- Opaque Conduction and Solar...... 9884 4957 Glazing Conduction ............... 10103 6567 Glazing Solar .................... n/a 20404 Infiltration ..................... 11462 4706 Internal Gain .................... n/a 2550 Ducts ............................ 3145 1959 Sensible Load .................... 34594 41143 Latent Load ...................... n/a 8229 ----------- Minimum Total Load 34594 ----------- 49372 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 041-400-'040 00-1890 CIIURCIULL, BRIAN & MARGARET ADDY'S LN, BUTTE VALLEY ELE. SERV. FOR FUTURE LOT DEV. OFFICE COPY Address G M er B ELECTRIC Meter By Date Eia COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 IT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-40-0-040 ZONING BUILDING PERMIT OWNER pRIAi� r TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. BOX 1363, P CONTRACTOR'S NAME /���y�� �y�Dy OWNER WORK TELEPHONE 8 ` CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS END OF AMYS LANE BUM VALLEYEnergy Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FUTURE LOT DEVF,LOPMENU Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I PERMIT FEE $ " ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service zo.A OR LESS 1 23.0072 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: T I, as owner of the property, or my employees with wages as their sole compensation, will 'do the work, and the structure is not intended or offered for sale'. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason } WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the perforrAannce of the work for which this permit is issued. ❑ 1 have end will maintain workers' compensation Insurance, as required by Section 1 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ,- Policy Number (The e�bove sections need not be completed if the permit is for work of a valuation of one hundred dos ($100) or less.) ❑ 1 certify that in the p rformance of the work for which this permit is issued, I shall not employ any pe on in any manner so as to become subject to workers' comOprWion laws of California, and agree that if I should become subject to the works ' compensation provisions of sectio '3700 of the Lab o Code, I shall 6i,l Itj�osnply wit 'those provisi ns _ X• X�' / !"�ir%Qol r ;I�..:f's j,`GCr,' Date Signature oy'Appll�carit - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and clen4olition or construction of structures over 3 stories in height. Main Service 200A To IDOOA 46.00 NEW CONST. DWELLING OCCUP. 3.SQSo ORS. AD � S. ( "LTO NON-RESID. 97.50 APPARATUS a SINGLE OUTLET CIR. 20 ' .00 Ex. Occup. OUTLET OR FDCTURES BAL @ .SO FlXED APPLNS. OR 5,00 Ex. Occup. ounETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 0021,00 PRIE PERMIT FEE $ MECHANICAL PERMIT Fling Fee' 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP ,FLOOD CDF PARCEL PD HD L This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By / ���--���yyy t Date'I PERMIT EXPIRES ON ! 1 Date Receipt No. UU WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANTr COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 h� AM IT NO. (Rev. 12/96) a APPLICATION AND PERMIT // ASSESSOR PARCEL NUMBER 041-40-0-040 ZONING BUILDING PERMIT OWNER BRIAN & MARGARET CHURCHILL TELEPHONE 877-6295 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. BOX 1363 PARADISE, CA 95967 CONTRACTOR'S NAME OWNER (WORK) TELEPHONE 872-6486) CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS END OF ADDY'S LANE, BUTTE VALLEY Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FUTURE LOT DEVELOPMENT' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR UES Main Service zoOA OR LESS 23-0023.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIc. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 111 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWEwNG OCCUR OR ADDNS. ( a ACC. S. so 3.5¢FT; =R.,... MULTI.OU. @7,50 APPARATUS a SINGLE OUTLET CI R. OUTLET OR FD(TURES Ex. Occup.BAL 20 Q 1.00 o .w Ex. Occup. OFU(��DS aaID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 INSPECTION 23.00 PERMIT FEE S 89.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not amp) any person in an manner so as to become subject to workers' comp.. tion laws of Cal' r 'a, and ag a that f I should become subject to the w ke ' compe p isions o sectio 3700 of the Lab Code, I shall i o rovlsio X _Date _ Ig o uo Appl a t - ❑Owner ❑Contractor ❑Agent An O HA rmit is required for excavations over 5'0" deep and de olition or construction 0f structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ $9.00 HAZ, D. FEES IMP FLOOD CDF PARCEL PO HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ONHITE•D.D.S.-B.D. the applicable provisions Resolutions to do work been paid. Date Date receiptNo. 302389 / $89.00 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • ,+COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive a Oroville4 California 95965 • Telephone (530) 538-7541 (Rev.1Z96) APPLICATION AND PERMIT __ pD _ 94 NO. ~ o - ¢0 ;:7:7.% BUILDING; PERMIT V / . f FT OCC BU WING VALUATION !ai . • �.FAMrm ARCH QCT OR 00004M R1 Total Valuation is RECEIPT W/-) �S / PERMIT FEE $ SRA $ SHR $ CSA 87 $ CUA $ TUA $ REC r 4f1TIiCD. TOTAL $ 20.00 l 0.00 1 7.00 23.00 15.00 15.00 15.00 15.00 520.00 PERMIT FEE S Filing Fee = Permit Fee = ARCMrRCT OR 0401140417 WAAM AOOPCU Main Service 00:ORR LEss 1Ess 200A O Plan Checkina Fee S eun.o11+o Aoo4rss -. 1160.. 2-7s 200^ To 1000A Energy Plan Checking Fee i NEW CONST. oaAooNs. U6�GGS gO PERMIT FEE S LOT MM 3.SaF PAROEL MAP BRAN c� ) @7.50 4 MECHANICAL PERMIT PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heat Pump water heater SF O Duplex O Mobilehome O Other Water piping 11PEe4Fv TYPE OF WORK Each gas water heater or vent i in Gas stem 1 - 5 outlets New O Addition O „Remodel O Utilities O Inst k*m O E� r, s �v;���� Other O Building sewer r /� Describe Work: [0,Z /t�C.' % E 3A,)1CJL )Z Mobile Home I S I G I W ./ RECEIPT W/-) �S / PERMIT FEE $ SRA $ SHR $ CSA 87 $ CUA $ TUA $ REC r 4f1TIiCD. TOTAL $ 20.00 l 0.00 1 7.00 23.00 15.00 15.00 15.00 15.00 520.00 Ex. Occup. ovneT OR FwTup 9 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 Main Service 00:ORR LEss 1Ess 200A O 23.00 DG Main Service 200^ To 1000A 48.00 NEW CONST. oaAooNs. OWE LNO OCCUP. gO 3.CG AACC.a1Ds. 3.SaF NO*AESiO. BRAN c� ) @7.50 Ex. Occup. ovneT OR FwTup 9 10 7 4.40 SAL .!0 Ex. Occup.U EO 'OR ovnEnin'-ESrO. EA 5.00 Temporary Service 23.00 Moble Home Facilities 20.00 Msc. Wirinq 23.00 3.CG ff4L 4-9, 00 '4,5, I'D PERMIT FEE S 4 MECHANICAL PERMIT Fling Fee 20.00 L Hood I I 0.501 1 PERMIT FE1: S Mobile Home Installation Fee i Energy Inspection fee S oeo co4aT. TM� TOT L FEE $ V", 4UZ O. FEES IV f OOo COP' This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON k. PRE -INSPECTION REPORT • • •• L i -INSPETION FOR DATE TO INSPECTOR: Building Description: Electric: Gas: Commercial/Usage: Residential/# of Units: Currently Occupied Abandoned/Vacant DATE: �� -t� c) A.P. #•--Z/,f90 0 Y ZONING: ) NONE ( FOLLOWS: BUILDING INSPECTOR'S REPORT Yes No Electric currently On_ Off Condition of Electric Natural Propane None Currently On Off_ Obvious Problems: Sanitation: Plumbing Working Well Working Potable Water Obvious SewageProblems ACTION RECOMMENDED: ISSUE: (� Inspector: —T— HOLD FOR Date_,E& C1 2 Sketch buildings on reverse and indicate location on property. A.P. 41-40-40 1 f. Bobby Balch ` n/s Addys Lane ap of Clark Rd. Permit 1482-74 P, util. for MH) `_4 1 40-40 CHURCHILL, Brian at end Addys Ln, 1 Exempts` o_P e.rm_ (store hay, tractors, etc) I i t� ' A.P. 41-40-40 Bobby Balch n/s Addys Lane ap of Clark Rd. Permit 1482-74 P, (util. for MH) l •i CHURCHILL, Brian _�7 S I at end Addys Ln, 1 /AExemption Perm__ (store hay, tractors, etc) + COUNTY OF BUTTE • DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION , ` ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. tev.tZV6) APPLICATION AND PERMIT BUILDING PERMIT S S0. FT- OCC. BUILDING VALUATION v / 9 W1aAN0 a >< 13b 3�-sem OONfAIIrrID111 WLIA AD /-1� y i a v 5 0 K_ VU OONST1UOTION LOOER LENDOrt W R84 ADORNS ARCHITECT oil DONUR ARCOMCT 001 ENONEERI MALOG ADORlSt LOT NO. I SUaONBDNINAW 5, ilk U6�GG�y PARCEL MAP USEOFSTRUCTURE SF O Duplex O Moblehome O Other spEcsr TYPE OF WORK New ❑ Addition O Qemodel O Utilities O Installation O Other O E L, R, Describe Work: &�U/, �e5 ft1J T Fireplace Total Valuation Is Flip Fee $ Permit Fee S Plan Checking Fee $ Energy Plan Checking Fee $ i PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G I W TOTAL $ 20.00 wng ree 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 20.00 48.00 3.50Fo. @7.50 5.00 23.00 20.00 23.00 �d a Fee / 20.00 8.50 PERMIT FEIE S Mobile Home Installation Fee i Energy Inspection fee S occ CONST' TYPE I TOTAL FEE $ NAL. 0. FEES MAP FLOOD COI PAR0.� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which tees have been paid. By - - PERMIT EXPIRES ON Date ___� PERMIT FEE S ELECTRICAL PERMIT Main Service --Mv OR LoR LESsESS 20 Main Service 200A TO 1000A RECEIPT NEA CONST. OWE110 OR ADONS. ONS. Ni AOC. OLDS. NtW FQ 5 1. MULTFOIJTI.ET RANCH CIRCUM PERNIIT FEE $ POWER APPARATUS A 4 oun.ET CR. EX. Occup. olmEr OR FWTURES RA 7D APPV6. OR EX. Occup. OUTLETS 610. EA Temporary Service SHR $ Mobile Home Facilities Misc. Wiring CSA s� $ aztL _ zz , b PERMIT FEE S CUA $ MECHANICAL PERMIT TUA $ Heating —Cooling REC $ Hood Ventilation OTHER: TOTAL $ 20.00 wng ree 20.00 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 20.00 48.00 3.50Fo. @7.50 5.00 23.00 20.00 23.00 �d a Fee / 20.00 8.50 PERMIT FEIE S Mobile Home Installation Fee i Energy Inspection fee S occ CONST' TYPE I TOTAL FEE $ NAL. 0. FEES MAP FLOOD COI PAR0.� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which tees have been paid. By - - PERMIT EXPIRES ON Date ___� Y • AiND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2100 1—to025282 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:59PM 13 -Jun -2001 REC FEE 13.00 CONFORM .00 Alyce Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date (moi `" /,?"Q1 State of California County of BUTTE On 6-13-2001 before me, CHERYT. F._ RRTSTOW notary public personally appeared RRTAN A & MARGARET R CHURCHILL personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s).isfare subscribed to the within instrument and acknowledged to me that b JjWthey executed the same in histheTJtheir authorized capacity(ies), and that by ,vislyer/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand an Icial se CHERYLEBMSMW Signature Seal:Commkaslon# 11201104T Notary Public - caolbni 0 Butts cower A.P. # p / arse - B 5°D 111p0 mBvkwUw21t211De{ DESCRIPTION ORDER NO. W-119730-2 FH ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I' A PORTION OF THE WEST HALF OF SECTION 15, TOWNSHIP 21 NORTH, RANGE. 3 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 15; THENCE FOLLOWING ALONG THE EASTERLY BOUNDARY LINE THEREOF, NORTH 0 DEG. 20' 15" EAST, A DISTANCE OF 300.33 FEET TO A POINT LOCATED 345.0 FEET SOUTHERLY FROM THE NORTHEAST CORNER OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SAID BECL'?ON 15; THENCE LEAVING SAID EASTERLY BOUNDARY LINE, SOUTH 89 DEG. til' 03" WEST, AND Pr ALLEL TO THE NORTHERLY BOUNDARY LINE OF SAID SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTEF :;F SECTION 15, A DISTANCE OF 888.97 FEE'S; THENCE NORTH 2P DEG. 39'- 00" WEST, 162.55 ''BEET; THF-4CE NORTH 88 DEG. 39' 00" WEST, 30.0 FEET TO THE BEGINNING OF A 100.0 FOOT RADIUS CURVE TO THE LEFT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 72 DEG. 00' 25", FOR AN ARC DISTANCE OF 125.68 FEET TO THE BEGINNING OF A 100.0 FOOT RADIUS CURVE TO THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 69 DEG. 40' 28", FOR AN ARC DISTANCE OF 121.61 FEET TO THE END OF SAID CURVE TO THE RIGHT; THENCE SOUTH 89 DEG. 01' 03" WEST, AND PARALLEL TO THE AFORESAID NORTHERLY BOUNDARY LINE OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 15, A DISTANCE OF 819.78 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN THE DEED FROM M. DEAN WORCESTER, ET UX, TO J. PHIL BROSCHE, AN UNT'.ARRIED MAN, DATED DECEMBER 2, 1971 AND RECORDED DECEMBER 29, 1971 IN BOOK 1724 OF. OFFICIAL RECORDS, AT PAGE 345, RECORDS OF DUTTE COUNTY, CALIFORNIA, AND THET POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN. DESCRIBED THENCE NORTH 0 DEC. 70' 53'1 "•AST. A'L0NG THE WEST BOUNDARY OF SAID J. PHIL BROSCHE PROPr:R:Y, A DISTANCE OF 330.03 FEET TO A POINT ON THE NORTH BOUNDAW4 OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SAID SEC!'ION 15; THENCE FOLLOWING ALONG THE AFORESAID NORTHERLY BOU"DARY, SOLYTH 89 DEG. 01' 03" WEST, A DISTANCE OF 46:0.0 FEET TO 7 -HE NORTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN THE DEED :a'ROM M. DEAN WORCESTER, ET UX, TO J. PHIL BROSCHE, AN UNMARRIED MAN, DATED DECEMBER 2, 1971 AND RECORDED DECEMBER 29, 1971 IN BOOK 1724 OF OFFICIAL RECORDS, AT PAGE 347, RECORDS OF BUTTE CJUNTY, CALIFORNIA; THENCE SOUTH 0 DEG. 30' 59" WEST, ALONG THE EAST BOUNDARY OF LAST MENTIONED BROSCHE PROPERTY, A DISTANCE OF 330.03 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE NORILIH 89 DEG. 00' 03" EAST, A DISTANCE OF 460.0 FEET TO THE TRUE POINT OF BEGINNING. CONTINUIE:D PAGE 4 - .. - _.-1111...., 1 � 4 4 -119730-2 F ORDER NO. BPH PARCEL II• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH LYING 30.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHWEST CORNER QUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M. AND THENCE FOLLOWING ALONG THE EASTERLY BOUNDARY LINE THEREOF, NORTH 0 DEG. 20' 15" EAST FOR A DISTANCE OF 300.33 FEET TO A POINT LOCATED 345.00 FEET SOURLY FROM THE NORTHEAST CORNER OF SAID SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF SECTION 15; SAID POINT BEING ALSO THE TRUE POINT OF BEGINNING FOR THE ROAD CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 89 DEG. O1' 03" WEST AND PARALLEL TO THE NORTHERLY BOUNDARY LINE OF SAID SOUTH HALF OF THE SOUTH HALF OF "HE NORTHWEST QUARTER FOR A DISTANCE OF 888.97 FEET; THENCE NORTH 28 DEG. 39' 00" WEST FOR A DISTANCE OF 162.35 FEET; THENCE NORTH 88 DEG. 39' 00" WEST FOR A DISTANCE OF 30.00 FEET TO THE BEGINNING 'OF A 100:00 FOOT RADIUS CURVE TO THE LEFT; THENCE' FOLLOWING ALONG THE ARC OF SAID -CURVE TO THE ±,E:'T THROUGH A CENTRAL ANGLE OF 72 DEG. 00' 25" FOR AN ARC DISTANCE OF 125.68 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE TO. THE RIGHT; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 69 DEG. 40' 28" FOR AN ARC DISTANCE OF 121.61 FEET TO THE END OF SAID CURVE; THENCE SOUTH 89 DEG. O1' 03" WEST AND PARALLEL TO THE AFORESAID NORTHERLY BOUNDARY'LINE OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER FOR A DISTANCE OF 1479.78 FEET TO A POINT LOCATED IN THE WESTERLY BOUNDARY LINE OF SAID NORTHWEST QUARTER AND THE END OF SAID ROAD CENTERLINE. PAGE 5 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541' AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT 0. 00 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place. used by the public. ASS?5(P'f PIARCIE ,60 O 1/0 ZONING z14 mm OWN / PHONE (NCO. �^ OWNER'S ADDRESS A �� 69 u.s�� h l� r i s e /� l�'S"�� LOCATI N OF BUILDING lao ' c ClorI Or v; lie, US OF UILDING fl� � / (ex f -O r c -tors e sl F STRUCTURE 30 'X Al = / 00 SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDINGROOF COVE IN G c °I ` C��srn FLOOR TYP� 1,0012d0 m r e� ESTIMATED COST OF CONSTRUCTION $ 6 000 AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: ' r C> a FRONT.,, SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date !z / Signature of Owner Permit Fee - $25-60 5"0°f The above described AG Building is exempt from a building permit. FLOOD{ PARCEL P.D. ROOFIN ISSUE Receipt No. Director of Public Works By Date Z'J F White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant T'•'��lYf �}4!*Ra::"�'r.?ir.S�d- r�,c";.,sr•,}h `-Si='}�i"�.��`�'.� "' %fii� $_ COUNTY OF BUTTE - DEPARTMENT _O OUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 _ PERMIT APPLICATION DATA SHEET --- f Permit No. OWNER 1^ I t/ Proposed Building Use 12iamp ;00 Building Inspector Date % / r At time of • ermit 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........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions...................................0.......0........... 10. Fees of $ 0.......0 ............... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit. ' 16. Plot plan and business license approval from City of (see City for other requirements) y� 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, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .... . 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization .................................. . 26. 27. oe When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for p ckup at office. Deliver w/inspector. Other Applicant u Date) LQL Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone,_mail—counter by .date I r Contractor, designer, owner, was advised of above required data by—phone —mai l—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner L ati.on AP# Plan Approved for: Sewage Disposal ._ Water Supply Le l Hold final for• Final clearance O.K. for: Clearance for 3 bedroom mobile me. Other NOTE *** Sanitarian Water Supply Water Supply �0 Date TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Kmer L cation AP# Plan Approved for: Sewaqe Disposal Water Supply ALi`/ Hold final for: Water Supply Pinal clearance O.K. for: Water Supply Clearance for i3-- bedroom mobil ome. Other NOTE *** hKIL ! Sanitarian Date '.� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 1114fo `� 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 `APPLICATION AND PERMIT cull lul 1" ICf11CJCI1leU VCJ UI UIC lwunly UI CSUIIC Lu enter upun me above-mentioned property for inspection purposes. Signatu/e of Perm oKe or Agent � Receipt No. vv // 09 � " t,G !? - White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date ............................................ BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address Tel phone No. / Fireplace Valuation Contractor(27 Qa, 7 1 Mailing Address�.^� rmit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address 04WAI-LI4, PLUMBING No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 / O— �V ,� A. P. No. I� W Aon �g Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W.C. anitation Parking I Parcel EOA Plans Declaration Fire Dept. Fire Zone Use Permit Building sewer 5.00 Parcel Map 60' R/W I Improvements Lawn sprinkler system 2.00 d ` Parcel Approval Plan pproval Permit Fee $ $ To NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 X04 SCZ F-7-" /%f G-.,:pU2 -S,-A-C-g Water Heater or Space Heater 1.00 Light fixtures bl_0 i ao Receps., switches & fix outlets 1 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, .Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. FanorF.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilitieg 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring --^W1 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of zIorkmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 TOTAL PERMIT FEE $ cull lul 1" ICf11CJCI1leU VCJ UI UIC lwunly UI CSUIIC Lu enter upun me above-mentioned property for inspection purposes. Signatu/e of Perm oKe or Agent � Receipt No. vv // 09 � " t,G !? - White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date ............................................ ' Phis ca of plans s"npeeilsevem Must Bo' TTE COUNTY hopt on the job at all times and it is. unlawful to BU make any changes or alterations on same w 7hout mitten permisson from the Department of Public BUILDING DEPARTMI Works, County of Butte. P /� � R ©v E D n r 7 [ ®/✓ G L the -. Setback shall be 5 ft. from ""the 'side property line and 50 ft. from the centerline of the road, permitting _ ;i maximum 'of a 2 ft. eave overhang aN\ <�a o O Q, °° �k ire �o °41 O' eta ��e r ! S °rod` , a 006/ moa YTNUOo 9. rT.uB �d T2UM :ano;hKArs rTe znslq 10 tsz 2NI +� of lulwsinu ti ti bns tsmit Its is doi -adt no tqsA _ `���M`TlAga4 @MIOJf(.18 t�ol r9 jodiw rnnm16 9C' e�itt Z mo��notz m, q n ttGw , ©] V O n n g A• i gttII8 io vtnuOD ,2AIOW mows .t} ed (fride A:)fjdts2 or moil .11 OZ bn6 snit ytiego-tq sbia snit ' pnittimieq ,b.ioi crit to snshetne:) sr'-, a�r.1 C;rlf,rl�9✓C� 9�' ;9 :t� �' �, ICS m:;rr+'x'.'•, ` »` O,n �, j 0,y o (�o ��i �' 0* 1i/i� syr/ N 6Ta��9r '; �Yr v0 ak,tcoi �r j 7-7= COUNTY OF.BUTTE - DEPARTMENT OF PUBLIC WORKS 0i"43SCoalnty Center Drive, OroviTle, California 95965 PHONE: 916-534-4541 �o d �S E DATE RE: /vp. With reference to the above subject: Attached is: Application for permit Building Plans Engr. Calcs. OTHER We need the following information: Typical Plan Sheet Mobile Home Sheet List of Codes Enforced Permit application signed and completed where indicated with all copies returned. _ Fees of $ Certificate of Workmen's Compensation Insurance. Contractors License Law information, Letter authorizing signature of Complete plans, in duplicate, including plot & floor plans and complete structural details. Plot plans in duplicate. Structural details in duplicate. Complete plans, in duplicate, prepared by registered civil engineer or architect. Engr, calcs. Two (2) sets of plans in accordance with changes marked in red. Sanitation approval from Butte County Health Dept, 695 Oleander Ave., Chico. 2430 Bird St., Oroville. Skyway & Elliott Rd,,Paradis. Planning approval, i.e,, use permit, variance, rezoning, etc., from Butte County Planning Dept., 7 County Center Dr., Oroville. Improvement Plans. Parcel declaration reoorfiing data. Verification of �+ks e� right of way by deed. Verification of legally created parcel by deed. Deed for right of way. Parcel map recorded. OTHER As soon as we receive the above data, we will process your application, or, should you have any questions concerning the above, please contact this office. Yours very truly, Clay Castleberry. Director of Public Works J.F. Glander JFG:dd Assistant Director