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011-2 l23 98-1208 BPM JAMES, Kober U/ ichBar hico (new single family) (y•� 011-280-@94 1;}3 02-0782 TAMES, ROBERT G `fHI'D RICHBAR RD, C C CONT: UNKNOWN"",, GUEST HOUSE y' m au -a80 -/a3 of 7— !V /2-3) r! � ( n • ` ' rr • it l� � �, � �; -_- 4 a-' �- • NOTES . • 01 1-280-®tT9XL::••� 02 0782 V i' JAMES, ROBERT G r �-�(_)RICHBAR RD CHICO _ PERMIT NL. 1 CONT: UNKNOWN GUEST HOUSE y � - 4' f� SPECIAL CONDITIONS CHECKED_ -BY ' SRA_ FLOOD CERTIFICATE REQ. ; FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS , SUB -STANDARD HOUSING LETTER to liii 1 VIA/D , JOB FINALED (Date) ;1 Signature ✓ = 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.; Post s-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. / /'Nat. or/ /"L"tt./ /'LPG 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 -Valve -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. Cert. 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 0 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.; Post s-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 N 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 V= OK •--eT.-IAold Downs and Special Anchors 0 = Not OK 7. - = Not Applicable RESIDENTIAL = Not Ready Pi s -Fireplace Ftg.-Steel Date ndernoor (Plans) OK except #'s W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test oning-Setbacks-Easemeos- Flood -Slope 1p. 5 g., Main; Soils-Elec. (nd.-/ r Ftg. Depth . F14., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4 , Porches & Decks; Soils -Steel-/ r Ftg. Depth 12. temwalls, Main; Steel- Blockouts-Wrapped t Stemwans, Garage; Steel-Blockouts-Wrapped Single & Duplex) DateFRAMING (Permit) OK except #'s 4 is Proper Materials & Anchors Palls Studs -Nailing Spacing & Braces -Plates -Sound 4 . Bearing Walls over Girders & Floor Nailing 4/'Draft Stop in Walls (rat proof) 4K5 Pre Stops, Furred Ceilings -Stairs -Chasers -Tubs 45KHeaders & Beams -Size & Bearing Date FRAMING (Continued) Le"Hangers-Post Caps -Anchors -Connectors 4 Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. -08-Fireplace Ties or Type A Flue -Fireplace Throat Clearance x.49—.AtI Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions age Fire Protection Framing 5 roperty Line Firewall & Openings Ext. Doors -One 3'-Check•Garage 3rd Story, 2 Exits X54- wire Width -Headroom -Rise -Run -Landing -Fire Protection AIA wood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer laLStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access GW,zing Area -Glass Protection -Skylights -Plastic S ar Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Zi Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date / FINAL (Plans) OK except #'s 6 t. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection 6 Bedroom Exiting 67 G.F.I. & Bath Fixtures & Tub Access -Spa 61e Elec. Trim & Subpanel, Breaker Sizes & Labels �airs & Rails -.70Ptteplace or Stove, Clearance -Hearth 79--E1ecr'Outlets at Wood Panel, Int. & Ext. 72iKtt.,Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter X41 Garage Fire Door; Swing -Landing -Closure Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. P .; Elec. & Mech. Equip. Listed for Location 78 pec. Receptacles in Garage (F.F.I.)-Romex Protection 79r" Insulation -Foam -Looked in Attic �J 80,42 uard Rails & Deck Construction -Post Caps 8.t, -4n. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor 0 Yes Following Instld./Drive 0 Yes o/Walks 0 Yes 0 (o/Planters 0 Yes 0 c ucco Brown -Finish 8 A. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Bq—Water Well, Disconnect, Electrical, Plumbing 8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground 88 entilation Throughout House lass Protection 90 -,eorrections from Previous Inspections 91,/Gas Test -Meters Tagged, Gas -Electric 92/Water & Sewer Connected -C/O to Grade -HD Approval &tE nergy Compliance Certificate -Other Certificates 94. Address Posted 03 Card B-1 Date Card B-1 Date 1/21 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: •--eT.-IAold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi s -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1p. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1 tAater Pipe; Test-Anchors-Regul tor -Service Test t 12. Electric Underground 13. 5Lenums & Ducts; Clearance- aterial-Support-Ins. 1j Birders -Sills -Anchor Bolts-Joists-Vents-Crippies 10' Access & Ventilation 16. Insulation Date 3 Card B-1 Date Card B-1 Date I, ep d3 Card B- Date Card B-1 Date PLUMBING (Permit) OK except #'s LV r Htr.; Vent -Access -Combustion Air Baffle 1 _ . Water Pipe; Test & Anchor -Nail Protection 1 W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s i 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors r 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI ; 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Date - b-> 7/&V"-> Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 3& Ducts Insulation & Support ,fent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 3 urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 DateFRAMING (Permit) OK except #'s 4 is Proper Materials & Anchors Palls Studs -Nailing Spacing & Braces -Plates -Sound 4 . Bearing Walls over Girders & Floor Nailing 4/'Draft Stop in Walls (rat proof) 4K5 Pre Stops, Furred Ceilings -Stairs -Chasers -Tubs 45KHeaders & Beams -Size & Bearing Date FRAMING (Continued) Le"Hangers-Post Caps -Anchors -Connectors 4 Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. -08-Fireplace Ties or Type A Flue -Fireplace Throat Clearance x.49—.AtI Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions age Fire Protection Framing 5 roperty Line Firewall & Openings Ext. Doors -One 3'-Check•Garage 3rd Story, 2 Exits X54- wire Width -Headroom -Rise -Run -Landing -Fire Protection AIA wood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer laLStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access GW,zing Area -Glass Protection -Skylights -Plastic S ar Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Zi Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date / FINAL (Plans) OK except #'s 6 t. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection 6 Bedroom Exiting 67 G.F.I. & Bath Fixtures & Tub Access -Spa 61e Elec. Trim & Subpanel, Breaker Sizes & Labels �airs & Rails -.70Ptteplace or Stove, Clearance -Hearth 79--E1ecr'Outlets at Wood Panel, Int. & Ext. 72iKtt.,Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter X41 Garage Fire Door; Swing -Landing -Closure Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. P .; Elec. & Mech. Equip. Listed for Location 78 pec. Receptacles in Garage (F.F.I.)-Romex Protection 79r" Insulation -Foam -Looked in Attic �J 80,42 uard Rails & Deck Construction -Post Caps 8.t, -4n. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor 0 Yes Following Instld./Drive 0 Yes o/Walks 0 Yes 0 (o/Planters 0 Yes 0 c ucco Brown -Finish 8 A. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Bq—Water Well, Disconnect, Electrical, Plumbing 8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground 88 entilation Throughout House lass Protection 90 -,eorrections from Previous Inspections 91,/Gas Test -Meters Tagged, Gas -Electric 92/Water & Sewer Connected -C/O to Grade -HD Approval &tE nergy Compliance Certificate -Other Certificates 94. Address Posted 03 Card B-1 Date Card B-1 Date 1/21 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MI . (Rev.t2/96) APPLICATION AND PERMIT ASSESSORPi_11. NUMBER OI180-079 ZONING FR -5 BUILDING PERMIT OWNER ROBERT JAMES TELEPHONE 343-2999441 SQ. FT. OCC. BUILDING VALUATION R 23 814.00 OWNERS MAILING ADDRESS 4990 RICH BAR RD. CHICO CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $23 814.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 243.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 157.95 BUILDING ADDRESS AR 4990 RICH IR RD- CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 443.95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other GUEST HOUSE SPECIFY Each Trap 3 7-0021.00 Solar or hest pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 1--.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GUEST HOUSE ADDITION Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 101.00 ELECTRICAL PERMIT Fling Fee 20.00 R LES Main Service 20.AORLESS 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: /X 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 Main Service zooA TO lOooA 46.00 15.43 NEW CONST. DW EWNG OCCUP. OR ADDNS. ( 8 ACC. S. SO 3.5QFT: NEWpESID.T MULTI.OUTLET @7.50 OWELEPUTLETPARATUS 6 R A OCTR. Ex. Occup. OUTLET OR FDTrURES 20 @ 1•00 BAL @ .50 LM Ex. Occup. oLI rXED s AEES16OFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 58.43 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15.00 15.00 Cooling Hood 6.50 Ventilation 1 4.50 4.50 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) "¢ I certify that in the performance of the work for which this permit is issued, I shall / not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensatin provisions of section 3700 of the Labor Code, I shall with com w• ose provisions. 0of X Date 3 Z 2- gnature-oVApplii3ant.4/0 Si Owner ❑ Contractor ❑ Ag nt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 45.00 occ CONST. TYPE R3 VN TOTAL FE 588.00 HAZ. D. FEES IMP O F PA�EC D E This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. S z ` OZ By Date- PERMIT EXPIRES ON 7 z ate -73 ReygWoo ''74 WHITE-D.D.S.-B.D. CANARY -ASSESSOR NK -INSPECTOR GOLDEN ROD -APPLICANT yF '... COUNTY OF -BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION IN, � 7 County Center Drive, Oroville, CA 95965 Phone:(530)538-7541 Fax (530)538-2140 1J t PERMIT. APPLICATION DATA SHEET OWNER: !10•:✓ moi` JOMe ASSESSOR PARfCEL NUMBER Proposed Building Use: ; d vet i 113 Counter Technician: Date: L Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. p0 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. rj ( 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. V4#7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and returned to the plan review line-up when required items are received. Date Received 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ... *4,a A. ........... Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ ,13. Other The permit will be By flanning ng items needed to issue the permit. (May require additional plan review upon receipt/oft a following ite ees as shown on the attached Schedule of Fees Due Sheet............ �...'� tatement of Intent plan Non -heated and A/C Buildings ............. ... g ........................... anitation and lot lana approval from the Environmental Health Department in ity of Chico Plumbing permit ............................................ .. alifornia Department of Forestry plan approval aid. Sent y� �S� approval for (A) Use: Ok� (B)Parking: (C) Parcel Check: 02 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24., Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization........................................................... ......... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................':+,. ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to,H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been inf d of Applicant: l items and requirements for obtaining a building permit. 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: i 5 Plan Check Letter ❑ ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ count9r, by Date: _ Plans approved by: f1w Date: Z Structural approved by: Date: Yellow: Building Division TO: ,Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance U.4 :Y-Qw s -- iqn Owner Plan Approved f r: Sewage Dispo C earance fodwelling. Other niKA,n- Location Watgr Supply: E.H. USE C Y I Plan AttecMd a? Ran Atte ft d Sent to ®.D. Hold final for: Final clearance K. for: NOTE: IMr, ;,I,-1_✓l . \,)f I --a Y14 cen , C, Cn , AP# Private Wel(- 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE , e OWNER. �� J� r A.P. # j 2-E) PROP S+ D BUILDING USE ' �y�JS C, DATE RECEIPT # DATE REC. UILDING PERMIT FEES 7:/� f� - Balance Due ........................................................ $ 7 Zg y --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ %CHOOL DISTRICT FEES C L) s91 aid at District Office D� (P ) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ 4. URBAN AREA FEES Residential ............................ Sq. ft. x # Units Amt. Commercial (Sq. ft.) ............. Sq. ft. 5. RECREATION DISTRICT FEES — x 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) V 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) /a 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 3 r,Mf — �3/_s 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. l APPLICANT DATE VZ -:5 Z 192 Pursuant to Government 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) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No.nouilding permit will be issued until this verification is received. - 1. I personally. plan to provide the major labor and materials for construction of the,proposed property improvement: YES" . NO ❑ 2. I HAVP6 HAVE NOT ❑ signed an application for a building permit for the proposed, work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO., 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SOCIAL SECURITY DATE: 7 /o 3 xb i> -- - NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORItiIATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations includingstate and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I7MIJicel rely, C. Vi ira, C.B.OM, Building Inspection NOTE: This Owner -Builder Information is required by Section 198.10 of die California Health and Safety Code - OVER BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District / `.-� Building Department No. A.P. Number — 19 ?1 Jurisdiction: � Clty. County- Property Owner/ J 4 11 Property Location/Address Subdivision 0 Residential Development No of Living Mobile Home Units Installation Commercial/Industrial New Addition Building Lot No. ................................................................... o S y q. Footage Add ition/ 'Supplemental to (Group R) Conversion Permit # *(No foundation inspection): ............................................................... Sq. Footage (Floor Plans reviewed by School District District Identification No.. School District certifies that ��I6 &/q �� Red . (Street (City) I - . has complied Iii xhe prequirementt; of Ressoolutio'ii N'o. representing lY square feet. School District Representative q Paid by Check # N� Remarks: (Including Exterior Roofed Areas) Date ,z (App is nt) (Phone Number) (State) (Zip Code) jSt / '7 .0U by payment of $ AB 2926 3 FULL MITIGATION E . � Q �� J Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls It0/981dmm. Building Owner _ Building Location ENERGY INSTALLATION CERTIFICATE 19 Building Permit DESCRIPTION OF INSULATION ROOF Material_ Thickness(inches) EXTERIOR WALL Material / �( Thickness(inches) CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type Minimum Thickness(inches) Area covered(ft.2) FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width (inches) FOUNDATION WALL Material Thickness(inches) # fl2-7402 Brand Name Thermal Resistance (R Value)__ Brand Name Thermal Resistance(R Value)__ Brand Name Thermal Resistance(R Value)__ Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building, 1s consistent with -approved building department--plans-and attachments and•con- forms with requirements of Chapter 2-53 of State of California Energy Requirement . FIRM NAZIE / OWNEER SIGNATURE OF INSTALLATION APPLICATOR STATE CONTRACTOR'S LICENSE NO. DATE I hereby certify the required features, devices, and equipment, a. -j shown on the approved Building Department plans and attachments -have been installed and.conform to the appli- ance standards and Chapter 2-53 of the State of California Energy requirements. 906 jlgm! ,f - Ve/__t BUILDING CONTRACTOR/OWNER (Please Print) STATE ON .ACTOR'S LICENSE NO. (FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) DATE STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE' THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 Lc/Ci dV% I &,z/- S45 �0- y p� RESIDENTIA 5 ok 011-28-0-o�9�d3 JAMES, Robert & Ga 98-1208 BPEM Y ,,PERMITNO.— Rich Bar Rd, Chico { (new single family) PERMIT EXPIRES OWNER t CONTR. ASSESSOR PARCEL LOCATION b' jt Y. .C;trzo►.1 lo4 "WA{1,, LtIRb / CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY i x Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service i--:,/17 f �� v Called PG&E JOB FINALED (Date) du Signature V=OK o O = Not OK Not A =Not Readyble MOBILE HOMES - Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3'. Sewer; Location -Test -Fall -C/O -Concrete . 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /12ft. . . / /Nat. or/ /"L"ft./ /LPG 7: Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing VeneerStuxo-Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH TesVDemandValve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date 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.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric S. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing VeneerStuxo-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 POOLS (Plans) OK except#'s 1. SetbacksEasements 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-GFl 6. Elec.; Enclosures;. Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wX-Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5 Circulating Equip. -Pool Lghtgq. Boxes-Enclosures-Panelboards4ns: 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 i ✓ _ 'bK r O = Not OK - = Not Applicable = Not Ready Date 'A RESIDENTIAL (Single & Duplex) (Plans) OK except #'s Main; Soils-Elec. GK. -11,61- Ftg. Depth arage; Soils-Steel-Elec. Gmd/7Z p Ftg. Depth ('jW VFtpPo.hes & Decks; SoilsSteel-//� Fig. Depth 4!Stemwalls, Main; Steel-BlockoutsARrapped walls, Garage; Steel-Blockouts-Wrapped tllpAold Downs and Special Anchors 7. Slab, Steel -Wrapped s-FireplaceFtg.Steel OVD.W.V; Fall -Fitting -Test 2 Way C/OSewer 10. Ui as Pipe; Size Anchors -Yard G iping; Size Tdsf YM1 W r Pipe; Test -Anchors -Regulator -Service Test lk—Electric Underground 13. P' nums & Ducts; Clearance-MaterialSupport-Ins. g:jVFGlrders-SiIls-Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card kjM Date Card B-1(4--/ DatjA Card- " Date Card B-1 Da a ,PLUMBING (Permit) OK except #'s 1 r Htr.; Vent -Access -Combustion Air Baffle Wa r Pipe; Test & Anchor -Nail Protection 1 .WV.; Test Fittings & Anchor -Nail Protection ]� Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors DateGj t- Card B-1 Date Card B-1 Date I Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ZY Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 2&.'Size Boxes & No. of Conductors Stapled 2 mex 1l stalled Close to Edge of Studs & C.J. 27 yFc(uip. Ground made up w/Mech Fastners-Bond Gas &4!F&' PJAppliance Circuts in Kitchen & Conductor Size GFI -�� $9! Subfeed Wire Size /!i / a. Cu or At;.C. Wire Size /`jam Tga Cu or AI 30. Range Circ. / t / ga AI -Oven Circ. / / ga Cu or AI nsulated Neutral es 0 No 1; Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. thes Closet Light -Shower Light -Spa Light Smoke Detector Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support ent Fan, Exhaust above insulation 5Y Condensate Drain & Overflow, Size & Grade umance-Vent Access -Comb. Air-Retum Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 (^�,/ Date Card B-1 Date B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Sits Proper Materials & Anchors 4 . Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops, Furred CeilingsStairs-Chasersubs Headers & Beams -Size & Bearing Date /FRAMING (Continued) 0. H ngers-Post Caps -Anchors -Connectors ing. Joist-Rftr. Ties-Purlin-roff Brac rus hong.-Rfng. 721-1 Fireplace Ties or Type A Flue -Fireplace Throat clearance ,, 9." Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5"drm. Windows or Exiting Doors -Sill Hgt. & Dimensions 5 )Garage Fire Protection Framing 5YProperty Line Firewall & Openings Wit. Doors -One 3 -Check Garage 3rd Story, 2 Exits .54. -Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection SW`Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ng Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date /LL f Card B-1 Date Card B-1 Date I -Card B-1 Date Card B-1 Date / FINAL (Plans) OK except #'s %CSteps-Door & Sidelight Protection -Landings Ct4, x6ke Detector Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 6,71G.FI. & Bath Fixtures & Tub Access -Spa ` Trim & Subpanel, Breaker Sizes & Labels yrs & Rails 70. EWp-lace or Stove, Clearance -Hearth X. Ejpc. Outlets at Wood Panel, Int. & Ext. Kit. ixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73 le p. Outlets & Recepticales at Kit. Counter 7 ara ire Door; Swing -Landing -Closure 7 . Duct in Garage -Damper 7 . Wtr. Vents -Clearance -Comb. Air Connector-P.R.V. Above Floor-Mech. Protection 77.lPIb`Elec. & Mech. Equip. Listed for Location 78 -"Else Receptacles in Garage (G.F.I.)-Romex Protection I lation-Foam-Looked in Attic Guard rails & Deck Construction -Post Caps &1/Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth �� Clearance Looked under Floor 0 Yes 8 ung Instld./Drive Q!�es 0 NoNValks 0 Yes [kNo/Planters 0 Yes�lo wo'stu Brown -Finish 84 .Cy Unit Disconnect, Electrical -Plumbing ents Above Roof, PIbg=Appliance-Fireplace-Clearance to Openings 86 a►er Well, Disconnect, Electrical, Plumbing Elec. Trim, G.F.I. Re on Throuqht House 891 s Protection 9001r!__ 0. tions from Previous Inspections as Test -Meters Tagged, Gas -Electric l 92'. "ter & Sewer Connected -C/O to Grade -HD Approval 93. !Energy Compliance Certificate -Other Certificates r: f Date 6 Q p Card B-1 Date Card B-1' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERV ' ICES )T 411 Main Street - Chico, CA * (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE e 'Z':2P OWNER PERMITNO. A routinb, inspection indicates that the following violations of butte county Ordinances exist at the above address and shoul e correcte Please notice this office when correction of work is ve -comple!qt'd. If you have -a y questions p rtaining to this matter, or need additional explanation, ffic i, please contact this offic immediately. "J A, yo/v U C- (/V/1' �&t- Date — Insp ector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street,, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 yCe CORRECTION NOTICE S 52C517 '/Z v 6 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office•i mediately}. Date 1 f 5 f -,--Inspector_ REV 10/92 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION -- 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER 7 (Rev. 12/96) APPLICATION AND PERMIT .- _Z? ASSESSOR PARCEL NUMBER 011-280- ZONING FR5 BUILDING PERMIT OWNER JAMES, ROBERT AND GAY TELEPHONE 872-0959 SO. FT. OCC. BUILDING VALUATION -91181 R 19R,974 OWNER'S MAILING ADDRESS 3026 INDIAN SPRINGS RD., PARADISE,- CONTRACTOR'S NAMEOWNER ' /3 / W L�[ pfC, TELEPHONE ' -10285 0 7.199 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 157;049 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 842.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 547.63 BUILDING ADDRESS 4990 RICH BAR, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,433.1: LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 121 7.00 84,00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ]] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM 21, BATH Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 19.00 Mobile Home S G W 920.00 PERMIT FEE S 64-00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service '-"-A oa -22 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWEPPARATUs 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: IleI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a AccFr. SO NEW CONS.9 NON -RES DT M NLC. CIRCEUITST 97.50 8 SINGLE R AE CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL p .50 FIXED APPUNS. Ex. Occup. OUTLETS RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $2Q QQ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply ith a provisions. i i' - X Date -4-� Si nature of Applicant - Owner ❑Contractor ❑ Agent An OSHA permit is requir d for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is 46.00 cc PIS CONS n E TOTAL FEE $ 1, 871. 78 HAZ. .FEES IMP FL OD CDF PAR PD HD IS This per is here y issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. in By Da _ PERMIT EXPIRES ON 6 l fipw ReceiptNo. 31319/648.35 </ WHITE-D.D.S.-B.D. CANARY -ASSESSOR P NK- SP CTOR -GOLDEN ROD -APPLICANT NTY;OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION TCOUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Pnjo,, 4- (- C - .,au p S ASSESSOR PARCEL NUMBER: Z/ — oZ g'' a % f Proposed Building Use: Building Inspector: Date: 40 1/ -9 g At time of permit application, I w s advised the following data must be submitted prior to permit processing andlor issuance: 3,� 4 3 Date Received By ❑ 1,Al items have been submitted .------------------- ----------------------------------------------------------------- g'l. Plot 1 p , 3/4 se ,signed by the preparer of plans. ------------------------------------------------------------ Womplete plans sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. 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.---------------------------------------------------- E17. ---------------------------------------------------❑7. Statement of Intent for Non -Heated and A/C Buildings. = ------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9.�vlanufactured Home data and installati g ns c�ns including Tie Down Specifications .--------------1--- 0. Fees of $-��------------------------------------------------------------------------------- f, 1 Impact fees as shown on the attached schedule. ----------------------------------- -- - �California Department of.Forestry plan ---------------- 3. -- --- - ----------------------------------------------------------------- ood elevation certificate. ----------------- y Sanitation and plot plan approvala %p Health Department. --------}~,LL--------------------------- ❑ 15. City of Chico plumbing permit. ----------------------- -------------------------------------------------- El-------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17 anning approval for (A) Use: (B) Parking: -------------------------- r8. Contact Land Development about ❑ Improvements, 11Drainage, ❑ Legal Parcel. ----------------------- 01. 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required. Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. Workers' Compensation carrier and policy number. -----------------------------------=----------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024!Letter of signature authorization. -------------------------------------------------------------------------------- 9-i- 1__126. 5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.------------------------------------------------------ -------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Gran eed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- CY30. (Sither.� ------- /Wh you issu the emit prroocess as follows El Mail to owner,,-OMail to contractor. Telephone F— ''11 ((pp and hold for pickup at o Dv l I 1 `<-- ce. el' with inspector. 3� Applicant Date: Copy of Haz-Mat form sent 13 Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: R Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: B%y: 1. Index permit application for the above items numbered: Ekflan Check List. 2. Additional items required: a. Contractor, designer, owner, was advised of the above requiieddata by ❑ phone, mail, ❑ Building Division counter, by Date: Contractor, designer,o;;e_r,`was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner,-wasad sed of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer; owner w is d of the above required data ❑ phone, ❑ mail, ❑ Buildin i ' ' on anter, by Date: Plans reviewed by: Date: + Plans approved by: Date: �_ . .._•- '' Sets of plans on hol ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 0 F. ..'USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance James Pic/, bar Heol. //-Z8- /23 Owner Location. AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well x Clearance for r tey;seo/ 31.4., Hold final for: Sewhe— i -"e 1 X.h.,/ 6Env• Heal5�1� Final clearance O.K. for: NOTE: Environmental Health Specialist Date G,7t,y..� �! n�,f!'• nrti;l ., 7F ",r+���,yr..:{ .q,s.,..i`„X�J� ,.;f4trcr " :...fi-y. i, '�.: -R +. �fi' !� li '6 �1.� y � '^!'rJ � ;�. : ,-�+. ��. n. i i�•.t `�Iti=�� .."�'.i`'i,r,y: "'•y,: ). ,. �::. 3 . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER J PROPOSED BUILDING USE 1. BUILDING PERMIT FEES ZZ 3.4 3 -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ........ $ a�2.. SCHOOL DISTRICT FEES / C (paid at District Office) A.P. # DATE tc — 11 -- 9 rQ RECEIPT # DATE REC dilkq I _/ Y SHERIFF FEES (paid at Building Division) '--_�z- • Residential ........ x $360.00 = $ (0 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ *Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _Z7. SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) pd (o////ry ( r 8: WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time, of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT����"'✓' DATE (O ` Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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. 2/97) 11�t rel COUNTY OF BUTTE P DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES A.P..# !-o*?e-07 DATE (0— RECEIPT 0—RECEIPT #A -TB REC' 2_ 77 -2— OWNER OWNER Ki) 6&P- +- 4 PROPOSED BUILDING USE; We LA.) 5 10-r 1. BUILDING PERMIT FEES r, T -- Balance Due ................. $ � � '- -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) / (/3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units { / — �i Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. 'Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. X6. . h 3x 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES ?� $510.00 (paid at Building Division) f ! 7y SRA FIRE INSPECTION AND PLAN CHECK t C� $89.00 (paid at Building Division) pd &////f iV 8. WATER TENDER FEES (Battalion # ) r $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 ofdhe building pe mit. These fees may be changed during the plan checking process. �� t APPLICANTDATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10,above may have been imposed on your project. You have 90 days from the date of "approval of the projector 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,C py Applicant i 3rd Copy-,O�wne (Rev. 2/97) P OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary dela ` in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ;Y NO 2. I HAVE' HAVE NOT 13 signed an application for a building permit for the proposed woik. 3. I have contracted with the following person (firm) to provide the proposed construction:::: -;r:..• ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO.� 4. I plan to provide portions of this work, but I have hired the following person to coordinate; supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: ---- - -This--Owner-Builder Verification is required by Section 19831 and 19832 of the. California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORNIATION . I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of Califomia and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these•risks are.especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally: Information about licensed contractprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. . 1 rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner-Builder,Info rmation is required by Section 19 83 0 of the California Health and Safety Code OVER r'j V'4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMI NO. (Rev. 12/96) APPLICATION AND PERMIT I 6 ASSESSOR PARCEL NUMBER© ZONING 1=:�(Z_5 BUILDING PERMIT OWNERR er-f 5 S EPH TE -ONE e72 Oq SO, Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 30 i lam" • p CONTRACTOR'S NAME Q CA) TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace �,� B'� 0 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. FiUn Fee $ 20.00 ARCHITECT OR ENGWEERS MARLING ADDRESS Permit Fee g , SD -6 Plan Checkina Fee 647 (p-5 S sy s; 3 S SUI DING ADDRESS f tc. � Energy Plan Checking Fee $ a e-0, . C4,z C 0 $ PERMIT FEE S , LOT NO. SUBDN6pNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 0, Duplex ❑ Mobilehome O Other SPECIFY Each Trap 124 7.00 41, Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 s.� TYPE OF WORK New M Addition O Remodel O Utilities -0 Installation ❑ Other O Describe Work: .3 is ey.-C74"A' C2 1 y ec 1-1_ Gas piping system 1 - 5 outlets 15.00 . ems% Building sewer 15.00 e.o Mobile Home I S I G I W 020.00 PERMIT FEE S 1, qp-o ELECTRICAL PERMIT Filing Fee 20.00 Main Service ooA oA mss 23.00 G+O LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY P Law for the following reason: O 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. O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project O 1 am exempt under Sec. Business and Professions Code for this reason t • 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. 0 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 46.00 NEW CONST. DA'F11W0 OCCUP. OR ADONS. a ACC. Bloc. SO 3.5¢x: NqN-RES'O MULTLOLIn ET @7.50 PowER APPARATUS a swGLE oLmtT cIR Ex. Occup. OUTLET OR FIKTURES BA200 ® 1_w EX. OCCU PDLED APPLNs. OR O.FIXED EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating >, t9 ® D d © —Cooling 0.0❑ , 00 Hood 6.50- Ventilation PERMIT FEE S 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.) O 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 60' deep and demolition or construction of structures over 3 stories in heig t Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOT L FEE $ HAz �� I PL000 coF PAR PO ssuE V This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid., Date le Receipt No. • 35 WHITE-O.O.S.-B. CA 'ARY• SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telephone/Fax (530) 345-4743 djdobbie@compuserve.com Match 10, 1999 Job No. 98030 County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Mike Mooney • Re: Residence for Bob and Gay James, Permit Number 98-1208, APN 011-280-123 Dear Mr. Mooney, Following are responses to your plan check review dated February 3, 1999 per item number: 1. Maximum height of retaining at retaining wall has been revised to 4'-0" to allow backfill over the toe of the footing. Detail 2 has been revised showing the revised footing width to be 2'-6" wide. Also see revised calculation pages RI and R2 for retaining wall. 2. Location of retaining wall has been clarified on the foundation plan showing approximate extents of construction. Calculations include loading for a bearing wall as would be the case at the far West wall where the retaining wall will be required to support the main building loads. 3. Nominal wind loads have been added to the retaining wall loads where a cripple wall occurs over the retaining wall. There is no other larteral support to the top of the wall at this elevation, therefore nominal wind loading occurs. If there further questions concerning this project please give me a call. Respectfully, V Dank. anJJDbie C42028 Date: February 3, 1999 " Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 Permit Number: 98-1208 Assessor Parcel #: 011-280-123 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Retain wall furnished by engineer, show backfill at toe, but no dimension is given, this would affect height.of retained earth -please clarify. 2. Where is this wall located? Calculations indicate'936 pounds, a loading which would seem to indicate bearing wall. 3. Wind load acting to over turn wall - where does this load come from? Normally ground load is transferred to opposite walls. 4. Structurally wall loops o.k. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Mike Mooney 0 DANIEL J. DOBBIE Professional Engineer Q Q 20 Mayfair Drive . Chico, CA 95973-0707 Phone/Fax (530) 3454743 QR.OFESS/ph J. DO .C42028 P. v/0 CIVIL �a�P SOF Opp\�CO� rr&"rn-:q Page: 1 Job No: 98030 Date: October 1998 James Retaining Wall PROVIDE ENGINEERING FOR A CONCRETE PERIMETER STEM WALL TO RETAIN UP TO T-0" OF EARTH. DESIGN THE STEM WALL FOOTING TO RESIST OVERTURNING. Kum UNIFORM BUILDING CODE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH (fc) REINFORCING STEEL YIELD STRENGTH (fy) ALLOWABLE SOIL BEARING PRESSURE SOIL EQUIVALENT FLUID PRESSURE SOIL WEIGHT 0 1994 EDITION 75 MPH EXPOSURE B 2500 PSI 60 KSI 1200 PSF 35 PCF 110 PCF DANIEL •J. DOBBIE • Page: 2 aD Professional Engineer Job No: 98030 20 Mayfair Drive Chico, CA 95973-0707 Date: October 1998 Phone/Fax (530) 345-4743 James Retaining Wall RETAINING WALL DESIGN V-0" LENGTH OF WALL ALLOWABLE SOIL BEARING PRESSURE. 1200 PSF EQUIVALENT FLUID PRESSURE (wc) 0.035 KCF ^2 ADDITIONAL SOIL SURCHARGE (ws) 0.000 KLF WEIGHT OF SOIL 0.110 KCF WALL DATA: WALL TYPE (CONCRETE OR MASONRY) CONCRETE WALL THICKNESS (t) 6 IN HEIGHT OF WALL RETAINING (Hr) 3.00 FT HEIGHT OF WALL ABOVE RETAINING (Har) 3.00 FT WEIGHT OF WALL (.150 KCF CONC, .124 KCF MAS) 0.45 KIPS VERTICAL LOAD ON TOP OF WALL (P) 0.936 KIPS HORIZONTAL WIND LOAD AT TOP OF WALL (Fw) 0.039 KIPS FOOTING DATA: FOOTING THICKNESS m 1.00 FT FOOTING WIDTH (w) 2.00 FT DISTANCE FROM HEEL TO FACE OF WALL (D) 0.50 FT WEIGHT OF FOOTING 0.30 KIPS Har Hr T 404:4if] N k,IIi![eXe P � Fw OVERTURNING MOMENT (Mot) 0.65 KIP FT RESISTING MOMENT (Mr) (INCL SOIL WT OVER HEEL) 2.32 KIP FT OK SOIL PRESSURE: SUM OF VERTICAL LOADS (INCL SOIL WT OVER HEE 1.85. KIPS DISTANCE OF RESULTANT FROM TOE 0.90 FT RESULTANT LOCATED INSIDE KERN? (MIDDLE 1/3) YES ECCENTRICITY (e) e = U2 - Lr 0.10 FT MAXIMUM SOIL PRESSURE (gmax) qmax = Fv/(W*L)*(1+6*e/L) 1.190 KSF OK MINIMUM SOIL PRESSURE (qmin) qmin = Fv/(W*L)*(1-6*e/L) 0.661 KSF DANIEL J. DOBBIE Page: 3 AL Professional Engineer Job NO: 98030 20 Mayfair Drive Chico, CA 95973-0707 Date: October 1998 Phone/Fax-MMI DESIGN (CONT) James Retaining Wall FOOTING DESIGN: CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI REINFORCING DEPTH (d) d = T*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 STRENGTH METHOD LOAD FACTOR 1.7 EARTH MOMENT FOR RESULTANT INSIDE KERN (Mmax) 0.55 KIP FT IS TOTAL SOIL REACTION LEFT OF WALL? NO MOMENT W/ SOIL RESULTANT OUTSIDE KERN(Mmax 0.37 KIP FT NOT APPL ULTIMATE MOMENT (Mu) 0.94 KIP FT REINFORCING STEEL RATIO (p) 0.000241 < pmin USE: REINFORCING STEEL RATIO (p') = p * 1.33 0.000321 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.033 IN^2 VERTICAL WALL DOWELS #4 @ 18" ox. As = 0.133 IN"2 BENDING IN WALL: MAXIMUM MOMENT IN WALL (Mw) 0.392 KIP FT RESISTING MOMENT IN WALL (Mrw) 0.347 KIP FT NET MOMENT IN WALL (Mnetw) 0.045 KIP FT ULTIMATE MOMENT IN WALL (Muw) 0.08 KIP FT DEPTH OF REINFORCING IN WALL (dw) 3 IN REINFORCING STEEL RATIO (p) 0.000158 < pmin USE: REINFORCING STEEL RATIO (p') = p * 1.33 0.000210 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.000 IN^2 USE: VERT. WALL REINF. #4 @ 18" o.c. As = 0.133 IN12 REINFORCING IN WALL: MINIMUM VERTICAL As (Asv) .0012 * Ag = 0.0864 IN^2 USE: #4 @ 18" ox. As =.133 IN^2 MINIMUM HORIZONTAL As (Ash) .0020 * Ag = 0.144 IN^2 USE: #4 @ 16" ox. As =.1503 IN"2 RETAINING WALL: 6" THICK CONCRETE WALL (fc=2500PS1) W/ #4 @ 18" ox. VERTICAL REINF. $ #4 @ 16" ox. HORIZONTAL REINF. 12" THICK FOOTING x 2' - 0" WIDE (2 - #4 CONT) 6" FROM FTG HEEL TO RETAINING FACE OF WALL J Re: Robert James Residence, Plan Check Corrections, APN: 011-280-123 Plan Checker, Following are responses to.your Plan Check Comments for the above project: 1. All sheets pert finingg t9 the engineering shall be stamped and signed by myself. 2 A-00 - re6 e ve-a 2. Instructed to apply wet service factor to all exterior beams. The rear patio beam and east patio beam (pages 3 & 5) are both 6 x 12 #1 where the wet service factor for bending, shear, and E are all 1.00. per Table 4D -Adjustment factors from the 1991 National Design Specification Supplement. Therefore no adjustments are required to those beams. The front patio beam (page 4) is a 4 x 12 #1 where the wet service factor for Fb = 1.00, for Fv = 0.97, for E = 0.90. See revised page 4. 3. Page 4 calculation has been revised to show beam depth to be 11.25" instead of 11.5". Maximum shear was slightly affected. 4 x 12 #1 is still adequate. 4. Spread footing calculations have been provided for point loads coming down from trusses T7 and T10 over the ends of the East and Front patio beams respectively.. Total loads include truss and patio beam loads on spread footings. Where truss supports occur over continuous wall footings no spread footings have been provided since the continuous footings are capable of distributing the truss loads being considered. 5. A spread footing design has,been provided for the rear patio beam also. The owner has clarified the location and limits of the retaining walls on the plans. Shear transfer detail for gable end condition has been provided at detail 14. Con 7 DANIEL J. DOBBIE " Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telephone/Fax (530) 345-4743 djdobbie@compuserve.com April 28, 1999 Job No. 98030 Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Robert James Residence, Plan Check Corrections, APN: 011-280-123 Plan Checker, Following are responses to.your Plan Check Comments for the above project: 1. All sheets pert finingg t9 the engineering shall be stamped and signed by myself. 2 A-00 - re6 e ve-a 2. Instructed to apply wet service factor to all exterior beams. The rear patio beam and east patio beam (pages 3 & 5) are both 6 x 12 #1 where the wet service factor for bending, shear, and E are all 1.00. per Table 4D -Adjustment factors from the 1991 National Design Specification Supplement. Therefore no adjustments are required to those beams. The front patio beam (page 4) is a 4 x 12 #1 where the wet service factor for Fb = 1.00, for Fv = 0.97, for E = 0.90. See revised page 4. 3. Page 4 calculation has been revised to show beam depth to be 11.25" instead of 11.5". Maximum shear was slightly affected. 4 x 12 #1 is still adequate. 4. Spread footing calculations have been provided for point loads coming down from trusses T7 and T10 over the ends of the East and Front patio beams respectively.. Total loads include truss and patio beam loads on spread footings. Where truss supports occur over continuous wall footings no spread footings have been provided since the continuous footings are capable of distributing the truss loads being considered. 5. A spread footing design has,been provided for the rear patio beam also. The owner has clarified the location and limits of the retaining walls on the plans. Shear transfer detail for gable end condition has been provided at detail 14. Con 7 8. Design calculation for pier footing has been provided. 9. Showing how lateral forces were derived for a typical shear wall use "Shear Wall at West Bedroom Wall page 9 of the calcs as an example. There at line "Shear Collector Wall Line Data", formula for V = 14.5 / 4360 * 1690 / 2 = 2.81 Kips "Total Shear Collected to, Wall Line". The value 14.5 Kips is the total seismic load to the entire structure in the transverse direction found on page 6 Seismic Analysis on line "Seismic Load for Allowable Working Stress". The value 4360 square feet is the total roof area used for the structure, see'line "High Roof' on page 6. The value 1690 square feet is the area of roof for the bedroom wing of the house divided by 2 gives the area of roof tributary. to the shear wall under consideration. 'In short seismic loads are distributed to the shear walls on a tributary area basis. 10. I have reviewed the roof truss calculations from Longfellow Lumber Company and take no exceptions. The live load used is 30 psf for snow loads and the total dead load of 20 psf matches the loading used in my calculations. Please call if you want further clarification. Respectfull , Ah . . Dani 1 J. Dobbie C42028 APN: 011-280-123 -- Plancheck Comments Robert lames Residence 1. All sheets to be signed by the Drafts Person and all sheets showing engineering to be stamped and signed by engineer. 2. Page 4 - Apply the Wet Service. Factor Cm for the all exterior beams. 3. Page 4 — Actual beam size used in calculations is shown as an 11.5" depth. Table IB of the 1991 NDS shows the nominal depth of a 4x 12 to be 11-1/4". 4. Provide spread -footing calculations for trusses T7 and T 10. 5. Provide spread -footing calculations for patio beams. 6. Clarify location of retaining wall on plans, and show limits of construction. 7. Provide shear transfer detail at gable ends and for interior shear walls. 8. Provide pier -footing calculations. 9. Show how lateral forces were derived for the various shear wall lines. 10. Provide verification form the engineer that the roof truss calculations by Longfellow are adequate. Charles ]. Roberts, PE (530) 538-7541 AP•. 011-280-123 -- Plancheck Comments Robert James Residence 1. Need original signatures. 2. Ok. 3. Ok. 4. Ok, as long as 1200psf is Ok, do we need a note from the EOR?. 5. Ok, as long as 1200psf is Ok, do we need a note from the EOR?. 6. Ok. 7. Ok. 8. Ok, as long as 1200psf is Ok, do we need a note from the EOR?. 9. Ok. 10. Ok. Charles J. Roberts, PE (530) 538-7541 Martha Whitney Butte,County BuildingDepartment March 22, 1999 Regarding permit Number: 98-1208 • Assessor parcel #: 011-280-123 For: Bob and Gay James 872-0959 3243 Neal Road Paradise CA 95969 Dear Ms. Whitney, ' Our mailing address changed (see above). Our phone number stayed the Y same. When I picked up my plans after your January 27, 1999,'letter, I asked for a set oflans truss engineering). I wanted to give the plans to my engineer for shear calculation. (including roof engineering was not the, most recent copy. I am afraid that copies of the plans may become of the truss Y me confused. The following describes the information and revisions asked for in your January 271 letter. 1. I.met Ted Crawford at our parcel. Given our file roof and stocco exterior, Mr. Crawford gave us permission to build as close, as. (but no closer than). 15 feet from our property line, 2• We will not put a floor in the attic area, 3. The questions raised by your.engineer have been addressed s ( ee enclosed letter from my engineer). 4. Sorry, I missed one reference to galvanized nails. This has been corrected. 5. The 4X12 has been,+ncreased to a 6X12. According to my engineer, the original Engineered calcul a on f6r both beams are enclosed. 6X12 is adequate. 6. 1 refer to the table from the 19W4 codes. 7. Copies of a lateral analysiq are enclosed. 8. According to Land Development, this condition was meet prior toYourur necessary, they will provide a letter confirming this. P chase of the land last year. If As you are probably aware, I would like to begin construction as soon as Possible. questions, or if there is anything I can do to speed up this process, please let eknotw. have any Sincerely, Robert G, James DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive ' Chico, CA 95973-0707 Telephone/Fax (530) 345-4743 djdobbie@compuserve.com March 10, 1999 Job No. 98030 County of Butte Department of Development Services Building Division ` 7 County Center Drive Oroville, CA 95965 Attention: Mike Mooney Re: Residence for Bob and Gay James, Permit Number 98-1208; APN 011-280-123 Dear Mr. Mooney, Following are responses to your plan check review dated February 3, 1999 per item number: 1. Maximum height of retaining at retaining wall has been revised to 4'-0" to allow backfill over the toe of the footing. Detail 2 has been revised showing the revised footing width to be 2'-6" wide. Also see revised calculation pages RI and R2 for retaining wall. 2. Location of retaining wall has been clarified on the foundation plan showing approximate extents of construction. Calculations include loading for a bearing wall as would be the case at the far Wast wall where the retaining wall will be required to support the main building loads. 3. Nominal wind loads have been added to the retaining wall loads where a cripple wall occurs over the retaining wall. There is no other larteral support to the top of the wall at this elevation, therefore nominal wind loading occurs. If there further questions concerning this project please give me a call. Respectfully, iDaJni/JD2obb-1ie C42028 t E. fill Coun L A N D O F NATU RAL WEALTH A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140. Date: February 3, 1999 Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 Permit Number 98-1208 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Assessor Parcel #: 011-280-123 Action Required: [X] Comply with Plan Check List [ ) Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department ( ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Mike Mooney Date:. February 3, 1999 Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 Permit Number : 98-1208 Assessor Parcel #: 011-280-123 :. The above referenced building plans were received by this office. Provide additional. information and/or make revisions to plans, specifications and calculations as follows: 1. Retain wall furnished by engineer, show backfill at toe, but no dimension is given, this would affect height of retained earth -please clarify. 2. Where is this wall located? Calculations indicate 936 pounds, a loading which would seem to indicate bearing wall. 3. Wind load acting to over turn wall - where does this load come from? Normally ground load is transferred to opposite walls. 4. Structurally wall looks o.k. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 RM. and 4.00 P.M., Monday through Friday. Mike Mooney LAND OF NATURAL WEALTH AND BEAUTY } F BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date: January 27, 1999 Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 Permit Number : 98-1208 Assessor Parcel #: 011-280-123 With reference to the above subject, attached is: [X) Plan Check List [ ) Red Marked Calculations [ ) Red Marked Plans [ ] Other Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney . Date: January 27, 1999 Permit Applicant: Bob and Gay James ; 3026 Indian Springs Road Paradise, CA 95969 Permit Number : 98-1208 Assessor Parcel #: 011-280-123 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. When fust plan check was done in June we only had topo map. New plot plan has been sent to Fire Department: There is a 30 foot setback from side and rear property lines for all parcels over one acre. Pr vid a plot plan showing 30 foot setbacks. GALL Teb Cr�r'c� 2. When ever a floor is provided in an attic you must provide exiting from this area. In order to put a floor and use this area for storage you must provide a stairway which meets code requirements a pull down later is not approved. If you .do not provide stairway plan will be noted that "no flooring is allowed in attic unless stairs provided - permit required to complete." 3. Stem wall to be checked by our engineer - any questions will be directed to your engineer. 4. Galvanized casing nails still noted on plans. Provide common or box nails and size of nails. 5. 4 X 12 and 6 X 12 per last letter are still over spanned per loads imposed. Revise - provide engineered calculations. 6. Remove all references to 1997 codes - site.tables from 1994 codes. 7. Building does not meet bracing requirements of Sec. 2326.11.3 UBC It is unusually shaped by code definition and will require a lateral analysis for the items sited on first plan check list. (Addition of panels not connected to the rest of braced wall lines requires engineering as sheer walls. Engineer is to address lateral loads to deck which are only nailed to ledger. 8. Comply with condition #3 of BLM for Garry Cooper / William Carter. Title Company letter MVT order No. BU - 146763 RB per Land Development Department. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Martha Whitney Date:. June 25, 1998 Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 With reference to the above subject, attached is: [X] Plan Check List ( ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Number: 98-1208 Assessor Parcel #: 11-28-123 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney cc: James Scolaro 569 Boquest Blvd Paradise, CA 95969 Enclosures: Concret foundation Walls (Max 9 School fee form Flood Elevation form - utte Count LAND OF NATURAL WEALTH AND BEAUTY Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 With reference to the above subject, attached is: [X] Plan Check List ( ] Red Marked Calculations [ ] Red Marked Plans [ ] Other BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Permit Number: 98-1208 Assessor Parcel #: 11-28-123 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney cc: James Scolaro 569 Boquest Blvd Paradise, CA 95969 Enclosures: Concret foundation Walls (Max 9 School fee form Flood Elevation form Date: June 25, 1998 Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 Permit Number: 98-1208 Assessor Parcel #: 11-28-123 The above referenced building- plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide plot plan of complete parcel. Show dimensions of parcel, dimension of all setbacks, show creek and roadways, show any easements. Provide north arrow (provide 3 copies). 0 Provide a letter of intent for the use of the "attic room"_per truss 6 and 7. Is there a floor? Where is access? ,S�V� a dl c ve��� z3 One hour separation between house and garage requires 5/8" type X gypboard on framing members 16" o.c. Are you going to use R -C Channel on trusses at garage? 4. Submit original, wet -signed Flood Elevation Certificate. Any scratch outs, mark overs, or deletions must be initialed by engineer who signed form. SO. For stem wall heights not exceeding four feet. You may use the enclosed detail or provide engineering for detail currently on plan. O6. Galvanized casing nails, because of the smaller diameter of the nail head, have smaller allowable plywood shear wall values than for common or box nails. Provide diameter and length of nails so they can be check by our engineer. 4 X 12 beam at rear covered patio and 6 X 12 beam at front patio are both over spanned per loads imposed. Revise plans. 8. Change all notes on Sheet 5 that refer to 1997 codes. We are using 1994 UBC, UMC & UPC & 1993 NEC. What is providing support for Truss l -where truss calls for continuous support for a length of 25 feet. 10. Enclosed is your school fee form. Pay fees at school district office and return yellow copy to Building Department. Date: June 25, 1998 Page 2 Permit Applicant: Bob and Gay James 3026 Indian Springs Road Paradise, CA 95969 1 Permit Number: 98-1208 Assessor Parcel #: 11-28-123 0 Building does not meet bracing requirements of Sec. 2326.11.3 UBC in the following areas: . Building is considered unusually shaped if roof truss do not bear on braced wall line. This occurs at all three covered patio areas. 11.2 Interior bracing required at a maximum of 34 feet on center. Living room exceeds this requirement. 1.3 Wall at master bedroom over 8' exceeds limits of bracing requirements. 11.4 Please have engineer address lateral loads to decks which are only nailed to ledgers. Lateral design will be required by licensed professional All requirements from calcs are to be on plans and engineer is to stamp and sign his portion of the plans. (2 sets). Plans can be picked up for revisions in the Oroville office or call 538-7541 for plans to be sent to Chico for pick-up. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1: 00 P.M. and 4: 00 P.M., Monday through Friday. Martha Whitney I,, SINGLE' FAMILY, DUPLEX AND MISCELLANEOUS ONLY p OWNER: 00b � eay Japw BUILDINGPERMITNUMBER: PLAN CHECKER: i' "I J (d A. P. NUMBER: GENERAL:- Zoning requirements: (side yards and number of permitted living units). �(ip U j C(2 10 �0 Valuation. 0(2!/C� 1 Plans signed by designer. �! Proper description of work on application. 5. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. 3. Other buildings or structures. - 4. Grading, fills and/or drainage. Flood hazard. 6. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. 8. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). , Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). ,6,- Required room sizes, ceiling heights (Section 310.6). 1Y G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. js! Garage firewall, door size and closer (Section 302.4). )A- Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. ,A! Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. CV` Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. V_tl12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. Special Inspection requirements. Header size. June 1997 3.2 ,1 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). fl! Exterior plaster - weep screeds (Section 2506). ,5! Proper roof pitch for roof covering (Section 1501). , ,fe Roof covering type - (fire hazard). Foam insulation - protection. ,8:" 36" halls and stairways. ,9' Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two'exits on three.- story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). BUY.' Attic access and ventilation (Section 1505). A444G 12e,=w, ? Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. 17 C.D.F. responsible. area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For ction Jacket: -- ti Hazard/Elevation Certificate �/ SRA Requirements Special Inspection Requirements - Automatic Fire Sprinklers June 1997 3.2 ;1 DANIEL J. DOBBIE. Page:. 1, Professional. Engineer Job No: 98030 Q Q 20 Mayfair Drive Chico, CA 95973-0707 Date: OCtObel' 1998 Phone/Fax (530) 345-4743 James Re talning Wall i �oQROFESSq/1 (J DO cry C C42028 cc P.3 /V/00 CIVII..o��a�Q' OF CAI. PROJECT SCOPE: PROVIDE ENGINEERING FOR A CONCRETE PERIMETER STEM WALL TO RETAIN UP TO T-0" OF EARTH. DESIGN THE STEM WALL FOOTING TO RESIST OVERTURNING. DESIGN DATA: UNIFORM BUILDING CODE 1994 EDITION WIND SPEED 75 MPH WIND EXPOSURE EXPOSURE B CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60 KSI ALLOWABLE SOIL BEARING PRESSURE 1200 PSF SOIL. EQUIVALENT FLUID PRESSURE 35 PCF SOIL WEIGHT 110 PCF DANIEL J. DOBBIE aD Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 q Phone/Fax (530) 3454743 RETAINING WALL DESIGN V-0" LENGTH OF WALL SOIL DATA: . Page: 2 Job No: 98030 Date: October 1998 James Retaining Wall ALLOWABLE SOIL BEARING PRESSURE 1200 PSF EQUIVALENT. FLUID PRESSURE (wc) 0.035 KCF ^2 ADDITIONAL SOIL SURCHARGE (ws) 0.000 KLF WEIGHT OF SOIL 0.110 KCF WALL DATA: WALL TYPE (CONCRETE OR MASONRY) CONCRETE WALL THICKNESS (t) 6 IN HEIGHT OF WALL RETAINING (Hr) 3.00 FT HEIGHT OF WALL ABOVE RETAINING (Har) 3.00 FT WEIGHT OF WALL (.150 KCF CONC, .124 KCF MAS) 0.45 KIPS VERTICAL LOAD ON TOP OF WALL (P) 0.936 KIPS HORIZONTAL WIND LOAD AT TOP OF WALL (Fw) 0.039 KIPS FOOTING DATA: FOOTING THICKNESS m 1.00 FT FOOTING WIDTH (w) 2.00 FT DISTANCE FROM HEEL TO FACE OF WALL (D) 0.50 FT WEIGHT OF FOOTING 0.30 KIPS P � Fw Har ws t we Hr. D T f� OVERTURNING ON WALL AND FOOTING ASSEMBLY: OVERTURNING MOMENT (Mot) 0.65 KIP FT RESISTING MOMENT (Mr) (INCL SOIL WT OVER HEEL) 2.32 KIP FT OK SOIL PRESSURE: SUM OF VERTICAL LOADS (INCL SOIL WT OVER HEE 1.85 KIPS DISTANCE OF RESULTANT FROM TOE 0.90 FT RESULTANT LOCATED INSIDE KERN? (MIDDLE 1/3) YES ECCENTRICITY (e) e = U2 - Lr 0.10 FT MAXIMUM SOIL PRESSURE (qmax) qmax = Fv/(W*L)*(1+6*e/L) 1.190 KSF OK MINIMUM SOIL PRESSURE (gmin) qmin = Fv/(W*L)*(1-6*e/L) 0.661 KSF 0 DANIEL J. DOBBIE Page: 3 aD Professional Engineer Job No: 98030 Q Q 20 Mayfair Drive Chico, CA 95973-0707 Date: October 1998 Phone/FKOMR �OALL DESIGN (CONT) James Retaining Wall FOOTING DESIGN: DEPTH OF REINFORCING IN WALL (dw) CONCRETE COMPRESSIVE STRENGTH ft) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI REINFORCING DEPTH (d) d = T*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 STRENGTH METHOD LOAD FACTOR 1.7 EARTH MOMENT FOR RESULTANT INSIDE KERN (Mmax) 0.55 KIP FT IS TOTAL SOIL REACTION LEFT OF WALL? NO MOMENT W/ SOIL RESULTANT OUTSIDE KERN(Mmak 0.37 KIP FT NOT APPL ULTIMATE MOMENT (Mu) 0.94 KIP FT REINFORCING STEEL RATIO (p) 0.000241 < pmin USE: REINFORCING STEEL RATIO (p') = p * 1.33 0.000321 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.033 INA 2 VERTICAL WALL DOWELS #4 @ 18" ox. As = 0.1331N"2 BENDING IN WALL: MAXIMUM MOMENT IN WALL (Mw) 0.392 KIP FT RESISTING MOMENT IN WALL (Mrw) 0.347 KIP FT NET MOMENT IN WALL (Mnetw) 0.045 KIP FT ULTIMATE MOMENT IN WALL (Muw) 0.08 KIP FT DEPTH OF REINFORCING IN WALL (dw) 3 IN REINFORCING STEEL RATIO (p) 0.000158 < pmin USE: REINFORCING STEEL RATIO (p') = p * 1.33 0.000210 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.000 IN^2 USE: VERT. WALL REINF. #4 @ 18" ox. As = 0.133 IN^2 REINFORCING IN WALL- MINIMUM VERTICAL As (Asv) .0012* Ag = 0.0864 IN^2 USE: #4 @ 18" O.C. As = .133 IN12 MINIMUM HORIZONTAL As (Ash) .0020 * Ag = 0.144 IN^2 USE: #4 @ 16 ox. As =.1503 IN^2 RETAINING WALL: 6" THICK CONCRETE WALL (fc=2500PS1) W/ #4 @ 18" ox. VERTICAL REINF. & #4 @ 16" ox. HORIZONTAL REINF. 12" THICK FOOTING x 2'- 0" WIDE (2 - #4 CONT) 6" FROM FTG HEEL TO RETAINING FACE OF WALL APPLICANT: OWNER' '. PERNMIiO _ WORK DESCRIP'T'ION: D_ DESCRIPTION OF STEP -------------- �• 1 PRC6ECT PROCESSING Rrd-ORD -------------- --------------- COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT /0� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER ROB AND ('-Ay JAKES OWNERS MAILING ADDRESS 324 AL RD, PARADISE CONTRACTOR'S NAME TE o TELEPHONE SO, FT, OCC. BUILDING VALUATION CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fjlln Fee $ 20.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Permit Fee 2 ORIGINAL $ 421.25 Plan Checking Fee $ BUILDINGADDRESS4990 RICH BAR, C141GO Energy Plan Checking Fee $ $ PERMIT FEE $AAI 117, IAT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Ck Duplex ❑ Mobilehome O Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel O Utilities ❑ Installation O Other O{ Describe Work: IST RENEWAT,/98-1208 Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS1 GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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 (rhe above sections need not be completed if the permd 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, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 5'0° deep and demolition or construction of structures over 3 stories in height. Main Service PGOA TO 1000A J 46.00 NEW CONST. DWELLINGoccuP. so OR ADDNS. 6 ACC. BLDs. 3.50FT; NOKREOSID MULTI.OUTLET RANCH @7,50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 00 ®' 50 :00 FIXED APPLNS. OR Ex. Occup. ounETs ESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt: $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $ LL10 99 HAZ. D. FEES IMP FLOOD CDF pggCEl pp HD ISSUE This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON 5/11/01 provisions to do work paid. to Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT DANIEL J. DOBBIE 4S®® �;� Professional Engineer 20 Mayfair Drive noFESSIn Chico, CA 95973-0707 OQ Nq� _ Phone/Fax (530) 3454743 ��L DO F2 Q h rn . L 42028" p- 3/a. CIVIL F CAI. MSK- Si�E�Ttt I N e06E s1 LL it Al TAc11 NA l L, SLIP, R• UO SII, caN 5T2uGTION �:�/ 3/af �t-YY�1ooC� GSC Psi 6 l $ X81 PCf W6V 0 GOO 8�kA e " �6 . � � i9t-YVJ0onG1) E 3,1 I/j4x&,,L$ Loez" x I01'4 4 ,%STUOS A OLX!v AT oG, dez4 A&U1nN b PA#4ei- I=o6c--5 N -Tc I , Amt. r--O�waaD W^I u N 6 �E E v 17+IGoM M oN Npr ` s .vuN NAIL- EcuILENT -. 2 , AL U NSU 1peP9•Ei;;? PLTw0r.0 I°^-NEL.'Et�6ts til` l3E 13l.act- � . DANIEL J. DOBBIE aD Professional • Engineer ��• 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 GON 1 • P-ew BOUMOAC . NAIL 546A* PL T PI`S IILRN f sc oeo 2 �Uc,l6 TYl . �- x f �. v wHF-W-F SIt_ ft LAG- Iect-t.' ocCAJli& EO E --- NAIL. T .rF C1 Cf l • �ooF 7P-uS.SES IA3S IGS AT (LaPF 1 �t >I LLw NAl LIN G :Ie .LA6. bow IN (� eev SG S IA3SI@ IG��ac. AT FLOCK. ,kls�s 5 I LI` .,It ID aLT IN G G o N S'TE" VvAu oIle Fou N0ATaN r I . r - oQROFESSlp�q DANIEL J. DOBBIE ;'`« Q6'p��,�.<<r� Professional Engineer y aD 20 Mayfair Drive ,, y Chico, CA 95973-0707-42028 m Phone/Fax (530) 3454743 Ow 12 - iSo X h/I IN , • SET w. N pf� CAI�F�� I SpL icE :. 114 TO mom ISE Y i f • �d� tiE STUtIU U N O 'SPL i S N joy ^T C- 10 10 - 010 PLAT 51OU (X i N 5-r Vr I I�D2A' AL L t-01194EAo c�cwl�S m x TEN 5Q aN F� .JGT Go UeLEi2, 001, NT it CON L, S I M P. 04 W^.L. o Fc Fk v, T100. ot�yuN . �oQ�pFESSI(jN'�l DANIEL J. DOBBIE yQ- 0B�F22 Professional Engineer Q-.� 20 Mayfair Drive O r^ Chico, CA 95973-0707 u 042028 > Phone/Fax (530) 345-4743 alb 12'fVvn GDx 46p .oc K- ETF S �N'T. OF CA��Fp� Vv/8cI �c�MMGyv @ <=p66 NAIL G n Ep6E 'NAIL . FULL LEN6THu F TrzuSS Sj-EP E.N. A W VFe-1, 6 n IN Co, 'L x SLK N �-f�SS F` PVSSE� FV If, I°L-s r NAI�Irvcy Sit6^l2 6�l� PLPcnI 0 U NOES i�ti�e. pqr__s ,� r;'. �` • �. _ '� . ;. �. µ � � ' • � a. '. 'r� • L ,� r' ��' `� �. . - r _ i. , .� ,� i DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telephone/Fax (530) 3454743 djdobbie@compuserve.com July 12, 1999 Job No. 98030 Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Attention: Mike Viera, Building Official Re: Robert James Residence, APN: 011-280-123 Dear Mr. Viera, In order to meet the requirements of my structural design for the above project I have indicated to the owner that it is permissible to provide 1/2" diameter all thread anchors embedded 4 1/2" minimum into a quality epoxy resin such as Hilti'HEA' resin or Simpson 'ET' resin in a 5/8" diameter hole drilled into the foundation concrete to substitute for the 1/2" cast -in-place anchor bolts. Since these anchors transfer shear forces to the foundation and are not used as holdown anchors I consider them sufficient. Respectfully, Daniel J obbie C42028 cc: R. James rp DANIEL J. DOBBIE Professional Engineer JQ20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 DESIGN DATA: Q,q,OFESS/ONq O ! 3 4 r r^ J s' 42028 xp.3131/0) s� CIVIL OF CAL\EOE FRONT PATIO ROOF BEA SIMPLE SPAN BEAM SUPPORTING TRUSSES NT -2 Page: 4 Job No: 98030 Date: April 1999 James Residence SPAN LENGTH (L) 6.5 FT TRIBUTARY WIDTH (W) 31.5/2 + 2 = 17.75' FT TRIBUTARY AREA (Atrib) 115.38 SQ FT LIVE LOAD (LL) USE: SNOW LOAD 30 PSF DEAD LOAD (DL) ADD (20-2.8+7. 0) PLASTER SOFFIT 24.2 PSF TOTAL LOAD (TL) 54.2 PSF ESTIMATED BEAM WEIGHT (wb) 0.025 KLF UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.455 KLF UNIFORM LIVE LOAD (wll) 0.533 KLF TOTAL UNIFORM LOAD (wtl) 0.987 KLF WET SERVICE FACTORS: WET SERVICE FACTOR HORIZONTAL SHEAR (Cm) 0.97 WET SERVICE FACTOR MOD. OF ELASTICITY (Cm') 0.90 RESULTS: RIGHT REACTION (Rr) 3.21 KIPS LEFT REACTION (RI) 3.21 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 3.25 FT MAXIMUM BENDING MOMENT DUE TO UDL (M) 5.2 KIP FT TRIAL SIZE: 4 x 12 #1 BEAM DEPTH (d) 11.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 415.2 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 2.49 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 6.76 KIP FT,, LOAD DURATION FACTOR -ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.15 SNOW MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.28 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd * Cm 2.78 KIPS OK FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd 7.8 KIP FT OK DEFLECTION: DEFLECTION DUE TO wti (Dwtl) (INCLUDE Cm') 0.062 IN DEFLECTION/SPAN RATIO L / 1250 FRONT PATIO ROOF BEAM: 4 x 12 #1 DANIEL J. DOBBIE LOADING DATA: (ADD REACTS FROM T10 + FRONT PATIO BM + DECK BM) Professional Engineer 6.955 KIPS 20 Mayfair Drive 2.78 KIPS Chico, CA 95973-0707 4.18 KIPS Phone/Fax (530) 345-4743 6.96 KIPS SPREAD FOOTING F1 AT TRUSS T7 CONCENTRIC POINT LOAD ON SQUARE FOOTING DESIGN DATA: 5.80 FT^2 ALLOWABLE SOIL BEARING PRESSURE 1200 PSF CONCRETE COMPRESSIVE STRENGTH ft) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: (ADD REACTS FROM T7 + EAST PATIO BM) TOTAL LOAD TO FOOTING (P) = 2.92.1+4.66 7.581 KIPS DEAD POINT LOAD (Pdl) 20/50 * 7.581 = 3.03 KIPS LIVE POINT LOAD (PII) 4.55 KIPS TOTAL POINT LOAD (Ptl) 7.58 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 6.32 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 2.51 FT USE SQUARE FOOTING SIZE: 2.67 FT FOOTING DESIGN: USE: 2 - #4 EA WAY As = 0.40 IN ^2 REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 .ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 4.2 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 7.7 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.680 KSF ULTIMATE MOMENT (Mu) 4.0 KIP FT REINFORCING STEEL RATIO (p) 0.00039 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00051 AREA OF REINFORCING STEEL REQUIRED (Asreq"d) 0.140 IN^2 USE: 2 - #4 EACH WAY As = 0.40 IN^2 Page: 26 Job No: 98030 Date: April 1999 James Residence oQVLOFES� N� O� F2 o" 42028, \* \ • --•.. , 71 1, --/*) -/ ) CIVIL ��Q' 1F CAI�FC� TWO WAY SHEAR: LENGTH OF SQUARE BEARING (Lb) (ONE SIDE) 8.00 IN ULTIMATE TWO WAY SHEAR (Vu): 8.80 KIPS ALLOWABLE SHEAR FOR CONCRETE (phiVc) 95.37 KIPS NO SHEAR REINF REQ'D SPREAD FTG F1: 2'- 8" SQUARE x 12" THK. W/ 2 - #4 EA WAY SPREAD FOOTING F2 @ TRUSS T10 LOADING DATA: (ADD REACTS FROM T10 + FRONT PATIO BM + DECK BM) TOTAL LOAD TO FOOTING (P) = 2.835+3.21+.91 6.955 KIPS DEAD POINT LOAD (Pdl) 2.78 KIPS LIVE POINT LOAD (PII) 4.18 KIPS TOTAL POINT LOAD (P.tl) 6.96 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 5.80 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 2.41 FT USE SQUARE FOOTING SIZE: 2.50 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 3.9 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 7.1 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.760 KSF ULTIMATE MOMENT (Mu) 3.4 KIP FT REINFORCING STEEL RATIO (p) 0.00035 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00047 AREA OF REINFORCING STEEL REQUIRED (Asreq"d) 0.120 IN^2 USE: 2 - #4 EA WAY As = 0.40 IN ^2 SPREAD FTG F2: 2'- 6" SQUARE x 12" THICK W/ 2 - #4 EA WAY DANIEL J. DOBBIE Professional Engineer 8.5 IN 20 Mayfair Drive 0.9 Chico, CA 95973-0707 2.1 KIPS Phorie/Fax (530) 345-4743 3.9 KIPS ' SPREAD FOOTING F3 AT REAR PATIO BEAM CONCENTRIC POINT LOAD ON SQUARE FOOTING DESIGN DATA: REINFORCING STEEL RATIO (p) ALLOWABLE SOIL BEARING PRESSURE 1200 PSF CONCRETE COMPRESSIVE STRENGTH ft) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: (ADD REACTS FROM T9 + REAR PATIO BM) TOTAL LOAD TO FOOTING (P) =.999+2.79 3.79 KIPS DEAD POINT LOAD (Pdl) 1.52 KIPS LIVE POINT LOAD (PII) 2.27 KIPS TOTAL POINT LOAD (Ptl) 3.79 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 3.16 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 1.78 FT USE SQUARE FOOTING SIZE: 2.00 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 2.1 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 3.9 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.497 KSF . ULTIMATE MOMENT (Mu) 1.5 KIP FT REINFORCING STEEL RATIO (p) 0.00019 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00026 AREA OF REINFORCING STEEL REQUIRED (Asreq"d) 0.052 IN"2 USE: 2 - #4 EACH WAY As = 0.40 IN^2 TWO WAY SHEAR: LENGTH OF SQUARE BEARING (Lb) (ONE SIDE) 8.00 IN ULTIMATE TWO WAY SHEAR (Vu): 3.16 KIPS ALLOWABLE SHEAR FOR CONCRETE (phiVc) 95.37 KIPS Page: `27 Job No: 98030 Date: April 1999 James Residence NO SHEAR REINF REQ'D SPREAD FTG F3: 2'- 0" SQUARE x 12" THK. W/ 2 - #4 EA WAY DANIEL J. DOBBIE Page: 28 Professional Engineer Job N0: 98030 aD 20 Mayfair Drive Date: A dI 1999 Chico, CA 95973-0707 P Phone/Fax (530) 3454743 James Residence CONCRETE PIER FOOTINGS CONCENTRIC POINT LOAD ON ROUND PIER FOOTING (END BEARING) DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1200 PSF CONCRETE COMPRESSIVE STRENGTH ft) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: (.005+.040) * 8'* 6.33'= 2.28 KIPS DEAD POINT LOAD (Pdl) .005 \.045 * 2.28 = 0.25 KIPS LIVE POINT LOAD (PII) 2.03 KIPS TOTAL POINT LOAD (Ptl) 2.28 KIPS FOOTING SIZE: DEPTH OF FOOTING >12" INTO NATURAL GRADE (DP 1.00 FT INCREASE IN gallow (z) (20%/FT) (97 UBC T -18-1-A) 1.20 AREA REQUIRED FOR BEARING (Areq)=Ptl/(gallow*z) 1.58 FT^2 DIAMETER OF PIER FOOTING REQUIRED (D) 1.42 FT USE PIER DIAMETER: 1.50 FT TYP PIER FOOTING: 18" DIAMETER CONCRETE PIER 2'- 0" MIN INTO NATURAL GRADE DANIEL J. DOBBIE aD Professional Engineer 20 Mayfair Drive ;;; ;:;:::: Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PROJECT SCOPE: Q�pFES DO ql� Lu 42028 Of EXO.34/�" 21 CIV%L OF Page: 1 Job No: 98030 Date: March 1999 James Residence PROVIDE ENGINEERING AS REQUIRED FOR A NEW RESIDENCE BY AN OWNER/BUILDER FOR BUILDING DEPARTMENT REVIEW. INCLUDE DESIGN CHECK FOR PATIO BEAMS AT BOTH THE FRONT AND BACK OF THE HOUSE. PERFORM A LATERAL ANALYSIS COMPARING SEISMIC AND WIND LOADING. DESIGN DIAPHRAGMS, CHORDS, AND SHEAR WALLS. CHECK FOUNDATIONS WHICH MAY HAVE SHEAR WALLS WITH ANY UPLIFT. UNIFORM BUILDING CODE SEISMIC ZONE WIND SPEED WIND EXPOSURE CONCRETE COMPRESSIVE STRENGTH ft) REINFORCING STEEL YIELD STRENGTH (fy) GLUE -LAMINATED BEAM COMBINATION SYMBOL: SIMPLE SPAN BEAMS CONTINUOUS AND CANTILEVERED BEAMS WOOD FRAMING SPECIES GRADING AGENCY ALLOWABLE SOIL BEARING PRESSURE ROOF LOADING (SLOPE 5:12) ROOF TILE PLYWOOD TRUSS FRAMING GYP BOARD CEILING INSULATION MECH/ELEC/MISC DEAD LOAD = LIVE LOAD = SNOW LOAD = 1997 EDITION ZONE 3 75 MPH EXPOSURE B 2500 PSI 60 KSI 24F -V4 24F -V8 DOUGLAS FIR LARCH WWPA 1200 PSF 10.0 PSF . 1.8 PSF 3.4 PSF 2.8 PSF 0.7 PSF 20.0 PSF 16.0 PSF 30.0 PSF CD1 DANIEL J. DOBBIE �D Professional Engineer 20 Mayfair Drive y ; Chico, CA 95973-0707 Phone/Fax (530) 345-4743 SAWN WOOD LUMBER AND TIMBERS Page: 2 Job No: 98030 Date: March 1999 James Residence DESIGN DATA• ALLOWABLE SHEARS AND MOMENTS (KIPS AND KIP FT.) SPECIES: DOUGLAS - FIR LARCH GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) 1991 NATIONAL DESIGN SPECIFICATION SUPPLEMENT TABLE 4A BASE DESIGN VALUES FOR VISUALLY GRADED LUMBER SIZE CLASSIFICATION: 2" TO 4" THICK, 2" AND WIDER (PSI) COMMERCIAL GRADE Fb Fv E SELECT STRUCT. 1450 95 1900000 NO. 1 AND BETTER 1150 95 1.800000 NO.1 1000 95 1700000 NO.2 875 95 1600000 1991 NATIONAL DESIGN SPECIFICATION SUPPLEMENT TABLE 4D BASE DESIGN VALUES FOR VISUALLY GRADED TIMBERS SIZE CLASSIFICATION: BEAMS AND STRINGERS (PSI) COMMERCIAL GRADE Fb Fv E DENSE SELECT STR. 1850 85 1700000 SELECT STRUCT. 1600 85 1600000 DENSE NO. 1 1550 .85 1700000 NO.1 1350 85 1600000 1991 NATIONAL DESIGN SPECIFICATION TABLE 2.3.1 APPLICABILITY OF ADJUSTMENT FACTORS FOR MOMENTS AND SHEARS ONLY LOAD SIZE REPEDITIVE SHEAR DURATION FACTOR $ STRESS FACTOR BENDING Fb' = Fb Cd Cf Cr SHEAR Fv' = Fv * Cd * Ch LOAD DURATION FACTOR (Cd) LOAD DURATION FACTORS ARE NOT INCLUDED IN THESE CHARTS BUT MAY SUBSEQUENTLY BE APPLIED AS PERMITTED FOR CHART LISTING PURPOSES Cd = 1.0 SIZE FACTOR (Cf) SIZE: Cf SIZE: Cf 2x4,4x4 1.5 4x12 1.1 2x6,4x6- 1.3 4x14 1.0 2x8 1.2 4x16 1.0 4x8 1.3 6x6 THRU 2x10 1.1 6x12 1.0 4x10 1.2 6x14 .98 2x12 1.0 6x16 .97 REPEDITIVE MEMBER FACTOR (Cr) 2x FRAMING SHALL INCLUDE REPEDITIVE MEMBER FACTOR Cr = 1.15 4x AND 6X.FRAMING ARE CONSIDERED SINGLE MEMBERS Cr = 1.0 SHEAR STRESS FACTOR (Ch) SINCE THE LENGTHS AND SIZES OF SPLITS, CHECKS, AND SHAKES IS NOT KNOWN SHEAR STRESS FACTOR SHALL BE TAKEN Ch = 1.0 rL DANIEL J. DOBBIE aD Professional Engineer 20 Mayfair. Drive Chico, CA 95973-0707 a Phone/Fax (530) 345-4743 REAR PATIO ROOF BEAM SIMPLE SPAN BEAM SUPPORTING TRUSS T-1 WITH THREE POINT SUPPORT Page: 3 Job No: 98030 Date: March 1999 James Residence DESIGN DATA: SPAN LENGTH (L) 11.5 FT TRIBUTARY WIDTH (W) 13/2 + 2 = 8.5 FT TRIBUTARY AREA (Atrib) 97.75 SQ FT LIVE LOAD (LL) USE: SNOW LOAD 30 PSF DEAD LOAD (DL) ADD (20-2.8+7.0)PLASTER SOFFIT 24.2 PSF TOTAL LOAD (TL) 54.2 PSF ESTIMATED BEAM WEIGHT (wb) 0.025 KLF UNIFORM DEAD LOAD (wdl) wdl = W"DL + wb 0.231 KLF UNIFORM LIVE LOAD (wil) 0.255 KLF . TOTAL UNIFORM LOAD (wtl) 0.486 KLF RESULTS: RIGHT REACTION (Rr) 2.79 KIPS LEFT REACTION (RI) 2.79 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 5.75 FT MAXIMUM BENDING MOMENT DUE TO UDL (M) 8.0 KIP FT TRIAL SIZE: 6 x 12 #1 BEAM DEPTH (d) 11.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 697 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 3.58 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 13.63 KIP FT LOAD DURATION FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.15 SNOW MAXIMUM'SHEAR (Vmax) Vmax = Pmax - (w " d/12) 2.33 KIPS FINAL RESISTIVE SHEAR (Ve) Ve = Vr" Cd 4.12 KIPS OK FINAL RESISTIVE MOMENT (Me) Me = Mr "' Cd 15.7 KIP FT OK DEFLECTION: DEFLECTION DUE TO wtl (Dwtl) 0.152 IN DEFLECTION/SPAN RATIO L / 906 REAR PATIO ROOF BEAM: 6 x 12 #1 DANIEL J. DOBBIE ASIZ\ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 FRONT PATIO ROOF BEAM SIMPLE SPAN BEAM SUPPORTING TRUSSES NT -2 SPAN LENGTH (L) 1 6.5 FT TRIBUTARY WIDTH (W) 31.5/2 + 2 = 17.75 FT TRIBUTARY AREA (Atrib) 115.38 SQ FT LIVE LOAD (LL) USE: SNOW LOAD 30 PSF DEAD LOAD (DL) ADD (20-2.8+7.0)PLASTER SOFFIT 24.2 PSF TOTAL LOAD (TL) 54.2 PSF ESTIMATED BEAM WEIGHT (wb) 0.025 KLF UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.455 KLF UNIFORM LIVE LOAD (wll) 0.533 KLF TOTAL UNIFORM LOAD (wtl) 0.987 KLF RESULTS: RIGHT REACTION (Rr) 3.21 KIPS LEFT REACTION (RI) 3.21 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 3.25 FT MAXIMUM BENDING MOMENT DUE TO UDL (M) 5.2 KIP FT TRIAL SIZE: 4 x 12 #1 BEAM DEPTH (d) 11.5 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 415.2 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 2.49 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 6.76 KIP FT Page: 4 Job No: 98030 Date: March 1999 James Residence LOAD DURATION FACTOR ADJUSTM NT• LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.15 SNOW MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.26 KIPS - FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 2.86 KIPS OK FINAL RESISTIVE MOMENT (Mr') Mr' = Mr* Cd 7.8 KIP FT OK DEFLECTION: DEFLECTION DUE TO wtl (Dwtl) 0.053 IN DEFLECTION/SPAN RATIO L / 1470 FRONT PATIO ROOF BEAM:- 4 x 12 #1 DANIEL J. DOBBIE 122L\ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 EAST PATIO ROOF BEAM SIMPLE SPAN BEAM SUPPORTING TRUSSES T-6 OVER 3 SUPPORT POINTS DESIGN DATA: SPAN LENGTH (L) 11.5 FT TRIBUTARY WIDTH (W) 25/2 + 2 = 14.5 FT TRIBUTARY AREA (Atrib) 166.75 SQ FT LIVE LOAD (LL) USE: SNOW LOAD 30 PSF DEAD LOAD (DL) ADD (20-2.8+7.0)PLASTER SOFFIT 24.2 PSF TOTAL LOAD (TL) 54.2 PSF ESTIMATED BEAM WEIGHT (wb) 0.025 KLF UNIFORM DEAD LOAD (wdl) wdl = WDL + wb 0.376 KLF UNIFORM LIVE LOAD (wll) 0.435 KLF TOTAL UNIFORM LOAD (wtl) 0.811 KLF 10 k&p RIGHT REACTION (Rr) 4.66 KIPS LEFT REACTION (RI) 4.66 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 5.75 FT MAXIMUM BENDING MOMENT DUE TO UDL (M) 13.4 KIP FT TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION FACTOR ADJUSTMENT• LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w " d/12) FINAL RESISTIVE SHEAR (Ve) Ve = Vr" Cd FINAL RESISTIVE MOMENT (Me) Me = Mr" Cd DEFLECTION: DEFLECTION DUE TO wtl (Dwtl) DEFLECTION/SPAN RATIO L / EAST PATIO ROOF BEAM• 6x12#1 11.5 IN 5.5 IN 697 IN A 4 3.58 KIPS 13.63 KIP FT 1.15 SNOW 3.89 KIPS 4.12 KIPS 15.7 KIP FT 0.254 IN 543 6x12#1 Page: 5 Job No: 98030 Date: March 1999 James Residence OK OK DANIEL J. DOBBIE Page: 6 aD Professional Engineer Job No: 98030 20 Mayfair Drive - Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD .SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR ( 3.0 * Ca / R) = 0.1964 x W BUILDING MASS (W) (TRANSVERSE DIRECTION): - HIGH ROOF: 4360 * .020 = 87.2 KIPS INT WALLS: .008 * 8/2 * 125 = 4.0 KIPS EXT WALLS: .014 * 9.4/2 * 92.5 * 2 = 12.2 KIPS TOTAL 103.4 KIPS SEISMIC LOAD (Vs) (TRANSVERSE DIRECTION): 20.3 KIPS ., SEISMIC LOAD FOR ALLOWABLE WORKING STRESS 14.5 KIPS REDUNDANCY FCTOR (p):'= 2 - 20 /(rmax * Ab A0.6) -0.83 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 10 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 2.5 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 20.3 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.12 GROUND FLOOR AREA (Ab) 3290 FT^2 AMPLIFICATION FACTOR (omega) 2.8 WIND ANALYSIS WIND PRESSURE (P): P = Ce * Cq * qs * Iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 18 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Cel ABOVE GRADE (FI) 40'- 60' h1 = 0 1.31 0.00 30'- 40' h1 = 0 0.84 0.00 25'- 30' h2 = 0 0.76 0.00 20'- 25' h3 = 0 0.72 0.00 15'- 20' h4 = 3 0.67 2.01 01-15, 115 = 15- 0.62 9.30 TOTAL h'= 18 TOTAL (hCe) 11.31 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 0.628 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.25 PSF AREA OF WIND LOADING (TRANSVERSE DIRECTION): BUILDING WIDTH (Wb) (AT GROUND LEVEL): 92.5 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 8 FT AREA OF EXPOSURE (Ae): 1500 SQ FT ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 1130, SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.30 PSF WIND LOADING (Vw)(TRANSVERSE DIRECTION): 13.9 KIPS SEISMIC GOVERNS DANIEL J. DOBBIE Page: 7 Professional Engineer Q Q 20 Mayfair Drive Job No: 98030 Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED FINAL SEISMIC FACTOR (3.0 * Ca / R) = 0.1.964 x W BUILDING MASS (W) (LONGITUDINAL DIRECTION)@ HIGH ROOF: 4360 * .020 = 87.2 KIPS INT WALLS: .008 * 8/2 * 146 = 4.7 KIPS EXT WALLS: .014 * 12/2 * 65 * 2 = 10.9 KIPS TOTAL 102.8 KIPS SEISMIC LOAD (Vs) (LONGITUDINAL DIRECTION): 20.2 KIPS SEISMIC LOAD FOR ALLOWAB E WORKING STRESS 14.4 KIPS REDUNDANCY FCTOR (p): = 2 - 20 / (rmax * Ab^0.5) 0.99 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 4 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 2.8 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 20.2 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.35 GROUND FLOOR AREA (Ab) 3290 FT^2 AMPLIFICATION FACTOR (omega) 2.8 MIND ANALYSIS WIND PRESSURE (E); P = Ce * Cq,* qs * iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 18 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Ce) ABOVE GRADE (FI) 40'- 60'. h1 = 0 1.31 0.00 30'- 40' h1 = 0 0.84 0.00 25'- 30' 112 = 0 0.76 0.00 20'- 25' h3 = 0 0.72 0.00 15'- 20' 114 = 3 0.67 2.01 01-15, 115 = 155 0.62 9.30 TOTAL h'= 18 TOTAL (hCe) 11.31 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 0.628 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.25 PSF AREA OF WIND LOA DIN (LONGITUDINAL DIRECTION)* BUILDING WIDTH (Wb) (AT GROUND LEVEL): 65 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 8 FT AREA OF EXPOSURE (Ae): 1134 SQ FT ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 874 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.30 PSP WIND LOADING (Vw) (LONGITUDINAL DIRECTION)a 10.7 KIPS SEISMIC GOVERNS DANIEL J. DOBBIE Page: 8 Professional Engineer Q D 20 Mayfair Drive Job No: 98030 Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence DIAPHRAGMS & CHORDS ROOF DIAPHRAGM: (EXAMINE PORTION OF DIAPHRAGM OVER LIVING ROOM) TOTAL LOAD TO ROOF (Vr): 14.5/4360"1506= 5.00 KIPS DIAPHRAGM WIDTH (W): 34.00 FT DIAPHRAGM LENGTH (L) 36.00 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.074 KLF ALLOWABLE UNIT SHEAR (va): (CASE 1) 0.240 KLF ROOF DIAPHRAGM: 1/2" PLYWOOD (24/0) UNBLOCKED BOUNDARY & EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" o.c. ROOF CHORD FORCES (LOADS APPLIED TRANSVERSE DIR)• _ MAXIMUM CHORD FORCE (C=T) C = T = V*U(8*W) 0.66 KIPS TOP WALL PLATE SPLICE: TOP WALL PLATE 2 - 2 x 6 #2 CROSS SECTIONAL AREA (1 - 2 x 6) 8.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (Cd) 1.33 SIZE FACTOR (Ct) 1.3 ADJUSTED ALLOWABLE TENSION STRESS(Ft') 0.994 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 8.2 KIPS TOP WALL PLATE NAILING: (USE 16d BOX NAILS) ALLOWABLE LOAD TO 16d BOX 0.103 KIPS NUMBER OF NAILS REQUIRED 5 NAILS USE: 12 -16d BOX TYPICAL ROOF DIAPHRAGM 2 - 2 x 6 #2 TOP WALL PLATES CHORDS: 6'- 8" MIN. LAP AT SPLICES W/ 12 -16d BOX NAILS BETWEEN SPLICES IN TOP & BOTTOM PLATES OK DANIEL J. DOBBIE Page: 9 Professional Engineer DJob 20 Mayfair Drive No: 98030 ""AChico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 3454743 James Residence SHEAR WALL AT WEST BEDROOM WALL FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA• V = 14.5 / 4360 " 1690/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.81 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 9.00 FT TOT WIDTH 13.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.216 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c: FIELD NAIL = 8d @ 12" O.C. WL Pld,� Prd 10`Pup V P1 H Rd W Rup PANEL P1 DATA: (MAKE P2 SAME) PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.86 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.467 KLF APPLIED LEFT DOWN LOAD (Pld): 0.93 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS• 0.00. KIPS OVERTURNING MOMENT (Mo): 6.9 KIP FT RESISTING MOMENT (Mr): 3.7 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 3.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.60 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.80 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 2x 1.555 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT• 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 8 " o.c. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 35 "o.c. USE: 32" DANIEL J. DOBBIE Page: 10 Professional Engineer Q D 20 Mayfair Drive Job No: 98030 Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence COMMON SHEAR WALL BETWEEN BEDROOM & KITCHEN AREAS FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL INE DATA• V = 14.5 / 4360 * (1690+494)/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.63 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 22.00 FT P2: 8.00 FT 12.00 FT P3: 8.00 FT 4-M FT TOT WIDTH 38.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.096 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF A SHEAR WALL: 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" o.c. w Pld,� Prd up P1 H . Rd W Rup PANEL P3 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.38 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.467 KLF APPLIED LEFT DOWN LOAD (Pld): 0.93 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS• OVERTURNING MOMENT (Mo): 3.1 KIP FT RESISTING MOMENT (Mr): 3.7 KIP FT NO HD NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.80 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWN REQUIRED SILL PLATE ATTACHMENT• 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 17 " o.c. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 80 "o.c. USE: 32" DANIEL J. DOBBIE Page: 11 a\Dea Professional Engineer Q 20 Mayfair Drive Job No: 98030 Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence COMMON SHEAR WALL BETWEEN KITCHEN & LIVING AREAS FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA- V = 14.5/4360 * 1506/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.50 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 10.00 FT TOT WIDTH 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.250 KLF ALLOWABLE UNIT SHEAR (va): 0.320 KLF 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 4" o.c. FIELD NAIL = 8d @ 12" o.c. w P<, Prd up V P1 H Rd '� W 1, Rup PANEL WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prod): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL -RESULTS: OVERTURNING MOMENT (Mo): RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT S.IMPSON 'HD2A' ON 2x ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT' 2x OR 4x SILL PLATE? . ALLOWABLE LOAD TO 16d BOX NAIL ALLOWABLE SHEAR PER 1/2" BOLT MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 10 FT 8 FT 2.50 KIPS SEISMIC NO 0.192 KLF 1.00 KIPS 0.00 KIPS 0.00 KIPS 20.0 KIP FT 9.6 KIP FT 10.4 KIP FT 3.96 KIPS -1.04 KIPS 1.555 KIPS 4.42 KIPS 2x SILL PL 0.103 KIPS 0.48 KIPS 7 " o.c. 31 "o.c. HD REQ'D OK OK USE: 6" USE: 24" DANIEL J. DOBBIE Page: 12 aD Professional Engineer 20 Mayfair Drive Job No: 98030 ::::::::::::: Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 3454743 _ James Residence COMMON SHEAR WALL BETWEEN LIVING & GARAGE AREAS FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA• V = 14.5/4360 - ((1506-494)/2+800/2+365) _ TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.22 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 15.00 FT P2: 8.00 FT 6.00 FT P3: 8.00 FT 5—M FT TOT WIDTH RESULTING UNIT SHEAR AT WALL LINE (v): 26.00 FT 0.162 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF A SHEAR WALL 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" O.C. WL APPLIED LEFT DOWN LOAD (Pld): 0.30 KIPS Pld,� Prd VPup H Rd W Rup PANEL P3 DATA: (MAKE P2 SAME) PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.81 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.152 KLF APPLIED LEFT DOWN LOAD (Pld): 0.30 KIPS APPLIED RIGHT DOWN LOAD (Pref): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 6.5 KIP FT RESISTING MOMENT (Mr): 1.9 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.6 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.98 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.92 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 2x 1.555 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT• 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 10 "o.c. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 47 "o.c. USE: 32" DANIEL J. DOBBIE Page: 13 aD Professional Engineer Job No: 98.030 20 Mayfair Drive Chico, CA 95973-0707 Date: March 1999 .;; Phone/Fax (530) 345-4743 James Residence SHEAR WALL AT EAST GARAGE WALL FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATAV = 14.5 / 4360 * (800)/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.33 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.83 FT 4.00 FT P2: 8.83 FT 4.00 FT TOT WIDTH 8.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.166 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF A SHEAR WALL• 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" o.c. W P<, Prd 10`Pup P1 H Rd W Rup PANEL P1 &_p2 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8.83 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.67 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.204 KLF APPLIED LEFT DOWN LOAD (Pld): 1.96 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS• 0.00 KIPS OVERTURNING MOMENT (Mo): 5.9 KIP FT RESISTING MOMENT (Mr): 1.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 4.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.84 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.06 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 2x 1.555 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENTa 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 10 " O.C. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 46 "o.c. USE: 32" DANIEL J. DOBBIE Page: 14 Professional Engineer Qdo 20 Mayfair Drive Job No: 98030 Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence .SHEAR WALL AT SOUTH WALL BEDROOM AREA FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA• V = 14.4 / 4360 " 1690/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.79 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 4-M FT TOT WIDTH 8.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.349 KLF ALLOWABLE UNIT SHEAR (va): 0.410 KLF C SHEAR WALL_ 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 3" o.c.FIELD NAIL = 8d @ 12" 4x FRMG @ ABUTTING PANELS & SILL PLATES WL Pld,� Prd Pup V P1 H f Rd W Rup PANEL P1 &F2 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.40 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.204 KLF APPLIED LEFT DOWN LOAD (Pld): 0.15 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 11.2 KIP FT RESISTING MOMENT (Mr): 1.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 9.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.35 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.38 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 4x 2.775 KIPS OK ALLOWABLE UPLIFT SIMPSON'SSTB16' ANCHOR SILL PLATE ATTACHMENT* 4.42 KIPS OK 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.61 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 5 " o.c. USE: 4" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 28 "o.c. USE: 24" (SSC; SIMPSow 'FTA2' Ovs-00wovS AT Fcov2 'Pe_m6 2.cb2le.IpS o DANIEL J. DOBBIE aD Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 SHEAR WALL AT SOUTH WALL LIVING ROOM AREA FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA- V = 14.4/4360 " (1506+365)/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.09 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 4.00 FT Page: 15 Job No: 98030 Date: March 1999 James Residence P3: 8.00 FT 4.00 FT P4: 8.00 FT &M FT TOT WIDTH 16.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.193 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF A SHEAR WALL: 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" o.c. WL Pld,� Prd10Z P1 H Rd W Rup PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.77 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF -THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.492 KLF APPLIED LEFT DOWN LOAD (Pld): 1.47 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 6.2 KIP FT RESISTING MOMENT (Mr): 3.9 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.00 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.56 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 2x 1.555 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 4.42 KIPS OK 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 9 " O.C. USE: 8" MAXIMUM SPACING AT 1/2"BOLTS TO FOUNDATION 40 "o.c. USE: 32" DANIEL J. DOBBIE Page: 16 aD Professional Engineer 20 Mayfair Drive Job No: 98030 q; Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence SHEAR WALL AT SOUTH WALL GARAGE AREA FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA• V = 14.4/4360 * (800+365)/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.92 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 15.00 FT TOT WIDTH 15.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.128 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF a; 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" O.C. WL Pld,� Prd 1�1`Pup P1 H Rd Te W Rup PANEL P1 DATA: PANEL WIDTH (W): 15 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.92 KIPS DOES WIND. OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.652 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prod): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 0.00 KIPS OVERTURNING MOMENT (Mo): 15.4 KIP FT RESISTING MOMENT (Mr): 73.4 KIP FT NO HD NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 9.78 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWN REQUIRED SILL PLATE ATTACHMENT* 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 13 "o.c. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 60 "o.c. USE: 32" DANIEL J. DOBBIE Page: 17 aD Professional Engineer Job No: 98030 20 Mayfair Drive Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 3454743 James Residence SHEAR WALL AT NORTH WALL BEDROOM AREA FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WA INE DATA• V = 14.4/4360 *• 49/2/40.5*1690 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.38 KIPS PANEL SIZES: e HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 5.00 FT P3: 8.00 FT 4,M FT TOT WIDTH 13.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.260 KLF ALLOWABLE UNIT SHEAR (va): 0.320 KLF B SHEAR WALL 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 4" o.c. FIELD NAIL = 8d @ 12" o.c. W Pld4 Prd��`Pup P1 H Rd W Rup PANEL P1 DATA• PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.04 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.152 KLF APPLIED LEFT DOWN LOAD (Pld): 0.38 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS• 0.00 KIPS OVERTURNING MOMENT (Mo): 8.3 KIP FT RESISTING MOMENT (Mr): 1.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 7.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.76 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.78 KIPS ALLOWABLE UPLIFT SIMPSON 'HD2A' ON 4x ' 2.775 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT• 4.42 KIPS OK 2x OR 4x SILL PLATE? ' 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 6 " o.c. USE: 6" MAXIMUM SPACING AT 1/2",BOLTS TO FOUNDATION 29 "o.c. USE: 24" DANIEL J. DOBBIE Page: 18 aD Professional Engineer Job NO: 980- 20 Mayfair Drive 30 Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence SHEAR WALL AT NORTH WALL KITCHEN AREA ONLY FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALT_ LINE DATA• V = 14.4/4360 * 494/2 = TOTAL SHEAR COLLECTED TO WALL LINE M: 0.82 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 4.00 FT TOT WIDTH 8.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.103 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF A SHEAR WALL• 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c. 0.00 KIPS FIELD NAIL = 8d @ 12" o.c. WL OVERTURNING MOMENT (Mo): 3.3 KIP FT RESISTING MOMENT (Mr): Pld,� Prd 41`Pup LEFT DOWN LOAD REACTION (Rd): H Rd w Rup PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.41 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.492 KLF APPLIED LEFT DOWN LOAD (Pld): 0.98 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS• OVERTURNING MOMENT (Mo): 3.3 KIP FT RESISTING MOMENT (Mr): 3.9 KIP FT NO HD NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.95 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWN REQUIRED SILL PLATE ATTACHMENT• 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 16 " o.c. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 75 "o.c. USE: 32" DANIEL J. DOBBIE Page: 19 aD Professional Engineer Job No: 98030 20 Mayfair Drive Chico, CA 95973-0707 Date: March 1999 James Residence ` Phone/Fax (530)345-4743 SHEAR WALL AT NORTH WALL BALANCE OF LIVING ROOM AREA FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA• V = 14.4/4360 * (1506-494)/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.67 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 11.00 FT TOT WIDTH 11.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.152 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF A SHEAR WALL• 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" o.c. WL Pld,� Prd VNup P1 H Rd W Rup PANEL P1 DATA: PANEL WIDTH (W): 11 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.67 KIPS DOES WIND OR SEISMIC. GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.552 KLF APPLIED LEFT DOWN LOAD (Pld): 0.83 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 0.00 KIPS OVERTURNING MOMENT (Mo): 13.4 KIP FT RESISTING MOMENT (Mr): 33.4 KIP FT - NO HD NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 6.90 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWN REQUIRED SILL PLATE ATTACHMENT• 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 11 " O.C. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 50 "o.c. USE: 32" DANIEL J. DOBBIE Page: 20 �D Professional Engineer Job No: 98030 20 Mayfair Drive Chico, CA 95973-0707 Date: March 1999 OF!, Phone/Fax (530) 345-4743 James Residence SHEAR WALL AT NORTH WALL GARAGE AREA FOR IN -PLANE SEISMIC SHEAR SHEAR COLLECTOR WALL LINF DATA* V = 14.4/4360 " 800/2 = TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.32 KIPS PANEL SIZES: HEIGHT WIDTH P1: 8.00 FT 4.00 FT P2: 8.00 FT 5.00 FT P3: 8.00 FT ZJ0k FT TOT WIDTH 16.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.083 KLF ALLOWABLE UNIT SHEAR (va): 0.220 KLF A SHEAR WALL* 3/8" PLYWOOD CDX, BLOCK PANEL EDGES EDGE NAIL =.8d @ 6" o.c. FIELD NAIL = 8d @ 12" o.c. w Pld,� Prd��`Pup V P1 H Rd W Rup PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 8 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.33 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF THE STRUCTURE > 1/2 OF THE WIDTH NO UNIT DEAD LOAD TO PANEL (w): 0.402 KLF APPLIED LEFT DOWN LOAD (Pld): 1.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS* OVERTURNING MOMENT (Mo): 2.6 KIP FT RESISTING MOMENT (Mr): 3.2 KIP FT NO HD NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.61 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWN REQUIRED SILL PLATE ATTACHMENT• 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d BOX NAIL 0.103 KIPS ALLOWABLE SHEAR PER 1/2" BOLT 0.48 KIPS MAXIMUM SPACING AT 16d BOX NAILS TO SUBFLOO 20 " o.c. USE: 8" MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 93 "o.c. USE: 32" aDDANIEL J. DOBBIE Page: 21 Professional Engineer . 20 Mayfair Drive' Job No: 98030 Chico, CA 95973-070T Date: March 1999 a; Phone/Fax (530) 345-4743 James Residence DRAG CONNECTIONS AT WEST BEDROOM SHEAR WALL FIND DRAG FORCES AT CONNECTIONS OF DRAG LINE TO SHEAR WALL DIAPHRAGM TRIBUTARY LENGTH TO DRAG LINE. (Ld) 45.00 FT LENGTH OF SHEAR PANEL P1 (LP1) 4.00 FT LENGTH OF SHEAR PANEL P2 (LP2) M FT TOTAL LENGTH OF SHEAR WALL ON DRAG LINE (Lsw) 13.00 FT LENGTH OF DIAPHRAGM TO LEFT OF P1 (LD1) 6.50 FT LENGTH OF DIAPHRAGM BETWEEN P1 AND P2 (LD2) 4.00 FT LENGTH OF DIAPHRAGM TO RIGHT OF P2 (LD3) 21.50 FT TOTAL DRAG FORCE TO DRAG LINE (F) 2.81 KIPS Ld F1 F3 F=0 F2 F4 .71 K P1 P2 LD1 I LP1 I LD2 I LP2 I LD3 I DRAG FORCES AT DRAG LINE MAXIMUM DRAG FORCE AT CONNECTION• UNIT SHEAR IN SHEAR WALLS (vsw) = F / Lsw 0.216 KLF UNIT SHEAR OVER WIDTH OF DIAPHRAGM (vd) = F / Ld 0.062 KLF . NET UNIT SHEAR ALONG SHEAR WALLS (vt) = vsw - vd 0.154 KLF MAXIMUM DRAG FORCE AT CONNECTION (F1) = vd * LD1 0.41 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F2) = F1 - vt * LP1 -0.21 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F3) = F2 + vd * LD2 0.04 KIPS MAXIMUM DRAG FORCE AT CONNECTION (04) = F3 - vt * LP2 -1.34 KIPS ALLOWABLE FORCE AT TOP PLATE SPLICE (Fallow) 1.64 KIPS DRAG FORCE AT TRANSITION TO PATIO BEAM (F5) -0.71 KIPS ALLOWABLE LOAD SIMPSON 'MST48' STRAP 4.46 KIPS DANIEL J. DOBBIE DdProfessional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 22 Job No: 98030 Date: March 1999 James Residence DRAG CONNECTIONS AT SOUTH LIVING ROOM SHEAR WALL FIND DRAG FORCES AT CONNECTIONS OF DRAG LINE TO SHEAR WALL DESIGN DATA: UNIT SHEAR OVER WIDTH OF DIAPHRAGM (vd) = F / Ld DIAPHRAGM TRIBUTARY LENGTH TO DRAG LINE (Ld) 47.50 FT LENGTH OF SHEAR PANEL P1 (LPI) 4.00 FT LENGTH OF SHEAR PANEL P2 (LP2) 4.00 FT LENGTH OF SHEAR PANEL P3 (LP3) 4.00 FT LENGTH OF SHEAR PANEL P4 (LP4) 4.00 FT TOTAL LENGTH OF SHEAR WALL ON DRAG LINE (Lsw) 16.00 FT LENGTH OF DIAPHRAGM TO LEFT OF P1 (LD1) 0.00 FT LENGTH OF DIAPHRAGM BETWEEN P1 AND P2 (1-132) 6.67 LENGTH OF DIAPHRAGM BETWEEN P2 AND P3 (1-133) 6.66 LENGTH OF DIAPHRAGM BETWEEN P3 AND P4 (1-134) 6.67 LENGTH OF DIAPHRAGM TO RIGHT OF P4 (LD5) 11.50 TOTAL DRAG FORCE TO DRAG LINE (F) 3.09 . Ld F1 F3 F5 DRAG FORCES AT DRAG LINE FT FT FT FT KIPS F=0 MAXIMUM DRAG FORCE AT CONNECTION: r UNIT SHEAR IN SHEAR WALLS (vsw) = F / Lsw r UNIT SHEAR OVER WIDTH OF DIAPHRAGM (vd) = F / Ld 0.065 KLF NET UNIT SHEAR ALONG SHEAR WALLS (vt) = vsw - vd 0.128 KLF MAXIMUM DRAG FORCE AT CONNECTION (F1) = vd * LD1 0.00 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F2) = F1 - vt * LPI F2 MAXIMUM DRAG FORCE AT CONNECTION (F3) = F2 + vd * LD2 F4 MAXIMUM DRAG FORCE AT CONNECTION (F4) = F3 - vt * LP2 F6 MAXIMUM DRAG FORCE AT CONNECTION (F5) = F4 + vd * LD3 -0.16 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F6) = F5 - vt * LP3 P1 MAXIMUM DRAG FORCE AT CONNECTION (177) = F6 + vd * LD4 P2 MAXIMUM DRAG FORCE AT CONNECTION (F8) = F7 - vt * LP4, -0.75 KIPS ALLOWABLE FORCE AT TOP PLATE SPLICE (Fallow) 1.64 KIPS F8 LD1 I LD2 I LD3 I I LD4 I LD5 I LP1 I LP2 LP3 I LP4 DRAG FORCES AT DRAG LINE FT FT FT FT KIPS F=0 MAXIMUM DRAG FORCE AT CONNECTION: UNIT SHEAR IN SHEAR WALLS (vsw) = F / Lsw 0.193 KLF UNIT SHEAR OVER WIDTH OF DIAPHRAGM (vd) = F / Ld 0.065 KLF NET UNIT SHEAR ALONG SHEAR WALLS (vt) = vsw - vd 0.128 KLF MAXIMUM DRAG FORCE AT CONNECTION (F1) = vd * LD1 0.00 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F2) = F1 - vt * LPI -0.51 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F3) = F2 + vd * LD2 -0.08 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F4) = F3 - vt * LP2 -0.59 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F5) = F4 + vd * LD3 -0.16 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F6) = F5 - vt * LP3 -0.67 KIPS MAXIMUM DRAG FORCE AT CONNECTION (177) = F6 + vd * LD4 -0.24 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F8) = F7 - vt * LP4, -0.75 KIPS ALLOWABLE FORCE AT TOP PLATE SPLICE (Fallow) 1.64 KIPS ALLOWABLE LOAD SIMPSON 'MST48' STRAP 4.46 KIPS DANIEL J. DOBBIE Page: 23 aD f Professional Engineer. 20 Mayfair Drive Job No: 98030 ;.; Chico, CA 95973-0707 Date: March 1999 Phone/Fax (530) 345-4743 James Residence STEM WALL FOOTING AT SOUTH BEDROOM SHEAR WALL LENGTH OF STEM WALL (L) 20.00 FT PANEL P1 DOWNLOAD (Pd1) 3.35 KIPS DISTANCE Pd1 FROM LEFT END 0.75 FT PANEL P1 UPLIFT LOAD (Pup1) (NEGATIVE UP) '-2.38 KIPS DISTANCE Pup1 FROM LEFT END 4.75 FT PANEL P2 DOWNLOAD (Pd2) 3.35 KIPS DISTANCE Pd2 FROM LEFT END 15.25 FT PANEL P2 UPLIFT LOAD (Pup2) (NEGATIVE UP) -2.38 KIPS DISTANCE Pup2 FROM LEFT END 19.25 FT WEIGHT OF 6" x 4.5' CONC STEM WALL (Ws) 6.75 KIPS WIDTH OF FOOTING (Wftg) 1.25 FT DEPTH OF FOOTING (Dftg) 1.00 FT ADDITIONAL WEIGHT OF FOOTING (Wf) 1.74 KIPS TOTAL SHEAR TO WALL (V)=2.79+.1403*1063/2*.07 8.00 KIPS ADD SEISMIC LOOR LOAD ABOVE DISTANCE V APPLIED ABOVE BOTTOM OF STEM WA 4.50 FT Pd1 Pup1 Pd2 Pup2 l J, 4' 10.5' 4' A V wmax ELEVATION STEM WALL FOOTING STEM WALL ANALYSIS: SUM OF VERTICAL LOADS (SV) 10.43 KIPS OVERTURNING MOMENT ABOUT A (Mot) -93.12 KIP FT RESISTING MOMENT ABOUT A (Mr) 138.50 KIP FT' NO O.T. NET MOMENT (Mnet) 45.38 KIP FT LOCATION OF SOIL REACTION RESULTANT FROM A ( 4.35 FT MAXIMUM SOIL REACTION(wma OUTSIDE KERN 1.598 KLF OK MINIMUM SOIL REACTION (wmin) KLF SEE RESULTS OF STEM WALL ANALYSIS ON NEXT PAGE DANIEL J. DOBBIE Page: 24 Professional Engineer Q Q 20 Mayfair Drive Job No: 98030 Chico, CA 95973-0707 Date: March 1999 i;;y; Phone/Fax (530) 345-4743 James Residence STEM WALL FOOTING AT SOUTH BEDROOM SHEAR WALL (CONT.) STEM WALL DESIGN• STEM WALL WIDTH (W) 0.5 FT STEM WALL DEPTH (D) 4.50 FT WIDTH OF FOOTING AT BOTTOM OF STEM WALL 1.25 FT MAXIMUM SOIL REACTION (wmax) 1.598 KLF MAXIMUM SOIL PRESSURE gmax = wmax / W 1.278 KSF OK CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI REINFORCING DEPTH (d) d = D*12 - 3.5 .50.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 STRENGTH METHOD LOAD FACTOR 1.4 SEISMIC MAX. STEMWALL MOMENT (Mmax) (NEXT PAGE) 10.16 KIP FT ULTIMATE MOMENT (Mu) 14.2 KIP FT REINFORCING STEEL RATIO (p) 0.000207 < pmin USE: REINFORCING STEEL RATIO (p') = 1.33 * p 0.000276 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.084 IN^2 USE: 1 - #4 CONT. T. & B. As = 0.20 IN^2' MAXIMUM SHEAR AT (Vmax): 4.65 KIPS ULTIMATE SHEAR (Vu) 6.51 KIPS ALLOWABLE SHEAR FOR CONCRETE (phiVc) 25.76 KIPS NO SHEAR REINF REQ'D STEM WALL REINFORCING: MINIMUM VERTICAL As (Asv) .0012 * Ag = 0.0864 IN^2 USE: #4 @ 18" o.c. As = .133 IN^2 MINIMUM HORIZONTAL As (Ash) .0020 * Ag = 0.1440 IN^2 USE: #4 @ 16" o.c. As =..150 IN^2 6" WIDE STEM WALL x. 4'- 6" OVERALL DEPTH W/ 1 - # 4 @ TOP & BOTTOM #4 @ 18" (V) & #4 @ 16" (H) V- 3" WIDE x 12" THICK FOOTING ADEQUATE TO REISIST SEISMIC REACTIONS FROM SHEAR WALLS WITH UPLIFT DANIEL J. DOBBIE aD Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 3454743 ta'S is A Page: 25 Job No: 98030 Date: March 1999 James Residence ASD Unity Check -RISC unify check not calculated - Y. Ma■ DeflRatio : U Ii Uu M ;Mae: 4.645 at 10 Kwl �i }t :Minx -.02364 at O ::Max: 10.063 at 10 :. nS::w'th # ~y - C @Mln -10.156 at 15 .. .......................................... ................................................................................... ; };}.:.:.:...............:............................................:n i3 KAi DANIEL J. DOBBIE aD Professional Engineer 20 'Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 RETAINING WALL DESIGN V-0" LENGTH OF WALL SOIL DATA: ALLOWABLE SOIL BEARING PRESSURE 1200 PSF EQUIVALENT FLUID PRESSURE (wc) 0.035 KCF^2 ADDITIONAL SOIL SURCHARGE (ws) 0.000 KLF WEIGHT OF SOIL WALL DATA: 0.110 KCF WALL TYPE (CONCRETE OR MASONRY) CONCRETE WALL THICKNESS (t) 6 IN HEIGHT OF WALL RETAINING (Hr) 4.00 FT HEIGHT OF WALL ABOVE RETAINING (Har) • 3.00 FT WEIGHT OF WALL (.150 KCF CONC, .124 KCF MAS) 0.525 KIPS VERTICAL LOAD ON TOP OF WALL (P) 0.936 KIPS HORIZONTAL WIND LOAD AT TOP OF WALL (Fw) 0.039 KIPS FOOTING DATA: FOOTING THICKNESS (T) 1.00 FT FOOTING WIDTH (w) 2.50 FT DISTANCE FROM HEEL TO FACE OF WALL (D) 0.50 FT WEIGHT OF FOOTING 0.38 KIPS 0 Har t Hr — T C Fw n <— !wi OVERTURNING ON WALL AND FOOTING ASSEMBLY* OVERTURNING MOMENT (Mot) RESISTING MOMENT (Mr) (INCL SOIL WT OVER HEEL) SOIL PRESSURE: SUM OF VERTICAL LOADS (INCL SOIL WT OVER HEE DISTANCE OF RESULTANT FROM TOE RESULTANT LOCATED INSIDE KERN? (MIDDLE 1/3) YES ECCENTRICITY (e) e = U2 - Lr MAXIMUM SOIL PRESSURE (qmax) gmax = Fv/(W*L)*(1+6*e/L) MINIMUM SOIL PRESSURE (gmin) gmin = Fv/(W*L)*(1-6*e/L) Page: R1 Job No: 98030 Date: March 1999 James Residence Revised 3/10/99 1.04 KIP FT 3.52 KIP FT OK 2.06 KIPS 1.21 FT 0.04 FT 0.909 KSF 0.735 KSF 091:1 w DANIEL J. DOBBIE IL Professional Engineer ZA 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 RETAINING WALL DESIGN (CONT) Page: R2 Job No: 98030 Date: March 1999 James Residence Revised 3/10/99 FOOTING DESIGNa CONCRETE COMPRESSIVE STRENGTH ft) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI REINFORCING DEPTH (d) d = T*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 STRENGTH METHOD LOAD FACTOR 1.7 EARTH MOMENT FOR RESULTANT INSIDE KERN (Mmax) 0.98 KIP FT IS TOTAL SOIL REACTION LEFT OF WALL? NO MOMENT W/ SOIL RESULTANT OUTSIDE KERN(Mmax 0.57 KIP FT NOT APPL ULTIMATE MOMENT (Mu) 1.67 KIP FT REINFORCING STEEL RATIO (p) 0.000431 < pmin USE: REINFORCING STEEL RATIO (p') = p * 1.33 0.000575 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.059 IN"2 VERTICAL WALL DOWELS #4 @ 18" o.c.-As = 0.133 IN^2 BENDING IN I"LL:. MAXIMUM MOMENT IN WALL (Mw) 0.646 KIP FT RESISTING MOMENT IN WALL (Mrw) 0.365 KIP FT NET MOMENT IN WALL (Mnetw) 0.281 KIP FT ULTIMATE MOMENT IN WALL (Muw) 0.48 KIP FT DEPTH OF REINFORCING IN WALL (dw) 3 IN REINFORCING STEEL RATIO (p) 0.000997 < pmin USE: REINFORCING STEEL RATIO (p') = p * 1.33 0.001329 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.096 IN^2 USE: VERT. WALL REINF. #4 @ 18" o.c. As = 0.133 IN^2 REINFORCING IN WALL: MINIMUM VERTICAL As (Asv) .0012 * Ag = 0.0864 IN^2 USE: #4 @ 18" o.c. As =.133 IN A2 MINIMUM HORIZONTAL As (Ash) .0020 * Ag = 0.144 IN^2 USE: #4 @ 16" o.c.. As = .1503 IN^2 RETAINING WALL: 6" THICK CONCRETE WALL (fc=2500PS1) W/ #4 @ 18" O.C. VERTICAL REINF. & #4 @ 16" o.c.. HORIZONTAL REINF. 12" THICK FOOTING x 2'- 6" WIDE (2 - #4 CONT) 6" FROM FTG HEEL TO RETAINING FACE OF WALL LONGFELLOW LUMBER CO. ER,c ,z ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: '30B =_ Ami CS :5 7? _Cl S5 INc. . I Job No: S Address: 369- ?,D- Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle %J Sacramento, CA 95828-2522 (916) 387-0116 �- APPROVhD INSPECTION AP#: g!'� Timber Products InspechAn, Inc ARTMEN , P.O. Box 20455 Portland, OR 97220 PPROV9 (503) 254-0204 L,ONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 ���III III III III III Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S, DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on "trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Dake certain truss sequence and end -for -end orientation are correct. i ,j 3os "ra�,55 I j0lr .GAPLE Ell) DETAIL SIRGIGOACK WAIL 10 LEDGER 12' D.C. (BRACED AT 55' D.C.) ,-, A35 LEDGER (11AIL 113W 10 VERTICAL Y/2 -10d HAILS) GAOL IK) SPACING FOR H3 = 56.0' D.C. REFER, TD SIIPSCII CATALOG C -94H -I FCR PRUYYICT AIIACIGIENT SPECIFICA11011 (ATTACII A35 Ill FI OIRECIICH (SI) (H) 2Xq F.L. OR H.F. 12 CR / BIR SIP.ONGOACK BRACE ' \SI )\\ \ 11 IPI ) PEAK PLATE TD MAIM COHMI TRUSSES. (SI 1 SPLICE PLATE 10 HAICII C09011 TRUSSES. (HI ) HEEL PLATE 10 HAIGI CIMC111 TRUSSES. (0) UPI IQI 10 WEB FLAT UG: USE ( 31-2' WIRE STAPLES (0.072 DIA./15 GA.) 10ENAILED 111RU CIORO 11110 WEB 6 IIkU WEB THIO CHORD al DIE FACE fUR A IDEAL OF 6 STARES. IN I. ISI) L (HT) HI1ST BE PLATED. (G) GABLE EID CIESICN BASED Ol) 75HP11 WINO LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN hElall. RIIF HAIERIAL \ 7X15 [TUTLU(IKER GAELE END CEI E 45 2X LEDGER i I \CI74 . 101I S/II I 1P.USSE SIRONGBACK (M) 13P.ACED AT SS' O.C. tC) 1X4 CONIIIIXIUS LATERAL BRACING FOR BRACE l SIRMGBACK I 72'. ATTACII AT HI W/2-Bd CC0IYION NAI 24 llll )I NOTE: CIODS TD BE 2X4 FIR-LARCII 12 Hill. 11111E: 11115 DETAIL HAY BE USED FUR TRUSSES '/1TII PIICIIEO B.C. ALSO. PLATE HAX. WEB LENGIII Cl;loNNIMPORTANTW-119-11�oPAGCo"cWARNING'"ul'soo" 0 0 0 0 0 0 2X4• 0-1-0 3x4• 1 13-6-0 CU112 6 - IOd C"(111 BLACK IIAILS / —/-10d 10d BRACE HAILS EACII Ell) OUTLOOKER CRITERIA 3.5' HAX. IVP. NOTCH it / 24' D.C. 1.5' HAX. I HAX. LEIIGIN WIIIIGUT BRACING 111) Cl;loNNIMPORTANTW-119-11�oPAGCo"cWARNING'"ul'soo" 0 0 0 0 0 0 ►sa+in O C= O o DEVIATION IRON THIS OISICN OP HESE SPECIPICAIIDNS. 011 ANY 3RAc11b. sce mo -91 at 1P1. sEI tillA PE 16 L� O C= O [AILURC TO 9111[0 1119 1"S IN C01fOH0UC9 01111 OSIIS /T iPl- 'OR AD01110NAl. SPICIAL PEPMAIEHI SnAClli C=) C= 0 o ALVIIt C0*,SCIDnS APE WD1 Or 300A cALV. SIAL 14[11114 ASI" OUIPEME"I1. Us:PS 1)11lR4I5E IIOIQ 190, C=3 p O o A4A6 W 19XCIPT AS 14190. APPLY MOW OnS10 LAC" FACE 0/ C110PO 3194L 0E LAI[RALLY OR10E0 :1111 P o ALPINE G Iw13 A10 Ln4913 0114101{1 LDCAIIO oN Ml$ 095160• POSITION LT Al IA040 1LTM000 51EA1NIIO. OOIIDN Cl SI o [01O4cla+s PIR 011ANIIcs 110: IW 115CA-P. GIS GN SIAWAPOf WITH FAOP9PLr IIlAC140 RIi 10 CSILll4 -- t [� CONI4PN N/sPmlcsbLl rmvlll" of Mn 9 111.111 11411EIR's AL►IIE IECIIIICAL LVOAIE 1I/1/O11 (OR o TRUSS HAL ON 1015 ORAW114 APPLICS 10 114 CQW*49N1 DCPICI(0 IER9 DRINALL APILICAIION. IM11N1 A COPT or Ill o IN OKC AIQ I11ALL 141 It P(LICO L0011 IN ANI 011CR OAT. 1 09516" 10 lit IPUS3 cPEc11oN CONIRAclon. M L7 0 o O o ..-IPI - TRUSS P1 All 1115 1 1 1111E. Lai - tool MAIIONAL 0[31911 IVIC11ICA11011 Ton 00"ll C01H 111419 1 1 0 0 12' Hill 24' MAX 2X4 F.L. LLHBER GRADES HAX. LEIIGIN WIIIIGUT BRACING 111) HAX. LEII6111 Y/ SIRDIIGBACK BRACE ( S ) SIA)IOARO 5-11-0 II -10 0 15;0 PSF •� s, EIC OL 5.0 PSF r OC LL Al 7-9-0 15-6-0 11 6 BEIIEP. 7-9-0 15-6-0 TOT Ln. 50.0' PSF ESS/ TC LL 30.0 PSF cI TC OL 15;0 PSF •� s, EIC OL 5.0 PSF r OC LL PSF Ila. C43645 CIS, 63011 * TOT Ln. 50.0' PSF QUA. FAC. 1.15 CHI �OF61US��` SPACING a DATE 10/31/94- I nnif 90112 Joh: DEIAIL-02 AL 1E Uf1Ar111G NOTE: SEE 011011116 DMIJUTAI_ FOR 1-11110ED, PLATES. ANI) O111E0 DATA 1101 !3110111) IIEIIE. TRUSSES REBIIIRE EXTREME CARE III NAN[M.111G ERECTIO11 ANI] .811ACiI1R. REFEII 10 114 II1R-111, SLE TI115 JIESTGI! FUIl ADI111IOIIAI_ SPECIAL 1111111111011BR0E ACING 0111RE11L•1116* f1111I.ESS IITIIERNISE 1111111:ATI'D, fill' CIIOTI(1 SIIAIA. 111; I.ATERALLY I cllol1R0111111 P1111MLYwill YATjACIIFn CEII_ill;ll 611"71111m,QOTTOII ff (A) IX4 19 111:11 -FIR 011 11ETTCR C(1NTIIIUMIS LATEIIAI. IIIIACI116 TO OF l:11I)ALLY SPACED. AII*ACII 111111 IN fid MAILS. 111141'1116, IIA1liRIAL TO DE SUPPLIED AND AITACIIED AT 110111 EIIDU TO A 6111TAOI.E SUPPORT BY ERECTION C011111ACTOR. NAVY OF TIIE DELOII NEIIT IOIIED 11RACING TYPES I.IAY BE GHOST 1 fI1rE111r . PX4 '.T' RIIACE. 6AHE GRADE AS I1C0 NCIIBER. ATTACII Nlill Ifid IIAILS 0 V R.C, BRACING MATERIAL TO DE SUPPLIER BY [:RECTION CO11111ACToll. 1X4 'L' BRACE, SAIIE GRADE AS IIEO [[EMBER. ATTACII 111111 164 HAILS 0 6" O.C. DIIACII.IG I'IATERIAI. TO BE SUPPLIED BY EIIECTION C611111ACT011. 2X4 "1_' RDACG. SAIIE fiRARE AS WEB IIENOER. ATTACII 111111 Ifid NAILS 0 II. O.f. 1111ACIN0 11AIERIAL TO IIF. SUPPLIED BY EIIECTION C011lllAcTON. SCAB BRACE SANE SIZE, GRADE AIJO LEIIGTII AS NEO IIEIIOF:R, ATTACII 141T+1 11111 NAILS A 4` B.C. RRACIIIG IIA)EIIIAI, TO UE S111111LIE11 BY EIIECTIO)I. CONTRACT 011. ' P1�LIYP�At P1 U€. In 1 O O G1 O O O to 0 1� A o �ALPIII O Q o MUSS O SEE OnIG111AL OEUIGII FlOn MOM QEIIEIl510N9 (RE.n 1 filL.�l IL-vaf III111IPRl ITAIITI1N11►11[ t1611f1lt0 r%,OK13. lit:. 31+IL 1101 04 146F01,51411 fat 11v 11111 Ullllllol 1111$ 0111111 OA 11/:11 L'ttlfiClllllll. al 111/ /HILAE 11 vr110 1111 (Pais 111 Wl/anlu[I 41i110S111 /1 Irl. 11/1111 YAC Clll'i 116 WOE O1 1361 611,4. [NIL ,1111110,1111110$3111 1111 4. 1 (ItI/I 41 10110. Int I Ca14tItn3 10 1111 llc/ 1f /1101/ 4.11 11111( 0111M11(1 W 1111 UI 11113 011141 11311 1(11 W1■fc1o1111111111 uI/f 1)1. I" t IW Iy, 013101 Ilhnlr0l, [0161111 Hnh IL■bf n1A. 111No of IM t 10-1. !1110611([•'( 1111 at 1■11 041-4110 111 Its t0 101 ta3t'( Vll &IPI[ II0 1'IfE 1-1-1 Cut no ISM Iul 01 141110_ Wall III AN 1011H all. 1�—Ifl�ll�lit �1 iuf_I�Slllal(_ lin 1191.1. 111/11/1 013 YIAIII'IIWf',d IUM4.1r.. AM« uu`�; 4��X ,' rlcl'n. XL 1110-11 of IPI. 61L lilt$ 013109 `�C lar »3111miL trlclll ([44191111 aPACIM PE WI1f14013. 911/6$ 01111441tE 11014110. 10► 01414, 1101$ 1c 4A19/41111011111111111 rrtry4 ` Ilu.:�(111015 If AnultO rLwaO uunwc, 001101 u.,,r * : I,P 05011 ■Ilu nalu.l Alllu(0 PISIu lilt Ins-- 6111 14#114 Ilalllr.■L 0004 fillloll Int r/u1$ (11x1111 01L1allal. It"11t111 0r( of MID 01101 11 111E 101911 1o1Er1a11011104100. `•.f p1•C11i1 i�rtiiittulonim-Nm�inunil��lian, =1_—i I - ov T7 . I LEI -IaZC TC LL :10 , 0 PSF TC DL 1 7.0 PGF !lAl[_Qf/i!I1�113 Z1 11C DI. 5.0 PGF h!Iq r.11IUT �. Br u_ 00 PGF rut.1.D. 60.0 'GF Dun.FAC. TRUSS BRACING/BLOCKING DETAIL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN I DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONTIIJUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (H) HEIGHT OF TRUSS AT SUPPORT. I n TING ' SECTION S -S TRUSS (0) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY 1N PAIRS AT 16-0-0 (T) - TRUSSES D.C. ATTACH BRACE HAY BE TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS MOWN. (P) SHEATHING APPLIED TO TOP CHORD. LOCATED ON EITIIER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS IIEIGIiT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. 19 a APPROX. (BB) BLOCKING TO BOTTOM CII('RG OVER SUPPORT, 45' OF BOTTOM CHORD. H.F. 13 OR BETTER 2X SIZE PLT TYP. Wave TPI -95 Design Criteria: TPI -95 STD 18.2(3 O Q Q O Q 7-� YBDIIO R_�TUZ 0 O O OSTRUCTURAL ••YARNING•• IRUSS($ REQUIRE [I11[M[ CAR[ 11 FABRICATION. NANDIING. SHIPPING. INSTALLING AND BRACING. REFER 10 NII.11 (HANDLING INSIAIIING AND BRACING). PUBLISHED BY IPI (IRU$S PLATE ttsltlult. sea 0o1oF10 D1., SUITI 600• NAOISo:. YI 63)19). FOR SAFETY PAACIIC[S PRIOR 10 PIPE ORMIRG )NISI FUIC1TD1f, UNLESS GINE RY IS[ INDICATED. IOP CHORD SHALL HAVE PROPERLY ATTACHED PANELS. BOTTOM CHORD SHAH NAY( A PROPERLY ATTACHED RIGID CIILING. '-IMPORTANT-- FURNISH A COPY OF 1811 DESIGN 10 THE INSIALLAIION CONTRACTOR. MPLa[ ENGINEERED 110DYE1f. INC. SHALL t01 BI'N[S/01SIBLE FOR ART OIVIAIIOR FROM THIS DESIGN: ANY FAIL UA( 10 IN[ ItUff[S IN COAFOAMANCI YIIN (11: 01FABRICAIIRG•NANDIING• SNI/PING, INSIAIIAIION OR BAACING OF 1tUSf[S. NNIS DESIGN CONFORMSYIIN AP PI ICABII PROVISIONS OF NOS (NATIONAL DESIGN SPICIFICAIIGN PUBLISB[D BY IH[ AMERICAN FUA(SI ANOPAPER ASSOCIATION) AND 1P1. ALPINE0..� EACNEfACEfOF11NWSf[ ANO Utl[SfT01N[RYIS[H A113 3lOCAI(O ONT lAl E TNI S11. ED[SIGNA1CIIIf10f1110N CONNECTOR S11111). APPLY E11R0.f 10 DRAWINGS 130. 160 ANO 160 A•f. AN (NOIN[(A S SUL ON NNIS DRAWING A"111$ ONII IO INE OIS10N OF IN( IAUSS 0111(1[D H(11 ANO SNAIL 101 01 :[1110 UPON IN ANY OTN(R VAT. pQ� ly�,Fyc h C7 pC ��I *LL � sr CIV`\ � TTF OF TC C L L T C D L B C D L T0T.LD. D U R .FAC . SPACING SEE L - ABOVE REF R 4 2 7 DATE 1/12/94 DRW 3,048634 CA E N G C W C r�wm C-" 0 C• 3 C=; z (JAMtlOtl-HUH JAMES / JAMES - 1-1 SCISS) TOP CHORD 2x6 DF -L ¢2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. •********DO NOT TURN TRUSS END FOR END********** 0 _$-2 W5X6® W4X4o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID -SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC m 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4(A1) v W3X4(A1) s p10-1-1 0- 2 --0-0 13 o p�l� 13-1-12 15-9- 15-9- fcc 31-6-0 Over 3 Supports a 7 R -,, (' R-429 W-5.5' R-1693 W-3.5" R-725 W-5,5" PLT TYP. Wave TPI -95 Design Criteria: TPI(STD 18.2c4 CA - 1 - - - F Scale —.1875• Ft. AlP� FDg1DOQ'OL1 ('[O�C1N• �C' s6u�Ila(., 95828 ••WARNING" TIUSSES 9LOWIRE EXTREME CARE 11 FABRICATION. HANDLING, SHIP1116, INSTALLING AND NA ACIM6. ■Elft TO tl1N•01 (MANDI IMG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ?LATE [OD, MADISON, NI 101 11. FOR IAFETT "ACT ICES PRIOR TO IISTIROING IBS DFUNCTION OA UNLESS SIRUCTURAG THESE FUNCTIONS.INDICAT[O, TOP CHORD SHALL NATE P0.0PUlT ATTACHED ORLf$N LL HAVE fiRUC1UAAl IAI(lf, BRITON CHORD SNAIL RARE A PROPpIi ATTACHED RIGID CEILING. ..IMPORTANT-- fOtNIfM A COPT Of THIS OESI6M TO iM[ {1fTAllAT10� CONTRACTOR. ALPINE FMC1N[EAFD PRODUCTS, UC. SHAH MOT BE RF510N SIB IE FOR ART DEVIATION FROM THIS DESIGN; AMT FAILUAA TO BUILIIAACIt N6HOFITRUSSES. llsA IN CO THISNFO NDESIGNARCI ICONFORNS WITHABRICA11116. HANDLING. APPLICABLE PROVISIONSSof/NDS (NATIONAL INSTALLING01$161 SPECIFICATION ►UOLISSIO BY THE MINICAR FOAL" AND PAPA ASSOCIATION) AND III. ALPINE IONN(CTOAS ARE NAD[ OF TOGA ASTM AM 6940 GALT. STILL, EIC[PT AS NOTED. APPLE CONNECTORS TO [ACM FACE 0f TIUSS, AND UNLESS OTHERWISE LOCATED 00 IBIS DESIGN. POSITION CONNECTORS PER DRW116S 160 A•1. THE SEAL 01 THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE[RING CONI OVERTPONSII1F0ITAITLI ARTICULAN BUIl01N6 IS THE ELY FOR THE IRUSS TRESPONSIBILITI OF THE BUILDINGOESIGI 580111. THE TDESIGHERTY AND SEPER TYIf ANSI/TPI ) 1995 S[CTION t. E=�D C .9 •p fttA 815 * * TC LL 16.0 PSF 'REF R427--95911 TC DL 15.0 PSF DATE 06/09/98 BC DL 10. D PSF DRW CAU$R427 98160023 BC LL 0.0 PSF CA -ENG AEB/CWC T 0 T . L D . 41.0 PSF S E Q N - 53574 D U R ,FAC , 1.25 FROM ED SPACING 24.0' M C3-: M 0 M O z a N C70 07 O (JAMBOB-BOB JAMES / JAMES - T -IA SCISS W-FURR) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 OTMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 DF -L #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 - R-1424 N-5.5' WEBS 2x4 DF -L Standard CALCULATED HORIZONTAL DEFLECTION IS 0.10• PLT TYP. Al ine Wave TPT-95 Design Criteria: TPI STD 18.2c4 CA - 1 - - F Scale DUE TO LIVE LOAD AND 0,16` DUE TO DEAD LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. SEE DWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. LATERALLY BRACE BC ABOVE FILLER AT 72.00" OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO STRUCTURAL PANELS. MOTION CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILIIG. F PSF DATE 06/09/98 BRACE BC 0 72.00. OC. •`IMPORTANT•• f1UISM A COPT Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [181I[Il[D PRODUCTS., INC. SMALL ROT 0[ IISPORSIOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL -LOAD. Ito THE IIUfSEt 11 COIFORNAACE PITY TP11 ON FADMICATING. HANDLING. SHIPPING. INSTALLING AID GRACING Of 1ROSSES. TYIS 5 10 PSF BC LIVE LOAD PER UBC. W5X6- T \ N W2. 5X4 -o 144X6 (F3) t3 0- -2 &Ay= W2.5X4 W4X6 (F3) 19 . M 0 B 2 +8-0-0 13-5-8 1 18-0-8 41U 5y k- COU GO r CO\,J 15-9 0 �{F 15-9-0 C..+a NI f 31-6-0 Over 2 Supports ��,',^ R-1424 W-5.5• R-1424 N-5.5' P Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Al ine Wave TPT-95 Design Criteria: TPI STD 18.2c4 CA - 1 - - F Scale "WARNING** TRUSS[$ REQUIRE EXTREME CARE 11 FA0N1CAT10A. HANDLING, SHIPPING, INSTALLING AND •"I'll'. -.1875"/Ft.. I REI1I TO tlU•11 CHAID1116 INSTALLING AND SPACING). PUBLISHED 11 Yrt (TRUSS PLATE tNST11UTE, SOI O'OYOFNIO FEse,w TC LL 16.0 PSF REF R421--95912 DA.. SIITI IDD, NAOIf01, YI {71111, FO1 111111 IIACTICES PRIOR 10 FEI/(INNING THESE F1N.1.11S. UMl[SS OTN[RNtiE IYO,CA7ED. TOP CtlOXD SNAIL NAIL PROPERLY ATTACHED TC DL 15.0 STRUCTURAL PANELS. MOTION CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILIIG. F PSF DATE 06/09/98 •`IMPORTANT•• f1UISM A COPT Of TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [181I[Il[D PRODUCTS., INC. SMALL ROT 0[ IISPORSIOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .9e ,d BC DL 10,0 PSF DRW CAUSR427 98160024 Ito THE IIUfSEt 11 COIFORNAACE PITY TP11 ON FADMICATING. HANDLING. SHIPPING. INSTALLING AID GRACING Of 1ROSSES. TYIS 5 OEi1GA CON/ORMS WITH APPLICABLE PROVISIONS Of YDS (NATIONAL DESIGN SPECIFICATION PURL If1ED 07 TYE AMERICAN FOREST BC LL 0.0 PSF CA -ENG A E 8 / C W C AND PAPER ASSOCIATIDM) AND T/1. ALPINE COXNECIORS ARE MADE OF IDGA ASTM A111 11 0 1,11. SIEEI, EICEIE A3 NOTED. A►Plf CONNECTORS TO EACH {ACE OF IAUSS, AND UNLESS OfHINVIII LOCATED OI TNI$ TOT.LD. 41.0 PSF SEQN - 53666 AIPj[1C PTOdIJCta DESIGN. POSITION COYYICTORS PER ONAYINGs 100 A•I. THE SEAL 01 THIS DIAWINO IMOICAT[S ACCEPTANCE Of PROFESSIONAL EXGINEIMI16 I[SIONS IN7l1TT SOLELY FOI THE TRUSS COMPOREYT 0E31GY SOOYI. THE SUIIABiIITi AND USE Of IM D U R 1.25 FROM ED S✓W772 t. CA 9X822 IS COM►01E1T (oI All PAITICUTAI BUILDING IS THE H[SPOISIIILITV OF THE BUIl01IG DE516YE1, PER .FAC . ANSI/T1I 1.1113 SECTION !. SPACING 24.04 * * * * It • trA N oL: 0 N o z (JAMBOB-BOB JAMES - NT -2 COMN R-110"STUB TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L'#1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X4a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF•RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. ,•1V Q (A) (A) 0 a w 0 � 1p4 C -C3 W4X4(A2) _— W1.5X4 UI W5X8� W1.5X4 R W4X4(A1) Em z z w z 15-9-0 I 15-7-6 Q 31-4-6 Over 2 Supports 'R-1429 W-5.5' R-1275 W-2-(++) 0 .. PLT TVD U. T0I-95 6 E C06,w y ve I 01 D7 C=) N ALPINE aO BOC-'-CO'O.CA9S828 Desi n Criteria: TPI STD � WARWING" TRUSSES REQUIRE EXTREME CARE IN FABRICATTON. AMDIINC. SHIPPING. INSTALLING AND BRACING. REFER 10 HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PRACTICES PRIOR TO INSTITUTE, HES DFUNDFAIOCTION DR.. SUIT[ EOR. MADISON, WE SS)19), FOR SAFETYHAVE PERFOAMIAO THESE FUNCTIONS. OR $H LL RAVE A INDICATED. TOP CHORD SHALL MAYS PIOPERLY ATTACtlED STRUCTURAL PANELS. BOTTOM CHORD SMALL NAYS A PROPERLY ATTACHED RIGID CEIl1AG., 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS.. INC. SMALL NOT BE RESPONSIBLE FOR MY DEVIATIOR FROM THIS DESIGN; ANT FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS W17H APPLICABLE PROVISIONS Of MOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AMC TPT. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 6440 OALV. STEEL, EICIPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS17101 CONAECT0a PE0. DRAWINGS 160 A•I. THE SEAL ON THIS DRONING INDICATES ACCEPTANCE SU TABIESSIOAND ENGINEERING AESPOISNT 1. SOLENT FORICU THE TRUSS COMPONENT DESIGN SHOWN. THE BUILDING IDI AND USE OF THIS PARTICULAR BUILDING IS THE RESPONSIBILITY. OF' THE BUILDING DESIGNER, PER CARIMENT ►OA MY SECTION AASI)TPI 1.1995 SECT LOA 2. �/ NOV 2O � 9 B No. 6 t LSX, CM OF CA - 1 - - - F TC LL 16.0 PS F T C D L 15.0 P S F B C DL i 0.0 PSF BC LL 0.0 P S F TOT . L 0 . 41.0 P S F D UR . FAC . 1.25 SPACING 24. ON Scale —.1875°/Ft. REF R427--31208 DATE 11/20/98 DR W CAUSR427 98324001 CA -ENG AEB/GWH SEQN 90742 FROM ED (JAMUUU-UUU JAMtS - 196-3 ISL) Inu umu rRCrAKCu rnun L.unrumn lMrul (LUAIN a ulncnaNUnJ) ]UOnnlCL# DL lKU3j MR - TOP CHORD 2x6 OF -L #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard CALCULATED HORIZONTAL DEFLECTION IS 0.13` DUE TO LIVE LOAD AND 0.18' DUE TO DEAD LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3_. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC lb 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 1 W5X6 z W2.5X4 o W4X6 o W1.5X4 L_- 5 r- - — 2 W2.5X4 W3X8(A1) W7X6= W2.5X4 W4X6 s 5 W1.5X4 io 2 ` W2.5X4 W3XB (A1) ez z� .0-i JUi FTE: / �p 17-0-0 17-0' Le 34-0-0 Over 2 Supports jt R-1424 W-5.5" R-1424 W=5.5' APP n PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale —.1875"/Ft. - -WARNING •• TRUSSES REQUIRE EITREME CAR[ IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BAACIM6. REFEI TO MID•91 (HANDLING INSTALLING AMD BRACING). PUBLISMID BY TPI (TRUSS PLATE E' TC LL 16.0 PSF REF R427--20724 INSTITUTE. SBS D'OBOFRIO DR.. SUITE 200, HAOISOM. NI S3719). FOR SAFETY PRACTICES PRIOR TO ""ORMING TBE SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 PSF DATE 03/19/99 STRUCTURAL PANILS. BOTTOM CMORO SMALL HAVE A PROPERLY ATTACHED RIGID C[1LING. 'IMPORTANT..F'It NIS" A COPY 01 THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 99 ,e BC DL 7.0 PSF DRW CAUSR427 99078001 ALPINE BUILD TqE TRUSSES IN CONFORHARCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND DNA OF 7ROSSfi. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of ROS (NATIONAL DESIGN y�+L Ci�B4g r B C L L 0.0 PSF CA -ENG / GW H SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND.PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 SR40 GAIN. STEEL. EICEPT AS DOTED. APPLY CONNECTORS TO *� * TOT. LD. 38.0 PSF SEQN - 114407 A]PIm y,,,,;,,�,1 SBa*ncnIn6CA95MS I� EACH FACE Of TRUSS. AND UNLESS UTICA MIS( LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. - TRE SEAL ON TB1S DRAWING INDICATES ACCEPTANCE Of PROfESSIONAL ENOIDEIRING RESPONSIB III TT SOLELY FOR THE TRUSS COMPONENT DESIGN $BONN. THF SUITABILITY AND USE OF THIS- ICOM nPITI1. ANS[CTIOICULAR BUILDING 13 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER OF OUR. FAC. 1.25 FROM ED SPACING 24.UD JAMBOB-BOB JAMES - [SGE] NT -0 TOP CHORD 20 DF -L SS T3, T5 2x8 DF -L SS: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. %DLI IDEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. rn N 10 PSF BC LIVE LOAD PER UBC. 00 o NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED.TO SUPPORT z 24. OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 OR CD123 FOR GABLE REQUIREMENTS. ** THE MAXIMUM HORIZONTAL REACTION IS 3615# ** W2.5X4 W5X6 0 5 r— cn W2.5X4 A O rx p- 2 W2.5X4 a . A w w W5X8(A1) w z c.5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.17' DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 120.00" OC. TRUSS TRANSFERS 62.50 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER Of RECORD. W5X6 im "r.JA'r -f w 22,0+) z a 20-0-0 cz:17-0-0 I 40-0-0 Over 2 Support R-1775 W-5.5" Note: All Plates Are W1.5X4 Except As Shown. 47� PLT TYP. Al ine.Wave TPI -95 Design Criteria: TPI STO "WARNING. -7 REQUIRE EXTREME CARE IN FABRICATION, DANDLING. SHIPPING, INSTALLING AND 4>7 BRACING. RIFEN TO M10 -B1 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP[ (TRUSS PLATE [77 1NSTI TUTS, $93 D-ONOFRIU DR.. SUITE 200. MADISON, WI S3719), FOR SAFETY PRACTICES PRIOR TO O� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAN IL S. 0OTTOM CHORD SHALL MATE A PROPERLY ATTACHED RIGID CEILING. �---. •IMPORTANT– FUNNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N "PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO CV BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TROSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL 0E5I6A �. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPJ. ALPINE CONNECTORS ARE MAGE OF 20GA ASTM A653 GA40 GALS. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING I Alun I �- 1=aESPOM51BilITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �"COMPONENT f0A ANT PANTICULAR BBILDIHG IS THE RESPONSIBILITY OF THE BUILOLRG DESIGNER, PER ANSIfTPI 1.1995 SECTION 2. WL. SX4 S W8X8 20-0-0 -f, -A W4X6 (Al) -7-- 0 r � cown '�-]AA 14ilA Rm495 PLF W-6-5-8 � WON �P,��� B b4��� RH-+/-560 PLF OVER 6-5-h8.'�SH�(:AR,�ALI01�ha CA/ -./l/ -/-/-/F Scale —.1875" Ft TC LL 16.0 PSF REF R427--20728 TC DL 15.0 PSF DATE 03/22/99 99� BC DL 7.0. PSF 5 � BC LL 0.0 PSF TOT.LD. 38.0 PSF C DUR.FAC. 1.25 SPACING 24.0" DR W CAUSR427 99081802 CA -ENG AEB/CWC SEON - 13193 FROM ED (aAMBOB-BOB JAMES - NT -5 TS TOP CHORD 20 DF -L #2 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. rn N IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO cx:� BRACE TC @ 24.00` OC 8 BC @ 72.00' OC. 0 z W6X4 (R) 1% W5X6 e W2.5X4 0 5 r- (A) WHIG 2 W1.5X4 11 'W5X8(F1) � - LK4O THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.14' DUE TO LIVE LOAD AND 0.19' DUE TO DEAD LOAD. SEE OWGS A115E, A115/R AND 884,080 FOR FILLER DETAILS. LATERALLY BRACE BC ABOVE FILLER AT 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X6 = Al S W2.5X4 e W5X64 '—+ 5 142. 5X4 a W5X8 2 W2.5X4_ W1.5X4 81 W5X6 z W2. 5X4 W1.5X4 81 I ss -s -o )_ 20-0-0 1_ I 17-0-0 T- 40-0-0 Over 2 Support R-1652 W-5.5" o� PLT TYP. Wave TPI -95 R Design Criteria: TPI STD — WARN ING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, ,MAWL166, SNIPPING, INSTALLING AND CT BRACING. REFER TO 1116.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP1 (TRUSS PLATE CT I5571TOTE, 585 0'ONDF410 04.. SUITE 200. NAOISOI. WI S3719), FOR SAFETY PRACTICES ►RIGA TO [T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IRDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STROCTUfAL PANELS. BOTTOM CHORD SHALL HAVI A PROPERLY ATTACHED RIGID CEILING. ~ --IMPORTANT-- FURNISH A COPY OF THI5 DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGIIIERED N PRODVCTS, INC. SHAH NOT BE AESPORSIBLE FOR ANI DEVIATION F4 ON THIS DESIGN; ANT FAILURE TO N BUILD THE TRUSSES 111 CONFORMANCE WITH YFI; OR FABRICATING. HANDLING. SNIPPING. INSTALL196 AND A L P I N E B4 AIM IF TRUSSES. TRIS D[SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN a. SPECIEKATION PUOLISHEO BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 208A ASTM A6S3 6840 6AL1. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED Otl THIS DESIGN. POSITI011 COARECTOIS PEA' DRAWINGS 160 A•1. THE SEAL OH THIS CRANING INDICATES ACCEPTAICE OF PROFESSIONAL ENGINEERING AWmEnsd Ptodh CL9 II10 RESPO11SIBILTry SOLELY FOR TNI TRUSS COMPOIENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Sa UL 938211 CON? O11IAT FOR AMY PARTICULAR BUIL031 G 1S THE 0.E SPOASSB IL ITY OF TAE HULLOING of 1: PIA ANSIFTPI 1.1995 SECTION 1. 20-0-0 -6-8 18.2c4 CA/-/': E A - EsslpTC LL W. TC DL 99 BC DL 5 BC LL E1p 611 ! TOT.LD_ C DUR.FAC SPACING W4X6 (A2) 5;a 2�� R-1652 W-5.5''1 F -/-/-/F Scale —.1875"/Ft 16.0 PSF REF R427"20731 15.0 PSF -DATE 03/19/99 7.0 PSF DRW CAUSR427 99078002 0.0 PSF CA -ENG /GWH 38.0 PSF SEON - 114547 1.25 FROM ED 24.0" N a N cNY7 0 z (JAMBOB-BOB JAMES / JAMES - T-6 ATTIC 14'X8' TOP CHORD 2x8 DF -L #1 :T2. T3 2xB OF -L SS: BOT CHORD 2x8 DF -L SS :B3 2x4 OF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3:3. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) 1X4 STRESS RATED CONTINUOUS LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. 10 PSF BC LIVE LOAD PER UBC. W7X8- W3X6- W1.5X4 in W3X6 it W3X6� W3X4 e W6X6 B3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 24.00" OC. COLLAR -TIE TO BE BRACED WITH 1X4 STRESS RATED CONTINUOUS LATERAL BRACING AT 24" OC. OR PROPERLY ATTACHED RIGID CEILING. BC ATTIC ROOM LOADING: LL - 40.00 PSF; DL - 9.00 PSF. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. W3X6 m W6X6s T3 WU4 � V W3X4!` -0 5 .. W3X4. o A) (A Tx " 14-0- A W (: D W3X4 = z W6X6(A1) = W1.5X4 III HS514- W6X6W3X4- W1.5X4 m W6X6 o W6X6(A1) = HS514= 25-0-0 1_ 25-0-0 I 25-0-0 1-` 50-0-0 Over 3 Supports R-1962 W=5.5' R-1688 W-5.5" ci R-1962 W-5.5" c PLT TYP. High Stren th.Wave TPI -95 R Design Criteria: TPI S' C`r7 ••YARNING-• TRUSSES REQUIRE EXTREME CARE IR FABAICATIOM, NA0.DlIM6, SHIPPING, INSTALLItlG AND BNACIRG. REFER i0 NIB -91 (HANDLIMO INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE [b INSTITUTf, SB7 O'ONOFR10 OR., SUITE E00, MADISON, YT 57)19). FOR SAFETY PRACTICES PRIOR TO Q7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED O� STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ---. "IMPORTANT— NINC. SHALLINUTSH ABe RESPONSIBLE FORCOPY OF THIS GNAMY THE DEVIATIONLFROMNTHISCONTRACTOR. OESIGB; AARTMEFAILURE EWGIRC(RED N BUILD THE TRUSSES IN COYFONMANCE Yl itl TPI; 09 FABRICATING, HANDLING, SHIPPING. INSTALLING AND ---� BRACING OF TRUSSES. THIS OESl6tl CONFORMS WITH APPLICABLE PROVISIONS OF MDS (RATIONAL DESIGN SPECIFICATION PUBLISHED BY THE A14ERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE CONNECTORS ARE MADE Of TOGA ASTN A657 SA40 GALY. STIEI. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � DNA MI NOS 160 A-1. TOE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING fti- EnSixLCCTIx! PTOIILIC(B. IOC NESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Seasmm(p, CA 95628 COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1-1995 SECTION i. coum DePARTFIVEP Scale =.125"/Ft. REF R427--11474 DATE . 06/12/98 DRW CAUSR427 98163030 CA -ENG /GWH SEAN - 54373 FROM ED CA - 1 - - LpW W yR TC LL 16.0 PSF TC DL 14.0 PSF Jun 12 '9� BC DL 6.0 PSF 40. 8 05 BC LL 0.0 PSF * TOT.LD. 36.0 PSF DUR.FAC. 1.25 �I�Vl1L�P SPACING 24.0" coum DePARTFIVEP Scale =.125"/Ft. REF R427--11474 DATE . 06/12/98 DRW CAUSR427 98163030 CA -ENG /GWH SEAN - 54373 FROM ED -ovl] IPAmtzl - hbCJ I -VU URAb/Al IIL.) TOP CHORD 2x8 DF -L #1 BOT CHORD 2x8 DF -L #1 :B2 2x8 DF -L SS: :B3 2x4 DF -L #1: WEBS 2x4 DF -L Standard PLATES • DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR PROPERLY ATTACHED RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW, W7X8- r nncv rnun wnru�cn inru� (�unu� a v.nuvAun�/ v ��� - ** THE MAXIMUM HORIZONTAL REACTION IS 4566.74# ** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 24.00' OC. BC ATTIC ROOM FLOOR LOADING: LL - 40.00 PSF: DL - 10.00 PSF; FROM 18-00-00 TO 32-00-00.' .TRUSS TRANSFERS 84.50 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W4X4 W6X6 lo- B3 W4X4� W4X4 5 5 W6X6 8-0-0 W4X4 14-0-0 W5X6(A1) = W4X4 - W6X6 = w4x10 IU w4x10 UI W4X4- WH6- W5X6(A1) Es 2.0-0 2-0-0- JUTTE MUNI I 25-0-0 _I_ 25-0-0 _I o, s 50-0-0 Over Continuous Support—�L_.a`'raI"a R-112 PLF W-50-0-0 Rh -4567/-4567 H� LJ .; @�J 11k� Note: All Plates Are W1.5X4 Except As Shown- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - - F Scale -.125"/Ft. 'WARNING •• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BNACIRS. IEfER TO NIB -9l (HARDLING INSTALLIRG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE r(�p/ TC LL- 16.0 PSF REF R427--20732 INSTITUTE, SW O'ONOFRIO DI., SOITE 200, MADISON, WI 53718), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �p LVW/ WTCD L 14.0 P SF DATE 03/19/99 STRUCTURAL PANELS, BOTTOM C6020 SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDR CONTRACTOR. ALPINE ENGINE EAED 99 rip BC, DL 6.0 PSF DRW CAUSR427 99078003 PRODUCTS, INC. SHALL ROT B( RE SPDNSIOL E FOR ANT DEVIATION FROM THIS DES16N: ANT FAILURE TO B.I. To TRUSSES IN CONFORMANCE Y1TH TPI: OR FABRICATING, MANGLING, SHIPPING, INSTALLING AND ALPINE BRACIRG OF TRUSSES. THIS DESIGN CONFORMS PITO APPLICABLE PROVISIORS OF RDS (NATIONAL DESIGN 4rj yp BC LL D,0 PSF CA -ENG /GWH SPECIFICATION PUBLISHED 8V THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM 4653 GR40 QALY. STEEL, EICE►T AS NOTED. APPLY CONNECTORS TO * TOT. LD. 36.0 PSF SE ON - 114537 EACH FACE OF TRUSS, AND ONLESS OTHERNISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PER D UR .FAC . 1.25 FROM E D DRAM NGS 160 A•Z. THE SEAL OR THE S DRAWING INDICATES ACCEPTANCE OF PROFESSIDIAL ENGINEERING eI„ �� � Alp RFSPONf IBI(ITY SOLELY FOR THE TRUSS COMPONENT DES168 SHOWN. THE SUITABILITY AND USE OF THIS SPACING n 16.0 .�Q�m� .( ��8 COMPONENT FDA ANY PARTICULAR BUILDING IS THE RESPDXSIBIL17Y OF THE BOILDING DESIGNER. PER ARSIFTPI 1-1995 SECTION 2. c-: (JAMBOB-BOB JAMES - [SGE1 T-7 DTC/AT11L LJ-rl.TI) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x8 DF -L #1 :B2 2x8 OF -L SS: :B3 2x4 DF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. NOTE: THIS TRUSS IS DESIGNED ONLY FOR THE CONDITIONS AS SHOWN. IF THESE CONDITIONS CHANGE OR IF THIS TRUSS IS DAMAGED OR INCORRECTLY FABRICATED IT MAY NOT BE REPAIRABLE - REPLACEMENT HAY BE REQUIRED. AruruCTAueC1ID1ATTTCII OV TD11CC MFR 3 Complete Trusses Required NAILING SCHEDULE: (O.131x3.0_g_nalls) TOP CHORD: I ROW @ 9" O.C. BOT CHORD: 1 ROW @ 12' O.C. WEBS : 1 ROW ® 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L124O.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 72.00" OC. (0) THIS AREA OF TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 & CD123 COLLAR -TIE TO BE BRACED WITH 1X4 STRESS RATED CONTINUOUS FOR GABLE REQUIREMENTS. TOP CHORD NOT TO BE NOTCHED OR CUT. LATERAL BRACING AT 24' OC. OR PROPERLY ATTACHED RIGID CEILING. 3706-0BC ATTIC ROOM LOADING: LL - 40.00 PSF: DL — 8.00 PSF. W6X6= HS2512 HS2512E3 5 r W3X6 III W3X6111 5 B3 W2.5X4,r-- W1.5X4 10 W2.5X4 3 W5X6� W5X64 W2.5X4 8-7-4 B-�-D W2.5X4 s 14-0-0 W5X6(A1) - 0-6-8 B20 -6L8 &-e-0-0 W5X6(A1) = W1.5X41M HS514= HS514 4I2 5X4— W1.5X410 W2.5X4=— W6X6 8 W6X6 i 25-2-12 J E _ I 25-0-0 I 25-0-0 J JUgTE COUNTY i Re 50-0-0 Over 3 Supports =-1 • 1"WIL M.) DEPARTP R-3865 W-5.5' R-2909 W-5.5' R-2921 W-3.11" Ap l� . CA - 1 - - F Scale —.125"/Ft. PLT TYP. High Stren th.Wave TPI -95 Design Criteria: 18.2c4 WARNING",TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING), PUBLISBED BY TPI (TRUSS PLATE fE�SlOr TC LL 16.0 PSF REF R427--45676 BRACING. BE ER TO MID -91 (HANDLING INSTALLING AND INSTITUTE, S83 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR 10 _ TC DL 14.0 PSF DATE 08/05/98 PERFORNING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY ATTACHED 9700CTURAE PANELS, BUTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4E' '98 BC DL 6.0 PSF DRW CAUSR427 98217021 PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES1GA; ANY FAILURE TO � - BUILD THE TRUSSES IM COIioRMANCE WITH TF1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND "MIS � BC LL 0.0 PSF CA -ENG AE B / CW C 1IACIN9 07 TRUSSES. in is DESIBH CORFU "S WITH APPLICABLE PROVISIONS 0► NDS (NATIONAL DESIGN ECIFICATONCollECTORSIAREPU"AD[SOFDBf AHUICAN AND TPI. Or I 1k TOT L D 36.0 PSF S EQN - 65838 VPft_ PIOd_b 1� A'Y• 93�g 8NCTftaJV, CA APPLYALPINE ASTM A653 GR40REST IOGATHE GAM STEEL`REXCEPTIASI011 NOTED.0 CORRECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COMMECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IE310NSI LINTY SOLELY ►OB THE TRUSS CON10111T DESIGN SNONO. TBE SUITABILITY ARD USE OF iHli COHPOIENT FOB AMY PAS ICUTAR B91lDINo IS iN[ tESPOBSL011.,1 0i THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SEC110N 1. �. u /y M WL . . DUR .FAC . 1.2 5 FROM E D SPACING 16.0" (JAMBOB-BUB JAMES / JAMES - T -B TOP CHORD 2x6 DF -L $2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3-.3. 10 PSF BC LIVE LOAD PER UBC. 0-8-2 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 24,00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. W5X4a // W3X4(B1) != V(SA4= W3X4(B1) = 0-8-2 +8-0-0 �2-o-oal L--2-o-oa.l E L, 12-6-0 I 12-6-0 I 6� Y .25-0-0 Over 2 Supports RI, ILD-IN!G R-1157 W-5.5" R-1157 W-5.5' APPS PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale —.25"/Ft. • •-NARNING"• TRUSSES REQUIRE EITREME CARE IM FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC LL 16,0 PSF BIACING. REFER TO UIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE sal DFUNOFAI0CTION DR., SUITE !s E�J� Y REF 8427--95919 NI 55119), FOR SAFETY PRACTICES PRIOR TO 100, SE INDICATED. PERFORMING THESE FUNCTIONS. UNLESS INDICATED, TOP CHORD SHALL MAYS PROPERLY ATTACHED TC DL 15.0 PSF DATE 06/09/98 - SIRiCTURAL STIUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. LL HAVE A ' Ci� '.IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8 �� BC DL 10.0 PSF DRW CAUSR427 98160029 PRODUCTS, IRC. SHALL NOT BE RESPONSIBLE FO0. ANY OEVIATIOA FROM THIS DESIGN: ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE NI TM TPI: 00. FABRICATING, HANDLING. SHIPPING, INSTALLING AND BIACI06 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 5 r 9 BC LL 0.0 PSF CA -ENG AE B /CWC SPICIF LCAT ION PUBLISHED BY THE AMERICAB FOREST AND PAPER ASSOCIATION) AMD TPI. ALPINE CORRECTORS ARE MADE OF TOGA ASTM A655 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 41.0 PSF SEON - 53463 Alpine FA®neclDd Products, IIIC BBRgiric , CA 95825 EACH FACE OF TRUSS, AND UNL155 OTHERY ISE LotATEO ON THIS DESIGN, POSITION COBMECTDAS PER DIANINGS 160 A -z. THE SEAL ON THIS GRAN ING INOICAIES ACCEPTANCE OF PROFESSIONAL EN6INEERIMG IES►ON SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHON1. THE SUITABILITY AND USE OF THIS COMPONENT FOR SOLELY BUILOIMG 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1992 SL CT On 1. C D U R .FAC . 1.25 FROM E D N, SPACING 24.0 (JAM000-UUU JAMtb - LbGtl 1-e sn ss/Ulc/Met L1-rLYII TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF=L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS CD122 OR C0123 FOR GABLE REQUIREMENTS, (K) 2x6 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X.4 ALPINE PLATES @ 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W5X4(R) IB W8X8 s Inti uwu rKerAMeu rKUn LunruicK Snrui (LUAL/ZI 6 ULncn41U114) 3U0F11I ILM 01 in- nrn. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC & BC 0 72.00` OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W3X4(A1) sa 12-0-01 r- 18-6- 2I U Oj 15-9-0 15-9- 31-6-0 Over 2 Supports R-156 PLF W-18-6-0 R-999 W-5.5" JUTTE NI i OLDING DEPA I �y � R Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD CA - 1 - - F Scale =.1875" Ft. YARNING •• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. I m TO HIB -91 (MASKING INSTALLING ARD BRACING). PUBLISHED BY TPI (TRUSS PLATE Egby TC LL 16.0 PSF REF R427--20721 INSTITUTE. 583 D'ONOFRIO DR.. SUITE IDD. NAD) SON. YI 5311*). FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. URLESS OTHERNISE INDICATE.. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C 0 L 15.0 PSF DATE 03/22/99 ' SI UCIURAL PANELS• BOTTOM CHORD SHALL NAYS A PAOPFAIT ATTACHED RI6I0 CEil IY6. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOp. ALPINE [N61NE[R[D PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO '99 ,p BC DL 7.0 PSF DRW CAU$R427 99081001 ALPINE BUILD THE 14IS111 IN IS YITM TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACTN6 0/ TRUSSES. Th IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN g BC LL 0.0 PSF CA -ENG AE B / CWC CONNECTORSON RAEPMADESHED BY OF 206ATHE ASIR 653AGR40 GALV. STEEL, EXCEPTT AND PAPER IASINOTED D 1APPLY CONNECTORS TO * TOT . L D . 38.0 PSF S E ON - 13189 PfQ}QC18 �` seQN�co ca a' EACH FACE Or TAU SS. AND 0RIESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRANINO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CEOMPOIEITILITY IOI ANYLELY FailPARTICULARETRUBUILDIl6 ISOPENT DESIGN SHOWN. THE SUITABILITY AND THE RESPONSIBILITY OF THE BUILDING DESIGNER. ER THISR X. 14 1-19RS SECTION E. D UR :FAC . 1.25 FROM E D SPACING 24.0 H V 'J A O n.. A C=3 a C-3 w z tti z w C-1 z n. ate. N L17 C-� bQ7C=- C73 cz� lP') C� (JAMOUB-tlUtl JAMtb - Lsutl I -1U UIL/wtI TOP CHORD 2x6 DF -L SS BOT CHORD 2x4 DF -L #I&Bet. WEBS 2x4 DF -L Standard :W1, W2, W6, W7 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 72.00. OC. NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT '24' OUTLOOKERS AND STUCCO (10 PSF)'ON ONE FACE. REFER DETAILS 00122 & CD123 FOR GABLE REQUIREMENTS. (K) 2x6 DF -L SS FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W6X6 a Inu unu rntrnNEu rnun uunrumn Ynru1 (Lunuz 0 umcnJAu"J/ a-41— o, 1-4 n "'ALOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF,SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0,12" DUE TO LIVE LOAD AND 0.14' DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (A) SCAB BRACE, SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS 0 4' OC. 10 PSF BC LIVE LOAD PER UBC. SEE ONG GA898117 FOR ADDITIONAL REQUIREMENTS. W5X12 W2 W5x12, 5X12a Nl (A) (A) W6 W7 W5X1�- wsxl�Z= ws i2 0-0- o-0-4 e -o -o W3X4a W6X8a W3X4e3 N 12-0-01 1_ 15-9-0 1_ 15-9-0 _I 31-6-0 Over 2 Supports R-2835 W-5.5" R-2804 W-3.5' ...... ..'1. 7 / ju " D L U AM- D Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: 18.2e6 Scale —.1875"/Ft. ••MARNING•• TRUSSES REQUIRE EETRENE CARE IN FABRICATION. NANOIJlO, SHIPPING, INSTALLING AND � T C LL 16.0 PSF REF R427--45674 BRACING. REFER TO BRACING). (HANDLING INSTALLING AND BRAC6), PURLISHIO BY TPI (TRUSS PLATE LIST ITOTE, IBS D'O1OF0.10 DR., SUITE 200. MADISON. Yl 53719), F00. SAFETY PRACTICES PR100. TO W. T C DL 1 5.0 PSF DATE 08/05/98 P[1/D0.MIR6 THESE FUNCTIONS. UNLESS OTYERYISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMAII HAVE A PROPERLY ATTACHED 41010 t[11IM6. "IMPORTANT— FDA YISit A COPY Of THIS OLSIBp TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9 � BC DL 10.0 PSF DRW CAUSR427 98217018 PRODUCTS. INC. SMAII NOT B! RESPON SIBLE f00. ANY DEVIATION FROM THIS OESIGY; ANY fAIlU0.L 10 BUILD THE 7IU33tS 1/ CONFORMANCE PITY TP1; OR /AB0.1CAT1Y6, HANDLING. SHIPPING. IbSTAII[Y6 AND —AKNNN- IPE F. CAT ItACIN' Of TR 03S(S. TN If DESIGN CONFORMS WITH APPLICABLE PROVISIONS DI NOS (NATIONAog a 11 ASSOCIL DESIGN r � B C L L 0.0 PSF CA -ENG AE B /CWC COMMICTOISIAR[PMAOES0IO2D6ATASTM ASSIE Atli EI[0.E[[EPTI ASIIOTED.APPLY O TPI.ALPINE TO * � W= * TOT . L D , 41.0 PSF SE Q N - 22279 EACH FACE Of TIOSf, AND UNLESS OTHERWISE LOCATED 04 THIS OESI6N, POSITION CORRECTORS PEP CRAVINGS 160 4.1. THE SEAL ON THIS OIAY1g6 INDICATES ACCEPTANCE Of PROfESSIOYAL ENGIYEERIN6 C DUR.FAC. 1.25 FROM ED A)pIIIC Engineered p['OdUW,IDC. 1[SP1YS IB1l1TT RULE' I f0A THE TRUSS COMPONENT D[S16Y SMOYI. THE SUITABILITY AND USE 0► THIS SNCiB7liR9W, Cf►9SSi8 Co.S I/TP IT1J 9931S[C TIONClIAR BU11D116 IS THE RESPONSIBILITY OF THE BUILDING -0Ef16tl[R. PER SPACING 24.00 JAMBOB-BOB JAMES - T-11 GIRD TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 :B2 2x8 DF -L #1: WEBS 2x4 DF -L Standard c -A PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I� ADDITIONAL LOADS CJ (------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 640 PLF at 8.00 to 640 PLF at 12.00 N RECOMMENDED CONNECTION FOR 31-6-0 TRUSSES FRAMING TO THE BOTTOM C=) CHORD @ 24" O.C.FROM 8-0-0 to 12-0-0; SIMPSON THA29 CONNECTION BASED ON PUBLISHED CAPACITIES. SEE SIMPSON CATALOG C-98. W4X4 z I H , U A O Or A w C-1 W3X4 (Al) a W6X4Xz3 III W3X14 (R) M W6X4wa z w w � z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. a� L_ 17-0-0 I 12-10-6 I fE 29-10-6 Over 2 Supports R-250 PLF W-8-0.0 R-166 PLF W-17-10-6 o Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI(S1 ~ "WARMING`- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIP1I36, INSTALLING AND I BRACING. REFER TO HID -91 (NANDLIWG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE OO INSTITUTE. $03 0 '080fR10 OR.. 301TE 100, MAOIS08. NI S3I10). ,OR SAFETY PRACTICES PRIOR TO C77PERFORMING THESE FUNCTIONS. UAIESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED C7) STRUCTURAL PANELS. BOTTOM CHORD $BALL HAVE A PROPERLY ATTACHED RIGID CEILING. `--' ""IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. SEC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C=;BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SBIPPINB. INSTALLING ARD A L PINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECT/ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TF1. ALPINE .7 CONNECTORS AAE MADE OF 20GA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO C=)EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER p.�,,1,,�. DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING AIPIl10 •�w. IESPONSIB MITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IBIS SBUOIDCDi0. CA 9SB4$ COMPONENT FOA ANT PAR T ICULAN BUILDIRO IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1.1996 SECTION 2. CNI W MPART E . VE, Scale —.1875"/Ft. REF R427--31210 DATE 11/20/98 DR W CAUSR427 98324014 CA -ENG AEB/GWH SEON - 90858 FROM ED kA/ I -�-�-/r ptA W. TC LL 16.0 PSF TC DL 15.0 PSF Nov 20 '98 BC DL 7.0 PSF No. 05 BC LL 0.0 PSF TOT.LD. 38.0 PSF CM►- P DUR.FAC. 1.25 CAL3[ SPACING 24.0" Scale —.1875"/Ft. REF R427--31210 DATE 11/20/98 DR W CAUSR427 98324014 CA -ENG AEB/GWH SEON - 90858 FROM ED 12 -� 4 or greater �s �o Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. to 32' 4/12 15 20 15 ar 32' - 48' 4/12 15' 1 10 1 7 ar 48'- 60' 4/12 15' 1 6 1 4 ar 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All . lapped .I L,y L,5 i i c�5 AWARNING: Failure to follow these recommendations could result in v severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. Frame 4 Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 �— trusses. 10° or Greater Attachment i Required _/ Over 32'-48' 1 4/12 1 6' 1 10 1 7 Over 48'-60' 1 4/12 1 5' 1 6 1 4 Over 60' 1 See a registered professional engineer � 45°F4ti i s. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. �— 10° or Greater L Attachment Required 12 5 K& op, p, 0g@�( Top chords that are laterally braced can buckle togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed the underside of the top hord when ?g o`,esS / =45° �ry are attached to the topsidecof the top chords Frame 3 lAWARNING: Do not attach cables, chains, or I hooks to the web members. so° so° or less or less f 1 Tag Approsmly Approximately Tag Line '/z trusth 1/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to 1/3 truss length Less than or equal to 60' Approximately 1/2 to Y3 truss length Less than or equal to 60' Toe In 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line 0 Toe In Tag Line Tag Line Strongback/ SpreaderBar At or above mid -height Tag Line Approximately_ /3 to 3/4 truss length Greater than 60' Typical horizontal tie member with multiple stakes (HT) Frame 2 Pruss of braced oup of trusses (EB) CAUTION: Temporary bracing shown in this summary, sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 Pruss of braced oup of trusses (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential fo stability and must be duplicatc both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. o Top chorda that are laterally braced can buckle togetherand cause collapse If there Is no diago• nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topalde of the top chord. D Ses�//%ice.. _ All lateral braces lapped at least two End diagonals are essential for stability and must be duplicate- _ on both ends of the truss system. Frame 5 450 30° or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. a .Up to 24' 1 3/12 1 8' 17 12 12" Over 24' - 42' 3/12 1 7' 10 6 48" Over 42' - 54' 1 3/12 1 6' 6 4 5' Over 54' 1 See a registered professional engineer 6' DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir 8' SPF - Spruce -Pine -Fir 'o. 9' 00� ,tai 2y ,�Q Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB I I I Truss De th . 2q or/es8 X45° a 12 -� 3 or 9• greater d• e � D All lateral braces lapped at least 2 trusses. Continuous Top Cl Lateral Brace Required T I 10' or Greater Attachment Required a A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 12" . 1/4" 1 ' 24" 12" 2' 36" 3/4" 3' 48" 1.1 4' 60" 1-1/4" 5' 72" 1-1 2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' I T ±y4' Length L(in) Lesser of 1.1200 or 2" BOW L(in) L(in) p I D(in) I Lesser of I ±�/`� U200 or 2" I Lesser of D/50 or 2" Maximum Plumb Misplacement Line L(In) U200 L(ft) 50" J1 4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) U200 200" V__ 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. ® construction loads of any description be placed on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibility of the installer(builder, building contractor, licensed contractor. erector or erection contractor) to property receive, unload, store. handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing S Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS.STORAGE, CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be 1A supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless JA begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses which are lying flat JA bands. Do not use damaged trusses. ' is extremely dangerous and should be strictly Frame 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... James Residence Date........ 06/10/98 P t A ******* �eA ress........ 3026 Indi J_oc an Springs p Paradise, California *v4.50* 14? —too Documentation Author... Donna Wallace ******* Bui n Permi Wallace Energy Consulting 399 East 9th Avenue P an ecc DatU Chico, CA 95926 916-893-4982 Fie C ec Da e Climate Zone.... ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -JAMES Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run -James Residence GENERAL INFORMATION Conditioned Floor Area..... 2381 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.5 % of floor area Average Glazing U -value.... 0.6. Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Typical, Garage Door n/a R-0 R-n/a R-0 0.330 Living Room, Garage Roof Wood R-11 R-19 R-30 0.031 Typical, LR/K/D/Study Master Bedroom Floor Wood R-13 R-0 R-13 0.046 Typical FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (E) 64.0 0.600 2 Drapes.Std None Yes Vinyl Door Left (S) 40.0 0.550 2 Drapes.Std None None Vinyl Window Left (S) 48.0 0.600 2 Drapes.Std None Yes Vinyl Door Left (S) 40.0 0.550 2 Drapes.Std None Yes Vinyl Door Back (W) 20.0 0.770 2 Drapes.Std None Yes Metal Window Back (W) 15.8 0.600 2 Drapes.Std None Yes Vinyl Window Back (W) 7.0 0.570 2 Drapes.Std None Yes None Door Right (N) 66.6 0.550 2 Drapes.Std None Yes Vinyl Window Right (N) 7.0 0.570 2 Drapes.Std None Yes None Window Right (N) 15.8 0.600 2 Drapes.Std None Yes Vinyl Door Right (N) 20.0 0.770 2 Drapes.Std None Yes Glz<50% BUTTE T CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... James Residence Date........ 06/10/98 MICROPAS4 v4.50 File -JAMES Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run -James Residence Equipment Type Furnace ACSplit HVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.780 AFUE Attic R-4.2 Setback 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Stands ds •53 50 SPECIAL FEATURES/REMARKS Square footage = 31.5 x 38.5 - 13 x 11.5 + 36 x 30 + 23.5 x 10 + 6.5 x 0.46 = 2381 sf 1. A External Insulation R -value 12 IRJTTIF MT-Y �lILW.,r;,, Cm r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... James Residence Date........ 06/10/98 MICROPAS4 v4.50 File -JAMES Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User -Wallace Energy Consulting Run -James Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Bob & Gay James Company. Address. Paradise, California Phone... (530) 872-0959 License. Signed.. —Y ""q ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date)8 DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Wallace Energy Consulting Address. 399 East 9th Avenue Chico, CA 95926 Phone... 916-893-4982 Signed.. 6/m/i6 a e APPROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterick (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-30 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal R-19 framed walls (does not apply to exterior mass walls). R-13 150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. N/A 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products have label with certified U -value and By Owner infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control N/A c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Owner 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(i): Setback thermostat on all applicable heating and/or cooling systems. By Owner 150(j): Pipe and Tank Insulation 1. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. By Owner 3. All buried or exposed piping insulated in recirculating sections of hot water systems. 4. Cooling system piping below 55 degrees Fahrenheit insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans • 1. Ducts constructed, installed and sealed to comply with UMC Sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. By Owner 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: N/A a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and 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 By Owner cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 4�,�Ld I I w. %O" r 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water � f closets; and recessed ceiling fixtures IC (insulation cover) approved. RE�J,_M'w` �By.� Owner ' er MAT - Residential Compliance FormA.Marc, 1996 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... James Residence Date........ 06/10/98 P t Add******* rojec ress........ 3026 Indian Springs Paradise, California *v4.50* Documentation Author... Donna Wallace ******* Building Permit Wallace Energy Consulting 399 East 9th Avenue Plan Check Date Chico, CA 95926 916-893-4982 Field C ec Da e Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -JAMES Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run -James Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.12 14.30 -0.18 Space Cooling.......... 12.83 10.40 2.43 Water Heating.......... 10.73 10.73 0.00 Total 37.68 35.43 2.25 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type.......... Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage.'........ Average Glazing U -value.... Average Ceiling Height..... 2381 sf Single Family New Front Facing 1 1 FullYear Detached 90 deg (E) Raised Floor 1 20821 cf 2381 sf 2381 sf 0 sf 14.5 % of floor area 0.6 Btu/hr-sf-F 8.,7 ft ITT. f G-01104TV COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... James Residence Date........ 06/10/98 MICROPAS4 v4.50 File -JAMES Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run -James Residence BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2381 20821 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 271 0.065 17.8 90 90 Yes W.19.2X6.16 Typical 2 Door 20 0.330 0 90 90 Yes None Living Room 3 Wall 102 0.065 17.8 90 90 No W.19.2X6.16 Garage 4 Door 20 0.330 0 90 90 No None Garage 5 Wall 439 0.065 17.8 180 90 Yes W.19.2X6.16 6 Wall 426 0.065 17..8 270 90 Yes W.19.2X6.16 7 Wall 431 0.065 17.8 0 90 Yes W.19.2X6.16 8 Roof 1014 0.031 30 n/a 0 Yes R.30.2X4.24 Typical 9 Roof 540 0.031 30 180 9 Yes R.30.2X4.24 LR/K/D/Study 10 Roof 540 0.031 30 0 9 Yes R.30.2X4.24 LR/K/D/Study it Roof 244 0.031 30 90 9 Yes R.30.2X4.24 Master Bedroom 12 Roof 43 0.031 30 270 9 Yes R.30.2X4.24 Master Bedroom 13 Floor 2381 0.046 13 n/a 0 No FC.13.2X6.16 Typical FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window •24.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 2 Window •20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 3 Window •20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 4 Door •40.0 2 Vinyl Slider 0.550 180 90 0.88 0.78 Drapes.Std 5 Window .24.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 6 Door 940.0 2 Vinyl Slider 0.550 180 90 0.88 0.78 Drapes.Std 7 Window 024.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 8 Door 120.0 2 Metal Hinged 0.770 270 90 0.88 0.78 Drapes.Std 9 Window a3.8 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 10 Window •7.0 2 None Fixed 0.570 270 90 0.88 0.78 Drapes.Std 11 Window .12.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 12 Door .33.3 2 Vinyl Slider 0.550 0 90 0.88 0.78 Drapes.Std 13 Window .7.0 2 None Fixed 0.570 0 90 0.88 0.78 Drapes.Std 14 Door e33.3 2 Vinyl Slider 0.550 0 90 0.88 0.78 Drapes.Std 15 Window s12.0 2 Vinyl Slider 0.600 0 90 0. 88 0.-_7,8, Std 16 Window .3.8 2 Vinyl Slider 0.600 0 FDrapRes= 90 0.8A 7� Dr-apes.Std 17 Door •20.0 2 Glz<50% Hinged 0.770 0 90 0.88 0.78 Drapes.S:td- � UIL EZZYs' 1 -& ., COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... James Residence Date........ 06/10/98 MICROPAS4 v4.50 File -JAMES Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User -Wallace Energy Consulting Run -James Residence OVERHANGS AND SIDE FINS 6.5 x 0.46 = 2381 sf WTTE0=41'y Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 24.0 4.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 4.0 5.0 13.5 1.3 6.8 42.2 n/a n/a n/a n/a n/a n/a 3 Window 20.0 5.0 n/a 13.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 24.0 4.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 40.0 6.7 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 24.0 4.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 20.0 6.7 3.0 15.0 0.5 35.7 10.3 n/a n/a n/a n/a n/a n/a 9 Window 3.8 2.5 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 7.0 2.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 3.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 33.3 6.7 5.0 8.5 1.3 85.5 6.0 n/a n/a n/a n/a n/a n/a 13 Window 7.0 2.0 n/a 8.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 33.3 6.7 n/a 8.5 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 3.0 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 3.8 2.5 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 20.0 2.5 n/a 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.780 AFUE Attic R-4.2 0.830 ACSplit 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEC Standar s . 5-j 50 SPECIAL FEATURES/REMARKS Square footage = 31.5 x 38.5 - 13 x 11.5 + 36 x 30 + 23.5 x 10 + 6.5 x 0.46 = 2381 sf WTTE0=41'y HVAC SIZING Page 1 HVAC Project Title.......... James Residence Date........ 06/10/98 Pro'ect Address 3026 a In d'iS ******* ........ n prangs Paradise, California *v4.50* Documentation Author... Donna Wallace ******* Building Permit Wallace Energy Consulting 399 East 9th Avenue Plan Check Da e Chico, CA 95926 916-893-4982 Field Check/ Da e Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -JAMES Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User -Wallace Energy Consulting Run -James Residence GENERAL INFORMATION FloorArea ................. Volume.. .. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange...... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2381 sf 20821 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) 90 deg (E) Cooling (Btuh) Opaque Conduction and Solar...... 12183 5218 Glazing Conduction ............... 8223 4317 Glazing Solar.................... n/a 5321 Infiltration ..................... 11843 3573 Internal Gain .................... n/a 2100 Ducts ............................ 3225 2053 Sensible Load .................... 35474 22582 Latent Load ...................... n/a 4516 Minimum Total Load 35474 27099 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. f ✓ �r� 1 4 _ 77Z - CJ LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH -'PERMIT CLEARANCE Bu//d/ng Permit No. .OWNERS2,4� / . A.P. NAME: a _/,o/ -1 &U NUMB PWN�MjARST - ADDRESS/ LOCATION: it COUNTY ZONING r r ►r DESIGNATION: / ft� 57 FLOOD ZONE: TT FLOOD MAP: Z !S7:. I3 APPROVED: CONDMONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL V PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES ; NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:. YES NO n ,, COMMENTS/CONDITIONS: MAP INFORMATION: ^-f V / d20&7P, A/0. U.. / el676 19 DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. _ 1.. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a - ft. leachfield. setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet.the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 1 1. Pay T.D.D. IThermalito Drainage District) fee in the amount of S _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Pey neat to be made to 00 Plem*W Div*slan. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26..- A10 6.. A1a 1N3Y4dU!]A3Ci ;1N- 31! nG a-�LN,66' 8661 b 0 8VW ®3A1333b LO 5/97 Clw I%O�.a ftDOFV w CLA n LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Buiikng Permit OWNERS 2,4 NAME: L!%/ C�/�%f'I�J NUMBER:_ PFUN� I PIRiT -- ADDRESS/ LOCATION: %C COUNTY ZONING DESIGNATION: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: PARCEL CREATION BY DE DS O DEED INFORMATION: DATE OF CREATION: QED R LEGAL ACCESS PROVIDED: YES NO UG COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: 1 COMMENTS/CONDITIONS: ^�.G�S• �` — L V a3 FLOO MAP: 12 Ey LVE OBLEMS OR TO APPROVAL: A /31_A4 ` (,-/73o?,4,: CVdP61? 55. /U,4t !SS REQUIRED: YES NO NO w i ry/ A0 AM 3 0 x — � 76'? 12S E&L.6 MAP INFORMATION: ` DATE OF RECORDING LOT B 0 PAGE COMPLIANCE WITH OLD SUBDIVI I N ORDINAN REQ [RED ( P RE OR ED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES I YES, M K APP OPR T EM(S) B LOW: A. Construct ro to B. Meet par el size requir d by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL COD ITION WHICH A PLY TO.M ALL FEES TO BEPA/D T THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1.. Maintaiq a 50 ft. b (ding se back om ce to ine of roa . _ 2. Maint In a ft building back fro righ of -way/ c nterline of _ 3. Com ly ith Zoning code f r bu ding set ack fr road. _ 4. Mai ain 100 ft. I ac Ield setb c r m all existi g well . _ 5. Mai tain a leachfield s t ack r _ 6. Pay ater tender ees in a amou t of to Batt lion Number of the Butte County Fire Department. 7. Meet t e Fire afe Re ula ions of utte County and P.R.C. 4290. _ 8. Connect a public ate ply. 9. Conne to a public sewer s stem. _ 10. Au matic fire suppression s rinkler ystems shall be installed in all residential structures in accordance with the National F' a Protection Association Standard or the installation of sprinkler systems in one and two family dwellings and mobile omes, NFPA Standard 130, unless pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. rhe _ 1 1. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of.Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Pbynxw to be nmWe to die PArrA*V DAdskm 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. —26. AIO 311(18 8661 b 0 dVW ®3Ai3a3?1 LD 5197 C7w IV0r .COLDOKWACIA O. 0077 ELEVATION CERTIFICATE Expires esMay3 , 1993 Exp.lresMay31, iS93 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM I\TTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to xovide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMB). ftructions for completing this form can bei found on the following pages. e SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER �.. COMPANY NAIC NUMBER 721cIf f� A2 t20A� OTHER DESCRIPTION (Lot and Block Numbers, etc. 011-2e)o -(Z3 (�P �o \J CITY STATE ZIP CODE C (-f r C a 9 Z SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 'rovide the following from the proper FIRM (See Instructions): t. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE6. BASE FLOOD ELEVATION . (In/A�O Zones, use depth) D O (� ( �' d'e 9 Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): NGVD '29 Other (describe on back) 9. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, h dicate the community's BFE: I+i 40.k2 feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION .1. i.:'!.:ing the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best dosrribes the subject building's reference level_ . FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram_is at an elevation of L_ IL . '�' feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIR AZon'es V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference legal from the selected diagram, is at an elevation of �_1 1 1 1 .0 feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W .IQ feet above ❑ or below f;71 (check one) the highest grade adjacent to the building... (d). FIRM Zone AO. The floor used as the reference level from the -selected diagram is W .0 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown indicate the elevation datum system used in determining the above reference level elevations NGVD'29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used ori the FIRM (see Section B, Item 7J, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) Elevation reference mark used appears on FIRM: ❑ Yes [KNo (See Instructions on Page 4) The reference level elevation is based on: ❑ actual construction construction drawings (NOTE: Use of cons!ruction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevaticn Certificate wiA be required once co! struction is complete.) &. The elevation of the lowest grade immedia,ely adjacent to the building is: I 1 431.Lq feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION If the community official responsible for verifying bui'ding elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: SLI. U feet NGVD (or other FIRM datum—see Section B, Item 7). Date of the start of construction or : ulostantial improvement FEMA Form 81-31, MAY 90 REPLACES ALL PRENIGUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with.BFE) is required. ^_.ommunity officials who are authorized'by local law or ordinance to provide floodplain management'information, may also sign the certification. In ;he case of Zones AO and A (without a FEMA or community issued BFE), a building official; a property owner, or an owner's representative may also sign the certification. Reterence level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/.non-breakaway wall, reclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then. list the Feature(s) not - included in the certification under Comments below. The diagfam number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my bdSi,gfforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code;' Section.1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) TITLE COMPANY NAME Duk) e(zha_ I (on pA L LC_n tFZ (fCD J S J (-1 r 1Lj G' ADDRESS CITY STATE ZIP r. SIGNATOR C O 2.. / o PHONE 3 —D 6 `— Copies sh uld be made of this Certificate for: 1) community official, 2) Insurance agenVcompany, and 3) building owner. COMMENTS: 1 BJ C� l�c� �C ff �'7�2� (2- A e u 3 S4,4 'z 9 NG -VL �� QROFESS/p�,9 . No. RCE ON WITH ON PILES, SLAB BASEMENT . PIERS, OR COLUMNS A V A A v ZONES "CONES ZONES REFEZONES ZONES RENCE LEVEL REFERk REFERENCE BASE LEVI I �'JFI � 'M . FLOOD n_:j.•: t: �;FLOOD BASE .:;.';::: REFERENCE FLOOD ADJACENT `r�: ELEVATION ELEVAT;ON REFERENCE .ADJACENT .. GRADE }j LEVEL axil LEVEL GRADE' �jri`•„r ,f,r GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 r • BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) esentative Date Building Department RmPi, fFtopr Plans reviewed by School District Personnel) District Identification No. School District Building Department No. "—School District certifies that A.P. Number Jurisdiction: City County Property Owner (Applicant) Property Location/Address (Phone Number) A v Subdivision/,14" Lot No. (State) Residential Development 17-7-1 i Sq. Footage No of Living Mobile Home Addition by payment of $ (Group R) Units Installation representing square feet. Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) esentative Date Building Department RmPi, fFtopr Plans reviewed by School District Personnel) District Identification No. "—School District certifies that (Applicant) (Street Address) (Phone Number) v (City) (State) (Zip Code) has complied with the requirements of Resolution No.X by payment of $ representing square feet. B 2926 $ IFULL MITIGATION $ School District Representative Date % Paid by Check # Remarks: i, I'll ii Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEGA), 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.xis (2/97)dmm r :e 1 999—��052� JL AND WHEN RECORDED .NWL TO: Recorded I REC FEE 13.00 Official Records I BUTTE COUNTY BUILDING DIN1SION County Of I 7 COUNTY CENTER DRIVE BUTTE i OROVILLE CA 95%5 CANDACE J. GRUBBS I Recorder i ROSEMARY DICKSON I Assistant I Myles 09:59AM 04=Feb=1999 I Page 1. of 3 i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT /3 Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of 10 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 fromdthe 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 purposcs and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal„Necessary farm operations. All that real property situate in the Count}, of Butte, State of California, described as follows: r PROPERTY OWNERSL—,--VAQ rt l?c� & o r �O�yh T�� State of California County of Butte On 6/16/98 before me, Robert L. Korte personally appeared Robert G. James and Gay Gtegory James personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) orlsafi�o-on(s) acted, executed the instrument. iiDg WITNESS my hand and official seal. N COMM. 11178517 NOTARY PUR"AL ORM A N COUNTY OF BUTTE Rte^ C� ^ Comm. Expires April 4, 2002 Signature -� Seal: A.P.-In I 1 NOTE TO RECORDER: DO NOT REr_Y)RD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT A A.A. - l Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in'the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday - Friday) Order No. 2-181701 SCHEDULE C THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL Z: THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M.. TOGETHER WITH THAT CERTAIN PARCEL DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 4 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 59 OF MAPS, AT PAGES 80 AND 81; THENCE SOUTH 870 31' 39" WEST, 32.14 FEET TO THE CENTERLINE OF BUTTE CREEK AS SHOWN ON SAID MAP AND AS DESCRIBED IN THE DEED ON FILE WITH THE COUNTY OF BUTTE, SERIAL NO. 95-30190; THENCE ALONG SAID CENTERLINE SOUTH 40 52' 27" WEST, 599.74 FEET; THENCE LEAVING SAID CREEK, NORTH 870 49' 54" EAST, 98.67 FEET TO THE COMMON SECTION LINE BETWEEN SECTION 17 AND'18, (SHOWN AS NORTH 10 31' 01" WEST ON THAT CERTAIN PARCEL MAP FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 59 OF MAPS, AT PAGES 80 AND 81; AND SHOWN AS SOUTH 00 48' 52" EAST ON THAT CERTAIN RECORD OF SURVEY FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 137 OF MAPS, AT PAGE 40); THENCE NORTH 10 29' 42" WEST, 595.42 FEET TO THE POINT OF BEGINNING. AP NO. 011-280-123 EXCEPTING THEREFROM THAT PORTION AS CONVEYED IN THAT CERTAIN "BOUNDARY LINE MODIFICATION GRANT DEED", RECORDED ON MAY 2, 1996, IN BUTTE COUNTY OFFICIAL RECORDS SERIAL NO. 96-16583 AND BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL3 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 59 OF MAPS, AT PAGES 80 AND 81, BEING THE CENTERLINE OF A 60.00 FOOT WIDE ROAD AS SHOWN ON SAID MAP; THENCE ALONG THE SOUTH LINE OF SAID PARCEL 3 NORTH 870 31' 39" EAST, 580.32 FEET; THENCE SOUTH 720 56' 43" WEST, 743.05 FEET TO A DIRT ROAD; THENCE NORTH 340 05' 57" EAST, 232.94 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION AS CONVEYED IN THAT CERTAIN "BOUNDARY LINE MODIFICATION GRANT DEED", RECORDED ON MAY 2, 1996, IN BUTTE COUNTY OFFICIAL RECORDS SERIAL NO. 96-16584 AND BEING DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 3 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORDING IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 59 OF MAPS, AT PAGES 80 AND 81, BEING THE CENTERLINE OF A 60.00 FOOT WIDE ROAD AS SHOWN ON SAID MAP; THENCE ALONG THE SOUTH LINE OF PARCEL 4 OF SAID MAP, SOUTH 870 31' 39" WEST, 423.96 FEET TO THE SOUTHWEST CORNER OF SAID PARCEL 4; THENCE SOUTH 870 31' 39" WEST, 32.14 FEET TO THE CENTERLINE OF BUTTE CREEK AND AS DESCRIBED IN THE DEED ON FILE WITH THE COUNTY OF BUTTE, SERIAL NO. 95-30190; THENCE ALONG THE CENTERLINE OF SAID CREEK, SOUTH 40 52' 27" WEST, 599.74 FEET; THENCE NORTH 870 49' 54" EAST, 98.67 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 870 49' 54" EAST, 237.07 FEET TO A DIRT ROAD; THENCE ALONG SAID DIRT ROAD NORTH 80 23' 45" EAST, 72.50 FEET; THENCE NORTH 00 46' 48" WEST, 58.12 FEET; THENCE LEAVING SAID ROAD NORTH 870 31' 39" EAST, 924.54 FEET; THENCE SOUTH 10 29' 46" EAST, 861.08 FEET; THENCE SOUTH 870 49' 54" WEST, 1,123.17 FEET TO SAID DIRT ROAD; THENCE ALONG SAID DIRT ROAD SOUTH 10 02' 05" EAST, 106.61 FEET; THENCE SOUTH 70 38' 29" EAST, 150.00 FEET; THENCE SOUTH 220 03' 34" WEST, 167.06 FEET TO THE COMMON SECTION LINE BETWEEN SECTION 17 AND 18, (SHOWN AS NORTH 10 31' 01" WEST ON THAT CERTAIN PARCEL MAP FILED FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 59 OF MAPS, AT PAGES 80 AND 81; AND SHOWN AS SOUTH 00 48' 52" EAST ON THAT CERTAIN RECORD OF SURVEY FILED• FOR RECORD IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 137 OF MAPS, AT PAGE 40); THENCE NORTH 10 29' 42" WEST, 1,135.07 FEET TO THE TRUE POINT OF BEGINNING. PARCEL ZZ: A NON-EXCLUSIVE EASEMENT FOR ROAD PURPOSES, BEING 60 FEET IN WIDTH LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINES, SAID LINE BEING IN SECTIONS 17 AND 18, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD, IN SAID SECTION 18, FROM WHICH POINT THE NORTHEAST CORNER, THEREOF BEARS NORTH 040 20' 45" EAST 1,818.50 FEET BY TRUE MERIDIAN; THENCE FROM SAID POINT OF BEGINNING NORTH 140 12' 30" EAST 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 760 53' 30" EAST 390.00 FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT ON THE EASTERLY SIDE OF BUTTE CREEK; THENCE NORTH 450 56' 00" EAST 154.00 FEET; THENCE NORTH 310 51' 00" EAST 157 FEET; THENCE SOUTH 770 38' 00" EAST 146.00 FEET; THENCE NORTH 780 40' 00" EAST 105.00 FEET; THENCE SOUTH 550 51' 00" EAST 120.00 FEET; THENCE SOUTH 370 49' 00" EAST 120.00 FEET; THENCE SOUTH 170 39' 00" EAST 172.04 FEET; THENCE SOUTH 380 29' 00" WEST 97.11 FEET; THENCE SOUTH 190 02' 26" WEST 526.26 FEET TO THE NORTHWEST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 12, 1976, IN BOOK 59 OF MAPS, AT PAGE(S) 80 AND 81. EXCEPTING THEREFROM ALL THAT PORTION DESCRIBED IN DEED RECORDED APRIL 29, 1976, IN BOOK 2066; PAGE 593, OFFICIAL RECORDS. ALSO EXCEPTING THEREFROM ALL THAT PORTION LYING WEST OF THE CENTERLINE OF BUTTE CREEK. PARCEL III: AN EASEMENT DESCRIBED AS FOLLOWS: A STRIP OF LAND IN SECTION 17, TOWNSHIP 22 NORTH , RANGE 3 EAST, M.D.B. & M., BEING 60.00 FEET IN WIDTH AND LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD IN SECTION 18, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M. FROM WHICH POINT THE NORTHEAST CORNER THEREOF BEARS NORTH 040 20' 45" EAST, 1,818.50 FEET BY TRUE MERIDIAN; THENCE NORTH 140 12' 30" EAST, 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 760 53' 30" EAST, 390.00 FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT ON THE EASTERLY SIDE OF BUTTE CREEK; THENCE SOUTH 110 22' 35" WEST, 212.00 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17; THENCE EASTERLY 620.00 FEET ALONG THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17 TO THE POINT OF BEGINNING; THENCE LEAVING THE TRUE POINT OF BEGINNING AND RUNNING SOUTH 190 14' 58" WEST, 500.00 FEET TO THE END OF SAID DESCRIBED LINE. PARCEL IV: AN EASEMENT DESCRIBED AS FOLLOWS: A STRIP OF LAND IN SECTIONS 17 AND 18, TOWNSHIP 22 NORTH , RANGE 3 EAST, M.D.B. & M., BEING 60 FEET IN WIDTH AND LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT IN THE CENTER OF THE EXISTING HUMBUG ROAD IN SAID SECTION 18 FROM WHICH POINT THE NORTHEAST CORNER THEREOF BEARS NORTH 040 20' 45" EAST, 1,818.50 FEET BY TRUE MERIDIAN; THENCE FROM SAID POINT OF BEGINNING NORTH 140 12' 30" EAST, 816.20 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT IN SAID SECTION 17; THENCE SOUTH 760 53' 30" EAST, 390.00 FEET ALONG AN EXISTING PRIVATE ROAD AND BRIDGE TO A POINT ON THE EASTERLY SIDE OF BUTTE CREEK; THENCE SOUTH 110 22' 35" WEST, 212.00 FEET ALONG AN EXISTING PRIVATE ROAD TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 17. EXCEPTING THEREFROM ALL THAT PORTION LYING EAST OF THE CENTERLINE OF BUTTE CREEK. PARCEL V: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES.PURPOSES 60.00 FEET IN WIDTH RUNNING FROM THE NORTHERLY LINE OF THE ABOVE DESCRIBED PARCEL I IN A NORTHERLY DIRECTION TO A POINT IN THAT CERTAIN ROAD EASEMENT DESCRIBED IN THAT EASEMENT AGREEMENT RECORDED JUNE 22, 1965, IN BOOK 1378, PAGE 327, OFFICIAL RECORDS.