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039-370-099
jiil 61, C u,#,eA .1I. qS r?�" � ��,� • s�, oy .#!. r, :'13{4#;� ", y �a�' $�'"{ fa' k{,p.iF?i k�i1 f ki�kk i..�ry .1;+ _ �.'tft `tiiiiii :<, it"'t.,�►pyy1'•7"i��� lip �3:l.,1 }+ �ir�i} { + � .�I ' C�•^-r it rE � `k�J;� �31t3.gy'iia�FC ,�,i��, i4 S. =b},':a.+r 'r L :i r @ r trj giItl�, � �.� ��� ik i#•' �" i`z _ s ��{ � y. it � f }�i. � iY� �.1",� . �I 'lei 12}s$ t f fir'�� akyr F x 4 HY'��}��t1�. � Y it �, tit � il' ! � •v a r�� , �, L� 4p1 4,,Ll l �t f.. `Pr .,,. �l ,.. L"Y. .t it^�i!','_�1 rt�S+k,tt-y?±} t. .'[R'? --t; ty1�:+,•:�t.,�ie�. :.r r'"Y'. a ., �f- 1 kv, 4 4 � M,,K,e ca(A,r IT �,tA eS4.0 , s dere s �� r�-e (V1 s 163 5? e 4- 54 1 S �.,J DF -74 ) L P�S s H vwvj TOO T004DS 'APY 9490 03TUD ZOb9 M OCS Xdd 6T:OT HOAR WtZ/ZO 1, 5? e 4- 54 1 S �.,J DF -74 ) L P�S s H vwvj TOO T004DS 'APY 9490 03TUD ZOb9 M OCS Xdd 6T:OT HOAR WtZ/ZO NOTES RESIDENTIAL u PERMIT NC' 039-3,70-099 .V/02-1088 ILINHARES, JOHN - - � � S � _ WALNUT TREE LN., CH.ICO NSF W/GARAGE I f \ ^-' - ;l OFFICE COPY Address 7.S'z ldg LJ v, Tas� Lei y' GAS Meter By Date s ELECTRIC p Meter By - u"`' Date $0, SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. 6PECIAL INSPECTION ITEMS: VERIFY USE PERMIT CONDITIONS SUB -STAND D HOUSING LETTER fold '77lYt.Q. per 4r" Approv ew�( OFFICE COPY Address , GAS Date ' Meter By ELECTRIC Date Meter BY f l JOB FINALED (Date) f Signature ��✓y 1 /= OK 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL (; Date U erfloor (Plans) OK except #'s Date Date Tj( rte, L, -fon - etb cks-Easements-Flood-Slope Date tg., Soils-Elec. Grnd.-/ 121" Fig. Depth 17. g.,,Garage; Soils-Steel-Elec. Grnd.-/�2./" Ftg. Depth 1 g., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 1 %J(rj 5. Stemwall , Main; Steel- Blockouts rapped 21. 6. Ste ails, Garage; Steel-Blockouts-Wrapped Ext. Steps -Door & Sidelight Protection -Landings �- nId Downs and Special Anchors +_ 7. Slab, Steel -Wrapped C8. ers-Fireplace Ftg.-Steel - .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 66. iV Water Pipe; Test -Anchors -Regulator -Service Test 2. Xqetric Underground 3. enums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts-Joists-Vents-Crippies ' Access & Ventilation 16. Insulation Date Date Tj( rte, Card B-1 ate Card B-1 Card B-1_jWVV Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Wate t Vent -Access -Combustion Air Baffle 1 ate" ipe; Test & Anchor -Nail Protection 1 %J(rj W .; Test Fittings & Anchor -Nail Protection ower Pan; Test, First Floor -Tub Access 21. T t -T b & Shower, Second Floor -Tub Access Ext. Steps -Door & Sidelight Protection -Landings 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 2 ixtur &"Transformer Clearance -Ins. Protection 24 -Ea eceptacles Spacing -Lights & Switches at Doors . Size B s' & o. of Conductors Stapled omewfnstalled Close to Edge of Studs & C.J. j t,Zqf-,jp:, Ground made up w/Mech Fasteners -Bond L3O a er Appliance Circuits in Kitchen & Conductor Size GFI 29. ubfeed Wire Size / 2 / ga. CuAI- .C. Wire Size /!?-/ ga,E r N 30. Range Circle / / g C r i -Oven Circ. / / ga Cu or At Insulated Neutral s O No 31. Service -Riser Conductors & Ground Main Disconnect jj,9q'pip°'Clearances Panels-Motors-Mech. Equip. 33-'Clothps,Closet Light -Shower Light -Spa Light 3 moke 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 a&_V9 an, Exhaust above insulation 3 o- nse Drain & Overflow, Size & Grade 3 ur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 -. ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card 13 Date Card B-1 Date RAMING (Permit) OK except #'s Si Proper Materials & Anchors 1 s Studs -Nailing Spacing & Braces -Plates -Sound 4 B n Walls over Girders & Floor Nailing 4 It Stop in Walls (rat proof) Fie Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing I i jingle & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4.7. n' . Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 4 place Ties or Type A Flue -Fireplace Throat Clearance 42.Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50Wi lows or Exiting Doors -Sill Ht. & Dimensions 5- rage Fire Protection Framing 52_ropg . y'Line Firewall & Openings 5 e rs-One 3' -Check Garage 3rd Story, 2 Exits 5 fair a;,Width- Headroom- Rise -Run- Landing- Fire Protection 55. Plywood`on Roof Overhang -Attic Vents'Rafter Outriggers 56. iding-Nailing Veneer 57. Stuc esh-Drip Screed -Fd. Vents-Underflr. Access 5 . laz'ng'Area-Glass Protection -Skylights -Plastic 5 ear Walls; Nailing -Bolts Wall Panels It 62r!Gfiltration-Walls-Windows Date 2 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck. Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes ] No/Walks 0 Yes 0 No/Planters 0 Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r ✓ = OK 0 = Not OK - = Not Applicable. MOBILE DOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s *1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance t MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses Date 9. Card B-1 Date Card B-1 Date 10. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Ext.; Steps -Doors -Landings 1. Zoning Requirements -Setbacks -Easements Braced Wall Panels 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances Card B-1 Date Card B-1 5. Drain; MH Test -Fall -Flex Connector FINAL (Plans) OK except #'s 6. Water; MH Test -Regulator -Connector Setbacks -Easements 7. Water and Sewer Connected -C/O to Grade -HD Approval Soils; Compaction -Structure Stability 8. Gas and Electricity Tagged Pool Structure; Steel -Connections -Thickness Dead Men -Lining 9. Tie Downs -Type -Installation Cert. Elec.; Receptacles and Lighting, Distance-GFI 10. Exits; Insp.-Sketch Elec.; Pool Lighting; 15 Volts-GFI 11. Cert. of Occupancy Elec.; Enclosures; Conduit Entries -Terminals -Listed 12. Permanent Foundation Only; License Decal Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .... . , , ... COUNTY OF BUTTE ..' ..... • :::::: 13UILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 09- low OWNER �7 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contacythis office immediately. i COUNTY OF BUTTE } BUILDING DIVISION l DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinatices exist at the above address and should be corrected. Please notice this office when correction of work Is completed. If you have any questions pertaining to this matter, or need additioflal explanation, please contact. this office immediately. 71 COUNTY OF BUTTE ! ' BUILDING DIVISION . . . . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 41 7 County Center Drive - Oroville, CA - (530) 538-7541l 4. SAL CORRECTION NOTICE OWNER 2 90311VTO] A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you a y questions pertaining to this matter, or need additional explanation, please contact,! ' immediately. ATI ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 4 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE K �NHMI� �� ia�y OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. _If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. orIP - �� s ,, �.,,•. .. �... „ .. -..,.. � _ � .c.w -.- -..._,,.ori-+'moi W f COUNTY OF BUTTE ., . 1 . - .- BUILDING DIVISION _ ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA • (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 y CORRECTION NOTICE r = /nl l�ivPES - (71 • 10 eel OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ` above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ` +y o Vi4E9 /1FS�o.-+ I/ 5r �c .ADO £SS Ya C/ov2. 2� RIC 6r/9A, �L is c.I�a,t/f•- t Oil D )rj sOfcrlv.i u, // lie d�•�e --- i` Date �/ Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES `- 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE -L'S PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 1 1- Inspector ), /REV 10/92 r "COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING. DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PT N0. (Rev.12/9 j APPLICATION AND PERMIT ASSESSOMPARC0. NUMAR 039-370-099 ZON1NO BUILDING PERMIT OWNER LINHARES, JOHN TELEPHONE 893-5827 SQ. FT. OCC. BUILDING VALUATION 1119 ' . OWNERS MAIUNG ADDRESS 5 CLEAVES Cr. I CHICO CA 95973 CONTRACTOR'S NAME owner TELEPHONE 875 U 199750X0 2341 R3 126,414.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $158 631.00 ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee $846.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $549.90 BUILDING ADDRESSEnergy '�• WALNUT TREE Plan Checking Fee $2100 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 1 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: AISF WLARAGE 0 RE) 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 $ ELECTRICAL PERMIT Fling Fee 20.00 'OR LESS Main Service A OR LESS 23.00 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.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. )� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions' Code for this reason Main Service 200A TO IOooA 46.00 NEW CONST. DW LING OCCUP. OR ADDNS. ( a ACC. S. S° 3.5¢FT; ►",DEN.RDE IDT. MULTI. OUTLET @7,50 OWER APPARATUS a sINGLE oun Er cIR. EX. Occup. OUTLET OR FIXTURES SAL @ I. Ex. Occup. 0 EED AE�sID.°eA 1 5.00 Temporary Service 23.00 2_3 00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 178.56 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 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 Cal' ornia, and agree that f I should become subject to the work ' compensation rovisions of section 3700 of the Labor Code, I shall forth th omply se provisions. X _ Date - I 0 Z Signature Applica "00wner ❑ Contractor ❑ Agent An OSHA ermit is required for excavations over 5'0" deep and demolition or construction of structu es over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 72.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46 occ CONST. TYPE R 3 T AL FEE HAZ D F I P O CDF PARC H E -- ` This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. D to s 037 t (DI,) ReceiptNo. 343892 $630.00//34W WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPE O GOLDENROD -APPLICANT L\ -L �+ E.H. USE ONLY �^ l of Plan Attached Flache Floor Plan Attache Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance o iZMN4WI&I 7 - Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public °� Private Well v Clearance for dwelling. Other Hold final for: Fina c earance O.K. for: �•, NOTE: Environmental Health Specialist -8/96 Date 1i r COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT 8ERVICE.S=BUILDING DIVISION 7 County Center Drive, Oroville, CA. 95965 Phone (530)538-7541 Fax(530)538-2140 ` PERMIT APPLICATION DATA SHEET OWNER: I `tT r ASSESSOR PARCEL'•NUMBER Proposed Building Use: Y " Counter Technician: Date: '' �• = Items required in order to appy for a permit. All boxes MUST be checked OR marked NA in order to apply.`, ; '.rt Z-plot plans, 1, or 4 sets, signed by the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. - B�. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. engineered truss details and layouts in duplicate. No faxes! C7 5. Energy compliance design and supporting documentation in duplicate. ! 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. , 47.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views ih triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. i t� Items "required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. 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 •• Remaining items needed to issue the permit. (May require additional plan -review upon receipt of the following items.) ����� PP04.' Fees as shown on the attached Schedule of Fees Due Sheet......... .... :4�F y...................-_�����-'-• 0'Statement of Intent for Non -heated and A/C Buildings .............................. � . + 6. Sanrt - ."L_; dtion and plot plan approval from the Environmental Health Department itr��i a 17. City of.Chico Plumbing permit........................................................... ........... �} ❑ 18. Californid Department of Forestry plan approval ❑ paid. Sent by: ................... ❑ 19. Planningapproval for (A) Use: Dk (B)Parking: (C) Parcel Check: qKContact Land Development about ❑ Improvements, ❑ Drainage ............................... _.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 02.1 Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... %❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. �25 5. wner-Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... b. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement: ................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... w ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: -;, When issued Telephone _ Jam. have been int Applicant: 1.Iridex,permit 2. Additional its and hold for pickup. i/, f the abov ems nd requirements for obtaining a building permit. Date: ration for the above items numbered: 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: Yellow: Building Division Plan Check Letter 0 -one, Ymail, ❑ counter, by Date: Q'phone, ❑ mail, ❑ counter by Date:.• _ Plans approved by: Date: _Structural approved by: Date- �i 2 DMZ ti COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 I — SCHEDULE OF FEES DUE OWNER �_ t ti "� 0'r (T PROPOSED BUILDING USE 1. BUILDING PERMIT FEES o Balance Due ....................... $ r Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ... --al SCHOOL DISTRICT FEE n: fivj (paid at District Office) (Available after Plan Check) I3. SHERIFF FEES (paid at Building Division) o� Residential.Q ...................... x $360.00 = $ 36 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. A.P.# DATE RECEIPT # Commercial (sq. (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES 2 1 .Sl— (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit app ation, I was advise the may be changed duri ttthq plan checkirod APPLICANT DATE REC. 2 A fees are required to be paid prior to issuance of the building permit. These fees DATE Pursuant to Govellent 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 06 -Aug -2002 2002-0040593 Has not been compared with - original BUTTE COUNTY RECORDER. AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �1\) t phi , 3 -7 0 , LA () -2 Date_ S"� �' X b , I PRP-TY#RS: 3-vk VN i V% h ak V -c° State of California County of ?) J j-. ) On Ai,4-,i 'M, -ZCO Z. before me, C-LkVkS !71 ( personally appeared n 4..d Ciii " e7.^z ,� ' . bX,11 . c; t7�, 4e ef known4-e-r (or proved to me on the basis of satisfactory evidenc� to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that heJshe/they executed the same in•"lrisAmWtheir authorized capacity(ies), and that by4gs4�their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Iic l� ©: �.��`�; Seal: MICHAEL D. COLLINS COMM. 01316917 NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY -► A.P. # Comm. Exp. AUG. 6, 2005 EXHIBIT "ONE" Parcel 1 as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California on December 28, 2000 in Book 151 of Maps at pages 3, 4 and 5. Togetherwith and Reserving therefrom a 10' Public Unility Easement as shown on said Map. Also Togetherwith and Reserving therefrom a 12' Storm Drain Easement as shown on said Map. �; r.r,,..^ti.Y.P•.i"a.i:�Yt�.0 y.; k.+w-...�-b�,Y�+ �:.�-.�•...f.Y,�,.......n..�::+n�-�"`-'rrr*—I�iu"1^"',�[•-�i'r�"'mMM1M'f� �.r^'f�."'yct�r�:..y�*.rriv+('ra.'r.Y+...�'"..a�ri� "t Yfr{"r!N' BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA '���RECREATION AND PARK DISTRICT Assessor Parcel Number(s) V 3 C 1"' 3 —/70 - 0 � C / P��ty er L / r ' �..Ih%�a re/� P o�� Location/Addrels �r 3 -70 Subdivision Lot Number(s) Residential D vnigzmei t :7(c��-ane ) New'Development _Alteration/Addition Mobilehome(s) Non -Residential to Residential Total NIber of Dwelling�g4j,6d 6 %6j Comment: �. V f a CA Building Department Rer sen`97jTive'-,/ �t� A41{ � ' 4 CJD to r 4 e.. i n/ "r F 1 'e, ( f Chico �.A e �Recrea �oniand P -ark Di t� 1116t(CAD) (CA -RD) derti•f�iesl that ,� (� C �•- �bk^ L/.%Not" 4 -- {..�� (Applicant Name) Phone Number) ( Street Address) 0 Left,P.PP (City) (State (Zip Code has complied with the requirements of Biitte Co. Resolution No. 90-140 by payment for dwelling units '@ $1', 189 for total 'payment of" $J/ A 1. 2. CARD Repree entatve c� ate PAID BY CHECK NO. r, t REMARKS: BANK NO. 3J 01Y PAIDbBY CASH( �'I RECEIPT NO. 4 �, 1 C V •� ^} ff h 4�. 09/04/02 #476` '7:CT-_ := M *::TOTAL '$11"819,00 Distribution:White--Appl*,icai�t,�j Yellow --Butte Co. Building Dept. 4.4 7 ` Pink --CARD Ali Goldenrod --City of Chico Building Dept. park.fee (form revised 11/90) Aja f, .��.+...•, K ..�., , „T*�+�Y'R�'+v`+ryri^+�".cF�yy„��`�� ,�" .�V�+'�"f'i•'��wl ^+r'.'i4,ct.'io BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) t, :--,,`School District �(( Q A.P. Number n3q' 37p rO. /' Jurisdiction: a City Building Department No. County- Property ounty Property Owner )Uyurj L.-t.rt.rLg,!!SM. Property Location/Address 1 Subdivision Lot No; f......................................................................... ..........................................: Residential Develop ent 4 Sq. FootageOT No of LivingMobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # }t !'(No foundation inspection); .................................................................................... . Commercial/Industrial is „ °° S, r }, ; ,, ` Sq. Footage e— New) ` Addition r� F (Including Exterior Roofed Areas) Building Department Representative,% Date (Floor Plans reviewed by School District Personnel) District Identification No. /5' Ilta ; School District certifies that ` z�—(Applicant) �— (Street Address) (City) has complied with the requirements;of Resolution No. representing square feet. (.' cz-- 4X.. School District Representative Paid by Check # i i Remarks: (Phone (State) S (Zip Code) by payment of $ AB 29264 $ , FULL MITIGATION $ a 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 660201a), 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. i 1 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. i White (applicant), Yellow (building department), Pink (school district) feeform:xis (10/98)dmm { 1E June 27, 2002 John Linhares 5 Cleaves Ct. Chico, CA 95973 Department of Develop�rnent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-370-099 Building Permit Number: 02-1088 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite,,th .re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Plot plan is to show driveway and North arrow. 2. The front of this house faces 90 degrees East. Energy calculations are incorrect for both orientation and the window sizes. Windows shown on the plans are not the windows in the energy calculations. Cooling is noted as modeled as existing plus addition -remove this note from the special features and provide two new sets of energy calculations. Total square footage of living space is 2341. Outside wall to outside wall dimensions are used in determining square footage. 3. Elevation views have incorrect orientations per your plot plan. Revise orientations to match plot plan or revise plot plan. 4. Windows noted as casement windows are not shown as casement windows on the elevation views and floor plan. Please change plans to indicate correct window. Bedroom windows will not meet requirements of emergency egress as currently depicted on the elevation view (upstairs). 5. Provide 14 square feet of window area at upstairs sitting area. . 6. Section views of house and garage are to show all construction details including energy requirements. That is the purpose of a section view. 7. Provide complete roof framing plan for the breezeway that connects the house and garage. It is not possible to identify distance between house and garage. Provide dimension. STRUCTURAL COMMENTS: 1. None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 064,� 14VIVII.+. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 June 27, 2002 John Linhares 5 Cleaves Ct. Chico, CA 95973 Department of Develo hent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-370-099 Building Permit Number: 02-1088 Thank you for submitting the plans for your building project. The plans have been'reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Plot plan is to show driveway and North arrow. 2. The front of this house faces 90 degrees East. Energy calculations are incorrect for both orientation and the window sizes. Windows shown on the plans are not the windows in the energy calculations. Cooling is noted as modeled as existing plus addition -remove this note from the special features and provide two new sets of energy calculations. Total square footage of living space is 2341. Outside wall to outside wall dimensions are used in determining square footage. 3. Elevation views have incorrect orientations per your plot plan. Revise orientations to match plot plan or revise plot plan. 4. Windows noted as casement windows are not shown as casement windows on the elevation views and floor plan. Please change plans to indicate correct window. Bedroom windows will not meet requirements of emergency egress as currently depicted on the elevation view (upstairs). 5. Provide 14 square feet of window area at upstairs sitting area. . 6. Section views of house and garage are to show all construction details including energy requirements. That is the purpose of a section view. 7. Provide complete roof framing plan for the breezeway that connects the house and garage. It is not possible to identify distance between house and garage. Provide dimension. STRUCTURAL COMMENTS: 1. None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. 06" 14wiz(_ Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 Owner: ['-. h lou) Plans Examiner: Martha Christy RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Building Permit Number: ©a /639 A. P. Number: Dom. �',�7b `" b ql g GENERAL: 1. Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. �� f ! Existing violations the property. vi Recorded notice of violation. uilding permit valuation.0 V1 Q (jt� 4 -L' -,03T PLAN: 1. Complete parcel size and dimensions. 51etla;�iO n5 �i� (g �jrl'1✓G� 2. Setbacks, side yard, easements, etc. ol, i -e'n 3. Other buildings or structures. N6;" r !� 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel.Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). t 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Y� I Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". XmddtAL When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than nGM'A 44 above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8 GFCI in badis, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be , used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). C1 l . Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 14. Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Water closet clearances (Uniform Plumbing Code 408.5). . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). / fi ",Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support 10, all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). (�Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. PVOV) a roo� Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). ypical header size(s). Stud heights. 13. High expansive soil — special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that die design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. SCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). �• Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster — weep screeds (Uniform Building Code section 2506.5). ,,Y Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). X! Foam insulation — protection. ;71P 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). }d. Attic access and ventilation (Uniform Building Code section 1505). yi' Sound requirements. (419 Energy design compliance and supporting documentation. •CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 00 ! Sfl 3. ❑ Fire Sprinklers required. n . 7 4. ❑ Special Inspection requirements. tN C G 5. F1 Use Permit conditions. 6. ❑ Sub -Standard Housing letter. fL Page 2 of 2 June 27, 2002 John Linhares 5 Cleaves Ct. Chico, CA 95973 i Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-370-099 Building Permit Number: 02-1088 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Plot plan is to show driveway and North arrow. The front of this house faces 90 degrees East. Energy calculations are incorrect for both orientation and the window sizes. Windows shown on the plans are not the windows in the energy calculations. Cooling is noted as modeled as existing plus addition -remove this note from the special features and provide two new sets of energy calculations. Total square footage of living space is 2341. Outside wall to outside wall dimensions are used in determining square footage. Elevation views have incorrect orientations per your plot plan. Revise orientations to match plot plan /0 or revise plot plan. Windows noted as casement windows are not shown as casement windows on the elevation views and floor plan. Please change plans to indicate correct window. Bedroom windows will not meet requirements of emergency egress as currently depicted on the elevation view (upstairs). /5' Provide 14 square feet of window area at upstairs sitting area. Section views of house and garage are to show all construction details including energy requirements. That is the purpose of a section view. Provide complete roof framing plan for the breezeway that connects the house and garage. It is not possible to identify distance between house and garage. Provide dimension. STRUCTURAL COMMENTS: 1. None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer 1 of 1 Im Plan Check Response 8-1s-02 Linhares APN# 039-370-099 PERMIT# 02-1088 1. Arch signed by owner 2. a. See revised energy calc's b. See revised A1.2 c. See revised sections A3.1 d. See added note on breezeway S2.2 i ' *,AN REVIEW RESPON ;ORM In order to. expedite the review of your plank pkase coaspkoo the following _a and rc= this form with your rc mbmitW. this fora is not complete, as to all correction itemk we will not be able to accept your rye-wbmittal for review. 'Dere must be a vi response to every item reque W in our plan eonection kW. "By otbe at' is not considered a valid response. Please indicate yc response to each item aad the location wbere the Wbmadon cube found oa the pludcalca. . ----� --• ---- —------- - - if `7-�D( —o-2- IESSORS PARCEL NUMBER 0-2 v2 --tog iK RESPONSE FOR PLAN CHECK LETTER DATED: 7 70 PLAN CHECK ITEM RESPONSE BY: ow LOCATION ON PLANS/CALCS: N6�- COMMENTS: COMMENTS:e e (/d$ �C S VtOy„ r PLAN CHECK REM RESPONSE 8Y: Illhil e -�k OCATION ON PLANS/CALCS: (c COMMENTS:e e (/d$ �C S VtOy„ r noeC r� �, i 2R, e )LAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CAL S: ds ke�� � 2-l A-2` e COMMENTS:V eU . C. e Ua S PLAN C REM RESPONSE BY: LOCATION ON/PL NS/CALCS: � � COMMENTS: e,,ee fp Vr3 PLA K ITEM'T� VRESPONSE BY: LOCATION ON P NWC/ALCS: I I 2� sr . VNO eA )e c (oma June 27, 2002 John Linhares 5 Cleaves Ct. Chico, CA 95973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-370-099 Building Permit Number: 02-1088 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 62.Plot plan is to show driveway and North arrow. The front of this house faces 90 degrees East. Energy calculations are incorrect for both orientation and the window sizes. Windows shown on the plans are not the windows in the energy calculations. Cooling is noted as modeled as existing plus addition -remove this note from the special features and provide two new sets of energy calculations. Total square footage of living space is 2341. Outside wall to outside wall dimensions are used in determining square footage. Elevation views have incorrect orientations per your plot plan. Revise orientations to match plot -plan or revise plot plan. 140. Windows noted as casement windows are not shown as casement windows on the elevation views and floor plan. Please change plans to indicate correct window. Bedroom windows will not meet requirements of emergency egress as currently depicted on the elevat n view (upstairs), 5. Provide 14 square feet of window area at upstairs sitting area. ��- J : e'141APM Vl{'iL(/4� Section views of house and garage are to show all construction details mcludmg energy requirements. That is the purpose of a section view. �Tl Provide complete roof framing plan for the breezeway that connects the house and garage. It is not possible to identify distance between house and garage. Provide dimension. STRUCTURAL COMMENTS: 1. None If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner V 6t� 14w_+ Philo Hunt, P.E. Plan Check Engineer 1 of 1 PROJECT PROCESSING RECORD ' Applicant: Uvr� Owner: L A.P. #: Permit Work Description: Date Description of Step or Status to,( -7 L -!' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER IT No. tRev.12196) APPLICATION AND PERMIT –ASSE3110RPMCQNUMrI(7R 0-3 _ � o ^ o :oNINO BUILDING PERMIT OWNER __ TELD"ON! ...__-_..�. Lb L�_� ,r es` S�Z7 SQ• �• OCC. BUILDING VALUATION Xtry-�NEAB . wND� t � ,..r C �► � S � � 3 �� co JCA / /�.� Teu®FpNe --•- ---- ..CONTRACTOR'S MAUNO ADORES$ •CONSTRVCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS ►HUNG ADDRESS BURDWO ADDRESS 0� LUi NO SUBOAMIONSNAME WA b Permit Fee b Plan Checkin Fee $ Energy Plan Checking Fee - $ S PARCEL MAP PERMIT FEE $ PLUMBING PERMIT USEOFSTRUCTURE SF V Duplex ❑ Mobilehome ❑ Other l SPECIFY TYPE OF WORK New`%Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑. iaescrr`iba Work: _ C �►L� ` t `�i� �1 1 "'PERAUT FEE PAIR SRA • . SHERIFF OTHER AMOVNT REC M"b " TO " RR Iwp 6pMINi" Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S G W PERMIT FEE $ ELECTRICAL PERMIT Main Service =ORLESS aooAOR L6aC Main Service 200A TO IOOOA NEW 00lgT. ( OwFiLRO OGCUP. ) OR ADDNS. 8 ACC eLDe NON E 0. _µULTI.OUTLET 1 -/lint Fee 20.00- 7. 0.00 7.00!�. 23.00 15.001 15.001 15.00-11 , 15.00 @20.00 ng Fee 20.00 23.00 ` . 46.001 3.5ts, ! Iac— Ex.— Ex. Occu . OUTLET OR FIXTURES ZC A so SAL . SO Ex. Occup. "DPS OR ,,,, RXED 5.00 Temporary Service 23.00 "L Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Healing Cnniinn 6.50 Ve PERMIT FEL ! �j Mobile Home InstallatioARee LEnergy Inspection Fee$occ ooNST.TMK TE _�. D.FEESCDF HD 6SUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By _ Receip PERMIT EXPIRES ON WHITE•D.D..O.S.•B.D. CANAgY-ASSESSOR PINK -INSPECTOR OOLDENROD•APPLICAN7 Date OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES O NO 0 2. I HAVER HAVE NOT 17 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 SIGNED: PROPERTYOWNER: SOCIAL SECURITY N i ER: DATE: �, – f , D Z — 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 INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. of record on such For your protection, you should be aware ed bt as "o oeercytodwne you are unless they are personally party performing their a permit. Building permits are not required to be sign Y property you may protect yourself from possible own work. If your work is being performed by someone other than yourself, y Y liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed tonded �rlensenumbe dtcState California license from the city or county. They are also required b y awput th apply. If you plan to do your own worts, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ding materials ♦ If you employ or otherwise engage any persons other than your immediate l ary. enas the licensed asucontractors or and other costs) is 5300 or more for the entire project, anpersons subcontractors. then you may be an employer. as an employer and ♦ If you are an employer, you must register with d and hhold'urgFedral sfederal social securityotaxese subject to several obligations including state anfederal ax w , disability insurance costs, and unemployment compensation contributions. workers compensation insurance ♦ ot carry out these obligations, and these risks are especially serious There may be financial risks for you if you do n with respect to worker's compensation insurance. ♦ For more specific information about your obligations underFederal information about your bligationst the Internal Revenue eunder if you wish, the U.S. Small Business Administration). For more State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. ed rm eir If the structure is intended for sale, property owners who a licensetdicensed contractor oractors are subcontractor,'oniy anal limtited work personally or through their own employees, without conditions.to be A frequent practice of unlicensed persons professin' h s or heroown laborcand material pesonally' Buiiaiinng permit, erroneously unplying that the property owner is p permits are not required to be signed by property ownersunless bthey are perfor ing the Contractors State Licensemin- their own work Boardin Your Information about licensed contractors may be obtainedY community or at 1020 N Street, Sacramento, CA. 95814. e side of this form so Please complete the "Owner Builder Verification" on the revers; are aware of these matters. The buildinga issued until the verification is reaturnedt we an confirm that you pemit will not b � rely, biic el C. Vi iia, C.B.O. ivI ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code - OVER Name SAGE MELVIN D & KAREN L REVOCABLE T Addr1 ISAGE MELUIN D & KAREN L TRUSTEES Addr2 I P 0 BOX 2998 Addr3 IATAS CAD ERO CA 93423.299$ Addr4 Comments IWAS 039-370-080 SPLIT BY PSI 151-3/5 Creating D oc#1 200OR P151-3 Date 12/28/2000 Current D oo# 200OR P151-3 Dake rl2/28/2000 Killing Doo# Date Asmt D eso LCT 1 PM 151-3/5 Zoning D well Acres 2.00 N /C 039 S uplCnt F— Asmt # 039-370-099-000 Fee # 039-370-099-000 Status ACTIVE Status Date 112/28/2000 Tax 000 INORMAL OWNERSHIP TRA 062-009 Situs Base D k 12/28/2000 Land S truoture Fixtures G rowing Total L&I Fix. RF ISH PP PP E xemak AgPres 0 E tal 0 N otes 0 B ends 0 multi Situs Flag1 Flagg Asmk PP Peri Tax PP Pen Appeal Pending Split Pending Land S truoture Fixtures G rowing Total L&I Fix. RF ISH PP PP E xemak 41,616 0 0 0 41,616 0 0 0 0 Net 1 41,616 R!C#j TlFi Dt1— R!C Skati f- I PHY I OWN I EXP I T I HON I ATT I SIT I ,SHR. I PCL I ]A Find f - n-7 10%r -n +'Y-7 ,.'14 ML J - L yk2ES , _ 1 1:01 1:111 STANLEYLi U rNs rte.:: 6'PVC E-3842 m O 8'PVC E-3842 WATFR PFESSUR. nEMC L 4• AV INDICATOR VALVL W/48E BASE 1 EX. FH 1 827955 II I SEE DETAIL"A" ?Q I I � - ��� I s 10' - 61 I PUE W PUE n I 1 I L INI-�ARE5 CD I � I I f > I JJ F I IL i SI W PARCEL 1 b PARCEL 2 1 � 5' I II I 1 71, I 1 _ _ _ _ _ — _ _ _ _ _ _ _ _ _ Environmental Health _ t FAA f MAY C 3 2002 Chico, Califomia PARCEL 3 • � PARCEL 4 r'•1 `fj R� k... t.1 H � I Date: 5— ) O Perm I REVIEW APPLICATION AP# 01_0 — 3 _� O ' d 9 1 o2-ta8&, APPLICANT INFORMATION Owners Name: b -tiH �) rL 6 S Parcel Size: �— TONJ- Owners Address: 4�i _ CA I G O GA Oj Telephone No.: Situs Address: L -N LIT 22,6 6 L� , Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval * Site Plan Stamped Approved , By Date Page 1 of 5 ALL ITEMS CHECKED APPLY T O T HE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attach d� • Flood Zone: l • Flood Panel No.: () r L", Index Date: 6-&-98 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/MuIberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------------------------------_--______________ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front c'j L Side Side Street C Rear X-3 30 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 E, j' Applicable Development Fees: Standard Fees Amount Formula ❑ Fire School* ❑ Paks/Recreation ❑ Roads a Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. %I Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:_ Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Yes - E] Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 11 Subdivision Map/Parcel Map: 1 I -r-, Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: )-S I Page: 3s— Date of Approval: 0 Comply with the following Conditions of Approval: U Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 D(JST CO�J�'27�L 1.,� f>S V fL� S co��EscY To PJ9LIL WA-rCyz S()PnP y o w o 3TO 0 dZ a✓ S PO1�S I � t � �� '2. rrr�� Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 XAA. r ec h Verticaffechnology Engineering PO Box 282, Chico, CA 95927 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations Client: Linhares Project: Linhares Residence Location: Walnut Tree Ln, Chico CA O_ Z -/o 8� AULDING DEPARTMENT PP80YED Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 1/3/02 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/i' #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. p VERTECH ENGINEERING PROJECT: 1/3/02 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2" X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW ANC WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 '/. LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 1/3/02 64 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT Liv -Mares ENGINEER A--1 DESIGN OF G Y(o f OJ LL wa i I - DL -, oo t D L �Wr LL.. D L_ VERTECH ENGINEERING PAG E DATE i Q 2 _ ! 2. _S c�ck"or-) 2-S 1 f -s ski Smit Mass I,20(1(o s )� _ �2140016 wgl 1- (I IE�h-f+ • 5.4.) ( I s P 5 -C- = 13 )16cxD ► 6 1000 _R2-) (I 0 s Qco D I 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Linhares Residence Date: 1/7/2002 Comments: Wind Speed: 75 mph Importance: 1 Exposure: B !, ❑ One Story or Partially Enclosed Multi-StoryStructure Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall _ 7.2 7.8 Leeward Wall -4.5 -4.8 _8.3 -5.2 Roof Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof' Slope <2:12 ___ _ -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 .>12:12 6.3 6.8 7.3 Wind Parallel to Rid... -6.3 - Method B _....-...- -...__.-6.:8....-..............._ -. _..... ....... _ On Vertical Projected Area Structure <= 40, High 11.7 12.6 13.5 �- Structure >40, High - 12.6 13.6 14.6 On Horizontal Projected Area _ �-6.8 - - -7.3 - Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls ___-- -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12:6 -13.5 13.5 Partially Enclosed Sloe <2:12 _ ,_- -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 --17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 _.._ -23.3 y-25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Linhares Residence Date: Comments: 14.1 Units: Zone = 3 (If T<.7, Ft=O) Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) .02 Ct = =0 FOR ALL OTHERS I IV TA = Ct(hn)"" -USE Max TB = 1.4'TA 14.1 VEQ = (dv'I"W)/(R'T) 3.4 14.1 Ft = 0.07'T'V (If T<.7, Ft=O) METH A METH B T = 0.129 0.129 EQ: Cvl/RT = 0.7614 0.7611 VNV: VEQ = 65.6 66 V: Ft = 0.00 MIN V MAX V -USE 11'Ca'I 2.7Ca'I/R 14.1 0.0396 0.1636 3.4 14.1 0 1/7/2002 Kips & Feet (UNO) I VU.c I I VJ•f 'PROJECT L i nVioreis ENGINEER AS VERTECH ENGINEERING DESIGN OF PAGE DATEO_�. PROJECT Liv-)Iari, S VERTECH ENGINEERING PAGE ENGINEER AJ DATE L DESIGN OF Lc4 .r- d I 1 A — ( 6 4' p 1 44 ( 12. Co P s -P ) --p go -+16. 8 -- (�I �� • I����(I3,5Ps�i -- ��20 -- C S � • 1' - 4) 12. (o P P 3 — (2I �► t� �� } (�3,� S�') ---� X82016 g`syy, I. c- . A - BO4-f+2 3 0Ra14 0O 1 b 24ci 1 CO KI T -O W $ l.4 �250�-2� I - ( 300 (32 SO -Fl-' ( 1 -1- 0(2) � 6) _� C� 30 1 PROJECT LI�,I,QrP.� ENGINEER T VERTECH ENGINEERING PAGE DATE O 'PROJECT L ►�'r���Y P ENGINEER AT DESIGN OF LQ4af-* . c'X- CA VERTECH ENGINEERING PAGE 10 DATE 0 ala C 1 b 5%- s v -Y, e C,. CA 6 i I oo b C -A 3 R-1 A.e = Z250 V- z oII .off 9 \ 32 -SO - Shear Wall Design Program VerTech Structural Engineering Project: Linhares Residence Location: Typ SW Date: 4/5/02 Units (UNO): lbs, in Panel Thickness 3/8 2.37 2.91 0.92 Panel Orientation Short Dimension Across Studs • NG 1.45 NG Nail Type 8d v Anchor Bold Diam. 1/2 v Stud Spacing 16 in o.c. Spec Grav Of Framing 0.49 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 • Sill Plate Grade Hem -Fir AB in 2X Sill 570 AB in 3X Sill 700 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 1.0d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 220 2 8.4 0 8 24.5 0 4 320 2 5.8 0 8 16.9 0 3 410 2 4.5 0 8 13.2 0 2 530 2 3.5 0 8 10.2 0 44 640 4 4.2 Note 2 8 8.4 Note 2 33 820 4 3.3 Note 2 9 5.3 Note 2 22 1060 4 2.6 Note 2 9 4.1 Note 2 1. Use 3X framing and stagger nailing where panel edges on both sides fall on same member 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.45 4.23 2.37 2.91 0.92 2.27 0.72 1.76 NG 1.45 NG 1.14 NG 0.88 di IC 1C. 1,2 VerTech Engineering Project: ''! QY 1:211111121 S Engineer: A T Desian of - (;htmqr Wall,- Prmmim-f4 Page: Date: 4 C) Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Ej_qg Nail WallObs) M 02M in A 2776 12 1212 231 41.1 B 4983 9.25 :W:3'9;.2J5 9.25 539 . ..... 4/4 C 7115 18 18 18 395 311 1 1008 11 11 11 92 6" 2 4820 15.75 15.75 15.75 306 4 3 4820 17 17 17 284 41 0 VerTech Engineering Project: L nV-e )py i s Page: Engineer: A 7 Date: Design of: Shear Walls Stability Overturning Overall Resistive Gravity OT OT Righting' Net .Len-qth Length Load Height Moment Moment M/D Wall (ft) (ft) (Ih/ft) tffi tft-IHN tf+-Ik\ ilk\ A 12 12 250 10 27760 18000 963 — B 9 9 400 10 48483.24 16200 3767 — C 3 3 500 10 11858.33 2250 3278 1 11 11 200 10 10080 12100 -74 2 9.5 9.5 250 10 29073.02 11281.25 9192- 1992 3 3 6.5 6.5 250 10 18429.41 5281.25 2104 MV 5, 11 POO z Design of: -Shear Walls Stability It Segment Se ment OT Righting Net Len-qth Height MMT MMT M/D Wall (ft) (ft) (ft_IhI (ft -IM tlk% A 0-- 0 0 0 B 3.5 10 18855 2450 4757 C —0 0.__ 0. 0 1 0 0 0 0 —2 3.25 10 9946 1320 2695_ 3 —0 0 0 0 vll+o!� PROJECT L.1 v/-�g-ir-��-c^:�� VERTECH ENGINEERING PAGE ENGINEER !-\Z1 DATE V DESIGN OF L a4c o I L► n r, s Dcao s Li,n� Loci = 498316 L j, Lex -)q AV, = 50 -4 loa� 100 P L er,c�� lam, 4-o 6c &-c, 30 :,50 IF +- I CQO ,P 300 016 L Loa Linc) Ica V �-4 — 42 ► -� P P greeZea IDC Sig ----� i -- - -- - -- -- -----T----�--� -=ice ��2 PROJECT LI hh('ire- -s ENGINEER A j DESIGN OF G rG�v VERTECH ENGINEERING cbecvy-,s ) PAGE DATE 2- 6 2 .00'.I Z� ICoj P, ea. iyn4i sec-A-la-)(Ia p 62- SV, e - rco; L r� = 5 q O -4-16 U --_ 2q5 16 T - x ICS Ib -- ►� 2x(o@,-4 0C. B - Shea foo I' Qn rd -cc L = 10 T ih = Cp (4-I2 M= 2� cO 5 i'- � b E.I = 100 x IQ `° tb - int/ Co x F 2 Tib=I,33��IV V q E -I = 20q x 10(0 16 _,n i PROJECT L ► �nh Cl Y �S VERTECH ENGINEERING PAGE ENGINEER AT DATE D DESIGN OF C rGV J (beavv�s) BS FI oor Cir ceder ►� 4,/2 ` 1,6= I (il M= 12Co(o ��-Ib v = 12s Ib E -L= 25 X i0`- Ib -in2 4�f2 (o 01= 2 f -n , Y � B(D - 2 ,-, d ►- I oo G ►' J e -r- L = -7 %4' fir-; b = I (0'/2 M= 5�2I 4-I6 E -I = I-�-o x I OC' 16 -►Y-,2 3 h x c V/9- PS L. �� - S i Q► I --I e a "G f L- 3 jr .-I b= 51/2 ( f I r M = 30ci Via. - 16 Ib �z- 4 2 AUL , 4X4 or 2x10 PT L = C) ` Tr ---,'6 = I , 33� (f l r ; M = co -43 4--1- I h v = 2qq 16 El 2(o x 10'0 16 - ir) 2 I -,Ib TJ 1 pro l50 @J ��" o,L, PROJECT L i carr i s VERTECH ENGINEERING PAGE ENGINEER AT DATE DESIGN OF G a v i+ C beavy, s I F I ooc M 16 V = 1575 \b EI- �3x10� Ib-i,r,2 `�b 0 2 BSO - Porch �.S = 8 Tr.t'b = .2 I� u = 440(D EL= 2Sx►OIb_n2 2 x S 2 4" 0. f3►2 - 6yec..z.e.) WCAy M = CoO-s Cox I 0 D F- :14 1 PROJECT L i y-r c� 5 VERTECH ENGINEERING PAGE 2� ENGINEER A-1 DATE 4 /02 DESIGN OF Gr CA \j 6c c"s ) x313 � 2 n G �� � C i r cl��' I_ = 131 fin, � = 2 I � (�6 �•� V ►O`° S'/4 PSL V = 24O 1 b 2 x Cz Cj 24,, 0, C (412) /"-1 = 22 (60) -4 -1 b V = lob 16 l-1 2 x 10 DF B1 (D — 2,8 CaC7 t C-'1 i vc c\r-- f V�3 1 16 I 51 20psT ( LEEI �) i 139 (1� 13D (016 VisualAnalysis 3.11.c Report Project: Linhares Residence File: C:\_Projects\ANDY\Linhares.VAP Engineer: AJ Default Units: Feet, Pounds, Degrees, °Fahrenheit, Seconds. Design Groups Name Elements LL Factor Parameters Unity Final Shape Wood 2 1.0000 Yes 0.9706 SS2x10 Design Group Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL 2 2 LL 3 3 WL 4 4 DL+LL+WL NDS Wood Design Group Report Design Group: Wood Designed As: SS2x10 SIZE CONSTRAINTS: Depth is unconstrained. Width constrained to: (0.00 - 2.00) in BRACING INFORMATION: Specified brace patterns Lateral at top (+y) = Continuous Lateral at bottom (-y) = Continuous Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. Span ratio deflection limited to L/180.00. WOOD PARAMETERS: Member Type = Visually Graded Dimension Lumber Species = Douglas Fir -Larch Grade = No. 2 Beam Type = Simply Supported Temperature conditions: T < 100 F Cross Section = Rectangular Loading Pattern = Uniform Moisture conditions: Dry Repeat member No shear stress factor used Buckling stiffness factor not used Weak buckling length coefficient = 1.00 Strong buckling length coefficient = 1.00 SS2x10 INFORMATION: b = 1.50 in d = 9.25 in A = 13.88 in^2 Ix = 98.93 in^4 Iy = 2.60 in^4 Sx = 21.39 in^3 Sy = 3.47 in^3 Extreme Checks Only Axial Check: 14 Member Load Offset Ft/Fc Ft'/Fc' ft/fc Unity Name Case # ft State psi CD CM Ct CF CP psi psi Check M4 1 0.00 Compression 1300.00 0.90 1.00 1.00 1.00 1.00 1170.00 35.79 0.03 P) 2.� Flexure Check (Strong Bending):ompression 1300.00 1.60 1.00 1.00 1.00 1.00 2080.00 , 88.19 Member Load Offset Fb Fb' fb Name Case # ft psi CD CM Ct CL CF Cr Cf psi psi M4 1 10.67 875.00 0.90 1.00 1.00 1.00 1.10 1.15 1.00 996.19 521.87 M4 2 10.67 875.00 1.00 1.00 1.00 1.00 1.10 1.15 1.00 1106.88 670.97- M4 3 10.67 875.00 1.60 1.00 1.00 1.00 1.10 1.15 1.00 1771.00 291.14 M4 4 10.67 875.00 1.60 1.00 1.00 1.00 1.10 1.15 1.00 1771.00 1483.98 M5 1 10.67 875.00 0.90 1.00 1.00 1.00 1.10 1.15 1.00 996.19 -521.87 M5 2 10.67 875.00 1.00 1.00 1.00 1.00 1.10 1.15 1.00 1106.88 -670.97 M5 3 10.67 875.00 1.60 1.00 1.00 1.00 1.10 1.15 1.00 1771.00 161.74- M5 4 10.67 875.00 1.60 1.00 1.00 1.00 1.10 1.15 1.00 1771.00-1031.10 Shear Check (Strong Axis): 0.04 Unity Check 0.52 0.61 0.16 0.84 0.52 0.61 0.09 0.58 Member Load Offset FV Fv' fv Unity Name Case # ft psi CD CM Ct psi psi Check M4 1 0.00 95.00 0.90 1.00 1.00 85.50 18.73 0.22 M4 2 0.00 95.00 1.00 1.00 1.00 95.00 24.08 0.25 M4 3 0.00 95.00 1.60 1.00 1.00 152.00 10.45 0.07 M4 4 0.00 95.00 1.60 1.00 1.00 152.00 53.26 0.35 M5 1 0.00 95.00 0.90 1.00 1.00 85.50 18.73 0.22 M5 2 0.00 95.00 1.00 1.00 1.00 95.00 24.08 0.25 M5 3 0.00 95.00 1.60 1.00 1.00 152.00 5.80 0.04 M5 4 0.00 95.00 1.60 1.00 1.00 152.00 37.01 0.24 Deflection Check (Strong Axis): Member *Load Offset dy Limit Unity Name Case # ft in in Check M4 1 10.67 -0.49 1.43 0.34 M4 2 10.67 -0.63 1.43 0.44 M4 3 10.67 -0.27 1.43 0.19 M4 4 10.67 -1.39 1.43 0.97 M5 1 10.67 0.49 1.43 0.34 M5 2 10.67 0.63 1.43 0.44 M5 3 10.67 -0.15 1.43 0.11 M5 4 10.67 0.96 1.43 0.67 Combined Stresses Check: Ft'/ ft/ fb/ Fb*/ Fb**/ Member Load Offset Fc' FcEl FcE2 fc Fbl' Fb2' FbE fbl Name Case # ft State psi psi psi psi psi psi psi psi M4 1 10.67 Comp. 1170.00 618.25 16.26 25.39 996.19 996.19 661.39 521.87 M4 2 10.67 Comp. 1300.00 618.25 16.26 32.64 1106.88 1106.88 661.39 670.97 M4 3 10.67 Tens. 1012.00 2.66 291.14 1771.00 1771.00 -NA- -NA-" -NA- M4 4 10.67 Comp. 2080.00 618.25 16.26 55.38 1771.00 1771.00 661.39 1483.98 M5 1 10.67 Comp. 1170.00 618.25 16.26 25.39 996.19 996.19 661.39 521.87 M5 2 10.67 Comp. 1300.00 618.25 16.26 32.64 1106.88 1106.88 661.39 670.97 M5 3 10.67 Comp. 2080.00 618.25 16.26 6.37 1771.00 1771.00 661.39 161.74 M5 4 10.67 Comp. 2080.00 618.25 '16.26 64.40 1771.00 1771.00 661.39 1031.10 aIn deflection checks, load case Vs refer to serviceability cases. 2- Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: 62 Slope of roof 4 :12 Select Beam Width 1.5 in Dead Load 16 psfElRound Member Live Load 20 psf DFL #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1343 psi Length of Beam 8 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 4.6 in CD 1.00 CF 1.50 A Req'd 5 in^2 CM 1.00 Cv 1.00 S Req'd 5 in^3 Ct 1.00 Cfu 1.00 1 Req'd 11 in^4- Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 13891 le= 2.1 RB= 7.1 Fb*= 1350 Total Uniform Load 74 plf Mmax 590 ft -Ib Vmax 295 Ib ❑ Shear at d from face? EI Req'd 17 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: .4/5/2002 Location: B3 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 75985 R6= 3.0 Total Uniform Load Mmax Vmax EI Req'd le= Fb*= a ❑ valley Beam 4 :12 Select Beam Width 5.5 in 16 psf ❑ Round Member 20 psf LDF-L (N) #2 E] Horiz. Member 240 360 Fb' 1137 psi 10 ft Fv' 85 psi 6 f 2 ft Height Required 5.6 in 1.30 A Req'd 20 in^2 1.00 S Req'd 29 in^3 1.00 1 Req'd 62 in^4 1.00 Controlling Design Bending 1.00 4.1 1138 221 plf 2765 ft -Ib 1106 Ib ❑ Shear at d from face? 100 *10^6 #-in^2 a rLr� Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B4 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf ❑ Round Member Live Load 40 psf DF -L (N) #2 I I Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 897 psi Length of Beam 18 ft Fv' 85 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 12.0 in CD 1.00 CF 0.90 A Req'd 11 in12 CM 1.00 CV 1.00 S Req'd 36 in13 Ct 1.00 Cfu 1.00 1 Req'd 109 in14 Cf 1.00 Cr 1.15 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 5312 le= 2.1 RB= 11.5 Fb*= 906 Total Uniform Load 67 plf Mmax 2693 ft -Ib Vmax 599 lb ❑ Shear at d from face? EI Req'd 209 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B5 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 68427 RB= 3.2 Total Uniform Load Mmax Vmax EI Req'd z� ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 10 psf ❑ Round Member 40 psf DF -L #2 Dimensional ❑� Horiz. Member 240 360 Fb' 1169 psi 4.5 ft Fv' 95 psi. 10 ft 1 ft Height Required 5.1 in 1.30 A Req'd 18 in^2 1.00 S Req'd 13 in^3 1.00 1 Req'd 13 in^4 1.00 Controlling Design Shear 1.00 le= 2.1 Fb*= 1170 500 plf 1266 ft -Ib 1125 Ib ❑ Shear at d from face? 25 *10^6 #-in^2 Beam Sizer Design, Proram g VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B6 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 10 psf ❑ Round Member Live Load 40 psf I Microlam ' ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2592 psi Length of Beam 7.25 ft Fv' 285 psi Width tributary to beam: 16.5 ft Unbraced Length 1.33 ft Height Required 6.7 in CD 1.00 CF 1.30 A Req'd 16 in^2 CM 1.00 Cv 1.00 S Req'd 25 in^3 Ct 1.00 Cfu 1.00 1 Req'd 74 in^4 Cf 1.00 Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 45996 le= 2.7 RB= 4.3 Fb'= 2600 Total Uniform. Load 825 plf Mmax 5421 ft -Ib Vmax 2991 lb ❑ Shear at d from face? EI Req'd 170 `10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B7 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 121510 RB= 2.4 Total Uniform Load Mmax Vmax EI Req'd le= Fb*= f 11 ❑ Valley Beam 0 :12 Select Beam Width 3.5 in 10 psf ❑ Round Member 40 Sf p DF -L #2 Dimensional � Horiz. Member 240 360 Fb' 1349 psi 3 ft Fv' 95 psi 5.5 ft 1.33 ft Height Required 2.2 in 1.50 A Req'd 7 in12 1.00 S Req'd 3 in13 . 1.00 1 Req'd 2 in14 1.00 Controlling Design Bending 1.00 2.7 1350 275 plf 309 ft -Ib 413 Ib ❑ Shear at d from face? 4 *10^6 #-in^2 11 s3 2, Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B8 ❑ valley Beam Slope of roof 0 :12 Select Beam Width •1.5 in . Dead Load 10 psf El Member Live Load 40 psf DFL #2 Dimensional I -T VI ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1338 psi Length of Beam 9 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 5.1 in CD 1.00 CF 1.30 A Req'd 5 in12 CM 1.00 Cv 1.00 S Req'd r 6 in13 Ct 1.00 Cfu 1.00 1 Req'd 14 in14 Cf 1.00 Cr 1.15 Controlling Design LL Deflection CH 1.00 Cc 1.00 Ci- 0.99 Fbe= 12563 le= 2.1 RB= 7.5 Fb*= 1346 Total Uniform Load 67 plf Mmax 673 ft -Ib Vmax 299 lb ❑ Shear at d from face? EI Req'd 26 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B9 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CID 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc Ci_ 1.00 Fbe= 36749 RB= " 4.4 Total Uniform Load Mmax Vmax EI Req'd le= Fb*= ❑ valley Beam 0 :12 Select Beam Width 3.5 in 10 psf ❑ Round Member 40 psf [DF -L #2 Dimensional � Q Horiz. Member 240 360 Fb' 1168 psi 7 ft Fv' 95 psi 9 f 1.33 ft Height Required 7.1 in 1.30 A Req'd 25 in^2 1.00 S Req'd 28 in^3 1.00 1 Req'd 43 in^4 1.00 Controlling Design Shear 1.00 2.7 1170 450 plf 2756 ft -Ib > 1575 Ib ❑ Shear at d from face? 83 *10^6 #-in^2 Mm Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B10 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 10 psf ❑ Round Member Live Load 40 psf DFL #2 Dimensional ❑ Horiz. Member TL/LL Defl. Criteria (U) 240 360 Fb' 1163 psi Length of Beam 8 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 1 ft Height Required 5.7 in CD 1.00 CF 1.30 A Req'd 6 in^2 CM . 1.00 Cv 1.00 S Req'd 8 in^3 Ct 1.00 Cfu 1.00 1 Req'd 14 in^4 Cf 1.00 Cr 1..00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 11102 le= 2.1 RB= 7.9 Fb*= 1170 Total Uniform Load 100 plf Mmax 800 ft -Ib Vmax 400 Ib ❑ Shear at d from face? EI Req'd 28 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: Location: B11 4/5/2002 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 5.5 in Load 10 sf p ❑Round Member Live Load 40 psf TDead DFL (N) #2 Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1137 psi Length of Beam 10 ft Fv' 85 psi Width tributary to beam: 4 ft Unbraced Length 2 ft Height Required 5.4 in CD 1.00 CF 1.30 A Req'd 18 in^2 CM 1.00 Cv 1.00 S Req'd 26 in13 Ct 1.00 Cfu 1.00 1 Req'd 56 in14 Cf 1.00 Cr 1.00 Controlling Design Bending . CH 1.00 Cc 1.00 CL 1.00 Fbe= 79911 le= 4.1 RB= 3.0 Fb*= 1138 Total Uniform Load 200 plf o Mmax 2500 ft -Ib Vmax 1000 Ib ❑ Shear at d from face? EI Req'd 108 *1016 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/5/2002 Location: B12 valley Beam Slope of roof 10 :12 Select Beam Width 5.5 in Dead Load 16 psf ❑ mound Member Live Load 20 psf DF -L (N) #2 J ❑ Horiz: Member TL/LL Defl. Criteria (Ln 240 360 Fb' 1049 'psi Length of Beam 13 ft Fv' 85 psi Width tributary to beam: 7 ft Unbraced Length 2 ft Height Required 8.7 in CD 1.00 CF 1.20 A Req'd 33 in^2 CM 1.00 Cv 1.00 S Req'd 69 in^3 Ct 1.00 Cfu 1.00 1 Req'd 177 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 49396 le= 4.1 RB= 3.8 Fb*= 1050 Total Uniform Load 286 plf Mmax 6037 ft -Ib Vmax 1858 Ib ❑ Shear at d from face? EI Req'd 283 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: Location: B13 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CI_ 1.00 Fbe= 46094 RB= 4.2 Total Uniform Load Mmax Vmax EI Req'd 4/5/2002 ❑ valley Beam 10 :12 Select Beam Width 5.25 in 16 psf ❑Round Member. , 20 psf Microlam � � � ❑� Horiz. Member 240 360 Fb' 2592 psi 13 ft Fv' 285 psi 21 ft 2 ft Height Required 10.1 in 1.10 A Req'd 29 in12 1.00 S Req'd 84 in^3 1.00 1 Req'd 446 in^4 1.00 Controlling Design Deflection 1.00 le= 4.1 Fb*= 2600 857 plf 18112 ft -Ib 5573 Ib ❑ Shear at d from face? 848 *10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/17/2002 Location: B14 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 17106 RB= 6.4 Total Uniform Load. Mmax Vmax EI Req'd le= Fb*= ❑ Valley Beam 4 :12 Select Beam Width 1.5 in 16 psf ❑ Round Member 20 psf LDF-L #2 Dimensional � ❑ Horiz. Member 240 360 Fb' 1344 psi 6.5 ft Fv' 95 psi 2 f 1 ft Height Required 3.7 in 1.50 A Req'd 4 in^2 1.00 S Req'd 3 in13 1.00 1 Req'd 6 in^4 1.00 Controlling Design Bending 1.00 2.1 1350 74 plf 389 ft -Ib 240 Ib ❑ Shear at d from face? 10 *1016 #-in^2 3 C) Beam Sizer Design Program VerTech Engineering Project: Linhares Residence Date: 4/17/2002' Location: B15 valley Beam ,Slope of roof 4 :12 Select Beam Width 3 in Dead Load 16 psf ❑ Round Member Live Load 20 sf P DFL #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1077 psi Length of Beam 11 ft Fv' 95 psi Width tributary to beam: 8 ft Unbraced Length 2 ft Height Required 7.1 in CD 1.00 CF 1.20 A Req'd 17 in^2 CM 1.00 Cv 1.00 S Req'd 26 in^3 Ct 1.00 Cfu 1.00 1 Req'd 55 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 17858 le= 4.1 RB= 6.3 Fb*= 1080 Total Uniform Load 295 plf Mmax 2289 ft -1b Vmax 1081 Ib ❑ Shear at d from face? EI Req'd 196 '10^6 #-in^2 3 Project: Location: Beam Design Program VerTech Engineering Linhares Residence B16 Date: 4/17/02 XP P ■ Wt Wu R7 Lmaln 'T Lcant 1` R2 LMAIN 9.5 ft ❑ Apply Special Seismic Load Cases? Max 4598 DL RLL Wu (psf) 16 20 Wt (psf) 0 0 P (lb) 1081 0 at 2 pa 4.75 ft Section Loc 4.75 ft Beam E 1700000 psi Beam 1 213 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (L/ ) 360 240 Unbr. Len 4 ft Beam Width 3.5 in Beam Height 9 in DF -L #1 Dimensional V CD 1.00 CM 1.00 Ct 1.00 CL 0.99 CF 1.20 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 LCANTILEVER . 0 ft ❑ Graph values? ❑ Beam Shear at d from face? FLL SL EQ WL Trib Width 0 0 0 0 5 ft 0 0 0 0 0 ft 0 0 0 0 Active Section Location Max Check Beam M (ft-lbf) Max 4598 Min 3123 Size Beam V (Ibf) 541 486 0.00 Defl (in) -0.12 -0.18 -0.05 R1 (lbf) 1396 828 R2 (Ibf) 1396 828 Cant' DO (in) 0.00 0:00 LL DO (in) -0.05 Envelope Notes: None Fb Fv 66 psi FV 95 psi LL DO 0.05 in Allowable 0.32 in Max Min M (ft-lbf) 4457 0 V (Ibf) 1396 -1306 Defl (in) 0.00 " -0.18 LL Defl (in) 0.00 -0.05 Notes: None Fb Fv 66 psi FV 95 psi LL DO 0.05 in Allowable 0.32 in 1132 psi FU 1192 psi TL Defl 0.18 in Allowable 0.48 in Timber Beam Section Properties VerTech Engineering Fb Fv Douglas Fir Larch #2 900 95 Dimensional (for 4X or thinner member) Fb Fv Douglas Fir Larch #1 1350 85 Beams and Stringers M=Fb'S, V=2/3'A'Fv B (in) H (in) A (in ^2) 1 (in ^4) S (in ^3) M (ft -Ib) V (lb) 2X4 1.5 3.5 5.25 5.36 3.06 345 333 2X6 1.5 5.5 8.25 20.80 7.56 737 523 2X8 1.5 7.25 10.88 47.63 13.14 1183 689 2X10 1.5 9.25 13.88 98.93 21.39 1765 879 2X12 1.5 11.25 16.88 177.98 31.64 2373 1069 2X14 1.5 13.25 19.88 290.78 43.89 2963 1259 4X6 3.5 5.5 19.25 48.53 17.65 1720 1219 08 3.5 7.25 25.38 111.15 30.66 2989 1607 4X10 3.5 9.25 32.38 230.84 49.91 4492 2050 4X12 3.5 11.25 39.38 415.28 73.83 6091 2494 4X14 3.5 13.25 46.38 678.48 102.41 7681 2937 4x16 3.5 15.25 53.38 1034.42 135.66 10175 3380 6X6 5.5 5.5 30.25 76.26 27.73 3120 1714 6X8 5.5 7.5 41.25 193.36 51.56 5801 2338 6X10 5.5 9.5 52.25 392.96 82.73 9307 2961 6X12 5.5 11.5 63.25 697.07 121.23 13638 3584 6X14 5.5 13.5 74.25 1127.67 167.06 18475 4208 6X16 5.5 15.5 85.25 1706.78 220.23 23996 4831 8X8 7.5 7.5 56.25 263.67 70.31 7910 3188 8X10 7.5 9.5 71.25 535.86 112.81 12691 4038 8X12 7.5 11.5 86.25 950.55 165.31 18598 4888 8X14 7.5 13.5 101.25 1537.73 227.81 25194 5738 8X16 7.5 15.5 116.25 2327.42 300.31 32722 6588 8X18 7.5 17.5 131.25 3349.61 382.81 41169 7438 8X20 7.5 19.5 146.25 4634.30 475.31 50522 8288 10X10 9.5 9.5 90.25 678.76 142.90 16076 5114 10X12 9.5 11.5 109.25 1204.03 209.40 23557 6191 10X14 9.5 13.5 128.25 1947.80 288.56 31912 7268 10X16 9.5 15.5 147.25 2948.07 380.40 41448 8344 10X18 9.5 17.5 166.25 4242.84 484.90 52148 9421 10X20 9.5 19.5 185.25 5870.11 602.06 63995 10498 10X22 9.5 21.5 204.25 7867.88 731.90 76976 11574 12X12 11.5 11.5 132.25 1457.51 253.48 28516 7494 12X14 11.5 13.5 155.25 2357.86 349.31 38630 8798 12X16 11.5 15.5 178.25 3568.71 460.48 50174 10101 12X18 11.5 17.5 201.25 5136.07 586.98 63126 11404 12X20 11.5 19.5 224.25 7105.92 728.81 77467 12708 12X22 11.5 21.5 247.25 9524.28 885.98 93181 14011 12X24 11.5 23.5 270.25 12437.13 1058.48 110252 15314 12X26 11.5 25.5 293.25 15890.48 1246.31 128668 16618 12X28 11.5 27.5 316.25 19930.34 1449.48 148415 17921 12X30 11.5 29.5 339.25 24602.69 1667.98 169484 19224 12X32 11.5 31.5 362.25 29953.55 1901.81 191863 20528 PROJECT 11ilYY ll �S ENGINEER DESIGN OF Grav 4 ERTECH ENGINEERING PAGE DATE O 2 C sol �►��,s � - Ci — C2ivg3 - = C2) I IOCoIb �--5 221ZIb�2ncl� LLA = i O Cox (o C2 — vb(o = 2G I1 11h F-2 LLt =►0 4x4' O Co 7 29 G+ ft LLA= t o' Co Cc >` 2 C.�S - (2)Va = C2) (5-7 5-)16 - D 4 O� Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity (lbs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 A-4 Project: LiY)�CarE S Engineer: AT asign of: Foundations VerTech Engineering Soil Bearing: 1000 psf Page: Date: Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (PIO Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kis Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB — F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 T-0" Sq. 12 (4) #4 9 CB F3.5 T-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. VerTech Engineering Project: �.. ivi�nar �S Page: Engineer: AJ Date: I Design of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 10 psf B.C. Dead Load = 6 psf Total Load = 36 psf Rafters: Live Load = 20 psf Dead Load = 16 psf Total Load = 36 psf Typical Headers (uno) Use 4X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". VerTech' Engineering Project: ; py,preis Page: Engineer: A -T Date: p Design of: Floor Framing Floor Loads DL= 10 psf LL= 40 psf :loor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. -loor Joists: I Joists: Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumberjoists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. PROJECT L VERTECH ENGINEERING PAGE ENGINEER Al DATE , �2 _ DESIGN OF LOGO 5 - arCA -q-� CZ oo-4� DL I (a Ps Roo LL 2_G Ps -p wall DL 15 psi MI -C Mass (q10 20 ( 1(4 s -- .I -7,4- 2 P + -�4 • 5 �1-15 s --�- 12)5 501 C P 2-G 0214 im Wo■. .' r 0— +6 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV 111) Project: Linhares Residence Date: 1/7/2002 Comments: Wind Speed: 75 mph Exposure: B El One Story or Partially Enclosed Multi-StoryStructure Primary Frame Method A Windward Wall - Importance: Elevation 15 7.2 1 Elevation 20 7.8 Elevation 25 8.3 Leeward Wall -4.5 � � -4.8 �- -5T Roof Leeward or Flat Roof -10.8 _ ._.. -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 --_7.3 Wind Parallel to Ridge -10.8 -11.6 ^ _ -12.5 Method B On Vertical Projected Area Structure <= 40' High �... 11.7 12.6 13.5 _ Structure >40' High 13.6�Y~ _ 14.6 --12.6 On Horizontal Projected Area -10.8 -11._6 -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5_ -16.7 Parapet Walls _ -11.7 1_1.7 -12.612.6 _ _ -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 _ ^� _ -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7-12.6 12.6 _ -13.5 13.5 Partially Enclosed Slope <2:12 _ -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs _Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 _ _ Y -23.3 -25.2W� -27.1 ---- .>7:12 to 12:12 X14.3 "`--- -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 �+ -27.1 -29.2 9 4 % 1997 UBC Static Seismic Forces VerTech.Engineering Project: Linhares Residence Comments: Date: 1/7/2002 Units: Kips & Feet (UNO) Zone = 3 0.129 0.129 EQ: Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) Ct = =.020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4'TA VEQ = (Cv*I'W)/(R'T) Ft = 0.07'T'V (If T<.7, Ft=O) T = 0.129 0.129 EQ: Cvl/RT = 0.7614 0.7611 V/W: VEQ = 19.8 20 V: Ft = 0.00 11 "Ca*I 2.5*Ca'I/R 4.3 0.0396 0.1636 1.0 4.3 �v�oo■v� � � v®vim PROJECT l Ininca G VERTECH ENGINEERING PAGE— ��-- ENGINEER A DATE L DESIGN OF L c,4cx- a l Load bcvc� opw, ,r -A Gana W i n j P� — 18O21I� 2 — 22216 153Co Ib C.ONv TO wS I , 4 �' IS3Cpt.b vel a l l ��� � b) . s C 1 �) C..�• �-1. A 153 C3 402 t 53� �/ 2 2 22 15 3 to v% PROJECT Liinkcre.S - (o VERTECH ENGINEERING ENGINEER PVT DESIGN OF p - <. �a-- e- 2 A5 q 10 4`2 5 PAGE DATE 1.5 b 16 00 matin �P 0 VerTech Engineering Project: Lr))arc s Engineer: /kJ- Desi4n of: Shear Walls Frnminn Page: Date: 4 a Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft _Edge Nail WallILe1 MI ift-I Lftl Ib/ft in A 1802 28 28 28 64 6" B 1802 29 29 29 62 611 1 2722 9.5 9.5 9.5 287 4" 2 2722 _ 8 8 _ �- 340__ 311 _. -8 5� 53 VerTech Engineering Project: Liv- okay -e S — (,->, Page: Engineer: A' --T Date: Design of: Shear Walls Stability Overturning Overall Resistive Gravity OT OT Righting Net Length Lenqth Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) (ft -N (ft_lhl /Ihl A 28 28 100 10 18020 39200 -6_16 B 29 29 100 10 18020_ 42050-684 1 6 6 100 10 15758.9 1512.5_ 2618 2 4 4 100 10 13610 800 3223 54 Se ment Segment OT Rightin_q Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -1h) (ft -N (IM A 0 0 0 0 B 0 0 0 0 1 4 10 11461 800 2685 2 0 0 0 0 PROJECT Li1rl _S - VERTECH ENGINEERING ENGINEER AT DESIGN OF (Y' av; T \/ - �7 a r a GCS PAGE - 5 5 DATE [7 _ II C1 C� rG � I�C7� I -i-� �Q Pte' L- = < <ol J Tr_` ` U = 2 M - = 25 I f�-(� I V J Cott I6 4x1(O DFI-f2 0,(- 3V2x q'/q PS l_ CO. I ►-read cx- coo M = i 020 V = 1020 I h C�_- 15x10(p Ib-i�n2 Yn Ir, 4 Beam Sizer Design Program VerTech Engineering Project: Linhares Garage Date: 1/7/2002 Location: B1 Slope of roof 8 :12 Select Beam Width 3.5 in Dead Load 16 psf[1Round . Member Live Load 20 psf DFL #2 Dimensional J ❑ Floriz. Member TL/LL Defl. Criteria (L/) 240 360 Fb' 883 psi Length of Beam 16 ft Fv' 95 psi Width tributary to beam: 2 ft Unbraced Length 16 ft Height Required 7.6 in CD 1.00 CF 1.00 A Req'd 10 in^2 CM 1.00 Cv 1.00 S Req'd 34 in^3 Ct 1.00 Cfu 1.00 1 Req'd 90 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CIL 0.98 Fbe= 3177 le= 29.4 RB= 14.9 Fb*= 900 Total Uniform Load 78 plf Mmax 2511 ft -Ib Vmax 628 Ib ❑ Shear at d from face? EI Req'd 145 *10^6 #-in^2 c Beam Sizer Design Program VerTech Engineering Project: Linhares Gara e Location: B2 g Date: 1/7/2002 Slope of roof Dead Load Live Load TL/LL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 35939 RB= 4.4 Total Uniform Load Mmax Vmax EI Req'd qq '❑ Valley Beam 8 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 20 psf DFL #2 DimensionalLVI ❑ Horiz. Member 240 360 Fb' 899 psi 4 ft Fv' 95 psi 13 ft 2 ft Height Required 4.8 in 1.00 A Req'd 16 in^2 1.00 S Req'd 14 in^3 1.00 1 Req'd 9 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb*= 900 510 plf 1020 ft -Ib 1020 Ib ❑ Shear at d from face? 15 *10^6 #-in^2