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HomeMy WebLinkAbout041-640-004NOTES RESIDENTIAL 041-640-004 04-0508 PERMIT NO. _ MAAYYER, HANK /i✓�nt:S KE,OSTEVENNIE L�PARADISE NEW SF x� -1 % 3, SPECIAL CONDITIONS . CHECKED" BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS " VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING L OFFICE COPY I AddressOiZ �Y a/I `l"_ GAS Meter By� Date' "" ELECTRI r // M herr nBy � DaYe� t; .SOB FINALED Signature .l x� -1 % 3, SPECIAL CONDITIONS . CHECKED" BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS " VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING L OFFICE COPY I AddressOiZ �Y a/I `l"_ GAS Meter By� Date' "" ELECTRI r // M herr nBy � DaYe� t; .SOB FINALED Signature BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)536-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040508 LICENSED CONTRACTORS 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 Issued Date: 07/20/2004 APN- 041-640-004-000 the Business and Professions Code, and my license is in full force and r effect. 7 License Class: - ( License Number: `, I Site Address: 3592 LONNIE LN PAR Date: 2 ,-0 o Contractor: X4ey c. �Sr ��t Map Index: Description: NSF (2467) ATT GARAGE (789) OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the , Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior •MAYER LEONARD &NANCY ETAL Owner. to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section BERGMAN, TODD & GINER 7000) of Division 3 of the Business and Professions Code) or that he or 3660 SLINVIEW ROAD she is exempt therefrom and the basis for the alleged exemption. Any PARADISE, CA 95969-8102 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not L . intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: MAYER, LEONARD & NANCY ETAL such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, : ' and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor' SICKE, STEVE ❑ I am Exempt under Article 3 of the Business and Professions Code 31 GARDENIA CIRCLE Date: Owner: CHICO, CA 95928 530-345-5740 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for License #: 320138 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is sued. LY I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer' ' insurance carrier and policy number are: Carrier:9-:f-r F- a -A Total Square Ft: 2467 S.F. —S Policy #: 7 6 St 2 S ❑ I certify that in the performance of the work for which this permit is Valuation: $160 355.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: 'e- WARNING: Failure to secure workers', compensation coverage is unlawful,. and. shall, subject an -employer to criminal penalties -and one -L: _ a - hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. /- wec# y0la(7-q CONSTRUCTION LENDING AGENCY This permit's hereby issued under applicable provisions of the Bntte County Code 2nrUC+r I hereby affirm that there is a construction lending agency for the Resolution to do work indicate ove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) i� _ �Q.('// BY. Date: / Name: PERMIT EXPIRES ON: Address: ate ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose . � rr . Print Name: �� J i ,,- Signature: Date: O ©% 0 Owner 0 Contractor ❑ Agent for Owner ❑ Agent for Contractor J=OK 0 = Not OK : = NotReadya6le 7. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Utility Clearance 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Card B-1 Date Card B-1 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card 8-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG MISCELLANEOUS Date 7. Well Clearance & Disconnect 1. 8. Utility Clearance 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card 8-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 1. 11. Cert. of Occupancy 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date Elec.; Pool Lighting; 15 Volts-GFI Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected Date 8. Gas and Electricity Tagged Date 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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 -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = NotOK Applicable = Not Applicable RESIDENTIAL (Single & Duplex) . = Not Readv Date UN FLOOR (Plans) OK except #'s J ning-Setbacks- Easements- Flood -Slope g., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth F g., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth .4- tg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel- Bloc kouts-Wra ed Ca- Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi rs-Fire lace Ftg.-Steel W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. P enums & Ducts; Clearance -Material -Support -Ins. 1(4 Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15o/Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date nG, Card B 1Date Card B-1 Date PLU (Permit) OK except #'s Htr.; Vent -Access -Combustion Air Baffle 4,97 Wer Pipe; Test & Anchor -Nail Protection W.V; Test.Fittings & Anchor -Nail Protection Shower,Pan; Test, First Floor -Tub Access 21. Te-stfub & Shower, Second Floor -Tub Access 2 Gas Pipe; Sixe & Anchor 23. Fire Sprinkler; Test Date OJ- Card B-1 Date and B-1 Date Card B-1 Date and B-1 Date EL)EC CAL (Permit) OK except #'s 20'Fix re & Transformer Clearanc ns. Protection Receptacles Spacing -Lights & Switches at Doors Size es & No. of Conductors Stapled 2 exjr.istalled Close to Edge of Studs & C.J. p. G!�o_und made up w/Mech Fasteners -Bond. 2lance Circuits in Kitchen & Conductor Size GFI ed Wire Size/ A. Cu or AI-A.C. Wire Size/ a u I Range Circle/ fw /gAl-Oven Circ. / /ga Cu or Al Insulated Neutral es O No 32. Se a -Riser Conductors & Ground Main Disconnect learances Panels-Motors-Mech. Equip. es Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH AL (Permit) OK except #'s . A. ucts Insulation & Support e Fan, Exhaust above insulation n sate Drain & Overflow, Size & Grade 3 urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 4. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM!,NG (Permit) OK except #'s Sills Proper Materials & Anchors 42. Wal s Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 49; Dra top in Walls (rat proof) _4S—f1r6_§jPps, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date oist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ireplace Ties or Type A Flue -Fireplace Throat Clearance Attic ss; Size & Romex Protection -Dr Stop -Ins. Baffles Windows or Exiting Doors -Sill & Dimensions wGarage Fire Protection Framing Channel 53. Property Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. St idth-Headroom-Rise-Run-Landing-Fire Protection lywoo n Roof Overhang -Attic Vents -Rafter Outriggers Si g -Nailing Veneer i t Mesh -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic 10 Shear Walls; Nailing -Bolts 61_. Brace Interior/Exterior Wall Panels 63. Infiltration2V Bows Dat Card B-1 Date Card B-1 Date A Card 13-1 Date Card B-1 Date.' FINAUNai s) OK except #'s fi6!Purnace Vents -clearance -Comb, Air -Connector - In ge; Above Floor-Ducts-Mech. Protection e m Exiting F ath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels n�R Stpirs & Rails ireplaace or Stove, Clearance -Hearth 7 ec-Outlets at Wood Panel. Int. & Ext. at Kit. Counter Door; Clearance 76 P., Guct in Garage -Damper 7, tr. r.; Vents -Clearance -Comb. Air Connector-P.R.V. ar e; Above Floor-Mech. Protection & Mech. Equip. Listed for Location 7 EI ec_acles in Garaae (F.F.I.)-Romex Protection @CInsulation- Foam- Looked in Attic ��° Guard Rails & Deck Construction -Post CaDS /82Y Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth c Clearance Looked under Floor O Yes _ ing Instld./Drive s 0 No/Walks s 0 No/Planters s❑ No -tYi Stucc Brown -Finish Chit Disconnect, Electrical -Plumbing B& -'rent- Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8 P ell, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground ntlip;= Throughout House 9 .- a ro ction orrect/ ns from P evious Inspections 'L. 1&92. Gas -Meters agged, Gas -Electric Sewer Connected -C/O to Grade -HD Approval En y Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date- -, Card B Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: C SLAB OR FRAMED FLOOR DERE OGC.UR.5 YAl EXTEND DOWELS TO ° TOP OF WALL sg ; �— GONG. WALL & REINF. PEFZ'PLAN 8 DETAILS .✓` MOVE FORS 1 BOARD AS REaUIRED ry tt AT L30TTOM OF HALL TO KOEN WALL ry LAVA C;AP � REMOVE ALL LOD �E ---_�- 501L AND MATERiAL5 FROM LAVA GAP PRIOR TO POURING CONGRETE. im #5 x 22" MIN. DOWELS a 61-0" UNLE55 OTHERWISE NOTED PER FOUNDATION PLAN p MAX. EMBEDDED b 1/2" INTO lU WHERE fY OF THE DOWEL` INTO THE HILTI HIT G-100' ANCHOR > i CONCRETE .15 ?SOT P0551BLE `SYSTEM EPDXY RESIN IN S PROVIDE A STANDARD HOOK 3/4" HOLE DRILLED INTO o AT THE END WITH A MIN. 6" LAVA GAP. PROVIDE A EXTEN510N' ABOVE THE LAVA DOWEL AT ALL CORNER5 AND INTER5EGTiONS GAP. OF FOOTINGS. t. ` Y SEDT ON OF LAVA C Aff P I NN I NO AT T` -F I C A1r, STEM BALL a}e h ' ' •f S r 5 � �.• 11,. �tit7 OGGUR5_ NtHERE- LINA CAP PREVENTS EXGAVATIN6 FOIZ FOOTiN65 r s. Ll • { _ ac mz� Hill I PIER BLOCK PROVIDE 5TANDARD HOOK AT DONNEL END. U AT EACH PIER PROVIDE ONE LAVA GAP PIN 0 5EE SECTION AT LAVA IN. y — CAP PINNING FOR DOYiEt_ 51ZE h IN5TALLATION LAVA GAP 50 OR 14" DIA w PIcR 50NOTUSE >�w SECTION AT LAVA GAP O { FINNINCa OF PIER FOOTING OCCUR5 NtHERE TYPIGAL PIER FOOTING 15 NOT P05515LE DUE TO LAVA GAP 00,100/00 lea- mmvz- dp - 00000 L2 CF s= DANIEL j. BOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 TelephoneiPax (330) 345.4743 QJLXr:.bbi -cow August 4, 2004 Job No, 4004 - County of Butte Building Division _ 7.County Center Drive Oroville, CA 95965 Re: Substitution of Epoxy Adhesive L132A Job No. 2040015-020 Dear Building Official, It shall be permissible to substitute Simf';son "SET' epoxy (ICBG ER -5279) for the Hilti `HIT C-100' epoxy as shown on my generic lava cap pinning details LI, L2, and U. R pectfully Dan' J. Dobbie, P.E. C42028 f ti Me— APPUED TESTING CONSULTANTS MATERIALS FNCINI>f1:Kl\'U TESTI? G AND INSPECTION ,PORT OF EPDXIED ANCHOR INSPECTION/TESTS f DATE: 7/29/04-• PROJECT: Mayer, flunk Residence CLUENT: Steve Sicke 31 Cixrdcnia Lane , Chico, CA 95923 Type of Adhesive: Simpson Sct 22 Exp 4/06 Number of locations: 114 IIole depth: 6.5" Hole diameter: 31, Anchor type: 5/3 Rebar \ Placement: Footings DVSC'RIPTION OF WORK: Arrived at job at 0900 hrs to provide special inspectiort of epoxy -grouted seismic anchors in the Footln-g . n total of 114 unchors wcrc installed per Dan Dobbic, Engineer.; direction, All holes were brushed and blown clean with compressed air. The adhesive was i:ijccted into each hole in sufficicot quantity to causo exudation of the matcri.al when the anchors were inserted. The anchor bolts were. ruL ;ted during and after insertion to itt8ure proper bonding" of the adhesive to the bolts. 'y . Forst' C .... lrtspcctor 4 3060 Thorntrce Drivc-, Suitc 10 ° Chico, CA 95973 ° "i'Clephone: (530) X91-G(i25 'LFacsimile: (530) 691-42413 e i LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 1 1.�!!i!Ti.��lS! ��! L� •" t 1 8u VLe ._... ;ESCRIPTION OF INSTALLATION Mum" 'Ihldmem (inches) CEiuNG Batt or Blanket Type fid .. Thmmess Loose Fill Type F6gqlaw ContivoWs min. ve Wft sq....6 2 s . Brand Name Then al R (R -Value) Brand Name Johffi Mamvilte Themral Reslstamce (R -V") R • 3 Brand Nam Johns MsmIlle Aman Th incles. OMNI mrl--*nr`s bn bftd wWgM Per $Wm toot to ad teve Thermal RO*U moe (R VOn) d,78 S. EXTERIOR WALL Fid Baas Brand Name __fie Mande TWOkims 0. RAISED FLOOR Mabried Mddkmm �.s L SLAB FLOOR / PERIMETER . Matemial Thickness K - 717, T z 10 t r'i jai--. ThwnW RssfsW= (RVahre) , / 3 Brand Name Johm Mum&� Therrreal encs (R -Valor) / 9 Bred Name Therm Re*Wm (R•Value) Brand Name Tharnal Resistance (R -Value) TIT I'A 11611p, 117 n � . n; n ;, `.�atjr,y,l�,. _�1�4� Z,JJr�t. wtM�rrl;.i ( 91668528Np' 16111 P. 1 . P.O: A PAc'r'v_ _._. Certificate of Conformance Certificate_ 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1.1992, For Wood Products -Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117.93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species �- IT IS HEREBY CERTIFIED that the APA FWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with tine Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant OA program with adequate sampling to verity conformance to industry standards for lumber grade and giueline bond quality. 7k1s 1 � To c _x Tr 1� 7' C� �� & �jtJ►�rr • r S 2 .�M y+ Thomas G. Williamson Executive Vice Presiderg.,.- ,., .>. ENO NEEREO WOOD SYSTEMS is 8 MOW OrPOT8110n of AA4 -- FHE ENGIAZERFO WOOD ASSOct4rlON 701 1 Scum t Stn Streei - P.O. Box 11700 - Tacoma, WA 00J11-0700 '�+ ` Tnlephone: f253) 585-8800 - Far Member: {2'53j 565.7255 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 ,FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT NO. BP040508 LICENSED CONTRACTORS 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 Issued Date' 07/20/2004 APN•' 041-640-004-000 the Business and Professions Code, and my license is in full force and effect. ^ License Class: lJ' ( License Number: `) I Site Address: 3592 LONNIE LN PAR Date: Xo O Contractor. ,C�-Fe v L S Map Index: Description: NSF (2467) , ATT GARAGE (789) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and. Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior MAYER LEONARD &NANCY ETAL Owner: + to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section BERGMAN, TODD & GINER 7000) of Division 3 of the Business and Professions Code) or that he or 3660 SUNVIEW ROAD she is exempt therefrom and the basis for the alleged exemption. Any PARADISE CA 95969-8102 violation of Section 7031.5 by any applicant for a permit subjects the + applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: MAYER, LEONARD & NANCY ETAL such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: SICKE, STEVE O 1 am Exempt under Article 3 of the Business and Professions Code 31 GARDENIA CIRCLE Date: Owner: CHICO, CA 95928 530-345-5740 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 License #: 320138 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit ' sued. shave 0--1is and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carder and policy number are: (�•• Carrier:_ 9"h,_ 1 F110_a Total Square Ft: 2467 S.F. Policy #: 17 G St 21 f>' ❑ 1 certify that in the performance of the work for which this permit is 'any Valuation: $160 355.00 issued, I shall not employ person in any manner so as to + become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: -r-T Applicant: S'T-ecsc S r c-14- e_ WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one # 9qs(- h•�--L-•b-•a-T -hundred-thousand"dollars ($100,000), m addition to the cost of ' compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. et'�"r Ll D/_Q� ���o�IU '> /�G%,• ,County CONSTRUCTION LENDING AGENCY This permit •s hereby issued under ft applicable provisions of the Butte Cade 2ndjor I hereby affirm that there is a construction lending agency for the Resolution to do work indicatedASoAfor which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: 4Z OE OE /11 Date: PERMIT EXPIRES ON: / ,C Address: ate ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpos . Print Name: S 1 �C u-- �f t� 1 L e Signature: Date: O �f ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 881-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. qo' �_) � , DATE: ICO a 4 APN: 6) If (- yo _gym �f ZONI G: ��� NEAREST CROSSSTREET* G t TRACT/LOTtk 13�_ SITE ADDRESS: r•ov��l c c�c. ©�acK- � N 12-29-9 ►2�i � __ CITY, ZIP: © C, �Sqs OWNER NAME: PHONE: STREET ADDRESS: FAX: J v icL✓ �c9. CITY, ZIP: ho' k-.-- C� s 6s E -MAIL - APPLICANT NAME: _II PHONE: OfE-6740 STREET ADDRESS: FAX _5; CITY, ZIP: tr /� C N iG0 W �� E-MAIL: CONTRACTOR NAME: PHONE:�rIS-S?4o STREET ADDRESS: FAX CITY, ZIP: t C C.- L i E-MAIL: LICENSE NUMBER Zo3$ LICENSE TYPE: ARCHITECT/ENGINEER NAME:�' P1 C C_ Ice- ,D� o6>a; PHONE �3 � - STREET ADDRESS: � � /7 v. CITY, ZIP: � c CLn�o LICENSE' TL Z®�� E-MAIL: DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) F6 % (35?SC -SRA EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: YN1otteess: I"� �s-�e►vt- . f Application Received by: Date: Receipt number: 2,l Q55 7 Amount Received: / CY / A =�- .5F Q_yp'/Tcrn� " /l0-L_J'7 / '1J 1 ;) n . .z '� - f r%' 1F+4 i �+. �'y. j .w . i.. "+-«: �' ^'r< r ..,.4"<' {. ^ _ .. t tve+�- .. •; �i \. - J c i1k'" l Ty.. >.�y ems, F.f+"r,j X ti ` y.a�Lz'C.c�3�v'?re �Lrr'S. -.. ti 's4 t..' �•♦'� . �:'� �Y�� 4� 'i • -`w♦ f^'`r,, < j COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER/ - 1���(�� n^1�T �(/'' ASSESSOR PARCEL NUMBER����' Proposed Building Use IJ S i" b_j A(QGee_ Counter Technician:' Date: Items required in order to apply for a permit. All boxes -MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ s 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 10( 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. .�1 4. Engineered truss details and layouts in duplicate. No faxes! 0 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate r.' ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form �- 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico t0roville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ -q r 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by D1< ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ......... ❑ 20. Erosion Control Plan Required........................................................................ 21. Fees as shown on the attached Schedule of Fees Due Sheet ................................. D 22. City of Chico Plumbing permit........................................................ ... 23. California Department of Forestry plan approval � epaid. Sent by: �p o i�f ❑ 24. Planning approval (A) Use: N::_'(B)Parking: (C) Parcel Check: 3-J�OtiI ❑ 25. Contact Land Development about _ Improvements, _ Drainage .:....................... �) 26. NPDES Form...................................................................................... 4r, 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ ` 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... r ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ s' 32. Letter of Signature authorization ........... ....:......................:........................ p4N 33. Recorded copy of Agricultural Acknowledgment Statement ........................... `'� ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone •� 9!25�! r Or m 4(- and hold for pickup. I have been info ed of the above items and requirements for obtaining a building permit. Applicant: ,� �'8� Date: 2 //'r&4 1. Index pertfiitlappllcation for the above items numbered: Plan Check Lretter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Dale: Plans approved by: f Date Structural reviewed by: Date: Structural approved by: Date: L Note transfer by: Date: Yellow: Building Division QW D50�6 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES 4 two, 4 Err 'jT141 -0 PROPROSED BUILD USE , cS rag DATE of " /'tel ' Q' ) 01. RECEIPT # DATE REC. BUILDING PERMIT FEES /�, c / _�{� '�f Balance Due ..................... $ ! , 620 (0- `fJ (o o �P --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... �$ / 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X <! $ o • 00 Units - a� v� yG(a d 2��/� Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ _ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION A PLAN CHECK ECK FEE (paid at Building Divisio, /S� g 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dur' g th pl`an checking process. APPLICANT DATE �9/p5P Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement !LESS THAN 1 ACRE1 Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that itis my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs I acre or more of land. I, further, certify that this project will not disturb I acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: P Title: ro►-�r��-� Date: June 17,.2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Re: Plan Review: Address: Dear Vieira: Mayer SFD Lonnie Lane ` County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-0508 LP2A Job No. 2040015-020 Linhart Petersen Powers Associates (LP2A) has completed a FINAL review of the following documents: 1. Plans: Two (2) revised copies Plan Sheets 1 through 7 Title/Cover Sheet dated January 16, 2003 (revision dated 5/26/04) by Janice Lee. 2. Structural Calculations: Two (2) copies dated January 2004 by Daniel J. Dobbie. Two (2) copies additional calculations dated May 26, 2004 by Daniel Dobbie. Two (2) copies of Truss Approval Letter dated May 26, 2004 by Daniel Dobbie. 3. Title 24 Energy Compliance Documentation:: Two (2) copies dated January 22, 2004 by Energy Calculation Services. 4. Prefabricated Roof Truss Calculations: Two (2) copies dated January 27, 2004 by Longfellow Lumber Co., Inc. These documents were reviewed for their conformance to the 2001 California Building (CBC), Plumbing (CPC), Mechanical (CMC), Electrical (CEC) and Energy Codes. We have no further plan review comments. Enclosed for your. use are the above referenced documents bearing the LP2A plan review stamps on all appropriate sheets. Please let us know if you ha Thank you, Sincerely, LINHART PETERSEN POWERS ASSOCIATES Robert T. Berna I.C.B.O. Plans Examiner RTB:ag Enclosures: ve any questions. i rz� o i 1WLINHART�.PETERS'EN POWERS_.ASSOCIATES 7610 Auburn Boulevard Citrus Heights, CA 95610 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District DY O V f `' - UK) 1' 0 V1 Building Department No. o Ll - L -)G o A.P. Number OLI (04 0 ' 0 Jurisdiction: city County Property Owner bL q Y—i FMA! 14— Property Location/Address Subdivision rA0tA(1T'--(4iY1 aa*J; Lot No. ................ .... ................... .................. ............ ............ ............ Residential Development Q Q Q Sq. Footage Zai 1 No of Living Mobile Home Addition) *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) ................................................................... ............................ . ... Cbmme.rcial/industrial Now Addition Building 'DepaftVnt Representative Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (including Exterior Roofed Areas) ILI— 0 L,/ Date .District Identification No. Or_N':r:;. School District certifies that (Applicant) (Street Address) (Phone Number) (fir C)O\ 1 C -h cp( 0 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 1 7 ^j square_ feet. District Paid by Check # Remarks: �-9U --" - by paynient of $ -) Z) 01 U 2926 $ PFULL MITIGATION $ ez Date Q evn ft* You may protest #0 frapoefflon of the is" identified above by submitting a wftm protest to the District. In compilarm.with Govenunsat Code Section 66020(a), wtttdn 90 days from the date ton are paid. Failure to submit a timely wrillitan protest v4ll'prohM you from cheillierWrig the Imilmitlon of the fan In any court actim M, subsequod to the School District Representative signing this Butte County Schools Impact Fee Certificatlion Form, the School District is nodfied by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA) this project may be wiNed to additional school fen to hilly mktpsteAs Impact on the school dM&kft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (110/03)dmin A i� DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 PROJECT SCOPE: Page: 1 Job No: 4004 Date: January 2004 Mayer Residence PROVIDE ENGINEERING FOR A SINGLE STORY WOOD FRAMED RESIDENCE WITH A TRUSS FRAMED ROOF. DESIGN BEAMS AND HEADERS. COMPARE SEISMIC AND WIND LOADS FOR LATERAL LOADING. DESIGN DIAPHRAGMS AND CHORDS. DESIGN SHEAR WALLS FOR ALLOWABLE SHEAR AND OVERTURNING. DESIGN DATA: 3.0 PSF CALIFORNIA BUILDING CODE 2001 EDITION SEISMIC ZONE ZONE 3 WIND SPEED 75 MPH WIND EXPOSURE EXPOSURE B CONCRETE COMPRESSIVE STRENGTH (Pc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60 KSI GLUE -LAMINATED BEAM COMBINATION SYMBOL: LIVE LOAD = 16.0 PSF SIMPLE SPAN BEAMS 24F -V4 CONTINUOUS AND CANTILEVERED BEAMS 24F -V8 WOOD FRAMING SPECIES DOUGLAS FIR LARCH GRADING AGENCY WWPA ROOF LOADING (SLOPE 6:12) COMPOSITION ROOF 3.0 PSF PLYWOOD 1.8 PSF FRAMING 3.5 PSF GYP BOARD CEILING 2.8 PSF INSULATION 0.5 PSF MECH/ELEC/MISC 1.4 PSF DEAD LOAD = 13.0 PSF LIVE LOAD = 16.0 PSF SNOW LOAD = 30.0 PSF A4N DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 GARAGE HEADER SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM BEAM DEAD LOAD (UBDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Ve) Ve = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd'*Cv DEFLECTION: Page: 2 Job No: 4004 Date: January 2004 Mayer Residence 16.5 FT 6 FT 13 PSF 30 PSF 0.078 KLF 0.180 KLF 0.025 KLF 0.283 KLF 2.33 KIPS 9.6 KIP FT 3 1/8" x 12" GLB (24F -V4) 12 IN 3.125 IN 450 IN^4 1800 KSI 4.13 KIPS 15 KIP FT 1.15 SNOW 2.05 KIPS 4.75 KIPS OK 1.076 18.6 KIP FT OK DEFLECTION DUE TO TUL (Dtul) 0.583 IN DEFLECTION/SPAN RATIO L / 340 DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.212 IN CAMBER (C) C = Ddl * 1.25 0.265 IN GARAGE HEADER: 3 1/8" x 12" GLB (24F -V4) CAMBER 1/4" OK aD DANIEL J. DOBBIE QQ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 8' GARAGE HEADER SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM BEAM DEAD LOAD (UBDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vr) Ve = Vr " Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 " (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mrs) Mr'=Mr*Cd' DEFLECTION: Page: 3 Job No: 4004 Date: January 2004 Mayer Residence 8.50 FT 12.50 FT 13 PSF 30 PSF 0.163 KLF 0.375 KLF 0.025 KLF 0.563 KLF 2.39 KIPS 5.1 KIP FT 4x12#1 11.25 IN 3.5 IN 415.2 IN A 4 1700 KSI 2.49 KIPS 6.76 KIP FT 1.15 SNOW 1.86 KIPS 2.86 KIPS OK 1.145 NOT APPL 7.8 KIP FT OK DEFLECTION DUE TO TUL (Dtul) 0.094 IN DEFLECTION/SPAN RATIO L / 1090 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.031 IN CAMBER (C) C = Ddl * 1.25 0.039 IN NA 8' GARAGE HEADER: 4 x 12 #1 aD DANIEL J. DOBBIE Page: 4 Professional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence ENTRY BEAMS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 8 FT TRIBUTARY ROOF WIDTH (Wr) 6.5 FT ROOF DEAD LOAD (RDL) 13 PSF ROOF LIVE LOAD (RLL) 30 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.085 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.195 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.025 KLF TOTAL UNIFORM LOAD (TUL) 0.305 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.22 KIPS MAXIMUM BENDING MOMENT (Mmax) 2.4 KIP FT TRIAL SIZE: 4 x 8 #1 BEAM DEPTH (d) 7.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 111.1 IN"4 MODULUS OF ELASTICITY (E) 1700 KSI RESISTIVE SHEAR BASE VALUE (Vr) 1.6 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 2.9 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.15 SNOW MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.03 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 1.84 KIPS OK VOLUME FACTORS (Cv) 1.203 NOT APL Cv = k(12/d)^.1 * (5.125/b)^.1 *-(21/1-)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 3.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.149 IN DEFLECTION/SPAN RATIO L / 646 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.053 IN CAMBER (C) C = Ddl * 1.25 0.067 IN ENTRY BEAMS: 4 x 8 #1 DANIEL J. DOBBIE Page: 5 Q Q Professional Engineer Job No: 4004 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 rY Phone/Fax (530) 345-4743 Mayer Residence TYPICAL OPENING HEADER BEAM SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 6.33 FT TRIBUTARY ROOF WIDTH (Wr) 10 FT TRIBUTARY FLOOR WIDTH (Wf) (NO FLR) 0 FT ROOF DEAD LOAD (RDL) 13 PSF ROOF LIVE LOAD (RLL) 30 PSF FLOOR DEAD LOAD (FDL) 0 PSF FLOOR LIVE LOAD (FLL) 0 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.130 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.300 KLF UNIFORM FLOOR DEAD LOAD (UFDL) 0.000 KLF UNIFORM FLOOR LIVE LOAD (UFLL) 0.000 KLF UNIFORM WALL DEAD LOAD (UWDL) 0.075 KLF TOTAL UNIFORM LOAD (TUL) 0.505 KLF RESULTS: MAXIMUM. REACTION (Rmax) 1.60 KIPS MAXIMUM BENDING MOMENT (Mmax) 2.5 KIP FT TRIAL SIZE: 4 x 8 #1 BEAM DEPTH (d) 7.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 111.1 IN^4 MODULUS OF ELASTICITY (E) 1700 KSI ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) 1.300 KSI RESISTIVE SHEAR BASE VALUE (Vr) 1.6 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 2.9 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.15 SNOW FLOOR LOAD DURATION FACTOR (Cdo (NORMAL) 1.00 NORMAL COMPOSITE LOAD DURATION FACTOR (Cd') 1.128 MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.29 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 1.80 KIPS OK VOLUME FACTORS (Cv) 1.232 NOT APPL Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd' 3.3 KIP FT OK UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 9.3 FACTOR (lu / d) 10.5 >7 EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d 146 IN FACTOR (KbE) (0.438 VISUALLY GRADED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 8.643 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") 3.2 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.097 IN DEFLECTION/SPAN RATIO L/ 786 OK DEAD. LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.039 IN CAMBER (C) C = Ddl * 1.25 0.049 IN TYPICAL OPENING HEADER: 4 x 8#1 DANIEL J. DOBBIE Page: 6 Q Q Professional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence MAIN ENTRY HEADER BEAM SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 5.33 FT TRIBUTARY ROOF WIDTH (Wr) 14 FT TRIBUTARY FLOOR WIDTH (Wf) (NO FLR) 0 FT ROOF DEAD LOAD (RDL) 13 PSF ROOF LIVE LOAD (RLL) 30 PSF FLOOR DEAD LOAD (FDL) 0 PSF FLOOR LIVE LOAD (FLL) 0 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.182 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.420 KLF UNIFORM FLOOR DEAD LOAD (UFDL) 0.000 KLF UNIFORM FLOOR LIVE LOAD (UFLL) 0.000 KLF UNIFORM WALL DEAD LOAD (UWDL) 0.075 KLF TOTAL UNIFORM LOAD (TUL) 0.677 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.80 KIPS MAXIMUM BENDING MOMENT (Mmax) 2.4 KIP FT TRIAL SIZE: 4 x 8 #1 BEAM DEPTH (d) 7.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 111.1 IN"4 MODULUS OF ELASTICITY (E) 1700 KSI ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) 1.300 KSI RESISTIVE SHEAR BASE VALUE (Vr) 1.6 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 2.9 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.15 SNOW FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) 1.00 NORMAL COMPOSITE LOAD DURATION FACTOR (Cd') 1.133 MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.40 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 1.81 KIPS OK VOLUME FACTORS (Cv) 1.253 NOT APPL Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd' 3.3 KIP FT OK UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 8.6 FACTOR (lu / d) 8.8 >7 EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d 126 IN FACTOR (KbE) (0.438 VISUALLY GRADED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 9.985 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") 3.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.065 IN DEFLECTION/SPAN RATIO L/ 983 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.025 IN CAMBER (C) C = Ddl * 1.25 0.031 IN TYPICAL OPENING HEADER: 4 x 8 #1 aD DANIEL J. DOBBIE Page: 7 Professional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SIMPLIFIED DESIGN SEISMIC ZONE: ZONE 3 NEAR SOURCE FACTOR (Na): NOT APPL 1.0 SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL TYPE A CLOSEST DISTANCE SEISMIC SOURCE NOT APPL 2 KM SOIL PROFILE TYPE (S): TYPE SD SEISMIC COEFFICIENT (Ca): 0.36 OVERSTRENGTH COEFFICIENT (R) 5.5 LT FRAMED . FINAL SEISMIC FACTOR (3.0* Ca/ R) = 0.1964 x W BUILDING MASS (W) (TRANSVERSE DIRECTION): ROOF: 3686 *.013 = 47.9 KIPS INT WALLS: .008 * 10/2 * 84 = 3.4 KIPS EXT WALLS: .014 * 11/2 * 76 * 2 = 11.7 KIPS TOTAL 63.0 KIPS SEISMIC LOAD (Vs) (TRANSVERSE DIRECTION): 12.4 KIPS SEISMIC LOAD FOR ALLOWABLE WORKING STRESS 8.8 KIPS REDUNDANCY FCTOR (12): = 2 - 20 / (rmax * Ab"0.5) 0.95 <1 USE: 1 TYPE OF SHEAR ELEMENTS SHEARWALLS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) 13 FT LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) 6.19 KIPS TOTAL BASE SEISMIC SHEAR (Vs) 12.4 KIPS FACTOR (rmax) = Vsw / Vs * 10 / Lsw 0.38 GROUND FLOOR AREA (Ab) 2453 FT^2 AMPLIFICATION FACTOR (omega) 2.8 WIND ANALYSIS WIND PRESSURE (P): P = Ce * Cq " qs * Iw WIND EXPOSURE: B EXPOSURE WIND SPEED: 75 MPH MAXIMUM HEIGHT OF STRUCTURE (H): 19 FT COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Cel ABOVE GRADE (FT) 40'- 60' hl = 0 0.84 0.00 30'- 40' h1 = 0 0.84 0.00 25'- 30' h2 = 0 0.76 0.00 20'- 25' h3 = 0 0.72 0.00 15'- 20' h4 = 4 0.67 2.68 0'- 15' h5 = 15 0.62 9.30 TOTAL h'= 19 TOTAL (Ke) 11.98 FINAL FACTOR (Ce'): Ce' = (h Ce') / h' 0.631 PRESSURE COEFFICIENT (Cq) (METHOD 2): 1.3 WIND STAGNATION PRESSURE (qs): 15 PSF WIND IMPORTANCE FACTOR (Iw): 1.00 FINAL WIND PRESSURE (P): 12.30 PSF AREA OF WIND LOADING (TRANSVERSE DIRECTION)o BUILDING WIDTH (Wb) (AT GROUND LEVEL): 76 FT ELEVATION OF LOWEST DIAPHRAGM (Hd): 9 FT AREA OF EXPOSURE (Ae): 1248 SQ FT ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): 906 SQ FT ADJUSTED PRESSURE LOADING DIAPHRAGM (P') 12.36 PSF WIND LOADING (Vw) (TRANSVERSE DIRECTION): 11.2 KIPS WIND GOVERNS \Din DANIEL J. DOBBIE Page: 8 Professional Engineer Job No: 4004 ZIW�Q1T,:,;: 20 Mayfair Drive °tea Chico, CA 95973-0707 Date: January 2004 1. Phone/Fax (530) 345-4743 Mayer Residence ROOF DIAPHRAGM & CHORDS ROOF DIAPHRAGM: (TRANSVERSE LOADING) LOAD TO GARAGE SUBDIAPHRAGM (Vr)=11.2`35.5/84.5 4.71 KIPS DIAPHRAGM WIDTH (W): 22.00 FT DIAPHRAGM LENGTH (L) 35.50 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.107 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF ADJUST FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.176 KLF ROOF DIAPHRAGM: 15/32" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 10d BOX @ 6" O.C. FIELD NAIL = 10d BOX @ 12" ox. ROOF CHORD FORCES (LOADS APPLIED / DIR)• MAXIMUM CHORD FORCE (C=T): C = T = Vr'L/(8"W) 0.95 KIPS TOP WALL PLATE SPLICE: (TOP WALL PLATE CHORDS) TOP WALL PLATE 2 - 2 x 4 #2 CROSS SECTIONAL AREA (1 - 2 x 4) 5.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 SIZE FACTOR (Ct) 1.5 ADJUSTED ALLOWABLE TENSION (Ft') 1.147 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 6.0 KIPS OK TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) SIDE & MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fern) 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) 2.2 FACTOR (Re) = Fem/Fes 1 FACTOR (k1) 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE Is Z= 469 LBS MODE Illm Z= 171 LBS MODE Ills Z= 171 LBS MODE IV Z= 118 LBS GOVERNING MODE: MODE IV Z= 118 LBS PENETRATION DEPTH FACTOR (Cd) = p / (12"D) (0.0) 0.845 ADJUSTED LATERAL DESIGN VALUE: ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z' " CD) 7 NAILS USE: 16 -16d SINKER NAILS TYPICAL ROOF DIAPHRAGM 2 - 2 x 4 #2 TOP WALL PLATES CHORDS: 8'- 0" MIN. LAP AT SPLICES W/ 16 -16d SINKER NAILS BETWEEN SPLICES aD DANIEL J. DOBBIE Page: 9 Professional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence DIAPHRAGM SHEARS ADJUSTED FOR NAILS OTHER THAN COMMON NAILS DESIGN DATA: BASE SHEAR VALUES USED FOR COMMON NAILS FROM: 2001 CBC TABLE 23-II-H HORIZONTAL WOOD STRUCTURAL PANEL SHEARS 2001 CBC TABLE 23-II-1-1 WOOD STRUCTURAL PANEL SHEAR WALL SHEARS ADJUSTMENT FACTOR BASED ON NATIONAL DESIGN SPEC SECTION 12.3.1 SIDE MEMBER SPECIES DOUGLAS FIR-LARCH MAIN MEMBER SPECIES DOUGLAS FIR-LARCH YIELD STRENGTH OF NAIL (Fyb) (ASTM F 1667) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fem) 4650 PSI USE ADJUSTMENT FACTORS IN FINAL DIAPHRAGM DESIGN NAIL SELECTION CHART: TYPE DIAMETER LENGTH 8d COOLER 0.113 2 3/8 8d BOX 0.113 2 1/2 10d COOLER 0.120 2 7/8 10d BOX 0.128 3 12d BOX 0.128 3 1/4 8d COMMON 0.131 2 1/2 16d BOX 0.135 3 1/2 10d COMMON 0.148 3 12d COMMON 0.148 3 1/4 16d SINKER 0.148 3 1/4 16d COMMON 0..162 3 1/2 ROOF DIAPHRAGM: STRUCTURAL PANEL THICKNESS (t) 15/32 IN NAIL SIZE USED FOR BASE DESIGN VALUES 8d COMMON NAIL SIZE TO BE USED IN CONSTRUCTION 10d BOX ADJUSTMENT FACTOR: 10d BOX 8d COMMON NAIL DIAMETER (D) 0.128 IN 0.131 IN THICKNESS OF SIDE MEMBER (ts) 15/32 IN 15/32 IN PENETRATION MAIN MEMBER (p) 1.5 IN 1.5 IN FACTOR (KD) 2.2 2.2 FACTOR (Re) = Fern/Fes 1 1 FACTOR (k1) 1.069 1.072 FACTOR (k2) 1.624 1.650 FIND LEAST YIELD MODE: MODE Is Z= 127 LBS 130 LBS MODE Illm 127 130 Z= 145 LBS 148 LBS MODE Ills Z= 69 LBS 71 LBS MODE IV 69 71 Z= 88 LBS 92 LBS GOVERNING MODE: Z= 69 LBS 71 LBS PENETRATION DEPTH FACTOR (Cd): Cd = p / 12"D (< 1.0) 0.977 0.954 ALLOWABLE LOADS (Z') = Z"Cd 67 LBS 68 LBS ALLOWABLE SHEAR ADJUSTMENT FACTOR: 0.98 USE: 10d BOX IN LIEU OF 8d COMMON AT ROOF DIAPHRAGM aD DANIEL J. DOBBIE Page: 10 Professional Engineer Job No: 4004 20 Mayfair Drive Date: January2004 Chico, CA 95973-0707 Phone/Fax (530) 3454743 Mayer Residence SHEAR WALL AT BDRMS 1 & 2 EAST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 " 426/2 TOTAL SHEAR COLLECTED TO WALL LINE M: 2.64 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 5.00 FT P2: 9.00 FT 13.50 FT TOT WIDTH = 18.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.143 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUSTMENT FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P2 DATA: PANEL WIDTH (W): 13.50 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.93 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.178 KLF APPLIED LEFT DOWN LOAD (Pld): 0.18 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.18 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 11.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 12.4 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.76 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" aD DANIEL J. DOBBIE Page: 11 Professional Engineer Job No: 4004 20 Mayfair Drive Date: January2004 Chico, CA 95973-0707 Phone/Fax (530) 3454743 Mayer Residence SHEAR WALL AT BDRMS 1 & 2 EAST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * 426/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.64 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 5.00 FT P2: 9.00 FT 13.50 FT . TOT WIDTH = 18.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.143 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUSTMENT FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL_ P1 DATA: PANEL WIDTH (W): 5 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.71 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.178 KLF APPLIED LEFT DOWN LOAD (Pld): 0.18 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.18 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 4.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 2.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.2 KIP FT. LEFT DOWN LOAD REACTION (Rd): 1.69 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.44 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" aD DANIEL J. DOBBIE Page: 12 Professional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT GARAGE EAST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * 332/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.06 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 16.00 FT TOT WIDTH = 16.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.129 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUSTMENT FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL =10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 16 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.06 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? YES UNIT DEAD LOAD TO PANEL (w): 0.191 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo): 18.5 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 16.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.20 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.14 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 13 Job No: 4004 Date: January 2004 Mayer Residence SHEAR WALL AT GARAGE WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * (332+297)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.90 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 13.00 FT TOT WIDTH = 13.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.300 KLF ALLOWABLE UNIT SHEAR (va): 0.360 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.343 KLF 'B' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 4" o.c. FIELD NAIL =10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 13 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.90 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.327 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 23.4 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 18.4 KIP FT HD REQ'D NET OVERTURNING MOMENT (Moet): 5.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.63 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.38 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2- 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 "o.c. USE: 22" DANIEL J. DOBBIE Page: 14. z< \rwn Professional Engineer Job No: 4004 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT KITCHEN/FAMILY RM WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 " (465+208)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.17 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 10.00 FT TOT WIDTH = 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.417 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.480 KLF 'C' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 10d BOX @ 3", FIELD 10d BOX @ 12" .4x FRMG AT ABUTTING EDGES, 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 10.00 FT PANEL HEIGHT (H): 10.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 4.17 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOACft PANEL (w): 0.166 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 27.8 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 5.5 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 22.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.89 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.23 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 8 "o.c. USE: 8" aDDANIEL J. DOBBIE Page: 15 Q Professional Engineer Job No: 4004 tea_ 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT OFFICE EAST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0124 * (297+218)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.19 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 7.50 FT TOT WIDTH = 7.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.425 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.480 KLF 'C' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 10d BOX @ 3", FIELD 10d BOX @ 12" 4x FRMG AT ABUTTING EDGES, 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 7.50 FT 10.00 FT 3.19 KIPS WIND NO 0.243 KLF 0.10 KIPS 0.00 KIPS 0.00 KIPS 21.3 KIP FT 4.6 KIP FT HD REQ'D 16.7 KIP FT 4.15 KIPS -2.23 KIPS 3.61 KIPS OK 4.42 KIPS OK 2x SILL PL 0.48 KIPS 8 "o.c. USE: 8" DANIEL J. DOBBIE Page: 16 Q D Professional Engineer Job No: 4004 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT LIVING ROOM WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0124 * (208+212)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.60 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 5.00 FT P2: 10.00 FT 6.00 FT TOT WIDTH = 11.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.236 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6".o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (w): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 5 FT 10 FT 1.18 KIPS WIND NO 0.200 KLF 0.34 KIPS 0.00 KIPS 0.00 KIPS 7.9 KIP FT 1.7 KIP FT HD REQ'D 6.2 KIP FT 2.58 KIPS -1.24 KIPS 3.61 KIPS OK 4.42 KIPS OK 2x SILL PL 0.48 KIPS 30 "o.c. USE: 30" \Din DANIEL J. DOBBIE Page: 17 Professional Engineer Job No: 4004 20 Mayfair Drive Date: January2004 Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT OFFICE WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0124 " (218+84)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.87 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 5.50 FT TOT WIDTH = 5.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.340 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.343 KLF 'B' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 4" O.C. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 5.50 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.87 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.204 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 11.2 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 2.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 9.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.79 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.67 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 "o.c. USE: 22" DANIEL J. DOBBIE Page: 18 Q\rwn Professional Engineer Job No: 4004 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT MASTER BATH WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0124 " (84+60)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.89 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 8.00 FT TOT WIDTH = 8.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.111 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.266 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL =10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANE_ L P1 DATA: PANEL WIDTH (w): 8.00 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.89 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.178 KLF APPLIED LEFT DOWN LOAD (Pld): 0.16 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 5.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 3.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.78 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.19 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT.1/2"BOLTS TO FOUNDATION 30 "o.c. USE: 30" aD DANIEL J. DOBBIE Page: 19 Professional Engineer Job No: 4004 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 rY Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT MASTER BEDROOM WEST WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0124 * (212)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.31 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 8.00 FT TOT WIDTH = 8.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.164 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" O.C. FIELD NAIL = 10d BOX @ 12" ox. PANEL P1 DATA: PANEL WIDTH (W): 8.00 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.31 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.191 KLF APPLIED LEFT DOWN LOAD (Pld): 0.14 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.14 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 7.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 4.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 3.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.19 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.38 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" aD DANIEL J. DOBBIE Page: 20 Q Q Professional Engineer Job No: 4004 a 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT GARAGE SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * (243)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.51 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 3.50 FT P2: 9.00 FT 3.50 FT P3: 9.00 FT 3.50 FT TOT WIDTH = 10.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.144 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3.50 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.50 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.191 KLF APPLIED LEFT DOWN LOAD (Pld): 0.85 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 3.0 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 2.2 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.16 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.64 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" DANIEL J. DOBBIE Page: 21 Q Q Professional Engineer Job No: 4004 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 rY Phone/Fax (530) 3454743 Mayer Residence SHEAR WALL AT OFFICE SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 - (84)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.52 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 4.50 FT TOT WIDTH = 4.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.116 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 4.50 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.52 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.191 KLF APPLIED LEFT DOWN LOAD (Pld): 0.19 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 3.1 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.3 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.45 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.41 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" �D DANIEL J. DOBBIE Page: 22 Professional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT MASTER BATH SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * (84+160)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.99 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 8.00 FT TOT WIDTH = 8.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.124 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 4.50 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.56 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.191 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 3.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.3 KIP FT NET OVERTURNING MOMENT (Mnet): 2.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.32 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.46 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. SEE NEXT PAGE FOR SHEAR WALL WITH OPENING HD REQ'D OK OK USE: 30" aD DANIEL J. DOBBIE Page: 23 QQ Professional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence OPENING IN SHEAR WALL DESIGN DATA: BLOCK AND STRAP ACROSS CORNERS LENGTH OF SHEAR WALL: (Lsw) 8.00 FT LENGTH OF OPENING: (Lo) 6.00 FT NET LENGTH OF SHEAR'WALL: (Ln) 2.00 FT SHEAR FORCE TO WALL LINE M 0.99 KIPS UNIT SHEAR ABOVE & BELOW OPENING (vab) 0.124 KLF UNIT SHEAR AT OPENING (vo) (DEDUCT OPENING) 0.495 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.627 KLF 'D' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 10d BOX @ 2", FIELD 10d BOX @ 12" 4x FRMG AT ABUTTING EDGES MAXIMUM DRAG FORCE AT CORNERS OF OPENING: AMPLIFICATION FACTOR (omega) 2.8 LOAD DURATION FACTOR (Cd) 1.70 UNAMPLIFIED FORCE AT ONE CORNER (Fc) = vab*Lo/2 0.371 KLF AMPLIFIED FORCE AT ONE CORNER (Fc') = Fc * omega 1.04 KIPS DRAG CONNECTION: (97 UBC SEC 1630.8.2.1 FOR FACTOR ADJUSTMENT) ALLOWABLE LOAD 'ST6224 STRAP (12" LAP) = 2.52*1.7/1.33 3.22 KIPS DRAG CONNECTION: SIMPSON 'ST6224' STRAP 12" LAP OVER HEADER & SILL W/ 4x BLK'G BETWEEN STUDS aDDANIEL J. DOBBIE Page: 24 QProfessional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 3454743 Mayer Residence SHEAR WALL AT DINING ROOM SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 8.8 / 3686' 400 TOTAL SHEAR COLLECTED TO WALL LINE (V): 0.95 KIPS PANEL SIZES: HEIGHT WIDTH P1: 11.00 FT 3.17 FT TOT WIDTH = 3.17 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.300 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.343 KLF 'B' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 4" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3.17 FT PANEL HEIGHT (H): 11.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.95 KIPS DOES WIND OR SEISMIC GOVERN? SEISMIC IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.336 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: OVERTURNING MOMENT (Mo) 10.5 KIP FT DEAD LOAD RESISTING MOMENT (Mr): 1.7 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 8.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 3.83 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.76 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 "o.c. USE: -22" aD DANIEL J. DOBBIE Page: 25 Q Q Professional Engineer Job No: 4004 20 Mayfair Drive Date: January 2004 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT GARAGE BEDROOM 1 COMMON WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V =.0124 * (243+311)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.43 KIPS PANEL SIZES: HEIGHT WIDTH P1:. 9.00 FT 21.00 FT TOT WIDTH = 21.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.163 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 21.00 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 3.43 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.202 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd). 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 20.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 29.7 KIP FT NO OT NET OVERTURNING MOMENT (Mnet): 0.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.24 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) 0.00 KIPS NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 26 Job No: 4004 Date: January 2004 Mayer Residence SHEAR WALL AT MASTER BEDROOM SOUTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * (160+230)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.42 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 7.00 FT TOT WIDTH = 7.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.346 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.343 KLF 'B' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 4" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL. WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): . RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 7.00 FT 9.00 FT 2.42 KIPS WIND NO 0.204 KLF 0.00 KIPS 0.00 KIPS 0.00 KIPS 14.5 KIP FT 3.3 KIP FT HD REQ'D 11.2 KIP FT 3.03 KIPS -1.60 KIPS 3.61 KIPS OK 4.42 KIPS OK 2x SILL PL 0.48 KIPS 22 "o.c. USE: 22" aDDANIEL J. DOBBIE Page: 27 QProfessional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT MSTR BDRM/LIVING/BATH 2 NORTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * (243+220)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.87 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 3.00 FT P2: 9.00 FT 9.00 FT TOT WIDTH = 12.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.239 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL =10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (W): 3.00 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.72 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.178 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 4.3 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 0.5 KIP FT- HD REQ'D NET OVERTURNING MOMENT (Mnet): 3.8 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.79 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.26 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" DANIEL J. DOBBIE Page: 28 Q D Professional Engineer 20 Mayfair Drive Job No: 4004 Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 3454743 Mayer Residence SHEAR WALL AT MSTR BDRM/LIVING/BATH 2 NORTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 * (243+220)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.87 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 3.00 FT P2: 9.00 FT 9.00 FT TOT WIDTH = 12.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.239 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" O.C. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P2 DATA: PANEL WIDTH (w): 9.00 FT PANEL HEIGHT (H): 9.00 FT TOTAL SHEAR RESISTED BY PANEL (V): 2.15 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.178 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 12.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 4.8 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 8.1 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.50 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.90 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 30 "o.c. USE: 30" aDDANIEL J. DOBBIE Page: 29 QProfessional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence SHEAR WALL AT FAMILY RM/BEDROOM 2 NORTH WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0124 - (220)/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.36 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 3.00 FT P2: 9.00 FT 4.00 FT TOT WIDTH = 7.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.194 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.255 KLF 'A' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL = 10d BOX @ 6" o.c. FIELD NAIL = 10d BOX @ 12" o.c. PANEL P1 DATA: PANEL WIDTH (w): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 3.00 FT 9.00 FT 0.58 KIPS WIND NO 0.178 KLF 0.00 KIPS 0.00 KIPS 0.00 KIPS 3.5 KIP FT 0.5 KIP FT HD REQ'D 3.0 KIP FT 1.52 KIPS -0.99 KIPS 3.61 KIPS OK 4.42 KIPS OK 2x SILL PL 0.48 KIPS 30 "o.c. USE: 30" DANIEL J. DOBBIE QQ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 Page: 30 Job No: 4004 Date: January 2004 Mayer Residence DRAG CONNS AT MSTR BDRM/LIVING/BATH 2 SHEAR WALL FIND DRAG FORCES AT CONNECTIONS ALONG SHEAR WALL 3.32 KIPS DESIGN DATA: 0.255 KLF DIAPHRAGM TRIBUTARY LENGTH TO DRAG LINE (Ld) 76.00 FT LENGTH OF SHEAR PANEL P1 (LP1) 3.00 FT LENGTH OF SHEAR PANEL P2 (LP2) 10.00 FT TOTAL LENGTH OF SHEAR WALL ON DRAG LINE (Lsw) 13.00 FT LENGTH OF DIAPHRAGM TO LEFT OF P1 (LD1) 0.00 FT LENGTH OF DIAPHRAGM BETWEEN P1 AND P2 (LD2) 49.50 FT LENGTH OF DIAPHRAGM TO RIGHT OF P2 (LD3) 13.50 FT TOTAL DRAG FORCE TO DRAG LINE (F) 2.87 KIPS MAXIMUM DRAG FORCE AT CONNECTION: MAX DRAG FORCE CAPABLE TO DRAG LINE (F')=vsw*Lsw 3.32 KIPS ALLOWABLE UNIT SHEAR (vsw) ('A' WALL) 0.255 KLF UNIT SHEAR OVER WIDTH OF DIAPHRAGM (vd) = F' / Ld 0.044 KLF NET UNIT SHEAR ALONG SHEAR WALLS (vt) = vsw - vd 0.211 KLF MAXIMUM DRAG FORCE AT CONNECTION (F1) = vd * LD1 0.00 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F2) = F1 - vt " LP1 -0.63 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F3) = F2 + vd * LD2 1.52 KIPS MAXIMUM DRAG FORCE AT CONNECTION (F4) = F3 - vt * LP2 -0.59 KIPS CONNECTION AT F2 & F4• LOAD DURATION FACTOR (Cd) 1.33 TOP PLATE CHORD SPLICE CAPACITY (16-16d SINKERS) 2.1 KIPS CONNECTION AT F3: LOAD DURATION FACTOR (Cd) 1.33 ALLOWABLE LOAD SIMPSON 'CMSTC16' COIL STRAP 4.69 KIPS FACTOR FOR 16d SINKERS vs COMMON NAILS 0.840 FACTORED ALLOWABLE LOAD 'CMSTC16' 3.94 KIPS SHEAR PANEL TRANSFER BETWEEN PL +9' & PL +12' TOTAL SHEAR COLLECTED TO WALL LINE M: 1.52 KIPS PANEL SIZES HEIGHT WIDTH P1: 3.00 FT 4.00 FT TOT WIDTH = 4.00 FT RESULTING UNIT SHEAR AT PANEL (v): 0.381 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF ADJUST FACTOR FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.480 KLF 'C' SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 10d BOX @ 3", FIELD 10d BOX @ 12" 4x FRMG AT ABUTTING EDGES 4,%. DANIEL J. DOBBIE Page: 31 Professional Engineer Job NO: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence SPREAD FOOTING @ GIRDER TRUSS B2 CONCENTRIC POINT LOAD ON SQUARE FOOTING DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: DEAD POINT LOAD (Pdl) 5.98 KIPS LIVE POINT LOAD (PII) 5.63 KIPS TOTAL POINT LOAD (Ptl) 11.61 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 11.61 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 3.41 FT USE SQUARE FOOTING SIZE: 3.50 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 8.4 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 9.6 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.465 KSF ULTIMATE MOMENT (Mu) 7.9 KIP FT REINFORCING STEEL RATIO (p) 0.00058 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00077 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.276 IN^2 USE: 3 - #4 EACH WAY As = 0.60 IN^2 TWO WAY SHEAR: 7 LENGTH OF SQUARE BEARING (Lb) (ONE SIDE) 8.00 IN ULTIMATE TWO WAY SHEAR (Vu): 15.17 KIPS ALLOWABLE SHEAR FOR CONCRETE (phiVc) 95.37 KIPS NO SHEAR REINF REQ'D FTG Cad B2: 3'- 6" SQUARE x 12" THK. W/ 3 - #4 EA WAY DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 HEADER OVER ENTRY MASTER BEDROOM DESIGN DATA: Page: 32 Job No: 4004 Date: January 2004 Mayer Residence MAX SPAN LENGTH (L) 4 FT LIVE LOAD (LL) 30 PSF DEAD LOAD (DL) 13 PSF TOTAL LOAD (TL) 43 PSF BEAM & WALL WEIGHT (wb) 0.035 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 2.65 KIPS LOCATION Pconc FROM LEFT SUPPORT,(>U2) 3.5 FT UNIFORM LIVE LOAD (wll) 0.225 KLF UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.133 KLF TOTAL UNIFORM LOAD (wtl) 0.358 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0 KIPS RESULTS: RIGHT REACTION (Rr) 3.03 KIPS LEFT REACTION (RI) 1.05 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 2.00 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.7 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 0.7 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 1.4 KIP FT TRIAL SIZE: 4 x 12 #1 BEAM DEPTH (d) 11.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 415.2 IN^4 MODULUS OF ELASTICITY (E) 1700 KSI ALLOWABLE BENDING STRESS (Fb) 1.100 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.49 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.92 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.15 SNOW MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 2.70 KIPS FINAL RESISTIVE SHEAR (Ve) Ve = Vr * Cd 2.86 KIPS VOLUME FACTORS (Cv) = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.185 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.234 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.345 'COMPOSITE VOLUME FACTOR (Cv') 1.210 NOT APPL Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot ADUSTED RESISTIVE MOMENT (Me) Mr' = Mr*Cd 6.8 KIP FT UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 10.1 FACTOR (lu / d) 45.9 EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d 112 IN FACTOR (KbE) (0.438 VISUALLY GRADED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 7.240 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Me') 6.7 KIP FT DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.002 IN DEFLECTION DUE TO wtl (Dwtl) 0.003 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.005 IN DEFLECTION/SPAN RATIO L/ 10487 HEADER OVER ENTRY MSTR BDRM: 4 x 12 #1 CI:i OK >7 OK aDDANIEL J. DOBBIE Page: 33 QProfessional Engineer Job No: 4004 20 Mayfair Drive Chico, CA 95973-0707 Date: January 2004 Phone/Fax (530) 345-4743 Mayer Residence HEADER OVER ENTRY TO OFFICE DESIGN DATA: MAX SPAN LENGTH (L) 5.33 FT LIVE LOAD (LL) 30 PSF DEAD LOAD (DL) 13 PSF TOTAL LOAD (TL) 43 PSF BEAM & WALL WEIGHT (wb) 0.035 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 3.07 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) 4.83 FT UNIFORM LIVE LOAD (wll) 0.225 KLF UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.126 KLF TOTAL UNIFORM LOAD (wtl) 0.351 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0 KIPS RESULTS: 2000 KSI RIGHT REACTION (Rr) 3.72 KIPS LEFT REACTION (RI) 1.22 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 2.67 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 0.8 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 1.2 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.0 KIP FT TOTAL BENDING MOMENT (Mtot) 2.0 KIP FT TRIAL SIZE: BOISE CASCADE 3 1/2" x 11 1/4" VERSALAM BEAM DEPTH (d) 11.25 IN BEAM WIDTH (b) 3.5 IN MOMENT OF INERTIA (1) 415.3 IN44 MODULUS OF ELASTICITY (E) 2000 KSI ALLOWABLE BENDING STRESS (Fb) 3.080 KSI RESISTIVE SHEAR BASE VALUE (Vr) 7.481 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 19.086 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF, EQ, IMP) 1.15 SNOW MAXIMUM SHEAR (Vmax) Vmax = Pmax.- (w * d/12) 3.39 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 8.60 KIPS OK VOLUME FACTORS (Cv) = k(12/d)^.1 * (5.125/b)".1 * (21/L)".1 k = 0.96 - CONC LOAD NOT AT MIDSPAN (Cvconc) 1.151 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.199 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.307 COMPOSITE VOLUME FACTOR (Cv') 1.181 Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot ADUSTED RESISTIVE MOMENT (Mr) Mr = Mr*Cd*Cv 25.9 KIP FT OK UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b"2)^.5 11.3 FACTOR (lu / d) 45.9 >7 EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d 138 IN FACTOR (KbE) (0.438 VISUALLY GRADED) 0.438 FACTOR (FBe) FBe = KbE*E/RB^2 6.912 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") 25.0 KIP FT OK DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.002 IN DEFLECTION DUE TO wtl (Dwtl) 0.008 IN DEFLECTION DUE TO Pms (Dms) 0.000 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.010 IN DEFLECTION/SPAN RATIO L / 6394 HEADER OVER ENTRY TO OFFICE: 3 1/2" x 11 1/4" VERSALAM b aD DANIEL J. DOBBIE Page: 34 Professional Engineer Job No: 4004 20 Mayfair Drive Date: January Chico, CA 95973-0707 2004 Phone/Fax (530) 345-4743 Mayer Residence POSTS AT ENTRY TO OFFICE HEADER DESIGN DATA: - UNITS 91 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fce/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 8.00 FEET EFFECTIVE LENGTH (le) 96 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 3.5 INCHES le/d RATIO 27.43 2 - 2x4 TRIMMERS CROSS SECTIONAL AREA (A) 10.5 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 638.0 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.523 KSI ALLOWABLE TRIMMER LOAD (Pa) 5.49 KIPS ACTUAL TRIMMER LOAD (Pac 3.72 KIPS SPREAD FOOTING TRIMMER UNDER @ OFFICE DESIGN DATA: ENTRY HDR ALLOWABLE SOIL BEARING PRESSURE 1200 PSF CONCRETE COMPRESSIVE STRENGTH (f c) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: DEAD POINT LOAD (Pdl) 1.13 KIPS LIVE POINT LOAD (1311) 2.59 KIPS TOTAL POINT LOAD (Ptl) 3.72 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 3.10 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 1.76 FT USE SQUARE FOOTING SIZE: 2.00 FT FOOTING DESIGN: _ REINFORCING DEPTH (d).d = V12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 1.6 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 4.4 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.496 KSF ULTIMATE MOMENT (Mu) 1.5 KIP FT REINFORCING STEEL RATIO (p) 0.00019 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00026 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.052 IN^2 USE: 2 - #4 EACH WAY As = 0.40 IN"2 FOOTING: 2'- 0" SQUARE x 12" THK. W/ 2 - #4 EA WAY ��• �`� ���' �� � �� i'y�' ?,fir iL !. -JiC 14 ff Sir SSM jr z It .'� ' lupi iPP' ■_q y r �F � - t` '�� -�..ir. ' t •� �. � • fi T ■iii t - ~�i r Rt' ■. i�"•■ � :, is '% � . 4� ' � is �'•` ,'jj'Y {•■ � ry�r �* =�'r" �- f ❑ �►' i. L l ria 10 141 ��., ..� ,tea ,,,j�■-�■�M��,'��iC� .Y■ � • � ',. .rC _ TO PAINTER ETURN TO CHICO EH At" LARRYSITE PLAN REVIEW APPLICATION Date: "30-6 qAP# 4y —00, Permit Number (if applicable) Q 50 Bin Number _ 2Z APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 3 f olm Telephone No.: .L Situs Address: o I 40 n101 • • Proposed Use: Residential .S 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: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well _AgriculturalBuffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval fli Site Plan Stamped Approved By Date 2 — 2— O Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE 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 attached) • Flood Zone: • Flood Panel No.: D -7 Index Date: 6-8-96 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) E] 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/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ED Minor Variance ❑Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: P y • Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front CJD � Side Side Street Rear � a> c)Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula • ' ❑Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ 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: •' Parcel. Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ 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 MR Subdivision Map/Parcel Map: y'.) 0 -AIC --s es 1 Map Date of Recording: ) `Z - rL9 Lot: Book: Page:46 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval: A tqCK ET�> 2 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. The Erosion Control PI must be prepared by a registered civil engineer or other qualified professional and bo submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ 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. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 701 Page 4 of 5 /a r NOTES,•nol loleoded to allecl record lil/e loleresl I. Each building lot shall provide three off-street parking spaces. •2. Flammable vegetation to be removed within 30 feet of all structures in accordance with the fire safe regulations of Butte County and PRC 4290, 3_ All roof surfacing shall be constructed of Class B or better roofing materials. All building projections, such as roof eaves, and exposed underfloorings , such as decks, shall be enclosed underneath. 4. Installation of an approved pressurized water hydrant system shall be completed prior to habitation of . the first dwelling unit. 5. Perimeter fencing shall be restricted to barbed wire of five strands or less, the bottom strand to be a minimum of 16" above ground, the top strand to be a maximum of 60" above ground. With the excep- tion of the 26.16 acre sanitary sewer pond and irrigation easement. 6. All construction shall maintain a minimum distance of 50 feet from the roadway centerline and 5 feet from any property line. 7. Road construction activities shall be limited to the dry season of the year,(approximatel'y April through September). 8. All foundations shall be constructed in accordance with the geotechnical investigation for Lime Saddle Ridge Estates , now known as Mountain Oaks Estates, by Laver L. Roper dated June 6, 1990, on file with the Butte County Public Works Deportment. 9. If applicable, Deer Herd fees will be required to be paid at time of securing building permits. 10. Property owner shall join and pay taxes or assessments to a fire protection district if and when one is established in the area. • 0 E.M. USE ONLY Piot Plan Anached Floor Plan Attached Sent to B.D. a -/ s --V TO: Buildi epartment FROM: vironmental Health SUBJEC Sanitation Clearance =:::�)()Ll Ovyn r Location AP# Plan Approv f Sewage Disposal Water Suppl Public Private Well Cleara cefo welling. Other old final for: Final clearan O.K. fo NO . i r 1/4 1— Environmental Health Specialist 8/96 s.�•a4 G,0 to AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2®0• —1010Za 1 6 1 7 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:02AM 15 -Apr -2004 REC FEE 16.00 Myles Page 1 of 4 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 n permit. The property described herein is adjacent to land or inciuded within an area zoned for agricultural purposes, A an_d residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticide's, 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: S1,cE ATT/4ckieo ®b1� . G , .,B RfrM X14 Date PROPERTY O ERS: r ^I State of California ) 6 /IV &,E R County of dw7"7-C ) On /�%2G/-/ u 2�CcD'r/ before me, LF-ONARD J-4, MAY5R ,8ER&MAIV NANCY WA` ER personally appeared D �.. G. Ari d,JGAC kvoiiAtL d p74V&epersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose nam s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offici I sea ROSE HENl3BR gN SignaturL;�t�'� Seal: Comm..O 1180261/ A.P. # .NOTARY P.UEIWC CALIFORNIA R Butte County _My C,gmm. Expires Oct. 14,2004 6 Preliminary Report Description Order No. BU -196923-2 CH The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: LOT 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. TIRS DEED- IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED MAY 22, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-16637, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-640-004-000 PARCEL II: ANON -EXCLUSIVE RIGHT AND EASEMENT OF.ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES,, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BU'T'TE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. _.__.. __PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NON -REVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. .ALL THAT CERTAIN REAL PROPERTY SITUATE .IN THE COUNTY OF. BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED Preliminary Report Order No. BU -196923-2 CH PARCEL III: CONTINUED BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05'47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 910.00 FEET; THENCE SOUTH 00 DEG. 00' 00" WEST, 1145.07 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 33 DEG. 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00. FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71 DEG. 00' 00"; THENCE NORTH 75 DEG. 21' 50" WEST, 441.81 FEET TO THE- BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 19 DEG. 43"17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00 DEG. 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NON -REVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT,�AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 00 DEG. 05'47' WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90 DEG. 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 CONTINUED > r 4 Preliminary Report Order No. BU-196923-2 CH PARCEL IV: CONTINUED FEET; THENCE NORTH 05 DEG. 32' 19" EAST, 187.07 FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49' 57" EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81 DEG. 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED.CENTERLINE. I BUTTE 2 _b57 COUNTY J INTER -DEPARTMENTAL MEMORANDUM MAR 2 1 1005. . DEVELOPARNT TO: B ' L , ING DIVISION, O VILLE SERVICES FROM: , ENVIR. HEALTH, CHICO O DATE:- / 3 0 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNERNAME: Inn ` EZ SEPTIC: 1/ WELL: AP#: ADDRESS/LOCATION: 1,D7—,2 ' e_"dti'u1E. Z' Comments: GL/memos/releasehold TO: INTER -DEPARTMENTAL MEMORANDUM 10 DIVISION, BUTTE COUNTY MAR 21 2005 DE VELOPIHENT . SERVICES FROM: IR. HEALTH; CHICO f DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: M6 SEPTIC: WELL: AP#.d4j — ADDRESS/LOCATION: l 22 Comments: GL/memos/releasehold . ._......-......... ... ...._....----..__..._.._..... 100 ..D ein u utln?H Plu .9 . ` v r -7'-b'' i P-�•v�5 � qA1�. 0 o,o - ti 30 '2 sl lr-bl- rMACL -n6-Iw i. A-«. 4 1-- 1P?4ve-WA1-( 1 I � ;1'NG21�IL" W W 1 _..._... ental Noalth. � ... .�... ._ . _ .- .... .� ...... _._.__......... ........� ......._.... . 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