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Home My WebLink About017-260-152x _ 4 FAILURE TO FINAL SINGLE FAMILY 7/27/92 d e --------------------------------- 11-41-152 . JUDY KATZ & PHIL ENGLEB RT t 65 Spanish Warden Dr; l0 5, C , Contr: Phil Englebert tom' 11'ermit1f745-87B, P, E,M(new 's' gle• f�a if o Permit #1454-88B(li,st renewal/74 �. 011-410-152 BP040688 KATZ, JUDY 65 SPANISH GARDEN DR., CHICO , CONT: DANIEL HEAL P.LBG EXTEND GAS LINE oa6 v. L T BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP040688 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: 03/11/2004 APN: 011-410-152-000 the Business and Professions Code, and my license is in full force and effect. Qy � � -1 l License Class : Lic a Number. 3 Site Address: 65 SPANISH GARDEN DR CHI Date: i 3 l ontractor: 0-t/LA- Map Index: Description: EXTEND EXISTING GAS LINE p 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 „ ,.,T,, �; .. ,.., ,.,w,"„�„” •,• permit to construct, alter, improve, demolish, or repair any structure, prior _ .. Owner: KATZ JUDY to its issuance also requires the applicant for such permit to file:a r 2234 ESPLANADE ! signed'statementthat he or she is licensed, pursuant to the provisions ofri the1'Contr6ctors State1i6ense Law (Chapter'9cti 'commencing"with Seon'"'"'CHICO; -,, a •. - , t - - t � CA --'- 7000) of Division 3,of';lh'e Business and Professions Code) or that he o;i 85926 shed§rexempt therefro=and the basis,for,the.alleged,exemption„ Any., violation df•Section 7031.5 by any applicant for a permit.subjects the appljcarit.to'a cjvij;penalty,of not more than five hundred dollars ❑ 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 salejSec 7044, Business and Professions ..,,..,_., .•• _w�. ,_ ..,.........,_..,...." Code Yiie Contactors' Staie License Law does not apply to an �.,n ...._ A licant:"KATZ,JUDY,,......_.."_..�:_ pp owner: of ,property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, .'provided" that such improvements are not intended or offered for '•sate. If however,'the' building or improvements are sold within one "year of completion, the owner -builder will have the burden of plroving that. he or. she.did not build of improve for the purpose of sale.). „�J..,,,I,.,,as.,ow�@r,.,of, thg.properly,,,am„„rxclusjve4g„,contractirJ9;.W!Sh,” licensed contractors: to- construct;the,project (Sec. 7044, Business and Professions Code. The Contractors' State License Law.does .not applyto an owner of,property,who builds or.improves thereon, Contractor: DANIEL HEAL PLUMBING and who contracts •for such projects with a contractors) licensed pursuantto the Contractors' State License Law.). ^' 12206 MERIDIAN ROAD ❑ t,Tam Exempt under Article 3 of the Business and Professions Code CHICO; CA '95973 ' , Owner: (530) 345-2142 Dater License #:r 393518 ..::• WORKERS COMPENSATION.DECLARATION hhergby,-affirm de' under penalty of perjury one of the followingclarations. i ❑ ' •, I, hqv' a and ,will. maintain a certificate of consent to self -insure for s' compensation,, as provided for by Section 3700 of. the workerde, /Labor Co for the performance of the work for which this permit �s issued.. Architect: �Ft" ` L'have and"will rtiamfairi'workers° compensation insurance,'as , .....,,�.,. _., . �., .. . _ ..,.,..,... ...., . "'" Engineer:"' required by, :Section 37001he Labor..Code, for the performance of fhe.work•for.which this permit is issued: My workers' compensation insurance carrier and policy nurpber /ar-e: A-t—IJ-0'- Carrier: Total Square Ft: 0 S. F. ��-� Policy#: _ Valuation: $0.00 '.xa ��.:, ( .�. w.rµ �•: n•a,. . •Na»., a:.FH•< ❑ "I certify that.in the, performance of the work for;which this.permitis Census Code: issued;. I ,shall. not. employ- any person in. any manner so as to become subject t,6,the* workers..!. compensation laws of California, and agree ..that , if .I should become subject T.to the workers' compensation provisions of Section 3700 of the Labor Code, I shall _ forthwith comply with those provisions. Date: • 4 _... _.._ ..•r i .applicant:,.,.. WARNING" Failure `to 'secure' workers' compensation ,coverage' is unlawful; and shall subject an employer to criminal penalties and one hundred'-1housand, 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. CONSTRUCTION LENDING AGENCY ., I hereby affirm that there is a construction lending agency for the This per is h by iss under the applicable provisions of the Butte �ounty Code and/ Resolutio s o wo_ ndi d above for which fees have been paid. 1 + / performance -of the work for which this permit is issued (Sec 3097 Civ.) �y G IV �L Name: By: Date: y� PERMIT EX RES ON: ,L ` [,✓ Date Address: O "Iher'eby:certiiyahat,jhe`useof 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. O Attached are copies of the requited E.P.A. notification forms: r I hereby certify that l.have read this application, that the above information is correct, and that I am the owner or a duly authorized agent of the owner. I agree to comply with t all cwuntq and state laws relating to building construction. I acknowledge it is unlawful to alter the substance f an official form or document of Butte County. I hereby authorize repres tatives of Butte Co t to enter up n the above mentioned property for inspection purp s s. Print Name: Signature: • �� t Dated F^` ❑ Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor , BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION BP 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) <)' OFFICE #: (530) 538-7541 0 c DATE: ,� � \ ` � APN: � � / � / w � � ZONING: OWNER'S LAST NAME: I I OWNER'S FIRST NAME: PHONE: 993-0?06'2� STREET AI)2rS �� FAX; t CITY, ZIP: E-MAIL: SITE ADDRESS: CITY, ZIP: NEAREST CROSS STREET: TRACT/LOT M. APPLICANT NAME- PHONE: -��Z STREET ADDR . F _ 2 CITY, ZIP: E-MAIL: CONTRACTOR NAME: /ijj �'� PHS Zl �f Z STREET ADDRESS: FAX; CITY, ZIP: E-MAIL: LICENSE NUMBER: 360 LICENSE TE: �C_. ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX; CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: ❑ Structure Built with ut permits ❑ Proposed Change of Occupancy (note previous use) 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: Notes: l( Application Received by: Date: Receipt number: � I Le Amount Received: Master application 3-4-04 u 4454 i PERMIT NO. N 5 �L5ar Y-fne- ockA PERMIT EXF -/ - OWNER JUDY KATZ & PHIL ENGLEBERT CONTR. Phil Englebert XvTl I wLTs �y �� " ' I ASSESSOR PARCEL 11-41-152 l i LOCATION 65 Spanish Garden Dr, Chico TU-6 s�-ARP� C-) d x //r/ // .1��'li�ln � l �' � f � •'" .�Z., / i7T V % �. Y X91 � . • o��y 6/c �:. � / �� S��.y � gip, o . v cl- , Ila Temp. Power Pole ' Called PG&E t Temp. Elec. Service 17—`a76a Called PG&E em GasServices„��D fCti �� Gad GTS • Gid Z- 4— Called PG&E JOB FINALEIP(datO. 'y �i�l / // a • a Signature// JOK 0 = Not OK - Not Applicable MOBILEHOMES, = Not Ready MISCELLANEOV . Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) - 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/- /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except H's Card -BI Date Date Card -BI Date POOLS (Plans) OK except a's 1, Zoning Requirements -Setbacks -Easements f 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH,Test-Fall-Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch B. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date - Card B-1 Date Card -BI Date Card -BI Date Card -BI Date J r OK 0 - Not 01,: ° No Applicable RESIDENTIAL (Single and Duplex) __'SVOI Ready -d , Date UNDERFLOOR (Plans) OK except H's IlDate _ FRAMING (Contint t. Zoning requirements -Setbacks -Easements 2. Fig., n; teel-Elea Grnd.- / /" Ftg. 3. Fig., (jarM, S Steel- / /" Fig. Depth 4. Ft & D cks; Soils -Steel- / /" Fig. [ 5. em alls, ain; tee l-Blockouts-Wrapped-Slab 6. S _w Its, ar e; Steet-Blockouts-Wrapped-Slab 7. Pi F' I Fl .-.Steel _ 8. D. a -Fittin s - way C/O -Sewer Test 9. Gas ipe; ize- ` _10. Watefors=Regulator-Service Test 11. Electra d ground 12. Plenums &_b_ucts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolls -Joists -Vents -Cripples Card-BI\,(L' Daie 2 2 Card -BI Date Card -BI Date Card -BI Date Date PLUPBAG (P O ept q's \ M Water Ht. . Access -Combustion Air V5. aler Pipe: Test & Anch s -Nail Protection D. .: 'T -Ftt & Anc s -Nail Protection 17 Shower Pan: Test, First Floor -Tub Access Test Tub & Shower, 2nd Floor -Tub Access 19. Gas Pipe: Size & Anchors Card -BI Date �rd-BI Date -- - --- Card- I Date Card -BI Dale Date ELECTRICAL (Permit) OK except p's \ 20. Fixture & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights _& Switches at Doors \ Size Boxes & No. of Conductors -Stapled _ 22Romex Installed Close to Edge of Studs & C.J. a. Equip. Ground made up w/Mech;_Fasteners-Bon s & Nter 6�6.• 2 Appliance Circuits in Kitcben & Co?Iductor Size . Subfeed Wire Size / y/ ga. - ' _.C. Wire Size / / ga. Cu or At "'P7. Range Circ. /(VI ga. Cu or n Circ. / / ga. Cu or At, \ Insulated Neutral Yes __;No $. Service- r Conductors & Ground -Main Disconnect 2 E Clearances: Panels-Motors-Mech. othes Closet L//ight-Shower Light Card B I Date �S rd -Bi Date - - -_ ZT Card B- Dat Card -BI Date Date MECHANICAL (Perry t) OK xcept q's � A . Ducts. InsuINLon & S port 3�A Ve n: Exhaust above Insulation - 3 Condens nen ow: L g �1ade Furna -V Access -Comb. Air -Return Air _Ven_ 1V outlet 35. Itic Access & PPIatform if Furnace in Attic Card-BI40Date�(J a -BI Date Caid-BI Date Card -BI Date Dale FRAMING(Plans) OK except p's 36. Sills: Proper Material & Anch s �9�• W"arls: Stu -Nailing, Spacing & Br g-Pla -Sound 38. Bearing Walls over Girders & Floor Na' ' X99 , Draft Stop in Walls (rat proo F ireurre Cei _ _ rs Chases- am -Size ea g t Caps-Anc onn rs ClRilr. Ties-Purlin-R t Brac.- s Shlhnq.-Rin s or T Flue replace Throat ess. Size -Rd rotectio Draft Sto s. t ndows or Exiting Doors -Sill HgI. & Dimensions arage Fire Protection Framing Property Line Firewall & Openings Ext. -Doors -One 3' -Check Garage -3rd story, 2 exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Root Overhang -Attic Vents -Rafter Outriggers _ g-Nai I i ng -Veneer Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access__ Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailinq-Bolts 67. Garage Fire Door; Swing -Landing -Closer 68.. A.C. Duct in Garage -Damper i 69. _Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70.' Plb., Elec. & Mech. Equip. Listed for Location 71. -Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic El Yes 73. Guard Rail 's'& Deck Construction -Post Caps 74. Fdn. Vents & Crawl 4ole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes E]No: Walks ElYes ❑ No; Planters EjYe6 ❑No 76. Stucco; Br -Finish fflWZ 7�,Z/ YLSa1 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet _ 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. _ 79. Water Well; Disgonnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House _ 82. Glass Protection _ 83. Corrections from Previous Inspections U per! 84. Ga %,- st-Meters Tagged: Gas -Electric ,tz "I 85. Water & Sewer Connected -C/O to Grade -HD Approval 86. Energy Compliance Certificate -Other Certificates Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Com lents at Final: (NOTE Anenlrymust be made each time you visit jobsite) 1 Card -BI Card -BI Dat and -BI Dale Da Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Co ctor- In Garage; Above Floor-Ducts-Mech. Protection 59. Bedroom Exiting 60. G.F.I. & Bath Fixtures & Tub Access 61. -Elec. Trim & Subpanel; Breaker Sizes -Labels 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. 65.• Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 66.- Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68.. A.C. Duct in Garage -Damper i 69. _Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 70.' Plb., Elec. & Mech. Equip. Listed for Location 71. -Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 72. Insulation -Foam -Looked in Attic El Yes 73. Guard Rail 's'& Deck Construction -Post Caps 74. Fdn. Vents & Crawl 4ole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 75. Following instld.: Drive ❑ Yes E]No: Walks ElYes ❑ No; Planters EjYe6 ❑No 76. Stucco; Br -Finish fflWZ 7�,Z/ YLSa1 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet _ 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. _ 79. Water Well; Disgonnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground 81. Ventilation throughout House _ 82. Glass Protection _ 83. Corrections from Previous Inspections U per! 84. Ga %,- st-Meters Tagged: Gas -Electric ,tz "I 85. Water & Sewer Connected -C/O to Grade -HD Approval 86. Energy Compliance Certificate -Other Certificates Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Com lents at Final: (NOTE Anenlrymust be made each time you visit jobsite) 1 COUNTY OF BUTTE ' DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 . 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE RMIT A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. MVIP1�� ►/��3��1�/+SL.��+1■►iir�TAWW 7AVIG' 1 aJi l �!� � is I ` C ,► Date Inspect COUNTY OF BUTTE X71 ""' -DEPARTMENT OF PUBLIC.WORKS f 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville —'Phone: 538-7541 ' "ff 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. 1 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i� DUr //'Yca/Y�J SriQ(GaI�e 7 Ai3 47erw,i-� /taS v /teau nn Td. I /wG :70 C6 k I• F :i 4) Cf 'pPPPi , 1y 1 Date d�! ! Inspector�t�t(o^ COUNTY OF BUTTE DEPARTMENT OF PUBLIC•WORKS c 1 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile —'Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 'v CORRECTION NOTICE -- OWNER - " U PERMIT NO. A routine inspection indicates that the following violations of County Ordinance - f exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this `^ matter, or need additional explanation, please conta t this office immediately. 6-1 C/9- t 5 u e ,r' - ou:d-,rpe r o u c r CvU% to 6'0..: O ao L2 C ter c e a ;01 w crib; oor i . �crsT hejr✓Y►- rnJ G r6 LJ &A ✓1 U �7 LI C' i'•. C J6 r 62 lac.( �rd r a.� c- a Inspector—'I Date Vll { _ COUNTY.OF BUTTE DEPARTMENT OF PUBLIC WORKS • 196 Memorial Way, Chico — Phon'e: 891-2751 7 County.Center Drive, Oroville —. Phone: 538-7541 • 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE A, OWNER ' PERMIT N? A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this ��, G WWIHill Inspector Date COUNTY- OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile - Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. if you have any question pertaining -to this matter, or need additional explanation, please contact this office Immediately. /Vy D ZA-1- 3 o e --y t/U /_3 r Inspector. Dated �'•-' COUNTY OF BUTTE DEPARTMENT OF PUBLIC -WORKS ;. 196 Memorial Way, Chico — Phone: 891-2751 (.' 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this �matter, or need additional explanation, please contact this office immediately. �U27-74715 zz— Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Adllw"-��E-S/^ � /r6/,_- ICCF i/�/L7 i g�20Z-%moi. T le�";� Ins to Date IMPORTANT MESSAGE iFOR_�� "'DATE -TIME A.M. M_ OF PHONE 6� AREA CODE - NUMBER EXTENSION TELEPHONED PLEASE CALL CAME TO SEE YOU ILL CAU_ AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION I / �1��No SIGNED - LITHO IN LIZA- TOPS VW FORM 3002S COUNTY OF BUTTE ?� DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phon-e: 891-2751 a: 7 County Center Drive, Oroville - Phone: 538-7541 747 Elliott. Road, Paradise — Phone: 872.-6307 CORRECTION NOTICE �`1 OWNER PERMIT NO. A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this �matter, or need additional explanation, pie se contactthisoffice immediately. Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS '196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone:' 538-7541 4. 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE W)- _. f ;?- OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, ohneed additional explanation, please coptact this office InImediately. Inspector Da COUNTY -OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 Cbunty Center Drive, Oroville _ Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTIONOTICE OWNER ERMIT A routine Inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately Inspector kr • 'COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER F A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question. pertaining to this Inspector Date • r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector c COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Merhorial Way, Chico — Rhone: 8912751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE UWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. Inspector Date TO Buiidinv Department (10� FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewaqe Disposal _ Water Supply old final for: �JJ�' �� Water Supply Final clearance O.R. for: Water Supply Clearance for _ bedroom mobile home. Other NOTEr* tar an 1 Date HAWKINS -ENDjj$.TRIES INC _ Firm Name/Owner _ t�v Signature State Contractor's License No. % Date I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. 'Firm Name/Owner - Date — 40-2— Signature Gen. ntractor/Owner-- Date 5 ANERGY CCERTIFICATION —; 'CA LO T I O N -- —----- A.P. NO. ROOF Material_ — Brand Name ___ Thickness _ EXTERIOR WALL Thermal Resistance (R Value)_ Material FIBERGLASS _ Thickness (Inches) Brand .Name CERTAINTEED_ _ Thermal CEILING -- Resistance (R Value) �C Batt or Blanket Type FIBERGLASS _ Thickness (Inches) Brand Name CERTAINTEED Loose Fill Type._FIBEPGLASS Thermal Resistance (R Value )� _ _ Brand Name _ CERTAINTEED _ Minimum Thickness (Inches) 15' No. of Bags:_ Weight/Pag_?5 lhs — Area Covered (Sq. Ft.)l�co -_ Thermal Resistance (R Value)3 FLOOR,ELEVATED Material FIBERGLASS Thickness Inches)__ Brand Name CERTAINTEED _ Thermal FLOOR, SLAB Resistance (R Value)/�f-7 Material_ Brand Name_ Thickness (Inches) FOUNDATION WALL _ Thermal Resistance (R Value)_ Material Brand Name_ Thickness (Inches) —T Thermal Resistance (R Value) I HEREBY CERTIFY THAT THE ABOVE: ABOVE BUILDING IN CONFORMANCE INSULATION WASE INSTALLED IN THE WIjH REQUIREMENTS. 4 THE STATE OF CALIFORNIA ENERGY HAWKINS -ENDjj$.TRIES INC _ Firm Name/Owner _ t�v Signature State Contractor's License No. % Date I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. 'Firm Name/Owner - Date — 40-2— Signature Gen. ntractor/Owner-- Date 5 •� r GRIFFITH & ASSOCIATES February 5, 1987 re:Englebert/Katz Residence, job number 8650 TO WHOM IT MAY CONCERN: This letter will certify that I visited the project site on December 4, 1987 and observed the installation of the foundation forms and concrete reinforcement prior to the placement of con_ crete. I found the installation in substantial conformance w-ith the drawings and specifications, including the revisions noted reviLe drawings. S C David M. Griffith, PE RCE C34730 Griffith & Associates DMG:gpc I? .- ESS/o/V4 F� GQJ Lu F r Q No. C34730 J� CiUV\, �P ATF OF CPX'F DESIGN & ENGINEERING 119 Broadway Suite 202 • Chico, California 95928 0 916 • 343 •'4621 COUNTY 0'F BUTTE - DEPARjT,MENT OF PUBLIC WORKS PERMIT NO. 7 County Centtr Drive - Oroville; califb)Ynia 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT IW,�,ugaoow ASSESSOR PARCEL NUMBER a ZONING BUILDING OWNER y.IZ TELEPHONE S . FT. OCC. BUILDING VALUATION py/N ER'S MAILING ADDRESS CONTRACTO7R NAt]�. zz GL TELEPHONE Mireplace �v CONTRACTOR'S MAILING ADDRESS ~- & CONSTRUCTION LENDER -ADDRESS UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING/ Permit Fee ARCHITECT OR ENGINEER 'e/ LICENSE NO. j Plan Checking Fee g Energy Plan Checking Fee $ Z, 0211 X-RCHITECT OR ENGINEER'S MAILING ADDRESS q d r o� 1 G - �/ Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT 10.00 Each Trap FFFiingFee 2.00 / Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME / � PARCEL MAP fJ '> �S °� Water piping 5.00 ,�!%7 Each qas water heater or vent 5.00 USE OF STRUCTURE Sf Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 , d� Building sewer 5.00 Mobile Home S I G I W I 10.00ea C TYPE OF WORK New Addition❑ ``Remodel❑ Utilities[:] Installation[] Other ❑ Describe work: Permit Fee Contractor $, C% f�.. ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Fl 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING O UP.& , OR ADDNS. ( ACC. BLDGS. �z�SQft NON•RESID R. BRANCH CIL I 2.50 ea NEW 44 (POWER APPARATUS R1 SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@50C eALO 30 FIXED APPLNS. R Ex. Occup. OUTLETS (RESID )EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. N tice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating ot Cooling Hood 3.00 Ventilation U Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and exp ses which may in any way accrue against a' unty ' consequence o t granting of this permit. 3 , / �/� X Date �o Signature of Applicant - Owner (� Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" dee d d it' n or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE o u coN 8E �� . S FLOOD PARC Lip. HD, S This permit is hereby issued under sion the Butte County Code and/or war iIn icated above for which IR CtTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �0 2 � Receipt NO. 7292Z WHITE -D.P.W.. TELLOW-AS8C9gOR, PINK -INSPECTOR, GOLD ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT PUBLIC Q WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE CALIFORNIA 95965 - TELEPHONE: 916/534-4541 M ...�- PERMIT APPLICATION DATA SHEET / �- Permit No. OWNER / %.l�P�� = A. P. No. Proposed Building Use /-� � Building Inspector DateY"'cle io'7 At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . ' 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate. /triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . Statement of Intentfo�r lon-Heated and AC Buildings. —OwFees of $ -53. J . . . . . . . . 9: Letter of signature authorization. Sanitation approval from -zL� Health Dept. • �«2 V 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compen,atio,Ansurance. . . . . . 13. Contractor's License Information (no.,�name style, classif.) 14.. Owner -Builder Verification (Given topwner❑, Mail to owner ❑ ). u' _15.. Improvements may be required. , '. ,.. . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 17. Pre-Inspec. request to (Date) Pre -Inspection for Required. Building Inspector Recorded copy of Agricultural Acknowledgment Statement. /3o/g% Driveway Permit. PYA ✓4�e d 20. Pot plan approval from city of t s 2 "Na 402L. l ."." it LANve. When you issue the permit, procas follows: Mail to owner, Mail to contractor. --+� Telephone-F��a2aes and hold for pickup at4-�"office, Deliver w/inspector. Other Date` Copy of plans sent Health Dept.,' Fire Dept., Other Date The following data must be submitted prior,o permi is a e: (Circle new item not checked above). 1. Index permit for above items No. P 24s du 2. Additional items required: Contract o signer w er was advised of above required data by_k!!phone___nall—counter by_v_ date Contractor, designer, owner, was advised of above required data by—phone _mall—counter by date Plans checked by _ Date /J9't7Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW - Hours: 10:00 a.m. - 3:00 p.m. TO. Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1-4 Owner Loca ion p AP# kp , Plan Approved for: Sewage Disposal Hold final for: Final clearance O.R. for: Clearance for 2 bedroom mobile ome Other MOTE * * * Water Supply Water Supply Water Supply t Sanitarian Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 4`P�ERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 _ APPLICATION AND PERMIT I I I lr lso_ I I BUILDING PERMIT I ER TELEPHONE . — SQ. FT. I OCC. BUILDING VALUATION 1 N CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS _ LOT NO. I SUBDIVISION NAME USE OF STRUCTURE ex❑ Mobilehome❑ Other UNKNOWN SPECIFY N N ARCEL MAP Fireplace Total Valuation $ Filing Fee Permit Fee fd Plan Checking Flee Energy Plan Checking Fee Penalty Permit fee PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each qas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home S I G I W TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[--] Other'' Permit Fee CNTRACTORS OLICENSE LAW I declare under pef perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ode an my license is in full rce and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason 4XWORKMEN'S COMPENSATION INSURANCE I declare under malty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building' construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned propert or inspection purposes. I also agree to save, indemnify and keep harm ss the County of Butte against all liabilitiesjud ments, costs, and expe s which may in any way accrue against oco Vy in equence o nting of this permit. GGG X -Date Signature of Applicant —(15n.r L_I ControctoijjV Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. WNITE-D.P.W.. YELLOW-ASDESSOR, PPINK-INSPCCTOR. GOLDENROD -APPLICANT $ 10.00 $ 0_47,-X $ $ Z7�7- 7 M Filing Fee 1 10.00 2.00 20.00 5.00 5.00 5.00 5.00 0.00 e $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING CCUP.. OR ADONS. ACC. BLDGS. ,/20sq ft NEW CON5TR. MULTI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES aA 030 Ex. OCCUp. OUTLETS P(RESID.)REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation I 1 I Permit Fee $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 2-77, OCCUP-1 CONST.TYPEI ISCHOOLIFLOODIPARCELI PD I HD This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECT R OF PUBLIC WORKS By&,,;; A4.1 Date / It —8 9 n PERMIT EXPIREW Date - %,=::z COUNTY OF BUTTE-•D($artmf;6nt of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your: signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit: No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and mate 'als for construction of the proposed property improvement (yes or no). 2.Pthe have not) signed an application for a building permit proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Sign NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 81-10831 RECORDED BUTTE COUNTY ,.UFFICIAL RECORDS BY PAFMt SHOWN, 1987 MAR 24 PPS 12- 50 CANDACE J, GRUBBS � CLERK-RECORDER.FE 8'7-10831 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT { Section 26-8.1 of the Butte County Code requires this acknowledgement Pages be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situz as follows: I PARCEL I: Lot 5, as shown on the Map entitled, "THE BLUFFS AT SPANISH GARDEN', which map was filed for record in the Butte County Recorder's Office July 19, 1985'in Book 100 of Maps, at Pages 52 through 56. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS over and across Spanish Garden Drive and Alm Bluffs Drive as shown upon the above referenced map. Said easement.if for the benefit of and appurtenant to the remaining lands of the grantor and may be used by all persons who may hereafter become owners of said pl appurtenant property. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS over'and accross Spanish Gardens Drive and Alm Bluffs Drive as shown on the above referenced map. EXCEPTING.THEREFROM all that portion lying within the bounds of Parcel I above. J This deed is made and accepted upon the covenants, conditions and restrictions as set forth in the Declaration of Restrictions, recorded September 10., 1985 as instrument No. 85-27309, Official Records, all of which are -'incorporated by reference with the same effect as though fully set forth herein. Date: (�g�, � — -_ �/P OPERTY) OWNERS :C v State of ) On this the rfl� day of&L�— 191 before SS. me, the undersigned Not ry Public, personally appeared County of ) n A A- I �n 4 -/personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person(s) whose names) LQ s scribed to the within instrument and acknowledged that executed the same for the purposes Aerein contained. IN WITNESS WHEREOF, I hereunto set hand and official seal'. W.J. GOLLING mAy NOTARY PUBLIC -CALIFORNIA ® Butte County 0 My Commission Expires Aug. 19,1988 in Present A.P. No. Notary Public END OF DOCUMENT A Rtx apo ll�lp I Nal m % I )tjq v 0 I Nal m + i I r • � Y •I: it '.F I_ i ; : •.:� ._ g,. - �, ,t�.�. D � a�^o a i ,fir Z• VIA f 1 - �j j r•� s,r 1 I i 0 I .,. p is q•y!�' ,l04 .ly�.,i-+ei*ji-t�— ri 1\' ipl i a� 1�'• ' �i1 i � � r l�_ I >r 1-- !_— �' w I Ti 4 �tyNei`„° ysg Y {' }} 1.1 f xr i�� It,tA�r.e`rix'� ��_• _`! _ I - - � I�1 -- opt Ki Irr int. 4�,•, .,j 4y�' X91 iI j .- -— '- -----M- } �-- { ' • { � � .=W 1, �HF�N„• i S-"Q�.._~fir• ..�.! - - .. _._.. _ IF �.�' 'lq ral �y��y.��t� •1 ., � t , . . Ir rf IF. 3i `�{lliD� t �- t' ��. n ;,. b'k ��.;r^�`�3".::`��:s�`""�`+'��i.�•'°b•�i'E''�a°''T F- �c�a' -+.ru � ...... f i GENERAL MOTES MEMOER FORCES FROM LEFT TO RIGHT - LD- COND. I ' uAtBEI 'VMtrtcartm } TOP CHORD 501TOR CHORD WEBS REACTIONS rep CHORDS III 4R2 -2 Or -L - C• APPLY R 2X2 OR 2X• CONTINUOUS RIBBON TO THE QIOtSI Of THE TRUSS T I:. 6 6 1= 1174 5S N 1: 127 W Sa -220 •IVTR l= 648 BOTTOM GMROT Ill �R2 •2 OF�}p I_•��s' {``-11'�(��% ? _ T 2= -1706 9 2= 17116 w Z= -tZ77 N sa 663 IVIR 2= 6�B �� • 1,X2 STAN¢81FJtt'j7f_I-L.g C WUN 1 1 . Z. THIS OESIGH HAS BEEN PREPARED FROM COHPUTER INPUT DEVELOPED 61 T 3= -1766 B 3s 1I71 N 4a • 220 N 7a -1277• (HJR t= 0 T 3- -1786 W is -220 w O. -121- STANDARD NO LENGTH. 31 ♦/I INCtles THE COMPONENT MRHUFACTIIRER• �, T S- 0 - STANDARD NEB ANGLE: 20.6 DEGREES i - ReCONnENOED CARBERIBUILIDF DEPARTMENT LIVE LOAD•••• 10.0 f fp. I,Ig6D PER SECTION ♦•2.3.2 . DEAD LORD.... 10.0 ne•r. OF THE NOS. CCEEIILLIING O.L.• 55.0 ►.a.r. OeFLELTION CRITERIGHt 1/360TOL . 1.00 OURMTON FACTORAPT, F 0 V ED PVo. r C CF ,,i�' - - - cn fD m m •- _ . 0830 14.j00' -- 3 -SO �0 to I N N N N 12'-3.5' OVERALL LENGTH PIATE. CODE sPRCINO .r DALE -_ R=5000 UBC 24.00'_0 •C 2/,19/88 i •R-:nFLORTRUS®.7 DES I�GN ' . _ .. . T R U ! - W �R. L . 1;2i& 1307.5 SYSTEM$ y•��.�.e rtfl• M -12 -ti -0-42 8 t ,T R?b r t �'i^yL .f r - �Y ,,.• j,.y 1f'•+"...'.L^_. TRUSMR:-If6T813tTI0>f R 910N_OOe: x.; -._t ',3��. •,.: 'n�.�... ..�•7-^ .__ -� - __.__ __.- _. '^,-r'r-.?Y `.o...,r•.,.,.._�.-.r -T.._� ,nom TION CONNECTOR PLATES ARE FORNEO FROM IS- 18. FIND LoYES TO BOTH FACES Of THE TRESS AT EACH AIN CENTERLINES Of PLATES SHRLL COINCIDE WITH T DINTS SHRLL BE T IGHT-ANO_ALL_". TES,FtR.LT EMS BTT[711E1 FLOOR. OR' ROOF 5NE41NING- �a11THE. BOT TOM - C -NATER1ALsIS'•ATTACHED.OIAECTLT:�11N.01HER-CAS L87H0T-EXCE EOING_'1O_-O!-OA —TO.OARPEN REB IO ANO -TO MOYIDE 4SMNt]WO BETWEEN TRU O.C.• FOR ALL FLOOR 8f ANS OVER 12. 0' RAO 15' *i0 RESIST LATERAL FORCES IS To Bf OESIGNED S AHO STRONOBACR 811IOOINO. REFER T0$ DES IIIA S 000 TRUSSES. fCT-80. By THE TOMS PLATE INSTI R IMPROPERN. LLINSTALTFARR LAT. ONINT11I06 THE RESPONSIBI YANI 330 9.50 ,�•^; •�-" .. F rx'-.:^'^}""'`- .c+e"`'.,I�"c.`y33y. n.>." v ^I'I.,�+,`�l' "+it'•-#=',ak•.u8: �`.,•1'-'"vyl'+.•Yoi n'-•�^''Ti••tF,.,.- "'^1++",•wa"s71. r .c. .-;;.' }"""'� -•"s.i n '#^• - .,�. y •€ �.. +':`r. -.,_ .,-_....-r....--r - GENERAL NOTES. t � �;, MEMBER FORCES FROM -1.fFT TO RIGHT - LO. -cam. t `=.'- "`:`^~".'.•• t•ID1E[Jt •sffLlrlcarlaa--..H:=,. . _ - - TOP CHORD 60170N CHORD ,.4• Wm REACTIONS T 10 0 8 13 .-918 •N Is -121 N 101 -256 ITIR Is 536 T1� �� 1zI11 tX2._-2 1. APPLY A 2X3 OR 2X4 C=TINUOUS RIITBON TQ The 010161 t1r THE TRW T Z= -1264 B 2, 906 N 21 -997 N Its -2066 ITIR 21 leta 8OTTOM.CHOROr CII 4X2 -2 OF -L 43 SHOWN.-- - T 3a -1264 B 3- 602 N 31 376 N 124 1367 ITIR 3a 616 WEBS t 4X2 STANDARD OF{' - 2• THIS-OESIGN MRS BEEN PREPARED FROM CQYUTER INPUT OEY0.0mm Bl' T is -906 B is -340 N 4. -253 N t31 -2S3 IIt is 0 STANDARD NEB LENGTH, 31 4/1¢ f KKES j� ��''yy {�� TMC COMPONENT MiUIUFACTWtER. - _. T S. -802 8 S-- -217 N S. 387 N 14x. -622 STANDARD NEB ANGLE+ 20.6 016 TE W 1�1� J• SPLICE DESIGIATIO93i T 6x 2133 8 Ba 1621 N 9- -291 N IS-- 30: S -It 3280 T 7s 2133 B 7- 1636 N 7. -446 N ilia -191 S-21 RN32105 - T Bs -tO44 .8 S. 1100 N -81 1237 N 174 S80 S-3-4 . t 3213SG ' T 9. -1044 N sa -1930 N lex• -1196 f3uff_Dfi D f�Af�� Ei SRN3210S ON FLAT T IDs -1621 N 194 -121 RM32105 ON SIDES I- 3-6. -1636 _ 3-61 321330 ON FLAT T Its 6 2460 ON SIDES APPROVED S-61 321330 ON FLAT LIVE LOAD.... 40.0 PJT.P• NN32105 ON SIDES DEAD LOAD.... 10.0 P•4-/• I. ISM USED Pot SECTION 4.2•3•Z 5-71 321356 ON FLAT CEILING D• Of THE MOS• _ 32135G ON SIDES L•- S•0 P -3-P. DEFLECTION CRITERIDMI L/9W SPLICES S-4. S -S. 3-6. AND S-7 RE A 4XZX14" NO. 2 BLtIQ( TOTAL SS•0 P•4 -P• OF THE SAME SPECIES AS THE CHORD MATERIAL. 1.00 DURATION FACTOR ! •„ ^ SIT/}/ �..� NIGHER SPLICE NUMBERS MAY BE SUBSTITUTED FOR LONER SPLICE NUMBERS AT THE FABRICATOR'S OPTION. EXAMPLE- S -S MT BE i'� V r•�' (� (` SUBSTITUTED FOR S-4•``� C `�'�• `Ts TOP CHORD MAT Be SPLICED t3-1 IF NOT OTHERWISE IN0I CATLDI ANT -f. v/+.4••� �+/:� vim.• WHERE EXCEPT IN CENTER THREE OR' ENO PANELS UNLESS OTHERWISE �` �,;• •� %� NOTEO. BOTTOM CHORD MAT BE SPLICED ONLY IN PANELS SHOWN- t. FOR BASIC DESIGN VALUES REFER TO I •C.S.O. RESEARCH REPORT -IW7• /,� �i/® •�t� Y�l i`Cz i No. 1330450 NOTE: Truss not symmetrical • ja' j Install in accordance with design Max 31 •, specifications. �- 'uyT CIV! �F OF CWF� - O CD 0830 m o m m ap e i aD 1 CY ID II Iq N N O N O 14.00' 7— FA n �p a) N I 1 N 1 L 1 v m R 1 In A N m N O 0 N O 0 o a o N 1 N N N H m I f 13'-2.00' 14'-4.00' 27'-6.0' OVERALL LENGTH Af ': PLATE. coOC SPRCINO ,OA TE �- .. _ . •. _. R-5000 118c 24.00• r0 -C. n 2/t9/88 q £f' x.FL0 US R 1J B-13074 kr - .SYSTEMS { f1LL• fM l]�tht4-6S-1241 REf• c` $ ,i.-:ltt'- _ ,�. . -. '•+"•, •aL'r._ w .. •'f- .__. , x/'x T F:M.'�;?=.eyT-•E TIOSUII 3TS[EM CORMIRT[01t;.R S[OMO� CONRRT.;,+I' 330 3 -so RE FORMED FROM 16. 10. AND 20 GAGE NOT-OIPPEO GALVANIIEO PRIME QUALITY STEEL. OF THE TRUSS AT EACH JOINT RND POSITION 1/8' FROM THE'OUTSIOE EDGES V THE L RTES SMALL COINCIDE WITH THE JOINT CENTERLIMES. UNLESSS01REFUISE MGM- ALL T RHO ALL_►_LATES FULLY EMBEDDED- JNE`TOP- CMOAO'IS AS3UMED--'TO- BE IATEIMILLT -� F'$NERTM IMO. ETHE"BOTTOR-CMORO 13'A6SUME0 TO SE LATERALLY BRRCEO IF A RIGIO. ED OIRECTLY.-...IN OTHER CASES. THE 8077OR CHORD 15 YO;SE LATERALLY "KE12 A7 .t O.C.,.ATO'DRMPEH-AESIOUAL'Yf8RRT10NNHICNy-Ii`rtCOnRON :TO -ALL -FRAMING !F AIRING BETWEEN TRUSSES. 2X6 37ROKLUCX SRIQOIMG 413 F.ECDMEMDEO iT SPANS OVER 12'-0- RUO IS' -0' O.L. FOR 'ALL ROOF 3PAN3 OTER.•Ib`O-• ALL FORCES 13 TO 6E DESIGNED BT OTHERS 1 FDR =a007TI ONAL,INFQRMATTON•COACERN IKG� 061NO. REFER TOt DESIGN SPEC.FICAtTONS FOR HCYRL SPLATE CONNECTED PAR ALL:_ .-BY THE TRUSS PLATE INSTITUTE. IRNERE CCIIFUSIOM MAY' EXIST COMEAR1901PROPER- RN INTERIOR BEARING LOCATTON6.'CANTILEVERS. AND THE CNORBS OF THE TRUSS 701 1010- IT 1S THE RESPONSIBILITY OF OTHERS TO RSCERTAIN THAT THE"DESIGN LOM HET' DR EXCEED The, ACTUAL DEAD LORDS IMP03E0 81 THE -STRUCTURE! rANO *T1 .�`E� x BUILDING COOL OR HISTORICAL CLIMATIC RE COMM+'^••=rte , +' _.�Y � ri•.�4 iZ�N=. -_ A..a"" _} ,)aw-i �Z;' Y►`"v-T =: - w"{h.S' �!- ::.::dA'i.�- ._�_ -, i"'�. - '1t.�,�'aiZ: a't.C_"•"'- _ _- - 9•.»�..�-s sr L�-� _ ._• - . `- .-:�.,,,`a^.3;- .'G' - �.,ar=�•--...isrr.i,•+... �.:i. -c-a--�:,:_s.+�.:.==s+l�"r� a�y� ,..� �.=.:--•— .... .� ---'. __-_tea-err 7E �e��r�-�.a' .na..._�� _: �'r _ __ f � .efl-7 �--. • •.. +' _.�Y � ri•.�4 iZ�N=. -_ A..a"" _} ,)aw-i �Z;' Y►`"v-T =: - w"{h.S' �!- ::.::dA'i.�- ._�_ -, i"'�. - '1t.�,�'aiZ: a't.C_"•"'- _ _- - 9•.»�..�-s sr L�-� _ ._• - . `- .-:�.,,,`a^.3;- .'G' - �.,ar=�•--...isrr.i,•+... �.:i. -c-a--�:,:_s.+�.:.==s+l�"r� a�y� ,..� �.=.:--•— .... .� ---'. __-_tea-err 7E �e��r�-�.a' .na..._�� _: �'r _ __ .efl-7 �--. • •.. �.r.. .�: t ; 0 0 0 0 0 '. o cn to cn co 44 GENERAL NOTES * MERGER FORM PRDR LETT TO RIGHT - LD• CMM- I -- ,�•f LUTrM. SMIFtCTTIONS rye TOP CHORD BOTTOM CHORD NE85 REICTIONS T Is 0 S la 1082 N 1s '-12I M is -373 MR la 808 TOP-IumRO- .!I1 tX2 •Z pF{ BOTTdN ORO- Il) 4X2 4 OF -i. 1. APRT A 2X3 OR ZX4 CONTINUOUS RIOSION TO TMC EW931 OF THE TRUSS T 2s -1600 B 2s 1416 M 2s -1177 M Bs IOS3' ITIR T. 1347 .1 �� CO�`'T�/. (AS SMOMN. - - - T 3s -1600 B 3a I336 N 3s S61 N 9a -1747 (MIR 1s 0 f1E83-• - 4X2 STANDA 'df'�,/1j3� 0 g 2• SPECIAL wES ANGLES ARE INOICATCD•BT m Am t3R hl. T 4s -14136 6 4: 364 N 4s -243 N 10- -2S6 STAMOM NES LENOTM, 3t 4/16 INCHES 3• THIS DESIGN MRS BEEN PREPARED FROM COMP I" INPUT GEYCLMIEV 9T T Sa -1335 8 Ss -310 N Ss 196 N Il= -1019 STANDARD NEB ANGLE: ZO.6 DECREES THE COMPONENT TIONS&MANUFACTURER. T 75.. 1244 N S. -220 N 12 340 BUILDING 3 i ®� n ®� �� ♦• SPLICE QESICNATIONS- T 7a 1254 N 13a -IIS ; [.T C- N 1' S 5-11 3260 T 8. 0 -5-2- RN32105 - '( 5-3. 321356 LITE LOAD.... 40.0 Par. 1.ISM NOT USM PER SECTION 4.2.3:2 S -t- RN32105 ON RAT CELL LORO••-- 10.0 Par. �+r i.�fi_9 ®® /7 �' 1 RN32t05 ON 410E3 _ C'EILINO 0•L•• S•0 Pa r• OF NDS• isIIr$91ir' 9N"t Aiti,/ ■lkClJ S -S- 3213SC ON FLAT TOTAL $3.0 P.ar. (REFLECTION CRITERIA- L/360 TL/t80 CANT•1 2460 ON SIDES 3-6. 3213SC ON FLAT 1.00 DURATION FACTOR --�1 RN3210S ON SIDES S-7- 32135C ON FLAT t 1•' ` ' �,:e�/\�\ 32t3SC ON SIDES. SPLICES S-4. S -S, S-6. AND S-7 REOUIRE A 412X14• NO- 2 BLOCK- :.:•.`. •7�. Ci7�-^- (N OF THE SAME SPECIES AS THE CHORD MATERIAL- MICME4 SPLICE NUMBERS MAY Be SU03TITUTEO FOR LONER SPLICE - "�'.•P-•�� L, G•' A NUMBERS A7 THE FABRICATOR'S OPTION. EXAMPLE, 5-S MAY BE SUBSTITUTED FOR $-.• NOTER NOT : Truss not -symmetrical. .� TOP CHORD MAY 9E SPLICED IS -1 !F t OTHERWISE INDICATED I ANT- d'' NMERE EXCEPT IN CENTER THREE OR ENO PANELS UtLE53 OTHERWISE ^Install In accafdanCe with de$IQfI ,..'y+ I T•t'. NOTED. BOTTOM CHORD MAY BE SPLICED ALT IN PANELS SHOWN. - '�' v*�' / S. FOR BASIC DESIGN VALUES REFER t0 !•:-B•J• RESEARCH REPORT •IW7 ,oecifications.0..1450 f� NM ii 1 ala, r �j �_ `Q► ; ls _ __ .. ..__. -••- _ --t8'-2.0" OVERALL LENGTH ' ' - rt .. ,�y.J.•at••. h, .n.r' .•:.e:..x• �...� ...: .. t-+ t .4e� o . ! PLATE _ CODE SPACING -• _ ORTE - TRUSIIAL CONNECTOR PLATES ARE FORREO FROM 18. IB- AND UBC •'. 2i •�• ' 0 •� • ZI L9/ Be f 7 APPLY PLATES TO BOT" FACES OF THE TRUSS RT EACH JOINT ' R -S QOM •:a ",i< .."�+., CHORDS. CENTERLINES OF PLATER SMALL COINCIDE NITM TNI TRUS6BRAC. JOINTS SMALL BE NICHT ARO RLL MTES FULLY E116EI _ _• .. s1Y a� ✓tn, --,.•rK�• CEILING 0HAIERIRL IS'OR-"ROOPTSME RTM7NO.!TTHEOT14ER CASE F . CE IL iNG M7ERIAL IS ATTRCHEO DIRECTLY•+itN 07NER CASE, A AMC _ : F L 0 R.T R U S R ' ` O 1� S I GN = 1 j� • 117•ERVNI NOT E=ED RIRG SE7UE SESIOW �/�� I 6TSTEM�.MU TO IAQYIDE RING 9ETNEEN iRUS T; .R...0 •V _!1 I al.":1.... �aACI OD.C. FOR ALL FLOOR -SPANS OVER-IZ-*-O ATIND STRESRCW TRAL uoilCioe aEFEronrnr, OEs 'OGNsSp . CHORD' N000 TRUSSES_PCT-BO.. BY TAE TRU EPLATETINSTIT 1 - - t- :C 9Ye-+•i;.n.•.,.•c-... eK:`s.ti, e.r_. +,su^ ``-'• %` ' y3 Y. �/ 1EL0 ERtCTTON. CLEARLY MARK _INTERIOR BEARING LK9719 i -- s- F� x rr -~ - _SYSTEMS .PREVENT,INPROPE!_IXSTRLLATIOK �J7.16+TNE RESPONSIOIL +n..Zt1a. TILV- �C�l,t1,R-tWS••1"46 24F .�, 1Tf "'1B-I3V76 ��°eY. ••�-. r'° s- T-ILIZED ON.TNIS:ONRUING BEET-`ON'EXCEED�7ME:ACTU04.OE� _.`_r__. T. ;t-�4!Ts4Ys'� �. „'�s L. 'yam,. .T= _� :• ,M' aa. ..; TRIt91g11�'a9Y81E71S,fOZ TNON�N >fNO •G91'9R OROR.AMPRSED BT. -THE LOCAL: BUILDING-EDOErOR• HIS7O6ICA MOT-01PPEO GALVaMi2£O•PR UTICA 1/5• fROM•THE OUTS CEAtERLI4E4. UNLESS OTHE Tt£-TOP CHORD-13'ASSUREO. ISSUP.EO To at LATERALLY IOTIOR-CMOAO -IS-TO--SE-L-R7 (TION. WHICH 1s 'COMMON STRON08ACK BAIOGING 1 f011 ALL ROOF -.*SPANS FOR AOOITIONRL;jXFOP. 7f... Fnt FTAB , PLATE . C 1AL:TT STEEL. ICES OF TME ' C NOTED. -ALL 1 1ELATERMLLT, `r IF 4 RIG!!) t' BURCEII-AT. 'ALL • FARRING :ORM£ROEO AT 16'-0'. ALL •CONCERNIRO '- IreO,PARALLEL + _ reansea � • . 0 0 0 0 0 '. o cn to cn co 14 .00' v_ m t m N 1 N O N 1 II N N y I Z.SQ 4 I 3.50 • '�S�-G•GG� ls _ __ .. ..__. -••- _ --t8'-2.0" OVERALL LENGTH ' ' - rt .. ,�y.J.•at••. h, .n.r' .•:.e:..x• �...� ...: .. t-+ t .4e� o . ! PLATE _ CODE SPACING -• _ ORTE - TRUSIIAL CONNECTOR PLATES ARE FORREO FROM 18. IB- AND UBC •'. 2i •�• ' 0 •� • ZI L9/ Be f 7 APPLY PLATES TO BOT" FACES OF THE TRUSS RT EACH JOINT ' R -S QOM •:a ",i< .."�+., CHORDS. CENTERLINES OF PLATER SMALL COINCIDE NITM TNI TRUS6BRAC. JOINTS SMALL BE NICHT ARO RLL MTES FULLY E116EI _ _• .. s1Y a� ✓tn, --,.•rK�• CEILING 0HAIERIRL IS'OR-"ROOPTSME RTM7NO.!TTHEOT14ER CASE F . CE IL iNG M7ERIAL IS ATTRCHEO DIRECTLY•+itN 07NER CASE, A AMC _ : F L 0 R.T R U S R ' ` O 1� S I GN = 1 j� • 117•ERVNI NOT E=ED RIRG SE7UE SESIOW �/�� I 6TSTEM�.MU TO IAQYIDE RING 9ETNEEN iRUS T; .R...0 •V _!1 I al.":1.... �aACI OD.C. FOR ALL FLOOR -SPANS OVER-IZ-*-O ATIND STRESRCW TRAL uoilCioe aEFEronrnr, OEs 'OGNsSp . CHORD' N000 TRUSSES_PCT-BO.. BY TAE TRU EPLATETINSTIT 1 - - t- :C 9Ye-+•i;.n.•.,.•c-... eK:`s.ti, e.r_. +,su^ ``-'• %` ' y3 Y. �/ 1EL0 ERtCTTON. CLEARLY MARK _INTERIOR BEARING LK9719 i -- s- F� x rr -~ - _SYSTEMS .PREVENT,INPROPE!_IXSTRLLATIOK �J7.16+TNE RESPONSIOIL +n..Zt1a. TILV- �C�l,t1,R-tWS••1"46 24F .�, 1Tf "'1B-I3V76 ��°eY. ••�-. r'° s- T-ILIZED ON.TNIS:ONRUING BEET-`ON'EXCEED�7ME:ACTU04.OE� _.`_r__. T. ;t-�4!Ts4Ys'� �. „'�s L. 'yam,. .T= _� :• ,M' aa. ..; TRIt91g11�'a9Y81E71S,fOZ TNON�N >fNO •G91'9R OROR.AMPRSED BT. -THE LOCAL: BUILDING-EDOErOR• HIS7O6ICA MOT-01PPEO GALVaMi2£O•PR UTICA 1/5• fROM•THE OUTS CEAtERLI4E4. UNLESS OTHE Tt£-TOP CHORD-13'ASSUREO. ISSUP.EO To at LATERALLY IOTIOR-CMOAO -IS-TO--SE-L-R7 (TION. WHICH 1s 'COMMON STRON08ACK BAIOGING 1 f011 ALL ROOF -.*SPANS FOR AOOITIONRL;jXFOP. 7f... Fnt FTAB , PLATE . C 1AL:TT STEEL. ICES OF TME ' C NOTED. -ALL 1 1ELATERMLLT, `r IF 4 RIG!!) t' BURCEII-AT. 'ALL • FARRING :ORM£ROEO AT 16'-0'. ALL •CONCERNIRO '- IreO,PARALLEL + _ reansea � • . MOT-01PPEO GALVaMi2£O•PR UTICA 1/5• fROM•THE OUTS CEAtERLI4E4. UNLESS OTHE Tt£-TOP CHORD-13'ASSUREO. ISSUP.EO To at LATERALLY IOTIOR-CMOAO -IS-TO--SE-L-R7 (TION. WHICH 1s 'COMMON STRON08ACK BAIOGING 1 f011 ALL ROOF -.*SPANS FOR AOOITIONRL;jXFOP. 7f... Fnt FTAB , PLATE . C 1AL:TT STEEL. ICES OF TME ' C NOTED. -ALL 1 1ELATERMLLT, `r IF 4 RIG!!) t' BURCEII-AT. 'ALL • FARRING :ORM£ROEO AT 16'-0'. ALL •CONCERNIRO '- IreO,PARALLEL + _ reansea � • . ` �� i} � '. ; _ ♦ - �-.!�•. . 4.:.:'F _ - .-r--esl-._ _ _. _ =--shy-__•r .•�. �. .-�...r GENERAL NOTES TrR r am P-MIX3 PROM - !.'1rPLf R 2X1 OR ZXt CDNTTNUOU3 RlRBDR i0 Tl1C QOI3T OF T1Q T1IIISS 1 I' S I 950 M �a'�1.. INS�07. -2% f1TiRTIWS"' T8i J IAATEEti .arjn.�T . V ilII SFONN. __ _ _ _ -- -- } f 2. -1132 �0� 2a lace w 2. -10]7 N IIa 110 IVIR Za 1056 _ BOTFOTWUfORDT (11 tx .22 i-•- Nis DESIGN Mt,T BCCN PRCPgRED FROM CQtiR7TC1T i1RRIf OZYQ.O/+.D IR T 7s �1�0 *8 is 791 N 413 N 12. �ti6 IVIR 3a 62S wC887 4Y 3 OF-4- The awaNCNT rtANUfgCrURCR• T 4- - -2S3 N 13N -2S3 (Nim Is 0 STANDARD wC7 LCl1 t 11 1/18 fltC7fES C/"OUNTY #; ~ J. SPLICE OCSIGNOTiGH3. T S. -dot 8 Ss -278 N S_ 348 w Ian .672 STANDARD wE9 AN 8� - - S-1 r 3280 T 6. 2210 8 8: 1652 N S. -294 N ISn 93 i�(�(I"„�-p-o q�- , 3-2R RN32205 i 7. 22a0 0 7s 1677 N 7c -469 N 16n -198 1! L,•f/LC�((�- t Ii v S-3. 321330 T Oa -i0Z8 S So 1120 N 3'N 1295 N 17. 603 • 5-47 RN32105 ON FLAT T 9a -1020 N 9. -1983 N 1a.7. -12'9 RN32!OS ON SIOES i Ian -I6S2 N 19s -121 APPROVED ppos.�� s-sR 246032!35GO ON FLAT T 11. -1677 �IL7� Q / � ' 2460 ON 510E5 i 1 2. 0 _ ii'� 7��/�r • S-61 321JSG ON FLAT LIVE LOgO....� 40.0 F.S.P. _ 3X32103 ON SIDES DEAD LORD..... 1-ISM USED PER SECTION 4.2.3.2 -• 3-7, 32I3G ON FLAT 10.0 r.a.I• OF :ME MOS. 3Z135C ON SIDES CEILING 0•L•• S.J •T .' \� SRlC£I S-4. S-S. S-8. ANO 3-7 RMrREr A 4XZX14- N0. Z 9LOM TOTAL SS•O r,a i, �`Z-`Z710X G4lT�tlON, L/]BD v r� , HI PER SAME SPECIES S THE CHORD SUBSTITUTED I •OO QURpT[Ofl FACTOR ��' � '+r • i• ; � '� ��, HIGHER SPLICE NUMBERS Mil BE SU83TITUTE7 FOR LOICElf MITVLICE 3& `•.�� /� HUM8E.lr AT .HE FABRICATOR'S DPlION• EXARfLE: S-j AAT 3E `� '/_a]t (r/• SUBSiI iUTEO FOR 3-4. CHORD BE SPLICED IS-1 If OT"M13EITCDi ANT- E0. MAT SE LRW ISE WHERE EYCEpr IN CENTER iXgE: OR 'NO PANELSNLSOTHE sorroIVLCI�`lOTE: Truss not SyRf' etrlC�l.t. FOR3ASICOESGNAUESRUER To ivemnr -1607. i Install in accordance with design: No. 0304 v ' soecificat?ops. WAR GF . I 1 0830 _Lno o M1 c- o I �c m s �O O J L V1 N H o N fV om m N N •*N7 of Gcnv Dir 1 O N 14 .00* 0830 j f - - o m N 1 _ lV 4n N O N I N m O! N N O V 1 0, 1 N I I 13--200' 1 t4'-7.00' -t.0- OVERRLL LENGTH j f r1.A tE CODE SfAC:NO OR 26 . • R-5000 I. .• u8C I 24.QU•� Q.L•.I � TRUSUAL CONNECTOR PLATES ARE Fannie FROM 16. 13. AMD ZO CAGE N07-Q1frea 'OCR ZED PRIME 4UALITT STEEL. _! ?✓ L9/SQ - AMI PLATES TO SOT" FRCES JF THE TRUSS RT -ACN Ja lot ;IND POSITION tIY FA OCR THE OOTSICE EaTiE3 OP T7! +• t CNOn03. C£X tt3LINE3 OF PLATES SMALL COINCIDE 917" INE JOINT CENTERLIMES. IINLE33 3THERNI3E • }b 7NU63 401013 SMRLL 9E TIGNT 400 ALL FLAiEi FULLT_ERSEODED.. TNE._TOP- CHORD.. 13_ ASSYMEO TO SE ._Lalema"I li To Onn,, 1 `1 `` �" .S^ _ =• SnACEO ST-'ME FIDOR'OR'ROaf--SM[RTN IMO YTHE� TTOR CHaRO SS Iifi3UME0'TD 3E LATERALLY iRi1CFJ if 4 nIe13 • R F L 0 R T R U S R tLo ED M TETIHLL 13 A TACl1ED DIRECTLY OTNER CASES. TME SiTTOM CM090 IS TO N -XHICA IS $LATERT SRACEO 41 q 1 0 E S'-I GNR-U-' =R5w� STSTE.R3 -ALIO Ta'TRa.,DE .•a- a. xgR3N0 3£TNEENEiRUS3ESMAL �.1 C25 STROCCBAC. SR teOlMO�IS KdMMEl10£@ fail -•• - •-. n•.. _.. w-.+•.,a 1D'-a- e.t FOR 4LL FLOOR SFANS OTEA 1Z -0 AMO 15"-0- O.C. /OR 4 n00f SPANS 13VEH •l6'-Dae L • i �'..r�-';�. SRA[.tq TO if315T ATERAL ORC£S !3 r0 of a£SIONED 7T 07MER3. .OR RDD 1Ti0MAL IM/]RnATiaR r-DNCERNIMGi _ 81.21A" AND STRONOBACH ORIDOINO. REFER TOR JESICN $PTC!FICAT10N3 FOR METAL PLATE COMMECM ►AROLLEL- T t SYSTEMS CHa NOLO TRUSUS. MT-do. ST THE TRUSS PLATE INSTITUTE. 'A""E CONFUSION Mar EXIST CONC£RNUR: PRO j j' FlT2>. ITT}( IJ�IMI{-SS-(=61 R�� ' B_I3087 ; i}ELO ERECTION. 1EpM-r MIRK INTERIOR SERRINO LOCATIONS..CANTILcVEAS. ANO THE CNOROE yIME TatGS ' i." y R INSTALLATION. IT IS THE RESMUSIOILITL'ar PHERS TQ RSCEIITAIN NAT TNC OES'af valr. t - ^•-•^ • e nar :•r:.?4.. ..:_" TRR3161L. ST3f%RS COBPORSTT0R:.:It SimmomaQ. COMMIT .-• U rN i ORAYI40 MMEET OR EXCEED ,TMS ACTItRL OERO lDtt03 IRf03E6 8T�i11E pirROtTORE.laANO-.[ «+ ,� �, _NJ r�-- _.,1. I r•-rt �� LOROS IRRPOSEO N _ el E 0 1STOR}CAI, CLIRN IC M! RQS .*a•....r=. ytY '+'r•r-'='3` ?'„ _!af.•'°'._-,*?:5.. «.yy- 3UTt N0 MO y� ` / k ,• z, _ 7. a 4s �. ea<+ >- >, ONOFELLOi - .._L___ �. .,�• 3t sr yyrr -•�. ..v+`�iN*�KAdi�..-.�"+"`r-t i�-•+ _T'r r••E� •rtti' ' ..�-. �. ,p ;fir• _ -.,. yr •�:YR .. ,. _ �jr � V ".K y`�`h�Cnd'.rt .. 1T... .'� -I.l�E d.' -Ap ^7w_ 7T��.3'sj.rt~�ny�7 �t-• ! Ns..3Tr�.�.?+•.r:.J�.s^f!• � 'i 'Y..LC. r Y-. ^ ',5�'` r' ,- ri ' .af.�-� ..V •kms" LSM;,•7-.y.-k. +�'Y"t-+.++-.... � '} -s a 3 � aF.:E�.,'!•, Si:pX •i.� s�,r, .�:•,, �.y�e ,� -' - }'^ .� .? .. t .••� �'�� 5 tm�+� �• 'C^`; ":: �r fi2c-�`'� b n� ♦�v is .;•;^ "4X ,.s ii°1•_+....rt .T :tr •, t Y 1�.. 7,src ::. �. �.t. • ;L d+" - '1. �ra,7'S .{i�.�� 'rC� �3 �1�. � F.y�.• t•.•�is. } -.. •� a .. .",1.. _-._-'`...�` `.•s.T L •!�-.•t-y�J. �•". GENERAL NOTES MEMBER FO ..,' I • AS,SHOWN.---- A XJ 014 M4—CONT ACES FROM LEFT 10 RIGHT - LO. AS, ,•--�US�R(BBOH 70yTME,p4D.[.g.LQf_TH[,rSS TOPICHOR(I 0 BOTTOM CHORD GOND. I ' i • THIS OEg1ON HAS BEEN PREPARED FROM COMPUTER INPUT T 2 B I= Z23• N .l= WEBS REACTIONS TME CDMPONENT MANUFACTURER. Ito -701 N --121 N 1O= -253• IYIR I: TOP CI10R0� � 3PEC[F(CTTTIDNS DE1210PED BT 3= 140 8 2 2= -242 N 3• SPLICE DES1CNgTIONS� T 4= 2245 3= -701 N 3= -393 II_ �56 I .'S-1: 3260 T S= 224S B 4= 94 N 4= _201 N 12= _ . YIR 2 1785 BOTTOM CH t11 4X2 •2 OF -L s. +'3-2, RN32105 B S. N 13= (YIR 3= 736 NESS, CHORD [I S -3r 321350 T 5= -1397 B 6c 2332 q Sc 20 N 14= -139 LHIR 1= 0 57pNORRO NEB (� N h T 7= 6= LENOTHe 0.0R�UN I I •� S-4. RN32105 T 8_ -1397 B 7c 2332 N 7= -1661 N 15= -253 STANDARD NEB RNCLE, 3t 4/16 INCHEs ON FLAT -2210 8 80 1380 N 8= -259 N 16c 891 20.6 DECREES 7 •± 24600 SItDESTEg T 9= -2203 -2322 N I7= -1501' BU (�! U��l� DEPARTMENT ga�N1! 2460 ON SIDES T t0_ -2203 N 9= 1616 N 18= _121 ar�d L 4V LJ f f'Eii iSc' 321350 ON FLAT T I1_ 0 - R213SC N SIDES LIVE DEAD LORD..... t0.0 y.s j S-7 32135C ON FLAT CELL APPROVED , 0 321350 ON SIDES LOBO.... 10.0 r"a-r. 1•ISFB' USED PER SE @YT/ SPLICES S-4. g_ CEILING O.L., g� 00 r=r OF THE NOS. SECTION 4.2.3.2 OF THE Sgry S' S-6• AND S-7 REOUIR'E A 4X2XI4' NO. 2 BLOCK TOTAL HIGHER E SPECIES AS THE CHORD MATERIAL 56.0 r.4.r, DEFLECTION CRITERION' L/360 NUMB SPLICE NUMBERS SUBSTITUTED IDL• 1.00 DURATION FgCTOR ERS RT T E S MOT BE TINXR FOR LONER sPLICE SUBSTITUTED FORFRBRICATOR'S OPTION. TOP CHORD MAT S 4• EXRMPLE S -S MAY BE WHERE EXCEPT BE SPLICED IS -I IF NOT T , yl• •� " NOTED. IN CENTER THREE OR ENO PgNELSNUIIEINOLESS OTHERNIRN7- c 4• FOR BAgIFOOESIGNHVALUESTREFER TOCISE I�C B�O.IRESEARCH REPORT .1507, ` Cv \;•�,+J• L•';`�%T NOTE: Truss not symmetrical. ,' �, ;: Install in accordance with design ry " specifications, 0830 M o 0 N No O N N I4.00- N .-700 '3.S0 PLATE CODE R-5000•sPRCINo DATE ? UBC 24.00. O.C. 2/19/88 A F� 0 <O R TRUS® 0ES I'G tir' PILE. PTK 9 IB C4-55-1241 4RU Sy, R -L 13086 C TRU9NRL•979iEM9 �00R-PonrjoSTS TEMSPMP,R 9_IOROOE COMPRM— U 6-rx`�rY- /.• a .... of '-.r-a-{-a..`e+A.w�ra - LI _ -. _ _ _ �.S rEtnF•,E"e+st4�.= r - w`•�`" ,n" '-�-... .. _.'.. 'a' "^.. •'Y .. ?^�3'rX'. SJ_ .:-t 6ir O • t•'1 1 Go O N7 O (n 7 H In N O N N O y In v 0 0 _N 1 QOi MO N 1 7 m O m C II1 m O O �iII•. 3 -SO - 16'-3.S0- 25'-7.5' OVERALL LENGTH RT 6Faru' I 1 0830 O v n N N ,CHORD.73-T0. 3.SO r F. 'S of STEEL. 6IN OTFO. 'RLL . LATERALLT JX R R1GIO.f SRRCEO—PT!; -- L_ FRAMING( = TOTAL, POINTS = - 2 -able-3-1. Slab Floor Points Table 3-2. Raised Floor Point 17n�-j1a-.1. R -Value of Insolation I I '1 -Value of I tiun I I I Insulation I Points I Depth, 'P• I Inches 1 0-2 1 3-4 1 5-6 1' 7+ 1 I I ZONE 11 I OWNER II i� / POINTS PERMIT N0. ASSIGNED ACTUAL 1. SLAB - INSULATION Table 3-11. Horizontal 2. RAISED FLOOR - R-19 1 -8 3. -30 CEILING - R-30- 1 -5 4. 4. WALL - R-19 1 -6 5. NOF.TH GLAZING - 2.43.67 I -2 6. EAST GLAZING - 2.5-3.673/" C b 7. SOUTH GLAZING - 1.6-3.67. I -1 S. WEST GLAZING - 2.9-3.6% �, Z 1-C 9. .SKYLIGHT - 0-1.3% i 0 10. SHADING (Exclude Overhang) O 10.65) 1 EAST - I 22 1 -2 I SOUTH - 4.6.19-.42 I Dints I Dints i WEST - /• 2-.13-.36 i 30 1 0 1 .SKYLIGHT - .37-.57 �- 11. HORIZONTAL SOUTH OVERHANG 2' _� d 12,. MOVABLE INSULATION - NONE 1 +2 13. r INFILTRATION (Standard=0)(Tight=+12)%,� 1 49 1 14. THERMAL MASS SF 1 -1 15. GAS FURNACE (SE) 71-76% 1 I 16. HEAT PUMP (EER) 7.5-7.9% 1 -4 17. DUAL PACK (SE, SEER) 8,0-8.3/71-767 i Z of WOOD STOVE -_ 70. 1 -4 1 WATER •,HEATER Z$ ointsl ATTIC% t Z -6 1 OTHER . C, TOTAL, POINTS = - 2 -able-3-1. Slab Floor Points Table 3-2. Raised Floor Point 17n�-j1a-.1. R -Value of Insolation I I '1 -Value of I tiun I I I Insulation I Points I Depth, 'P• I Inches 1 0-2 1 3-4 1 5-6 1' 7+ 1 I I I I I 1 I below 3 I -12 I test I I 3.2 I Table 3-11. Horizontal i 0-3.1 to 6.4 up 1 3-4 1 -8 1 0- 11 1 -3. 1 -5 1 -5 I -3 1 1 5- 7 1 -6 I X12 - 15 I -5 1 -3 I -2 I -1 I J 8- 12 I -4• I 16 - 19 I -3 i -2 I -1 1 0 1 1 13 - 1s I T2 20 + i -5 i -1 i 0 i +1 i i 19+ i 0 10.65) 1 0.41)1 I 22 1 -2 I I 7/7/83 Table 3-3a. Ceiling Insulation Table 3-7. South -Facing Clating Pte Points tation I I test I I 3.2 I Table 3-11. Horizontal i 0-3.1 to 6.4 up I I 1 Glazing Type I I R -Value of Insulation I Points I I Total I 1 I I I I I of g (u l pl� I 0 -.18 1 0 1 +1 i +2 I +2 1 +3 Floor ' I (Uly I - I (Ul 1 19 1 -4 I i Area :' 11.10) 10.65) 1 0.41)1 I 22 1 -2 I I I Dints I Dints i ointsl i 30 1 0 1 o i! +J +3 I 38 1 +2 1 1 up to 1.5 1 +2 1 +2 1 +2 1 1 49 1 +4 1 1 1.6- 3.6 1 -1 1 0 1 0 1 1 I I I 3.7- 5.2 1 -4 I 1 6.4 up I i Z of I T.3- 6.s 1 -6 1 -4 1 -3 I I oints I ointsl t 6.6- 7.7 1 -9 1 -6 1 =5 I C, +s I 7.8- 8.9 1 -it 1 -8 1 -7 1 I 1 9.0-10.0 1 -13 1 -10 .1 -9 1 rable 3-4a. Wall Insulation Points 1 10.1-11.5 I -17 I -13 I -11 1 1 0.6 - 1.0 1 -2 I . 111.6-13.0 I -21 I =16 I -14 I I R -Value of Insulation 1 Points 1 i 13.1-14.5 1 -25 I -19 I -16 i I I 114.6-16.0 I -28 I -22 ( -19 1 T.M . I -In_ Q6.A/... F-..1.1�.. a-.- I SC by I I Orten- I Z Floor Area tation I I test I I 3.2 I Table 3-11. Horizontal i 0-3.1 to 6.4 up I ( 6. I I I I I 0 -.19 i 0 i +1 I +2 1 .20-.36 I 0 I 0 I 11 1 19 1 0 I Table 3-8. West -Facing Glazing Pts. I South 1 0 1 3.2 1 6.4 18:O 1'9.6 I I to I to I' to I to I up 13.1 16.3 17.9 19.3 1 I 0 -.18 1 0 1 +1 i +2 I +2 1 +3 I.19--42 1 0 1 0 1 0 1 0 1 0 t 30 1 +3 1 1 I- Glazing Type I I I 1 I Total I 0 1 0 1 0 1 0.1 0 I 0 1 -1 1 -3 1 -6 1 -1 58-.82 I 1 1 -3 1 -6 1 -12 1 -15 aT-up I -2 1 -4 1 -8 1 -16.1 -20 I t I 1 2 of I Sngl, IDbl, I 7rpl, I to I to I to L to I to 1 7 1 1.5 1 3.1 f 3.9 1.5.2 0-.12 1 I Floor I (U - I (U - I (U - I Table 3-5. North -Facing G1az1nR Pte I Area 1 1.10) 1 0.65) 1 0.41)1 1 6.4 up I i Z of I Sngl, Dbl, Trpl, I Floor I I Dints I oints I ointsl I • I I I Glazing Type l C, +s •6 +i 10. - 10.41 I Total I I I up to 1.3 I +5 I +6 1 +6 1 1 1 t of I Sn-l, down 1 1 0.6 - 1.0 1 -2 I . + I +5 I I oints I i Floor I uDbl,Trpl, U- I I 2.]- 2.8 I 0 1 +2I +3 i ► D I Azea 1 0.66 10.42- 1 0.41 I t 2.9- 3.6 I -3 1 0 1 +1 1 I 0 I I 1 1.10 10.65 1 down I 1 3.7- 4.2 I -5 1 -2 1 0 1 -1 I I I ++4 ++l i 1.4- 2.4 I 4.3- 5.0 1 -e I -4 1 -2 I - I 0.1- t.2 1 1 1 +6 1 I 5.1- 5.6 1 -10 1 -6 1 -4 I 2.9- 3.6 I 1.3- 2.3 I +1 I +2 I +2 I I 5.7- 6.2 i -13 ( -8 1 -6 1 I -2 1. I 2.4- 3.6 I -2 I 0 1 +1 I I 6.3- 6.9 I -15 1 -10 I -7 I 1 4.7- 5.6 3.7- 4.8 I -4 I -2 I -1 I 7.0- 7.6 I -18 I -12 I -9 I I I 4.9- 6.1 I -7 I -4 -3 1 •I- 1 7.7- 8.2 I -20 I -14 I -11 I -10 1 1 6.2- 7.3 1 -9 I -6 1 -5 I 1 8.3- 8.8 ( -22 ( -16 i -13 I 1 7.4- 8.2 1 -12 1 -8 1 -7 1 i 8.9- 9.5 I -25 I -18 I -15 I I 8.3- 9.7 I -14 I -10 I -8 I I 9.6-10-i I -27 -20 I -16 I I 9.8-10.8 I -17 1 -12 I -10 I 110.2-11.0 1 -29 I -23 I -17 t 110.9-12.0 I 9.8-11.2 1 -19 I 4 I -12 I 1 11.1-11.8 1 -35 1 -26 1 -21 f I Ir.T-r T 1 -22 1 -16 1 -13 1 1 11.9-12.7 I -38 1 -29 1 -24' I 113.3-14.5 -19 1 1 -24 1 -18 1 -15 1 1 12.8-13.5 I -42 I -32 I -27 1 8.9- 9.5 14.6-15.3 i -27 1 -20 1 -17 1 1 13.6-14.3 I -46 1 -35 1 -29 -24 -20 1 9.6-10.1 I -33 I -26 I: 114.4-15.2 I -50 1 -33 I =32 1 T.M . I -In_ Q6.A/... F-..1.1�.. a-.- I SC by I I Orten- I Z Floor Area tation I I test I I 3.2 I Table 3-11. Horizontal i 0-3.1 to 6.4 up I ( 6. I I I I I 0 -.19 i 0 i +1 I +2 1 .20-.36 I 0 I 0 I 11 I 37-.66 I 0 1 g I 0 I 37-=82- I 0 I 0 t -1 1 .83 up I I I 0 ( -1 I -2 I I I South 1 0 1 3.2 1 6.4 18:O 1'9.6 I I to I to I' to I to I up 13.1 16.3 17.9 19.3 1 I 0 -.18 1 0 1 +1 i +2 I +2 1 +3 I.19--42 1 0 1 0 1 0 1 0 1 0 I 43-.66 I 0 1 L 1 -2 1 T2 -3 1 -Fr up l ' .1 0 l -2 I -4 I -4 1 -6 West I .1 11.6 13.2 1 6.4 1 3.0 I to I to I to 1 to I up 1.5 1 3.1 i 6.3 i 7.9 0-.12 1 0 1 +1 I +3 I +6 I +7 .13-.36 I 0 1 0 1 0 1 0.1 0 .37-.57 I 0 1 -1 1 -3 1 -6 1 -1 58-.82 I 1 1 -3 1 -6 1 -12 1 -15 aT-up I -2 1 -4 1 -8 1 -16.1 -20 I t I I- Glazing Type I Skylight 1 .1 1 .6 1 1.6 1 3.2 1 4.0 I to I to I to L to I to 1 7 1 1.5 1 3.1 f 3.9 1.5.2 0-.12 1 0 1 +1 1 +3 I +6 1 +7 .13-.36 10 1 0 1 0 I 0 1 0 .37-.57 1 0 I -1 1 -3 I -6 1 -- .58-.82'.1 -1 1 -3 1 -6 1 -12 1 -i .83 up I -2 1 -4 I -8 I -16 1 -20 1 I I I I I I I I I Table 3-11. Horizontal South Overhane Point! Table 3-9. Skylight PointsSouth Glazing Table 3-6. East-Facin Glazin Pts. 1 Length Out I Area, Z of Floor I I Glazing Type I I from Wall I I I I- Glazing Type I I Total I I I ft r Total I I I Z 0f Sngl. Dbl, Trpl, 1 I 0-6.3 1 6.4 up I i Z of I Sngl, Dbl, Trpl, I Floor 1 U- I U- 1 0- I I I I • I Floor I (U - I (U - I (U - I I Area 10.66- 10. - 10.41 I 0 - 0.5 -2 T I Area 1 1.10) 1 0.65).1 0.41)1 1 1 1.10 1 0065 1 down 1 1 0.6 - 1.0 1 -2 1 -3 1 I I IIpo!nts I oints I ointsl 11.1 - 1.9 1 -1 1 -2 1 1 ► D I +' + 71 r4' 1 1 up to 1.3 I -1 0 I 0 I I 2.0 up I 0 I 0 I I I up to 1.3 1 +3 1 +4 1 +4 1 I 1.4- 2.2 I -3 1 -2 1 -1 I I I 1 1 T i 1.4- 2.4 I +1. 1 +2 1 +2 1 I 2.3- 2.8 I - 1 -4 1 -3 1 Table 3-12. Movable Insulation 1 1 2.5- 3.6 I' -2 1 0 1 O I I 2.9- 3.6 I 1 -6 1 -5 I Points I I •1- 4.3 ( -5 I -2 1. -1 I I 3.7- 4.2 I 1 1 -8 1 -6 I I 1 4.7- 5.6 I -8 I -4 1 -3 I I 4.3- 5.0 I 14 1 -10 1 -8 1 1 Moveable Insulatlos"l I I 1 5.7- 6.7 I -10 I -6. 1 -5 I I 5.1- 5.6 1 -16 I -12 i -10 1 1 Area, Z of Floor I Points I I I 6.8- 7.7 I -13 I -8 1' -7 I I 5.7- 6.2 1 -19 1 -14 I -12 1 1 I 1 I 7.8- 8.7 1 -15 1 -10 1 -4 1 1 6.3- 6.9 -21 1 -16 1 -13 1--7 1 I 8.8- 9.7 I -1.7 1 -12 1 -10 1 1 7.0- 7.6 I -24 1 -13 1 -15 1 1 0- 5.3 I 0 I I 9.8-11.2 I -21 1.-15 1 -13 1 1 7.7- 8.2 I -26 I -20 1 -17 1 I 5.6 - 11.5 I +2 I 111.3-12.7 I -25 1 -18 •1 -15 1 1 8.3- 8.8 I -28 I -22 1 -19 1 I 11.6 - 17.5 1 +4 1 112.8-14.0 I -231 -21 1 -18 1 1 8.9- 9.5 I -31 1 -24 1 -21 i ( 17.6 - 23.5 1 +6 1 114.1-15.3 -32 1 -24 -20 1 9.6-10.1 I -33 I -26 I: -22 I I `23.6+ I . +6 I 111 11I 11 Table 3-13. I-WItration Control I Control Features I Points I I i r I I Standard I 0 I I I 10.9 air changes per hr ( I I 1 1 Tight I +12 0.6 air changes per hr Table 3-15. Cas Furnace Without Refrigeration Cool:re Points I Seasonal Efficiency I Points I 1 (SE), I I (EER) I I 71 - 76 I 0 1 77 - 82 I +2 I I 63 - 88 I +4 I 1 89 - 94 I +6 I I 95 up I I I +8 1 I I 8.8 - 9.1 1 Table 3-16. Feat Pumo Paints I Energy Efficiency I Points I I Ratio (EER) I 1.500 I C I 7.5 - 7.9 I +3 I 3.0 - 8.3 1 +6 I I 8.4 - 8.7 I +9 1 I 8.8 - 9.1 1 +12 i I 9.2 - 9.6 I +15 1 I 9.1 - 10.2 I +18 I I 10.3 - 10.8 1 +21 I I 10.9 - 11.5 I +24 I I 11.6 - 12.3 I +27 1 I 12.4 - I 13.2 1 I +30 I I Table 3-17. Cas Furnace With Refrleeration Cooling Points ;Refrigeracfad Cas Furnace I I Cooling I S£ ; I 1- 7-183- 89- 95 I 1 761 821 881 941 up i 1 8.0• - 8.3 1 01 +21 +•41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+10 1 I 9.8 - 9.2 1 +41 +61 +81+101+12 1 1 9.1 - 9.7 1 +61 +81+101+121+14 1 I 9.8 - 10.3 1 +31 f. o1+121+141+16 1 110.4 - 10.9 1+1Ci+121+1+1+165+19 1 1 11.0 - 11.6 1+121+141+161+131420 1 I I I I I i 7/7/83 LONE I1 TABLE 7-14 (ADAPTED) INTERIOR THERMAL NASS POINTS race - AREA SQ. It. 1.000 I A 8 C D A 1.500 I C D A 02.000 B C 0 A 2.500 8 C 0 I A 3,000 B C D A 3.500 6 C D r A 1,000 8 C D I A 4.SG0 6 C D A 5.000��----�� I 8 5o 2 2 2 2 2 2 z 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 I 0 100. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 0) 0 o 0 0 1 ISO 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 0 1 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 .2 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 t 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 : 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2' 2. 7 2 2 350 14 14 12 8 10 10 a 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 1 2 4 4 2 t 4 4 t 2 $03 18 15 16 10 12 12 10 6 10 10 a 6 a a 6 4 6 6 6 4 6 6 6 2 6 6 0 2 4 4 4 603 22 20 18 12 14 14 12 8 12 12 10 6 10 10 a 6 8 8 6 4 8 C 6 4 6 6 6 4 6 6. 4 2I 6 6 4 t l 103 24 24 20 14 18 16 It 10 14 14 12 8 10 10 10 6 10 10 6 6 a e 6 4 8 6. 6 4 6 A 6 41 6 6 a 2 1 i 230 26 24 22 16 70 16 16 10 14 14 12 8 12 to 10 6 10 10 8 6 10 A 8 / ! 6 6 4 8 6 6 1� 6 6 C. 900 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 0 8 '8 4 6 a 6 11 E a 6 /• i 1,010 30 50 26 18 22 20 20 14 IS 16 16 10 14 14 12 8 12 12 10 -6 12 10 10 6 1086880 4� n a C i1..Do 72 37. t8 20 ?/ 2! 22 1{ 20 20 18 10 16 16 14 8 14 11 12 8 12 12 10 i 0 10 10 6 10 10 8 (0 e e 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 l4 10 14 14 12 8 14 12 12 8 1110 '1! 12 10 6 10 10 6 6 In In a 6 i 1,700 34 34 32 22 28 26 24 16 22 22 20 12 16 18 16 10 lu 14 14 6 14 12 12 8 12 12 10 6 12 10 10 61 10 ;0 F. 6 1.400 34 34 32 24 28 28 26 18 24 24 20 It 20 18 12 18 16 14 10 11 11 12 8 14 11 12 8 12 12 :G 6; 10 13 17 5 1.500 36 74 34 24 30 30 26 IS 24 24 22 11 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 6 17 12 10 AI ;? ti 1: i 2.000 ! 34 34 32 22 30 30 26 120 18 26 26 22 16 22 22 20 14 ( 20 20 18 12 IS 18 16 10 16 16 i4 GI 14 l4 12 o fi 2.500 I 34 34 30 22 :0 30 26 18 26 26 24 16 24 24 22. 14 22 22 18 :2 20 20 Is I: is 13 16 :0 3.000 34 32 30 22 30 30 26 18 28 26 24 16 24 24 22 14 22 22 20 14, 7,500 _ 72 32 30 20 30 30 26 18 26 28 24 16 26 14 2? 141 74 :4 20 14 32 32 30 20 30 30 26 18' 1a 28 24 It 1 15 2S 2: If 1.500 _ 32 32 28 20 lU 70 26 it j is ..n. V ;6 : 5,000 - _ 32 17 V 201 10 30 26 1 •' A) 1. 3y' Concrete Slab: HC -8.93; R-.29; Factor -7.3 2. 3 3/4' Thick Common Brick: IIC=7.125; R-.13; Factor -7.3 a) 1. Sy' Concrete Slab: HC -11.106; i-.458; Factor -7.1 C) 1. B' So11I Filled Block: HC -20.63; R-1.93; Factor -6.1 2. a' S.1,d Filled B1ocK With Both Sides Exposed To Conditioned Air. NOTE: Use all &Quare footage directly exposed to conditioned air for Thernal'Hass Area: HC -10.164; R-.96:; Factor -6.1 01 1' Thick Concrete/Tile: HC-2.SS; R--083; Factor! -3.7 Table 3-19. Zonally Controlled Electric Resistance Space Heating Points Points Eoe chin erasure will I Table 3-20. Solar Water Heetln With Cas Backur Points I be completed after the CEC I I has approved an Alternative I 1 Component Package for Resistance i Beat. Table 3-18. Active Solar Space Heating with Gas Points 1 Yet Solar Fraction I Points 1 I (NSF), x I 1 I I f I 0-6 I 0 i I 7 - 14 I +2 I I 15 - 23 I +4 I I 24 - 30 1 +6 i I 31 - 39 I +8 I 40 - 47 I : +10 1 I 48 - 55 I +12 I I 56 - 63 I +14 I 1 64 - 71 I +18 I 72 up 1 +20 I wood stove #33 points'no back up) casablanca fan + l.point Yultifamil (per unitpoints) Floor Area Net Solar Fraction (NSF). Z per unit. ft2. I Solar with Electric I II I Re+lstance Backup I I I Haecing the 8eauire- ( I hent• lu Part 2 i 0 i 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +l0 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2X00 and u 0 +1 +2 +4 +5 +6 +7 +9 All others (pe building points) 8U0-899 0 +5 +10 +14 +L9 +24 _ +29 +34 900-999 0 +4 +9 +13 +17 ail +26 +30 1,000••1,199 0 +4 •1.7 +11 +15 +19 +22 +26 1.20f-1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,9990 +2 +5 +7 +9 +12 +14 +le 2,0()0 -?•999 +2 +3 +5 +7 +8 +10 +Il 3,060 ar•d us -0 0 +1 +3 +4 +5 +7 +S +10 Table 3-21. Other Water teat! Points 1 ( baa Only I I I I 0 i I 1 seat pump ( 0 I Solar with Electric I II I Re+lstance Backup I I I Haecing the 8eauire- ( I hent• lu Part 2 i 0 i I Electric Resistance I I I Only ,o ; RESIDENTIAL PLAN CHECKING GUIDE (S.F. DUPLEX 6 MISC. ONLY) 7/85 u�7 Z Bldg. Permit d / rG 7 OWNER Ad -bi AAA1i C'1- A.P. 0 /I -/4r- I GENERAL ply. g rements: (sideyards and number of permitted living units). Valuat /o UIe, ana signed by designer. Eaergy Design and Compliance. Existing violations on property. PLOT PLAN Complete parcel size and dimensions. `Y Setbacks, sideyards, casements, etc. � Other buildings or structures. 4 4 11a, drainage. Flood haza ions on creation map or compliance document. FIDOR PLAN ,/r.'Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Sec. 1205). 3. Required windows for second exit (Sec. 1204). Skylights (Chapter 34 6 Sec. 5207). /human impact glass (Sec. 5406). i6. Required room sizes, ceiling heights (Sec. 1207). f70'_G.F.C.I.'a in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. �9 Locations of water heater, heating and cooling equipment, other electrical or gas I,,,T equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). A%r' 1 - 3'0" exterior exit door (Sec. 3304(c)). j.2!' fireplace and wood stove location. 1a! Smoke detectors (Sec. 1210). STRUCTURAL DETAILS ,.I -'.Foundation plan complete enough to construct building. -4' Floor construction details complete enough to construct building. y Elevations and wall construction details complete enough to construct building.►�TS7RO�o C6vua; Roof construction details complete enough to construct building. A.*- Fireplace construrtiun details and talcs if necessary. ,i.- Sufficient dat.n and details w sati:;fy cuergy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR 4. Exposure I plywood on exposed locations and overhangs. ,2 ----Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). /Guardrail decoils (Sec. 1711 6 3306(j)). {{ ,A -r Brick or stone veneer (Chapter 30). i -1�_Exterior plaster - weep screeds (Sec. 4706). ' groper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. Garage door or porch header sizes. may. Adequate brat Ing Re& z!g17C.'q} 0--lO. Living area over garage - complete 1-hour•separat4on required on garage side including supporting walls and posts, etc. %dam Two exits on three-story dwellings.(Sec. 3303 6 see Nezannines 1716). Attic access and ventilation (Sec. 3205)./56P�'�/£Rv/s7�sF�ji7CA��,4(zaz3o) Underfloor access and ventilation (Sec. 2516). /SF PER /6-05F a.F.4fte4 ood stoves, clearances, alcoves 6 1 -hour shafts. Ft F"4e gW oo4eazr O e-e-c..vas 5 Combustion air for fuel burning appliances. :I6. Noise requirements on duplexes. ✓1'f Adobe soils - special foundation design. Retaining walls requiring design. Unusual shape, size or split level house requiring lateral design. D4--eFcoc✓ oe6vew/no.v .0'6�ice yew /Ov ; aPe Zl. Fitv.M9� .OsTE3/Pr2 02 PT Ptx74 NGft ZS74ec), /jam 7Z4,tss V4 a c&--416 C--' ^ac. 6 / abr� 2677CA ) 6 50.4 /'A -4r- 6 eo -4,/ 414r J/�� Gt/•i, cCoS�T L/6//7'f/4T CL/C Pt''K d/O-9/t.tp� �r rvLafrntet P�oTtGnvd/ �•m .�/ i:`.6�sYs.d. � Per /7YJ Xa j, G!q �-es 9avv� .� y�/1DiA/L'/C. CvsvrxYJn�it/T /�F+Z s� X09; GIf'C c-,Ae p1oe.v6 �e.W 69c /Z/3, c&OC r -ex +G ce~ P•c4u7 .o Feet 0/yr"ae PEYt 1-41-0 war- FORM RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY Owner Climate Zone Permit No.. 74,5--g? Floor Area 2 Compliahce path: Package ❑ A ❑ B ❑ C ❑ Point System ❑ Budget R Other �O MIN R -VALUE DESCRIPTION REQ'D• INSTALLED ITEMS. (1) INSULATION: Roof/Ceiling 3 0 Wall ❑ Slab Floor Perimeter ■ Raised Floor (2) INFILTRATION: ❑ (A) A vapor barrier is required in climate zones, 1, 14 & 16. ■ (B) All manufactured windows and sliding glass doors shall meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. i Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑' (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger (3) GLAZING: (A) Location Area Glazing Uloor Area Single Double Triple Total Bldg 4110.0 0 _2Q, North 2 7 East 3, ■ South ■ West ❑ Skylights (B) Shading Shading Coefficient Description ❑ East ❑ South ❑ West ❑ Skylights ® (C) South Overhang Length of projection ft. Description ❑ (D) Moveable insulation: Area ftZ Description E Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC=' R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC=. R= MC= Location + ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location 7/83 FORM 1 (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or -glass doors covering the entire opening of the firebox; a combusion air intake equipped with a readily accessible, openable, and tight fitting damper to draw'air from the outside of the building; and a tight fitting flue damper with a readily accessible control. *1(5) HEATING. VENTILATING; AIR CONDITIONING SYSTEM (A):: -Heating ❑ Central Gas Furnace 7/83 (brand and model number) Btu/hr (heating capacity) Heat Pump. (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar ACOP % SE 'type (liquid or air) Collector brand and ft2 model number solar fraction collector area collector orientation collector tilt rated y -intercept rated slope Other L(/ 0 Lc (describe) (B) Cooling Electric Air Conditioner (brand and model number) Btu/hr. (cooling capacity at 95°F) 13 Electric Heat Pump 001041 igm -/ (seasonal EER) EER Btu/hr (cooling capacity at 95°F) ❑ Other (describe) ❑ (C) A TWO-STAGE THERMOSTAT, which controls the supplementary heat on its second stage,.shall be required for heat pumps. ® (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. ® (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances. in (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 2 f FORK 1 •` (6) DOMESTIC WATER SYSTEM •' ® -('A)- Gas Only Gallons (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) ❑ * 2 Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft :(backup heater type, brand and model number) (collector area). (collector orientation) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) ® :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (C) PIPE INSULATION. The five feet of pipe closest to the water heater and outside conditioned.space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam -condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20 -1408(d). (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. (7) LIGHTING ® (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation. of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature 0, elevation s ', heating load g 7246BTU elevation factor J x heating load = maximum outlet capacity gas furnace 200 BTU Cooling: Summer design temperature /UZ°, cooling load-?8SZ6*BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building..design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE OF BUILDING poSla&k OR APPLICANT 3 ITEMS SHOWN - POINTS -�o KFV5eV ftW f = -'17- -I. 12-1. Slab Floor Points T.A1. 1-2_ a.r..• e1... a-r-.- Inglla- I R -Value of Insulation flan I Depth, lnthes 1 0-2 1 3-4 1 5-6 I' 7+ 0-it1-31-31-31-5 is - Is 1 -3 1 -3 1 -2 1 -1 16 - 19 1 -3 -2 1 -1 1 0 20 + 1 -3 1 -1 - 1 0 1 +1 7/7/83 R -value of [.111VL 11 Insulation 1. yam` OWNERyr," Lr-, POINTS ' PERMIT N0. -' ASSIGNED ACTUAL A 1. SLAB - INSULATION NONE 10.42- 1 0.41 1 I - 12 -4' - 2. RAISED FLOOR - R-19 - -Z- 3. 3. CEILING - R-30 O 4. WALL - R-19 ( +2 I +2 i .� 5. NORTH GLAZING - 2.4-3.6% - Ilk 6. EAST GLAZING - 2.5-3.6% 0 7. SOUTH GLAZING - 1.6-3.6% _0 ' 8. WEST GLAZING - 2.9-3.6% 1 4_ i 9. SKYLIGIIT - 0-1.3% ( -8 1 -7 I 10. SHADING (Exclude Overhnng) -10 1 -8 1 1 _ EAST - .67-.82 -12 I -10 a SOUTH - .19-.42 -14 ( -12 1 1 12.1-13.2 i WEST - .13-.36 -16 I -13 i 13.3-14.5 1 SKYLIGHT - .37-.57 -18 I -13 I 11. HORIZONTAL SOUTH OVERHANG 2' -20 1 -l7 1 t 12. MOVABLE INSULATIOII - NONE ' 13. INFILTRATION (Standard=0)(Tight=+12) I -32 ' 14. THERIfAL MASS SF D 15. GAS FURNACE (SE) 8'op�l 71-767. 1 -33 1 16. HEAT PU11P (EER) 9i 0 17. 19 �.1 DUAL PACK (SE, 5 ) 8!0-8.3/71-76% } 4 l p 13. 1 ACTIVE SOLAR % IIIN D 19. ZONALLY CONTROLLED ELECTRIC D 20. SOLAR WITH GAS BACKUP (HW) ZS 21. OTHER - NO ELECTP.IC Cluj (HW) d ITEMS SHOWN - POINTS -�o KFV5eV ftW f = -'17- -I. 12-1. Slab Floor Points T.A1. 1-2_ a.r..• e1... a-r-.- Inglla- I R -Value of Insulation flan I Depth, lnthes 1 0-2 1 3-4 1 5-6 I' 7+ 0-it1-31-31-31-5 is - Is 1 -3 1 -3 1 -2 1 -1 16 - 19 1 -3 -2 1 -1 1 0 20 + 1 -3 1 -1 - 1 0 1 +1 7/7/83 R -value of I Claztng Type 1 I I Insulation 1. ( points bilor 5 -12 I U. I u- I I Area 0.66 10.42- 1 0.41 1 I - 12 -4' 13 - to +! •lf+ 0 Table 3-3s. Ceiling insulation Points I R -Value of Insulation I Points 19 I -4 30 0 36 1 •2 49 I •4 ble 3-4a. Well Insulation Pointe R -Value of Insulation I Points 11 1 19 0 24 +2 30 I +3 Total I of I Claztng Type 1 I I Sngl, Dbl, Irpl, I Floor l u- I U. I u- I I Area 0.66 10.42- 1 0.41 1 11.10 +3 1 0.65 1 dove 1 1 a+4 a+4 I 0-1- 1.2 ( 1 1 +6 1 1 1.3- 2.3 ( +1 ( +2 I +2 i I 2.4- 3.6 I.-2 I 0 1 +1 I I 3.7- 4.e I -4 I -2 I -1 I. 1 4.9- 6.1 1 -7 I -4 ( -3 1 1 6.2- 7.3 I -9 ( -6 1 -5 1 7.4- 8.2 1 -12 ( -8 1 -7 I ( 8.3- 9.7 1 -14 I -10 1 -8 1 9.8-10.8 ( -17 I -12 I -10 110.9-12.0 ( -19 I -14 ( -12 1 1 12.1-13.2 i -22 1 -16 I -13 i 13.3-14.5 1 -24 1 -18 I -13 I 1 14.6-15.3 1 -27 1 -20 1 -l7 1 Total I of Floor Area I up to 1.3 1.4- 2.4 2.3- 3.6 3.7- 1.6 4.7- 3.6 3.7- 6.7 6.8- 7.7 8.7 9.7 9.1111.2 11.3-12.) 12.8-14.0 14.1-15.3 Facing Clszl Claztng Type ••ti+, r wa. .r pr, Iu10) ( 0.63).1 0u41) points I oints I oints •+3 +•44 +3 1 +4 1 1 +4 +1 . I +2 +2 -2 I 0 0 -3 I • -2 1 -1 -e 0 -1 -2 -3 1 -6 1 -4 -13 -ii I -6 I i -13 I 1 -18 -1? -12 -10 1 I -14 . s 1 -13 I21 I -13 1 1 1 -18 --1 -ie -27 1 -20 -24 1 -20 1 -23 1 -17 1 Iao1e 5-7. outh-Facfne Clatln Pte I I Cleting Type 1 Total I I I of ( Sngl, Dbl, T-ir I Floor 1 (u . I (u - I (0 - I Area 1 1.10) 1 0.63) 1 0.41)1 I I olnts ( oints I ointsl I up to 1.5 1+ 2 1 +2 +1 1 I l.6- 3.6 1 -1 1 0 ( 0 1 1 3.7•- 3.2 1 -4 I -2 ( -2 1 I 5.3- 6.5 1 -6 I -4 I -3 I I 6.6- 7.7 1 -9 1 -6 I -5 I I 7.8- 8.9 1 -11 1 -8 I -7 I I 9.0-10.0 I -13 1 -10 .I -9 I 110.1-11.5 1 -17 I -13 1 -11 1 1 11.6-13.0 I -21 ( =16 1 -14 I 113.1-14.5 1 -25 1 -19 I -16 14.6-16.0 1 -28 i -22 .i -19 Table 3-8. West-raclnq ClazlnR Pts. Total I of Floor Area 0 up to 1.3 1.4- 2.2 2.)- 2.8 2.9- 3.6 ).1- 4.2 4.3- 5.0 5.1- 5.6 5.7- 6.2 6.3- 6.9 7.0- 7.6 7.7- 8.2 8.3- 8.8 8.9- 9.5 9.6-10.1 10.2-11.0 11.1-11.8 11.9-12.7 12.8-13.3 13.6-14.3 14.4-13.2 r ^n+r � uvi, 1 IrFt.l (u -I 1 1.10) 1 0.65) 10.41)1 I oints 1 otuts I�intsl f +6 +� T •6 T 1 +5 1 +6 1 +6 1 +3 1 +4 1 +5 1 0 1 +2 1 +3 1 -3 1 0 1 +1 1 -5 1 -2 1 0 I 1 0 I 0 I -1 .83 up i 0 -1 -2 -10 1 -6 1 -4 -13 1 -8 I -6 I -15 I -10 1 -7 1 -18 I -12 1 -9 1 -20 I -14 I -11 I -22 ( -16 I -13 1 -25 1 -18 1 -15 1 -27 1 -20 ( -16 1 -29 1 -23 1 -17 1 -35 I -26 1 -21 -38 ( -29 i -14' 1 -42 I -32 1 -27 -46 I -35 1 -29 I -50 1 -33 1 -32 1 Table 3-9. Skyltpht Points r ( 1 Claztng Type I I Total I 1 I I of r Sngl. Dbl. Trpl, T I Floor 1 0- l u- l 0 I I Area 0.66- 1 0.42- 1 0.41 ( I 11.10 10.63 1 down up to 1.3 1 -1 1 0 1 0 1.4- 2.2 1 -3 1 -2 I -1 2.3- 2.8 1 -6 1 -4 I -3 2.9- 3.6 1 -9 1 -6 I -3 3.7- 4.2 1 -11 1 -e I -6 4.3- 3.0 1 -14 1 • -10 ( -e 3.1- 5.6 ( -16 1 -12 i -10 3.7- 6.2 1 -19 1 -14 1 -12 6.3- 6.9 1 -21 I -16 1 -13 7.0- 7.6 ( -24 1 -13 1 -15 7.7- 8.2 I -26 i -20 I -17 e-3- 8.8 ( -28 I -22 1 -19 8.9- 9.1 -31 1 -24 1 -21 9.6-10.1 -33 1 -26 1 -22 I Table 3-10. Shading Coefficient Points j I s� coy I floor Area ( tattoo 1 T-- I east i I 1.2 • 1 I 1 0-3.1 I to6.4 u p 1 1 6.2 i i 0 -.19 1 0 I +1 1 .20-.36 1 0 I 0 1 �1 ( 37-.66 1 0 I 0 I 0 I .67-.92 1 0 I 0 I -1 .83 up i 0 -1 -2 i i 1 South 1 0 1 3.2 16.4 1 8.0 1 9.6 I I to I to I to I to I up I 13.1 16.3 I 7.9 19.3 I I 0 -.19 I 0 1 +1 I +2 1 +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 1 0 I .43-.66 1 0 1 -1 I -2 i -2 I -3 1 .67 up 1 0 1 -2 I -4 I -4 1 -6 West ( -t 11.6 1 3.2 16.4 1 9.0 1 to I to I to I to I up i 1.5 1 3.1 16.3 1 7.9 I I I I I I 0-.12 i 0 1 +l 1 +3 1 46 I +7 .13-.36 I 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 1 -3 I -6 I -7 .58-.e2 I -1 I -3 I -6 1 -12 1 -15 .83 up 1 -r I -4 I -8 I -16 i -70 Skylight I .1 1 .8 11.6 13.2 14.1) I to I to ( to I to I to F---T-T 3. l 1 3 _2 0-.12 1 0 1 +1 I +3 1 +6 i +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I .58-.82 1 -1 I -3 I -6 1 -12 1 -, .83 up I I -2 I -4 I -e I -16 I -20 I I I I Table 3-11. Horizontal South Overhang Points Seuch Cla:fng I Length Out I Area, I of Floor I I from Wall I I I It j- ( 0-6.3 I 6:4 up I 1 u- u.) 1 -2 1 -4 I 10.6 - 1.0 1 -2 I -3 I 11.1 - 1.9 I -1 I -2 I 2.0 up I O I 0 1 Table 3-12. Movable insulation Moveable Insulatton'l I Area, 9 of Floor ( Points 1 i 0- 3.5 I 0 1' 5.6-ll.5 ;,1 +2 11.6 - 17.5 it +4 1 17.6 - 273.5 t 1 46 1 >23.6+ +e 1 . e 0 0 0 0 1+ N N N• V N N •! w ,p .p ,• •• O) 7 V O M N N N N N •<• •.) b V Y 0 Y7 n I• .t w 0 •• ' I O � w w w •.• '•1 b O N N t 1 O I Nlr O O N N N N M• • V • b 0• Y G• O O N== -) • y p; K' O O M N N N N• • V • V O f1 O Q 0 0 N• w N: • p 7 i IO I O O O N N N N N N N•••• w V y .1 J V w •.. -. e l :. v r. ..• „11 u Y O O N N N N N N•• b •• V O e o 0 0 O •! O O N 1 N w •• •� .� w N N N N •V ( • r O N N N N N •• •• V•• e 0 0 0 !l t1 V O �. a n !., ••• •� •- w w N N •.• t1 n ' < O M N N N N • • ••••• e e O N N N .a O ry N N^ NI o e o e N N N N N N• ••• b b b b a a o N e e a o ' o r O O N N M N N • • b•• e e o o e N .a b a N• b a O ^ N N ry N • O w r r .. r ... i • O O N N M N N •• ••• V O O O N ro• • O N••^ N ' ^ r •. r w w r N N N ^ K O N N I• N N•• • V r e1 0 0 0 N N• • o N• w^ N • ••• ^ � ^ w r .• N N N w1 O O O f• N N N N N N•••• V V O O O o N•• g 0 r r r ••. ry 00 Y O O t• N M N•• ••• O A O O N N N • O 1'I • b O ! N •� .• ••• r w r r ro N N n A• O N w/ N N•••• y r e O O N N N• b 0•• O N N N • O N N N M•• ♦ V•• O O N N••• b 0• e O N • ^ w w w •� ^^ .- N N N O • as O 0 0 1• M M N N N•••• V• 0 0 0 0 0• b 0 0 •• N r .. r N N O Y O, N N N N• •• • V • e O O N N••• O• b O r O ^ a I+ r O N N N•• •••• O O N N••• b O N b O N 0• r .•• w w w ••• r •. w N N A A N W S < 0 11 N N•• • V • r O O N N•• •9 a a N b O N � w w r r w N N •'1 • •. r w r O O O M N M N N••• V b e O e O O N N b e N O y O N M N•••••• 0= N N•• y^ O N •• O � O w r w r r N N !• Y= r r N• O N N•••• .• O O O•• .• a O O O V'^ ^ ^• ^• •.• w r w w N N N • O N N•• •••• O O N•• V e 0 0 N b 0• w r w w w •. w w N N N^ O O O M M N N• •• • V O O O O O N N'• a N O w w w ••. r r •. r N r • O Y N N N• '1 V V ••^ N N• V a o 0 0 N V O W O •� w w r ... N N N N !1 • s o 1 N• N N N••• • O o N•• b o 0 0 N• N ^ N ^ ^^ w w N N N N t N N N•• • 0 0 0 N•• V O O N N•N• 'N ^• W ^^ r^ r w N N t e O O N N N.• •• V V o 0 0 N•• V b o O N O y N N•••• •• O N I• V O O N N N V b � O ^ •"• r w r ry N N N N g A W N I O !• • M •N • ••• O O N• V V O 2• b b a O• ♦ M N♦• V O O O N V O^ N� N• ry N ^ N N O M N•••V • O O N•• b a J N N• • w .• w w w w .I N N N N O O y N •. ••• r r .� r O N N N O n n n W O h A N ^ • r rN • • • ^ O • • .0.0- ^ • n � ^ •� N N ry O^ r N • • • = ^ • = = N • b a N • w i. N OI nl N R ^ ^ M N t1 • N .O •. N I 0 •- N ^ C) N U 11 C) OI Y N V t < • C 1V �1 .A w + i w O O Yb Y C G O L O b C p • O V nr • e.•.pn • •- r eY o •- O O + •rn+• .r •6 P Y• r •• O .-N•Q Yrea •�.il.•N ►u. b 0 0 Y • - • ONO P+N ♦ Y N w Y •u<r L a Y�=• VC7 s�•u uLu•• wt n 0aaa�4� uN�al� N Y=N\ Y a Y. � + •<•. r •' ` r r Y L L L < A O V c�Yevo�e caw e J • p w... y L•••JNM !•Neale H �NwwN •. w a u O 1 I I 4 N I'• r sJrm� =� m✓�i I�mm.el T �� .r•1 w w :i J --- 7 J C re •P••OP •OaLu .V .. o e w I c l V 4. . « n 1•• N N r r rC. Y yN y Y� 7 tl N C Y ` o a O a u yy Y Y • V S •rsm��s • ' O Y •ONO • O e tl Y O a. �+. • + • I rPM NrA s46 fr.1 O_A •O O V Y O � Y N••r r r + i y Y 7 7 V O • a Y JJ •f'. O 6 u • B • t r a • . O Y ' pe.nieeei=i � 7 N • r w p • r�# � A N N P I� I• i Y • 6 V c O as N . ^ .. 31 - r fir /n 1r YJ o v O Y r Y Y V • r • � w • c• e Y Ir-�'7Ji y N ♦� i • P I• e0 ��smmmr.�mr....r.� +:x+i 12 -------- - ------ T w Y V .r•1 w w :i J --- 7 J C re •P••OP •OaLu .V .. o e w I c l V 4. . « n 1•• N N r r rC. Y yN y Y� 7 tl N C 10 �! •u� o a O a u yy Y Y P V S p y r • ' O r• O N O f� +++++ •ONO • O e tl Y O a. b C Y • O + • K rPM NrA wt fr.1 O_A •O O V Y O � + ++++ N••r r r + i y •^ N V O • a v O 6 u • B • I r a I .•r P pe.nieeei=i � 7 O • p • r�# � A N N P I� I• O w 7 y P n .p O+4x+ t • w Y 011 fir 's r f r • y N ♦� i • P Y b +:x+i 12 -. •o lis N t 1+ Art • w _ — _ � P — — — I C 0 ! O f/ 1w N r ++++♦CL G N• 1•. N f• ♦'++++T+ O Y Y r C Or, � U — • O u wl a • N 1 f• M: � P 00000 'r�000c I Y O t1 N e OI d Y • V a u • .c0. P P 7 v I P P P P r Y Y Y P � Y P C l e• T r V 0' T• O S Y OP• ` tl10Pr + r CN' O �'•• • ��O 08000 1 1 -I�C&b. pp 0 O C O Y �wJ 3 Y .• e o In c 0 7 C 0 0 IY P O N •n C c ar 6 I e: a 17 P P O_ rr rl 1 rrrNll -------- - ------ Y O w Y V .r•1 w w :i J --- 7 J C i u q `• 0 .tli c •- � O o e w I c l V 4. . Y r 4 . Y yN y Y� 7 tl N C 10 �! •u� o a O a u yy Y Y •.•j V S p y r • �w e • • O H tl tl Y O a. C Y • O tl r • N Y N > q u -C 3 + r r• r N O V Y O sae ea y • o • V O • A • O 6 u • B • I r a I .•r pe.nieeei=i � .ri -------- - ------ Y O O N • O O N• 0 0 +x.«rrrrN � --- C r ____—____— — J • N -- a V 4. . ♦ A O a ANA.. �O •..Nn A• Nbn C 1• � � 1 1 1 1 1 1 1 1 1 � ryi o/.�•roe)••IN. 10 �! NA• ♦ N• o a ------------ w � --- w.----- ___ ____—____— — y -- a — — N O Y O O N G• r I Y O a. • N 2 + r r• r N Y O + G y O N .p •O a + + 1 + 0. • O1� + ♦ + + .ri O w a r r 's r y a ♦� i • 1 e -. •o w 4 t C u V _ — _ --__�� n• — — — __—_-- �� — 0 e x.eao ♦�� w w w Y Y r C Y• � U — • O u wl a • N 1 f• M: >♦ Y t1 N e + +♦+ , V a u .c0. r •: w Y Y Y Y d� PnA rb Na Nnro M W .• C �wJ 3 Y yJ M b I e: a 17 P P O_ w; *♦+ r G W a .q P; i w w O n U C_ �� y y y 1 W W I I I I v v 1 1 1 1 1 1 1 1 1 w ••IrNwA•P• i )• ^ Y Y V N N P v] 1 N O •1 a N w w• P VI • Y O O P O• r a w v N t. a 10 !. u I•r tl • O .pi r p .1 n ; � w e p � a o a P P y� r= 1 1 1 1 1 1 1 •• V • P ! •O •0 V ^ � O t r Q I y Y � tl .Y• 41 • r 3 � O• e•.O •O .a O O P,P O r • M �� Ih•• it O u r r Post Office Box 63 505 -Wall Street Chico, California 95928 (916) 891-4277 Mik Associates 648 Sheridan Avenue Chico, CA 95926 l bw COMMONWEALTH, Title & Escrow Company of Butte County PRELIMINARY TITLE REPORT Phil Engelbert d Judy Katz 2665 Waverly Court Chico, CA 95926 ❑ Post Office Box 73 6455 Skyway Paradise, California 95969 (916) 872-0244 ❑ 479-B Oro Dam Boulevard Oroville, California 95965 (916) 532-9444 IMPORTANT: When replying refer to Our No. 86-3436—KB YvNo. APN 011-41-0-059-0 and 011-41-0-120-0 BUYER: ENGELBERT/KATZ Escrow Officer: K In response to the above referenced application for a policy of title insura ce, Commonwealth Title and Esc ompany of Butte County, a Corporation, hereby reports that it is prepared to issue, or cause issued, as of e hereof, a Policy. or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in Exhibit A attached. Copies of the Policy forms should be read. They are available from the office which issued this report. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. Dated as ofJ uJ u lye 11 19_a6 at 7:30 A.M. The forms of policy of title insurance contemplated by this report is: The estate or interest in the land hereinafter described or referred to covered by this Report is A'FEE AS TO PARCEL I AND AN EASEMENT AS TO PARCEL II Title to said estate or interest at the date hereof is vested in: MIK ASSOCIATES, A GENERAL PARTNERSHIP Undrrn•riuv is onnranu•eahh Gaul Tide hisurance Camparrc 3 PHIL �EK4Lz- sERT ah g ulavarho cs CON C.[Zc T E plc®, �� 95926 FDUNDt noN IDESl4N W I INTEC.%KNL. SWIMMING POOL. N RZFER.To -c)T?,gCT0R,P\L DfLNW ItilCA S o- V+`w SWIMM POOL_ DES14u L, ASSN! N E C-PN7lLE\4'ERED I tNLL-S . LoNps DLtLL (?I = I%z C� Qt I v C' D#0+ 2 = Z(,U#I. FFP L, = s&s)c(oz.4)C�iz) = z8vrl = v M = 5r3 I- = 1306#/ LP . = I S, t-oC ° CNMT I LEV6IL MALL- DESK4M I A-CIAL4 6E-NDlt4q lS EE 0 RW er--r&INI NC{ 14NLt- DES14N EL014 Pool E FP= 30#/P S4rLclfaF-ctE _ �Z.4#/FT C5 )�l') = 31Z�`�► M 31 a� LO- 31L Z OZ (3)- I1p;4OVw o Z u� xoa� Z " G �C "- 4,67_0 4azo°� ' I # P. PpBPueo = Sno. t Z�5 = 7 W LW 19-1 ± )N l F2 - 50, Z50, SfAt 7D =-07 ARTMENT VE® SEE ►.ZUz II %:" RRtFFIfiM i ARROCtRfiRR 21 -May -S7 11-iF2 REINFORCED CONCRETE DESIGN: WALLS page 1-1F2 Englebert house: swimming pool 86 1013 DL+LL CASE criteria: 1.00 DATA method: working strength method,special.provisions for walls CONCRETE f'c 2000 psi v Fbd 900 m.45#f1c psi fyy, 40000 psi ✓ h/t 15.00 (must be less than 25) tta _ 8:00':n Fs 20000 psi, bending fih _,�.,120,in ✓ Es 2.9E+07 psi Fa 378 m.22#f'c#(1-(.025#h/t)"2) psi Em 2.5E+06 =57000+8sgrt(f1c) 4 psi n 11 =Es/Em vc Aj =1.1#isgrt(f'c) LOADING We 150 pcf weight of concrete PN . 500 mh/2#(tfMc)/144 lbs/ft weight of wall at midheight Pa 760 lb/ft axial load applied ✓ M 15600 in-lb/linear foot / V 780 lb/linear foot shear ✓ SECTION to 8.00 in d 5.50 in b 12 in (must be less than 6#tm 48 ) mium-reinf.orcesent----requtreients actual—in"-2/linear foot iorizahtal=V24O-z.0023*bft—#-3-8-12'i-n ertical 0.144 F..0015#b#t--#5-8-9 in Goc ■ 0.465'Z oc -..0.310-' ` check: 1 (1=ok) As 0.4650 in12 /linear foot (use vertical or horizontal) 0.0070 =As/(b#d) n#pp 0.0802 k 0.3282 =is gqrt(2fnfp+(nfp)"2)-nfp kb 0.3386 =n/In+Fs/Fbd) balanced condition pb 0.0076 =(Fbd#kb)/(2#Fs) balanced condition section is 0 over -reinforced: concrete, stress governs (i_under-reinforced": steeLstress governs j 0.891 =1-k/3 Mc 47743 =0.5#Fbdfk#j+b#d42 in-lb/linear foot concrete moment capacity Yma 2892 =vcfb#jfd lb/linear foot concrete shear capacity ANALYSIS:concrete bending and axial stress shear stress fax 13 ■(Pw+P)/(b#te) psi va 13 ■Y/(b#j#d) psi fb 294 =2#M/(k#j#b#d"2) psi fax/Fa 0.03 va/vc 0.27 0? 1 ✓ fb/Fbd 0.33 fax/Fa+fb/Fbd 0.36 1 ANALYSIS: steel steel check fsa 6849 mM/(As#j#d) psi actual steel stress • O p�OFESS:p�,q fsa/Fs 0.34 <_? 1 chick#tlmokl �N 'V0s Jjq C / 0. TF OF. CmkF ORIFFITH A A160CIAT96 21 -May -67 REINFORCED CONCRETE DESIGN: MALLS page 1 2F2 Englebert house: swimming pool 8650 DL+LL CASE criteria: 1.00 DATA method: working strength method,special provisions for walls CONCRETE f'c 2000 psi Fbd 900 o.43#f1c psi fy 40000 psi ✓ h/t 4.50 (must be less than 25) t 8.00 to v' Fs 20000 psi, bending h 36 in Es 2.9E+07 psi Fa 434 =.22#f'c#(1-(.025#h/t)"2) psi E 2.5E+06 =57000#8sgrt(f'c) n 11 =Es/Em vc 49 al.l#Ssgrt(f'c) LOADING Mc 150 pcf w ✓ Pw 130 oh/2#(t#Nc)/144eightofconcrete lbs/ft weiggh�t of wall at midheight Pa 765 lb/ft axial load applied J M 2980 in-lb/linear foot ✓ Y 1071 lb/linear-foot shear ✓ psi -b 12 in (must b6 less than 6#to 48 ) minimum reinforcement requirements actual in"2/linear foot vertica-ntal 0.144 u.0013±b+t,_._..1-3_8-8_in-oc_=,_0.465 horizol 0.240 a.002Sfb#t 1 5�i 12_inaac_= 0.310_ check: 1 (lack) As 0.4630 in"2 /linear foot (use vertical or horizontal) p 0.0070 =As/(b#d) n#p 0.0802 k 0.3282 =as gqrt(2#ntp+(n#p)A2)-n#p kb 0.3386 an/(n+Fs/Fbd) balanced condition pb 0.0076 =(Fbd#kb)/(2#Fs) balanced condition section is 0 over -reinforced: concrete stress governs j 0.891 =1-k/3 1 under -reinforced: steel stress governs Mc 47743 =0.5#Fbd#k#j#b#d"2 in-!b/linear foot concrete moment capacity Vma 2692 avc#b#j#d lb/linear foot concrete shear capacity ANALYSIS:concrete bending and axial stress shear stress fax 30 •(Pw+P)/(b#te) psi va 18 oV/(b#j+d) psi fb 56 o2#M/(k#j#b#d"2) psi fax/Fa 0.02 va/vc 0.37 (=f 1 f fb/Fbd 0.06 / fax/Fa+fb/Fbd 0.08 (_? 1 ✓ check 1 (look) ANALYSIS: steel fsa 1308 oM/(As#j#d) psi actual steel stress fsa/Fs 0.07 (_? 1 check#(look) PROFESS/ON 4! AN (� o.'� 4130�� OF CAkC2O/ 111 2F2 T J4130y :L �P T\OF CAVI 1? -Co Q,3Z. 1% I M ou K -r COW(- W K LL- D i rz Ec, rL,< moo ow Loc. v, k-- (00z)-= b.5 ILF. 144 CONC. WNLL) TS(P. @ FDN. MAI. (o PIWNED-Top ori or DL *LL- (-Ase - ZOO F FLOOR- POL 4- 9, C Q. PLL M = D A S14ME =;D t -N = I Z-70 V o -S.1 FZJ( D L -k- W L C- KSE: PPL 15 "/M Ct') I Z.) 1440 10. 1 q 30 V Cis) C/Vl. CA HYMN 4 ANOCIAfi€D 2i'nay-et 1133_2F2 REINFORCED CONCRETE DESIGN: WALLS page 3_2F2 Englebert house: FOUNDATION WALL 8630 OL+WL CASE criteria: 1.00 C0w'ER.V1kT1VC— - DATA method: working strength method,special provisions for Malls CONCRETE f'c 2000 psi f Fbd 900 =.45+f'c psi fy 40000 psi h/t 16.00 (must be less than 25) t 6.00 :n Fs 20000 psi, bending h 96 in Es 2.9E+07 psi Fa. 370 =.22+f'c+(1-(.025+h/t)"2) Em 2.5E+06 =57000+asgrt(f'c) n 11 =Es/Em . vc 49 =1.10sgrt(f1c) LOADING We 150 pcfHeight of concrete Pw 300 =h/2+lt+Wc)/144 lbs/ft weight of Nall at midheight Pa 45 lb/ft axial load applied M 1440 in-lb/linear foot V 60 lb/linear foot shear SECTION 6.00 in d 3.00 in b 12 in (must be less than 6+tm 36 1 minimum reinforcement requirements actual in"2/linear foot l�:wrtdul - 0-108-x:0015+b+tT—i-5-a-18,in_oc! 0..207 ✓� horizontal 0..180 =..0025+bft i 5 i 18 in oc = 0.207 check: 1 (1=ok) As 0.2067 in"2 /linear foot (use vertical or horizontal) p 0.0057 =As/(b+d) n0.0653 0.3020 was iqrt(2+nfp+(n+p)"2)-n+p kb 0.3386 in/(n+Fs/Fbd) balanced condition pb 0.0076 =(Fbd+kb)/(2+Fs) balanced condition section is 0 over-reinforcedi concrete stress governs I under -reinforced: steel stress governs i 0.899 =1-k/3 Mc 13198 =0.5+Fbd+k+j+b+d"2 in-lb/linear foot concrete moment capacity Yea 1593 mvc+b+j+d lb/linear foot concrete shear capacity ANALYSIS:concrete bending and axial stress shear stress fax 5 801101/(b+tel_ psi vi 2 ■Y/(b+j;d) fb 98 m2+M/(k+j+b+d"2) psi fax/Fa 0.01 va/vc 0.04 <=? fb/Fbd 0.11 ✓ 1100, fax/Fa+fb/Fbd _0.-12 <_? 1 check 1 (1200 ANALYSIS: steel fsa 25.83 mM/(As+j+d) psi actual steel stress QapFESSjON fsa/Fs 0.13 <m? 1 check+(l=ok) ql � � Z 1� �o C 4 30 s IRIFFITH & AMOCIATH 21-n,y-er REINFORCED CONCRETE DESIGN: MALLS page J 1F2 Englebert house: FOUNDATION WALL 8650 DL+LL CASE criteria: 1.00 DATA method: working strength method,special provisions for walls CONCRETE f'c 2000 psi ✓ Fbd 900 =.45+f'c psi ft 40000 ppsi h/t 16.00 (must be less than 25) 6.00 in Fs 20000 psi, bending h 96 in Es 2.9E+07 psi Fa 370 =.2201c#(H.0250/01) Em 2.5E+06 =57000+asgrt(f'.c) n 11 =Es/Em vc 49 o).1+asgrt(f1c) LOADIN6 We 150 pcf weight of concrete PN 300 =h/2+(t#Vc)/144 lbs/ft weight of Nall at midheight Pa 650 Ib/ft axial load applied M 1270 in-lb/linear foot V 0 lb/linear foot shear SECTION to-------6:00-inVod 3.00 in�✓ b 12 in(must be -less than 6+t= 36 1 minimum reinforcement requirements actual in"2/linear foot vertical 0.108 !..0015;b•t—i----5-1-18--in-oc—o-0.-207---'�� horizontal 0.180 =.00230+t i 5 1 18 in cc = 0.207 check: 1 (look) As 0.2067 in"2 /linear foot (use vertical or horizontal) P 0.0653 =As/(btd) n 0.3020 =asqrt(2fn#p+(nfp)"2)-nop kb 0.3386 =n/In+Fs/Fbd) balanced condition pb 0.0076 =(Fbdtkb)/(2#Fs) balanced condition section is 0 over -reinforced: concrete stress governs 1 under -reinforced: steel stress governs j 0.899 =1-kJ3 Mc 13198 =O.S#Fbd+kfjfbtd"2 in-lb/linear foot concrete moment capacity Yea 1593 =vcfb#j+d lb/linear foot concrete shear capacity ANALYSIS:concrete bending and axial stress shear stress fax 13 a(PN+P)/(b+te) psi va 0 =Y/(b+i;d) fb 67 =2fn/(k+j+bfd"2) psi iW ESS/ P oNq� fax/Fa 0.04 va/vc 0.00 (_? fb/Fbd 0.10 fax/Fa+fb/Fbd 0.13 (_? 1- --✓� check 1 (look) a �� 0 s �o . ANALYSIS: steel � U fsa 2278 oM/(As•j;d) psi actual steel stress —check+(1 TF fsa/Fs 0.11 (=?1 ok1 _ -V OF C'P\0 113_1F2 P�IL. CNC%LE(3C2T �O�IC2CTE �A'-I- DESl4N o SE-ISMIC. CHECK (21 Poor_ 192 l.. l.BLCACTINC�K14 Y F�Lorr(.\n-AyE) VS - �I c.W = 0,Z5��1 p(„l = . -Z SLAW ✓ CNwrlLC-VF-9- wa1.1. C (-P = O.8) Zso'+ V = L w VS = 212 0 1- = 2g oo#1 I _ l3�-Lgo0) = 4$331 ,- 57�9go"#/Lf l PDL = -L Gs' b-7.5- */L IC2.IL11 ✓. CoNIVEL-rlvrl To DIAP149.An ( SLa6 i <<-p= 0.31) T= VS = Z 8o + $C 2 O.oc� Erzo) = 15 7s u S - _ � 1.33CZo,�W� SAS= 0.31 W =VS=1.5515/ D IkPH R Nc4M C SLAG) L= 3G'(1575) %Z= Z8,350# L ��r : OF CI !(-25 -5- = 257 < < 52 -\ t, = 1.2- Z.� C\z� C�) 2-576 . lr ��O/ K / 4/.5 ISS 3�Z _ 2.55-150 S 8 \- C.HoI2-D L - M/I = 23, Zoo-* CorrPRESSIoN = Z.4Z L 0.95(Z,Ooo)= 9oo PS( s" (t z„ CI o K II TcHslvra 3 00 = o.8 -i Q" Zo,oC6 (4/1) PR�� E IM ? -f�s w�L R 4WIyrIJC�-fi024�oNsWL ✓ SH ENL W ALL L.= 2-8, 3 5vl:lL 8 (0yo i AE S -S-57 GRIFFITH & ASSOCIATES SHEARWALL DOCUMENTATION page 2_2L en9lebert house 8650 sNiuing pool shearwall shearwall:length= 11.00 ft height= 2.25 ft lateral load L= 28350 lbs val./length= 2577.27 lbs/ft vertical Wwall= 100.00 psf WOOD load Wvert= 812.00 Of lbs wall above + V of water DATA weight of Nall=WW=Wwalltlengththeight= 2475.00 lbs surcharge=S=Wverttlength= 8932.00 lbs ttttttttt P=weight of wall+surcharge=WW+S= 11407.00 lbs STABILITY Mot=Ltheight 63788 ftlbs 1.300t= 95681 ftlbs Mr=Ptlengtht0.5= -62739 ftllbs tttttttttt Mhd=1.5tMot-Mr= 32943 ftlbs HO 95 =(Mot+Mr)/length lbs HDalt 2994.80 =(Mhd/length) use HD= STRUCTURAL PROVIDE: DIAPHRAGM CONNECTION WITH RESISTANCE OF SHEAR PANELS WITH RESISTANCE OF BASE CONNECTION WITH RESISTANCE OF HOLDOWN WITH RESISTANCE OF 19 -May -87 I SEE p,hPft�.Rrl CR�c.s II 95.36 I V� 1. I FZ i 2577.27 plf Z_ 5_ 77 = 2-(..?) L + ) jicot4 0 k • �I �1Z s) 2577.27 plf6 >`150)14/3 = IZ`+`1 "A2577.27 plf ,79 CIOIL IL,-l�z � 4 4�'� a = /3 (1495 = z 97 S 95.36 lbs U SSC- H IT 5I8�� pj'o.�, 42-11 DEAD -LOAD RESISTING MOMENT CHECK LAvK footing: ' Dftgy= 3.00 ft Widthftg 6.00 ft s KDEG4hiC Nft1100 ft ftg 2700.00 plf TOTAL OVERTURNING MOMENT Motf=Lt(Dftg+height)= 148837.50 ftlbs 1.5tMotf 223256.25 less TOTAL RESISTING MOMENT M=Mr+(WftgtLftg"2)/2 226088.50 tttttttttt additional resistance required -2832.25 SOILS RESULTANT R=P+LftgtWftq= 41107.00 lbs e=Motf/R= 3.62 ft Lftg/6= 1.83 ft maximum soil pressureap=lR/Lftglt(6te/Lftg)= 0.00 plf (when e<=length/b1 aaxi5u� soilppressure=p=2R/(3t(lftg/2-e))= 14582.64 plf (when a>length/6) actual soil pressure =p/Widthftg= 2430.44 psf t 1 A- A-11,11111 GRIFFITH & ASSOCIATES MEMORANDUM- h- qj - /&--2- ,. _ �Apr•i l 8, 1987 re:ENGLEBERT/KATZ.RESIDENCE number -•8650 Butte County Building Department 7 County Center Drive Orovil.l.e, CA 95965 Attention: Tom Jennings W M T R.AX%J S M..= T. • T O ••:,: •YO•U.• .r -he.rew:i;th,: , ., copies date description action.required 2 4/8/87 supplemental•..calcs approval Tom: As I agreed, I have 'researched the. adhesive.. anchors,.. specifically- the. Hilti HIT system. This.system is -approved by ICBO (report 4419), but the final printed report has not -reached -me yet. -• The -values on the enclosed -calculations are from this report, via HILTI. It should -be noted that, 1.ike•the HDI anchor which I originally specified, the -HIT systema values...are for -2 ksi concrete. It is. a matter of engineering judgement whether either - value -is—reasonable for monolithic lava. I will defer to your emphatic recomendation in this matter. I. trust I have sat-i.sfied your concerns•and that a.building permit M" �ow ben issued. H'adid\M. -Gtiffith, PE Griffith• & .Associates DMG:gpc cc: ..Phil Englebert 24 San Ramon Drive Chico,CA 95926 DESIGN & ENGINEERING 119 Broadway Suite 202 • Chico, California • 95928.916 • 343 94621 SURE COUNTY W&DING ®EPARTMENI s,, � r' APP;fir �9 GRIFFITH & ASSOCIATES 'STRUCTURAL CALCULATIONS ENGLEBERT/ KATZ, RESIDENCE .BUTTE COUNTY CALIFORNIA DESIGN &ENGINEERING 119 Broadway Suite 202 ■ Chico, California • 95928.916. 343 94621 QROFESS{py a QA. GR,,'F�� CO Q � Q s :;o 0 qrE OF ca��cOP 3• 'BRIFFITH & ASSOCIATE 18 -Feb -87 SIMPLE BEAM DOCUMENTATION page 1_16 ENGLEBERT HOUSE 8650.. F JOISTS AT VIEW ROOM D �tt++tttt+++++++ttttttt+ttttt+�++ttt+++t+ LENGTH 14.00 it ✓ tribwidth= 1.33 it LL 40.00 psi ✓ DL= 10.00 psi surcharge= 0.00 plf . ASSUMED DEPTH IN INCHES 9.25 w=tribwidth+(DL+LL)+surcharge= 66.67 plf d=lengtht12/ 360 = 0.47 inches factor for stress: 100SFLOOR f Fb Fv E #2df 1250.00 95.00 1.70E+06 single w/increase 1250.00'psi 95.00 psi .1.70E+06 psi BENDING++ttttttttt+++tt+++t+tttttt+t+tttt++t M=wtlenggth^2/8= 1633.33 ftlbs Sr=Mt12/Fb= 15.68 in^3 SHEARt+tt+tt+tttt++ttt+++++tt++++tttttt+t++t R=wtlength/2= 466.67 lbs V=wt(lenyyth-(2tDEPTH/12))/2= 415.28 Ar=1,5*0Fv= 6.56 in"2 DEFLECTIONt++++t+tt#+++ttttt+#+ttt+t#t++ttt+ wd=tribwidthtLL= 53.33 pplf Ir=5twdt(lengthA 4)+(12^3;/(384tE+d)= 58.11 in^4 S RYt+t+ttt+ttt+tt+t++tttt++t+ttttt+ttt+t SON S A I required 15.68 6.56 58.11 a 16 inches o/c try: 2xB 13.14 10.88 47.64 2x10 21.39 13.88 98.93 2x12 31.64 16.88 177.98 STRUCTURAL CA! CJILATIONS 116 OFESSiav,q FOGo lAlt OF cwU / GRIFFITH & ASSOCIATE 02 -Mar -87 136 SIMPLE BEAM DOCUMENTATION page ENGLEBERT HOUSE 8650 FLOOR JOISTS d LENGTH 9.00 ft ' tribwidth= 1.33 It LL 40.00 psi ✓ DL= 10,00 psf. surcharge= 0,00 plf ASSUMED DEPTH IN INCHES 5.50 w=tribwidth*(DL+LL)+surcharge= 66.67 plf d=length*12/ 360 = 0,30 inches factor for stress: 100SFLOOR #2df 1250600 95.00 1.70E+06 single ✓ Ili�i� w/increase 1250,00 psi 95.00 psi 1,70E+06 psi BENDING******:►*********+******************** M=w*lenggth^2/8= 675.00 ftlbs Sr=1*12/Fb= 6.48 in^3 R=w*length/2= 300.00 lbs V=w*(lenggth-(2*DEPTH/12))/2= 269,44 Y Ar=1.5*V/Fv= 4.25 in^2 DEFLECTION*********************************t wd=tribwidth*LL= 53.33 plf Ir=5*wd*(iength^4)*(12^3)/(384*E*d)= 15.44 in^4 SUMMARY************************************* SECTION S A . I required. 6.48 4.25 15.44 a 16 inches o/c try: 1 1 1 1.00 check ✓ 2x6 7.56 8.25 20.80 LSU STRUCTURAL CALCULATIONS r GRIFFITH & ASSOCIATE 02 -Mar -87 SIMPLE BEAM DOCUMENTATION page 146 ENGLEBERT HOUSE 8650 FLOOR JOIST Support girders DATA++++++++++++}+#++++++++#+##++++##+}++#++ LENGTH 5,67 ft-' tribwidth= 8.50 it LL 40.00 psi DL= 10.00 psi surcharge= 0.00 plf ASSUMED DEPTH IN INCHES 5.50 w=tribwidth+(DL+LL)+surcharge= 425,00 plf d=length+12/ 360 = 0,19 inches factor for stress: 100SFLOOR Fb Fv E #2df 1250,00 95.00 1.70E+06 single w/increase 1250.00 psi - 95.00 psi 1,70E+06 psi BENDING+++}#}+#+#+#+++#+++#+++++++++++++++++ M=w}lenggth"2/8= 1707.91 ftlbs Sr=M#121Fb= 16.40 in A3 R=w#len th/2= 1204.88 lbs V=w#(ienggth-(2+DEPTH/12))/2= 1010,08 —�1�� 41444 $ A� Ar=1.5#V/Fv= 15.95 in"2 wd=tribwidth+LL= 340,00 plf Ir=5+wd+(length^4)}l12"31/(384+E+d)= 24,61 in^4 SECTION S A I required 16,40 15.95 24,61 8 102 inches o/c try: 1 1 1 1,00 check 46 17,65 19,25 48.53 �- 4x8 30.66 25.38 111.15 4z 10 49,11 32.38 230,84 STRUCTURAL CALCULATIONS 0,,f q1 o '�JOsI� '1_5 IV OF CAIN` 146 GRIFFITH & ASSOCIATE 02 -Mar -87 SIMPLE BEAM DOCUMENTATION page 156 EN6LEBERT HOUSE .8650 FLOOR JOISTS DATAtttttttttttttttttttttttttttttttttttttttt LENGTH 10.67 it tribwidth= 0.67 it LL 40.00 psi DL= 10.00 psi surcharge= 0.00plf ASSUMED DEPTH IN INCHES 5.50 w=tribwidtht(DL+LU +surcharge= 33.33 plf d=lengtht12/ 360 0.36 inches factor for stress: 100SFLOOR Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1450.00 psi 95.00 psi 1.70E+06 psi BENDINGtt+tttttttttttttttttttttttttttttttttt I=atlenggth^2/8= 474.37 ftlbs . Sr=Mt12/Fb= 3.93 in^3 SHEARttttttttttttttttttttttttttttttttttttttt • R=wtlength/2= 177.83 lbs V=wt(lenggth-(2tDEPTH/12))/2= 162.56 Ar=1.5tVIFv=. 2.57 in^2 DEFLECTIONttttttttttttt*t+tttttttttttttttttt wd=tribwidthtLL= 26.67 pplf Ir=5twdt(lengthA 4)t(12^3)/(384tEtd)= 12.86 in^4 SUMMARY�itttttttttttttttttttttttttttttttttttt . SECTION S A I required 3.93 2.57 12.86 8 8 inches o/c try: 1 I 1 1.00 check 2x6 7.56 8.25 20.80 2x8 13.14 10.88 47.64 �I`V�1l 2x10 21.39 13.88 98.93 2x12 31.64 16.88 177.98 p9.0' Es=r Qj o. 3 30 = " `rP,9T� OF V a`,�Oq��P STRUCTURAL CALCULATIONS 1_56 6RIFFITH & ASSOCIATE 02 -Mar -87 1 66 SIMPLE BEAM DOCUMENTATION page 166 ENGLEBERT HOUSE 8650 deck supports DATA++++++++++++++++++++++++++++++++++++++++ LENGTH 7.92'ft tribwidth= 4.00 it LL 60,00 psi DL= 5.00 psi surcharge=0.00 p14 ASSUMED DEPTH IN INCHES 5,50 w=tribwidth+(DL+LL)+surcharge= 260.00 plf d=length+12/ 360 = 0.26 inches factor for stress: 100SFL00R Fb Fv E 42DF 1450.00 95.00 1.70E+06 repetitive w/increase 1450.00 psi 95,00 psi 1.70E+06 psi BENDING+++++++++++++++++++++++++++++++++++++ M=w+length^2/8= 2036.89 ftlbs Sr=M+12/Fb= 16.86 in"3 SHEAR++++++++++t++++++++++++++++++++++++++++ '0 rQ . 3 0 = �' rr c1 V it �P R=w+length/2= 1029.17 lbs Iwlo V=w+lienggth-(2+DEPTH/12)1/2= 910.00 ' f Ar=1.5+V/Fv= 14.37 in^2 II LI, DEFLECTION++++++++++++++++++++++++++++++++++ tp wd=tribwidth+LL= 240.00 plf II l�pp Z�'OII Ir=5+wd+(lengtV4)+(12^31/(384+E+d)= 47,28 i'n^4 SUMMARY+++++++++++++++++++++++++++++++++++++ SECTION S A I required 16,86 14.37 47.28 a 48 inches o/c try: . 1 1 1 1.00 check 4X6 17.65 19.25 48.53 ---- I �II Z Q = 4.0 v? Rw1 r 007 1Z)l 2ceo Q I z 19 Coo �� II 51RUITURAL CALCULATIONS �2d0CJ T� �z > Z DTZ 14�(yL�Z �* C. O QR0FESS/ON C �``�`�, E:1�UT/1��ii�l-7 �y lIzciC��sU OF CAS -\E2>11' GRIFFITH & ASSOCIATE 02 -Mar -87 SIMPLE BEAM DOCUMENTATION page 2_16 ENKEBERT HOUSE 8650 RAFTERS a VIEW ROOM DATAttt+++ttt+ttt++ttt++tt+t+++tt++ttt+t+ttt LENGTH 7:00 it tribwidth= 2.00 it LL 20.00 psi DL= 10.00 psi surcharge= 0.00 plf ASSUMED DEPTH IN INCHES 5.50 w=tribwidtht(DL+LL)+surcharge= 60.00 plf d=length+12/ 240 = 0,35 inches factor for stress: 125SROOF Fb Fv E #2DF 1450.00 95.00 1.70E+06 repetitive w/increase 1812.50 psi 118.75 psi 1.70E+06 psi BENDIN6t+tt++tttt+++tt+t++++++++tt+ttt+++tt+ M=w+length"2/8= 367,50 ftlbs Sr=M+12/Fb= 2.43 in A3 SHcAR++ttt++ttt++++tt+tt+ttttt++++tttt++++f+ R=w+length/2= 210.00 lbs V=wt(lenggth-(2*DEPTH/12))/2= 182.50 Ar=1:5+V/Fv= 2.31 in^2 DEFLECTIONt+++ttttt+t+ttt+tt++t+tttt++t++++t wd=tribwidth+LL= 40.00 Alf Ir=S+wd4(lengthA4)t(12^3)/(384+Etd)= 3.63 in"4 SUM)"ARYtt+++tf+++ttt+t++tt+tt++++#+ttttt++tt SECTION S A I required 2.43 2.31 3.63 a 24 inches o/c try: 1 1 1 1.00 check 2x4 3.06 5,25 5.36' F OF CpICF�P STRUCTURAL CALCULATIONS 216 GRIFFITH & ASSOCIATE 02 -Mar -87 SIMPLE BEAM DOCUMENTATION page 226 ENGLEBERT HOUSE. 8650 HEADERS a VIEW ROOM DATA###+tt#t+##+###t#tt###tt+#tt#t+#+ttt++tt LENGTH 3.00 it tribwidth= 10.00 it LL 20.00 psi DL= 10.00 psi surcharge= 0.00pIf ASSUMED DEPTH IN INCHES 5.50 w=tribwidth#(DL+LL)+surcharge= 300.00 plf d=length#12/ 240 = 0,15 inches factor for stress: 125SROOF Fb Fv E #2DF 1450.00 95.00 1,70E+06 repetitive w/increase 1812.50 psi 118.75 psi 1,70E+06 psi BENDIN6t+#ttt#+tt#++t+#+#++t++#+++t#++ttt+++ M=w#)ength"2/8= 337,50 ftlbs Sr=M#12/Fb= 2.23 in"3 R=w#length/2= 450.00 lbs V=wt(iength-(2#DEP.TH/12))/2= 312,50 Ar=1.5+V/Fv= 3.95 in^2 DEFLECTION#++#ttt+t#+ttt#t+#t#+t+ttt+++ttt#+ wd=tribwidth#LL= 200,00 plf Ir=S#wd#(Iength^4)#(12^3)/(384#E#d)= 1,43 in"4 SUMMARYtt#+###tt+tt++t##+tt+t#t#tt##t##tt##t _ SECTION S A I required 2.23 3.95 1.43 a 120 inches o/c try: 1 I 1 1.00 check 2x4 3.06 5.25 5.36 p•;:0� �SSIpNq M • G,4ic A 110 30 V 1�- ��P T�OF CA�CE/ STRUCTURAL CALCULATIONS 226 - � ►-�� ILS ►� u o Q-�kOFESS;pNq �QJ�O GRA �iy�2 ��4TF OF CALEO�'�\P a ►� 55y1 u • L �Z Zrj`j 2�� : Z �, ,meq I� .. I�-� I� u� 4►ciz�z �,I S� 73,F -- ism; Ww d V4 Z 41 /vxt �ta�.�'CC��- Citi �zi�- �o,�(z4��C�•��Ya, z 3-17, 93 DHy C�Z�� >`rZCc��Gz> 2 �►—b�"a� civ, 70 I�r4.z8 I', --o (J -vi) Il6v,.e-7cax14111PF Pc' —14•v i 7 7cF.-zo GRIFFITH & ASSOCIATE 02 -Mar -87 SIMPLE BEAM DOCUMENTATION page 3_16 ENGLEBERT HOUSE 8650 HEADERS 8 GARAGE DOOR QATAtttttt�ttttttttttttttttttttttttttttttttt LENGTH 16.00 it tribwidth= 9.00 it LL 20.00 psi DL= 10.00 psi surcharge= 15.00 plf ASSUMED DEPTH IN INCHES 11.25 w=tribwidtht(DL+LL)+surcharge= 285.00 plf d=lengtht12/ 240 = 0.80 inches factor for stress: 125SROOF Fb Fv E #2df 1250.00 95.00 1.70E+06 single w/increase 1562.50 psi 118.75 psi 1.70E+06 psi BENDING+tttttttttttttttttttttt+ttttttttttttt M=wtlength^2/8= 9120.00 ftlbs Sr=Mt12/Fb= 70.04 in^3 SHEARttttttttttttttttttttttttttttttttttttttt R=wtlength/2= 2280.00 lbs V=wt(lenggth-(2tDEPTH/12))/2= 2012.81 Ar=1.5tV/Fv= 25.43 in^2 QEr'LECTIONtttttttttttttttttttttt+ttttttttttt wd=tribwidthtLL= 180.00 pplf ir=5twdt(lengthA4)+(12^3)/(384tEtd)= 195.16 in^4 SUMMARYttttttttttttttttttttttttttttttttttttt SECTION S A I required 70.04 25.43 195.16 8 108 inches o/c try: 1 1 1 1.00 check 412 73.83 39.38 415.28 STRUCTURAL CA" ULATIONS F4 P�G`1�SVI��•yq/ M GR�A-F�E/ V •. �T�TF OF CAUF'�P�\P 316 GRIFFITH & ASSOCIATE 02-Mar-87 SIMPLE BEAM DOCUMENTATION page 3_26 ENGLEBERT HOUSE 8650 8' HEADERS 2 TRUSS SYSTEM B DATA++++++++++t+++++++++++++++++++++++++++++ LENGTH 8.00 it tribwidth= 18.00 it LL 20.00 psi DL= 10.00 psi surcharge= 15.00 pIf ASSUMED DEPTH IN INCHES 11.25 w=tribwidth+(DL+LL)+surcharge= 555.00 plf d=length+12/ 240 = 0.40 inches factor for stress: 125SROOF Fb Fv E #2df 1250.00 95.00 1.70E+06 single w/increase 1562.50 psi. 118.75 psi 1.70E+06 psi BENDING+++++++++++++++++++++++++++++++++++++ M=w+lengyth^2/8= 4440.00 ftlbs Sr=M+12/Fb= 34,10 in^3 SHEAR+++++++++++++++++++++++t+++++++++++++++ R=w+length/2= 2220.00 lbs V=w+(lenggth-(2+DEPTH/12))/2= 1699.69 Ar=1.5+V/Fv= 21.47 in^2 DEFLECTION+++++++++++t++++++++++++++++++++++ wd=tribwidth+LL= 360.00 Alf Ir=5+wd+(length^4)+(12^3)/(384+E+d)= 48.79 in^4 ORIN SUMMARY+++++++++++++++++++++++++++++++++++++ SECTION S A I required 34,10 21.47 48;79 a 216 inches o/c try; 1 1 1 1.00 check 4210 49.11 32.38 230.84 ST UaCTHRAL CAi rU ATIONS Qp.GF tSSOna M' GRi�`�°c Q �A o.4A30 SOF C 0 326 0 I am 5uw �M 114-44-11 HPr, a It , 11 4 -t All_ O 9ROFESS/o/V �A- G OF c uF BRIPFITH I ASSOCIATE 19-Feb-87 S A I r red SIMPLE BEAM DOCUMENTATION 4.91 PAo@ 4. L4 try: ENGLEBERT HOUSE 8650 2x4 3.06 5.25 rafters over kitchen, sunroo® 2x6 7.56 QROFESSIp�f� D++++++++++++++++++++++++++++++++++++++ 2x8 2x10 13.14 21.39 o ``P��O GR�� LENGTH 14.50 it tribwidth= 2.00 LL 20.00 psi DL= 10.00 it psf J 4 surcharge= 0.00 N plf ASSUMED DEPTH IN INCHES 9.25 t� w=tribwidth+(DL+LL)+surcharge= 60.00 plf d=length+12/ 240 = 0.13 inches JT V. factor for stress: 125Sroof QTF OF caxO�'`� Fb Fv E 42df 1250.00 95.00 1.70E+06 single w/increase 1562.50 psi 118.75 psi 1.70E+06 psi M=w+lengyth^2/8= 1576.88 ftlbs Sr=M+12/Fb= 12.11 in^3 �// Za10 II =w+lengthl2= 435.00 lbs/moi Z' !� II V=w+(lenggth-(2+DEPTH/12))/2= 388.75 Ar=1.5+V/Fv= 4.91 in"2 LI-ZLo �rt��' N1o(I DEFLECTION++++++++++++++++++++++++++++++++++ IILIi 1Z z �� wd=tribwidth+LL= 40.00 Pli Ir=5+wd+(length^4)+(12"3)/(384+E+d)= 32.28 in^4 SUMMARY+++++++++++++++++++++++++++++++++++++ V S A I r red 12.11 4.91 32.28 8 24 inches o/c try: 2x4 3.06 5.25 5.36 2x6 7.56 8.25 20.80 2x8 2x10 13.14 21.39 10.88 13.88 47.6 4-��I 98.43 � u , o� IIS SII I V d1. i Iq�z lam' C.��Z s 4V3 I* Vt 7(JI I,O�II Z STRUCTURAL CALCULATIONS GRIFFITH & ASSOCIATE 02 -Mar -87 SIMPLE BEAM DOCUMENTATION page 426 ENGLEBERT HOUSE 8650 HEADERS 8 SUN ROOM DATA++t++++t++t+++t+t++t+++t+++ttt+t++++tt++ LENGTH 12.00 it tribwidth= 10.00 it LL 20.00 psi OL= 10.00 psi surcharge= 15.00plf ASSUMED DEPTH IN INCHES 11.25 w=tribwidtht(DL+LL)+surcharge= 315.00 plf d=lengtht12/ 240 = 0.60 inches factor for stress: 125SROOF Fb Fv E #2df 1250.00 95.00 1.70E+06 single w/increase 1562.50 psi 118.75 psi 1.70E+06 psi BENDING++++++t+++++t+++t+t+tt+++++++++++t+++ M=w+lenggth^2/8= 5670.00 ftlbs Sr=Mt12/Fb= 43.55 in A3 SHEAR+tt+t+ttttttttttt+ttt++t+tt+++tt+++tttt R=w+length/2= 1890.00 lbs V=wt(lenggth-(2tDEPTH/12))/2= 1594.69 Ar=1.5+V/Fv= 20.14 in^2 DEFLECTIDNt+tttt+++t+t++t+t+t++tt+++++t+t#+t wd=tribwidthtLL= 200.00 ,If Ir=5twd+(lengthA4)t(12^3)/(384+Etd)= 91.48 in^4 SECTION S A I required 43.55 20.14 91.48 8 120 inches a/c try: 1 1 1 1.00 check 412 73.83 39.38 415.28 STRUCTURAL CALCULATIONS �O Q � � 0470 Vv_ �Tf OF CA10F�� 426 - JIML, tos.44u� /tip Lt�>tv1l� t� w 1 1.l l M M Ikle, C71' 0 C w V La 4%0 c.) I,Oc.C;j tii ,D, , 1 `tom QRO ESS/py // 7taa�i 4z • 4 , lam.• i_z� _ t., u Of O Mi. G�� II °, 3 � n � GA-�11 t.�l� �.J�t-l. J��tLtir�l � 4mC►�1., ti'�►.� Gthll� , � 1 60—j%/T CI VV 1�- OF CANN 4a`r��G'- M f -4-z- Z /z C\zl�y�)t �0A 140"11 f'la 3Z z /'51 L} 41S J 40 (a 4r 11 iQ l K� H,,-- �qi (Qoa hr - (0 -725 r -(D -7S i' Zc�r z of 3 �z4 a GRIFFITH & ASSOCIATES::05-Jan-87 REINFORCED MASONRY DESIGN:WALLS page 1_1F 0�y englebert house:swimming pool 8650 DL+LL CASE criteria: 1.00 DATA SPECIAL INSPECTION: 0 (1=y_es,_0=no) MASONRY•--. CMU ,TYPE -N 2x"^19x grouted•;solid, %'— -—running-b nd � f'm 750 psi Fm 250 =.333 psi fy 40000 psi h/t 10.32 (must be less than 25) t 11.63 in is 20000 psi, bending h 120 in fsa 16000=.4ffpsi, axial Es 3.0E+07 psi Fa 147=.2ff'mf(1-(.025th/t)"3) Em 7.5E+05=1000f4'm vm 25 8if(si=1,l.lf8sgrt(f'm),25) n 40 =Es/Em LOADING Wm 140 pcf Pw .678=h/2f(tfWm)/144 lbs/ft weight of wall at midheight P -760 Wit axial load applied +� M .15600 in-lb/linear foot V 780 lb/linear foot shear✓ SECTION to 11.63 in d 9.13 in b 12 in (must be less than 6ft= 69.7 ) ® minimum reinforcement requirements actual_.—in=2/1-inear=foot vertical 0.098=.0007fbf 4#1� 5_a 24-in-oc= 0.155 horizonta 0.098 =.0007fbf 15'8" 24 in oc = 0.155 total 0.279 =.002fbft j 0.310 check: i (1-ok) ✓ As 0.155 in"2 /linear foot p 0.001 =As/(bfd) nfp 0.057 k 0.285 =8sgrt(2fnfp+(nfp)42)-nfp i 0.905 =1-k/3 Mm 32144 =0.5fFmfkfjfbfd"2 in-lb/linear foot masonry moment capacity • Vm 2478=vmfbfjfdlb/linear foot masonry shear capacity ANALYSIS: masonry bending and axial stress, shear stress fax 10 =(Pw+P)/(bfte) psi va 8 =V/(bfjfd) psi fb 121 =2fM/(kfjfbfd"2) psi fax/Fa 0.07 va/vm 0.31 <=? fb/Fm 0.49 fax/Fa+fb/Fm 0.56-.<_? l—check-- l—(.1=ok.) ANALYSIS: steel fsa 12186=M/(Asfjfd) psi ,actual steel stress fsa/fs 0.61 <=? 1 checkfll=ok) STRUCTURAL CALCULATIONS QQOFESS,p�, N GRi,� �e � JPO G7 Q I j— 7r0 C/V1\- P\ OF CA��Fj GRIFFITH & ASSOCIATES::05-Jan47 REINFORCED MASONRY DESIGN:WALLS page 1 2F englebert house:swimming pool 8650 DL+LL CASE criteria: 1.00 DATA SPECIAL INSPECTION: 0 (1=yes, O=no) MASONRY: CMU, TYPE N 12x8x 16 grouted solid, ��``, GR�F running bond f'm 750 psi Fm 250 =.333 psi z fy 40000 psi h/t 3.10 (must -be less than 25) o 30 t 11.63 in fs 20000 psi, bending h 36 in fsa 16000 =.4ffpsi, axial Es 3.0E+07 psi Fa 150 =.2ff1mf(1-(.025fh/W3) Em 7.5E+05=1000ef'm vm 25 8if(si=1,l.ifDsgrt(f'm),25) OF cA�F�P�\P n 40 =Es/Em LOADING Wm 140 pcf PW 203=h/2f(tfWm)/144 lbs/ft weight of wall at midheight P 943 lb/ft axial load applied M 2980 in-lb/linear foot V 1071 lb/linear foot shear SECTION to 11.63 in d 9.13 in b 12 in (must be less than 6ft= 69.7 ) minimum reinforcement requirements actual in^2/linear foot vertical 0,098=.0007tbf t C5-2-24-in-oc-= 07155' horizonta 0.098=,0007fbf i 5-a 24 in oc = 0,155- total 0.279 =.002fbft check: I (1=ok) As 0.155 in"2 /linear foot p 0.001=As/(bfd) nfp 0.057 k. 0.285=8sgrt(2}nfp+(nfp)^2)-nfp j 0.905 =I -k/3 Mm 32144=0.5fFmfkfjfbfd^2 in-lb/linear foot masonry moment capacity Vm 2478=vmfbfjfdlb/linear foot masonry shear capacity ANALYSIS: masonry bending and axial stress shear stress fax 8=(Pw+P)/(bfte) psi va 11=V/(bfjfd) psi fb 23=2fM/(kfjfbfd^2) psi fax/Fa 0,05 va/vm 0.43 <_? fb/Fm 0,09 fax/Fa+fb%Fm 0.15 <_? 1 check 1 (1=ok) ANALYSIS: steel fsa 2328=M/(Asfjfd) psi actual steel stress fsa/fs 0.12 <_? 1 checkf(1=ok) STRUCTURAL CALCULATIONS ;f* +sq7 = loll 31z ceco 31 t:)-)7. cr� z �IZoJ H oK 6-' IW,,p tWt- 11 ,y, nQROf ESS,,O; 0. 30 = " I — U. L7 sr4 C f V 1\- P��P 8 F OF cpx* O � I �aZ 41vi1 4i 1,44 s 4.co7&71�7 f— 1144(Io-7) a I -7Z5 17 3 m �'� _ �. n .�,�+ ,� l-� 3:17 (�a� + . ��Cc�c��►> z ��,�. � sm uNS�P-I-MIf--*'��v CV4 u►�� no e� u$o�,r �a11vr�_ �llpwi�� OF L—Iaa—t7-w;IL —15e auto #vol �.bt7, O[Z lwty 4kp>"C-- LV 1•�7CU�� z �4�� h�� U k``� � D w m C'.. l(po 41t y I,/ 400 -4� uz di" WA -u PIPA-e-el[ .0.0f -7 qD/Lr y I'G�zXla �- q�y2�►�> z 49*1 6�zl4o%) -7- f7z V.2 G o 30 OF c A, STRUCTURAL CALCULATIONS GRIFFITH & ASSOCIATES::06-Jan-86 7 REINFORCED MASONRY DESIGN:WALLS page 3_1F �� QROf ESSlp;vq� englebert housed 50 2 M` GR�.c DL+LL CASE criteria. 1.00 DATA SPECIAL INSPECTION: 0 (1= es, O=no) � MASONRY: CMU, TYPE N 8x8xl6 grouted solid ,✓ N d. 3' (l 0 running bond '� I'm 750 psi Fm 250 =.333 psi V fy 40000 psi h/t 12.59 (must be less than 25) t 7.63 s C TqT 1V1�- in fs 20000 psi, bending h F 96 in Is a 16000 =.4tfy psi axial Es 3.0E+07 psi Fa 145 =.2ff mtll-(.05#h/t)"3) OF CA\_\F'3 si Em 7.5E+05=1000ff'm vie 25 aif(SI=1,l.if8sgrt(f'm),24 psi n 40 =Es/Em LOADING Wm 140 pcf :eight of masonry PW 356=h/2f(tfWm)/144 lbs/ft weight of :all at midheight P 650 lb/ft axial load applied M 1270 in-lb/linear foot V 0 lb/linear foot shear SECTION to 7.63 in d 3.81 in b 12 in (must be less than 6tt= 45.7 ) minimum reinforcement requirements actual_in-2/1-i'near-foot vertical 0.064=.0007fbtt b 4 a 24 in ac = 0.1003 ' horizontal 0.064 =.0007fbtt i 4 a 24 in ac = 0.100 total 0.183=.002tbft _6.200 1 (1t ®check: As 0.100 in"2 /linear foot (use vertical or horizontal) p 0.002=As/(btd) ntp 0.087 k 0.340 =as%qt(2tntp+(ntp)"2)-nfp kb 0.333 =n/ln+Fs/Fm) balanced condition pb 0.002=(Fmtkb)/(2tFs) balanced condition section is 1 over -reinforced: masonry stress governs 0 under -reinforced: steel stress governs j 0.887 =1-k/3 Mm 6562=0.5fFmfkfjfbfd"2 in-lb/linear foot masonry moment capacity Vma 1014 =vmfbfjfd lb/linear foot masonry shear capacity ANALYSIS: masonry bending and axial stress shear stress fax 11 =(P:+P)/(btte) psi va 0 =V/(btjfd) psi fb 48 =2tM/(kfjfbfd"2) psi fax/Fa 0.08 va/vm 0.00 fb/Fm 0.19 fax/Fa+fb/Fm 0.27 <=? 1 check 1 (1=ok) ANALYSIS: steel fsa 3757 =M/(Asfjfd) psi actual steel stress fsa/fh 0.19 <=? 1 check*(1=ok) GRIFFITH & ASSOCIATES REINFORCED MASONRY DESIGN:WALLS page 3_2F englebert house:foundation wall .8650 DL+LL CASE criteria: 1.33 DATA SPECIAL INSPECTION: 0 (1= es, O=no) MASONRY: CMU, TYPE N 8x8x16 grouted solid, running bond f'm 750 psi Fs 250 =.333 psi fy 40000 psi h/t 12.59 (must be less than 25) t 7.63 :n ✓ fe 20000 psi, bending h 96 in fsa 16000 =.4f4Y psi axial Es 3.0E+07 psi Fa 145 =.2ff et(1-(.0h#h/t)"3) si Em 7.5E+05 =100001® vm 25 aif(SI=l,1.lQsgrt(f'm),251 psi n 40 =Es/Em LOADING Nm 140 pcf weight of masonry Pw 356=h/2t(t#Wm)/144 lbs/ft weight of wall at midheight Pa 45 Wit axial load applied M 1440 in-lb/linear foot V 60 lb/linear foot shear 06 -Jan -86 �o QROf'tSSlp�lq GR F2 SFT m N 4 30 s � V � J'T9T CIV�V�. F OF CAUF�� SECTION to 7.63 in d 3.81 in b 12 in (must be less than 6ft= 45.7 ) minimum reinforcement requirements actual in"2/linear foot vertical 0.064,=.0007+bft t 4 a 24 in oc = 0.100 horizontal 0.064 =.0007}bft t 4 8 24 in oc = 0.100 total 0.183=.002ab+t 0.200 check: 1 (1=bk) As 0.100 in"2 /linear foot (use vertical or horizontal) p 0.002=As/(btd) nap 0.087 k 0,340=as%qt(2fntp+(ntp)"2)-nfp kb 0.333=n/(n+Fs/Fml balanced condition pb 0.002=(Fm{kb)/(2+Fs) balanced condition (,section is 1 over -reinforced: masonry stress governs may' j 0.887 =1-k/3 0 under -reinforced: steel stress governs Mm 6562=0.5#Fmtkfjfb*d"2 in-lb/linear foot masonry moment capacity Vma 1014=vmfbtjtd lb/linear foot masonry shear capacity ANALYSIS: masonry bending and axial stress shear stress fax 4=(Pw+P)/(b+te) psi va 1 =V/(b+j+d) psi fb 55 =2#M/(kfjfbfd"2) psi fax/Fa 0.03 va/vs 0.06 <_? 1.33 fb/Fm 0.22 fax/Fa+fb/Fm 0.25 (_? 1.33 check i 0=00 ANALYSIS: steel fsa 4259=M/(As#j+d) fsa/f 0.21 <=? 1.33 psi actual steel stress check*(1=ok) "C, It;WL ait- e W6 . Ae'' \t�a 9)r(P-7 4- k 4- * cm ' %('Zlb-7 z) z 4-7b77j _ '71,440 L ✓ coNv- -JO.1 -ra lcx - -7 tPl' Z -780- 4- I *QV1 Z om °u� � }G z4ke� . 3�Cza a°7 IIS_ o,zv IIr QUO QRpF EMoly ( . p M• GAllF,� 1\147 30 II �� 41 P-7 t v � -71 K 37, -7 10" 1,41 ►� Zo fizo,/�b� . hn � � C✓ - � CI � 4�1 h�Li. � �.w�i ,.� I-1.o��z . z$-FZ (10=1)t:I3243 ££'i 60 61'0 }/Ps} ssaJ;s laa}s len}3e tsd (W #stl)/W= ms i es} - laa�s :SISA1tlNtl (10=1) i 13843 ££'1 60 1z I Wj/q}+ej/xe} £Z'T IPA/ q} £Z'i WA/FA ti0'0 ej/xe} O�;Ivo jp tsd (Z„Ptgt44)/W#Z= 80£ of ++ 4 tsd (Ptftg)/A= 1£ PA tsd (a4*q)/(d+Nd)= S xe; SeaJ}s Jea4s ssaJ;s letxe pue 6utpuaq J, c� AJuosem :SISAIUNtl �C%SS33V6 Alpede3 Jea4s Ajuasem loo} Jeautl/ql pt[tgtmA= 6££Z 'AWA AI! 3ede3 ;uaWom AJUOsem ;0a} JeaUtl/qj-U1 ZvPtgtr#I#WA*S'0= S099t WW ' £/4-1= 498'0 suJana6 ssaJ}s laa;s :pa3Jo}utaJ-Japun 0 sUJaA06 ssaJjs AJUasem :p83J0+UtaJ-JaAO l sI U0113as u0'14tpu03 paneleq (sjtZ)/(q:ItWj)= Z00'O qd u0t;tpu03 ps ueleq (Wj/sj+u)/u= £££'0 qj d#u-(Z,(dtu)+d#utZ)IJbse= 1£tr'0 I 011'0 dtu (Ptq)/stl= b00'0 d (lelu0ztJ04 JO le3TjJaA asn) 100} Jeaull/ Z,ut Sgt-0 stl i :13a43 3tgtZ00'= 61Z'0 le404 # W*1000'= 860'0 le4uOztJo4 S9i'"0--=-3o-ut`8_. @ S # g#q#1000'= 860'0 le3t4JaA J0o}\jeau.l-j/-Z�ut len}3e q uamaJtnbaJ pa®a3Jo}utaJ mnmtutm 1'69 =1t9 ue44 ssal aq Isnm) ut Zi q Y,'vw ui £I'6 P �d=�.►c��Zf 19 01-1 '2'(7 ut £91'li al NOI103S ,Jea4s ;oo} Jeauil/ql Z18Z A ?%2 + "14 ;00} Jeautl/qj-ut 0441S W <''►�% i+ patldde peol pme ;}/ql 88 d 446ta4Ptm IF lleN }0 4461am }}/sqj ttl/(mf9#1)tZ/4= 819 Nd AJuoseo }0 446taN }3d Otj mN SNIOVOI 13/s3= 04 u (SZ1(m,});Jbse#j,j1j=IS)f1@ SZ MA 1,00001= SO+39'1 m3 (£Y(3/4#SZO')-1)#6,}#Z'= W ej tsd 10+301 s3 f letxe 'tsd}#b'= 00091 es} ul'OZ1 4 6utpuaq 'tsd OOOOZ s} u1 £9'11 I (SZ NO 5581 aq Ism) Z£'Oi 4/4 f tsd 00001 A+ tsd £££'= OSZ ®j A tsd OSL ®,f puoq butuunJ `Palos pa}nOJ6 9lx8xZ1 N 3dA1 `f1W3 :AHNOSVW (ou=0 'sari=l) 0 !NOI103dSN1 1VIOUS viva ££'1 :etJa;tJ3 38VO 03+10> 0998 load 6ut®®tas:asn04 4Jagalbua` 11-1 abed 611VMINSI830 ANNOM 033UOAN138 18-uIr-SO11830I0088tl I K144 W nuntu�nn�un �uuninnun SRIFFITH & ASSOCIATES 05-Jan-87 ' SHEARWALL DOCUMENTATION page 1 2L englebert house 8650 swimming pool shearwall shearwall:length= 11.00 it height= 2.25 it lateral load L= 28170 lbs v=L/length= 2560.91 lbs/ft vertical Wwall= 140.00 psi jW load Wvert= 1012.00 plf lbs wall above + 1' of water DATA weight of wall=WW=Wwall*length*height= 3465.00 lbs surcharge=S=Wvert}length= 11132.00 lbs ********* P=weight of wall+surcharge=WW+S= 14597.00 lbs STABILITY Mot=L*height 63383 ftlbs 1.5*Mot= 95074 ftlbs Mr=P*length*0.5= -80284 ftllbs ********** Mhd=1.5*Mot-Mr= 14790 itlbs HD -1536 =(Mot+Mr)/length lbs HDalt 1344.57 =(Mhd/length) use HD= 1344.57 ►/ STRUCTURAL PROVIDE: DIAPHRAGM CONNECTION WITH RESISTANCE OF 2560.91 plf --j 60r,_ 0A,0iFAA n CSL rs, .I SHEAR PANELS WITH RESISTANCE OF 2560.91 plf 2 15. i5( - 5. 'Z CT 1zC.11 ,(�+.�� BASE CONNECTION WITH RESISTANCE OF 2560.91 pl 'i-p)(�pIZj Z, Z. HOLDOWN WITH RESISTANCE OF 1344.57 lbs . MDQ lc�L N ItiD l DEAD-LOAD RESISTING MOMENT CHECK � -- footing: Dftgg= 3.00 It LAS= Widthftg 6.00 ft Lftg 11.00 it �� p� Ua � )6 a 1'vcj_� Wftg 2700.00 plf Z �(�9� l,yj \ J �`- TOTAL OVERTURNING MOMENT Motf=L*(Dftg+height)= 147892.50 ftlbs 1.5*Motf 221838.75 less TOTAL RESISTING MOMENT M=Mr+(Wftg*Lftg"2)/2 243633.50 ********** additional resistance required -21794.75 SOILS RESULTANT R=P+Lftg*Wftg= 44297.00 lbs e=Motf/R= 3.34 ft aOFESS/p�� Lftg/6= 1.83 it maximum soil pressure=p=lR/Lftgl*(6*e/Lftg1= 0.00 plf (when e<=length/6) maximum soil pressure=p=2R/(3*(Lftg/2-e))= 13663.42 plf (when a)length/61 actual soil pressure =p/Widthftg= 2277.24 psi • `�q�, CIV 11- ��• F OF CAl1F�F GRIFFITH & ASSOCIATES ENGLEBERT/KATZ RESIDENCE GLAZING SUMMARY FLOOR AREA 2454 NORTH EAST SOUTH WEST TOTAL WALL 0 GLASS 273 76 175 so 574 TOTAL 273 76 1 . 75 so 574 % FLOOR 11.1% 3.1% 7.1% 2.0% 23.4% O qg13FESS/o/V GR QrE OF CN KZOI "w 04 -Mar -87 f ftL� .Turfy Katz 223 ► Bapl ;.nade Chico, CA 95926 RF: Building Code Violation 65 Spanish Garden Drive Chico Bear Ms. natz 2 September 16, 1992 A.'P. #011-41-0-152 Ve Fent you a warning letter dated August 4, 1992 notifying you that you are in violation of the Butte County Code at the above referenced location. As of this date, the following violations still exist. ' Failure to obtain approval of previous corrections and failure to obtain final inspection prior to occupancy and permit expiration for new single family residence in violation of the 1985 Uniform Building Code as adopted by Section 26-1 of the Butte County Code as follows: (a) Section 301(a) Permits Required (b) Section 305(4) Inspections Required (c) Section 305(d) Inspection Approval Required before Use or Occupancy The above violation shall be corrected or abated by you applying for a permit to complete the work and paying the appropriate fees, writhin thirty. (30) days of the date of this letter. After permit. issuance and field author- ization to proceed, the corrections must be completed and approved by this office within the permit specified time. Unless the violation(s) is (are) so corrected or abated, a citation shall be issued to you to appear in court for said violation(s) and for failing to comply with this notice. Upon conviction of said violation(s) or for failing to comply with this notice, penalties shall be imposed and a Notice of Violation recorded in accordance with Section 41-7 of the Butte County Code. Should you have any questions concerning this matter, please contact Rod Taylor or David Purvis of this office at (916)538-7541. p Yours very truly, cut- RT:dma David Purvis Supervisor, Building Inspection cc: Building Inspec or, Chico 10 11 12 13 14' 15 1s 1? 18 Ell 20 21 V. 23 24 23 26 PROOF OF SMV?CR BY MAIL I am over the age of 18 and not a party to this cause. I am a resident of and employed in the count? where the mailin; Building -Division ..occurred. My business address is De a-�rrtment f Development Services AP County .enter Drive California.. Oroville, Ca 95965 I served the foregoing 30 -Day Violation Letter by enclosing a true copy is a sealed envelope and depositing said envelope in the United States.mail with postage fully prepaid on 16TH OF 4F.PTRMRRR 19 92, and addressed as follows: Judy Katz 2234 Esplanade Chico, CA 95926 I declare under penalty of perjury under .the laws of the State of California that the fore_cinQ is. true and correct and that this declaration was executed on 9/16/92 at orovill _ California. r " �j 1; Judy Katz 2234 Esplanade Chico, CA 95926 RE: Building Code Violation 65 Spanish Garden Drive, Chico Dear Ms. Katz: August 4, 1992 A.P. #: 011-41-0-152 This is• a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Failure to obtain approval of previous corrections and failure to obtain final inspection prior to occupancy and permit expiration for new single family residence. Since permits and inspections are required for the above work, please contact this office within ten (10) -days of the date of this letter, apply for the required permits to make corrections and complete project, and pay the appro- priate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through .the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact Rod Taylor or David Purvis of this office at (916)538-7541. .�� COYuw ' L �� Yours very truly, V/0 Z cc'Jj�. Original .srs m. J -Z' J• F. Gland it RT:dms ' J.F. Glander Manager, Building Inspection cc: Assessor Building Inspector - PF(Zm (T E�2� a'td , DAY SL) (v j`(o R(ZS P�►�tZ F/Zom - :� a`�3y �J � 6 wnr�2- I rN 1 2 3 4 5 6 7 8 9 10 11 '' 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 PROOF OF SERVICE BY MAIL I am over the age of 18 and not a party to this cause. I am employed in the County where the mailing occurred. My business address is 7 County Center Drive Oroville, California. I served the foregoing Citation No. 380 by enclosing,a true copy in a sealed envelope and depositing said envelope in the United States mail with postage fully prepaid on October 29, 1992, and addressed as follows: Judith Ferrer Rata 2234 Esplanade. _ .:.. - • ._ Chico-, CA 959-2,6- I 59:2:6 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration, in the City of Oroville, CA was executed on: ORIGINAL TO BE SIGNED AND DATED Date MUNICIPAL COURT OF BUTTE COUNTY RECORD OF PAYMENT DATE SENTENCED r - 7/, N AM E ej 61-J& ? -- 1--1,AAA A (LAST) A / (FIRST) CASE NO. �--� /J /6on VIOLATION 4-4 1 D. U. 1. ALCOHOL PROGRAM RESTITUTION FINE ALCOHOL EDUC. COURT COSTS EMS . NEW $2.00 CCFD MV COUNTY W/PA MV CITY W/PA CHP/CITY W/PA I^oOa L1LQ. CRIMINAL'COUNTY CRIMINAL CITY MV COUNTY/NO PA MV CITY/NO PA, CHP/CITY/NO PA AUTO WARRANT CRIME PREVENTION COUNTY CRIME PREVENTION CITY HEAD STUDY TOTAL FINE PAYABLE BY 1/z DUE _ ALL DUE JUV W/PA JUV/NO PA FISH & GAME CUSC PARK. JAIL FUND STATE FIRE DRUG EDUC. H & S COUNTY" H & S CITY PARKS & REC RET'D CHECK CHARGE 567650 CO FINE 100.00 TOTAL 0 0 _ U i0 CASH 120.00 CHANGE 12.00 111/17/92 ST#1 161994A000 1'- ii'A-1 .9.1 EA. WE eLobft) 1 -Hl, bkVr- HAE PAZ, Al.1-"5ya. . $7 BUTTE OOU-MTY BUILDING DEPAF11-MENT �ppFIOVED 10,/ /, - Hu"ll 7v3F E S.", lai q M G Fi No. C34+7 V / V- t7-) U�6 zcl �, ° GRIFFITH & ASSOCIATES 204ay-68 PAGE -3-1-1 "• Wood Column Documentation page 3_1_1 englebert hinge wall repair Datat�+tttttt�ft+tt+�'ttft�+tt+�tt Loads: M 3000 in -lbs v100 lbs P 722 lbs K 1.00 try. FF_f•�,"'� S A 2x4 3.06 5.25 5.36 La 120,00 Da 3,50 major axis 'T Lb 1.00 Db 1.50 minor axis =Y.l 1 p ; Wood: Stress increase factor 1005 #20F 1450.00 repetitiv 95.00 1.70E+06 1050.00 -.__--- �F use 1450.00 95.00 1.70E+06 1050,00 K 27,00 = 0.671taSORT(E/Fc) La/Da 34.29 Lb/Db 0,67 L/D 34.29 Jcalc 1.46=(L/D-11)/(K-11) J 1.00 (J must be between 0 and 1) V� I Allowable Stresst�ttttf�f ��I Co �1D`j"jvl�l for.L/D(=11; F'c= 1050.00 =Fc "SHORT" for ll(L/D(=K; F'c= 139.85=Fct[1-(1/3)*(L/D/K)^41 °INTERMEDIATE° %M -4C for L/D>K; F'c= 433,85=0.30¢E/(L/D)"2 'LONG' Pc 433.85 Interaction*+f***f*tatt*eta++*tt*t***#**tt*f#+f*f �% / I�✓fi f I .I�( %�I!.j fcc 137.43 =P/A actual axial stress fcc/F'c 0.32 fbb 979.43 =M/S actual bending stress fbb/(Fb-Jffcc) 0.75 fcc/F'c+fbb/(Fb-J*fcc) 1.06 (=?1.00 _ Shear check HAI t -W 10 � l ca�l�� fvr 28.57 =v/(2 A) psi 0.30=fvfvv/Fv <=1.00 I G✓ u�� rc o v:die F H A /AL S�yora•, e � C�wai ca.'f' �+/a'1•C BUTTE MUNTY BUILDING DEPARTMENT AVD STRUCTURAL CALCULATIONS2' 20 -May -BB p Li 07 6' 14*,' Ate. 3W A 4mvix/XIK�j 06(4h) w4stx, L:vpo e I,' -rwi wku, = loco 0 kk.L, -5A 7CA/t 7 0 t -VA ICY 7000OF CALIF -) Li S� Uep-w"MID' �OD w Lj , , h - 01Z, _ '�� 3X3 x ��- � ,! 5 --,� _ g .3� � 1�.4 ZZJI J�UTTE 001 BUILDING DEP/ APnO, L-6;(, fop- p6gotgt H 1.31?561' Z -A t, 0 b� 0.13 0.K- 8(05Q .V,. s(090 J -fA- 9'7 l� CD 21. ASc, 3A 141 fOY-M) 16C.4 N - Ski wl t l L'+ I+ Z2 O'C-. �j 51, f+iwtw. ... ................. ... ...... BUTTE COU 9,;Sf ESSIO/V DING.DEPAFTMENT pRO� ED, 7-1 �y GRIFFITH& ASSOCIATES 119 Broadway Suite 202 ■ Chico, CA 95928 ■ 916.343.4621 OW -Z-7.4- 1 �• L -i' = �-I,�.�-� � Lan � S `- s -rC M nc�� ESQ?Oil, cel �!� � OF Cad i; • �Lc�o'� 4 I l: D E �L l� E� TSI T� L --I TA Ey LE�L1T+-I 12' O 12. 93) TviSf v: �L = (-7-aa ��''' ►"YS MAx _ i, -I Li.. � �o o'�/� � �IL'� s = I Z . � k , � 5 . �t (�•�^ ► S Z � ' � � • , n g -7y1176 61,-7 -7 -2 7 r s �r�✓^'. '5 (Z • / S - - 1 1 3 ,r3 too S�I_lTS Mom i�oo S _ lz ►.zz ��3 1. S\/ ►.S 4 ) k �>.z= ,H- I /0-7- 143.z3r3 -2- 7X Z z +. C- ,�� v - -:,ALu n rT C1\��........ - 4Tr' or ca�tF��` GRIFFITH & ASSOCIATES 17 -May -88 SIMPLE BEAM.D000MENTATION a:sbea® SECTION S page englebert 8650 required 81.42 39.57 DECK SUPPORTS try: DATA++++++f++++++++++++ ++++++++++++++++++++ ✓ A 0 7 6 LENGTH 14.00 t bwidth= LL 40.00 psi DL= 7.00 10.00 it psi ✓ 000 7 k surcharge= 10.00 plf 63.25 697.07 ASSUMED DEPTH IN INCHES 9.25 w=tribwidth+lDL+LLI+surcharge= 360.00 plf d=length+12/ 360 = 0.47 inches factor for stress: 100%FLOOR On l< N0 Fb E I II N1Df 1300.00 85.00 1.60E+06 BEAM w/increase 1300.00 psi 85.00 psi 1.60E+06 psi BENDING++++t++++++++++++++++++++++++++++++++ M=w+lengyth^2/8= 8820.00 ftlbs Sr=M+12/Fb= 81.42 in^3 SHEAR++++++++++++++++++++++++++++t++++++++++ R=w+length/2= 2520.00 lbs V=w+(lengyth-(2+DEPTH/12))/2= 2242.50 Ar=1.5+V/Fv= 39.57 in^2 wd=tribwidth+LL= 280.00 pIf Ir=5+wd+(length^4)+(12^3)/(384+E+d)= 324.14 in^4 SUMMARY++++++t+++++++++++++++++++#++++++++++ SECTION S A I required 81.42 39.57 324.14 8 84 inches o/c try: 6x8 6X 10 51.56 82.73 41.25 52.25 193.36 392.96 4eI Lj hE; I I Q �• 6x12 121.23 63.25 697.07 STRUCTURAL CALCULATIONS GRIFFITH t ASSOCIATES 17 -May -88 SIMPLE BEAM DOCUMENTATION a:sbeam page 221 englebert 8650 DECK SUPPORTS DATAe*****f***********************t********* LENGTH 5.60 it tribaidth= 8.00 it LL 40.00 psi DL= .10.00 psi surcharge= 10.00 plf ASSUMED DEPTH IN INCHES 5.50 w=tr.ibwidth*(DL+LL)+surcharge= 410.00 plf d=length*12/ 360 = 0.19 inches factor for stress: 100SFLOOR Fb Fv E 92df 1250.00 95.00 1.70E+06 single w/increase 1250.00 psi 95.00 psi 1.70E+06 psi M=w*1ength"2/8= 1607.20 ftlbs Sr=M*12/Fb= 15.43 W3 SHEAR*************************************** R=w}length/2= 1148.00 lbs V=a*(lenoth-(2*DEPTH/12))/2= 960.08 Ar=1.5*V/Fv= 15.16 in"2 DEFLECTION********************************** wd=tribaidth*LL= 320.00pIf Ir=5*wd*(length"4)*(12"3)/(384*E*d)= 22.31 in"4 SUMMARY**********+*********+**+************+ SECTION S A I required 15.43 15.16 22.31 8 96 inches o/c try: 46 .17.65 19.25 48.53 48 30.66 25.38 111.15 6x12 121.23 63.25 697.07 STRUCTURAL CALCULATIONS GRIFFITH 6 ASSOCIATES 17 -May -88 SIMPLE BEAM DOCUMENTATION a:sbeam page 231 englebert 8650 DECK SUPPORTS DATAftaeattta+►eeaeatetaaa�t+te�►te+teaafr�►efe+��te LENGTH 6,50 ft-'� tribwidth= 2.00 it LL 40.00 psi DL= 10.00 psi surcharge= 10.00 p14 ASSUMED DEPTH IN INCHES 5.50 w=tribwidth*(DL+LL)+surcharge= 110,00 pli d=lengthf12/ 360 = 0.22 inches factor for stress: 100%FLOOR Fb Fv E p2DF 1450.00 95,00 1.70E+O6.,repeti.tive w/increase 1450,00 psi 95.00 psi 1.70E+06 psi BENOIN6�f+++��f+t��ff��+�tt+ttttft+��t+t+ft M=wflenggth"2/8= _ 580.94 ftlbs Sr=M+12/Fb= 4,81 in"3 _ — SHEAR+►+►att+eeatttffa+►aaetefefteeafataaaafsa:► R=:+length/2= 357,50 lbs _��, V=wt(length_(2+�OEPTH/12))/2= 307.08 �., � -• ,�, Ar=1.5+V Fv= 4,85 in"2 1 1,!,:..7 DEFLECTIONtetefaatsateaaetteaaatetiafffta�►at •.:`� '. - `�,.� wd=trib:idth*LL= 80.00 pIf u�\Ci Ir=5+Fwd}(lengtV4)#l12"3)/(384*E+d)= 8.72 in"4 C9,�; SUMMARY+ffateaiea++aftttiffteffat+faa+�atet+ SECTION S A I required 4,81 4.85 8,72 8 24 inches o/c try: 46 17.65 19.25 48.53 lull 48. 30.66 25,38 111.15 6x12 121.23 63.25 697.07 STRUCTURAL CALCULATIONS GRIFFITH & ASSOCIATES 17-May-88, SIMPLE BEAM DOCUMENTATION a:sbeam page 2_4_1 englebert 8650 DECK SUPPORTS DATA+afaa+�fftftfst+ataaatttt:►atafataasataaef LENGTH 5.33 it tribwidth= 6.00 it LL 40.00 psi DL= 10.00 psi surcharge= 10.00 )ASSUMED DEPTH IN INCHES 5.50 a=tribwidth*(DL+LL)+surcharge= 310.00 plf d=lengthf12/ 360 = 0.18 inches factor for stress: IOOSFLOOR �I 42df 1250.00 95.00 1.70E+06 single I w/increase 1250.00 psi 95.00 psi 1.70E+06 psi BENDINGtfaat*tfattit+t+f+�aaafaatffftaaasaa+ M=wflenyyth^2/8= 1102.08 ftlbs Sr=Mf12/Fb= 10.59 in^3 SHEARa:►�taa�aaaet+ra�r+t:rraatttaaat:raseta+ia �;:'' '''��',` , ;`�% ` R=w+length/2= 826.62 lbs V=w+(lenggth-(2*DEPTH/12))/2= 684.53 '_� Ar 1.3 Fv= 10.81 in^2 ' DEFLECTIONeraaftff�►taa�aaar�►aaae:►:►eeatttt+:aa it %. � wd=tribwidth#LL= 240.00 pplf Ir=5+wds(length^4)*(12^3)/(394*Efd)= 14.45 in^4 SUMMARY;}ta++afft�e�at+�faat+ttti:tt+aafaat�t SECTION S A I required 10.58 10.81 14.45 8 72.inches o/c 14x6 17.65 19.25 48.53 48 30.66 25.38 111.15 6x12 121.23 63.25 697.07 STRUCTURAL CALCULATIONS GRIFFITH k ASSOCIATES, S 11 -May -88 I SIMPLE BEAM DOCUMENTATION a:sbeam required page 251 Z 'F•� englebert 8650 8 24 inches o/c 12x6 7.56 DECK SUPPORTS 20.80 48 DATA******#**####*aaaae#**###a+ttaaaitrta#*# 25,38 111.15 LENGTH 6.00 it tribwidth= 2,00 it 63.25 697.07 LL 40.00 psi DL= 10.00 psi surcharge= 10,00 plf ASSUMED DEPTH IN INCHES 5.50 w=tribwidth*(DL+LL)+surcharge= 110,00 pli d=length*12/ 360 = 0,20 inches factor for stress: 100SFLOOR Fb Fv E (t2df 1250,00 95,00 1.70E+06 single II I w/increase 1250.60 psi. 95,00 psi 1:,70E+06 psi BENDING}+f*******+****+*************+****** M=w+lenggth^2/8= 495.00 ftlbs Sr=M*12/Fb= 4.75 in"3 SHEARf**************** ********************* "Z/ O /`\ R=w*length/2= 330.00 lbs w 1! V=w*Ileogth-12*DEPTH/121)/2= 279.58 i;�I,C 4 ^' Ar=1,5*V/Fv= 4.41 in"2 DEFLECTION********************************** wd=tribwidth*LL= 80,00 pplf Ir=5*wd*(length^4);(12^3)/(384*E*d)= 6,86 in^4 SUMMARY**t****t*******t**************t****** SECTION S A I required 4,75 4,41 6.86 8 24 inches o/c 12x6 7.56 8.25 20.80 48 30.66 25,38 111.15 6x12 121,23 63.25 697.07 STRUCTURAL CALCULATIONS I eo'l d L 40 I eo'l d L I eo'l .u►'l� G. o. z ,-1a) 0 . ��3y �� BUTTE 1pig+ E . OUNTY G BUILDING, DEPARTMENT APPROVED A,k, L'a' . ca.l's 4 �z GRIFFITH & ASSOCIATES 20 -May -BB Wood Column Documentation page englebert hinge wall repair- Data+�tttf��+a�+�tttt�t+��tttft�tt Loads: M 3000 in -lbs V 100 lbs P 722 lbs K 1.00 try: S A I 2x4 3.06 5.25 5.36 La 1.20.00 Da 3.50 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% Fb Fv E Fc #2DF 1450.00 repetitiv 95.00 1.70E+06 1050.00 use 1450.00 95.00 1.70E+06 1050.00 K 27.00 = 0.671*@S@RT(E/Fc) La/Da 34,29 Lb/Db 0,67 L/D 34.29 Jcalc 1.46=(L/D-11)/(K-11) J 1,00 (J must be between 0 and 1) Allowable Stress##a¢at+�t�at� for L/D<=11; F'c= 1050.00 =Fc "SHORT" for ll<L/D<=K; F'c= 139.85=Fc*[1-(1/3)*(L/D/K)"4I "INTERMEDIATE" for L/D)K; F'c= 43335=0.30+E/(L/D)^2 - °LON61 F'c 433,85 Interaction#**+t*f+#*ttt***+r*tt***f+#*+*#f#*+++t fcc 137.43 =P/A actual axial stress fcc/F'c 0,32 fbb 979.43 =M/S actual bending stress fbb/(Fb-Jffcc) 0.75 fcc/F'c+fbb/(Fb-J*fcc) 1.06 <=?1..00 Shear check �t�fttt�t�f*ttt+ftttt fvv 28.57 =3*V/(2+A) psi 0.30 =fvv/Fv <=1.00 PAGE -3-1-1 t m �� I�7►�t G ��91-�'D% /2 0C vga.a.l a.+BUTTE COUNTY s...Psaa f+e BUILDING DEPARTMENT APPR(0)VED"' STRUCTURAL CALCULATIONS2 20 -May -BB SSP a 'VE -:,i tt - ASC, 3W A 4M V-'96,KIK�j It) t-�t-wrf-t- torts e ILOC n) cc30 y V = Ioa�r 7a'YL� V r F OF CA�tF� Use-f'it -0 I00 W EhLt O.C.. Mid. INtS�b M�t�l - 5 lyio (r�) Crvl�.4'.�fi� GJ� S — 0.77 in ►'/z Is gs� 0.577 BUTTE 0. 1 APP - "A ✓ I-� M s= bar_ ZC z5L X0.13 :. -2.1 Koh 0.13 0.K - 5G!50 J-fA- Z-9-63 ARTMENT iVt D J ' 30c6fsl C J NC wc, ASc- �WiM , ► td C,� R . j i • � 1 . I Ey a i -: W �tL+I Ail • � Smart • �,►��.@� Z' p.c-. Mitt 51, fowMta. RAR BUTTE Q FESSIpNq UNTY BUILDM D RARTMENI W Q o 11 PPR VED 'M14 N C 3 J'� C J V.11- �•P qTF OF c \S- �� 'TZ) 600AT pokwa S- . � lir/ t,�%� , /�i�►.�-�-��:=,- /9 /ter o Cit-�ortJ CL^C 7Z> 2 pF D t 2 5 . 0 _ 23.6 - 27.0 ... ... _ 25.7 3.0 32.9 25.0 _. _. _ _ 31.5 2S.0 _ _ _ - 28.1 27.0 _ _ 26.13 23.O _ _.. _ _. 3, .2 :2.5.0 _ ._ ,_ 31.9 _ - 2 5 .0 - _ 29.0 _ 2 7 . O _. - _ _. 27.7 23.0 _. ._. _. ._ 33.5 2S.0 - _ - 32.3 25.0 _ - - 29.7 27.0 _. ,_ _ ._ 28.4 _ - 23.0 - - - -- 33.9 25.0 _ _ ._ 32.6 2S, 0 _. _. _. _ 30.2 27.0 _ - 29.0 - ._. ... 23.0 _ 34.3 25.0 - - 32.4 25...C) _. - _ 31. 27.0 _ _ _ _ 29.5 23O 34 7 25.0 _. _ _ 3.2.8 _ 25 . U -.. - - 31.8 27.0 _ _. _ _ 29.8 23.0 - - - - 35.3 - - 25.0 _ - - 33.2 _ - 25.0 _ ._. _ _ 32.0 2/.0 - - - - 29.9 23.0 - - - - 35.9 - - - 25.0 - - - 33:6 - - 4 40 qm I F, 14- OV3 Jo 3--1 -t-It 0 z AnQ yf 200 v 10 oq 1 -1 VlLqf—,a� — 1, rm vAN Jr 4k -Z/-, Qv, Z), qtr." OU 4 40 qm I F, 14- OV3 Jo 3--1 -t-It 0 z AnQ yf 200 v 10 oq 1 -1 VlLqf—,a� — 1, rm vAN Jr vz � N1 p 2 ,1 z$3t� 1, � ,1 � ( "('��, z✓) _ -79 z- I L, 3 Pf �Cz Z 4.D 0-4) (-7 4 Z 1 22 (� hd -loml �l L 1 GRIFFITH & ASSOCIATES 08 -Dec -87 PAGE -2-1 REINFORCED CONCRETE OESIBN:NALLS a:concNall page 2_1 ENBLEBERT -!6-54 DL+LL CASE criteria: 1.00 DATA method:,�-warking-strength�methad,special provisions for walla CONCRETE f'c 2000 psi Fbd 900 =.45f41c psi fy 4.00.00 psi_ h/t 14.00 Gust be less than 25) C- 6.00_n _ i Fs 20000 psi, bending h 84 in Es 2.9E+07 psi Fa 386 =.22ff'cf(1-(.025th/t)^2) psi Ee 2.5E+06 =57000fasgrt(f'c) n . 11 =Es/Ee vc 49 el.iflsgrt(f'c) LOADING Mc 150 pcf weight of concrete PN 263 =h/2fltfMc)/144 lbs/ft weight of wall at midheight Pa 0 lb/ft axial load applied M 13302 in-lb/linear foot ✓ V 753 ib/linear foot shear SECTION to 6.00 in d 3.00 in b 12 in (oust be less than Me 36 ) minimum reinforcementrequirements actual in^2/linear foot vertical 0 .1 08 a.0015fbft 1 5 A 16 in cc = 0.233 horizontal 0.180 =.0025fbft t 5 8 11 in cc = 0.338 check: 1 (1=ok) @ /j As 0.2323 in ^2 /linear foot (use vertical or horizontal) rp7�:-V. p 0.0735 As/�(tifd1� k 0.3168 =8sgqrt(2fnfp+(nfp)^2)-nfp kb 0.3386 in/ (n+Fs/Fbd) balanced condition pb 0.0076 =(Fbdfkb)/(2fFs) balanced condition SL is 0 aver -reinforced: concrete stress governs J 0.894 =1-k/3 1 under -reinforced: steel stress governs Mc 13772 =0.5fFbdfkfjfbfd42 in-lb/linear foot concrete moment capacity Vma 1584 =vcfbfjtd lb/linear foot concrete shear capacity ANALYSIS:concrete bending and axial stress fax 4 =(Pw+P)/(bfte) psi psi lb 869 =2fM/(kfjfbfd^2) psifax/Fa 0.01 1 fb/Fbd 0.97 fax/Fa+fb/Fbd 0.98 (_? 1 check 1 (leak) shear stress va 23 =V/(bfjfd) va/vc 0.48 (=? 1 ANALYSIS: steel fsa 21323 =M/(Asfjfd) psi actual steel stress fsa/Fs 1.07 (=? 1.00 checkf(1=ok) STRUCTURAL CALCULATIONS o \AOFESSI�Nq �t 5{ x o N 3 s � JT C 44 OF CAUEOQ GRIFFITH 6 ASSOCIATES 08 -Dec -87 PAGE -2-2 REINFORCED CONCRETE DESIGNa:usconc page 22 ENGLEBERT 8650 DL+LL CASE DATA method: ultimate strength method CONCRETE h 84 in w,al f'c 2 ksi height Ec 2549.11 =57Qsgrt(f'c+1000) fy 40 � ✓ beta 0.85 n 11 modular ratio LOADING Nc 150 pcfHeigght of concrete PN 263 =h/2#ltk#Mc)/144 lbs/ft Height of wall at midheight Pa 0.00 lb/ft axial service load applied Mdl -7.92 in -kips service load M11 ✓ 5.38 in kips service load phi 0.9 for bendingg members Mn 22 =(1.4#Md1+1.7#Mll)/phi in kips Vdl X0.44 kips service load VI1 0.31 kips service load Vn 1.34 =(1.7#V11+1.4#Vdl)/.85 SECT 3.00 in ✓ 12 in ✓ rk 6 in reinforcement: 0.75 bar(s) t 5 8 1�'% 31 in -2 equivalent to 16.0 in oc As X0..23 in"2 /linear foot pp 0.0065 =As/(dfb) pb 0.0247 =(.85f(f'c/fy))#betaf(87000/(87000+1000#fy)) balanced condition 0.0186 0.79p; max steel .Ck< section is 0 over -reinforced: concrete stress governs 1 under -reinforced: steel stress governs 1 check ANALYSIS. -concrete BENDING T 9.30 =(Asffy) Icr 16.1402 =n#As#(d-c)"2+(b#c"3)/j a 0.46 =(As#fy)/(.85#f'cfb) c 0.54 =a/beta delta 0.40169 =(5#Mn#h"2)/(48#Ec#Icr) Mavail 26 =T#(d-(a/2)) in- kip 0 =Mavail#criteri 1151=Mavail/Mn 1 Mavail)=Mn check SHEAR vc 0.09 =2#8SQRT(f1c#1000)/1000 ksi due to concrete only Vconc 3.22 =d#b#vc kips 2391:=Vconc/Vn Va dl -1.88 =Vn-Vconc kips required 11 (negative value indicates no requirement) I Pa g s aysn -52 =(Vaddl#10001/lb#d) psi 1 vs(=4#8sgrtlf'cf1000) s 1.5 =aMIN(12,d/2) oFESStay 0 vs)4f#asgrt(f'cf1000) s 0.75 =BMIN(12,d/4) �o qt use f�Q G s I" n oc o i Avenin 0.165 =l #bfs)/Ify#10001 N . C ' i 0 try 1 number 3 bars 8 0.11 in^2 Av 0.11 sT clvl�- �P Vsteel 1.2 =Av#fyfd/skips �Tf OF GA��F�� 3291=(Vconc+Vsteel)/Vn STRUCTURAL CALCULATIONS -ZV2;lz 1* li0r-11 2-c5 3373 eto4 14o Tvi )F Cl F��= 30 GRIFFITH & ASSOCIATES TRANSMITTAL LETTER PROJECT: �N<slt_EgE�� I-ATZ PROJECT NO:&50 DATE: 1 • 5.88 TO:C C DW I_ Tl U_I_I.D INto PT -7 If enclosures are not as noted, please % Go u i -it`( LAN t'E P IVC inform us immediately. D P -W I l._i_ 9i t t� 9 59 40 5 ATTIC�j o l``l�J. GN N,I 1�4(s�s WE TRANSMIT: ( ) herewith ( ) under separate cover via (X) in accordance w6 your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) review & comment ( ) record ( use ( ) THE FOLLOWING: COPIES DATE REV. NO. DESCRIPTION ACTION CODE I ME7,AL DEC*- 6Pcc-Ii:7ICNriot, g ACTION A. Action indicated on item transmitted CODE B. No action inquired C. For signature and return to this office REMARKS D. For signature and forwarding as noted below under REMARKS E. See REMARKS below BY: JA-) COPIES TO: (with enclosures) DESIGN & ENGINEERING 119 Broadway Suite 202 • Chico, California • 95928.916.343.4621 ONE PACE 01 1. P06 J11 C_Z- Type 3W H1 FORM composite door deck .O #2 75 7 �41,? • Roll formed embossments form economical union of steel and concrete • Embossed webs and stiffening ribs minimize need for reinforcing bars • Positive lateral and vertical mechanical bonds create com- posite action • Lengths to 45' • Phosphatized finishes available • In composite deck beam design full value of the shear con- nector stud can be used • Handling holes (5/8" dia.) facilitate spreading of panels Section Properties (per foot of width) Deck Type Gauge Weight Covered Area (Lbs./Ft.2) I 4 (In ) S 3 (In ) Gauge 22 1.83 .764 .455 3W 20 2.20 .934 .572 Type 18 2.87 1.255 • .784 10'0" 16 3.46 1.568 .975 15'0" 20/20 3.78 1.51 .650 3W F 20/18 4.26 1.61 .660 (Cellular) 18/18 4.93 2.03 .900 227 18/16 5.36 2.15 .930 �7.1/4'4.3/4' —� I I 3" II -0�4-3/4" 6" 12" 6" ►1 ion36" —�I 7-1/4 4- 3" 24" *End Bearing= 2" — Intermediate Bearing = 2" (1) For end reactions or for concentrated loads on outer ends of 7-1/4" 4.3/4' cantilevers 2" bearing. I —i (2) For reactions of interior supports or for concentrated loads n = 3" located anywhere on the span 2" bearing. Ia 36" TABLE 30 — ALLOWABLE SUPERIMPOSED LOAD (lbs./sq. ft.) FOR ASC TYPE 3W HI FORM with Concrete Fill Total Slab No. Span — c/c of Supports Depth and Gauge of Type Spans 8'0" 910" 10'0" 11'0" 12'0" 13'0" 14'0" 15'0" 22 2 227 190 162 118 101 87 75 62 3 or more 227 190 162 " 118 101 87 75 62 5%" 20 2 256 214 183 158 116 101 88 77 N0rm. 3 or more 256 214 183 158 116 101 88 77 V11t. Agg. 18 ` 2 310 259 221 192 169 149 111 98 3 or more 310 259 221 192 169 149 111 98 16 2 359 301 257 223 196 176 155 116 3 or more 359 301 257 223 196 176 155 140 22 2 227 190 139 118. 101 87 75 62 3 or more 227 190 162 118 101. 87 75 62 6y2 20 2 256 214 183 128 116 101 88 77 Norm. 3 or more 256 214 183 128 ' 116 101 88 77 Wt. Agg. 18 2 310 259 221 192 169 126 111 98 3 or more 310 259 221 192 169 149 111 98 16 2 359 301 257 223 196 176 155 116 3 or more 359 301 257 223 196 176 155 140 26 a- pJV C 67 o �ln n✓� � n S J1a� �Om po ate floor deck ;w TykeHI ..M • f{crli torj1j:1 OrIJI)OSS yllf.911S iot.in 000110611WI 11111011 Of KiMxt alit) concral1 ;..0 M, t1 "a t�Ir'rttitt tilt5lttiri. , i��'Irrts trl tkr tis rt t" I otrtr2e rtat,rj Io toll1iortsirrrl Isar Po eitive lateral a1 tI vertical rrttr It,tittroetl 40tt(15 CrNle Will. 9 �htlt1t1�5 to irtl las 11�xpIt 1tfiied I�' avatlaljlrr Inc�rrr polite tlraek Iib^ lro design Wit volud of th�� 1tdzlr c�r7, nerctor stud cart be us "4 Handling holes W/8" dia.) facilitate 'Soreatlrrry of Panels Cmd, 8l��rtrttl . 2" Iritr!rirtt tlratl 13poring it T, for Itaatial�rl outer t*etr sol � � �t'�,r , t 11 ror Ono leartions, or t!r')rtcenttated r 1a,'trltit�4�iS'�?" I 11305��Putr rLaCt►cirtr, u�llt�ri" or•forr;c�nt;altlr X21 ��# inl�riar � t al+"s alt vuk.arrt'xttd 5I7�rT 2"' 1c!arrlttl11r lei K: ,« ., TOM 3U .-n ALLOWABLE SUPERIMPOSED LOAD Vlt Aq. it # FOR A �, T YPV aiW felt l"01141 W1111 t.014rrat�y I`tlf Ubtal$o tar Si a+ �, rat tittlturls 1I — a `. .a' n a.µ:r.l. O� �t " r IIIICt Crr,rEl r 1 C ff'a � 11 ft i rypC �it5n� 22 2 . 227 190 1617 11s 101 >17 �� 02 „ 3 or more 221 15O 162 118. 101, 75 02 5t'r"' 2C1 266 214 183 ISO1$a 1f71 08 17 t r�r�rrn, tort ata 2,5) 2141115 Miff 110 �0l1.A'1 �. 1# ,Ito'' �$S 22f 192 log 1111 111 �ik1 1„ 3 dr illcare1f1 .� .d2" 1112' 11ra I1+1 11 t& 16, 2 511 301 2517 223 196 111fr 3 r„tr "lura 257 22: 1 15 l 16 1 145 140 27. 227 190 1391111 101 87 75 fit at More 227 190 162 118 101 F17 75 52 a .fi 20 2 25 r 21,1 183, 1201 116 1011 88 77 ... fi i 1�I�rntr S rrr, rr�r��tX r 2,rG � 211 1f3�' 12i3� �i�i 1 { 72' U.. Wt, Awl, ' 1,5� 2 � 1q 2a� 221 1t12 ' 1G�! � 121; . �.1 �g p �g DECr`�`ii. 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L: s a. 1 .0 N.�.: r,q "Y ASIC, , DPAPM.. .. i :. i r KU A P i : A. +t 1:""A . �,;\.,..�i�+. ..-�^' :+''� •-.- �.._ . .. . - - � - w - - _ _ _ +.,.„x'er- .ate -.-y-- .c�'L::>-- -," ._.,�.a+ .uE. � �, '�s-:,."a' _ - .+ o ':3..;,+ _ T 308: X3799: NAT x THIS DWG. PREPARED FROM COMPUTER '.INPUT {LOADS 4 :DIMENSIONS) SUSMITTED ` v TRUSS MFR, TOP C140RO 2X6 Flit -LARCH 2 TC X -LOC L -,R. Z-29 6.. 53M�B.43 14.36 18-`.3B 22:.24 26.14 � BOT CHORD 2,X4 FIR -LARCH- SS 32.38 - C WEBS 2X4 FIR -LARCH' STANDARD DC X ,LCC L -k: F�23 T..1� 18.'43 14.36 18.38 22.24 ?.5x55 = � t s 32-.38 1CONNECT09 PLATES MUST RE INS%LED Its ACCORDANCE WITH N � p �a �+. �+ � p FLEOUIFLEHENTS OF I.C.$.0. RES. ttCH REPORT #29A9_2 COMPLETE, TRUSSES REQUIRED ALL PLATES ARE TO RE_CENTERED On THE JOINT. LEFT TO RIGHT AND FASTEN: TOGETHER'NITH': I'SD NAILS - TOP TO BOTTOM. EXCEPT WHEN LOCATED 6Y CIRCLE OR DIMENSIOm TOP CH'. -- -- -- 13' O_C. M E. Q SER,_AWI NG 130 FOR `PLATE: LOCA T IONS ON TYP ICAL 001NTS. ` WEBS!- -- 4' O. CC STAGGERED' O SOT CH __��- _- ` 16' .C, Q S"IN6LE CUT' VEB 4i 2 E1�1rS:I .3•.5.7>;9.1 NOTE: t1) 1/2' D'IA. THRU BOLT .MAY $E SUBSTITUTED FOR {' )-15D NAILS 1N TOP -CHORD ONLY. CAMBER 1!;2:11 A, 1110SPAN BETWEEN •SEARI'NGS. TOP CHORD :'BOLT SPACING NQT TO IEXCEED l8' O..C-. ,- GSI VALUES SHflUL'D NOT EXCEED 8..38 All nail's specified are —on vire nails 47 ,. THIS *"I HIP DESIGNEDTO SUPPORT 7111' JACKS WITH NOW' - EBS. ALL TOP AND 90TTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY TOP CHORD SHALL BE LATERALLY BRACED WITH `PROPERLY COi;NECTED 1 - i!'. OF PANEL LENGTHYROK4PANEL POINT (WITHIN 12') AND PURLINS SPACED AT A MAXIMUM OF 24' Os.C. SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE, - NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 4'1.92. This drawing also sgecifies design for common hip tresses Conventional framing_is not .he respon_iibil ty of the truss to be used U 74" O.C.. (1 pay;. Dse.same.lumber, er-an designer, plate manufacturer, nor truss �atsricator. Persons guration and ;p4ates_ Extend top chord to hip ,rafter and erecriY'ic trusses are cautioned to seek advice by local_ ever 4 0._. Bri c _fla_t tori che support. m Tr/2 _4 lateral professional engineer regarding convent o;ial. framing. .- bracing @ 24 OAC _ _Fasten toe _aid vi - n n s. { Block, sane grade and species as bottom chord. BUTTE COU i ITY sXzo 5X10 BUILDING DEPART iE� 3X8 3X5 3X8 3;X8 r� y 4.00'✓ �3..DDP R 01 1 E 2- X6 i - 6X6 3X5 3X4- 1_5X3 3X5 - 5X6 r 3X6 SIB -5X9 3Xo^ 6-5-14 48" O:i% 48" O.E. , - L 32-8-0 OYER 2 .SUPPORTD A 3�B2C V- 3_50' R-3192: H- 3.SD' PLRTE TYPE--RLPINE SEON--477102 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR FlEY t3 i:D; PPSAII !q p p FUIME ENGtKER D PFttn�TS, Inr_ TRUSSES REQUIRE EXTREME D� DESIGN CRIT FR -- _ � *1IMPORTRN, **,SHRLL:NOT SE RE-SP%SI3E FOR RMT t�ARr+IiNG u+ r.maars. Eneeitou Aeu f 0, e�p� , fi IAN '� DETIRTITM FkOM DESE SPECIFICATIONS 06 RNT M;f;TN M 'FROG! BRACING.SEE "WT-7671WSCIWA 7 WSSES: 1 TC. ;LL Gtr . G P.SF, C7 O O Cs TMIS OESIGNt OR PW FAILURE TO ZJILD TIE TRUSS M aWDRM1*4CE COFY[a]1TF+RT AND 3tELM%ND iTt0 fS-+TPII.. 5Ef_ t C7 C3. Cz vITH TFf 'an -ITT CManL ?R01.7 BY TPI_ ALPINE'CDh0iW S THIS [)ESISM FOR 410DITIMC SPECIFRC POW14- TC OL 1,S. D PSFMMw � pyp� ;CS ARE M:Kf1i:TUlm FROM 20 Gw-a MWWtZ0 STEEL tACM XNT 2M CIN9 PMUIRD"TS. 109 ()LH^�'1F[SE v 9 " a GI C3. .bls C% oilERstM &OM, MEETIAu RMIREMENTS OF RSrn RAU CWXE it. SO M, TOP 0",%ftL 0E UTERIILT BC .DL S. O ?SFG s� Ll CC H'PLT T�»f! TORS TO EoiN.F13Ca AT EACH AIMT R& U)CRTE FTS SM PR0PSLY ATTAC)ED PLTY000 SHEATHI , ! Eia 6 +� TOT.LD. TO. O p ZFEN. -32'6-'G CC SNOYM. BF,RlIG li[OiF6'ARE 4' N(TUNf� tAILFSS GTe£FDYl SHOW BOTTOM CN= WIN RIM CM11C �� y +L� I�lC �usi7 CEiIial- SFFa�FA05. CCl+FORtt itITH iPPt ltiiFi E PROIiSIOM5 I/r - t� M[lT USE THIS J'f*CDY1 �� OUR.FFE. 1 . 25 H 4 - 0/ �2 O N!5 PCU -TPI IPCT). a PRTLNT WS 4:5§9 B3S aW 4.625:535 OESIbM':R M FIRE'RENK WT TASTED USM. f � �iAl�® �` n ••-TPI iRURS'�AIE IN3TSTllTF.. , 409 • 1ATI�wL;UESIOh gr6CIFTCATlGI EPI k000 [pNSTRtlCTitlM T/1�+_ �'` %�Zl—i� TYP GSI�S—" - ��., -"�� .,:r=+'rifi-e'S�'-.-cT:.t 3c..r-. _ `.sem _ _ ''.R?`ceeY•!c.. :.+-..,• -�."' - JOSt-, t3833 MAT THIS. OWG. PREPARED -FROM COMPUTER INPUT (LOADS & DIMENSIONS} SUBMITTED BY TRUSS MFR. TOP CHORD ZXS FIR -LARCH- *Z UPLIFT CONNECTION - ANCHORAGE CONTINUOUS TO FOUNDATION 20. D PSF DFI "FITE 90T - NOR 2X4 FIR -LARCH *Y - L 9LIFT LOADS- 210* 290* cs WEB'S 2)(4FIR-LARCR STANDARD LOCATION: 0-1gff-ffff 22-08-00 Cn T WW=_ MOL" W;74 Fij']Wr CMWCMRS 114150ESM FOR FWtTZk%,SpMM SPE[:IN TC DL- IS. 0 PSF CONNECTOR_ PLATES MUST BE INST LLED' IN ACCORDANCE WITH' 'T dMIC RM:IKMENZ, U&M 0: RM" 20,- -GIM, CRL,V%dZM SML mss NEWr BF Dnimtw - REQUIREMENTS OF I_C.B_07. RESRARtH REPORT -02 9 49_ 2 COMPLETE TRUSSES REOUIRED LP :ALL PLATES, ARE TO � BE CENTERED D ON THE JOINT, LEFT TO RIGHT AND TC X -LOC L -R-; - 0.29 6.53 11-41 16.33 21.26 26.14 32- a) 34%, DL TOP TO BQTTO?(., EXCEPT WHEN LOCATED BY CIRCLE OR OTMENSION. C G S' Tv Saw zrm� frr - M, -DINT RNa 110WE AS WrTH P=PMT MIMI) FLMW SW�MHIW-t M!wFF'S_q1-hMIW__ ta&M GTW_r&jSZ SI-MIst. 80TTM 000 VIT* _11109 &Mtkt SEE-DRAW1Na 130 FOR -'PLATE LOCATIONS ON;TYP_1CAL JOINTS-. BC X --LOC [-Rs 8.29 7.18'11.4'1 16.33 21.26 23-81 25.59 T AL 40.0 PSF A- SZ -.38 T CDfuva vrr� ff'ftlaftE PRXISIONS OF T940--P�a MUM, W WT uri WS OMMUTIV FIRE MA;PuMTRUTED twiekmR_ C IV, I 6� SINGLE CUT WES ENDS-- 1 3.5,7, lff 1.25 1 -itch: 4- All ied mmorrvild-nails:7--!��- FASTEN TOGETHER WITH 16D HAILLIS - -0-0, I nails speci are" co TOP CH --- ------- I ------- 13- O.C. 7L WEBS ----------------4' O.C. STAGGERED ZAIMALL SUPPORTS TO- SOLID BEARING. BOT CH - ------------------ IG' O-C.- NOTEz (I) I./2w DIA. THKU SOLT MAY BE SUBST-TUTED ALL TOP, AP(a BOTTOM CHORD SPLICES, OCCURRrNG. BETWEEN FOR t'Z2-160 v -AS IN TOP CHORD, ONLY.. PANEL POINTS ARE TO: E LOCATED ATAPPROXIMATELY TOP CHORDBOLT SPACING NOT TO EXCEED 19- O.C.- -114V OF PANEL LENGTR FROM` -PANEL- POINT (VrTHTN IZ-) AND CST VA LUES SHOULD NOT EXCEED 0 .9ff SHOULD NOT OCCUR iff PANELS, NEXT TOA PANEL POINT SPLICE, BEARING LOCATIONS MUST RE MARKED ON: TRUSS BY TRUSS FABRICATOR TOP CHORD SRALL BE LATERALLY BRACED VCONNECTED , ITH PROPERLY TO INSURE PROPER ERECTION. PURLINS SPACED AT A MAXIMUM OF 24": O_C-' This drawing, also . specifies design for common hip trusses to: be - used. @24!1 0- C_ (I ply)- Use, same lumber, configuration. and plates. Ektend top- chord, to hip- rafter and support every 4-0-0- Brace flat lateral- 24pt- toachordbracing @ b Xt2X4' , �15 8-0-0 8-0-0 Plates deslaned with a F CNTY BUT T OU ditratiom factor Of _92- iii 4X7 3X5 4X7 loXio 2" -ING D PARTMR R 3 U I L C. E 5x5 4-00 23X5- 2,5APPROVED Ft 117 3Xq I .5X3 3X5 4x7 I SX3- 3X5 —32-6-G OVER 4 SUPPORT A� R--61-80# V_ ZISG` -2,9997t 3.-rD- — nr: R-5,40 V- 3.50- a an C= _6* = �, C= 1MV11 THIS o vim Mt OTIV FM St" nEIL- FLPINEENS44ERM FRCGWCTS� I?vC.j-,, ff R NT*jt �simL_ w- I, aE RanwimE Fm rwl WARRI? .011J" TO tHEM rQN CONTHRCTOR7 Ky PPSAII SM rASSM RRUIRE Ex� itv_ I r It FRMTt.W DESIGN CRIT UBC TRIff R - NESZE S?MF1CRT10F6 ;OR FRYVEVIRTIOW FRM aRFE'NS-SEE -WT-7VaWCIW, MW Tmass., TC LL 20. D PSF DFI "FITE My, FAMLREC; M: bt= 41C TaM' w awmn%= mv*Nlmy FW, RsxrlEmwrckss7011 SM 1, cs T WW=_ MOL" W;74 Fij']Wr CMWCMRS 114150ESM FOR FWtTZk%,SpMM SPE[:IN TC DL- IS. 0 PSF ORV 0 V M)SR 2RVg.�� dMIC RM:IKMENZ, U&M 0: RM" 20,- -GIM, CRL,V%dZM SML mss NEWr BF Dnimtw - LP OF f6M FAW .6RF0_-_ 5- -qM" Tip OM tRL BE LA119,LLf M= 34%, DL a an C= _6* = �, C= 1MV11 THIS o vim Mt OTIV FM St" nEIL- FLPINEENS44ERM FRCGWCTS� I?vC.j-,, ff R NT*jt �simL_ w- I, aE RanwimE Fm rwl WARRI? .011J" TO tHEM rQN CONTHRCTOR7 Ky PPSAII SM rASSM RRUIRE Ex� itv_ I r It FRMTt.W DESIGN CRIT UBC TRIff R - NESZE S?MF1CRT10F6 ;OR FRYVEVIRTIOW FRM aRFE'NS-SEE -WT-7VaWCIW, MW Tmass., TC LL 20. D PSF DFI "FITE My, FAMLREC; M: bt= 41C TaM' w awmn%= mv*Nlmy FW, RsxrlEmwrckss7011 SM 1, I T WW=_ MOL" W;74 Fij']Wr CMWCMRS 114150ESM FOR FWtTZk%,SpMM SPE[:IN TC DL- IS. 0 PSF ORV 0 V M)SR 2RVg.�� dMIC RM:IKMENZ, U&M 0: RM" 20,- -GIM, CRL,V%dZM SML mss NEWr BF Dnimtw - kFR-EN OF f6M FAW .6RF0_-_ 5- -qM" Tip OM tRL BE LA119,LLf M= 34%, DL S.0 PSF C G S' Tv Saw zrm� frr - M, -DINT RNa 110WE AS WrTH P=PMT MIMI) FLMW SW�MHIW-t M!wFF'S_q1-hMIW__ ta&M GTW_r&jSZ SI-MIst. 80TTM 000 VIT* _11109 &Mtkt be tfro T AL 40.0 PSF D/F1 LEN. O/R LE T CDfuva vrr� ff'ftlaftE PRXISIONS OF T940--P�a MUM, W WT uri WS OMMUTIV FIRE MA;PuMTRUTED twiekmR_ C IV, I 6� OLR. FRC. 1.25 1 -itch: 4- fWMTLRIS IWTTTUM. 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