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HomeMy WebLinkAbout068-410-00168-36,1-30-jHO i' TIM WALL OCOS- y 10-001 Oakvale & Fox Ridge Rd, Oroville J Permit#93-89A(Agricultutal Bldg Exemp olives, &" 'hor`Ses < 68 .3 aCoB -10-001 WALL, Tim - 6, �ox dge-Rd ,- Oro e (NEW SF) 68-36' Permit89 29-91 ('complete wk -std under. 7, 0;), Permit#325Q.-91 {conv . und�erf or a, ea'to. storage) Q1.1i :. RESIDENTIAL` C F- Fr 68-36-130 76-90 1 WALL Tim 69 -Fox -x -Ridge -lid-, Oroville f (NEW SF) 'f :F „ t ' f J=OK 0.= Not OK ' = Not Readyable MOBILE HQMES,. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2PSoils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ P'LPG 7. Utility Clearance; r t Date Card B-1 Date Card B-1 ` Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s '*. 1. Zoning Requirements -Setbacks Easements 1 2. Footings; Size -Spacing -Marriage Line 6 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector. 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1, Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, �flans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Depth-Spacing-Connector"teel, 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfd.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ,17. -Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses ' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card 13-.1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.: Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panel boa rds-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test IDate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 f , u J=OK O=Not OK - = Not Applicable Not Ready RESIDENTIAL (; ' = Date UND LOOM (Plans) OK except #'s zo g -Setbacks -Easements -Flood -Slope tg: ain; Soils-Elec. Grnd.- /" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.- ' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth to alts, Main; Steel -Bloc kouts-Wrapped .01�temwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors ZSlab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date?_ d Card 13-1� Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING Permit OK except #'s 1(}/Water Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor -Nail Protection _fX9. Shower Pan; Test, First Floor -Tub Access 1.2e!fest Tub & Shower, Second Floor -Tub Access G2'f. Gas Pipe; Size & Anchors Date /���qi Card B-1 -40- Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s b,2`2. Fixture & Transformer Clearance -Ins. Protection c23. Elec. Receptacles Spacing -Lights & Switches at Doors l4. Size Boxes & No. of Conductors -Stapled `Ro x Installed Close to Edge of Studs & C.J. UgerEquip. Ground made up w/Mech. Fastners-Bond Gas & Water [,27''2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire SizeA1Vyga. Cu or A: ` Wire Size/ ga. r Al 71 29. range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No Lao--service-Riser Conductors & Ground -Main Disconnect (Sa! uip. Clearances Panels-Motors-Mech. Equip. thes Closet Light -Shower Light -Spa Light Us�moke Detector Date Z Card B-1 Date Card B-1 Date 2i Card B 1 a Date Card B-1 Date MECHANICAL Permit OK except #'s A.C. Ducts Insulation & Support Vent Fan; Exhaust above insulation 06._Condensate Drain & Overflow; Size & Grade t37 Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet L38 -Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s L66. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing jingle & Duplex:) Date FRAMIN (Continued) Hgers-Post C Anchors -Connectors Clnd!Jois r ies-PuAin rooforec-ILu s-Sht g.-Rf�tg- Fireplace Ties or Type A Flue -Fireplace Throat clearance tA8''Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 51 -Property. Line Firewall & Openings j�52!�xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits tp--Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection -54 o vwood on Roof Overhana-Attic Vents -Rafter Outriggers linq Veneer LWStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access k , Glazing Area -Glass Protection -Skylights -Plastic. '/ / - ' 60. Infiltration -Walls -Windows Date Card B-1 Date L"r q Card B-1 Date Card B-1 Date Card B-1 Date FINA lans OK except #'s 1. Ext Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa ., Elec Trim & Subpanel; Breaker Sizes & Labels Stair .& Rails 68.'Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. it.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 7 ec. Outlets & Receptacles at Kit. Counter 72 aragWFire Door; Swing -Landing -Closer 7 . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. I arage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage; (G.F.I.)-Romex Protection 7 . nsulation-Foam-Looked in Attic 0 Yes _7,8 --Guard Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes ollowing instld.; Drive Yes 0 No; Walks Yes 0 No; Planters 0 Yes no 'at--S4neee;-Br®wn-F i n i s . Unit; Disconnect, Electrical, Plumbing 00"Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Op nings terwell; Disconnect, Electrical, Plumbing { E�ter`ior Elec. Trim; G.F.I. Receptacle -Underground ti . Ve tilation Throughout House Glass rotection tions from Previous Inspections Gas Test -Meters Tagged; Gas -Electric W r-& Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Dat _,,d B- ,, � Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) 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 ER 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 correct'an of work is completed. If you have any question pertaining to this matter, o ed additional explanation, please contact this office immediately. I D 4L"'- 4 r t`; Date '�- l C `!T( Inspector —&U� 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 0Y nance /' exist at the above address and should be corrected. Please notify this'bf�fice when correction of work is completed. If you have any question pertaining to this matt 'Vr,or need additional explanation, please contact this office immediately. � .✓I �i v( i � /ire (/1 av -(tOeq/-c J') i, M',:3-/L//3)-'?iC.. — /V/L "fe 4 111031aii "t^ c3.7t . 4-r—>gL7,7 " 7}f Q t- 4 Date ZA */ Inspector _ � t' 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 ERMIT 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. Date—/— q-5 / Inspector .& ' ENERGY INSTALLATION CERTIFICATE Building Owner , 'Ll A)lq' I -l_ Building Permit # Building Location DESCRIPTION OF INSULATION ROOF Material Thickness(inches) XTERIOR WALL, Material Thickness(inches) 3 77z, �EILING Batt or Blanket Type Thickness(inches) /O Loose Fill Type Minimum Thickness(Inches) Area covered(ft.2) FLOOR, ELEVATED /)Material___ % 6P^e 1s -f Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL" Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance(R Value) l Brand Name Thermal Res.ista.nce(R Value).. ;53.0 Brand Name . Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value)__ I hereby certify that the above insulation was installed in the above building, is -consistent --with approved ... building- department- plans -and at-tachments rand con=- forms with requirements of Chapter 2-53 of State oflifornia Energy Requirement sL2 FIRM XAINVOWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR DATE . I hereby certify the required features, devices, and equipment, a,:i Building Department plans and -attachments have been installed and ance standards and Chapter 2-53 of, the State of California Energy UILDING CONTRACTOR/OWNER (Please Print) IF1 NAi E) AmrATURE OF BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) SIGNATURE.OF HVAC CONTRACTOR/OWNER shown on the approved conform to-the•appli- ,equirements. 36as2- 7 STATE CONTRACTOR'S LICENSE NO. E STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 C T-1 CEIFICATE OF 11 A CONFORMANCE %HE UVDERSIONED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured In conformance with Applicable provisions of American National Standard ANSI/AITC A190.1--1983,, Structural Glued Laminates! Timber, and that such manufacture has been at our plant in..,W,Sags.naw r Oregon___, which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies wjth the manufacturing and fabricating provisions of Chapter 26 of the Uniform Building Code. JDAhAME• -Stock) �y Georgia Pacific�Cor oration acramento Ca. Jho I.00ATiDN ,,.S 1. � ! cuSTmMER'SOROERNO.__ ACq-6445 - DATL'.WditlORDER NO'— 92Q3 24F -V4 SIGNATURE G' w !ibex McKi l lcsd �_.. Bohemia Inc:. _..., w...w Mane ger Sa :inaw TITLE _.�� .. �.___.� ADDRESS_, A Ar� e_t. Ibn _...DATE - ,.!�.,�,�l..m�a -�r^,.--•---aw��noax..+��: •-s•:.:rs�r-- .-•T,•• •:rc^.as:.a:x:.:� AITC HEREBY CF-RTIFI S that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment'of AITC, said company is capable of complying with applicable manufacuiring and testing provisions of said Standard in respect of products manufactured at said plant. Conformanca with the Standard irI respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product ineeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FOAM INCA AITC Cerhlicate No. '47476A AMERICAN INSTITUTE OF 'TIMBER CONSTRUCTION 1903 AMEA WAN IN$TITtJ*9-.OF TIMNEft CONWAuCT1oN w ,IV %J14fa1fl nIcltltAtrs 01* jig p U cuvarea•fiy tfid eurhtiauto are stvupad with onv of tho _ 1vlt6sNrlag fype sludbty markt. Ewh qualilied Plaid Ihau alt ind'iVaWl qualrtlfrUon cb atj1l.L:+a,I. Tne dl.•s,ynudon IT, 143" shown on,the typ!U quality marks glow is not to ;rny plant and is utad onty tar the purpc4v of Must rbilon , ATYPICAL CUSTOM PRODUCT- QUALITY MARK P-143 Ani aus,wwrion of avai liecl li :mad plant ��lirii 3 ANSUAITC A190.1-1983 Igdlcv.«�. 1h �� tt.,• g11711.1rWtLh1 lii'utIS9J pl;tnt - hM :IM fill •1.41120001tl11ts for citRtDltcolivto and f:-a.nta n as r cinlldlih-,quoitty contrut illacates. eantorownee tv ANSI/AlI-C ry.tvr+t Hf:a.f. n pvrtut octiliy anpice[W by A190.1-•-1883, Struclurat (110ed Lamin' AITC algid Timber r A T)lP ICAL ' NON -CUSTOM PRODUCT QUALITY MARK klr:nl+6cailon of dtrura�lr:,1 elsd, ttasw• ` r/8ted by synittal3: a-flrrtlAo span banding. mambuir: C- I cc„�pru;slvn mertu�ar; 3'-ten,�on rylerr►• /+ tiers CS--eontintcous of cantilever "n USE ARCH b6•flcuflymentbaf is i. I vs:gllttcs apptwrdrtt�: ilradu. 11VD- •'� Industrirll. , A11CH--A(E:h vtul a1. 7.�` ; • P-143- _.. I PREM-Ylumium ,•,,,i _Ail d�sl�liatioll of ctustllled flc,.�+1�-ci SPEC I FS& ------ . •y 1r1,1�1 allu VJbtu3tr m1hi:.ttreu WIit11 dam"-• t!L} .1'+� d0ndwra40 bre, used, -tire •leltel ALpp� t .000-o0.00F-XX--� s Dlb:AlvJ 11+4 � M � ` • , Ill..rrlc a1 vtuGLl sprc.as #,bed f ANSI/AITC Al 901 '1983 O.�s gf1,1t,•. t+111Xc,,1btu AITC lunmai,l,;t t+:lticatian and, cumbinAm sympol; . Ica 6xitai0e: 11117-85, 24FNXt 14101C44ds' tbal 11 6 .101441dtan 11tttnISIG4 plant lnak:uhs cantommome to ANSI/AITC has tart do • It+811CM0115 fix quHllhcatlon A190.1 -IM. Stmmurcl Glued l vinla and milnt.r•u .r gaolity conval ated Tiltlt,cr system vrf11ch s pil6oueC4iuy- inspectut tet/ AITC 11' FIA CLI1rl,rn IatuthActs, 1:10 &-wk. CU4.16116 III& prou"I .1f6 111.'14119.1 off apo;t1:able documontt. R 1-ar t,on•custum products, esse+llial aufails w 0 Iricludutl on thrr Stamp. 4 ire SEQUOIA SUPPLY RADIUS IN FEET 96 13% 11'h 10'% 9Ya 954 8% HA 17w "74 11ure Ium .... •• 98 14% 11'% 104; 9+% 9 8'h R 7% 73R 6%a b'/1 6'/. G 100 14% 11% 1031 10 93b 8'% S% 7'/e 711t SSL 6%n 6'h 6'/. 6 11% 10% 93A 9% 8% 8'A 7?A -.7% 7'% 6a/, 6'h 61b 102 104 113b 107/e 10% 9'h 9 8% 8'i 7% 73b 7 6�/� 6'h 106 11'/e 10% 10 9-% 8Ys �b 8 7% 7-% 7 6'/a los 11% . 11 10'/a 9-1�4 9'�a 856 8 7% 71/4 7 `11 A 101% 10'% 9'% 8'% 81A 7% 7% 7 -Sb 110 i l 11'% 10 `h 97/e 9 112 11'h 107/e 10'A +/� 9'R R%a R'h R'% 7'/a 114 116 117/e 111A 10+% 36 9% 9'% 8'/. 8'% 1 E 10 9'/t 9'% K'/+ 81/4 118 i 156 10'A 97/a 9Yb 9! 120 111A 10'% 10'% 9-'A 91A 9 122 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County.Cefiter Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIOt AN PERMIT 11 A _ ASSESSOR PARCEL NUMBER ' 68-36-130 ZONING A R BUILDING PERMIT OWNER TIM WALL TELEPHONE 533-1548 SQ, FT. OCC. BUILDING VALUATI 780 M 14.0 0 OWNER'S MAILING ADDRESS 5 OAKVALE OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 14,040 Filing Fee $ 10,00 LENDER's MAILING ADDRESS Permit Fee $ 110.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 190.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping , 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other STORA(;F SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W __F0.00 ea TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: CUONVERT IWMR—rLGn"�—TO STORAGE-- l;n�gEIz2gor1 u Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 10.00 Main service 100V OR LESS10010.00 1AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penaltyof perjury p I y (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business %Code and my .license is in full ce and effect. and Professions License No. 10OM:7 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 OCCUP.8d) yz2sgft OR ADDNS. \ ACC. BLDGS. / NEW CONSTR. U TI.OUTLET'GeT 2,50 ea NON.RESID BRANCH CIRC ITS POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20®50Q BALs 30 FIXED APPLNS. EX. Occup. OUTLETS ((RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 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. 1 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. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation 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 t save, indemnify and keep harmless the County of Butte against all liabili ', judgments, cos d expenses which may in any way accrue against said ounty in consq We granting of this permit. X Date .. C Signature of Applicant — Owner Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - TOTAL FEE $ 120.50 E HAz. cuA PARK SCHL I FLD PAR PD ) HD. ISSUE. 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. R PUBLIC WORKS By � Date 9 PERMIT EXPIRES Date !`-L4 —*TZ Receipt No. 100834 12f1 SO WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle. California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARC UMB zD IN BUILDING PERMIT OWNER a l TE��PMONE�Q � C� SO. FT. OCC. BUILDING VALUATION © O OWNER'S MAILING ADDRESS 1 �� � � � ' (� til CONTRACTOR'S NM ^^A// TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN 1 Total Valuation $0-10 U Filing Fee $ 10.00 LENDER'S+MA LING ADDRESS Permit Fee $ JD ARCHITECT OR ENGINEER (!/•t,/�•l/ LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ - ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Dry kc Permit fee $ S0 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE, SF ❑ Duplex❑ Mobilehome❑ Other -�TCl] GtC1-Q sP� IF Y Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobi le Home S I G I W 0.00 ea TYPE OF WORK New9 Addition [I Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: "Ile UOJ EJ/��c7o)' �Ci '&t2aQ-e-_ fp Pursy�s f `�g��-�'� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR OR LS.ESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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. (_J 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) ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.11 OR ADONS. ACC. SLOGS. ) ,� • 0saftl NEW CONSTR. ULTI.OUTLET NON.PESIO. BRANCH CIRC' ITS 12.50 ea POWER APPARATUS a SINGLE OUTLET CIR. ) i l I Ex. Occup(OUTLETS OR FIXTURES ieAL3aoc Ex. Occup. OUTLFIXED TS PIRESID IRE A.) ! 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 l Permit Fee $ 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. ElI 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. Contractor j MECHANICAL PERMIT Filing Fee 10.00 Heating l Cooling Hood 3,00 1 Ventilation Penult 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 or Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte againstHAZ all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- -on of structures over 3 stories height. Mobile Home Installation Fee $ Energy Inspection Fee g OCC CONST TYPE TOTAL FEE $ O' CUA I PAHR iCHL , , , i, ••. i ! i FLD COF =SAP. PO nDSSUE I This permit is hereby issued unaer sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provl- resolutions to do have been paid. WORKS Date ' , ��in Receipt No. /00 3Vj ) aV 5D NHITC-O.P.W.. YELLOW-•SeESSOR, PINK -INSPECTOR, -:OLDENRaD-APPLIcANr \----------_ - 1 ' 1 I 1 1 1 a • J ... G-2 y I I I li _ I \ E�-1G I EizEp � 1 I CTU > 2_ 1 ; 24" ex. PIADE 06 2-t 4'5 x 16"+1 14, ,_ � I �}•I(1a1JgHot.f( Maui Fl.o�� • 1 1 I � _ f� SRIF 1 - 1 lo=t0" b �z2'(NTS� 3' 1d' i '1'G� /2t?" I 0 0 n Irib 1 41 ,V �m � i I• iy,• . I 3 � ' IA i Sy1 ; i'4' 1!2 i I i :Em I �A\Ac 3 OT I IL � I 9 Lti. • y�„„\ a•� -yl a;Y i-'-0• - ' I NouimC- A2 k30 • \ AVD VEVr J> e v R-90 BLOUN-IN INSUL. X E Cin • O. \ j \ is 7 I \ F 191UD9 R -II BATT INSUL. i"IASTEi@R-30 155L fN �i 8AT1-4 i } I 7X6CLG.1sr&7I• t y I O Ge, AV) a c- s 7X/0 FLR JS T- V /6 ' SOLID BLKG. TTP. • ALL BEARING POMTS DRO- GLC. W/ ' 6 X /0 GI/'t i 10P. 1 PLAN 2 X 4 24' O.G- ..—_ 7X4-qW-1 0WO.G. ll•1 ' R -Il BATT INSUL. ei 12 / 19-X1 • 'x''r 2x6 SNDs Ga . ri �a%r so6em FAQ 11 LY BATH i BUILDING SECTION D ELI s^ B _ PLAN I$•! = ll•1 IGN 12 / 19-X1 • 'x''r 2x6 SNDs Ga . ri �a%r so6em BUILDING SECTION s^ B So,� SCALE 1/4• 1'-0' Vdd " � �__i'� - � -'•V 111x- IL �� jlll� ..� II .• ._ - IZU k xn PICA� Zi T�ouelllAk( � G• oeclN hq• � x �./ _ �lhClLL'1e Ih• Its•• 15 ` w Pra � i a 81 s79—, _ 0 1 7 X,6 CLLR T/E \ . 7 X e RF1X3. 7°I. O.G %{'✓D V E V I J')� R-30 BLOLL.N-IN INBUL X O 4 • '`tN ' I 7X497UD9 -WO..4 R-11 BATT INSUL. 1"1146TERZ BAT44 eta Jer ' .7 X /0 FL.R JS T. • /b • • SOLID DLKG. TTP. • ALL BEARING POMTO 6 X /0 GV'i I 70R 1 DRO"' GLC. UV 2 X 4 24'O.G Or -.- R-11 BATT INSUL. ei I FA" I L Y BATH -,: xd�s w•oc 12 19• X •� r �2><G TyPlcp� 4i 1�I4 O'i. BUILDING SECTION °" v►�cl�r�e� :...F B52�1r SCALE 1/4' _ � .1.:. 1 u�11�: �--'�� I(n�' 1111= 11 /. ..' •. = 14� �� -� � • f � �I 1. �1 �G^.;: ,''.j ���.�.'1:U �iF _;LPIC.A,'L^ � ' ' Pv� PFAIP Ih IPA • I5 w/Drala Filo too ;:: r a 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS _PF_RMJT IN / 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION'An PItRMIT ASSESSOR PARCEL NUMBER 68-36-130 ZONING AR BUILDING PERMIT OWNER TIM WALL TELEPHONE 533 1548 SO. FT. OCC. BUILDING VALUATION EST 2,000 OWNER'S MAILING ADDRESS 95 OAKVALE OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ 2.000 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 92.90 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5 OAKVALE OROVILLE Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping , 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S TG W 0.00 ea. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other [ Describe work: PERMIT TO (YIMPLETE FDRI PERMIT476_90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 SOOV OR LESS Main service 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p I y (Check One): jjj ��� JJJ y�J I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f e and effect. License No. Classification. yEAJ ❑ I, as the owner, or ma ployees 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 OCCUP.li\ OR ACONS. ACC. BLDGS. / ys¢sgft NEW CONSTR. U TI -OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES zo ®soa eALO 30 FIXED APLNS. Ex. OCCup. OUTLETS PR (RESID ) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 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. 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor r 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agr save, indemnify and keep harmless the County of Butte against all Iia tie judgments, costs, and .expenses which may in any way accrue agai sai County con�eethe anting of this permit. Nr fb _fir-/ %� Date Signature of Applicant — Owner ® Contractor ❑ Agent ❑ ov An OSHA permit is required for ex ations over 5'0" deep and demolition or Construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE - TOTAL FEE $ 42.50 HAL CUA PARK SCHL ILD CDI PAR PD 1 HD. ISSU This permit is hereby issued unoer the sions of the Butte County. Code and/or work in ' ed above for which f DI IR F PU I y ROIT EXPIRES Date applicable provi- resolutions to do have been paid. ORKS ate Receipt No. 97403 42.50 WNITC-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEyGpAORNI1"95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET �'- Permit No. OWNER �'( _ t A. P. No.68 3030 Proposed Building Use S- �_ `4 Building Inspector Date At time of permit application, I was advised the following data }must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Co?�pliance and supporting documentation ......... 7. Staters bnt--of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees -of;,, ........................ `- 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. _ - School District fees paid . 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City fo,r�other requirements) 17. Plan nin -a roval for A Use: - 9 PP ( ) (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date)_ 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... '26:- 27. " When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup al office. Deliver w/inspector. ` Other G Applicant. Date - I Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: ' Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by .date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR P RCEL UMBER / 20NIN BUILDING PERMIT OWNER ` a TELEPHONE S S11l Q U S0. FT. OCC. BUILDING VALUATION eS -O© OWNER'si AI NG ADDRI- r� �� O ��� �(J 004, K V � I CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1$ QUO Filing Fee S 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 2.5-0 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty g BUILDING ADDRESS Permit .fee S V,2, S-6 PLUMBING PERMIT FilingFee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFI Duplex❑ Mobilehome❑ Other SPECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S ! G I W 1 1 j10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel l__: Utilities ❑ Installation❑ Other6p Describe work: 0 t 14 Ca:LAe / ,QeYiti �f 76 -70 Permit Fee b Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eooV 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): ❑ I 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, 17I, 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) ❑ 1 am exempt under Sec. Business and Professions Code - for this reason NEW CONST. ( DWELLING OC SUP-) OR ADONS. \ ACC. SLOGS. , �22SQft NEW CONSTR. ULTI-OUTLET NON.RESID BRANCH c,RCITSPOWER 12.SOeal APPARATUS b SINGLEOUTLET CSR. ) Ex. OCCUO� OUTLETS OR FIXTURES IZ0030t IeAL?3oel FIXED Ex. OCCup. OUTLETS P(RESID )NS REA.) I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for S100.00 (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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating l Cooling g Hood 3.00 Ventilation 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 expenses which may in any way accrue against said County in consequence of the granting of this permit. X Oate Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ,on of structures oveer��3 stories in eer�ght. Mobile Home Installation Fee $ Energy Inspection Fee $ occ I CONST TYPE / TOTAL FEE S t{qZ UA i PARK scr+L FLD coF I NAR Po o.: ss - ! ! i ! i' - I This permit is hereby issued unser sions or the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provl- resolutions to do have been paid. WORKS Date Receipt No.q� 7D 3 I 1 ..5-0 WNITC-D.P.W., TCLLa W-ASe1SSOR. -INK-INSPECTOR. COLOCNROO-APDL I CANT COUNTY OF BUTTE - D&PARWENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 959E5 - Telephone: 916/538-7541 APPLICATION AND PERMIT —7PERMIT NO. / —-- ASSESSOR PARL L NUMBER r 8 3 ZONING /1 BUILDING PERMIT OWNER TELEPHONE/{`'— S,33 6 SO. FT. OCC. BUILDING VALUATION ( H1 -IS 27� �O OWNER'S MAILING ADD SS ✓ L CONTRACTOR'SNAME TELE HONE '/ rL� `.� P- CONTRACTOR'S MAILING ADDRESS 7� ' -�� T V Fireplace 6/ /f 2 p ®� CONSTRUCTION LENDER UNKNOWN Total Valuation $ y LENDER'S MAILING ADDRESS Filing Fee $ 10,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Q Energy Plan Checking Fee $ , (S. 0 0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 2v . zS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 3 Q e> L) /I Pi Solar or heat pump water heater 20.00 LOT/NO. SUBDIVISION NAME PARCEL MAP Water piping T 5.00 0a Q 4 - 2 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 ,5 op SF Duplex❑ Mobilehome❑ Other Building sewer—FT-5.00 S, 0p SPECIFY Mobile Home SG W 0.00e TYPE OF WORK NewAddition❑ Remodel❑ Utilities [:1 Installation[] Other ❑ Permit Fee $ 6A 00 Describe work: - _ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. ( DWELLING OCCUP.&) OR ADDNS. ACC. BLDGS.99,� ,/Z¢Sgft Z I declare under penalty of perjury (check one): NEW CONSTR. ULTI-OUTLET 2,50 ea I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON-RESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE ) and Professions Code and my license is in f force and effect. OUTLET CIR. License No. Classification Ex. Occup(OUTLETS OR FIXTURES20@50e 6AL@ 30 ❑ I, as the owner, or my employees with wages as their sole compen- Ex. OCCUp. OUTLETS P(RESIO )REA.) 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 — for sale. (Sec. 7044) o Mobile H.me Facilities 15.00 contract-Mobile FII, as the owner, am exclusively contracting with licensed con ors. (Sec. 7044) 9 15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee . $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT FiIingFee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating- ` ❑ 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. Cooling - 1 Z7I I shall not employ any person in any manner so as to become subject Hood 3.00 ,�' to the W. C. laws of California. Ventilation. ilL 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 Permit Fee -ttJ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ to building construction, and hereby authorize representatives of the Countyot E Butte to enter upon the above-mentioned property for inspection purposes.V3 YbP_ TOTAL EE $ I also agree to save, indemnify and keep harmless the County of Butte against all liabi s, judgments, costs, and expenses which may in any way accrue HAz CUI PARK FLD PAR PD Is ue again sai County in consequence of th, anting of this permit. I X e> . !.1 _ , Date ` ! This permit is hereby issued under the applicable provi- the Butte County.Code sions of and/or resolutions to do Signature of Applicant — Owner r Contractor ❑ Agent ❑ work indicated a ove for which fees have been paid. An OSHA permit is required for excavations over 5'0" deep and demolition or construct- IR CTO F PUBLIC WORKS ion of structures over 3 stories in height. Receipt BY Date Z No. WHITE-D.P.W.. YELLOW-ASe ESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT (PERMIT EXPIRES Date_ �'��� COUNTY OF, BUTTE - DEPARTME'h�J;G4& PUBLIC WORKS - BUILDING DIVISION �..� tY v ' ;•�, 7 COUNTY CENTER DRIVE - OROVILLE, OALIFORNIA 95965 -TELEPHONE: 916/538-7541 F. PERMIT APPLICATION DATA SHEET k Permit No. / l OWNER / i M4(/I/ L) ( l ,s, ' A. P. No. _ �) 3� Proposed Building Use Bui (ding Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. ......:ria'.y......................... r 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park es paid 13. r �� YID School Di trict fees paid W............. . 14. Sanitation approval from _ Health Department—/ 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of r (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW ,119. Driveway permit (construction approval required prior to occupancy) ( 0. Pre -Inspection for required Pre-Inspec. request to Building Inspegtq?/ n Contractor's license information (No., Name Style, Classification) ... ids// G�� 22. Certificate of Workmans Compensation Insurance .................. 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... Letter .of si'nature authorization ........................ ......... 27. Whyou issue the permit,.process as follows: M Ito owner. Mail to contractor. Telephone E8 //, � and hold for pickup at�ooffice. Deliver w/inspector. �' Other A• IN y 1 w /i Appl icant�.%Gtr Date —moi — D %Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: r Contractor, designer wne was advised of above required data by phone_mail_counter by .date Contractor, designer, owner, was advised of above required data by_phone_m 11—Counter by date Plans checked by haLIJ14 Date'5- f 'ZiD Plans approved by Date ' Sets of plans on hold in File cabinet AP folder Copy—DPW To Buildinv Department FROM: Environmental Health. Sanitation Clearance .SUBJECT: Owner Location AP# - Plan Approved for: Sewage Disposal Water Supply Lul. Holdfinal for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mobile ome. Other rw ti �+ 5/89 NY RESIDENTIAL'PL •CHECKING GUIDE (S.F:;,DUPLEX & MISC. ONLY) Bldg. Permit # 76 �a OWNER T(#11. c.Jat-(-- A. P., # 68 -36-/30, GFiNERAL , oning requirements: (sideyards}and number of permitted.living units). Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property.' 6 Items on data sheet.. PLT PLAN # plete parcel size and dimensions. a. tbacks. sideyards easements, etc-. hers;buildings or structures. ding, "f drainage. ' ood' hazard. ecial conditions on creation map or compliance document. ' FAU & FAS road setback. _." FLOOR PLAN omplete to scale plan with dimensions. equired windows for'light and ventilation, (Sec. 1205). Required windows for second exit (Sec. 1204). $ ' ights (Chapter 34,& Sec. 5207)." Human impact glass (Sec. 5406). - F.a red room sizes, ceiling heights (Sec. 1207). in baths,' garage',' and .exterior `outlets • (Article- 210-8) . +. fixtures, switches, r"eceptacles" receptacles for maintenance charical equipment. >4 ions.of water'heater, heating and cooling -,equipment, other electrical -,or quipment, and plumbing fixtures. + 4 e firewall,'•door''size, and closer (Sec: 503(4)(3)-)i,•:'''0" exterior exit door (Sec. 3304(e)).±ace and wood'stove location, alcoves,` and clearance.` detectors (Sec. 1210). RG STRUCTURAL DETAILS ' Foundation plan complete enough to,construct building. Floor construction details complete enough to construct building.. Elevations and wall construction details completeienough•to construct building. 14 Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. 4 MISCELLANEOUS ITEMS TO LOOK OUT FOR tairway details: landings, rise and run, head'clearance, handrails .(Sec. 3306): uardrail details (Sec. 1711 & 3306(j)). Brick or stone -veneer (Chapter 30).,.. T f of W I* L ` _ , T_ 68-36- /3z 7(.- y O RESIDENTIAL PLAN CHECKING GUIDE ti MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D). terior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. �8 . Garage door or porch header sizes. 9. Adequate bracing. 10 -'Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . o exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). lt��(erfloor access and ventilation (Sec. 2516). 1`'�. Combustion air for fuel burning appliances. 1WSse requirements on duplexes. 1 /Abe soils - special foundation design. 1a -'Retaining walls requiring design. 18. Unusual shape, size, or split level house requiring lateral design. 10 -'flashing at all exterior openings. "V .2 PA'u.� /�O ? LI va c ihLD t4� `_' c�vllT� /�/i �V of G fl `t?�T, �S of-9c� — �, Ce' ' KSS T �E. I�r 2E �e i �A2Q,4r`1 � <2. P, \ g L 215 / rK&K , CC- t+ '(M Ne y) 'L o M N 2 c C Wl' c c� r�SQ�. �/�f c f�L C S 5/89 X21/ - /�/ZOviOE Ti�/� hoc Lawi�c/� 4t�017101 i� L 11V,-0,eW,4 ,4 off . o Gr/.4-G C L o�fC C'C c c� L.Tio�t/. 5 S Gr/Z C�l•¢/Z GE' /Cc - Z30 S 230-��)--2C-��sE �pCco�2Di&G'Gf! A/ 04 iWOIIS7/Z-f7"E A'T • ! P�Or/iDE. �CE�.�E D�—rJ�o�i1�ErrT ©� hE/�Fo�Z�✓rE.crT Oro s6 -c . 06/0 CC-) -� A/dr� /lilf�/ylG(iY/ G'9�� io' ca�2. Z�ic�eo � X ----------- /Z F-MWPI00 WALL -1 DOE�C.,4j la"(51 SUBJECT. wa)-� CLIENTS NAME JOB NO. COOK- , OCIAT S Z9T 0 JOIB DESCWIP--TIOW-CCWASULTANT: U-06-0OR-PA-K AW41NU■DAT CMDWILAA I CAUPDXWIH^ Immes SHEET OF SHEETS Dan, -Cook 2060 Park Avenue Oroville,.CA 95965- With 5965 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS , 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE March 9. 1990 With reference to the above subject: Attached is: Application for :permit Building Plans Engr. Calcs Owner -Builder Verification Form. OTHER RE: Permit Appin #76-90 for Tim Wall A. P. # 68-367-130 .Mobilehome Utilities.Installation Sheet Mobilehome"'Installation.Information Sheet Typical Plan Sheet List of Codes Enforced L� We need the following information: Permit application signed and complete& where indicated with all -copies returned: Fees of $ payable .to Butte County Treasurer. Certificate of Workmen's Compens"ation Insurance or cheek exemption. statement.. Contractor's License Law information or check exemption statement. Complete plans in ',.including .plot plans. Plot plans .in Structural.details in 'Complete plans and dales in by registered engineer or architect. Energy design including Street and.drainage improvement plan approval from Land Development Section'(DPW). sets of plans in accordance with the changes marked in red. Sanitation approval. from Butte County Health Department at: 196 .Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd:, Paradise Planning approval from Butte County Planning Department,.'7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded :copy of agricultural.acknowledgement statement. / XYA OTHER SEE ATTACHED LIST Should you have any questions concerning the above, please contact JOHN HENRY. of this office. Yours -very truly, JFG/aj William Cheff Director of Public Works J.F. Glander —` ,� Chief Building Inspector PER PREVIOUS LIST OF REQUIREMENTS, THE FOLLOWING ITEMS ARE NOT YET COMPLETE: iNote maximum height of wall on plans. >K Indicate 12" footing depth into undisturbed soil per Uniform Building Code, Section 2906. Note location.of reinforcing in wall. Provide for adequate development of reinforcing into footing per Uniform Building Code, Section 2612(c) and (f). Horizontal reinforcing noted on 'plans does not comply with Uniform Building Code, Section 2614(d).. Revise to comply. John Henry y b i r•� � .ti 4 r =I'7 l/rT * / o s (J p -7a - � • ccs U;S Air �. �C 2 SUBJECT: IST VJlP(Gt WALL -,o' �• Ti►� W4� �•� IJo, 6 � 31v-130 �o�D20 CLIENTS NAME JOB NO. -A n COOK v"' �;gg 3C1ATES fi � I z- oro J DESCRIPTION wwON 0WMR=o CSULTANT♦, Ross PA AK AVONU■ D T �V6LA.. C„UW0WWA IMIMa 1 SHEET �_ OF _SHEETS c��Vi�� ����r� ���.o���� off- • - ff 7-11 q..x� q17 Ile, PF C . a3Fq k .lir S • .7 PF C . a3Fq k .lir ******* SCM ENERGY ANALYSIS MODEL VERSION 2.OH******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS *** ****************************************************** CLIMATE ZONE :.11. BUILDING FILE : 3VALLEY\3VALLEY BUILDING TYPE : OFFICE BUILDING TITLE : Office for Tri -Valley Growers DATE: 02-06-1990 TIME: 10:51:01 PAGE: 4 BALANCE -POINT TEMPERATURES AND DEGREE-DAYS INPUT OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER). PEAK COOLING EST. = 38705 BTUH - HVAC COOLING CAPACITY = HEATING COOLING ANNUAL LOADS (MBTU'S) ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) 222.1 413.6 220.9 397.3 40000 BTUH 4.0 28.0 2.0 18.4 33.5 6.7 14.9 0.5 SOURCE DAY 5.1 NIGHT BPT1 = 43.82 BPT1 = 64.52 BPT2 = 45.35 BPT2 = 70.89 BPT3 = 45.35 BPT3 = 70.89 HDD = 203.35 HDD = 4417.90 CDD = 6405.02 CDD = 145.25 ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (WINTER) OVERALL HEAT TRANSFER FACTOR 'K' (WINTER) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR 'K' (SUMMER). PEAK COOLING EST. = 38705 BTUH - HVAC COOLING CAPACITY = HEATING COOLING ANNUAL LOADS (MBTU'S) ANNUAL SITE ENERGY REQUIREMENTS (MBTU'S) SITE HEATING SITE COOLING SITE LIGHTING SITE RECEPTACLE SITE FAN SITE HOT WATER ANNUAL SOURCE ENERGY USE ESTIMATE (KBTU/SQ.FT.) 222.1 413.6 220.9 397.3 40000 BTUH 4.0 28.0 2.0 18.4 33.5 6.7 14.9 0.5 SOURCE HEATING 5.1 SOURCE COOLING 46.1 SOURCE LIGHTING 83.8 SOURCE RECEPTACLE- 16.8 SOURCE FAN 7 37.3 SOURCE HOT WATER 1.4 ANNUAL SOURCE ENERGY USE ESTIMATE IS ( NOTE: 1 KWH = 10.239 KBTUS OF SOURCE ENERGY ) 192.8KBTU/SQ.FT. F'o-3 e, 1,5 0_ 1,57 -oo -J Z�ZIL7d i./ � .��Tc�vGY��1�3c Z5i7 �A�!fir•�6L. l.� P= "70 Table 13. Minimum Collector Area, sq. ft., by Climate Zone, Page 6 of 8 CLIMATE ZONE 11 Collector Slope Collector Y -Intercept. .45 .50 .55 .60 .65 .70 .75 .8Q .50 77 65 55 49 43 39 36 33 .55 83 69 58 51 45 40 37 34 .60 89 73 61 53 47 42 38 35 .65 95 77 64 56 49 43 39 36 .70 102 82 68 58 ', 51- 45 41 37 .75 110 89'' 72 61 53 '47 42 39 .80 118 95 76 64 55 49 44 :•30 .85 128 101 80 67 58 51 45 -41 .90 138 107 85 71 61 53 47 43 .95 149 114 90 75 64 •. 55 49 44 1.00 164 .122 96 79 67 58 51 45 1.05 180" 131 103 84 70 60 53 47 1.10 197 142 110 ,89 .74 63 55 49 1.15 216 154 118 '94 78 66 57 50 1.20 239 167 126 100 82 69 60 52 1.25 268 184 136 106 87 73 62 54 1.30 305 202 145 113 91 76 65 57 1.35 -- 220 157 121 96 80 68 59 1.40 -- 240 170 129 102 84 71 61 1.45 -- 264 184 138 109 89 75 64 1.50 -- 295 200 148 116 94 79 67 rl.TMATR 7.n NR 17 Collector Slope Collector Y-Interce t .45 .50 .55 .60 .65 .70 .75 .80 .50 75 63 55 48 42 38 35 32 .55 80 68 58 50 .44 40 36 33 .60 86 72 61 52 46 41 37 34 .65 92 77 64 54 48 43 38 35 .70 99 82 67 57 50 44 40 36 .75 107 87 70 60 52 46 41 37 .80 115 92 75 63 54 48 43 39 .85 125 97 80 66 57 50 45 40' .90 136 104 85 70 60 52 46 41 .95 148 112 90 74 ,, 63 54 48 43 1.00 162 121 95 78 -66 57 50 44 1.05 177 130 103 84 70 60 52 46 1.10 196 142 111 90'` 75 63 54 48 1.15 218 154 120 96 79 66 56 50 1.20 242 166. 129 101 83 69 59 52 1.25 265 181 138 106 87 72 62 54 1.30 297 198 148 112 91 75 65 57 1.35 342 218 159 120 96 79 69 58 1.40 396 239 170 129 104 84 72 61 1.45 -- 264 184 139 111 90 75 63 1.50 -- 300 200 150 119. 96 78 66 C-86 RECM-A 10--79740 Reference Tables A - TY Pturn r I DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENTI FOR RESIDENTIAL DEVELOPMENT Secy ion - 26-8.1 of the Butte County. Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent , to land or included within an area zoned 90-006019 Rec Fee 7.00 for agricultural purposes, and residents Cash 7.00 of 'this 'property may be subject to incon- Recorded veniences or discomfort arising from the Officia•I, Records -. use of agricultural chemicals, including, County of 1 I but not limited to herbicides, pesticides, Butte a and fertilizers; and from the pursuit Candace U. Grubbs of agricultural operations including, Recorder ;,. ;• I but not limited to cultivation, plowing, 1:44pm 14-Feb=90 BG 2 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural 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 situate in the County of Butte, State of California, described. as follows: 44 D4 so I WO all i Date: 1'/23/90 PROPERTY OWNERS: TIMOTHY G. WALL State of CALIFORNIA On .this the 23rd day of JANUARY 19 90 , before me, SS. the undersigned Notary Public, personally appeared County of BUTTE ) TIMOTHY G. WALL ® Personally known to me. ® Proved to me on the basis w • of satisfactory evidence. O0 JLRICIALSEAF. o be the person( whose name( sk Is SANDY A. STACKHE• NOTARY PUBLIC -CALIFORNIA ubscribed to the within instrument and acknowledged that PnccimiOffk*inBUTiECounty xecuted the same for the purposes therein contained. IN,'WITNESS SS' My Comm>,sion E�iras oEC r 9993 HEREOF, I hereunto set my hand and official seal. • ••• 6 r ••••®• •• ® p • r Present A.P. No. / Notary Public DESCRIPTION ORDER NO. BU -105938-3 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER- OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28, 1987, IN BOOK 109 OF MAPS, AT PAGE(S) 21 AND 22. RESERVING THEREFROM A NON—EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER FOXRIDGE ROAD, AS SHOWN ON PARCEL MAP HEREIN. PARCEL II• A NON-EXCLUSIVE PUBLIC EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOSES OVER FOXRIDGE ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,. ON OCTOBER 28, 1987, IN BOOK 109 OF MAPS, AT PAGE(S) 21 AND 22. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN.THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III• A NON—EXCLUSIVE EASEMENT OVER A PORTION OF PARCELS 1 AND 2, 'AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 68 OF MAPS, -AT PAGES) 57 AND MORE. PARTICULARLY DESCRIBED AS AN EASEMENT FOR THE CONSTRUCTION AND MAINTENANCE OF A SANITARY SEWER, SAID EASEMENT TO BE 12 FEET IN WIDTH, LYING 6 FEET"ON-EACH SIDE OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID PARCEL 1 FROM WHICH THE SOUTHWEST CORNER OF SAID PARCEL 1 BEARS SOUTH 88 DEG. 35' 15" WEST, 6.00 FEET; THENCE FROM THE POINT OF BEGINNING THE FOLLOWING NINE COURSES: 1) NORTH 00 DEG. 14' 27" EAST, 369.97 FEET.,, 2) NORTH,2.1 DEG. 09' 58" EAST, 194.49 FEET, 3) NORTH 79 DEG. 41' 27" EAST, 196.68 FEET, 4) NORTH 69 DEG. 34' 37" EAST, 272.72 FEET, 5) NORTH 20 DEG 18' 04" WEST, 499.05 FEET, 6) NORTH 27 DEG..21' 48" EAST, 579.05 FEET, 7) NORTH 37 DEG. 18' 25" EAST, 110.15 FEET, 8) NORTH 89 DEG. 06' 56" EAST., 71.34 FEET, 9) NORTH 61 DEG. 51' 52" EAST, 166.07.FEET TO THE EAST LINE OF SAID PARCEL 2 AND THE END.OF THIS EASEMENT. Imam AO of%#%l eificklirr _V e i BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM _ (One Form.per Building) A.P. Number, �" ( -1(3 Q Building Department No. School District Oro i(I vn City F__j CountyJurisdiction Property Owner; wa �1 Proj.ect Location/Address'... /lox r ell P Rel 0(0 u PC Subdivision Lot Number Residential Development: l�y� a a Sq. Footage ICJ # of Living MHI Addition` (Group R) Units + Commercial/Industrial: O ' Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative ' Date s (Floor Plans reviewed by School District Personnel) District Id No. CX�intnii�� School District certifies that (Applicant Name) (Phone Number) (Street OAddress) (City), (State) (Zip Code) has 'complied with the requirements of Resolution No. -OF74 -Z by the payment of $' .y660 representing a 7�) '7 square feet. ScYiool DistrictwR?/presen"tative. Date PAID BY -'CHECK NO. REMARKS: BANK NO 79 PAID BY CASH white -applicant, yellow -bin ding department, pink -school district SCHOOL.FEE. (8/88) • C7 • Day&Night o day.& Air Conditioning ELECTRIC Model 593A night'CONDENSING UNITS Sizes 018 thru 060 Indianapolis. IN e City of Industry. CA - J PRELIMINARY PRODUCT DATA NOTE: Use the information in this abltcatior preliminary ref ce only. Model W " -- Efficient Conde 4 sing Units incorporate �a ovative technology o provide uiet, reliable summer cooling performance. Buil into the units are the features most d by Homeow - ers to y. SEER -ratings of at =� leasC10.0 when used with co onents as designed by manufacturer. _ TURES RIC RIC ANG' —All units are offered in 208/230- Y91tr3- ' g e-ghase only. WIDE RANGE OF SIZES—Available in seven nominal sizes from 018 thru 060 to meet the needs for residential and com- mercial applications. WEATHER -PROTECTIVE CABINET—Steel is protected with a heavy coating commonly called "galvanizing," then coated with a layer of zinc phosphate to which a coat of alkyd melamine enamel is applied and baked -on. This pro- vides each unit with a hard, smooth finish that will last for many years. All screws on cabinet exterior are coated for a long-lasting, rust -resistant, quality appearance. TOTALLY ENCLOSED FAN MOTOR—Means greater reli- ability under rain and snow conditions, dependable perform- ance for many years. Permanent -split -capacitor -type motors provide more economical operation. UNIT DESIGN—Copper tube, enhanced aluminum fin coil is designed for optimum heat transfer. Vertical air discharge carries sound and hot condensed air up and away from adja- cent patio areas and foliage. New Heat Pump style drain pan for easy removal of water, dirt and leaves. APPLICATION VERSATILITY—The 593A can be combined with a wide variety of evaporator coils and blower packages to provide quiet, dependable comfort. Unit can be installed on a roof or at ground level on a slab. EXTERNAL SERVICE VALVES—Both service valves are brass, back seating type with sweat connections. Valves are externally located so refrigerant tube connections can be made quickly and easily. Each valve has a service port for ease of checking operating refrigerant pressures. EASY SERVICEABILITY—One access panel provides access to electrical controls and compressor. Removal of top gives access to fan motor and coil. COMPRESSOR PROTECTION—Each compressor is pro- tected with internal temperature- and current -sensitive overloads. An internal pressure relief valve provides high- pressure protection to the refrigerant system. For improved serviceability each compressor is equipped with a compres- sor terminal plug. Form No. PDS 593A.18.1 D AIR DISCH AIR IN � 1. Allow two and one half feet (762) clearance to service end of unit, four feet (1219) above unit, six inches on one side (152), one foot (305) on remaining sides, and two feet (610) between units for proper airflow. 2. Minimum outdoor operating ambient of 550F (unless Low Ambient Control is used). 3. Dimensions in parentheses are in millimeters. AIR DISCHARGE } AIR IN FIELD POWER SUPPLY CONN. C 7/8 0.(22.22) HOLE WITH 2 1.2*y 1 3/32 0.(27.78) KNOCKOUT AIR DISCHARGE (6'.•) I (ALL SIZES) -ANO 1 IN.2. 123/64"D.(34.53) KNOCKOUT (39.$) (036 THPU 060 SIZES ONLY) 8 SERIES ELECTRICAL C A FIELD CONTROL SUPPLY CONN. 1 E F 7/8" 0.(22.22) HOLE Operating Voltage Range H J 187-253 H OIA.SUCTION LINE Compressor -Rated Load Amp: SIZE (FEET/INCHES) (mm) (FEETANCHEa Icor) (FEET/INCHES) (mm) F 3/8'OIA.(9.53) : tf / LIQUID LINE d ) 3/4' (44.6) 1 1/4' T (32.0) TABLE 3/8'0.(9.5) KNOCKOUTS (2) PLACES AJ fl n II B `� )� I ACCESS PANEL ) 0. K / � I E -j D UNIT MOUNTING PATTERN VIEW FROM TOP UNIT A 1 8 SERIES ELECTRICAL C A 0 1 E F G Operating Voltage Range H J 187-253 K Compressor -Rated Load Amp: SIZE (FEET/INCHES) (mm) (FEETANCHEa Icor) (FEET/INCHES) (mm) (INCHES) (mm) (INCHES) (mm) (FEET/INCHES) (mm) (FEET/INCHES ) (mm) (INCHES) (mm) (INCHES) (mm) (INCHES) (mm) 593A018 2'-1-27/32" 656.4 2'-6" ?62D 2'-8-31/32" 837.5 5-1/32" 127.9 9-41/64" 245.0 1'-3-29/32" 404.2 1'-10-21/64" 567.2 5/8 15.88 2-23/64" 59.9 8-5/32" 207.3 593AO24 2'-7-27/32" 808.8 2'-6" ?620 2'-8-31/32" 837.5 5-1/32" 127.9 9-41/64" 245.0 1'-9-29/32" 556.6 2'-4-21/64" 719.6 5/8 15.88 2.23/64" 59.9 8-5/32" 207.3 593A030 2'-7-27/32" 808.8 2'-6" .'&D 2'-8-31/32" 837.5 5-1/32" 127.9 9-41/64" 245.0 1'-9.29/32" 556.6 2'-4-21/64" 719.6 3/4 19.05 2-23/64" 59.9 8-5/32" 207.3 593AO36 3'-1-27/32" 961.2 2'-6" ?620 2'-8-31/32" 837.5 5-1/32" 127.9 9-41/64" 245.0 2'-3.29/32': 709.0 2'-10-21/64" 872.0 7/8 22.22 2-57/64" 73.4 8-5/32" 207.3 593AO42 2'-7-27/32" 808.8 2'-6" ?630 2'-8-31/32" 837.5 5-1/32" 127.9 9-41/64" 245.0 1'-9.29/32" 556.6 2'-4-21/64" 719.6 7/8 22.22 2.57/64" 73.4 8-5/32" 207.3 593A048 3'-1-27/32" 961.2 2'-6" 'QD 2'-8-31/32" 837.5 5.1/32" 127.9 9.41/64" 245.0 2'-3-29/32" 709.0 2'-10-21/64" 872.0 7/8 22.22 5-57/64" 73.4 8.5/32" 207.3 593A060 3'-1-27/32" 961.2 3'-2-37/64" 9799 3'-6.3/64" 1067.9 7.3/32" 180.0 12-3/32" 307.3 2'-3-29/32" 709.0 2'-10-21/64 872.0 7/8 22.22 2-57/64" 73.4 1 8-17/32" 1216.8 SPECIFICATIONS MODEL 593A018 593AO24 593AO30 SERIES ELECTRICAL A A A Unit Volts -Hertz -Phase 208/230-60-1 208/230-60-1 208/230-60-1 Operating Voltage Range 187-253 187-253 187-253 Compressor -Rated Load Amp: 8.8 11.2 13.6 Locked Rotor Am is 52.0 61.0 65.0 Condenser Fan Motor -Full Loac Arps 0.9 0.9 0.9 Total Units Amps 9.7 12.1 14.5 Min Unit Ampacity for Wire SiziK 11.9 14.9 17.9 Min Wire Size (75° Copper) AWG' 14 14 12 Max Branch Circuit Fuse Size COMPRESSOR 20 25 30 Compressor -Type & RPM Hermetic 3450 Temperature & Current Protect or Internal Line Break Refrigerant -Type & Amount R22-4 lbs 4 oz R22-5 lbs 14 oz R22-6 lbs 0 oz Refrigerant Lines (inch ODEI Vapor & Liquid (up to 50 feet) CONDENSER• 5/8 & 1/4 5/8 & 3/8 3/4 & 3/8 Coil -Height x Width (Sq Ft'. 12.0 15.0 15.0 Rows Deep & Fins Per Inch 1 &20 1 &20 1 &20 Fan Motor -HP, Type, GRPM 1/8 PSC & 820 1/8 PSC & 820 1/8 PSC & 820 Volts -Hertz -Phase 208-230-60-1 Fan -Diameter 22 22 22 Condenser Airflow (Cfm) 2500 2500 2500 See Note on Bottom of Page 3. • • • • • • SPECIFICATIONS MODEL 593AO18 593AO24 593AO30 SERIES OPTIONAL EQUIPMENT A A A COMPROTEC© 208/230-60-1 313909-751 208/230-60-1 Quick -Start Capacitor -Relay Kit 313912.756 313912-752 313912-757 Low -Pressure Switch Kit 16.9 313911-751 28.1 High -Pressure Switch Kit 82.0 313910.751 135.0 Thermostatically Controlled Crankcase Heater 313904-751 N/A N/A PTC Start Assist 18.3 313907-751 N/A Support Feet Kit -4 inch 22.5 313916-701 36.5 Indoor Fan Time Delay Relay 10 313902.751 8 Ej Sound Blanket Kit 35 312991-751 N/A Indoor Thermostat and Subbase (Manual) HH07AT183 Indoor Thermostat (Auto) HH07AT182 Thermostat Subbase (Auto) R22-6 lbs 7 oz HH93AZ176 R22-15 lbs 0 oz 00 Low Ambient Controller 718 & 3/8 313917-401 Coil—Height x Width (Sq Ft) 00 Low Ambient Motort 15.0 18.0 HC36GE230 Rows Deep & Fins Per Inch . SPECIFICATIONS MODEL 593AO36 593AO42 593AO48 593AO60 SERIES ELECTRICAL A I A A A Unit Volts—Hertz—Phase 208/230-60-1 208/230-60-1 208/230-60-1 208/230-60-1 Operating Voltage Range 187-253 187-253 187-253 187-253 Compressor—Rated Load Amps 16.9 19.2 22.3 28.1 Locked Rotor Amps 82.0 93.0 127.0 135.0 Condenser Fan Motor—Full Load Amps 1.4 1.4 1.4 1.4 Total Units Amps 18.3 20.6 23.7 29.5 Min Unit Ampacity for Wire Sizing 22.5 25.3 29.3 36.5 Min Wire Sizing (75° Copper) AWG* 10 10 10 8 Ej Max Branch Circuit Fuse Size COMPRESSOR 35 40 50 60 Compressor—Type & RPM Hermetic 3450 Temperature & Current Protection Internal Line Break Refrigerant—Type & Amount R22-6 lbs 7 oz R22-11 lbs 0 oz R22-11 lbs 8 oz R22-15 lbs 0 oz Refrigerant Lines (inch ODF) Vapor & Liquid (up to 50 feet) CONDENSER• 718 & 3/8 7/8 & 3/8 1-1/8 & 3/8 Coil—Height x Width (Sq Ft) 18.0 15.0 18.0 20.5 Rows Deep & Fins Per Inch . 1 & 25 2&20 2 & 20 2 & 20 Fan Motor—H P, Type, & RPM 114 PSC & 1100 1/4 PSC & 1100 1/4 PSC & 1100 115 PSC & 1100 Volts—Hertz—Phase' 208.230-60-1 Fan—Diameter 22 22 1 22 26 Condenser Airflow (Cfm) OPTIONAL EQUIPMENT 3000 3000 3000 1 3800 COM PROTEC© 313909-751 Quick -Start Capacitor -Relay Kit 313912-755 313912-755 1 313912.755 1 N/A Low -Pressure Switch Kit 313911.751 High -Pressure Switch Kit 313910-751 Support Feet Kit -4 inch 313916-701 Indoor Fan Time Delay Relay 313902-751 Indoor Thermostat and Subbase HH07AT183 Indoor Thermostat (Auto) HH07AT182 Thermostat Subbase (Auto) HH93AZ176 00 Low Ambient Controller 313917-401 00 Low Ambient Motort HC40GE230 HC38GE230 NOTE: Use copper wire only between disconnect switch and unit. See unit Installation Instructions for proper installation. tConsult 00 Low Ambient Installation Instructions for application. *If other than 75°C copper wire is used, size can be determined from unit ampacity given in above table and applicable table of National Electric Code. Wire size selected must have current capacity not less than that of copper wire specified and must not create a voltage drop between services panel and unit in excess of 2% of unit rated voltage. -3- Day&Night Air Conditioning Ell Indianapolis. IN City of Industry. CA Carrier Corporation —4— • • SPECIFICATIONS SUBJECTTO CHANGE WITHOUT NOTICE • UNIT MUST BE INSTALLED IN ACCORDANCE . WITH INSTALLATION INSTRUCTIONS Catalog No. DN -3259-300 PRINTED IN U.S.A. 7188 Day&Night Air Conditioning Indianapolis. IN City of Industry. CA HIGH -EFFICIENCY DOWNFLOW/HORIZONTAL INDUCED -COMBUSTION FURNACE DOWNFLOW HORIZONTAL With unique induced -combustion design, four -pass heat exchanger, and exclusive safetyJeatures; the Model 376B High -Efficiency Downflow/Horizontal Furnace is the new industry pacesetter. The Model 376B achieves the highest Annual Fuel Utilization Efficiency (AFUE) rating available today in a noncondensing downflow/horizontal furnace. Its ease and economy of installation, truly remarkable serviceability, surprisingly economical initial cost and short payback time, place it in a class by itself. All these make the 376B the obvious choice over any other high - efficiency furnace. This furnace has the kind of overall performance that others will be trying to imitate for years to come. FORMULA Model 376B Sizes 040 thru 115 The Model 376B Downflow/Horizontal joins our Model 395A Upflow to cover all bases in the standard high - efficiency California marketplace. Application flexibility is a tremendous plus. The 376B Furnace satisfies downflow applications stand- ing straight up. Lying on either side, the 376B satisfies horizontal -left and horizontal -right airflow applications with no conversion required. FEATURES VENTING—The Model 376B Induced -Combustion Fur- nace operates at zero or slightly negative static pressure at the furnace -to -flue junction; therefore, it can be vented into any approved chimney or 61 vent, and like a natural - draft furnace,. common -vented with an existing water heater. Most other currently available positive -pressure - draft or forced -draft furnaces require installing an expen- sive sealed -vent system. The induced -combustion design also eliminates the need for a vent damper. MONOPORT INSHOT BURNERS—Produce more precise air -to -gas mixture which burns cleaner than multiport or ribbon -type burners. The larger monoport of the inshot (or injection -type) burner seldom, if ever, clogs or needs cleaning. FOUR -PASS HEAT EXCHANGER—Design breakthrough produces accelerated heat transfer. The Model 376B Fur- naces extract heat that other furnaces waste up the flue. Aluminized steel for corrosion resistance. 20 -year Limited Warranty. SAFETY FEATURES—The 376B goes beyond most other furnaces with two exclusive safety features: (1) a draft safeguard switch detects a vent blockage or downdraft and (2) a self -checking switch proves combustion airflow before burner ignition. SOLID-STATE BLOWER CONTROL—Timed blower opera- tion stops annoying recycling common with thermally activated blower controls. Blower motors are permanent split capacitor type for energy conservation. PRINTED -CIRCUIT CONTROL CENTER—The printed - circuit board and all internal wiring are factory installed. Screw terminals permit quick -connecting a humidifier, an air cleaner; and air-conditioning control circuits. WRAPAROUND INSULATED CASING—Welded construc- tion eliminates casing noise. Foil -faced insulation in the heat exchanger section cuts heat loss and insulation in the blower section reduces noise levels. The low profile makes the Model 376B a slide -in unit—ideal for downflow or horizontal replacement installations. EFFICIENCY—Exceeds California minimum efficiency standards (Title 20) by a comfortable margin. OXIDES OF NITROGEN (NOJ—Meets NO, emissions level set by South Coast and Bay Area Air Quality Man- agement Districts. The design of all Model 376B units is A.G.A. design certi- fied for natural and LP (propane) gas. The 376B is GAMA (Gas Applicance Manufacturers Association) efficiency rating certified. Form No. PDS 376B.40.2D A82171 DIMENSIONS (In Inches) Size A D E Vent Conn Ship. Wt 024040 14-3/16 12-9/16 12-11/16 4 130 024055 14-3/16 12-9/16 12-11/16 4 132 036055 14-3116 12.9/16 12-11/16 4 142 036075 17-1/2 15-7/8 16 4 160 048075 17-1/2 15.7/8 16 j 4 1 163 048095 17-1/2 15-7/8 16 1 4 1 _118- 060095 21 19-3/8 19-1/2 1 4 188 060115 24-1/2 1 22-13/16 1 23 CLEARANCES (In Inches) Size 040 Thru 115 DOWNFLOW (In Alcove or Closet) 024055 Sides—Single-Wall Vent (040 and 055) 1 Single -Wall Vent (075, 095, and 115) Type -B1 Double -Wall Vent 0 0 Back 0 Top 1 Front*—Single-Wall Vent 6 Type -61 Double -Wall Vent 3 Vent—Single-Wall Type -61 Double -Wall 6 1 HORIZONTAL (In Alcove) 75,000 Sidest 1 Back 0 Top—Single-Wall Vent 1 Type -81 Double -Wall Vent 0 Front* 18 Vent—Single-Wall Type -811 Double -Wall 6 1 HORIZONTAL (In Closet) 55-85 Sidest 1 Back 3 Top—Single-Wall Vent 2 Type -B1 Double -Wall Vent 2 Front*—Single-Wall Vent Type -61 Double -Wall Vent 6 3 Vent—Single-Wall 6 Type -B1 Double -Wall 1 *Provide a 30 -in. service clearance in front of the furnace. _Tltes supply or return sides when furnace is in the horizontal positio .. —� ., SPECIFICATIONS SIZE RATINGS • PERFORMANCE 1 024040 1 024055 6055 036075 1 048075 Input Btuh* 48,000 67,000 6 ,000 90,000 90,000 Capacityt Indoor 39,000 56,000 ,000 75,000 75,000 Nonweatherized (ICS)$ 39,000 55,000 ,000 74,000 73,000 AFUE California Seasonal Efficiencie (CSE) Indoor Nonweatherized (ICS)# 83.2 82.3 77.3 83.2 82.3 76.3 83.2 82.3 77.0 83.2 81.3 76.7 Certified Temperature Rise Ra ge°F /" 50-80' 55-85 7 35-65 55-85 40-70 Certified External Static Press re Heat/Cool 0.10/0.50 . 0.12/ 0 0.12/0.50 1 0.15/0.50 0.15/0.50 Airflow Ft'/Min ELECTRICAL Heating Cooling 1 1 610 790 75 85 1080 1157 1 1005 1225 1240 1 1553 Unit Volts—Hertz—Phase 11570-1 Minimum Wire Size 14 Maximum Fuse Size 15 Transformer (24-V) 40VA External Control Power Available Heating Cooling 24VA 37VA A/C Blower Relay CONTROLS Std Limit Control SPST Heating Blower Control Solid -State Time Operation Burners (Monoport) 1 2 3 1 3 1 4 1 4 Gas Connection Size GAS CONTROLS I 1/2 -inch NPT Gas Valve (Redundant) Min Inlet Pressure Max Inlet Pressure Essex SX345 4.5 inches we 13.6 inches we Pilot Safety (Non -100% Shutoff) BLOWERDATA Model 740A Direct -Drive Motor HP—Type 1/5—PSC 1/4—PSC I 1/3—PSC I 1/3—PSC I 1/2—PSC Motor Full Load Amps 4.0 4.0 5.4 1 6.5 8.3 RPM (Nominal)—Speeds 1050-4 1050-4 1050-4 1 1050-4 1050-4 Blower Wheel Dia xWidth 10x6 10x6 10x6 10x6 10x8 Filter Size—Permanent Washable • OPTIONS (2) 16 x 20 x 1 Combustible Floor Base 305301-701 LP (Propane) Conversion Kit 308001-710 Vinyl -Trim Control Door Kit 309258-701 Printed -Circuit Control Center P771-7007 *Gas inputs shown are for elevations up to 2000 ft. For elevations above 2000 ft, input should be reduced at the rate of 4% for each 1000 ft above sea level. Refer to National Fuel Gas Code Table F4. tCapacity in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. $Isolated Combustion System (ICS) GF -6 is • • • SPECIFICATIONS RATINGS • PERFORMANCE 1000 ft above sea level. Refer to National Fuel Gas Code Table F4. tCapacity in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. Input Btuh• tlsolated Combustion System (ICS) 114,000 114,000 137,000 Capacityt Indoor Nonweatherized (ICS)# 95,000 94,000 95,000 94,000 114,000 113,000 AFUE Indoor Nonweatherized (ICS)t 83.2 82.3 83.2 82.3 83.2 82.3 California Seasonal Efficiencies (CSE) 77.7 77.1 77.9 Certified Temperature Rise Range°F 55-85 55-85 45-75 Certified External Static Pressure Heat/Cool 0.20/0.50 0.20/0.50 0.20/0.50 Airflow Ft /Min ELECTRICAL Heating Cooling 1348 1590 1350 1929 1937 2010 Unit Volts—Hertz—Phase 115-60-1 Minimum Wire Size 14 Maximum Fuse Size 15 Transformer (24-V) 40VA External Control Power Available Heating Cooling 24VA 37VA A/C Blower Relay CONTROLS Std Limit Control SPST Heating Blower Control Solid -State Time Operation Burners(Monoport) 5 5 6 Gas Connection Size GAS CONTRO.LS 1/2 -inch NPT Gas Valve (Redundant) Min Inlet Pressure Max Inlet Pressure Essex SX345 4.5 inches we 13.6 inches we Pilot Safety (Non -100% Shutoff) BLOWERDATA Model 740A Direct -Drive Motor HP—Type 1/2—PSC 1/2—PSC 1/2—PSC Motor Full Load Amps 8.2 9.9 8.5 RPM (Nominal)—Speeds 1050-4 1050-4 1050-4 Blower Wheel Dia x Width 10 x 8 11 x 10 (2) 10 x 6 Filter Size—Permanent Washable • • OPTIONS (2) 16 x 20 x 1 Combustible Floor Base 305301-701 LP (Propane) Conversion Kit 308001-710 Vinyl -Trim Control Door Kit 309258-701 Printed -Circuit Control Center P771-7007 *Gas inputs shown are for elevations up to 2000 ft. For elevations above 2000 ft, input should be reduced at the rate of 4% for each 1000 ft above sea level. Refer to National Fuel Gas Code Table F4. tCapacity in accordance with U.S. Government DOE test procedures. California Seasonal Efficiencies based on California -specified procedures. tlsolated Combustion System (ICS) NATI0,y4� MEETS DOE RESIDENTIAL CONSER- \ti EWC4 KiE"Cp G VATION SERVICES PROGRAM STANDARDS. ama = 9s „l= o '�oso� AS��Soa� Before purchasing this appliance, read lm—portent energy cost and efficiency informa- tion available from your retailer. Duct Flanges (Field Supplied) A82172 GF -7 Filter Retainers (Field Supplied) •F AIR DELIVERY—Ft3/Min (With Filters) Furnace Size Blower Motor HP Speed 14-3/16 11-13/16 20-7/8 ExternalStatic Pressure lec. we 15-1 /8 20-7/8 0.1 0.2 1 0.3 0.4 0.5 0.6 0.7 0.8 04040 75 20-7/8 Ig 950 9 880 840 785 745 660 60 Med-High 940 720 695 665 610 570 495 450 Med-Low 605 575 550 530 490 445 385 350 Low 520 480 450 420 395 340 290 — 024055 1/5 PSC High 1080 1050 970 910 850 780 700 585 Med-High 860 820 780 735 680 610 525 420 Med-Low 780 750 710 670 600 535 455 350 Low 705 675 635 540 540 470 400 — 036055 1/3 PSC High — 1140 1130 1110 1085 1050 990 920 Med-High — 1015 1010 990 975 940 900 840 Med-Low 885 885 880 880 870 850 820 770 Low 805 800 800 790 780 760 735 695 036075 1/3 PSC High 1280 1280 1275 1255 1225 1195 1150 1085 Med-High 1140 1130 1120 1110 1095 1065 1030 980 Med-Low 1010 1000 995 990 975 945 915 870 Low 875 875 870 870 855 840 810 770 048075 1/2 PSC High 1790 1735 1720 1640 1560 1465 1375 — Med-High 1485 1445 1425 1400 1380 1320 1245 — Med-Low 1200 1185 1185 1170 1140 1105 1040 — Low 975 975 980 980 970 935 885 — 048095 1/2 PSC High 1840 1770 1695 1605 1490 1395 1275 1145 Med-High 1570 1515 1470 1420 1365 1300 1200 1090 Med-Low 1310 1290 1260 1225 1180 1115 1025 920 Low 1110 1100 1080 1045 1025 980 905 655 060095 1/2 PSC High — 1940 1920 1890 1845 1785 1725 1645 Med-High — 1410 1425 1420 1410 1375 1295 1210 Med-Low 1195 1215 1225 1230 1210 1155 1115 1055 Low — — 1100 1070 1040 1005 965 935 060115 1/2 PSC High — 2220 2145 2060 1955 1810 1700 1520 Med-High — 2000 1940 1870 1740 1630 1525 1395 Med-Low 1890 1550 1795 1690 1600 1500 1380 1260 Low 1715 1665 1590 1510 1415 1320 1215 1090 Assembled Floor Base Day&Night Air Conditioning BDP Company Indianapolis, IN City of Industry, CA A78558 DIMENSIONAL DATA Furnace Size Plenum Opening* Width Depth Framed Floor Hole Width Depth 14-3/16 11-13/16 20-7/8 13-1/8 22-1/16 17-1/2 15-1 /8 20-7/8 16-7/16 22-1/16 21 18-5/8 20-7/8 19-7/8 22-1/16 24-1/2 22-1/8 20-7/8 23-7/16 22-1/16 With 518A Evaporator Coil Casing 024 11-13/16 20-7/8 13-1/8 22-1/16 030 11-13/16 20-7/8 13-1/8 22-1/16 036 15-1/8 20-7/8 16-7/16 22-1/16 042 18-5/8 20-7/8 19-7/8 22-1/16 048 20-1/8 20-7/8 21-7/16 22-1/16 060 22-1/8 20-7/8 23-7/16 22-1/16 *The plenum should be constructed 1/8 inch smaller in width and depth than the ple- num dimensions shown above. • • SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE • UNIT MUST BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS GF -8 12/85 PRINTED IN U.S.A. a � 3�� 76 NARRATIVE DISCUSSION Butte County Department of Public Works. Building Permit No. 76-90 Dr. Tim Wall Oakvale Avenue Residence on A.P. 68-36-130, SUPPLEMENTAL SUPPORTING ANALYSIS: We were asked by Dr. Wall to provide stability calculations for the walls -supporting the interior garage fill necessary to accommodate the sloping hillside lot. The basic drawings provided by Dr. Wall were not .site specific and envisioned a relatively uniform elevation across the building pad. The 'structural concept that was employed in the February 12, 1990 analysis was a vertical stem wall that was restrained at the garage/slab elevation fixed at the top of the wall and the vertical stem wall also being a restraint by a horizontal resultant on the footing cut into the original ground. Lateral restraint iprovided by the neat cut and friction of the concrete on th \\ground. The analysis also envisions a tempora�y lateral.'restraint being provided to the vertical stem wall of the garage during the time that the internal fill was being placed and compacted. The fill material is to be pea gravel or highway aggregate base compacted into place. The completed fill, provides vertical support for the garage slab and the {imposed wheel loads. Once the vertical stem walls have been placed, the internal fill placed and compacted, the cover slab/garage floor will be placed with lateral restraints to the top of the stem wall. The analysis provides for hinged conditions to exist at the upper and lower limits of the.stem wall. CONCLUSION: The wall section as submitted 2/12/90 is appropriate' for construction and in corporation in the Wall home. CA 90020 3/6/90 heet 1 of 14 A 10 14 14 • .I � - ;�',xs� FNS 1 I F LL- 1-L.00)7- "�� R ti. Jr - i— /1 `A pA�►hr t 2s /xT 3 I . --- C71ZAuvc:h Tt E4� 1 ,•'\ ,� FI x6r� 4-V .. I - --7�L MS A, j oo*t4ac. G-sAR,4C�E EMp �,TFtUT'� {' aNc SLAB4 t4a. uZ1C�i FIBEF ME7+1 24! 4c- a vac. rto ra oo�el, .9 C4 r2 pRIvEWGy q 19INTO GOM GCT�p\Fll.4 { 4WA aGTED - G1ROt� A ;� \GwE11 to . 4RV1D e " BUILDING SECTION � qq--�-f{ `,,. 11II.. ct O �- �E r•� , va A *CALF T-* TAIlh ATTAcWP-- N o.13 0S 2 TlPlcA�rn wn � Exp-3/31/93 • REIr+�NGt 4�'IGoc. �iof=lr. a4 a Wax . vePT. s G1VIL Fkyv, SUBJECT: _ �GcbZD CLIENTS NAME JOB N0. COOK y ' ASSOCIATES 3/G/jrd JOB DESCRIPTION wG~'RRwo CON•ULTAN7E DATE ' EOEO PARK AVENUE OAOVILLA . CALIROP MA 05"S SHEET a OF SHEETS ' T'3cJ�LO/V�q �Ufd✓J 4� - /J G7�urr` ' Gy�Fi.. i,c4 /•GSL. I� ` Z, _ i WT L" 53 _ ►� 13 1 L E ' %ZQ 2Fi-1cT1. • ..... C k - .�c. � �?IvC, �8a�o.�� �8a 3 �Si,r:7 �nc ; opt. / Z 1J Aad- ��7- L / AIA— T3 IT3 tz rte, I J-a S Q,mpfFSS/0,,, C40 oQ. a rn No. 13062 � Exp. 3/31/93 cio- F OF CA1.�F0 . Fr o •5,7 7y�G� i SUBJECT: ' foo z6. CLIENTS NAME ./ JOB NO. COOK y" ASSOCIATES JOB DESCRIPTION `""'N"" CONSULTANT: -DATE 6o6o PARK AV■NU OnOVILLS. CAUPOANIA 66666 SHEET OF SHEETS _ toAp3,Fo �C J2 j-,. Zsi'Zs JNrr 313 /7e3C 313 � 4 ti� M„ - Loc,-r-rn @ O.S-77C D 2 F -r rn = Z Z G 4L 27 1d 73 .RC1 o lA- (� 416 �c�/t,CNnliGct (.Gn cO/�,f 313.' AT -Gf3SS- 4��FESSPAM e p,�,a 03a 0 `o d'rirr o 2"� s5�-(� 72) d T G No. 13062 Exp.3%31/93 - .313 71 C1 F OF CAI.��� nL:217 • 7O6 "y SUBJECT: CLIENTS NAME 96�zo i J08 NO. COOK ASSOCIATES 3, G fi O JOB DESCRIPTION `"GWKRPW40 Co1VwLTANT' --DATE 2080 PARK AV<NUf OAOVl"A . CAUF0X"A DO"S / SHEET OF /�. SHEETS (46 wr CrsJ /Z'm c A s U.2 v FESS/p� ' ' �-fd,��r C�-x--720 . 3 rn No. 13062 � Exp 3/31/93 c7"n /1 ¢ /�s� L6ss Vim.! ZG.CztJ - O e— -NOW---- GGr f.C//u�J YDS Jyuwr� Z�Z/1�G IS o!L �— SUBJECT: �DG Z D CLIENTS NAME JOB NO. COOK ASSOCIATES JOB DESCRIPTION tNowmaawo coNaUITANTa 0000 PARK AVGNUi DATE owovtua,uuWoRMA venae SHEET r OF SHEETS J l� )X6 r1rj 0.14 ONUS RM. (UNFINISHED) X 4 97L/09 - 16 ' Or - 1.w X Le FLR J9T 0 /6' 'SII'11F W25 CLIPS EA 1w I I LDING SECTION 1/4' . I' -m' epIGoc. }1012. FRAMING NOTES TERIOR WALL OPENINGS ( :SEARING WALL OPENINGS 'OIMPOCMJ' U21O ' B r . s Jr 4 97U0.9 /i' 0a LDING SECTION 1/4' . I' -m' epIGoc. }1012. FRAMING NOTES TERIOR WALL OPENINGS ( :SEARING WALL OPENINGS 'OIMPOCMJ' U21O ' x• JOT, HANGER* TYP. 4 X V NOR Jr 4 97U0.9 /i' 0a I q -o . GARAGE I , )E FIREBLOCKING, DRAFTSTOPS ( FIRESTOPS AS E U.D.C. SEC. 2516F. NQ6-5 3'o.c. Er✓ tni 04 POW" pR1v@wAy APT* NO. 7 DOUGLAS FIR -TO AND RAFTERS 4•. GqJ G , 3, PLATES, BLOCKING NO. 3 DOUGLAS FIR LDING SECTION 1/4' . I' -m' epIGoc. }1012. FRAMING NOTES TERIOR WALL OPENINGS ( :SEARING WALL OPENINGS E 4 x 12 HEADERS UNLESS OTHERWISE INDICATED )ING BUILT WITH OS Y STUD* USE 4 X 6 i6 UNLESS OTHERWISE NOTED ON THE PLAN THAT ARE ATTACHED TO FLUSH BEMIS BE HUNG WITH 'SIMPWN' U-710 OR EQUIV. IE DOUBLE JOISTS UNDER ALL PARALLEL IONS OVER )E FIREBLOCKING, DRAFTSTOPS ( FIRESTOPS AS E U.D.C. SEC. 2516F. Z SPECIES, •T6, BEAMS, HEADERS NO. 7 DOUGLAS FIR -TO AND RAFTERS 3, PLATES, BLOCKING NO. 3 DOUGLAS FIR 7GING ETC. 28 STUD GRADE DF. -T ( BEAM DECKING UTILITY GRADE DF. WOOD 6HEATWNG I,i' COX PLY, 32/16 -LAM BEAMS Fb-2400, DRY ADH, 1 SCHEDULE, 'O BILL OR GIRDER 3 -*01 TOE NAIL .NG TO JOIST 2.Od TOE NAIL 'LOOK TO TO GIRDER 2-16d BLIND ( FACE 'L. TO JO16T 16d • 14,1 FACE NAIL .. TO STUDS 2-16d END NAIL O SOLE PL. 4-6d TOE NAIL OR 7-Ibd END NAIL E STUDS Ibd • 1. FACE NAIL E TOP PL. U4d •Ifs' FACE NAIL iIOU6 HEADER (2 MJ USd • 16' EDGE NAIL !T. TO PL. 3 -*d TOE NAIL !T. LAP OVER PL. 3-16d FACE NAIL 1T. TO RAFTER 3-Ibd FACE NAIL Z TO TOP PL. 3-Sd TOE NAIL JP CORNER STUDIO Ibd • 241 FACE NAIL •OD 6UBFLOOR ad • 6' EDGE NAIL Od • to' INTERIOR . 4LL A ROOF SHEATHING Od • 6' EDGE NAIL ad • 12' INTERIOR L. AT INTERSECTIONS 2-16d FACE NAIL' 'LE JOISTS (UP TO 3) Ibd • 15 67AGGER NAIL tE JOISTS (OVER 3) Ih'• BOLT* UVABHERS EA SIDE • 24' O.G. !PACED 644EATHWA 2-Sd FACE NAIL 2714 -(�AT� Ru�NER-'jam EIoLTS s 4' 0•G 2x4 sil'�t•-�,•��/ .ear - �• I' 18 " 7. II Ih Il �bt • ' 15 ' 4Pv6� W w/PrAUJ )fes IX 4971/09 &/6'Or- R-II BATT INSUL MASTER B Li W/o ALM .9i. /i' ' i X 40 CV•! q OF. 7 X 4 9 7L/O9 0 A6. O.0 . R-11 BATT INOUL. 0 T FAMILY BATH M TFJSes a IW OO I' PLAN ' Q%(o 5M11Ds U�� Q� jG•oi�DtL° B BUILDING SECTI BGALE . 1/4' . -m' YWI oNu, y4,. 12''a To.I i R-30 BLOU04- VEPT, �4 TEN 111/ 09) I6c 17 ' )x/s (417 X Al /FA.SrE711 TOl,FAAFN #I AOL 7•) 9 rA00. RE 0 )X497LG R-11 BA• DINING S/ T, IL nosh. HAI, 11 �• I' 18 " 7. II Ih Il �bt • ' 15 ' 4Pv6� W w/PrAUJ )fes IX 4971/09 &/6'Or- R-II BATT INSUL MASTER B Li W/o ALM .9i. /i' ' i X 40 CV•! q OF. 7 X 4 9 7L/O9 0 A6. O.0 . R-11 BATT INOUL. 0 T FAMILY BATH M TFJSes a IW OO I' PLAN ' Q%(o 5M11Ds U�� Q� jG•oi�DtL° B BUILDING SECTI BGALE . 1/4' . -m' YWI oNu, y4,. 12''a To.I i R-30 BLOU04- VEPT, �4 TEN 111/ 09) I6c 17 ' )x/s (417 X Al /FA.SrE711 TOl,FAAFN #I AOL 7•) 9 rA00. RE 0 )X497LG R-11 BA• DINING S/ T, IL nosh. Table 2. Resisting Moments of Rectangular Sections 1 Ft. Wide (Slabs) Kdt Values of 000 o� Enter table with known M or NE (ft.kipa) As Select effective depth (d: in.) le and d: Effective depth nd le 254. 3 3 y 2 12% 13 1 3Sh 1 4 1 4S4 1 5 1 5% 1 6 16% 17 1 7yi 18 1 01 19 110 111 112 n 700 0.4 0.75'1.08 1.47 1.92 2.4 3. 3. 4.3 5.1 5.9 6. 7. 8.7 9.7 12.914. 17.3 2000 750 0. 0.83 1.2 1.63 2.1 2. 3.3 4. 4. 5. 6. 7. S. 9. 10.8 13.3 16.1 19,2 10, 600 0.5 0.9 1.3 1.80 2.3 3. 3. 4. 5.3 6. 7. 8.3 9. 10. 11.9 14. 17.8 21.2 8. 9. 900 0.7 1.09 1.58 2.1 2.8 3. 4.4 5.3 6.3 7. 8. 9.8 11. 12. 14. 17. 21. 25.2 15 1000 0.91 1.2 1.83 2.49 3.2 4.1 5.1 6.1 7.3 8. 9.9 11. 13. 14, 16. 20.3 24. 29.2 6. 1200 1.0 0.60 1: 0. 2.3 1.3 3.21 1.8 4.19 5.3 2.40 3. 6. 3. 7.9 4. 9.4 5. 11.1 12. 14. 6. 7. 8. 16. 9. 18.9 10. 21. 26. 31. 12. 15. 18. 37.7 21.6 6. 875 2500 950 0. t. 1.53 2.08 2.7 3. 4. 5.1 6.1 7. 8. 9.6 10.9 12.3 13. 17.0 20. 24.5 3. 1000 0.7 1.15 1.6 2.2 2.9 3. 4. 5. 6. 7. 9. 10. 11, 13.3 14,9 18.4 22.3 26.5 0.9 1.3 1.8 1125 0.8 1.36 1,9 2.6 3.4 4.4 5. 6. 7. 9. 10. 12. 14. 15. 17. 21. 26. 31,4 12 1250 1. t.59 2.29 3.11 4.0 5.1 6.3 7. 9.1 10. 12. 14. 16. 18. 20.6 25. 30. 36.6 1500 1.31 0. 2. 1.13 2.9 1.6 4.01 2.21 5.23 6. 2.8 3.6 8. 4. 9.9 5.4 11. 6. 13. 16. 18. 7: 8. 10.1 20.9 11. 23. 13. 26. 32. 39. 14. 18. 21. 47.1 25.9 23_ 1050 3000 1125 0.8 1.2 1.8 2.45 3.2 4.1 5.0 6.1 7. 8. 9. 11.3 12, 14. 16. 20.0 24. 28.8 27. 36. 1200 0. 1. 1.99 2.71 3. 4. 5. 6. 8. 9.3 10. 12.4 14.1 16. 17.9 22.1 26. 31.8 13. 1350 1.0 t. 2,3 3.21 4.19 5.3 6. 7:9 9. 11.1 12. 14, 16.8 18.9 21.2 26. 31, 37.7_ 10 1500 1. 1.91 2.7 3.74 4.8 6. 7.6 9. 11.0 12.9 14.9 17. 19. 22. 24. 30. 36-.9-43.9 7.1 8. S. 10. 1800 1.5 2.4 1,39 3.53 2.01 4.80 2.73 6.2 7. 3.5 4. 9.8 5. 11.9 6.8 14.1 8. 16.6 19. 22.1 9. 10. 12. 25.1 14. 28.3 16.1 31. 39. 47. 18.1 22.3 27. 56.4 32.1 8: 130010.8 T. 1400 1. 1. 2.2 3.0 3.9 5. 6. 7. 9. 10. 12. 14.0 15. 18. 20. 24. 30.1 35:9 3750 1500 1.10 1.73 2.4 3.38 4.4 5. 6.9 8. 9. 11. 13. 15. 17. 19.9 22.4 27. 33.4 39.7_ 3.1 4. 3. 4. 1700 1. 2.0 2.9 4.05 5.30 6. 8.3 10.0 11.9 14. 16. 18. 21. 23. 26. 33.1 40.1 47.7 8 1875 1.5 2. 3.43 4.6 6.10 7. 9. 11. 13. 16.1 18. 21.4 24, 27. 30.9 38.1 46.1 54.9 8 2250 1.9 3.06 4.41 6.0 7.84 9.9 12.3 14. 17.6 20. 24.0 27.6 31. 35.4 39. 49. 59. 70.6 42.9 700 0.4 0.71 1.0 1.38'1.81 7.1 9.1 2.3 2. 3. 4.1 4.8 5. 6. 7. 8. 9. 11. 13. 16.3 750 0. 0.79 1.13 1.5412.0 7. 9.6 2. 3. 3. 4. 5.3 6. 7.1 8.1 9.1 10. 12. 15. 18.1 12000 800 0.5 0.8 1.2 1.7 2.22 2. 3. 4. 5. 5.9 6. 7. 8. 10. 11. 13.9 16. 20.0 16.6 900 0. 1. 1.49 2.02 2.6 3. 4.1 5.0 5.9 7. 8.1 9. 10. 11. 13. 16. 20. 23.8 15 1000 0. 1.21 1.7 2.36 3.09 3. 4. 5. 6.9 8. 9. 10. 12. 13. 15. 19. 23. 27.8 6. 1200 1. 0.5 1. 0. 2.2 1.2 3.06 1.73 4.0 2.2 5.1 2. 6.3 3. 7.6 4.3 9.0 5.1 10.6 6. 12. 6. 14.1 7. 16. 9. 18.1 10. 20. 11. 25. 14.1 17.20.3 30.137.4 36.0 9,1 10.1 875 2500 950 0.6 1.01 1.4 1.9 2.58 3.3 4. 4. 5. '6. 7. 9.1 10. 11. 13. 16.1 19.23.2 1200 1000 0.69 1. 1.5 2.12 2.7 3. 4.3 5. 6. 7.3 S. 9. 11.1 12. 14. 17.3 20.24.9 0.50 0.58 0.7 0.9 1125. 0.8 1. 1.8 2.5 3.31 4.2-5. 6. 7.1 6. 7. 8. 10.1 11.6 13. 15. 16.8 20. 25.29.8 1.4 12 1250 0.9 1.51 2.1 2.9 3.8 4:9 6, 7.3 8. 10. 11. 13.6 15. 17. 19. 24.1 29.34.7 2.9 3. 3. 4. 4. 5. 1500 1'.2 0.6 1. 1. 2.81 1.5 3.8 2.0 4.9 2.7 6. 3. 7. 4. 9. 5.1 11. 6.1 13. 7.1 15. 8. 17. 9. 20. 10. 22. 12. 25.3 13. 31. 16.9 37.44.9 20.24.3 8. 10.3 1050 3000 1125 0.7 1.1 1.7 2.3 3.0 3. 4. 5. 6. '8. 9. 10. 12.1 13. 15.3 18.9 22.27.2 8. I 1200 0. 1. 1.6 2.5 3.3 4. 5. 6. 7. 8. 10. 11. 13. 15. 16. 20. 25,30.0 12. 13. 13, 15.1 1350 0. 1.5 2.2 3.0 3.97 5. 6. 7. 8. 10. 12. 14. 15. 17. 20.1 24.8 30.35.7 22. 27.1 32.3 10 1500 1.1 1.81 2.6 3.54 4.6 5.9 7. 8. 10. 12. 14. 16. 18. 20. 23. 28.9 35.41.6 1300 1400 1800 1. 0.8 2.34 1.31 3.38 1.88 4.59 2.56 6.0 3.34 7. 4. 9.4 5. 11.3 6.3 13. 7. 15. 8. 18. 10. 21.1 11. 24. 13. 27.1 15.1 30, 16.9 37. 20. 45.54.0 25.30.1 ' 1.4 1300 3750 1400 0.9 1.4 2.11 2.87 3.74 4. 5.9 7.1 8.4 9. 11. 13. 15. 16. 19.0 23. 28.33.7 4.5 5.2 5. 7.1 6. 8. 1500 1. 1.63 2.34 3.19 4.16 5.3 6. 7.9 9. 11. 12. 14.6 126:6,121:1,2215.1 3.8 5.2 26. 31. 13. 15. 1700 1.2 i. 2.8 3.83 5.01 6.3 7.8 9. 11.3 13. 15.3 17. 0 2 .4 31.3 37.9 45.1 8 1875 1.4 2. 3.26 4.43 5.79 7.3 9.1 11. 13. 15. 17. 20.4 23. 26. 29.3 36. 43. 52.1 16.1 18. 19. 22. 2250 1. 0.8 2.93 1.39 4.22 2.0 5.75 2.7 7.5 3.5 9. 4. 11. 5.6 14. 6. 16. 8. 19. 9.4 23.0 10.9 26. 12. 30. 14. 33. 16. 38. 1B. 46. 22, 56. 26. 67.6 32.0 37.3 1500 5000 1750 1.1 1.7 2.5 3.45 4.51 5. 7.1 8. 10. 11.9 13. 15. 18. 20. 22. 28. 34.1 40.6 2000 1.3 2.1 3.1 4.25 5.5 7.0 8.7 10. 12. 14. 17. 19. 22. 25.1 28.1 34. 42. 50.0 2250 1.6 2. 3.7 5.07 6.6 8.4 10.4 12. 14.9 17. 20.3 23.3 26. 29. 33. 41. 50.1 59.6 6 2500 1.93 3.01 4,3 5.9 7.7 9.8 12.1 14. 17.4 20. 23.6 27.1 30.8 34. 39.0 48.2 58.3 69.4 3000 2. 3.91 5.6 7.66 10.0 12. 15.6 18.9 22.5 26.4 30.6 35. 40. 45. 50. 62.5 75.6 90.0 Table 2. (continued) FEW J'e Effective depth le and I /c 2 254. 3 3 y 4 4S4 5 5% 6 6S4 7 7S4 I 8" n Byi 9 10 11 112 2000 700 '750 0.4 0.4 0.67 0.9 1.31 0.7 1.0 1.4 1.71 2. 1. 2. 2. 3. 3. 3. 3.9 4.3 4. 5. 5. 6. 6.8 7, 8. 10, 12.9 15.4 800 0.5 0.8 1.1 1. 2.1 2, 3.3 4. 4. 5. 5. 6. 6, 7. 7. 8.4 8. 9. 9. 10. 11. 13.1 14.4117 15.9 .1 18.9 00 D.03 0.9 .1,41 1.9 2.51 3. _3. 4. 5. 6. ,7. 8. ,10. 11.3 12. 15.7 19. 22.6. 15 1000 0.74 1.1 1.6 2.2 2. 3. 4. 5. 6. 7. 9. 10. 11. 13.3 14. 18. 22.3 26.5 1200 0.9 1.4 2.1 2.93 3.8 4.8 6. 7. 8. 10.1 11.7 13. 15. 17.3 19. 23. 28,9 34.4 875 0.5 0.8 1.2 1,6 2.1 2._ 3. 4. 4. 5. 6. 7. 8. 9.6 10. 13.3 16.1 19.2 2500 950 0.61 0.9 1.3 1.8 2.4 3.1 3. 4. 5. 6.4 7. 8. 9. 11. 12. 15. 18. 21,9 1000 112@ 0.66 0.7 1.03 1.4 2.01 1.2 1.7 2: 2.6 3. 3.1 4. 4.1 5. 5.9 6.9 B. 9. 10. 11.8 13.3 16.4 19. 23.6 32. 1250 0.9 1.'44 2:0 2:8 _ 3.6 4:3 _4. 549-7 .1 8. 9. Tf: 11 . _12. f2 i4 14.2 f6.� _15 f6. 19 23_ .28,.2. _ 1500 1.2 1.8 2.69 3.6 4.7 6.1 7. 9. 10. 12. 14. 16. 19.1 21.6 24. 23. 29,9 27. 36. 33.1 43.1 1050 0.6 1.0 1,44 1.96 2. 3. 4. 4. 5. 6. 7.8 9. 10. 11. 13. 16. 19. 23.0 3000 1125 0.71 1.11 1.6 2.1 2.8 3. 4. 5. 6. 7. 8. 10. 11. 12.9 14. 17, 21.5� 25.6 20,000 1200 1350 0.7 0.9 1.2 1. 2.41 1.4 2.1 2.89 3.1 4.0 3.7 4. 4. 5. 6. 7.1 7.1 8. S. 10. 9. 11.1 12. 14. 16. 19. 23.8 - 28.4 10 1500 1:1 1.7 '2.4 3.3 .4 `5. '"6: 8: "9:9 T. 11.6 T. 13. 15.1 17 17.1 19.1 23 281. 1800 1.4 2.2 3.2 4.4 5.7 7. 9. 10. 12. 15. 17, 20, 23. 25. 29.1 35. 43. 31917 51,7 3750 1300 1400 0.7 0.8 1.2 1. 2.41 1.3 1,9 2.71 3.1 4. 3. 4. 4.9 5. 6. 6. 7.1 8. 8. 9. 9. 11.1 12. 14. 16. 19. 23. 28.4 1500 0.9 1. 2.21 3.01 3.9 5. 6. 7. 8.9 10. 10. 12.1 12. 14,1 13. 15. 16. 17. 17.9 19. 22.1 24. 26. 29. 31.8 35.4 8 1700 1875 1.19 1.3 1.8 2.6 3.6 2:1 3.11 4.23 4. 6. 5.5 7. 7. 8. 9. 10.4 10. 12.4 12. 14. 14. 16. 16. 19.1 21. 24.1 29. 36.1 42.9 2250 1. 2.81 4.0 5. 7.1 9.1 11. 13. 16. 19. 22, 19. 22.1 25. 28.7 24.9 32. 27.9 36. 34. 44.9 41. 54.3 49.7 64.7 5000 1500 1750 0.84 1.0 1.31 1.8 2.5 1,6 2,3 3.2 3.3 4. 4.2 5. 5. 6. 6.3 8. 7. 9.6 8. 11. 10. 11. 13. 15.1 16.9 20.9 25. 30,1 2000 1.31 2.0 2.9 4.02 5.2 6. 8. 9. 11. 13.9 13. 16.1 15. 17. 18. 21. 19. 23. 21, 26. 26, 32. 32. 39. 38.3 47.2 6 2250 2500 1.5 1.8 2.4 3. 4.81 2.8 4.1 5.6 6.2 8. 7.3 9. 9.8 11. 11.914.1 13. 16.6 16. 19.4 19. 22. 22.1 25. 25. 28, 31. 39. 47. 56.6 3000 2.4 3.7 5.39 7.3 9. 12.1 15. 18.1 21.6125. 29. 29. 33. 38. 33. 43.3 37.3 48. 46. 59.9 55. 72. 66.2 86.3 2000 700 750 0.4 0.4 0.6 0.7 0.91 1.01 1.2 1.3 1.6 1.79 2. 2. 2.3 2. 3.1 3. 3: 4. 4. 4. 4.9 5. 5. 6. 7. 8. 10.1 12, 14.5 800 0.5 0.7 1,1 1.5 2. 2. 3.1 3. 4. 5. 6.1 6. 7. 7. 8. 8,1 9. 9,1 10.1 11. 13. 16.1 12.5 15.1 18.0 15 900 1000 0.6 0.7 0.9 1.0 1.3 1.5 1.83 2.14 2.3 2. 3. 3. 3. 4. 4. 5.3 5. 6.3 6. 7. 7:3 8. 8. 9. 10. 12.1 14.9 18. 21.5 1200 0.9 1.4 2.0 2.8 3.6 4. 5. 7.0 8.3 9. 11. 9. 12. 11. 14. 12.6 16. 1'4. 18,6 17. 21. 25.2 23. 27. 33.1 2500 875 950 0.50 0.58 0.7 0.9 1.1 1.3 1.5 1.7 2. 2.3 2. 3. 2. 3. 3. 4.4 4. 5. 5. 6.1 6. 7.1 7.1 8.1 9.1 10. 12. 15. 18.1 1000 0.6 0.9 1.4 1.91 2. 3. 3. 4. 5. 6. 7, 8.1 8, 9. 10. 10. 11.3 11, 12. 14. 17. 20.7 15. 18,9 22,5 12 1125 1250 0.7 0.88 1.1 1,3 1.6 1.9 2.219 2.6 2.9 3. 3. 4. 4. 5. 5. 6. 6. 7.9 7.9 9. 9. 10. 12. 13. 15.1 18. 22. 26.9 1500 1.1 1.79 2.5 3.5 4.59 5. 7. 8. 10.3 12.1 10. 14.1 12. 16.1 14. 18.4 15. 20, 17. 23. 21.9 26. 31.5 28. 34. 41.3 3000 1050 1125 0.60 0.6 0.9 1.0 1.3 1.5 1,8 2.0 2.4 2.7 3,1 3. 3. 4. 4. 5.1 5. 6.1 6. 7.1 7, 8.3 8. 9. 10.9 12. 15.1 18. 21.7 000 1200 0.7 1.1 1.6 2.4 2.9 3. 4. 5. 6. 7.9 9. 9. 10. 10. 12. 12. 13. 13, 15.1 16. 20. 24.3 18. 22. 26:9 10 1350 1500 0.9 1.0 1.4 1.6 2.0 2.3 2.7 3. 3. 4.21 4. 5.6 5. 6. 6. 8. 8.1 9. 9. 11,1 11. 12. 14. 16. 18.1 22. 27.1 32.3 1800 1.3 2.1 3.1 4.21 5. 7. S. 10. 12, 14, 12. 16. 14. 19. 16. 22, 19. 24.9 21.3 27. 26, 31. 37.9 34. 41. 49.5 3750 1300 1400 0.7 0.8 1.1 1.31 1.6 1.8 2.2 2.5 2.9 3.3 3. 4. 4. 5. 5. 6. 6. 7. 7. 9.1 10. 11, 13. 15.1 18. 22. 26.8 1500 0.9 1.4 2.11 2.8 3.7 4. 5.9 7.1 8.4 8. 9.9 10. 11. it. 13. 13. 15. 15.1 16.9 16.9 19. 20. 25. 30.1 23. 28. 33.7 8 1700 1875 1.13 1.31 1.7 2.0 2.5 2.9 3.4 4.0 4.5 5.2 5. 7.1 6. 8. 8. 9. 11 11.8 12.0 13.9 13.9 16.1 15. 18.1 20. 22.9 28.3 34. 40.8 2250 1.7 2.69 3.8 5.2 6.8 8. 10. 13. 15. 18. 21,1 18. 24. 21. 27. 23. 31.1 26. 34. 32. 39. 47.2 43. 52. 61.9 5000 1500 0.78 1.011.5 1.2 1.7 2.2 2.4 .3.1 3.0 4.0 4. 5. 5.1 6, 5. 7. 7.1 9.1 8.3 10. 9. 11, 12. 14. 15.9 19. 23. 28.2 2000 2 1.2 1.9 2.8 3.81 4.9 6. 7.8 9. 11. 13.1 15.2 12. 14. 17. 16.1 18. 19. 22. 20. 25. 31.1 25. 30. 36.3 37. 8 2250 2500 1,49 1.7 2.3 2.7 3.3 3.9 4.57 5.3 5.9 7.01 7. 9.3 S. il. 11.3 13.4 13. 15.8,1-8 15., '1;8:3 5:21', 21 '24. '23,9 X28:° 26.9 30.2 37.3 44.8 45.1 53.7 3000 2.3 3.59 5.1 7.0 9.1 11. 14. 17.4 20 i,.24r3'28-.1.32. 31. 36. '4,1. 35.5 46. 43.8 57. 53.0 63.1 sa.. a9 7 FEW Table J. Areas and Perimeters of tsars in bections 1 1-1. Wide (Slabs) 42 bd2 b Areas As (or A's) given in bold type (top) in sq.in. select b and d (in.) (b) Enter table with known value of b and d; compute resisting moment in concrete: K X F As (ft.kips) a b: Width of compressive area Perimeters Eo, given in light type (bottom) in in. 1 5 1 6 7 1714 1 8 1 9 Enter table with values of As (or A's) and lo - to (V : Ib.; d : in.; u : pal) 1 13 1 15 1 17 1 19 121 123 125 130 13 5 � dudu .O1 .013 .01 .O1 .017 .019 Coefficients a inserted in table are for use In As e or Asa dg .02 .031 .03 .04 .044 .04 .052 .063. C 5% .010 ad .01 .018 .019 .0 .023 .024 1pac- /2 /3 /4 15 /6 /7 /8 /9 •110 111 plac- 2 0.30 0.66 1.20 1.86 2.64 .024.027 .029 .030 .035 2 .039 4.7 7.1 9.4 11.8 14.2 .075 .09 .1 6 S4 .014 .01 .021 2 y 0.27 0.69 1.07 1.65 2.35 3.20 .04 .04 .053. 2 yi .074 4.2' 6.3 8.4 10.5 12.6 14.7 .02 .029 .031 .03 .0 214 0.24 0.53 0.96 1.49 2.11 2.88 3.79 .086 .094 .10 2 y 7% 3.8 5.7 7.5 9.4 11.3 13.2 15.1 .045 .04 .0 .056 2 0.22 0.48 0.87 1.35 1.92 2.62 3.45 8 .021 .02 2 % .037 3.4 5.1 6.9 8.6 10.3 12.0 13.7 .069. .091 .101 3 0.20 0.14 0.80 1.24 1.76 2.40 3.16 4.00 .0 3 .057 3.1 4.7 6.3 7.8 9.4 11.0 12.6 14.2 .13 .151 11 3%' 0.18 0.41 0.74 1.14 1.62 2.22 2.92 3.69 .06 •078 315 .088 2.9 4.4 5.8 7.2 8.7 10.2 11.6 13.1 .030 .038 .04 3 0.17 0.38 0.69• 1.06 1.51 2.06 2.71 3.43 4.36 .1 3 .158 2.7 4.0 5.4 6.7 8.1 9.4 10.8 12.2 13.7 .067 .075 3'. 0.16 0.35 0.64 0.99 1.41 1.92 2.63 3.20 4.06 4.99 33. 10% 2.5 3.8 5.0 6.3 7.5 8.8 10.0 11.3 12.8 14.2 .110 4 0.15 0.33 0.60 0.93 1.32 1.80 2.37 3.00 3.81, 4.68 4 .071 2.4 3.5 4.7 5.9 7.1 8.3 9.4 10.6 12.0 13.3 .192 4% 0.14 0.31 0.56 0.88 1.24 1.69 2.23 2.82 3.59 4.40 45. :105 2.2 3.3 4.4 5.5 6.7 7.8 8.9 10.0 11.3 12.5 .331 .3 4 1 0.13 I 029 0.53 0.83 1.17 1.60 2.11 2.67 3.39 4.16 4 :156 2.1 3.1 4.2 5.2 6.3 7.3 8.4 9.5 10.6 .11 .8 .078 4% 0.13 0.28 0.51 0.78 1.11 1.52 2.00 2.53 3.21 3.94 4 .273 2.0 3.0 4.0 5.0 6.0 6.9 7.9 8.9 ' 10.1 11.2 5 0.12 0.26 0.48 0.74 1.06 ' 1.44 1.90 ! 2.40 3.05 3.74 5 13% 1.9 2.8 3.8 4.7. 5.7 6.6 7.5 8.5 9.6 10.6 .182 5Y 0.11- 0.25 0.46• 0.71 1.01 1.37 1.81 2.29 2.90 3.57 5% .11 1.8 2.7 3.6' 4.5 5.4 6.3 7.2 8.1 9.1 10.1 .310 5 0.11 0.2d 0.44 0.68 0.96 1.31 1.72 2.18 2.77 3.40 531 .166 1.7 2.6 3.4 4.3 5.1 6.0 1 6.9 7.7 1 8.7 9.7 .52 .6 SY, 0.10 0.23 0.42 0.65 0.92 1.25 1.65 2.09 2.65 3.26 5% .24 1.6 2.5 3.3 4.1 4.9 5.7 6.6 7,4 8.3 9.2 .120 6 0.10 0.22• 0.40. 0.62 .0.88 1.20 1.58 2.00. 2.54 3.12 6 .421 1.6 2.4 3.1 3.9' 4.7 5.5 6.3 7.1 8.0 8.9 .192 6% 0.09 0.20 0.37 0.67- 0.81 1.11 1.46. 1.85 2.35 2.88 6 � 16 Si 1.4 2.2 2.9 3.6 4.4 5.1 5.8 6.5 7.4 8.2 .272 7 0.09 0.19 0.34 0.53. 0.76 1.03 1.35 1.71 2.18 2.67 7 .169 1.3 2.0 2.7 3.4 4.0 4.7 5.4 6.1 6.8 7.6 ' 7% 0.08 0.18 0.32 0.50 0.70 0.96 1.26 1.60 2.03_ 2.50 7 .242 1.3 1.9 2.5 3.1 3.8 4.4 5.0 5.7 6.4 7.1 . 8 0.08. 0.17 O.30,µ,• 0.47 0.66 0.90 1.19 1.60 1.91 2.34 .324 .351 1.2 1.8 2.4 2.9 3.5 4.1 4.7 '. 5.3 6.0 6.6 8 8% 0.07 0.16 0.28. 0.44 0.62 0.85 1.12 _ 1.41 1.79 2.20 8 .599 1.1 1.7 2.2 2.8 3.3 3.9 • 4.4 5.0 5.6 6.2 .271 9. 0 T 0.15 0.27 0.41 0.69 0.80 , 1.05 1.33 9 2.08 9 20 1.0 1,6 2.1 2:6 3.1 3.7 4.2 4.7 ,333.3831.400.433. 5.9 914 0.06: 0.14 0.25 0.39. 0.56 0.76 1.00 1.26 0 1.97 .221 .25 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 .551 5.6 9 10 0.06 0.13 0.24 0.37 ' 0.53.- 0.72 0.95 1.20 2 1.8T .363 .383 0.9 1.4 1.9 2.4 2.8 3.3 3.8 4.3 5.3 10 tOS4 0.06 '0.1 0.23 0.35 0.60 0.69. 0.90 1.14 5 1.78 1054 0.9 1.3 1.8'. 2.2 2.7 3.1 3.6 4.0 5.1 11 0.05 0.12 0.22 0.34 0.48 0.65 0.86 .0 T4.O4.4 1.70 0.91 1.01 0.9 1.3 1.7 2.2 2.6 3.0 3.4 3.9 .391 4.8 11 1154 le 0.21 0.3 0.46 0.63 0.82 1.04 1.63 1154 a - X j 1.6 2.0 2.5 2.9 3.3 3.7 .50 4.6 .563 12 12,000 .732 0.20. 0.31' ' 0.,Q 0.60., 0.79 1.00 1.56 12 �° 1 a 1.6•' 2.0 2.4 2.8 . 3.1 3.5 .729 4.4 0.91 1.031.151.281. 0.18 0.29 0.41 0.55 0.7 0.9 1.4413 13 .523 8,000 0.53 1.4 1.8 2.2 2.5/ 2.9 3.3 1.241, 4.1 14 10.000 0.68 0.1T 0.27 0.38 0.61 0.68 0.86 1.34 .701 .806 12,000 0.83 1.3 1.7 2.0 2.4 2.7 3.0 3.4 3.8 14 15 14,000 0.98 0.16 0.25 0.35 0.48. 0.63 •0.80 1.02 1.26 16,000 1.13 1.3 1.6 1.9 2.2 2.5 2.8 3.2 3.5 15 16 18,000 1.29 0.15. 0.23 0.33 0.45 0.69 0.75 0.95 1.1 20,000 1.44 1.2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 i6 17 22,000 1.60 0.14 0.22 0.31 0.42 0.56 0.71 0.90 1.1 24,000 1.76 1.1 1.4 1.7 1.9 2.2 2.5 2.8 3.1 17 18 27,000 2.00 0.13 0.21 0.29 0.40 0.53 .0.67 0.85 1.04 18 .726 30,000 2.24 1.0 1.3 1.6 1.8 2.1 2.4 2.7 3.0 2.09 42 bd2 b Values of F = 1-- 12,000 r ' M NE (a) Enter table with known value of F R or K (M or NE in ft.kips; K from Tables 1 or 8); select b and d (in.) (b) Enter table with known value of b and d; compute resisting moment in concrete: K X F As (ft.kips) a b: Width of compressive area 4 1 5 1 6 7 1714 1 8 1 9 19541 to 11141 12 1 13 1 15 1 17 1 19 121 123 125 130 13 5 .00 .O1 .013 .01 .O1 .017 .019 .020 .021 .024 .02 .02 .031 .03 .04 .044 .04 .052 .063. C 5% .010 .01 .01 .018 .019 .0 .023 .024 .02 .029 .03 .033 .0 .043 .048 .053 .051 .063 .07 . C 6 .01 .01 .018 .021 .023 .024.027 .029 .030 .035 .03 .039 .04 .051 .05 .063 .069 .075 .09 .1 6 S4 .014 .01 .021 .02 .02 .028.0 ' 3 .033 .03 .040 .04 .04 .053. .06 .074 .081 .088 .106 .1'. 7 .016 .02 .02 .029 .031 .03 .0 .039 .041 .04 .049 .053 .061 .06 .07 .086 .094 .10 .123 .1 7% .019.02 .02 .033.0 .038 .042 .045 .04 .0 .056 .061 .070. .08 .098.10 .11 .141 .1 8 .021 .02 .03 .037 .04 .043 .048 .051 .053 .061 .064 .069. .091 .101 ,112 .123 .133 .16 .1' 8 S4' .; .02 .03 .036.042.04 .0 .054 .057 .06 .069 .072 .07 .102 .11 .126 .13 .151 ,181 .2 9 .02 .03 .041 .04 .051 .0 .061 .064 .06 •078 .081 .088 .101 .11 .12 .142 .15 .169 .20 .2 9% .030 .038 .04 .053 .05 .0 .068 .071 .07 .087 .090'098. .11 .1 .14 .158 .17 •188 .226 .2 10 .033 .04 .050 .058 .063 .067 .075 .079 .083 .0 .100 .108 ,12 .14 .158 .17 .19 .208 .2 .3 10% .037 .04 .05 .06 .069 .07 .083 .087 .09 .1 .110 .119 .1 ,156 .17 .193 .211 .230 .27 .3 11 .04 .050 .061 .071 .07 .081 .091 .096 .101 .116 .121 .131 .151 .171 .192 .21 .23 .25 .30 .3 11 S4 .04 .05 .066 .07 .083 .088 .099 :105 .11 .12 .132 .143 .165 .18 .209 .231 .253 .276 .331 .3 12 .048 .060 .072 .084 .090.096 .108 .114 .1 .13 . j.44 :156 .1 .204 .22 .252 .276.300 .3 .4 12 S4. 052 .O6 .078 .091 .09 .10 .11 .124 .130 .150 .156 .169.19 :721 , 24 .273 .299 .326 .391 .4 1e .056.07 .085099.:114 10 .113.12 .134.141 .16 .169 .183 .211 ,239.2 .296.32 .352.4 .5 13% .061 .076 .091 .10 .11 .1 .137 .144 .15 .175 .182 .197 .228 .2 .289 .319 .34 .380 .456 .5 14 .065 .082 .09 .11 .1 131 .147 .15 .163 .188 .196 .21 .245 .278 .310 .343 .376 .40 .49 .5 14 S4 .070 .08 .10 .123 .131 .1 .158 .166 .17 .201 .210 .228 .263 .29 .333 .368 .403 .438 .52 .6 15 .075.094 .113 .131 .141 .1 .169 .178 .18 .216 .22 .24 .281 .319 .356 .394 .431 .469 .563 .6 15% .080 .1 .120 .140 .1 .1 .180 .190 .200 .23 .240 .260 .3 .340 .38 .421 .461 .50 .601 .7 16 .085 .10 .12 .149 .1 .171 .192 .203 .213 .245 .256 .27 .3 .363 .405 .448 .491 .533 .640 .7 16 Si .091 .11 .13 .159 .17 :182 .2 .216 .22 .261 .272 .29 .3 .431 .476 .5 .568 .681 .8 17 .120 .145 .169 .181 .193 .21 .229 .241 .27 .289 .313 .361 .409 .458 .506 .554 .602 .723,0. 17% .12 .153 .179 .191. .23 .242 .25 .29 .306 .33 .434 .485 .536 .58 .638766'0. . 18 .13 .162 .189 .203 .21 .243 .25 .270 .311 .324 .351 .405 .459 .513 .567 .621 .675 .810`0. 18% .143 .171 .2 .21 .228 .257 .271 .28 32 .342 .371 .42 .4 .542 .599 .656 .713 .8561. 19 .180.211. .241 .271 .286 .301 .346.3 .391 .451 .511 .57 .6321.69210.75 0.90.11. 20 .23 .250.26 .3 .31 ,333.3831.400.433. .56..633.700,.76710.831.001. 21 .221 .25 .27 .294 .331 .349 .368 .423 .441 .47 .551 .62 .698 .7721.8410.92 10.1. 22 .24 .28 .3 .323 .363 .383 .403 .46 .484 .52 .605 .686 .766 .8471.92 1.01 1.21 1. 23 .309 .331 .353 .39 .419.441 .50 .529.57 .661.74 0.840.9311.011.101.3211.. 24 .33 .36 .38 .432 .456 .48 .55 .576 .624 .7 .816 0.91 1.01 1.10 1.201.441.' 25 .36 .391 .41 .469 .495 .521 .599 .625 .6 .781 .885 0.991.091.20 1.301.56j1.1 26 .39 .4 .451 .50 .535 .563 .648 .67 .732 .845 .9581.0711.18 1.3 1.41 1.692 .1 27 .4 .486 .54 .577 .608 .699 .729 .790 0.91 1.031.151.281. 401.521 8212.' 28 .490 .523 .:588 .621 .653 .751 .784 .849 0.981.11 1.241, 371.501.631.96 29 .5 .561 .631 .666 .701 .806 .841 .911 1.0511.191.331 .471.61 1.75 2.1 d2.: 30 .56 .67 .712 .750 .86 .900 .9751.131.281.431.581.7 1.8812.2512. ; 801 0.9 0.961.041.21.3 1.5 1 31 .641 .721 .761 .8010.9' .681.84 2.00 2.4 .1 32 .68 .768.811 .853 0.981.021.11 1.2&1 .4 1.6 1.791.96 2.13 2,563. 33 .726 .817.862 .9081.041.091.181*43611.64 '1.541.7 1.91 2.09 2.2712.7213.' 34 .771 .86 .915 .9631.11 1.161.2 1.4 1.641.83 2.02 .22 2:41 2.893., .36 0.9 1.03 1.081.24 1.301.4 1. 1.8 2.0 2.27 .482.703.2413.E 38 1.081.141.2 1.3 1.441. 1.812.0 2.29 2.53 2.77 3.01 3.60114.: 40 �- 1.2011.271.3 1.531.601.73 2. 2. 2.53 2.80 3.0 .334.0 4. f 42 -" i , - 1.3 1.401.471.691.761.91 2.212. 2.79 3.09 .3 3.68 4.41 5.2 4 � �,: itv} �' `; fig/ +� 1.531.61 1.8 1.94 2.10 2.4 2.74 3.0 3.39 3.71 4.03 4.8415.8 . • 1.671.76 1.821, 92 2.03 2.21 2.12 2.30 2.29 2. 2.64 2.983.263.654.03 3. 3.3 3.70 4. 4.4 4.41 4.80 5.2916.3 5.766.9 r"/� IC '`4%` '� i 1.982.0 2.402.502.713.1 3. 3. 4.384.795.216.2517.5 60-/ ft ;^� Jte C `t p 1. 2.252.5912.702.933.383.834,2 4.735.1 5.636.768.1 '1+ ((6 2.432.792.923.163. 4.1 4.6 5.115.5 6.087.2918.7 -7 -•'i' "n Lt 2.613.0113.173.403. 2.80 3.2313.39 3.64 4.214. 4.444.975.496.016.547.849.4 5. 5.89 6.4 7.01 8.4110. '� X 3.45 3.603. 5.1 6. J ' t.J /�`� 3. 4.094.4 4.50 5.1 5.8 5.7 6. 6.30 7.177.8 7. 8.53I10.Cy12. 9. 10. 13. 7�\`Y e �� 4.9 5. 85.616.487.348.219.079.9310&13.815. �a j Table 1. Coefficients (K,. k, j, p) for Rectangular Sections and I k K I k I 7 I P K I k I 7 I P Js n a e 1.44 /, 8,000 a a 0.53 fa 10,000 a 0.877 0.872 700 161 0.568 0.811 0.0249 149 0.512 0.830 0.0179 Q000 750 177 0.584 0.806 0.0274 163 0.529 0.824 0.0198 0.887 15 800 192 0.600 0.800 0.0300 179 0.546 0.818 0.0218 0.353 0.380 0.882 0.873 900 224 0.628 0.791 0.0353 209 0.574 0.809 0.0258 175 15 1000 255 0.652 0.783 0.0408 240 0.600 0.800 0.0300 N.0. v v 230 126 1200 320 202 0.693 0.568 0.769 0.811 0.0520 0.0311 303 186 0.643 0.512 0.786 0.830 0.0386 0.0224 -+ A 2500 875 950 144 156 1000 .225 2400.600 0.588 0.804 0.800 0.0349 0.0375 208 223 0.533 0.546 0.823 0.818 0.0253 0.0273 s T 0.0113? 1125 280 0.628 0.791 0.0442 261 0.574 ' 0.809 0.0323 As 12 1250 319 0.652 0.783 0.0509 300 0.600 0.800 0.0375 P 13 1 178 197 1500 400 242 0.693 0.568 0.769 0.811 0.0650 0.0373 379 223 0.643 0.512 0.786 0.830 0.0482 0.0269 0.857 0.0161 1050 3000 1125 265 0.584 0.806 0.0411 245 0.529 0.824 0.0298 1 k e 276 359 197 1200 288 0.600 0.800 0.0450 268 0.546 0.818 0.0328 1 + Js/„Jc 0.867 1350 335 0.628 0.791% 0.0530 313 0.574 0.809 0.0387 1700 313 10 1500 383 0.652 0.783 0.0611 360 0.600 0.800 0.0450 j m 1 - 0.429 1800 480 298 0.693 0.565 0.769 0.812 0.0780 0.0459 455 275 0.643 0.510 0.786 0.830 0.0579 0.0332 3k P'a X k 1300 3750 1400 329 0.583 0.806 0.0510 305 0.528 0.824 0.0370 2J8 1500 360 0.600 0.800 0.0563 335 0.546 0.818 0.0410 K e Je kj 8 1700 1875 423 479 0.630 0.652 0.790 0.783 0.0669 0.0764 396 450 0.576 0.600 0.808 0.800 0.0490 0.0563 2 Js 0.380 2250 600 327 0.693 0.529 0.769 0:824 0.0975 0.0496 568 299 0.643 0.474 0.786 0.842 0.0723 0.03565000750403 a = 2,000 X (average j -value) 438 710500 0.865 0.568 0.811 0.0621 371 0.512 0.829 0.0448 for use in As m dor Asod00 0.450 1 0.850 480 0.600 0.800 0.0750 446 0.545 0.818 0.0545 0.0044 0.0050 ' 89 2250 559 0.628 0.791 0.0883 522 0.574 0.809 0.0646 0.889 6 2500 638 0.652 0.783 0.1019 600 0.600 0.800 0.0750. K k j p 0.880 3000 799 0.692 0.770 0.1298 758 0.643 0.786 0.0965 1200 220 0.385 0.429 Js m 12,000 a 0.83 Ja a 14,000 a = 0.98 J8 = 16,000 a 1.13 0.357 700 138 0.467 0.844 0.0136 129 0.429 0.857 0.0107 120 0.396 0.868 0.0087 2000 750 152 0.484 0.839 0.0151 142 0.446 0.851 0.0119 133 0.413 0.862 0.0097 119 129 800 167 0.500 0.833 0.0167 156 0.462 0.846 0.0132 147 0.429 0.857 0.0107 0.905 0.897 900 196 0.529 0.824 0.0198 185 0.491 0.836 0.0158 175 0.458 0.847 0.0129 15 1000 227 0.556 0.815 0.0232 214 0.517 0.828 0.0185 203 0.484 0.839 0.0151 0.333 1200 288 173 0.600 0.467 0.800 0.844 0.0300 0.0170 274 161 0.563 0.429 0.812 0.857 0.0241 0.0134 262 150 0.529 0.396 0.824 0.868 0.0198 0.0108 0.0101 875 2500 950 194 0.487 0.838 0.0193 181 0.449 0.850 0.0152 170 0.416 0.861 0.0124 0.0099 1000 208 0.500 0.833 0.0208 195 0.462 0.846 0.0165 184 0.429 0.857 0.0134 0.375 0.257 1125 246 0.529 0.825 0.0248 231 0.491 0.836 0.0197 218 0.458 0.847 0.0161 12 1250 283 0.556 0.815 0.0290 268 0.517 0.828 0.0231 254 0.484 0.839 0.0189 1875 315 1500 360 207 0.600 0.467 0.800 0.844 0.0375 0.0204 343 193 0.563 0.429 0.812 0.857 0.0302 0.0161 327 180 0.529 0.396 0.824 0.868 0.0248 0.0130 0.857 0.909 1050 3000 1125 229 0.484 0.839 0.0227 213 0.446 0.851 0.0179 200 0.413 0.862 0.0145 0.280 0.308 1200 250 0.500 0.833 0.0250 235 0.462 0.846 0.0198 221 0.429 0.857 0.0161 0.0114 0.0139 1350 294 0.529 0.824 0.0298 277 0.491. 0.836 0.0237 262 0.458 0.847 0.0193 10 1500 340 0.556 0.815 0.0348 321 0.517 0.828 0:0277 305 0.484 0.839 0.0227 1800 432 255 0.600 0.464 0.800 0.845 0.0450 0.0251 411 238 0.563 0.426 0.812 0.858 0.0362 0.0198 392 223 0.529 0.394 0.824 0.869 0.0298 0.0160 1300 3750 1400 284 0.483 0.839 0.0282 265 0.444 0.852 0.0222 249 0.412 0.863 0.0180 1500 312 0.500 0.833 0.0313 293 0..461 0.846 0.0247 276 0.429 0.857 0.0201 1700 371 0.531 0.823 0.0376 350 0.493 0.836 0.0299 331 0.460 0.847 0.0244 8 1875 425 0.556 0.815 0.0434 401 0.517 0.828 0.0346 381 0.484 0.839 0.0284 2250 540 276 0.600 0.429 0.800 0.857 0.0563 0.0268 514 255 0.562 0.391 0.813 0.870 0.0452 0.0209 490 238 0.529 0.360 0.824 0.880 0.0372 0.0169 1500 5000 1750 345 0.467 0.844 0.0341 322 0.429 0.857 0.0268 301 0.396 0.868 0.0217 2000 417 0.500 0.833 0.0417 391 0.462 0.846 0.0330 368 0.429 0.857 0.0268 2250 .490 0.529 0.824 0.0496 462 0.491 0.836 0.0395 436 0.458. 0.847 0.0322 6 2500 566 0.556 0.815 0.0579 535 0.517 0.828 0.0462 508 0.484 0.839 0.0378 3000 720 0.600 0.800 0.0750 686 0.563 0.812 0.0603 '654 0.529 0.824 0.0496 -Balanced steel ratio' applies to problems involving bending only. 36 MOI I Table 1. (continued) \� a d I Jc A I k I 7 I P K .I k- I 7 I, P a K n Js a 18,000 0 e 1.29 Js a 20,000 a e 1.44 1 1, 22,000 a 2000 700 113. 750 126 0.368 0.385 0.877 0.872 0.0072 0.0080 107 119 0.344 0.885 0.0060 101 0.323 0.892 800 139 0.400 0.867 0.0089 131 0.360 0.375 0.880 0.875 0.0068 0.0075 112 0.338 0.887 15 900 165 1000 0.429 0.857 0.0107 ..157 0.403 0.866 0.0091 125 . 149 0.353 0.380 0.882 0.873 193 1200 250 0.455 0.500 0.848 0.0126 184 0.429 0.857 0.0107 175 0.405 0.865 875 1410.368 ! 950 161 0.388 0.833 0.877 0.871 0.0167 0.0089 0.0102 239 133 152 0.474 0.344 0.842 0.885 0.0142 0.0075 230 126 0.450 0.323 0.850 0.892 '2500 1000 173 0.400 0.867 0.0111 164 0.363 0.375 0.879 0.875_ 0.0086 0.0094 144 156 0.341 0.886 12 1125 207 250- -24f- 0.429 6.455 _0.857 0-848 _ 0.0134 _ - 0. 49.3._ _0.8 0.0113? ..J87 0.353 0..38 0.882 _0,87 1500 312 1050 169 1125 189 0.500 0.368 0.385 0.833 0.877 0.872 0.0158 0.0208 0.0107 0.0120 230 299 160 0.429 0.474 0.344 0.857 0.842 0.885 0.0134 0.0178 0.0090 219 287 151 0.405 0.450 0.323 0.865 0.850 0.892 3000 1200 208 0.400 0.867 0.0133 178 197 0.360 0.375/ 0.880 0.875 0.0101 0.0113 169 0.338 0.887 10 1350. 248 1500 289 0.429 0.455 0.857 0.0161 23$_ 0.403 0.866. 0.0136 187 224- 0.353. 0.380-..0.873 0.882 1800 375 1300 209 1400 234 0.500 0.366 0.384 0.848 0.833 0.878 0.872 0.0190 0.0250 0.0132 0.0149 276 359 197 0.429 0.474 0.342 - 0.857 0.842 0.886 0.0161 0.0213 0.0111 263 344 186 0.405 0.450 0.321 0.865 0.850 0.893 3750 1500 260 0.400 0.867 0.0167 221 246 0.359 0.375 0.880 0.875 0.0126 0.0141 209 0.337 0.888 8 1700 313 0.430 0.857 0.0203 290 0,405 0 86 0� 234 283 0.353 0.382 0.882 0.873 345' 0.429 0.857 1875 362 2250 0.455 0.848 0.0237 0.0201 328 0.405 0.865 469 1500 222 1750 282 0.500 0.333 0.368 0.833 0.889 0.877 0.0313 0.0139 0.0179 449 209 0.474 0.310 0.842 0.897 0.0267 0.0116 430 196 0.450 0.290 0.850 0.903 5000 2000 347 0.400 0.867 0.0222 266 328 0.344 0.375 0.889 0.875 0.0150 0.0188 252 311 0.323 0.353 0.892 6 2250 414 2500 482 0.429 0.455 0.857 0.0268 393 0.403 0.866 0.0227 373 0.380 0.882 0.873 3000 625 1 0.500 0.848 1 0.833 0.0316 0.0417 460 0.429 0.857 0.0268 438 0.405 0.865 599 0.474 0.842 0.0356 574 0.450 1 0.850 Js a 24,000 a = 1.76 J, - 27,000 a e 2.00 Js a 30,000 a 2000 700 96 750 107 0.304 0.319 0.899 0.894 0.0044 0.0050 ' 89 0.280 0.907 0.0036 83 0.259 0.914 800 118 0.333 0.889 0.0055 99 111 0.294 0.308 0.902 0.897 0.0041 0.0046 93 104 0.273 0.286 0.909 15 900 143 1000 168 0.360 0.880 0.0067 133 0.333 0.889 0.0055 125 0.310 0.905 0.897 1200 220 0.385 0.429 0.872 0.0080 157 0.357 0.881 0.0066 148 0.333 0.889 875 120 950 137 0.304 0.322 0.857 0.899 0.893 0.0107 0.0055 0.0064 208 111 0.400 0.280 0.867 0.907 0.0089 0.0045 197 104 0.375 0.259 0.875 0.914 2500 1000 148 0.333 0.889 0.0069 127 138 0.297 0.308 0.901 0.897 0.0052 0.0057 119 129 0.275 0.286 0.908 12 1125 178 1250 0.360 0.880 0.0084 167 0.333 0.889 0.0069 156 0.310 0.905 0.897 210 1500 276 0.385 0.429 0.872 0.0100 197 0.357 0.881 0.0083 185 0.333 0.889 1050 143 1125 160 0.304 0.319 0.857 0.899 0.894 0.0134 0.0067 260 133 0.400 0.280 0.867 0.907 0.0111 0.0054 246 124 0.375 0.259 0.875 I 0.914 I 3000 1200 178 0.333 0.889 0.0075 0.0083 149 166 0.294 0.308 0.902 0.897 0.0061 0.0068 140 155 0.273 0.286 0.909 I 10 1350 214 1500 0.360 0.880 0.0101 200 0.333 0.889 0.0083 188 0.310 0.905 0.897 ( 252 1800 331 0.385 0.429 0.872 0.0120 236 0.357 0.881 0.0099 222 0.333 0.889 ( 1300 176 1400 199 0.302 0.857 0.899 0.0161 0.0082 312 164 0.400 0.278 0.867 0.907 0.0133 0.0067 295 153 0.375 0.257 0.875 ( 0.914' C 3750 1500 222 0.318 0.333 0.894 0.889 0.0093 0.0104 185 207 0.293 0.902 0.0076 173 0.272 0.909 C 1700 270 0.362 0.879 0.0128 .0.308 253 0.335 0.897 0.888 0.0086 0.0106 194 238 0.286 0.312 0.905 c 0.896 8 1875 315 0.385 0.872 0.0150 295 0.357 0.881 0.0124 278 0.333 C 0.889 0 2250 414 1500 186 1750 239 0.429 0.273 0.304 0.857 0.909 0.0201 0.0085 390 172 0.400 0.250 0.867 0.917 0.0166 0.0069 369 160 0.375 0.231 0.875 0 0.923 0 5000 2000 296 1 0.333 0.899 0.889 0.0111 0.0139 222 276 0.280 0.308 0.907 0.897 0.0091 207 0.259 0.914 0 2250 356 0.360 0.880 0.0169 333 0.333 0.889 0.0114 0.0139 259 313 0.286 0.310 0.905 0 0.897 6 2500 420 3000 0.385 0.872 0.0201 393 0.357 0.881 0.0165 370 0.333 0 0.889 0 551 0.429 0.857 0.0268 520 0.400 1 0.867 0.0222 1 492 1 0.375 1 0.875 1 0 I J_u BEAM DIAGRAMS AND FORMULAS FOR VARIOUS STATIC LOADING CONDITIONS Equivalent Tabular Load is the uniformly distributed load given In the beam tables, pages 175 to 201. For meaning of symbols, see page 6. I SIMPLE BEAM -UNIFORMLY DISTRIBUTED LOAD Equivalent Tabular Load - m! R - V . . . . -m1 2 2. V . . . . a. r M max. ( at center) - 12 , Mx mx O•�G3''t7 . . . . . . . . . . - (I—x) 2 Amax. at center ) . 5 W14 . . - O 384 EI Ax . . . . . . . . . . - WX 24E1 (13—ux2+xa) BEAM DIAGRAMS AND FORMULAS FOR VARIOUS STATIC LOADING CONDITION: For meaning of symbols, see page 6. ,ER a. - 4W -x R: - V: 9r3 x W Ri - Vi . . Ri - W R 2 O Ci '� V� 1ti R2 Ra - Vi max. . . . . . . 5�:;. - M max. ( at center ) , Shear M . . . . . . . . . . - ±t_ Wx2 - 1 _ 2x2\ - Wx(2 Moment 24EI ! 3 l2 SIMPLE BEAM—LOAD INCREASING UNIFORMLY TO ONE END Equivalent Tabular Load16W - - 1,0Y64W - 4W -x R: - V: 9r3 x W Ri - Vi . . . . . . . . . - W R 2 2 2 3 - (12-4x2) R2 Ra - Vi max. . . . . . . - 23 - M max. ( at center ) , Shear —%57T41--,,Vx . . . . . . . . . . - ±t_ Wx2 - 1 _ 2x2\ - Wx(2 Moment 24EI ! 3 l2 snear M max. at x - 1 - .5774!> - 2W 1 - ,1283 W I 2a (2x—a) 2 VT). w3 Amax. ( at center) Mx . . . . . . . . . . - 3!= (!a -2i) 3. Amax. atx-! .01304 1— 51931) - EI C vlb Ws Ax . . . . . . . . . . . - 180EI !2 (3x4-10 WX 12x2+714) .;i..,. SIMPLE BEAM -LOAD INCREASING UNIFORMLY TO CENTER I Equivalent Tabular Load - 4W -x R: - V: 3 W R -V - W - Rt — w (x—M R 2 2 2 Vx (whenx < 2) - (12-4x2) when x < a) . . . . (when x <a) 2121 - M max. ( at center ) WI Shear Ax (when x < a) . . , .t0X � 6 when x > (a'+ b) . Mx when x <! l\ 2J 1 _ 2x2\ - Wx(2 Moment 24EI ! 312f 2 ' — Rix— Moment 2a (2x—a) Mx (when x> (a+b)) - R2 (I—x)— Amax. ( at center) _ WI2 B0EI Moment Ax . . . . . . . . . . .Wx (512-4x2)2 460E1la AMERICAN INSTITUTE OF STEEL CONSTRUCTION 6 SIMPLE BEAM—UNIFORM LOAD PARTIALLY DISTRIBU- Ri - Vi (max. when a < c) - 21(2c, b) R: - V: max. when a > e teb (2a+b) 2(Vx . . (when x > a and < (a + b)) - Rt — w (x—M . - Ri—wx max. eR,V2mx (at x - a + Ri RtlRia+2./ 2w when x < a) . . . . (when x <a) - Rix - Mx (when x > a and < (a + b)) - Rix— 2 (x—a)2 Ax (when x < a) . . , .t0X Mx when x > (a'+ b) . - R: (!—x) Moment Moment 24EI ! SIMPLE BEAM—UNIFORM LOAD PARTIALLY DISTRIBUTE AT ONE END Ri - Vi max. . . . . . . . a . -wo (2!—a) is Ra - Va . . . . was . . - 21 Rs V (when x < a) . . . . . - Ri—wx M max. at x - Rig W / / 2w when x < a) . . . . . - Rix— 2a Shear �V2Mx - Mx (when x > a) . . . . . - Ra (I—x) M max. (at x — ! — wa when Ra < w2c) - R22 Ax (when x < a) . . , .t0X a2(21-a)2-2ax2(2 - 24EII( 2102 Ax when x > a) . . . . . . fwaa(I—x) (4x1 -2x2 Moment 24EI ! SIMPLE BEAM—UNIFORM LOAD PARTIALLY DISTRIBUTE AT EACH END Ri - Vi . . . . . . . . . . — wia(21—a)+w2c2 Ra - V2 . . . . . . . . . - wac(21—c) + wia2 2!Vx (whenx < a) — Ri—mix Vx (whenx>aand<(a+b) -Ri—R2 Vx (whenx>(a+b) ®R, -Ra—w2(I—x) M max. (at x — wl when Rt <wta) - V2 .. M max. (at x — ! — wa when Ra < w2c) - R22 2102 Mx when x < a) , , , , . -Rix— wix- Mx (when x>aand <(a+b)) 2 ' — Rix— Moment 2a (2x—a) Mx (when x> (a+b)) - R2 (I—x)— 2 AMERICAN INSTITUTE OF STEEL CONSTRUCTION . . 2 I Is lrn FCF c�,���' S7,z�- = 3 SL''`R/Z i 5 `%��✓'r" SUBJECT. WALL-' TiN� W - IJo, -- 3�-130 �iooZo CLIENTS NAME J0a NO.. n COOK - ASSOCIATESim Des 1 ION KNOW424AIWO CoNw►.TAMTs ■Oa0 PARD AV[NU[ onovtW . CAL"43 M1pA Mn SHEET OF SHEETS X2,5' Z//6190 /9/Z07110E PVC- ,r=o(-6Cw1A1C .4D0/T/O/ri� G /N�'oi2�tilfl7/o�tJ o Gc%4-G C L 0/1C c� c cr L.io•(/. 2 • C'o�vc Eti72�T�0 (,�/�lC-E G 1�.�� rs Z�DO �`- �r� (/r�rC SSC'. 230 � (e)-,r2E��sE fJ-CCO!'GDiil/GGf! �• ��G�/iD E C'AL c� L•�l� o.rrS w��� �! O�it�orvs'T2g7rE � • P�Or/iDE �0��.�T� Dc-rJ�Co�rt��,�rT- o� h��Fo/Zc��l�.crT I&rL2 r-&07-146 sC-C • cc) L,2 A/V 2304-2305 UNIFORM BUILDING CODE occupancies listed, and loads at least equal shall be assumed for uses not listed in this section but which create or accommodate similar loadings. When it can be determined in designing floors that the actual live load will be greater than the value shown in Table No. 23-A, the actual live load shall be used in the design of such buildings or part thereof and special provisions shall be made for machine or apparatus loads. (b) Distribution of Uniform Floor Loads. Where uniform floor loads are involved, consideration may be limited to full dead load on all spans in combina- tion with full live load on adjacent spans and on alternate spans. (c) Concentrated Loads. Provision shall be made in designing floors for a concentrated load as set forth in Table No. 23-A placed upon any space 21/2 feet square, wherever this load upon an otherwise unloaded floor would produce stresses greater than those caused by the uniform load required therefor. Provision shall be made in areas where vehicles are used or stored for concen- trated loads consisting of two or more loads spaced 5 feet nominally on center without uniform live loads. Each load shall be 40 percent of the gross weight of the maximum size vehicle to be accommodated. The condition of concentrated or uniform live load producing the greater stresses shall govern. Parking garages for the storage of private or pleasure -type motor vehicles with no repair or fueling shall have a floor system designed for a concentrated wheel load of not less than 2000 pounds without uniform live loads. The condition of concentrated or uniform live load producing the greater stresses shall govern. Provision shall be made for special vertical and lateral loads as set forth in Table No. 23-B. (d) Partition Loads. Floors in office buildings and in other buildings where partition locations are subject to change shall be designed to support, in addition to all other loads, a uniformly distributed dead load equal to 20 pounds per square foot. Access floor systems may be designed to support, in addition to all other loads, a uniformly distributed dead load equal to 10 pounds per square foot. (e) Live Loads Posted. The live loads for which each floor or part thereof of a commercial or industrial building is or has been designed shall have such designed live loads conspicuously posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. Roof Design Sec. 2305. (a) General. Roofs shall sustain, within the stress limitations of this code, all "dead loads" plus unit "live loads" as set forth in Table No. 23-C. The live loads shall be assumed to act vertically upon the area projected upon a horizontal plane. (b) Distribution of Loads. Where uniform roof loads are involved in the design of structural members arranged so as to create continuity, consideration may be limited to full dead loads on all spans in combination with full live loads on adjacent spans and on alternate spans. 134 1988 EDITION 2305-2306 EXCEPTION: Alternate span loading need not be considered where the uni- form roof live load is 20 pounds per square foot or more or the provisions of Section 2305 (d) are met. (c) Unbalanced Loading. Unbalanced loads shall be used where such loading will result in larger members or connections. Trusses and arches shall be designed to resist the stresses caused by unit live loads on one half of the span if such loading results in reverse stresses, or stresses greater in any portion than the stresses produced by the required unit live load upon the entire span. For roofs whose structure is composed of a stressed shell, framed or solid, wherein stresses caused by any point loading are distributed throughout the area of the shell, the requirements for unbalanced unit live load design may be reduced 50 percent. (d) Snow Loads. Snow loads full or unbalanced shall be considered in place of loads set forth in Table No. 23-C, where such loading will result in larger members or connections. Potential accumulation of snow at valleys, parapets, roof structures and offsets in roofs of uneven configuration shall be considered. Where snow loads occur, the snow loads shall be determined by the building official. Snow loads in excess of 20 pounds per square foot may be reduced for each degree of pitch over 20 degrees by R, as determined by the following formula: R, = L1 WHERE: R, = Snow load reduction in pounds per square foot per degree of pitch over 20 degrees. S = Total snow load in pounds per square foot. For alternate design procedure see Appendix Chapter 23, Division I. (e) Special-purpose Roofs. Roofs to be used for special purposes shall be designed for appropriate loads as approved by the building official. Greenhouse roof bars, purlins and rafters shall be designed to carry a 100 - pound -minimum concentrated load in addition to the live load. (f) Water Accumulation. All roofs shall be designed with sufficient slope or camber to assure adequate drainage after the long-time deflection from dead load or shall be designed to support maximum loads, including possible ponding of water from any source, including snow, due to deflection. See Section 2307 for deflection criteria. Reduction of Live Loads Sec. 2306. The design live load determined using the unit live loads as set forth in Table No. 23-A for floors and Table No. 23-C, Method 2, for roofs may be reduced on any member supporting more than 150 square feet, including flat slabs, except for floors in places of public assembly and for live loads greater than 100 pounds per square foot, in accordance with the following formula: R = r(A —150) ............. ........ (6-1) 135 23-A UNIFORM BUILDING CODE TABLE NO.23-A—UNIFORM AND CONCENTRATED LOADS USE OR OCCUPANCY CATEGORY DESCRIPTION UNIFORM LOADt CONCEW TRATEDLOAD 1. Access floor systems Office use 50 20002 Computer use 100 20002 2. Armories 150 0 3. Assembly areas3 and auditoriums and balconies therewith Fixed seating areas 50 0 Movable seating and other areas 100' 0 Stage areas and enclosed platforms 125 0 4. Cornices, marquees and residential balconies 60 0 5. Exit facilities' 100 0, 6. Garages General storage and/or repair 100 6 Private or pleasure -type motor vehicle storage 50 6 7. Hospitals Wards and rooms 40 10002 8. libraries Reading rooms 60 10002 Stack rooms 125 15002 9. Manufacturing Light 75 20002 Heavy 125 30002 10. Offices .50 20002 11. Printing plants Press rooms 150 25002 Composing and linotype rooms 100 20002 12. ResidentiaFr 40 Ot 13. Rest rooms$ 14. Reviewing stands, grandstands and bleachers 100 0 15. Roof deck Same as area served or for the type of occupancy accommodated 16. Schools Classrooms 40 10002 17. Sidewalks and driveways Public access 250 6 18. Storage Light 125 Heavy 250 19. Stores Retail 75 20002 Wholesale 100 30002 (Continued) S 160 1988 EDITION i 23-A tSee Section 2306 for live load reductions. 2See Section 2304 (c), first paragraph, for area of load application. )Assembly areas include such occupancies as dance halls, drill rooms, gymnasiums. playgrounds, plazas, terraces and similar occupancies which are generally accessible to the public. 4Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons, exterior exit balconies, stairways, fire escapes and similar uses. slndividual stair treads shall be designed to support a 30D -pound concentrated load placed in a position j which would cause maximum stress. Stair stringers may be designed for the uniform load set forth in the table. t 6See Section 2304(c), second paragraph, for concentrated loads. 21tesidential occupancies include private dwellings, apartments and hotel guest rooms. $Rest room loads shall be not less than the load for the occupancy with which they are associated, but need ? ; not exceed 50 pounds per square foot. 161 � S NARRATIVE DISCUSSION Butte County Department of Public Works Building Permit No. 76-90 Dr. Tim Wall Oakvale.Avenue Residence on A.P. .68-36-130 SUPPLEMENTAL SUPPORTING ANALYSIS: We were asked by Dr. Wall to provide stability calculations for the walls supporting the interior garage fill necessary to accommodate the sloping hillside lot. The basic drawings provided by Dr. Wall were not site specific and envisioned a relatively uniform elevation across the building pad. q The structural concept that was employed in the February 12, 1990 analysis was a vertical stem wall that was restrained at the garage/slab elevation fixed at the top of the wall and the vertical stem wall also being a restraint by a horizontal resultant on the footing cut into the. original ground. Lateral restraint is provided by.the neat cut and friction of the concrete on the ground. The analysis also envisions a temporary lateral restraint being provided to. the vertical'stem wall of the garage during the time that the internal fill was being placed and. compacted. The fill material is to be pea gravel or highway aggregate base compacted into place. The completed fill provides vertical support for .the garage slab and `the imposed wheel loads. r` Once the vertical stem walls have been placed, the internal fill placed and compacted, the cover slab/garage floor will be placed with lateral restraints to the top of the stem wall. The"analysis provides for hinged conditions to exist at the upper and lower limits of the stem wall. CONCLUSION: The wall section as submitted 2/12/90 is appropriate for construction and in corporation in the. Wall home. CA 90020 3/6/90 Sheet 1 of 14 3 � j.0 --I -- I u -)p C(, _ (oNz1G N7- T` y/l . j F) YS -0 FA,O } 1,9P.;N iib ✓ R "A pAnv.E I ZSR/lT 3 FG vi3O- / Fw• -0 2 rd/LTJ' 3 F► XE -n BAJO 4, 5. I -romp,. 2>� �GsAfRE EMP STRUTS 4' oNc s�Ae qV t4 a 24 Qc . �'`FIBEi ME�+1 +� 4 TIES Q 3'o.c. E.v✓' �e'� oa-vewey APPO 4' .. sTAl�s .. i 19� IWO GOM L�GT�'D\F 1�.4 e:w Te FILL BUILDING SECTION B A s DO ee mg, waw 6CALE . I/4• I' -m' og2 D6TAIlh AT(AA• TYPIcdL waw � No. 13062 REWFw4P6t 64Ll�oc•}io¢tr. Exp -3/31/93 ��} 44 a Wax . vef?T. SUBJECT: CLIENTS NAME JOB N0. COOK- nSSOCIATES/G/Jrd ` 'A—W A""Q DATE JOB DESCRIPTION Q""'OQ0-'—PANK - - A QMUQ . OCWVILLQ.C:AUPCMMA 95"a SHEET. Of SHEETS 0 �L T3Tti0 1 j---) d, /ze P c r I E.SSfQ�yA� ,w C O s:'. 1506 31/ 93 , � Cxp• CM OF ON-' SUBJECT j•OD Z6 CLIENTS NAME JOB NO: COOK \- eSSOC1ATES JOB DESCRIPTION f"1O1"'f`A1°'O `A"'f"`TAWTa 7 -DATE Rosa, PARK AVG "U 3 / oRuuuu ov,voRNIA telae SHEET OF ` SHEETS VI 20� " LoA� 2SITZS (JN ri• . P� a S Sc. --� k — n,3a0e, Rask_ .'. 10. RIAN 313 .- 2ad f;--cam/fir 2 Z Z e, sc. n. r3 = JUVIN 73 AUO/Vl /46 n 1'4. l� a ✓� ism c (� . F,"- C -A s J (�/LCL�ni1 CfL CGnY>/tet 3f3 • WM 7e) I�.S P�o.1�0�2 '0"• ��6',.K v�4 3/.3 = t71J �r GFs3 • s��fF �CIVi�-�Fo��`� OF CRS nn 2 ,t +6/ S6p�3' IC.=hC j���� y� 307 SUBJECT: �GY Z o CLIENTS NAME JOB NO. COOK v' AS-SOCIATES 3/G/�D J DESCRIPTION Hwowlma PA COHIHtJITANTH DATE ac,.,,PARI[ 4VHNUH ip OVILL, . CAUPONMA NNO / SHEET OF (� SHEETS D s� 14 Aum OFF SUBJECT: CLIENTS NAME JOB NO. COOK �' ASSOCIATES 5;0 JOB DESCRIPTION. "4MVMGR"4' `O""""ANT6 DATE 0000 'PARK AVYNU[ OAOVtLLA . CAUPORMA YOYes / r SHEET OF `� SHEETS oFESStoa� ��F� FOS �AP17�s No.13062 EXP.3/31/93 T �s Cc is 'trip• r tZ�� st�T� CIV1I- Of CA�- j/u� %3�$ SHuw� Z�Z! 1�G / 5 Old �.-- SUBJECT: CLIENTS NAME JOB NO. COOK �' ASSOCIATES 5;0 JOB DESCRIPTION. "4MVMGR"4' `O""""ANT6 DATE 0000 'PARK AVYNU[ OAOVtLLA . CAUPORMA YOYes / r SHEET OF `� SHEETS JOT, HANGERS TYP. Jr t JILOJI • !6' O.G qo 3AFZAC=E 4-e 414 11 eS le . 4" GgJG • �Ac, ED 11 WA:nU so ILDING SECTION � ea_- . ROelt . FRAMING NOTES TERIOR WALL OPENINGS 4 :SEARING WALL OPENINGS 7X6G OTHERWISE INDICATED r/BJ • 7!' Or- -OltW23 CLIPS -7 X D m—rm • 74' EA RFTR NOTED ON THE PLAN. ONUS P".I a /UNPINIOHEDI I I 0 r X I JTLPS . /6' O.0 )E FIREBLOCKNG, DRAFTOTOPS 4 FIRESTOPS AS ' X /m FLR J9 r. • li ' / X /7 NOR 3 X x• 'OIMPSON' 11210 JOT, HANGERS TYP. Jr t JILOJI • !6' O.G qo 3AFZAC=E 4-e 414 11 eS le . 4" GgJG • �Ac, ED 11 WA:nU so ILDING SECTION � ea_- . ROelt . FRAMING NOTES TERIOR WALL OPENINGS 4 :SEARING WALL OPENINGS E 4 X 12 HEADERS UNLESS OTHERWISE INDICATED ANG BUILT WITH OO Y STUDS USE 4 X O 25 UNLESS OTHERWISE NOTED ON THE PLAN. THAT ARE ATTACHED TO FLUSH BEAMS ' BE HUNG WITH 'SIMPSON. U-20 OR EQUIV. )E DOUBLE JOISTS UNDER ALL PARALLEL IONS OVER FAM I LY )E FIREBLOCKNG, DRAFTOTOPS 4 FIRESTOPS AS '-E U.B.C. SEG. 2816F. Z SPECIES, •TS, BEAMS, HEADERS NO. 2 DOUGLAS FIR -TS AND RAFTERS 9, PLATES, DLOCKING NO. 3 DOUGLAS FIR AGING ETC. D'S STUD GRADE DF. •T 4 BEAM DECKING UTILITY GRADE DF. WOOD SHEATHNG V3' COX PLY, 32/16 -LAM BEMIS Fb-2400, DRY ADH. i SCHEDULE. 'O SILL OR GIRDER 3-bd TOE NAIL .NG TO JOIST 2-641 TOE NAIL 'LOOR TO TO GIRDER 2-Ibd BLIND 4 FACE 'L. TO JOIST Ibd • Ib' FACE NAIL .. TO STUDS 2-I6d END NAIL O SOLE PL. 4.Od TOE NAIL OR 2-1&41 END NAIL E 6TUD9 Ibd • US' FACE NAIL E TOP PL. Ibd • Ib' FACE NAIL LJOUS HEADER l2 PGJ Ibd • Ib' EDGE NAIL ST. TO PL. 3-041 TOE NAIL ST. LAP OVER PL. 3-Ibd FACE NAIL IT. TO RAFTER 3-Ibd FACE NAIL Z TO TOP PL. 3 -ad TOE NAIL JP CORNER STUDS Ibd • 24' FACE NAIL OD SUDFLOOR Od • b' EDGE NAIL Od • 10INTERIOR .. ALL 1 ROOF SHEATHING " • b' EDGE NAIL ad • U' INTERIOR L. AT INTERSECTIONS 2-I6d FACE NAIL' tE JOISTS lUP TO 3) Ibd • 15' STAGGER NAIL tE JOISTS !OVER 3l TS WA ',,'• BOLTS EA SIDE • 24' O.G. )PACED SHEATHG IN 2.Od FACE NAIL lv�u 214 �pTa Z- TEMP. 2k4- . •� /� RLNNEIZ� % >�LTssa o.c• alyP' OG ' —7X4JWS 0ALS '0..O R -II BATT INSUL rlASTEFR 1 X AO FL IV 241 r, • li' occ rv.�. - PLAN 91 -Gu QxG xUDs CP I6"06• B BUILDING 11 vo Fzbtll� , ��4,.)2'GP3'o•� V R-30 DLOWN•IN el o G yTJDL C •pG. ECTIC •4'O FWF W1 VrplP�iA TEN W/ l]l If., MASTER WARDROBE 7 X /G &R /.4M R-30 DL ,ls caj WA 7Xlc FESS/•4.17 X eo r� 1F,49 rFN rcrAenY'R �� 9 o, eoL r.9JrAQ68Rf . 7t' OLJ c°o c •fin 0 ?.V I JILL No. 13062 Q' R -II DA' xp.3/31/93 DIN INC= civ I :OF CAUF��� ak IG '1212 1. r��TK�cs D BUILDING 7 X * J nAPS . A6 ' O.0 , R -II BATT MOUL. i X /G Gv'f 7 OF. 8 FAM I LY BATH occ rv.�. - PLAN 91 -Gu QxG xUDs CP I6"06• B BUILDING 11 vo Fzbtll� , ��4,.)2'GP3'o•� V R-30 DLOWN•IN el o G yTJDL C •pG. ECTIC •4'O FWF W1 VrplP�iA TEN W/ l]l If., MASTER WARDROBE 7 X /G &R /.4M R-30 DL ,ls caj WA 7Xlc FESS/•4.17 X eo r� 1F,49 rFN rcrAenY'R �� 9 o, eoL r.9JrAQ68Rf . 7t' OLJ c°o c •fin 0 ?.V I JILL No. 13062 Q' R -II DA' xp.3/31/93 DIN INC= civ I :OF CAUF��� ak IG '1212 1. r��TK�cs D BUILDING Table 2. Resisting Moments of Rectangular Sections 1 Ft. Wide (Slabs) Kd1 Values of 1000 o Enter table with known M or NE (tt.kipa) A3 Select effective depth (d: in.) � and n d: Effective depth d n fc 2 1 2% 13 13 4 4Si 5 5S4 6 1 6S4 1 7 17Sj 1 8 18H 1 9 1 10 1 11 1 12 700 0.4 0.75'1.08 1.47 1.9 2. 3. 3. 4.3 5.1 5.9 6. 7.7 8. 9.7 12. 14. 17.3 2000 750 0. 0.83 1.20 1.63 2.13 2. 3.3 4, 4.8 5. 6.5 7. 8. 9. 10.8 13.3 16.1 19.2 6. 6. 800 0.5 0.9 1.3 1.80 2.3 3. 3. 4. 5.3 6. 7. 8.3 9. 10, 11.9 14. 17.8 21.2 4.3 900 0.7 1.09 1.58 2.14 2.8 3. 4.4 5.3 6.3 7. 8. 9.8 11, 12, 14. 17, 21. 25.2 15 1000 0.81 1.2 1.83 2.4 3.2 4.1 5.1 6.1 7.3 8. 9.9 11. 13. 14, 16. 20.3 24. 29.2 0.74 1200 1. 0. 1:64 0.9 2.36 1.3 3.21 1.8 4.19 2.4 5. 3. 6. 7.9 3. 4. 9.4 5.4 11.1 12.8 6. 7. 14.7 8. 16. 18.9 9. 10. 21. 26. 31. 12.2 15. 18. 37.7 21.6 875 2500 950 0. 1.0 1.53 2.0 2.7 3. 4. 5.1 6.1 7. 8.3 9.6 10.9 12.3 13. 17. 20. 24.5 26.5 34.4 1000 0.74 1.15 1.6 2.2 2.9 3. 4. 5. 6. 7. 9.0 10. 11. 13. 14.-118.4 22.3 26.5 10. 1125 0. 1.36 1.9 2.6 3.4 4. 5. 6. 7. 9. 10. 12.3 14. 15. 17. 21. 26. 31.4 12 1250 1. 1.59 2.29 3.11 4.0 5.1 6. 7. 9.1 10. 12. 14.3 16. 18. 20.6 25. 30. 36.6 5. 1500 1.31 0. 2. 1.13 2.9 1.6 4.01 2.21 5.2 2.8 6. 3. 8. 9.9 4. 5.4 11. 6. 13. 16. 7. 8. 18.420.9 10.1 23. 11. 13. 26. 32. 39. 14. 18. 21. 47.1 25.9 2:4 2:8 1050 3000 1125 0. 1.2 1.8 2.45 3.2 4.1 5.0 6.1 7. 8. 9. 11.3 12. 14, 16. 20. 24. 28.8 1.8 2.69 1200 0. 1.38 1.99 2.71 3.5 4. 5. 6. 8. 9. 10.8 12.4 14.1 16. 17. 22.1 26. 31.8 1050 1350 1. 1.64 2.3 3.21 4.19 5.3 6. 7.' 9. 11.1 12. 14. 16. 18.9 21. 26. 31. 37.7_ 10 1500 1. 1.91 2.7 3.74 4.8 6. 7. 9. 11.0 12.9 14.9 17. 19. 22. 24. 30. 36: 43.9 12.9 1800 1.5 0. 2.4 1.39 3.53 2.01 4.80 2.73 6.2 3.5 7. 4. 9. 11.9 5. 6.8 14.1 8. 16.6 19. 9. 10. 22.1 12. 25.1 28.3 14.3 16.1 31. 39. 47.4 18.1 22.3 27. 56.4 32.1 8. 1300 11.1 12. 1400 1. 1.51 2.2 3.0 3.98 5. 6. 7. 9. 10. 12. 14.0 15.9 18. 20. 24. 30.1 35:9 3750 1500 1.1 1.73 2.4 3.38 4.4 5. 6.9 8. 9. 11. 13.5 15. 17. 19. 22.4 27. 33. 39.7 .4 5.7 7.3 1700 1.3 2.0 2.98 4.05 5.30 6. 8.3 10. 11.9 14. i6. 18. 21. 23. 26.8 33.1 40.1 47.7 8 1875 1.5 2. 3.43 4.6 6.10 7. 9. it. 13. 16.1 18. 21.4 24, 27. 30.9 38.1 46.1 54.9 2250 1.9 3.06 4.41 6.00 7.84 9. 12. 14. 17 .6,20. 24.0 27.6 31. 35.4 39. 49. 59. 70.6 i 700 0.4 0.71 1.0 1.38 1.81 2.3 2. 3. 4.1 4.8 5. 6. 7. B. 9. 11.3 13. 16.3 35.4 42.9 750 0. 0.79 1.13 1.54 2.0 2. 3. 3. 4. 5.3 6. 7.1 8.1 9.1 10. 12. 15. 18.1 12000 800 0. 0.8 1.2 1.7 2.22 2. 3. 4. 5. 5.9 6. 7. 8. 10. 11. 13.9 16. 20.0 1.31 900 0. 1. 1.49 2.02 2.6 3. 4.1 5. 5. 7. 8.1 9. 10. 11. 13. 16. 20. 23.8 15 1000 0. 1.21 1.74 2.36 3.09 3. 4. 5. 6.9 8. 9. 10. 12. 13. 15. 19. 23. 27.8 it, 1200 1. 0. 1. 0. 2.2 1.2 3.06 1.73 4. 2.2 5.1 2. 6. 3. 7.6 4.3 9.0 5.1 10.6 6. 12.3 6.9 14.1 7. 16. 9. 18.1 10. 20. 11. 25. 14.1 30. 17.1 36.0 20.3 21.6125. 875 2500 950 0. 1.01 1.4 1.9 2.58 3. 4. 4. 5. '6. 7. 9.1 10. 11. 13. 16.1 19. 23.2 6. 1000 0.69 1.08 1.5 2.12 2.7 3. 4. 5. 6. 7.3 8. 9. 11.1 12. 14. 17.3 20.9 24.9 11, 13. 16.1 1125. 0.83 1.29 1.8 2.54 3.31 4. 5. 6.3 7. 8. 10.1 11.6 13. 15. 16. 20. 25. 29.8 12 1250 0.9 1.51 2.1 2.9 3.86 4:9 6. 7.3 8. 10. 11. 13.6 15. 17. 19. 24.1 29. 34.7 ' 1500 1.2 0.6 1. 1.06 2.81 1.5 3.6 2.0 4.9 2.7 6. 3. 7. 4. 9.4 5.1 11. 6.1 13. 7.1 15. 8. 17. 9. 20. 10. 22. 12. 25.3 13. 31. 16.9 37. 20. 44.9 24.3 1050 3000 1125 0.7 1.1 1.7 2.3 3.0 3. 4. 5. 6. 8. 9.3 10. 12.1 13. 15.3 18.9 22.9 27.2 10. 1200 0. 1.38 1.6 2.5 3.3 4. 5. 6. 7. S. 10. 11. 13. 15. 16.8 20. 25. 30.0 1350 0.99 1.5 2.2 3.04 3.97 5. 6. 7. 8. 10. 12. 14. 15. 17.9 20.1 24.8 30. 35.7 10 1500 1.1 1.81 2.6 3.5 4.62 5.9 7. 8. 10. 12. 14. 16.3 18. 20.23. 1,11.2.5 28.9 35. 41.6 4.59 1800 1. 0. 2.34 1.31 3.38 1.88 4.59 2.56 6.0 3.3 7. 4. 9.4 5. 11.3 6. 13. 7. 15. 8. 18. 10.2 21.1 11. 24. 13. 27.1130 15.1 .4 16. 37. 20. 45. 25. 54.0 ' 30.1 5. 1300 3750 1400 0.9 1.4 2.11 2.87 3.7 4. 5.9 7.1 8.4 9.9 11. 13. 15. 16.9 19. 23. 28. 33.7 13. 1500 1.04 1.63 2.34 3.19 4.16 5.3 6. 7.9 9.4 11. 12. 14.6 /6, 18. 21.1 26. 31. 37.4 10 1700 1.2 1.96 2.8 3.83 5.01 6.3 7. 9.5 11.3 13. 15.3 17. 20. 22. 25, 31. 37. 45.1 8 1875 1.4 2. 3.26 4.43 5.79 7.3 9.1 11. 13. 15. 17. 20.4 23. 26. 29.3 36. 43.8 52.1 2.9 3.3 2250 1.88 0.8 2.93 1.39 4.22 2.0 5.75 2.7 7.50 3.5 9.5 4. 11.7 5. 14.2 6. 16.9 8. 19.8 9.4 23.0 10.9 26.4 12. 30. 14. 33.9 i6. 38.0 18. 46.9 22. 56.8 26. 67.6 32.0 8. 1500 5000 1750 1.1 1.7 2. 3.45 4.51 5. 7.1 8. 10. 11.9 13. 15. 18. 20. 22. 28. 34.1 40.6 22. 2000 1.3 2.1 3.1 4.25 5.5 7. 8. 10.5 12. 14. 17.0 19. 22. 25.1 28.1 34. 42. 50.0 2250 1.6 2.59 3.73 5.07 6.6 8.4 10.4 12. 14.9 17. 20.3 23.3 26. 29. 33. 41. 50.1 59.6 6 2500 1.9 3.01 4.34 5.9 7.7 9.8 12.1 14.6 17.4 20.4 23.6 27.1 30.8 34. 39.0 48. 58.3 69.4 7.8 9. 3000 2.5 3.91 5.63 7.66 10.0 12. 15. 18.9 22.5 26. 30.6.35. 3.3 3.94 40. 45.2 50.6 62. 75. 90.0 Table 2. (continued) 39 /'c -- ((active depth A and n I k 2 2%. 3 3% 4 4% 5 b)i 6 6S4 7 7S4 1 8" eSS 9 10 11 1 12 700 '750 0 4 0 67 0.9 1,31 1.71 2. 2. 3. 3.9 4. 5. 6. 6. 7. 8.7 10.7 12.9 15.4 2000 0.4 0,7 1.0 1.4 1. 2.4 3. 3. 4.3 5. 5. 6. 7. 8.6 9. 11.9 14,4117.1 800 0.5 0.63 0.8 1,1 0.9 1, 1.9 2.1 2. 2.51 3. 3. 4. 4. 5. 6. 7. 8. 9. 10. 13.1 15.9 18.9 15 1000 0.74 .1,41 1.1 1.6 2.2 2.9 3. ..3. 4. 4. 5. 5. 6. 6. 7. .7. 9. 8. 10. 10. 11. 11.3 13.3 12, 15. 19., 22.6 1200 0.9 1.4 2,1 2,93 3.8 4.8 6. 7. 8. 10.1 11. 13. 15. 17,3 14. 19.4 18. 23. 22.3 28.9 26.5 34.4 875 0.5 0.8 1.2 1.63 2.1 2._ 3. 4. 4. 5. 6. 7. 8. 9.6 10. 13.3 16.1 19.2 2500 950 0.61 0.9 1.3 1.8 2. 3.1 3. 4. 5. 6. 7. 8. 9. i1. 12. 15. 18. 21.9 1000 0.66 1.03 1.48 2.01 2.6 3. '4. 4.1 -4: 5. 5.9 .6.9 8. 9. 10. 11. 13. 16.4 19.8 23.6 ]2, 1125 1250 0.7 0.9 1:23 1:7 1:'4' TO 2:4 2:8 3:1 3:b 4: - 5_ 7_1 8_ 9. fir. 11. 12. f2- -14 14.2.15 f5� 19 23� 28,.2._ 1500 1.20 1.8 2.69 3.6 4.7 6.1 7, 9. 10. 12, 14, 16. 19.1 21. fs: 24. 23. 29.9 27.8 36. 33.1 43.1 1050 0.6 1.0 1.44 1.96 2. 3. 4. 4. 5. 6. 7. 9. 10. 11. 13. 16. 19. 23.0 3000 1125 0.71 1.11 1. 2.1 2.8 3. 4. 5. 6. 7. 8. 10. 11. 12.9 14.4 17. 21. 25.6 20,000 1200 0.79 1.2 1. 2.41 3.1 4. 4. 6. 7.1 8. 9. 11.1 12. 14. 16. 19. 23. 28.4 10 1350 1500 0.9 1:1 1.4 2.1 Y:7 '7:'4 2.89 '3738 3.7 4. ' S: 5. '"6:9 7_1 8. "9:9 10. 7. 11. 13. 15.1 17.1 19.1 23 28' 1800 1.4 2.2 3.2 4. .4 5.7 7.3 9. . 10. 12. 15. 3. 17. ir. 20. 23. 25.9 29.1 35.9 3i 43. 3 .7 51.7 3750 1300 1400 0.7 0.8 1.2 1. 1.3 1.99 2.41 2.71 3.1 4. 3.5 4. 4.9 5. 6. 6. 7.1 8. 8. 9. 11.1 12. 14. 16. 19. 23. 28.4 1500 0.9 1. 2.21 3.01 3.9 5.0 6. 7. 8.9 9. 10. 10. 12.1 12. 14,1 13. 15. 16.0 17. 17. 19.9 22,1 24. 26. 29, 31.8 8 1700 1875 1.1 1.3 1.8 2.6 2:1 3.11 3.6 4.23 4. 6. 5.5 7.0 7. 8. 9. 10.4 10. 12.4 12. 14. 14. 16. 16. 19.1 21. 24.1 29. 36,1 35.4 42.9 2250 1. 2.81 4.04 5. 7.1 9.1 1t. 13. 16. 19. 22. 19. 22,1 25. 28. 24, 32. 27. 36. 34. 44,9 41. 54. 49.7 64,7 5000 1500 1750 0.8 1.0 1.31 1.8 1.6 2.3 2.56 3.2 3.3 4. 4.2 5. 5. 6. 6.3 7. 8. 10. 11. 13. 15.1 i6. 20.9 25. 30,1 2000 1.31 2.0 2.9 4.0 5.2 6. 8. 6.0 9.9 9. 11. 11. 13.9 13. 16.1 15. 17. 18. 21. 19. 23. 21. 26. 26. 32. 32. 38.3 2250 1.5 2.4 3. 4.81 6.2 8. 9. 11. '14.1 16. 19. 22,1 25. 28. 31, 39.3 39. 47. 47.2 56.6 6 2500 3000 1.8 2.40 2.8 4.1 3.7 5.39 5.6 7.3 7.3 9.3 9.58 it, 13.9 16.6 19. 22. 25. 29. 33. 37.3 46. 55. 66.2 12.1 15. 18.1 21.6125. 29. 33. 38. 43.3 48. 59.9 72. 86.3 700 0.4 0. 0.91 1.24 1.6 2. 2. 3.1 3'.6 4. 4.9 5. 6. 7. 8.2 0.1 12. 14.5 '0'1'1 2000 750 0.40.1.01 1.3 1.79 2.3 2. 3. 4. 4. 5. 6. 7. 8.1 9,1 11, 13. 16.1 800 0.50.1.13 1.53 2.00 2. 3.1 3. 4. 5.3 6.1 7. 8. 9. 10.1 12. 15.1 18.0 15 900 1000 0.60.1.34 0.7 1. 1.5 1.83 2.14 2.38 2. 3. 3. 3. 4. 5.4 6. 7:3 8. 9. 10. 12.1 14.9 18.0 21.5 1200 0.91.2.0 2.8 3.6 4. 4, 5.3 5. 7. 6.3 8.3 7. 9. 8. 9. 11, 12. 11. 14. 12. 14.2 17. 21. 25.2 i6, 18.6 23. 27. 33.1 875 0.50.1,13 1. 2. 2. 3. 3. 4. 5. 6. 7.1 8.1 9.1 10. 12. 15. 18.1 2500 950 0.50.1.3 1.7 2.3 2. 3. 4.4 5. 6.1 7.1 8.1 9. 10. 11. 14, 17, 20.7 1000 1125 0.60.1.4 0.71.1.6 1.91 2.29 2. 2.99 3. 3. 3. 4. 4.7 5. 5. 6. 6. 7. 8. 10. 11.3 12. 15.6 18.9 22.5 12 1250 0.81.1.9 2.6 3. 4. 5. 6. 7.9 7.9 9. 9. 10. 10. 12. 12. 14. 13. 15. 15.1 17. 18.7 22. 26.9 21.9 26. 31.5 1500 1,11.2.5 3.5 4.59 5. 7. 8. 10. 12.1 14.1 16.1 18.4 20. 23. 28. 34. 41.3 1050 0.60.1.36 1.8 2.4 3.1 3. 4. 5. 6. 7.4 8. 9. 10.9 12. 15.1 18. 21.7 3000 1125 1200 0.61.1.5 0.71.1.6 2.0 2.29 2.7 2.9 3. 3.8 4. 5.1 4. 5. 6.1 7.1 8.3 9. 10. 12. 13. 16. 20.4 24.3 22,000 1350 0.91.2.0 2.7 3. 4. 5. 6. 6. 8.1 7.9 9. 9. 10. 11. 12. 12. 14, 13. 16. 15.1 18.1 18. 22. 26.9 22. 10 1500 1.011.612.3 3.2 4.21 5. 6. 8. 9. 11.1 12. 14. 16. 19. 21.3 27,1 32.3 26. 31, 37.9 1800 1.3 2.1 3.1 4.21 5. 7. 8. 10.4 12. 14.5 16. 19. 22. 24. 27. 34. 41. 49.5 1300 1400 .3750 0.7 0.8 1.1 1.31 1.6 1.8 2.2 2.5 2.9 3.3 3. 4. 4. 5. 5. 6.3 6. 7. 7, B. 9.1 10. 11, 13. 15.1 18. 22. 26.8 1500 0.9 7.4 2.11 2.8 3.7 4. 5.9 7.1 8. 9.9 10. 11. 11. 13. 13.4 15. 15.1 16.9 16.9 19. 20. 25. 30.1 23. 8 1700 1.13 1.7 2.5 3.4 4.5 5. 7.1 8. 10. 12.0 13.9 15. 18.1 20. 22. 28. 33.7 28.3 34, 40.8 1875 1.31 2250 1.72 2.0 2.69 2.9 3.8 4.0 5.2 5.2 6.8 6. 8. 8. 9.9 10. 13. 11.8 13.9 16.1 16. 21. 23. 26. 32. 39. 47,2 15. 18. 21.1 24. 27. 31,1 34. 43. 52. 61,9 5000 1500 0.78 1750 1.01 1.2 1.58 1.76 2.2 2.4 3.0 3.1 4.0 4, 5.1 5. 5.9 6. 7. 7.1 9.1 8.3 9. 11. 12. 14. 15.9 19. 23. 28.2 2000 1.2 1.9 2.8 3.81 4.9 6. 7.8 9. 11. 13.1 10. 12.3 15. 14. 17. 16.1 18. 19. 20. 22. 25. 25. 31.1 30. 36.3 37. 6 2250 1.49 2500 1.7 2.3 2.7 3.3 3.94 4.57 5.3 5.9 7.01 7. 8. 11. 9.3 11., 9 . 18.3 21, 23.9 26,9 30.2 37.3 44.8 45.1 53.7 3000 2.3 3.59 5.17 7.03 9.1 11. 1 a ,17.M0. , 4. '2 1. 24. 1 32. 28. 31. 36. 41. 35.5 46. 43. 57. 53. 63.1 69. 82.7 39 Table 3. Areas and Perimeters of Bars in bections 1 1•1. Wide (blabs) Areas As (or A's) given in bold type (top) in sq.in. (a) Enter table with known value of A - K or KE (M or NE in ft.kips; K from Tables 1 or 8); select b and d (in. ) (b) Enter table with known value of b and d; compute resisting moment in concrete: K X P (ft.kips) Perimeters Eo, given in light type (bottom) in in. d 4 1 5 1 6 7 17 y4 Enter table with values of As (or A'a) and Eo a du (V : Ib.; d : in.; u : psi) 1 12 113 1 15 1 17 119 121 1 23 1 25 1 30 1 3 5 .00 .O1 .013 .015 .O1 .017 Coefficients a inserted in table are for use In Ase ^ ad or As ad8 .027 .031 .03 .04 .044 pa , 12 13 14 /5 /6 17 l8 /9 /10 111 qac 2 0.30 0.66 1.20 1.86 2.64 .053 .058 .063 .07 .0 6 2 .01 4.7 7.1 9.4 11.8 14.2 .030 .035 .03 .039 .04 .051 2 ys 0.27 O, b9 1.07 1.65 2.35 3.20 .01 .021 .02 .02 2 yi .032 .033 4.2' 6.3 8.4 10.5 12.6 14.7 .06 .074 .081 .088 .106 .1 2 A 0.24 0.53 0.96 1.49 2.11 2.88 3.79 .041 .04 .049 2 .061 3.8 5.7 7.5 9.4 11.3 13.2 15.1 .019 .02 .02 .033 235 0.22 0.48 0.87 1.35 1.92 2.62 3.45 .08 .098 2% .117 3.4 5.1 6.9 8.6 T0.3 12.0 13.7 .043 .048 .051 .05 .061. 3 0.20 0.44 0.80 1.24 1.76 2.40 3.16 4.00 8 4J".: .02 3 .036 3.1 4.7 6.3 7.8 9.4 1 11.0 12.6 1 14.2 .09 .1 .11 3% 0.18 0.41 0.74 1.14 1.62 2.22 2.92 3.69 .051 .0 u .06 2.9 4.4 5.8 7.2 8.7 10.2 11.6 13.1 .169 .203 .: .3 3 0.17 0.38 0.69- 1.06 1.51 2.06 2.71 3,43 4.36 .098 314 .12 2.7 4.0 5.4 6.7 8.1 9.4 10.8 12.2 13.7 .0 .063 3 Y4 0.16 0.35 0.64 0.99 1.41 1.92 2.63 3.20 4.06 4.99 3% .25 .: 2.5 3.8 5.0 6.3 7.5 8.8 10.0 11.3 12.8 14.2 .110 4 0.1b 0.33 0.60 0.93 1.32 1.80 2.37 3.00 3.814' 4.68 4 .071 2.4 3.5 4.7 1 5.9 7.1 8.3 9.4 10.6 12.0 13.3 .212 4 0.14 0.31 0.56, 0.88 1.24 1.69 2.23 2.82 3.59 4.40 4 .12 2.2 3.3 4.4 5.5 6.7 7.8 8.9 10.0 11.3 12.5 4 0.13 0.29 0.53 0.83 1.17 1.60 2.11 2.67 3.39 4.16 4 i4 28 2.1 3_1 4.2 5.2 6.3 7.3 8.4 9.5 10.6 •11.8 .104 4� 0.13 0.28 0.51 0.78 1.11 1.52 2.00 2.53 3.21 3.94 4 1.3 2.0 3.0 4.0 5.0 6.0 6.9 7.9 8.9 10.1 11.2 .183 5 0.12 0.26 0.48 0.74 1.06 ' 1.44 1.90 / 2.40 3.05 3.7d 5 .11 1.9 2.8 3.8 �- 4.7. 5.7 6.6 7.5 8.5 9.6 10.6 .34 5% 0.11. 0.25 0.46• 0.71 1.01 1.37 1.81 2.29 2.90 3.67 5% .196 1.8 2.7 3.6" 4.5 5.4 6.3 7.2 8.1 9.1 10.1 .08 5 0.11 0.24 0.44 0.68 0.96 1.31 1.72 2.18 2.77 3.40 5 .368 1.7 2.6 3.4 4.3 5.1 6.0 6.9 7.7 8.7 9.7 .169 .178 5% 0.10 0.23 0.42 0.65 0.92 1.25 1.65 2.09 2.65 3.26 5)i .080 1.6 2.5 3.3 4.1 4.9 5.7 6.6 7.4 8.3 9.2 .3 6 0.10 0.22. 0.40 0.62 .0.88 1.20 1.58 2.00 . 2.54 3.12 6 .171 1;6 2.4 3.1 3.9' 4.7 5.5 6.3 7.1 8.0 . 8.9 .533 6 0.09 0.20 0.37 0.57- 0.81 1.11 1.46 , 1.85 2.35 2.88 6 % .29 1.4 2.2 2.9 3.6 4.4 5.1 5.8 6.5 7.4 8.2 7 0.09 0.19 0.34 0.53.-0.75 .27 1.03 1.35 1.71 2.18 2.67 7 .554 1.3 2.0 2.7 3.4 4.0 4.7 5.4 6.1 6.8 7.6 ' 7 0.08 0.18 0.32 0.50 0.70 0.96 1.26 1.60 2.03, 2.50 7 .13 1.3 1.9 2.5 3.1 3.8 4.4 5.0 5.7 6.4 7.1 .459 8 0.08. 0.17 0.30X 0.47 0.66 0.90 1.19 1.50 1.91 2.34 8 1 .257 .271 1.2 1.8 2.4 2.9 3.5 4.1 4.7 '. 5.3 6.0 6.6 .8561. 8% 0 07 0.16 0.28. 0.44 0.62 0.85 1.12 1.41 1.79 2.20 8% .451 i.l 1.7 2.2 2.8 3.3 3.9 • 4.4 5.0 5.6 6.2 .233.2 9 0.07 0.15 0.27 0.41 0.69 0.80 , 1.05 1.33 1.69 2.08 9 1.0 1.6 2.1• 2.6 3.1 3.7 4.2 4.7 5.3 5.9 .423 .46 9k.1.0 0.06. 0.14 0.26 0.39. 0.56 0.76 1.00 1.26 1.60 1.97 9 .309 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.6 0.84 10 0.06 0.13 0.24 0.37 0.63 - 0.72 0.95 1.20 1.52 1.87 10 .48 0.9 1.4 1.9 2.4 2.8-' 3.3 3.8 4.3 4.8 5.3 25 10 % 0.060.23 .36 0.35 O.bO 0.69. 0.90 1.14 1.45 1.78 1014 .885 0.9 1.3 1.8'. 2.2 2.7 3.1 3.6 4.0 4.6 5.1 .422.451 110.05 .50 .535 0.12 0.22 0.34 0.48 0.65 0.86 .0 1.39 1.70 11 1.6912. 0.9 1.3 1.7 2.2' 2.6 3.0 3.4 3.9 4.4 4.8 .729 1 �s 0.21 0.32• 0.46 0.63. 0.82 1.04 1.33 1.63 11% a - X 7 1.6 -- 2.0 2.5 2.9 3.3 3.7 4.2 4.6 1.241.3711.501.631.96!2. 12,000 020 0.31• 0.44 0.60. 0.79 1.00 1.27 1.56 .561 12 is 1 a1-1:6 '�. 2.0 ' 2.4 2.8 3.1 3.5 4.0 4.4 12 13 0.18 0.29 0.41 0.65 0.7 0.92 1.17 1.44 13 8,000 0.53 1.4 1.8 2.2 2.5/ 2.9 3.3 3.7 4.1 14 10,000 0.68 0.17 0.27 0.38 0.51 0.68 0.86 1.09 1.34 14 2.08 2.13 12,000 14,000 0.83 0.98 1.3 0.16 1.7 0.25 2.0 0.35 2.4 0.48 . 2.7 0.63 3.0 •0.80 3.4 1.02 3.8 1.26 15 15 16,000 1.13 1.3 1.6 1.9 2.2 2.5 2.8 3.2 3.5 16 18,000 1.29 0.15. 0.23 0.33 0.46 0.69 0.75 0.95 1.17 2.02 ........ 20,000 1.44 1.2 1.5 1.8 2.1 2.4 2.7 3.0 3.3 16 17 22,000 1.60 0.14 0.22 0.31 0.42 0.56 0.71 0.90 1.10 17 24,000 1.76 1.1 1.4 1.7 1.9 2.2 2.5 2.8 3.1 18 27,000 2.00 0.13 0.21 0.29 0.40 0.53 .0.67 0.85 1.04 18 1.201.271 30 000 2.24 1.0 1.3 1.6 1.8 2.1 2.4 2.7 3.0 4.0 4.; 42 16.42 r _ b Values at F = ).-D 000 12, r r (a) Enter table with known value of A - K or KE (M or NE in ft.kips; K from Tables 1 or 8); select b and d (in. ) (b) Enter table with known value of b and d; compute resisting moment in concrete: K X P (ft.kips) b: Width of compressive area d 4 1 5 1 6 7 17 y4 1 8 1 9 19 yr 1 10 111 yr 1 12 113 1 15 1 17 119 121 1 23 1 25 1 30 1 3 5 .00 .O1 .013 .015 .O1 .017 .019 .020 .021 .024 .02 .027 .031 .03 .04 .044 .04 .052 .063. Syr 010.01 .O1 .018.019.02 .023.024.02 .029.0 .033.0 .04 .048 .053 .058 .063 .07 .0 6 .01 .01 .018 .021 .023 .024 .027 .029 .030 .035 .03 .039 .04 .051 .05 .063 .069 .075 .090.1 6)4 .014 .01 .021 .02 .02 .028 .032 .033 .03 .040.04 .046 .053. .06 .074 .081 .088 .106 .1 7 .016 .02 .02 .029 .031 .033 .03 .039 .041 .04 .049 .0 .061 .06 .07 .086 .094.10 .123 .1 7% .019 .02 .02 .033 .03 .038 .042 .045 .04 .0 .056 .061 .070. .08 .098 .108 .117 .141 .1 8 ' 021.02 .03 .037.04 .043 .048 .051 .05 .061. .069. .091 .101 .112 .123 .133 .16 .1 8 4J".: .02 .03 .036 .042 .04 .0 .054 .057 .06 .069 .072 .07 .09 .1 .11 .126 .13 .151 .181 .2 9 .02 .034041 : 04 .051 .0 .061 .064 .06 .078 .081 .08 .101 .11 .12 .142 .15 .169 .203 .: 9% .03 .03 .04 .053.05 .060 .068 .071 .07 .087.090' .098 .113 .12 .143 .158 .173 .188 .226 .: 10 .033 .04 .0 .0 .063 .067 .075 .079 .083 .0 .1 .108 .12 .14 .1 .175 .19 .208 .25 .: 10 y4 .03 .04 .05 .06 .069 .07 .083 .087 .09 .10 .110 .119 .138 .1 .17 .193 .211 .230 .27 .: 11 .04 .0 .061 .071 .07 .081 .091 .096 .101 .116 .121 .131 .151 .171 .19 .212 .23 .25 .30 .1 11 yS .04 .05 .066 .07 .083 .088 .099 :105 .11 .12 .132 .143 .165 .18 .209 .231 .253 .276 .331 . 12 .060 .072 .084 .09 .096 .108 .114 .1 .13 _ :156.1 28 .252..276 .300 .3 .4 12% .048 .052 .065 .07 .091 .09 .104 .11 .124 .130 .15!) .1 .169 .195':221 .24 .273 .299 .326 .391 .4 1.3 .07 .085099 .10 .113 .12 .134 .141 .162.169 .183 .211 .2 .2 .296 .32 .352 .42 . E 13% .056 .061 .076 .091 .10 .11 .122 .137 .144 .15 .175 .182 .197 .228 .2 .289 .319 .34 .380 .456.! 14 .065.08 .09 .11 .1 131 .147 .155 .163 .188 .196 .21 .245 .27 .310 .343 .376 .408 .490.! 14% .070 .08 .10 .123 .131 .1 .158 .166 .17 .201 .210 .228 .263 .29 .333 .368 .403 .438 .52 . E 15 .075.09 .113 .131 .141 .1 .169 .178 .188 .216 .22 .244 .281 .319 .356 .394 .431 .469 .563. E 15% .080 .1 .120 .140 .1 .160 .180 .190 .200 .23 240 .260 .3 .34 .380 .421 .461 .50 .601 .7 16 1.085 .10 .12 .149 .1 .171 .192 .203 .213 .245 .256 .27 .3 .363 .40 .448 .491 .533 .640.7 1634 .091.113.13 .159.170.082 .2 .21 .22 .261.27 .29 34 38 .431.476.5 .568.681.8 17 .120.145.1 69 .181 .193 .21 .229 .241 .27 .289 .313 .361 .409 .4 .506 .554 .602 .723,0. 17W .12 .153 ' .19 .191. .23 .24 .25 .294 .306 .33 .4 .485 .536 .587.638 .766'0. 18 .13 .162 .189 .20 .21 .243 .25 .27 .311 .324 .351 .405 .459 .513 .567 .621 .675 .810 0.. 18% .14 .171 .200 .21 .228 .257 .271 .285.328 .342 .371 .4 .485.542 .599.656 .713 .8561. 19 .18 .211. .241 .271 .286 .301 .34&.3 .391 .451 .511 .572 .6321.69210 75 0.90.1. 20 21 .233.2 .267 .300 .317 .333.3831.400 .441 .433. .47 .551 .56 .62 .633.7001.7670..831.001. .698 .7721.84 510.921.10,1 22 .221 .242.282 .257 .27 .30 .294 .323 .331 .349 .363 .383 .368 .403 .423 .46 .484 .52 .605 .686 .766 .8471.9281.01 . 1.2111. 23 .309 .331 .353 .39 .419 .441 .50 .529 .573 .661 .749 0.84 0.931.01 1.101.321. 24 .336 .36 .38 .43 .456 .48 .552 .576 .624.720.8160.911.01 .1 1.2 1 .441. 25 .36 .391 .41 .469 .495 .521 .599 .62 .67 .781 .885 0.991.091.281.301.5611. 26 .39 .422.451 .50 .535 .563 .648 .67 .73 .845. 1.07 1.18 1.3 1.41 1.6912. 27 .4 .486 .54 .577 .608 .699 .729 .790 0.91 1.031.15 1.28 1. 1.521.872. 28 .4 .523 :588 .621 .653 .751 .784 .849 0.981.11 1.241.3711.501.631.96!2. 29 .52 .561 .631 .666.701 .806.841 .0111.05 1.191.331.471.611.7 2.102. 30 .56 .675 .712 .750 .86 .900 .9751.131.281.431.58 1.7 1.88 2.252. 31 .641 .721 .761 .8010.92-0.96 0.96 1.021 1 .041, 11.30,1:151:68 1.28 t 1 791.96 1.84 2.08 2.13 2.40. 2.563. 32 33 .68 .726 .768 .811 .817 .862 .853 .9081.041.091.181. .4 1.541.1 .91 2. 2.27 2.7213. 34 .771 .867 .915 .963 l..11 1.16 1.2 1.451.64 1.- 2.02 ........ 2.893. .36 0.971.03 1.081.2 1.301.4 1. 62 1 *.84 2.05 2.27 2.46 2.70 3.2 3.; 38 1.081.141 .2 1.38 1.44 1.56 1.812.0 2.29 2.53 2.77 3.013. 61 4.. 40 1.201.271 .3 1.53 1.601.73 2.00 2.27 2.53 2.80 3.07 3.33 4.0 4.; 42 1.3 1.40 1.47 1.69 1.76 1.91 2.212. 2.79 3.09 3.38 3.68 4.4115.: 44 1 .53 1.61 1.86 1.94 2.10 2.42 2.7 3.07 3.39 3.71 4.03 4.84-5.1 46 ' 1.671.7 2.03 2.12 2.29 2.64 3. 3.3 3.70 4. 4.41 5.2916.: 48 1.82 1.92 2.212.30 2. 2. 3:11033:96 4.034.4 4.805.766.! 50 1.98 2.08 2.40 2.502.713.13 3 4.384 4.79 5.216.217.! 52' 2.25 2.59 2.70 2.93 3.38 3. 4.2 4.73 5.1 5.63 6.76'8.: 54 2.43 2.79 2.92 3.16 3.65 4.16 4.625. 11 5.5S 6.08 7.298. ; 56 58 2.613.0113.173.4 2.80 3.23 3.39 3.64 3. 4.214.77 4.44 4.975.49 5.33 5.89 6.016.54 6.45 7.01 7.84 9., 8.10. 60 3.4 3.60 3.90 4.50 5.1 5.7 6.30 6.907.509.0010. 64 924.094.435.125.806.487 72 4.9715. 8 5.61 6.4817.34 8.219.07 9.9310.88113.0115. Table 1. Coefficients K. k, b p) for Rectangular Sections nG I !e K I k I J I P I k I J I P --,--- 0:344 n . 0.0060 /a 101 Ja � 8.000 a m 0.53 Ja 10,000 a s m O.GB 139 0.400 0.0089 700 1610.568 0.880 0.875 0.811 0.0249 149 0.512 0.830 0.0179 2000 750 177 0.584 0.806 0.0274 163 0.529 0.824 0.0198 i Ft 800 192 0.600 0.800 0.0300 179 0.546 0.818 0.0218 175 0.405 900 224 0.628 0.791 0.0353 209 0.574 0.809 0.0258 0.842 0.885 15 1000 255 0.652 0.783 0.0408 240 0.600 0.800 0.0300 M. A. V 0 0.0111 1200 320 202 0.693 0.568 0.769 0.811 0.0520 0.0311 303 186 0.643 0.512 0.786 0.830 0.0386 0.0224 A 2500 875 950 0.0134.: 1000 .225 240 0.588 0.600 0.804 0.800 0.0349 0.0375 208 223 0.533 0.546 0.823 0.818 0.0253 0.0273 s T 0.500 0.368 0.385 1125 280 0.628 0.791 0.0442 261 0.574 ' 0.809 0.0323 As 12 1250 319 0.652 0.783 0.0509 300 0.600 0.800 0.0375 0.0101 0.0113 169 187 1500 400 242 0.693 0.568 0.769 0.811 0.0650 0.0373 379 223 0.643 0.512 0.786 0.830 0.0482 0.0269 0.403 0.866. 1050 3000 1125 265 0.584 0.806 0.0411 245 0.529 0.824 0.0298 1 k e 0.857 1200 288 0.600 0.800 0.0450 268 0.546 0.818 0.0328 1 + J8/1Je 359 197 1350 335 0.628 0.791: 0.0530 313 0.574 0.809 0.0387 1500 10 1500 383 0.652 0.783 0.0611 360 0.600 0.800 0.0450 0:888 8 1800 480 298 0.693 0.565 0.769 0.812 0.0780 0.0459 455 275 0.643 0.510 0.786 0.830 0.0579 0.0332 P. 2J8 X k 0.382 1300 3750 1400 329 0.583 0.806 0.0510 305 0.528 0.824 0.0370 328 430 196 0.405 0.450 0.290 1500 360 0.600 0.800 0.0563 335 0.546 0.818 0.0410 R e A kj 0.344 0.375 1700 423 0.630 0.790 0.0669 396 0.576 0.808 0.0490 2 8 1875 479 0.652 0.783 0.0764 450 0.600 0.800 0.0563 482 625 0.455 0.500 2250 600 327 0.693 0.529 0.769 0.824 0.0975 0.0496 568 299 0.643 0.474 0.786 0.842 0.0723 0.0356 a = 12 000 X (averagej-value) 7L1 NE 1500 5000 .1750 403 0.568 0.811 0.0621 371 0.512 0.829 0.0448 for use in As ® or Aa m 2000 480 0.600 0.800 0.0750 446 0.545 0.818 0.0545 aE ad 2250 559 0.628 0.791 0.0883 522 0.574 0.809 0.0646 6 2500 638 0.652 0.783 0.1019 600 0.600 0.800 0.0750. R k 3000 799 0.692 0.770 0.1298 758 0.643 0.786 0.0965 I J p le 12,000 a = 0.83 Ja a 14,000 a = 0.98 Ja m 16,000 a 1.13 700 138 0.467 0.844 0.0136 129 0.429 0.857 0.0107 120 0.396 0.868 0.0087 2000 750 152 0.484 0.839 0.0151 142 0.446 0.851 0.0119 133 0.413 0.862 0.0097 800 167 0.500 0.833 0.0167 156 0.462 0.846 0.0132 147 0.429 0.857 0.0107 900 196 0.529 0.824 0.0198 185 0.491 0.836 0.0158 175 0.458 0.847 0.0129 15 1000 227 0.556 0.815 0.0232 214 0.517 0.828 0.0185 203 0.484 0.839 0.0151 1200 288 173 0.600 0.467 0.800 .0.844 0.0300 0.0170 274 161 0.563 0.429 0.812 0.857 0.0241 0.0134 262 150 0.529 0.396 0.824 0.868 0.0198 0.0108 875 2500 950 194 0.487 0.838 0.0193 181 0.449 0.850 0.0152 170 0.416 0.861 0.0124 1000 208 0.500 0.833 0.0208 195 0.462 0.846 0.0165 184 0.429 0.857 0.0134 1125 246 0.529 0.825 0.0248 231 0.491 0.836 0.0197 218 0.458 0.847 0.0161 12 1250 283 0.556 0.815 0.0290 268 0.517 0.828 0.0231 254 0.484 0.839 0.0189 1500 360 207 0.600 0.467 0.800 0.844 0.0375 0.0204 343 193 0.563 0.429 0.812 0.857 0.0302 0.0161 327 180 0.529 0.396 0.824 0.868 0.0248 0.0130 1050 3000 1125 229 0.484 0.839 0.0227 213 0.446 0.851 0.0179 200 0.413 0.862 0.0145 1200 250 0.500 0.833 0.0250 235 0.462 0..846 0.0198 221 0.429 0.857 0.0161 1350 294 0.529 0.824 0.0298 277 0.491. 0.836 0.0237 262 0.458 0.847 0.0193 10 1500 340 0.556 0.815 0.0348 321 0.517 0.828 0.0277 305 0.484 0.839 0.0227 1800 432 255 0.600 0.464 0.800 0.845 0.0450 0.0251 411 238 0.563 0.426 0.812 0.858 0.0362 0.0198 392 223 0.529 0.394 0.824 0.869 0.0298 0.0160 1300 3750 1400 284 0.483 0.839 0.0282 265 0.444 0.852 0.0222 249 0.412 0.863 0.0180 1500 312 0.500 0.833 0.0313 293 0..461 0.846 0.0247 276 0.429 0.857 0.0201 1700 371 0.531 0.823 0.0376 350 0.493 0.836 •0.0299 331 0.460 0.847 0.0244 8 1875 425 0.556 0.815 0.0434 401 0.517 0.828 0.0346 381 0.484 0.839 0.0284 2250 540 276 0.600 0.429 0.800 0.857 0.0563 0.0268 514 255 0.562 0.391 0.813 0.870 0.0452 0.0209 490 238 0.529 0.360 0.824 0.880 0.0372 0.0169 1500 5000 1750 345 0.467 0.844 0.0341 322 0.429 0.857 0.0268 301 0.396 0.8138 0.0217 2000 417 0.500 0.833 0.0417 391 0.462 0.846 0.0330 368 0.429 0.857 0.0268 2250 .490 0.529 0.824 0.0496 462 0.491 0.836 0.0395 436 0.458. 0.847 0.0322 6 2500 566 0.556 0.815 0.0579 535 0.517 0.828 0.0462 508 0.484 0.839 0.0378 3000 720 1 0.600 1 0.800 0.0750 1 686 0.563 1 0.812 1 0.0603 '654 1 0.529 1 0.824 1 0.0496 "'Balanced steel ratio" applies to problems involving bending only. 36 Table 1. (continued) nA I Jc I- K I k I J I P�.'K I k I J I P I K I k n /_ - 7 a nnn .. _ 2000 700 750 113. 126 0.368 0.385 0.877 0.872 - 0.0072 0.0080 .. 107 --,--- 0:344 .. 0.885 . 0.0060 /a 101 Z[.000 0.323 a 0.892 800 139 0.400 0.867 0.0089 119 131 0.360 0.375 0.880 0.875 0.0068 0.0075 112 0.338 0.887 15 900 165 0.429 0.857 0.0107 ...157 0.403 0.866 0.0091 125 . 149 0.353 0.380 0.882 0.873 1000 1200 193 250 0.455 0.848 0.0126 184 0.429 0.857 0.0107 175 0.405 0.865 141 161 0.500 0.368 0.388 0.833 0.877 0.871 0.0167 0.0089 0.0102 239 133 152 0.474 0.344 0.363 0.842 0.885 0.0142 0.0075 230 126 0.450 0.323 0.850 0.892 2500 875 950 1000 173 0.400 0.867 0.0111 164 0.375 0.879 0.875 0.0086 0.0094 144 156 0.341 0.353 0.886 12 •1125; 250- 207 -241- 0_5 429 -6 45 _0.857 048 0.0134.: 0.40.3.. -Q-860-.0.01.13. ..187 0.38 0.882 0.573_ 1506 312 169 •189 0.500 0.368 0.385 0.833 0.877 0.872 0.0158 0.0208 0.0107 0.0120 230 299 160 178 0.429 0.474 0.344 0.857 0.842 0.885 0.0134 0.0178 0.0090 219 287 151 0.405 0.450 0.323 0.865 0.850 0.892 3000 1050 1125 1200 208 0.400 0.867 0.0133 197 0.360 0.375, 0.880 0.875 0.0101 0.0113 169 187 0.338 0.353. 0.887 10 .1350. 1500 248 289 0.429 0.455 0.857 0.0161 23$_ ' 0.403 0.866. 0.0136 224. .0.380 0.882 1800 375 0.500 0.846 0.833 0.0190 276 0.429 0.857 0.0161 263 0.405 ..0.873. 0.865 209 234 0.366 0.384 0.878 0.872 0.0250 0.0132 0.0149 359 197 0.474 0.342 0.842 0.886 0.0213 0.0111 344 186 0.450 0.321 0.850 0.893 3750 1300 1400 1500 260 0.400 0.867 0.0167 221 246 0.359 0.375 0.880 0.875 0.0126 0.0141 209 234 0.337 0.353 0:888 8 1700 1875 313 362 0.430 0.455 0.857 0.848 0.0203 0.0237 0 86 01]? 283 0.382 0.882 0.873 345' 449 209 0.429 0.474 0.310 0.857 0.842 0.897 2250 469 222 282 0.500 0.333 0.368 0.833 0.889 0.877 0.0313 0.0139 0.0179 0.0201 0.0267 0.0116 328 430 196 0.405 0.450 0.290 0.865 0.850 0.903 5000 1500 1750 2000 347 0.400 0.867 0.0222 266 328 0.344 0.375 0.889 0.875 0.0150 0.0188 252 311 0.323 0.353 0.892 6 2250 2500 414 0.429 0.857 0.0268 393 0.403 0.866 0.0227 373 0.380 0.882 0.873 3000 482 625 0.455 0.500 0.848 0.833 0.0316 0.0417 460 599 0.429 0.474 0.857 0.0268 438 •0.405 0.865 0.842 0.0356 574 1 0.450 0.650 _..- is - -,- a e z.uv I JS a 30,000 a m 700 96 0.304 0.899 0.0044 ' 89 0.280 0.907 0.0036 83 0.259 0.914 2000 750 107 0.319 0.894 0.0050 99 0.294 0.902 0.0041 93 0.273 0.909 800 118 0.333 0.889 0.0055 111 0.308 0.897 0.0046 104 0.286 0.905 900 143 0.360 0.880 0.0067 133 0.333 0.889 0.0055 125 0.310 0.897 15 1000 168 0.385 0.872 0.0080 157 0.357 0.881 0.0066 148 0.333 0.889 1200 220 0.429 0.857 0.0107 208 0.400 0.867 0.0089 197 0.375 0.875 875 120 0.304 0.899 0.0055 111 0.280 0.907 0.0045 104 0.259 0.914 2500 950 137 0.322 0.893 0.0064 127 0.297 0.901 0.0052 119 0.275 0.908 t 1 1000 1 148 0.333 0.889 0.0069 138 0.308 0.897 0.0057 129 0.286 0.905 1 1125 178 0.360 0.880 0.0084 167 0.333 0.889 0.0069 156 0.310 0.897 1 12 1250 210 0.385 0.872 0.0100 197 0.357 0.881 0.0083 185 0.333 0.889 t 1500 276 0.429 0.857 0.0134 260 0.400 0.867 0.0111 246 0.375 0.875 f 1050 143 0.304 0.899 0.0067 133 0.280 0.907 0.0054 124 0.259 0.914 3000 1125 160 0.319 0.894 0.0075 149 0.294 0.902 0.0061 140 •0.273 0.909 1200 178 0.333 0.889 0.0083 166 0.308 0.897 0.0068 155 0.286 0.905 1350 214 0.360 0.880 0.0101 200 0.333 0.889 0.0083 188 0.310 0.897 10 1500 252 0.385 0.872 0.0120 236 0.357 0.881 0.0099 222 0.333 0.889 1800 331 0.429 0.857 0.0161 312 0.400 0.867 0.0133 295 0.375 0.875 1300 176 0.302 0.899 0.0082 164 0.278 0.907 0.0067 153 0.257 0.914 C 3750 1400 199 0.318 0.894 0.0093 185 0.293 0.902 0.0076 173 0.272 0.909 c 1500 222 0.333 0.889 0.0104 207 .0.308 0.897 0.0086 194 0.286 0.905 0 1700 270 0.362 0.879 0.0128 253 0.335 0.888 0.0106 238 0.312 0.896 0 8 1875 315 0.385 0.872 0.0150 295 0.357 0.881 0.0124 278 0.333 0.889 0 2250 414 0.429 0.857 0.0201 390 0.400 0.867 0.0166 369 0.375 0.875 0 1500 186 0.273 0.909 0.0085 172 0.250 0.917 0.0069 160 0.231 0.923 0 5000 1750 239 0.304 0.899 0.0111 222 0.280 0.907 0.0091 207 0.259 0.914 0 2000 296 0.333 0.889 0.0139 276 0.308 0.897 0.0114 259 0.286 0.905 0 2250 356 0.360 0.880 0.0169 333 0.333 0.889 0.0139 313 0.310 0.897 0 6 2500 420 0.385 0.872 0.0201 393 0.357 0.881 0.0165 370 0.333 0.889 0 3000 551 0.429 0.857 0.0268 1 520 1 0.400 0.867 0.0222 492 0.375 0.875 n JVV BEAM DIAGRAMS AND FORMULAS FOR VARIOUS STATIC LOADING CONDITIONS Equivalent Tabular Load is the uniformly distributed load given In the beam tables, pages 175 to 201. For meaning of symbols, see page 6. 1. SIMPLE BEAM—UNIFORMLY DISTRIBUTED LOAD ! Equivalent Tabular Load . . . - wl El wl R - V . . . - wl 11111111TA 2 2. Vx . . . . . . . . . . - w (2—x) M max. ( at center 8 Mx . . . . . . . . . . - 2 (I—x) Amax. at center- 5 w14 384 EI 'ex fix -2j.2 -L's Moment Ax - 24E1 ) SIMPLE BEAM—LOAD INCREASING UNIFORMLY TO ONE END 0 UNIFORMLY TO CENTER Equivalent Tabular Load16W e m 1.0264W ! Ra - Va . . . .• 9Js W Ri - Vi . . . . . . . . . - , - Ra—wx W 3Ra F.57 Ra - Va max. . . . . - 2W u , R 3 Shear 2 Vx . . . . . . . . . - W — Wxa - (12-4xa) Ax (when x < a) . , , ,- . 3 1a Sheart ZW M max. (atx m - .57741) - 2Wl - ,1283 WI - Ra U — x) — 'ea (1—x) M max. ( at center) a V3 9v3 Shear8 Mx . . . . . . . . . .\\ - 31s (la—x2) Mx when x < t` 1 _ / W. 2) \2 ala J MLAmax. at center) W/a Amax. (atx-1 1— -.51931J-.01304 Eia 60E1 Moment Ax . . . . . . . . Wx (512-4xa)a Moment Ax Wx 190EI- 1a (3x'-10/axa"F71') 3. SIMPLE BEAM—LOAD INCREASING UNIFORMLY TO CENTER Equivalent Tabular Load - 4W Ra - Va . . . .• x 21 - Ra—wax 3 Ra V (when x < a) . . , . , - Ra—wx W R -V - W R when x < a) u , R 2 Shear 2 2 Vx (whenx < 2) - (12-4xa) Ax (when x < a) . , , ,- — ( ai(21-a)a-2axa(2 24E11 Mx (whenx>aand<(a+b)) Ax when x >a)- ZW Moment 24EII (4x1-2xx - Ra U — x) — 'ea (1—x) M max. ( at center) W1 Shear8 Mx when x < t` 1 _ / W. 2) \2 ala J MLAmax. at center) W/a 60E1 Moment Ax . . . . . . . . Wx (512-4xa)a 480 EI la AMERICAN INSTITUTE OF STEEL CONSTRUCTION BEAM DIAGRAMS AND FORMULAS FOR VARIOUS STATIC LOADING CONDITION: For meaning of symbols, see page 6. 4. SIMPLE BEAM—UNIFORM LOAD PARTIALLY DISTRIBU- !Ri - Vi (max. when a < c) ?b (2c,+ b) Ff;b ) Ra - Va (max. when a > c - teb (2a+b) 2/ Vx (whenx > a and < (a + b)) - Rt — w (x—a) M max. (at x -. a + Rt / ( Rtl Ri (a + 2w / aMx when x < a) . Rix MMx when x > a and < (a + b)) - Rix— 2 (x—a)a (whenx > (a + b)) - R= (1—x) Moment SIMPLE BEAM—UNIFORM LOAD PARTIALLY DISTRIBUTE AT ONE END Ri - Vi max. . . . . . . . . - ma (21—a) Ra - Va . . . .• was 21 - Ra—wax - 21 Ra V (when x < a) . . , . , - Ra—wx M max. at x- Ri) - Ria W 2w when x < a) u , VaMx . . . . , - Rix— 2a Shear Mx (when x > a) . . . . . - Rx (I—x) - Rix— wixs Ax (when x < a) . , , ,- — ( ai(21-a)a-2axa(2 24E11 Mx (whenx>aand<(a+b)) Ax when x >a)- rwa2(1—x) Moment 24EII (4x1-2xx SIMPLE BEAM—UNIFORM LOAD PARTIALLY DIST RIBUTE AT EACH END Ri - Vi . . . . . . . . . . - w12(21—a)+wacs 2l ' Ra - Va . . . . . . . . . - W -(21—c) +wiat Vx (when x < a) . , . . . 21 - Ra—wax Vx (when x>aand <(a+b)) - Ra—Ra Vx (when x > (a + b) ) . . - Ra—wa(I—x) M max.(at x - 1 when Ri <wia) ...• R_ ±Y u , 2wi M max. at x - ! —!!-2 when Ra < wac) - Raa 2aoa Mx (when x < a) . . . . . - Rix— wixs 2 ' Mx (whenx>aand<(a+b)) - Rix— 2a (2x—a) Mx (when x> (a+b)) - Ra U — x) — 'ea (1—x) 2 AMERICAN INSTITUTE OF STEEL CONSTRUCTION SUBJECT: F-t:�AiPIP(aq UJAW Z,61 16$ij la"'5. �• TiM CLIENTS NAME JOB NO. n COOK �`�SSOCIATES IOTO ION .►JOwaKAM= eoN.4L„►Ns p •O0O pA►AK •V�NU■ . OgOV14..�.G4/PIMA bpp ATE SHEET �_ OF SHEETS 'T_ -112171 z1161q o /W.071OE 77r 90(-6cwlAIC 4aO/7-10/V�46 /N`o1ZV147/01-1 • CL��2/F� 14E4N/I(/G OF W,4 -GC Codd ccrbf7io•v. C��c�rLft-T6`,D 2 • C'o,vc E•v72T�0 (,�/�lc—E G Ga ftp rs 00DO 74� /ZLn- ��C Ste• 230e/-(c)-,�C—U�sE fJCCo�2D/�l/GGf! �• . P�G�/iDE C'�L C�,lC�l�o.rrs wy���/ .O�it�o�t/ST'/Zft�E 4/0 . S� • 22c�� 00 2304-2305 UNIFORM BUILDING CODE occupancies listed, and loads at least equal shall be assumed for uses not listed in this section but which create or accommodate similar loadings. When it can be determined in designing floors that the actual live load will be greater than the value shown in Table No. 23-A, the actual live load shall be used in the design of such buildings or part thereof and special provisions shall be made for machine or apparatus loads. (b) Distribution of Uniform Floor Loads. Where uniform floor loads are involved, consideration may be limited to full dead load on all spans in combina- tion with full live load on adjacent spans and on alternate spans. (c) Concentrated Loads. Provision shall be made in designing floors for a concentrated load as set forth in Table No. 23-A placed upon any space 21/2 feet square, wherever this load upon an otherwise unloaded floor would produce stresses greater than those caused by the uniform load required therefor. Provision shall be made in areas where vehicles are used or stored for concen- trated loads consisting of two or more loads spaced 5 feet nominally on center without uniform live loads. Each load shall be 40 percent of the gross weight of the maximum size vehicle to be accommodated. The condition of concentrated or uniform live load producing the greater stresses shall govern. Parking garages for the storage of private or pleasure -type motor vehicles with no repair or fueling shall have a floor system designed for a concentrated wheel load of not less than 2000 pounds without uniform live loads. The condition of concentrated or uniform live load producing the greater stresses shall govern. Provision shall be made for special vertical and lateral loads as set forth in Table No. 23-B. (d) Partition Loads. Floors in office buildings and in other buildings where partition locations are subject to change shall be designed to support, in addition to all other loads, a uniformly distributed dead load equal to 20 pounds per square foot. Access floor systems may be designed to support, in addition to all other loads, a uniformly distributed dead load equal to 10 pounds per square foot. (e) Live Loads Posted. The live loads for which each floor or part thereof of a commercial or industrial building is or has been designed shall have such designed live loads conspicuously posted by the owner in that part of each story in which they apply, using durable metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the building shall be responsible for keeping the actual load below the allowable limits. Roof Design Sec. 2305. (a) General. Roofs shall sustain, within the stress limitations of this code, all "dead loads" plus unit "live loads" as set forth in Table No. 23-C. The live loads shall be assumed to act vertically upon the area projected upon a horizontal plane. (b) Distribution of Loads. Where uniform roof loads are involved in the design of structural members arranged so as to create continuity, consideration may be limited to full dead loads on all spans in combination with full live loads on adjacent spans and on alternate spans. 134 1988 EDITION 2305-2306 EXCEPTION: Alternate span loading need not be considered where the uni- form roof live load is 20 pounds per square foot or more or the provisions of Section 2305 (d) are met. (c) Unbalanced Loading. Unbalanced loads shall be used where such loading will result in larger members or connections. Trusses and arches shall be designed to resist the stresses caused by unit live loads on one half of the span if such loading results in reverse stresses, or stresses greater in any portion than the stresses produced by the required unit live load upon the entire span. For roofs whose structure is composed of a stressed shell, framed or solid, wherein stresses caused by any point loading are distributed throughout the area of the shell, the requirements for unbalanced unit live load design may be reduced 50 percent. (d) Snow Loads. Snow loads full or unbalanced shall be considered in place of loads set forth in Table No. 23-C, where such loading will result in larger members or connections. Potential accumulation of snow at valleys, parapets, roof structures and offsets in roofs of uneven configuration shall be considered. Where snow loads occur, the snow loads shall be determined by the building official. Snow loads in excess of 20 pounds per square foot may be reduced for each degree of pitch over 20 degrees by R, as determined by the following formula: R, 40 2 WHERE: R, = Snow load reduction in pounds per square foot per degree of pitch over 20 degrees. S = Total snow load in pounds per square foot. For alternate design procedure see Appendix Chapter 23, Division 1. (e) Special-purpose Roofs. Roofs to be used for special purposes shall be designed for appropriate loads as approved by the building official. Greenhouse roof bars, purlins and rafters shall be designed to carry a 100 - pound -minimum concentrated load in addition to the live load. (f) Water Accumulation. All roofs shall be designed with sufficient slope or camber to assure adequate drainage after the long-time deflection from dead load or shall be designed to support maximum loads, including possible ponding of water from any source, including snow, due to deflection. See Section 2307 for deflection criteria. Reduction of Live Loads Sec. 2306. The design live load determined using the unit live loads as set forth in Table No. 23-A for floors and Table No. 23-C, Method 2, for roofs may be reduced on any member supporting more than 150 square feet, including flat slabs, except for floors in places of public assembly and for live loads greater than 100 pounds per square foot, in accordance with the following formula: R = r (A —150) .....................(6-1) 135 23-A UNIFORM BUILDING CODE TABLE NO.23-A—UNIFORM AND CONCENTRATED LOADS USE OR OCCUPANCY CATEGORY DESCRIPTION UNIFORM LOADt CONCEN- TRATED LOAD 1. Access floor systems Office use 50 20002 Computer use 100 20002 2. Armories 150 0 3. Assembly areasr and auditoriums and balconies therewith Fixed seating areas 50 0 Movable seating and other areas 100' 0 Stage areas and enclosed platforms 125 0 4. Cornices, marquees,and residential balconies 60 0 5. Exit facilities' 100 06 6. Garages General storage and/or repair 100 6 Private or pleasure -type motor vehicle storage 50 6 7. Hospitals Wards and rooms 40 10002 8. Libraries Reading rooms 60 10002 Stack rooms 125 15002 9. Manufacturing Light 75 20002 Heavy 125 30002 10. Offices -50 20002 11. Printing plants Press rooms 150 25002 Composing and linotype rooms 100 20002 12. Residential? 40 05 13. Rest rooms$ 14. Reviewing stands, grandstands and bleachers 100 0 15. Roof deck Same as area served or for the type of occupancy accommodated 16. Schools Classrooms 40 10002 17. Sidewalks and driveways Public access 250 6 18. Storage Light 125 Heavy 250 19. Stores Retail 75 20002 Wholesale IW 30002 (Continued) 160 1988 EDITION 23-A 'See Section 2306 for live load reductions. 2See Section 2304 (c), first paragraph, for arca of load application. 2Assembly areas include such occupancies as dance halls, drill rooms, gymnasiums. playgrounds, plazas, terraces and similar occupancies which are generally accessible to the public. 4Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons, exterior exit balconies, stairways, fire escapes and similar uses. 61ndividual stair treads shall be designed to support a 300 -pound concentrated load placed in a position which would cause maximum stress. Stair stringers may be designed for the uniform load set forth in the table. 6See Section 2304(c), second paragraph, for concentrated loads. rResidential occupancies include private dwellings, apartments and hotel guest rooms. $Rest room loads shall be not less than the load forthe occupancy with which they are associated, but need not exceed 50 pounds per square foot. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVILL'� CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL..BUILDING EXEMPTION PERMIT �o -MIT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO�^ ` ` U ZONING AV PARCCEEL OWNER OWNER A� PHONE NO. — 3 ISSUE OWNER'S ADDRESS LOCATION OF BUILDING D USE OF BUILDING ®�v�S — e SIZE OF STRUCTURE / Z ' �' - ` `� C 3 6 SO. FT. . X TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) . TYPE F SIDING ROOF COVERING � �,, FLO����e ESTI ATTEGD COST OF CONSTRUCTION ! `� $ AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows- .^, FRONT .'b �'-� '*'— SIDES S REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Signature of Owner�� Permit Fee - $25.00 The above described AG Building is exempt from a building permit. Receipt No. r Lf lu F_ FLOOD I PARCCEEL P.D. 1 ROOFING ISSUE . - Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B.I., Goldenrod - Applicant' ..,.i � + s �_. s . .r:. ' + ha .�' .. �qr�:;-,:y.,.,+f. ,�„ � .: t°+. ,; Y+c'•ti .y.^. .r .rt.s.. � .. - ..- .} �. ...p. _ ►' COUNTY OF BUTTE - DEPARTME.NT;O!Z� PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: 916/538-7541 PERMIT. O PLICAT'ION DATA SHEET-" Permit -No. I OWNER � '`��' � A. P N Proposed Building Use uilding Inspector �`� Date V — At time of permit application, I was advised the fol lowing data must be submitted prior to permit processing and/or issuance: 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. Energy Design Compliance and supporting documentation. 6. Statement of Intent for Non -Heated and AC Buildings. 7. Engineered truss details and layout in duplicate (required prior to plan check). 8. Mobilehome installation data including manufacturer's installation instructions. 9. Fees of $ , 10. Chico Urban Area fees paid. 11. Park fees paid. 12. - School District fees paid. 13. Sanitation approval from Health'Department. 14. City of Chico plumbing permit. 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use. --(B) Parking: 17. Improvements may be required. Contact Land Development Section of DPW. , 18. Driveway permit (construction approval required prior to occupancy). 19. Pre -Inspection for required. 20. Contractor's license information (No., Name Style, Classification). 21. Certificate of Workmans Compensation Insurance. 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑). 23. Recorded copy of Agricultural Acknowledgment Statement. 24. Letter of signature authorization. 25.- 26. ` When you issue the permit, process as follows: Mail to owner. Mail to contractor.. Telephone and hold for'pickup at office. Deliver w/inspector. Other Applicant Date GENERAL INFORMATION J. BUILDING DEPARTMENT OFFICES r HEALTH DEPARTMENT OFFICES ' Chico . . . . 196 Memorial Way Chico. 196 Memorial Way Phone: 891-2751 'Phone: 891-2727 Hours: 8:00 a.m. - 10:00 a.m. Hours: 8:00 a.m. -.9:00 `a.m. Orovi I le 7 County Center Drive Orovi I le 7 County Center Drive Phone: 538-7541�, ' Phone: 1538-7281 ' Hours: 8:00 a.m. - 5:00 P.M. Hours: 8:00 a.m. - 10:00 a.m. Paradise. . . 747 Elliott Road Paradise.. 747 Elliott Road Phone: 872-6307 - Phone: 872-6308 Hours: 8:00 a.m. - 9:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT — 7 County Center Drive, Oroville — Ph6ne:'538-7601 - Hours: 10:00 a.m. - 3:00 p.m. OPiginal -Applicant b Iricultural bt1ingefined as follows: Agricultural bui n' use farm implements, hay, grain, poultry, livestock, or other her a place of human habitation or a place of employment where ag packaged, nor shall it be a place used by the public. ;ESSOR PARCEL NO/ d�7)^ I N E R / JNER'S�A�DD�� ,CATION OF BUILDING"; SE OF BUILDING / _ -,0 11�e 5 -1- „ 1 � ucture designed and constructed to. not ' ulutral prol processed,st treated, s structu ricultural products are ZONING 41z IZE OF STRUCTURE 6p SO, FT. X i 'YPEOF CONSTRUCTION: STEEL CONCRETE OTHER (SpEcify) NOOD FRAME q TFL�e7�—LP'YPE OFSIDING ROOF COVERING 1 r�7 ESTIMATED COST OF CONSTRUCTION 4 �building front, side, and rear yard requirements of the applicable County AG Buildings shall comply with the bu 9 Ordinances as follows: SIDES REAR FRONT f five (5) feet from any septic tank or leach fields. AG Buildings shall be a minimum oresidence, 10 feet AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a from a mobilehome, and 23 feet from a commercial building. shall be located a minimum of 23 feet from a residence and AG Buildings greater than 1000 sq. ft. in floor area a mobilehome, and 40 feet from a commercial building. ove and the use I declare under penalty of perjury that the building will be used acustancd of. the building is made, dI will conforms with the AG Building definition. If any change in use or oc papprovals to contact the Department of Public Works and will obtain any necessary permits, inspections, and comply with the requirements in effect at that time and before occupancy. Date —Z 7 1 Signature of Owner 25.00 The above described AG Building is exempt from0a building permit. Permit Fee $ FLOOD PARCEL P.D. ROOFING ISSUE Receipt No. q Director of Public Works By White - DPW, Yellow - Assessor, Pink - B.I., Goldenrod - Applicant Date Certificate of Compliance: Residential Climate Zone 11 t. Project Title/� A L L_ A 69 fox Project Address ; O!g � AL 6 a �Iuiwldi.ng Permit M IO , �ICOVe Ll.P_ Checkedy/e:9"4S Date Documentation Author Telephone Enforcement Agency Use Only Glass Area % Glass BUILDING DATA �y North Condid oor Area 2�0 �, Number of Stories 2 East 3716 �$_ Sla is oor . Number of -Units South 2 57 �_ (� Single Family Detached (SFD) [ ] Addition -Alone . West Skylight 2 3•p O [ ] Single Family Attached (SFA) [ ] Existing Building Total [ ] Multi -Family (MF) [ ] Existing=Plus-Addition BUILDING SHELL INSULATION' Component • Insulation LocafianlComments• Type R -Value (attic, to. ars 4 typical, etc.) . Wall .............. - 3 ewr WALL Wall ............... Roof ............. —10 Roof ............. Floor..1 s t�t/Z ........... j Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area' Glass Type Interior Exterior Orientation (sf) (single, double) koller blind, etc.) (shadescreen, etc.) North (V '3% S Gt/l�t ORA>AES A North ( ) t East East ( ) South ' (Wr j5V? _tvI1Tr S ' South West AI'A West Skylight........ THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO ____ (inches) LocatioryDe,$crlption (kitchen; t Overhang .-Framing Type (yes/t1o) _ (metal/Wood) E AoA0111E- ' HVAC SYSTEMS Nfl imtim Duct Type (furnace, air Efficiency Location Duct. Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) �.,�� Ic � /A . ATTN t 5,7 Maximum Furnace Heating Output: Btuh, ih®T WATER SYSTEMS Tank Manufacturer/Model# System Type (storage gas etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Ch-:!zilist: Residential NOTE: Lowrise msidendal buildin rcet to the Standards must eonutr -: u tr +- • rdk a :e t :c compliance approach usrA_ Items mar h an asterisk (•) may be superscda jy en tt mz 1.,1= roquutment" • :cd. on the Certificate of Compo_ e. When this checklist is incorpera..::.*, ; . t. . r .. u,. ; ,t, 1 t fcaturu W. zit•. be considered by all parties .. .•kUng minimum component pctionr >:c .- •,... - x ::e '.:.::uxtatcry recast; whether they are shown el!,— we in the documents or on this ch-zi..... •a %e, • oesCRfvnoN _... ,....__......_�.._--i.D'.., �rr7.e ENFOItc<. •� • Building Envelope Measures §2.5352(a): Minimum ceiling insula. -;'.,m R-19 weighted average. §2.5352(b): Loose fill insulation rnar.c:. tutu's labeled R -Value. • §2.5352(c): Minimum wall insutatiat iti famed walls R-11 weighted average ('set ^..t xy.rp 7 tw exterior mass walls). §2.5352(11): Slab edge insulation - w z absorption rate no greater than 03% transmission rate no grcatu than 2 =(u,ch. 42-5311: Insulation specified or.ins . ye.,d meets California Energy Commissi-_•t standards. Indicate type and form §2-5352(fr Vapor barriers mandator'it. 'Z%inata 7.onei 14 and 16 only. 'c• §2.5317: Inflltration/Exriltration Co ".s a. Doors and windows between cor , _•bed and unconditioned spaces desiW�c,�o .*.art as leakage. b. Doors and windows certified. ?' c. Doors and windows wcatherstrify ii: alt jointl and penetrmiau caulked and sca.4. 42.5352(e): Special infdtration bare;.:. srtWIed to comply with 62-5351 meez:s CEC «,t•-idity ' standards s r §2.5352(d) Installation of Fireplace+ I. Masonry and factory -built firep'- .-iaave a. Tight fitting• closeable mr,.• wr%lass door ; b. Outside air intake with dzu,a•:; and.conuol e. Flue damper and control 2. No continuous burning gas pilo-- 3i wed. �: T HVAC and Plumbing System Met:- :,m 4 _ 3 §2-5352(8) and 2-5303: Space corse>..:rngequipment sWng attach eakulctir.,.:. ?jV - 42.5352(h) and 2.5315: Setback th,.r :t•-v'.on all applicable hearing systema, t _ ' 42-5316(a): Ducar constructed. insu. 4':md iruulatedper Chapter 10. 1976 §2.5316(b): Exhaust systems have en, controls. 1 " §T -5314(c): Gas-ftred space heating ,w:7ment has intermittent ignition dev',;.s 42.5314: HVAC equipment. water ; •o..an . showerheads and faucets certifvt; by �f,e ac_ §2.5352(i): Water heats insulation': i. r sct.(R-12 or greater) or combined intwiadvz ,rex insulation (R-16or greater): fust 5',:c;af pipes closest to tank insulated (R -'j er gmsxr). §2.5312(Exception 1): Pipe insula i ••, ,.steam and steam condensate return ; ieciranlating piping, e_ §2.5318(d): Swimming Pool Heau:a - 1. System has: a. a. Ort/off switch on heater. ?e. b. Weatherproof ttuwciioa cwt on heater, t' f e. Plumbed to allow W,*ioiN. { 2. 75 percent thermal efficiency• ]. Pool cover. 4. Time clock. r 5- Directional water inlet. 4 ,. S Lighting and Appliance Measures 42.5352(1): Lighting - 25 lumens/w : -:cgreaier for general lighting, in kitch rs &1?, :a rc:� 42.5314(c): Gas fired appliances u;!,i;rdwith intermittent ighition devices, i 42.5314(a): Refrigerators• refriger-- s,:-(ra=rs• freezers; and nuorrscent lamy'ssJlaus:<eni: - by the CEC. Indicate make and ­:,,.%1 number. COMPLIANCE STAT `,,`,SVT This certificate of oompli Mists th. building featua cos : _ f :s � spedfiptic.y. r=ded to comply with Title 24, Chapter 2-53 arx,. ac 20, Mptcar 2, Subca�r, ? 3 ., u : e _the Califon dminisuative cads: Itlis certificate has been signer y the individual with ovet•'.i 'x:.-"i;i'_ity and tlx:: .aiding owner, who shad retain a copy of it and tragi-:. -tit the certificate the buatr.' 7 Designer ?'.;i 1irC Owner Name Tttle/Ftmt: :lit' t=circ:'_ ..... Addren: Telephone . .Lie. N: (sisrtatttrc) (date) o.xi' (dater) Documentation Author Agency Name: TitkJFitrtL 'rr,cw: _ _ Address: 1. Ceiling Insulation -4 3 .1 0.80 Number of stories .1 0 R -value One Two Three R-0 -103. -49 -.32 R-19 -8 -4 .2 R-30 -2 -1 .1 R-38 0 0 0 U -value 40 -90 -37 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 27 -52 -17 -9 2. Wall Insulation 6 13 26 Single- Single - -8 -1 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 22 -37 -9 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 . 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 12 17 Insulation in Floor -20 0 4 Number of stories 13 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 18 12 -9 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 -W 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -0 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -1 -9 Number of stories 1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 0.85 7.79 " Number of Stories 5 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 .1 0.80 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points shard 0 6. Glass Heat Loss Total Climate Zone 11 ! Interior F2 factor [0.77) U -value %Glass North Percent South West .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 .2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 .14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 3 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) EfrectIve Percent Glass (percent Slaw x SC) Effective Climate Zone 11 ! Interior F2 factor [0.77) Slab Floor Raised Floor %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 123 0.5 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2; 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed 13 13 7.0 6 16. Shading (Shade Closed) 13 14 7.5 Effective Pet ces t Glass 10 11 13 14 14 . (percent Qlast x SC) 10 11 13 Effective 14 8.5 7 10 12 13 14 Gleu North East South West Skg6ght 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 36 -33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 .1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3. 0 na • not allowed 9. Interior Thermal Mass Climate Zone 11 ! Interior F2 factor [0.77) Slab Floor Raised Floor SEER Mass 12M Stories Stories 2200 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 .5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 . 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass -2 Exterior Single- Single - 0 0 0 Wall 0 Family Family Multi 9 Mass 5 Detached Attached Fame 0.00 16 0 0 0 7 0.20 10.0 3 2 1 13 0.40 7 5 4 3 23 19 0.60 12 8 6 4 30 0.80 18 10 8 5 13.0 1.00 29 24 13 10 7 10 1.20 Zonal Control Adjustment 13 12 8 I 1.40 8 7 12 13 9 3 1.60 No Cooling System Installed 10 13 11 1.80 9 10 12 12 2 2.00 10 11 13 5 11. Heating System 2 2 SE None SE or KSPF -23 -15 -11 (assume: ducts In attic) Solar 2 1 Sum of 1-6 0 _ HWR -25 or .24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 - 15 13 11 8 0 Effective SE or HSPF 0_ IE (SE or HSPF x duct eMciency) 3Q Effective -25 or -24 to -14 to -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 .24 -18 0.40 3.67 -34 30 -26 -22 .18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Climate Zone 11 ! Unit Size (sf) F2 factor [0.77) Water SEER 1199 12M 1700 2200 2700 (assume: ducts In attic) or -to to b Stm of 7-10 or Type. Type less _1699 -25 or -24 to .14 to -4 to +6 to 16 or SEER less -15 -5 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -1 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 3 1 2' 10.5 7 6 5 4 .1 0 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 ,. 13.0 20 17 14 12 9 6 -12 -9 Effective SEER -6 n None (SEER xduct efficiency) -3 -2 -2 Sum of 7-10 Solar Effective -25 or -24 to -1410 -4b +61D 16 or SEER less •15 -5 +5 +15 more 5.0 -30 -25 -21 -17 .13 .9 6.0 -12 -11. -9 -7 -6 -4 6.6 -5 -4 .4 3 -2 .2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 1 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 or Zonal Control Adjustment 14 7 I 10 8 7 6 4 3 5 No Cooling System Installed 2 Stories One -5 -4 •3 -3 -2 -2 Two + 3 3. 2 2. 2 1 Single -Family Detached and Attached Interior Mass/CFA T:►[ 2 MSS (1.7•UINC'4.21 4 TYPE I LUSS (VIMC & 4.2, Se: exposed slab) (e.cpete0 .Lb) 0% 6% 10% 15% 201/. 25% 30% 35% 40% 45% 50% 55% 60% 65x 70% 75% 60% 857'. 90% 95% 100Y. 105Y. 110Y. 115% 120% 125• QY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2S -2-7 2.9 3.2 3.4 t 3.6 3.8 * 4 4.2 4.4 4.6 4.8 5 53 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.6 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 2 2.2 2.4 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5 8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.1 4.9 5.1 5.3 5.5 5.7 5.9 WY. 0.9 1.1 1.3 1S 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 6o% 1 .1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 . 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70Y. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5. 3.7 3.9 4.1 .A.3 4.6 4.8 5 52 5.4 56 58 6 62 64 75% 1.3 iS 1.7 1.9 21 2.3 2S 27 3 3.2 3.4 3.6 3.8 4 4.2- 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 MY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 62 64 66 65% 1:4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.6 59 6.1 63 6S 67 907." 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 1001/. 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 1101/. 1.9 2.1 23 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 5 8 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5. 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 ! Unit Size (sf) F2 factor [0.77) Water 1. Ceiling Insulation 1199 12M 1700 2200 2700 Heater Credit or -to to b to or Type. Type less _1699 7 > 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 SE or HSPF WSB 5 3 3 2 :2 HSPF [0.56/5.15] POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 Solar -1 -1 .1 0 0 HWR -18 -12 -9 -7 -6 WSB.. -25 -16 -12 -10' .8 POU -18 _ -12 -9 -7 -6 n None -5 -3 -2 -2 -2 Solar 7 5 4 3 2 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 -9 Solar 8 5 4 3 3 POU -10 -6 -5 -4 -3 Multi-Famliy (individual units) Unit Size (SQ Water 699 700 1200 1700 2200 Heater Credtl or b to to or Type Type !ass 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 WSB 9 4 3 2 2 POU 9 5 3 2 2 SE None -45 -23 -15 -11 -9 Solar 2 1 1 0 0 HWR --23 -12 -8 -6 -5 WSB -25 -13 -8 -6 -5 _- eoU _23 -12 -8-_ -6 -5 IG None -8 -4 -3 .2 1 -2 - Solar 6 3 2 1 - 1 POU 1 __0 0 0 0_ IE None 3Q -15 -10 _ -8 -6 Solar 18 9 6 4 4 POU • -8 -4 -3 -2 .2 Interior Mass/CFA T:►[ 2 MSS (1.7•UINC'4.21 4 TYPE I LUSS (VIMC & 4.2, Se: exposed slab) (e.cpete0 .Lb) 0% 6% 10% 15% 201/. 25% 30% 35% 40% 45% 50% 55% 60% 65x 70% 75% 60% 857'. 90% 95% 100Y. 105Y. 110Y. 115% 120% 125• QY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2S -2-7 2.9 3.2 3.4 t 3.6 3.8 * 4 4.2 4.4 4.6 4.8 5 53 10Y. 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 25 27 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.6 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.6 2 2.2 2.4 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5 8 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.1 4.9 5.1 5.3 5.5 5.7 5.9 WY. 0.9 1.1 1.3 1S 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 6o% 1 .1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 . 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70Y. 1.2 1.4 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5. 3.7 3.9 4.1 .A.3 4.6 4.8 5 52 5.4 56 58 6 62 64 75% 1.3 iS 1.7 1.9 21 2.3 2S 27 3 3.2 3.4 3.6 3.8 4 4.2- 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 MY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 62 64 66 65% 1:4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 52 54 5.6 59 6.1 63 6S 67 907." 1.5 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 1001/. 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 1101/. 1.9 2.1 23 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 5 8 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5. 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD R -value [01 F2 factor [0.77) Measures 1. Ceiling Insulation o or f R -value 1381 . ; U -value (0.030), • 1 2. Wall Insulation /3 or Type [double] R -value [11) U -value [0.0981 3. Raised Floor Insulation or 3. R-value[19) U-value[0.0371 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a.' North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Point Scores .1 L or SC R -value [01 F2 factor [0.77) X Standard" ' f P�- &5 Type [double] U -value [0.65] % Total Glass [ 161 3. x % Glass .-y SC Eff. % Glass X 7 > _ a. D X \ _ /. ©f5 Interiorlv`nsslCFA X AREA C'l X i = % Glass SC Eff. % Glass s >__ X .419 = /. L/ X 6-y O 3. x TYPE 1 MASS AREA =$ Interiorlv`nsslCFA COND. FLOOR AREA TYPE 2 MASS AREA 8 Exterior Wall Mass NyD'. OR AREA X `L SE or HSPF Duct Efficiency [0.78] Effective SE or [0.72/6.61 HSPF [0.56/5.15] 119 x e2 = 'e, -2 t - SEER [9.51 Duct Efficiency [0.74] Effective SEER [7.03] s G:_ D Type [SGI Crediit (none] 0 c� ._. q Sum 1-6 Point Total. �� r O Sum 7-10 Point Total. ��