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040-100-053
�040� 100x053, �k` -:rB X1837 BREE QT imp MARK,-',�v D CONTR.-MICHAEL LEE f '�1 M .. ��FOUNDATION _ONLY.,FOR NEW SE` ' 040_'100=053`' 94-0055E'.:. xSNELGROVE,; MARK & MARY w ". t� CONTE :MICHAEL: LEE BUILDERS ,7'� /1''�t. 1837 BREE zCT. , CHICO .�/ �• I '! " ;CONSTRUCTION POWER/93-3976''` i ^.. U40-100-053 =•s, 119 ; E SNELGROVE,'`MARK I-I'I-*.1837'f'BREE,'CT„,DURHAM _ 'CONTR MICHAELI LEEL4 � N - .s I i V. i I; co :i RESIDENTIAL 040-10-0-053 93-3119 BPEM SNELGROVE, MARK 1837 BREE'CT, DURHAM CONTR: MICHAEL LEE NEW SF 9, 4- . 4 h Fy e OFFICE COPY _ Address GAS Meter By ELECTRIC Date�� Meter By `` i, JOB FINALED (Dattal,-i X � Signature V=OK O = Not OK• = Not Reeady °`� MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plana) OK except #'a � 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Teat-FaWC/O Concrete , 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: /. /" L"ft. 7 / /"Net: or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance 1 Date/Initials MOBILE HOME INSTALLATION (Pians) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Teat -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7.Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 4 } F r MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posta-Beams-Rftre.-Connectors Shthg: Rfg.-Bracing, 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures \ 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftre-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test J � V=OK , O = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. _letdMbwns and Special Anchors ,iSlab; Steel -Wrapped 8.Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 UF. Gas Pipe; Size -Anchors - yard gas piping: size -test Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance-Material-Su000rt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation Date/Initials PLUMBING Permit OK except #'s 16. Wet Ht en Access -Combustion Air -Baffle 7 Water Pipe es nch Neil Pro ction 8. D.W.V. Tea Fittings & Anc - aii Protection 9 hower Pan Tes First Floor -Tub Access Fes u howecond Floor___)rub Access 21. Gas Pipe; Size & Anchors Date/initials ELECT L Permit OK except #'s 24.-'Axh�m & Transformer Clearance -Ina Protection ec. Receptacles Spacing -Lig & tchbi at Doors 24. es & No. of Condu -Stapled omex Installed Close to Edge of ds & C.J. 6. quip. Ground made up w/Mach. Fastnersond-Gas & ce Circuts in Kitchen & Zductor Size/GFI ubfeed Wire Size/ ga. Cu o AI- .C. Wire Size / / ga. Cu or Al fl 29. ga. Cu or AI -Oven Circ. / ga. u or Al. Insylated Neutral (;-Yjs ❑ Yes ❑ No 3V.-Igervice-Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. othes Closet ight-Shower Light -Spa Light 33. Smoke Detector Date/Initials MECFjA MAL (Permit) OK except #'s A.C._QueWInsulation & Support 35� Fan; Exhaust above insulation 6 Condensat rai & Overflow; Size & Grade 37. Fu nc en Access -Comb. Air -Return Ar Vent -115 outl . Attic Access &Platform if Furnence in Attic egii-9`1 (/!? Date/Initials FRAMI lana OK except #'s 3 . ils�per Material & Anchors 4��Studs-Nailing, Spacing & Bracing -Plates -Sound 41- Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 3. it Stop Furr Ceilin s tai - h a ilEllia4era)& Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 46 Ing. Joist-Rftr. ties-Purlin-roof Brac Trus hthng.-Rfng. 47. Fireplace Ties or <ypeA FI -Fireplace Throat clearance Attic Access; Siz & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. W ows or Exiting D - III Hgt. ensions arage Fire Protectio n 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 3.' tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers J, 55. Sidi ailing Veneer �cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Stpr Walls; Nailing -Bolts Insulation -Wal Is -Cel II ngs 8 . nfiltration-Walls-Windows (cam e� t�#'a & Sideli( 82. §rmoke Detector F rnace; Vents -Clearance -Comb. Air -Connector - n Garage; Above Floor -Ducts -Mach. Protection Broom Exiting 6 . G.F.I. & Bath Fixtures & Tub Access -Spa 66..Elic,: Trim & Subpanel; Breaker Sizes &kabels 87. Sthirs & Rails . Fir grace or Stove; Clearances -H zth ec. Outlets at Wood Panel; Int. & Ext. Kit Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ec: Outlets & Receptacles at Kit. Counter a ge Fire Door, Swing -Landing -Closer C. Duct in Garage -Damper W6. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. /in Garage; Above Floor -Mach. Protection PI : Elec. & Mach. Equip. Listed for Location 76. lec. Receptacles in Garage; (G.F.I.)-Romex Protection X. II lation-Foam-Looked in Attic ❑ Yes W..,Guard Rails & Deck Construction -Post Caps 79. Fd : Vents & Crawl Hole Doo =Drainage & Wood -Earth arance Looked under FVr ❑ Yes Following Instld.; Drive PrYes ❑ No; Walks ❑ Yes ❑ No; Plgnters ❑ Yes ❑ No *1-,8tucco; Brown -Finish A2. . Unit; Disconnect, Electrical, Plumbing Od Vents Above Roof; Plbg: Appliance -Fireplace -Clearance to 1W Wter Well; Disconnect, Electrical, Plumbing 4 xO'�OrrElec. Trim; G.F.I. Receptacle -Underground 86. jWntilation Throughout House 67./Glass Protection 86 Corrections from Preylaus Inspections _ © LO -Met egged; Gas -Electric ' Wotfir & Sewer Connected -C/O to Grade -HD Approval �,. M 9 nergy Compliance Certificate -Other Certificates Comnlents at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California.95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 93-3119 ASSESSOR PARCEL NUMBER 040-100-053 ZONING A10 BUILDING PERMIT OWNER MARK SNELGROVE TELEPHONE SO. FT. OCC. BUILDING VALUATION 2855 R 154,170 OWNER'S MAILING ADDRESS 73 SKYMOUNTAIN CR CHICO 95928 887 M 15,966 CONTTRAACCHTOR'SNAME ICL LEE NTRACT TELEPHONE 1 343-221 28 C 364 LESS FOUP DATION -14 000 COOR'MAILING ADDRESS DRESS 1683 CARL AVE. CHICO 95928 Fireplace I A 3,000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 159,500 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 849.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1837 BREE CT DURI?AM PERMIT FEE $ 1 444.70 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 77.00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO. '3 SUBDIVISION'S NAME BP.EE IfiEADOWS PARCEL MAP 122-22/24 Each gas water heater or vent 15.00 19,01 USE OF STRUCTURE SF)f1Y Duplex ❑ Mobilehome CIOther SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home ISIGIW @20.00 TYPE OF WORK New& Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: 3 BEDROOM PERMIT FEE $ 1 97 -nn Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 23.00 200A OR LESS Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. O. OR ADDNS. ( 8 ACC. BLDS. ) 3.5C FST, CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. 3"L1'IO Classification �- ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. , Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20@1.00 Ex. Occup.FIXED APPLNS. OR ( OUTLETS(RESID.)EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, v _Building Division 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 Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 174.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15,00 Cooling 25.00 d Hoo6.50 6.50 Ventilation 9.00 PERMIT FEE $ 75.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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. 1 also a e to s ve, inde I and keep harmless the County of Butte against all liabilitie , j dgm is c s , an expenses which may in any way accrue against said Count in ons u c f t granting of this permit. X Date (Z Zp tq Sig&urg of Applicant - ❑ Owner ❑ Contractor ❑ Agent I I An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in he'g t. Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 c -� copAl- �V TOTAL FEE $ 1.897.20 HA2. D. FEE IMP FLOOD rr COF ARCEL PD -UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS Al By. Date (p PERMIT EXPIRES ON qS I ete) ReceiptNo. 148715--687.00// l A'/() .,)0y WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califorr.;a.95965 - Telephone (916) 538-7541 n' PERMIT NO. g` APPLICATIOAND PERMIT 7 C3//q ASSESSOR PARCEL NUMBER � ZONING /1-/0 -/O BUILDING PERMIT , OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILIN gQDRESS5,�f Jz Vc' WA/in�r ,'` g,zp CT (� O CONTRACTOR'S N E / �. TELEPHONE CONT ACTOR'S m7,4479/ A%, V� r � 'Less v T� a O Fireplace pp 0 CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 EPermit Fee 8Y •S $— ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS aF,00 1-4 Energy Plan Checking Fee Z?j.�'° ' Penalty $ BUILDING ADDRESS/,A-3,7 I-AMPLUMBING _ PERMIT FEE $ PERMIT Filing Fee 20.00 Each Trap fL 7.00 Op Solar or heat pump water heater 23.00 LOT NO. -3 SUBDIVISI N'S^N E I)r� R �C/�• PARCEL MAP [22 ----2 1 Water piping 15.00 1511- Each gas water heater or vent 15.00 _po SF USE OF STRUCTURE Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15;7-cvp Building sewer 15.00 Cip Mobile Home IS G W @20.00 TYPE OF WORK New Addition O Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: 5 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main ServiceBOOV OR LESS I 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCC OR ADDNS. ( a ACC. BLDS. 3.5C F°: , CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI-UUTL NON.RESID. ( BRANCH CIRCUITS ) @7.50 POW ER APPARATUS 18 SINGLE OUTLET CIR. I Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ 1 00 Ex. Occup.FIXED APPWS. OR ( OUTLETS A=.,EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker'sS• Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling �O Hood 6.50 Ventilation L C�_ 5-5Dc� PERMIT FEE $ I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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 anyway accr agains aid County in consequence of the granting of this permit. X Date /, Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent- If An OSHA permit is required for excavations over 5"0" deep and emolition or construction of structures over 3 stories in height. Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ- 0. FEES IMP F10 CDF RCEL PD ISSUE .✓ This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON /Date/ Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OLD NROD-APPLICANT L �z s -x LIA 7 v V j 3 i ''=11PJ ; C _ 1 lits • ..i _V✓.lV1,4 C V ll Inspector REV 10/92 t COUNTY OF BUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 1469 Humboldt Road, Chico,CA - (916) 891-2751 7 County Center Drive, Qroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307' CORRECTION NOTICE _ OVVW1R PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist of ' the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, -, please con this office immediately. t be - T— 34 r? AIN i ''=11PJ ; C _ 1 lits • ..i _V✓.lV1,4 C V ll Inspector REV 10/92 COUNTY OF BUTTE, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA.- (916) 891-2751 7 County Center Drive, Oroville, CA.- (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE { OWNER U PERMIT NO. _A A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact office immediately. 1.IMLL1UIt1-1��!i'L�C'�.lr/�L'rV Date 5 REV 10/92 Inspecctor. (� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE v • a OWNER PERMIT NO. -u A routine inspection indicates that the following violations of Butte County Ordinances exist at a the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, - please contact this office immediately. (�Ow U Date nspector, REV 10/92 Owner Permit No. (DUPLICATE) $ ENERGY 0F.R111 TTCAT I(►N --Bree CourtDurham�Ca. l�;T_rn�,,,r,.,r._.-�•-� LOCATION A.P. Pi DESCRIMON fol ANSMATI:ON . : ROOF' Mut:erial___ —_ _-•-•-., #ITAgd W6 ma _.. I'hickne6s(Lncl►es)—_ xIiAXF -1 Resistance (R E)C7'F:RIOR WMJ- SCHULLER INT lincerial, FIBERGLASS BIATTS ;,: #lxtlnd NtBrt►a Thicknevs(inches)`6" _ �,,.�.,, xllPstt��l Reelstanae 1t V, CEMINGFIBERGLTSASS BATSCHULLER Ifs Ii wt or Bhtitket Type _._�_ 1'hlckne:�s(iitelkes) 12"—___��' 'ihem=�1 Recist+lnee(R V4 It Loose Fil). Type FIBERGLASS- RrW Map, SCHULLER - Miuimum Thickneso(Inches) 16" _ NulgIer til Bags 32 Wt. y Ij Area covered(ft. ) 1350 Therm+l Resistance(" V� FLOOR, ELEVATED Material FIBERGLASS BATTS 'll� ickne:+s (incl►es) 6a" _�,..�, FLOUR, SLAB Material_ 't'1►ickfiea s ( inches) I I 1 1 It 1lraad film"SCHULLER IN' Thsrnlnl Resistance(" V Iwend Home TtteMll Reaistance(R V IJJA t ►( It, yes - y FOUNDATION WALL. Material_ 'rl+i.ckne.+s(inches) {l �FYisk4tlCs(R V I hereby certify that the above insu 1 V#N up Pll�d ih'th In conformance With the State of Calitprlt 0 $n0uay Requiretaenta, I. UI:RKE INSULATION CO. , INC -,�, x,,499150 �' p`' ZT M tiMJE /OWNER $TAT" CONTRACTOR '$ 1.ICf? t1S L �:NO, fl + l February 16. 1.995 : EOF INSTAI.LA1 N APPLICATO�t DATE I hereby certify the above insulation and all-lrequired items as sltown all>� Bui ldl.ng Department approved plans and SGt0r.Mggilta 1►4ve been installed 40; required by the State of California Epargy Requirements, All equipment, devices and materials are of the quality prescribed or ar* specifically approved by the State of G81UPTOVi, ,! FIRM NAMEprint)./+XJNER (Please 81A CONTRACTOR+$ LICENSE SIGNATURE OF (IENERAL CONl'RACTOR OWNER paTE { THIS CERTIFICATE MUST BE ON FILE WITN Ti1R OUII.ClINa DEPARTMEM'pltl0ll j'Q .1 • ' INSPECTION APPROVAL AND A COPY SIML14 NB FA$TRR,WiT111N T11F. BUT.LPI"O ;•,,, .� .lanusry • ��n.-.?i «�'t;M?S'�,..• �..�i'ti#",•• .x rc--�i �; v-�''"'"''„yr"' '."{,.t-Fj,'T' • F"'�pz. ,'irai.�aa'•R;,,l- '. �tL/"^Z,-i'w+,�*�,,-'"r-M.---ry':w,,,...r�',. �.'`y"'""_ r — f• 1 C ,- ; TTYOF,BUTTE -DEPART MEN TOFDEVFLOPMENT SERVICES - BUILDING DIVISION > 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT.APtiPLICATIO.N DATASHEET OWNER /�/L� JNG u L " - A. P. No. 0 410 1.66 -0 S� Proposed 6uilding Use , _ e Building InsLp� ofC<Z> Date T At time of permit application, I was advised the following data must be submitted prior to permit 9rcess�ing and/oissuance: (� DATE RECEIVED 1. All items have been submitted . .................................... ~ „) 8y— . 2. Plot plans, 3/4 sets, signed by preparer of plans. ...................... 'jO � �"`"" 3, Complete plans, 3/4 sets, signed�by preparer of plans. .4. Engineered plans and calcs, 3/4 sets,.,with wet signature on plans. ......... Zy s 5. Hazardous Material Form. /.� 70 6. Energy-Design=Comapliance and supporting documentation. ... �. ; .?,...... - ~-- 7. Statement-of=tntent for Non -Heated and A/C Buildings . ............... k--Engineered-� - Engineered truss details and layout in duplicate (required prior to plan check). . . 9. Mobilehome datig, and manufacturer's installation instructions, 2 sets. . Fees of $................................... . 1. Irr�R�ct 1eesras �b6Jwn-on attached schedutlet _-2..�Lc� ..................... alifornia Department of Forestry plan approval /fees . ....................... . H* 13. lood elevation letter (100 year flood) by California Engineer ................... c •� Sanitation and plot plan approval i% 0_ v Health Department . ............ jqlllSj (7-- 15. City of Chico plumbing permit . ........................................ 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 1 Contact Land Development !about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval_ required prior to oc_cupancy). .. .. ... . Pre -Inspection request 20. Pre -inspection for required. . to suing Inspector (Date) 21. Contractor's license information. No., Name Style, Classification). .. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Al -,Own r -Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. .... .................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... . 29. Documentation of legal access . ..................... :................. **-*********- 30. Documentation of 50% subdivision developed or (A). Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ....t........... Existing violations/expired permits . ...................................... Ian check list. .......`............................................. . i 33.- -34. When you issue the permit, process as follows:Mail to owner. Mail to contractor. Telephone j43 -2219 and hold for pickup at OGa U ( o ( e. Deliver with inspector. Other Parcel Creation Acreage Applicant Date 7111 -71—C -LZ Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date Q Gj The following data must be submitted! 1. Index permit'for above items No. _ 2. Additional items required: above). -,''___ on�e'signer, owner, was advised of above required data by ✓phone _ mail Counter byrCK�Vate U Contractor, designer, owner, ` 0- ddvvised of above required data by _ phone _mail Count r by _ Date Plans checked by K �t/ Datedans approved by}i Date Z,-' Sets of plans on hold iny File cabinet AP folder Copy - Department of Public Works j t F.H. USI: ONLY • Hot Plan Atu.chcd — �. • lm • a Moor 1'I:m AU:,chi•d • ' .. ' Sent W B.U. = — / TO: Building Department �77� FROM: Environmental Health SUBJECT: Sanitation Clearance- S-e-�-� Own Location AP# Plan.'Approved for: Sewage Disposal Water Supply:. Public Private 'Well Clearance forte bedroom riehome. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/92 Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 /OWNER / �/� slvezA.P. PROPOSED BUILDING USE DATE Y% / 1 REC . # DATE REC SCHOOL DISTRICT FEES dDC)KY� �• (Paid at District Office) ......................... SHERIFF FEES (paid at Building Department) Residential...... x =$ �� U unit amt. Commercial (sqft) x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division)............... 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER yl� lqY �- ��u'53 Azzy /(Q/z At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT Return to Suii4(N9 D i V AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Setrion~2;-8.1• of the Butte County Code 7 requfres.this acknowledgement be recorded / prior to issuance of a building permit. - _S Act The property described herein is adjacent--_- c7x4 (T UA to land or. included within an area zoned - for agricultural purposes, and residents - of this property may be . subject to incon- ��� .I � 16 << veniences or discomfort arising from the use of agricultural chemicals, including, _ `fir but not limited to herbicides, pesticides, _ � and fertilizers; and from the pursuit �J CU of agricultural operations including, �17 but not limited to -cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have asa priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. Alltiyat -.real .:praperty.'.`-situate in . the County of Butte, State of California, -described as follows: Date: State of V ) SS. County of k�) 94-0151511' Rec Fee 12.0.0 I Cash 12.00 Recorded Official Records I - County of I Butte Candace J. Grubbs I Recorder I 9:03am 6 -Apr -94 1 PUBL XX 3 PROPERTY OWNERS: On this the Srl- day of 1994A before me, the undersigned Notary Public, ersonally appeared nul„ulnmanua,tllutIIBIO,RA„i;�,�iI,I,,,,,,t1U111 Personally known to me. Q -Proved to me on the basis OFFICIAL SEAL of satisfactoryevidence. 9 27 -to be the erson EULENE MORGAN p (s whose name(s) NOTARY PUBLIC -CALIFORNIA Msubscrlbed to the within instrument an acknowledged that COUNTY OF BUTTE 0 g SMyCommission Expires Apr. 16.1997:executed the same for the purposes therein contained. IN WITNESS GSI::::::::Ilnllll,nu��Illl�litl„ml�,.Ii„I,::unl,IwlunnuijHEREOF, I hereunto set my hand and official seal. _ Present A.P. No. Notary Public 91-30535 ' PARCEL 1: LUT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BREE MEADOWS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 6, 1991, IN BOOK 122 OF MAPS, AT PAGE(S) 22, 23 AND 24. RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITIES OVER BREE COURT, AS SHOWN ON THE ABOVE MAP. SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED FEBRUARY 7, 15191, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91- 4783. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS AND PUBL-C AND PRIVATE UTILITIES, DESCRIBED AS FOLLOWS: A PORTION OF ALLOTMENT NO. 67, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CF.LIFORNIA, ON FEBRUARY 13, 1919, IN BOOK 8 OF MAPS, AT ?AGE(S) 23 AND 24, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID ALLOTMENT NO. 67, SAID CORNER BEING IN THE CENTERLINE OF LOTT ROAD; THENCE FROM SAID POINT OF COMMENCEMENT AND RUNNING ALONG THE SOUTH LINE OF SAID ALLOTMENT NO. 67 SOUTH 89 DEG. 19' 13" WEST AT A DISTANCE OF 318.13 FEET; THENCE NORTH 00 DEG. 36' 00" WEST, A DISTANCE OF 299.13 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88 DEG. 53' 51" EAST, A DISTANCE OF 114.43 FEET; THENCE SOUTH 00 DEG. 36' 00" EAST, A DISTANCE OF 30.00 FEET; THENCE NORTH 88 DEG. 53' 51" WEST, A DISTANCE OF 114.43 FEET; THENCE NORTH 00 DEG. 36' 00" WEST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. PARCEL III: AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITIES OVER LOTS 1, 2 AND 4 THRU 7, KNOWN AS BREE COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BREE MEADOWS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 6, 1991, IN BOOK 122 OF MAPS, AT PAGE(S) 22, 23 AND 24. CONTINUED - 91-30535 PARCEL AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC AND PRIVATE UTILITIES OVER THE NORTH 60 FEET OF THE FOLLOWING DESCRIBED PROPERTY: A PORTION OF ALLOTMENT NO. 67, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", WHICH MAP WAS RECORDED IN THE OFFICE 'OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 13, 1919, IN BOOK 8 OF MAPS, AT PAGE(S) 23 AND 24, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE CENTERLINE OF LOTT ROAD, SAID POINT BEING SOUTH 0 DEG. 36' EAST, 946.52 FEET FROM THE NORTHEAST CORNER OF SAID FARM ALLOTMENT NO. 67, SAID POINT BEING THE SOUTHEAST CORNER Or THAT PARCEL OF LAND DESCRIBED IN DEED FROM MELVIN FRENCH, ET UX, TO LOYLE A. BOONE, ET UX, RECORDED DECEMBER 17, 1947, IN BOOK 467, PAGE 225, OFFICIAL RECORDS; THENCE ALONG THE CENTERLINE OF SAID LOTT ROAD, SOUTH 0 DEG. 36' EAST, 306.48 FEET TO A POINT WHICH IS NORTH 0 DEG. 36' WEST, 25 FEET FROM THE SOUTHEAST CORNER OF SAID FARM ALLOTMENT NO. 67; SAID POINT BEING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN DEED FROM JOSEPH PEIRANO, ET AL, TO MELVIN FRENCH, ET UX, RECORDED OCTOBER 18, 1947, IN BOOK 421, PAGE 52, OFFICIAL RECORDS; T::ZNCE RUNNING SOUTH 89 DEG. 18' WEST ALONG THE SOUTH LINE OF SAID FRENCH PARCEL, 203.20 FEET TO THE SOUTHEAST CORNER OF SAID FRENCH PARCEL; THENCE 11CRTH 0 DEC. 36' WEST, ALONG THE WEST LINE OF SAID FRENCH PARCEL, 304.70 FEET TO THE SOUTHWEST .CORNER° OF AFOREMENTIONED BOONE PARCEL; THENCE ALONG THE SOUTH LINE OF SAID BOONE PARCEL NORTH 88 DEG. 47' EAST, 203.20 FEET TO THE POINT OF BEGINNING. E 0 0F Dr)C�.)4"�t�T C 1*4 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �• (One Form Per -Building) 1, School District��`/i/!/�/Building Department No. A.P. Number 0Vd—/)O - 0_T_3 Jurisdiction 0 City County Property Owner /yl��K-5����Jf'Deje_ Property Location/Address G 4. IT /� ✓,��/J /j� �� Subdivison Lot No. Residential Development 0 Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 New Building Department Representative 0 Sq. Footage Addition (Including Exterior Roofed Areas) (Floor Plans reviewed by School District Personnel) Date District Identification No. School District certifies that 0 v►�'G�/ t—'���/ �� Applicant) l� 3 (Street Address) /�. (Phone /Number) (City) (State) (Zip Code) 9b has complied with the req �ments of Resolution No. y payment of $ 6. representing .S square feet. S hool Dis* ict Representative Dat Paid by Check Number Bank Number Paid by Cash Remarks: If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project • is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92) c March 31, 1994 DURHAM UNIFIED SCHOOL DISTRICT DONALD C. McNELIS, District Superintendent P.O. BOX 300 DURHAM, CALIFORNIA 95938 (916) 895-4675 FAX (916) 895-4692 BOARD OF TRUSTEES Linda Boles Michael G. McDonald Edwin E. Ryon Tom Simmons M. Anthony Soares Michael Viera Building Inspection Division County of Butte Oroville, California 95965 Dear Mr. Viera: This is to confirm our telephone conversation today regarding the non-payment of school impact fees resulting from the return of a check marked "Non -Sufficient Funds" for A.P number 040-100-053. A copy of the $4,710.75 check dated December 20, 1993 is enclosed. This check has not been made good in spite of two previous contacts I have had with Michael Lee, the issuer. The property owner is Mark Snelgrove. This is to notify you that school impact fees have NOT been paid on this parcel as a result of the NSF check, and to request that you not issue any further permits until such fees have been paid in good funds and you are so notified in writing by this office. Your help in resolving this matter is greatly appreciated. ,names1; jonansen Busing✓ s Manager cc: Michael Lee Mark Snelgrove DURHAM ELEMENTARY SCHOOL BARBARA J. JOHNSTON PRINCIPAL Phone 895-4695 DURHAM DURHAM INTERMEDIATE SCHOOL HIGH SCHOOL STEPHEN J. PILUSO JAMES D. GWYN PRINCIPAL PRINCIPAL Phone 895-4690 Phone 895-4680 • A & Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 893-0631 December 20, 1993 Building Department County of Butte 7 County Center Drive Oroville, CA 95965 Attention: Building -Official Reference: Bree Meadows Subdivision - Lot 3 lobGentlemen, "D The required finished floor elevation is171.98 s shown on the recorded final map. The storm drain drop inlet grate, located in the cul-de-sac curb and gutter between lots 2 and 3, is at elevation 169.55. The finished floor shall be 2.43 feet above the drop inlet grate. Please call if you have any questions. Sincerely, James S. Shipley, JS: ch Encl. Post--llt'" brand fax transmittal memo 7671 1a or pages ► TI M gAIEL ,P.ocl� F 61a /E Co. Co. Dept. Phone N `g q . 7.5q-1 Fax N O Fax #i 559-214-0 5 9 - 214-v FILE CO PY V=OK O=Not OK �.=NotReadyeble MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Teat-Fell-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp-Concrete 6. Gas; Location-Teat-Wrap: / /"L"ft. / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Q. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joista-Decking-Bracing-Stairs-Rails 4. Wood Awn.; Posta-Beams-Rftrs.-Connectors Shthg.-ft.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Truases 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings Date/Initials 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 -Pane lboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O =Not - = Not Applicable SIDENTIAL ' =Not Reedy 50 9' 1j`" (4"V" 0,4' Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 1A I \ 1 3. Fta., Gareae; Soils-Steel-Elec. Grnd.-/ /" Fta. Deo i 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -teat 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'a 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ina. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuta in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except N's 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plana) OK except #'a 39. Sils, Proper Material & Anchors 40. Wells Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Walls (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing (Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insu lation-Walls-Cel I I nas 60. Infiltration -Walls -Windows Date/Initials FINAL (Plana) OK except #'a 61. Ext. Steps -Door & Sidelight Protectlon-Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66.. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. KIt.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct In Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yea 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 80. Following Inatld.; Drive ❑ Yes ❑ No; Walks ❑ Yea ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg -Appliance-Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Eneray Compliance Certificate -Other Certificates Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P RMIT NO. APPLICATION AND PERMIT 93-3976 ESSOR PARCEL NUMBER ♦ 040-100-053, ZONING A10 BUILDING PERMIT OWNER MARK SNELGROVE TELEPHONE SQ. FT. OCC. BUILDING VALUAT OWNER'S MAILING ADDRESS 73 SKr,10UNTAIN CIR CHICO 95928 CONT EST 14,000 _ CONTRACTOR'S NAME P4ICHAEL LEE TELEPHONE 343-221 CONTRACTOR'S MAILING ADDRESS 1683 CAROL AVE CHICO 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS – "T^ DIM - PERMIT FEE $ 2R7.31 f; PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBOIVISION'SNAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF �ii Duplex O Mobilehome O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ElAddition ❑ Remodel ElUtilities 1:1Installation C3Other CXX Describe Work: "FOIRM ATION FOP, HOTISEE PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 ?1. PF, .<',fTT 0,3-3119 Main Service I "'OR"' ) 23.00 200AORLESS Main Service I 200A TO 100oA ) 46.00 NEW CONST. DWELLING OCCUP. s0, OR ADDNS. I & ACC. BLOS. ) 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions C de a d my license is in full force and effect. License No. 6 7D Classification � �' ❑ I, as the owner, or tny employees with wages as their sole compensation, 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 contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON RESID. ( BRANCH CIRCUITS ) @7.50 I POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES BAL. so Ex. Occu FIXED APPWS.OR p I OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. Af-have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 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 Butte County Ordinances and California 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 to saMand keep harmless the County of Butte against all liabilities u gme expenses which may in any way accrue against said County ' c rise uanting of this permit. X Date ( -ZLooL., 3 Signa ure of Applicant -Owner Contractor ❑Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structtuurreesf over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ i CONST. TYPE TOTAL FEE $ 287.3 HA2. D. FEES IMP Fl 0 CDF PARCEL Po HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Cod and/ Resolutions to do work indi at Ove or whi ees ve been paid. CTO P /B/L9C WORKS BY ."`__mate '�✓ �"L. PERMIT PIRESON 2/ �>EC 9 — (Da rel Receipt No. J 'J " [ ��� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,,y)'.,'Yti ti►�{�,-y,'�'ti'�,X�„w.rlbt,+T''�,;1'�,C'ti.^�'�'`�j*+`�+'��v�''`�'f'�'�'��'`�`%i'.�'i`t,,r�''-y`�ipCp'�"`t"yrf"'+�r'"2'1�'Y,C•-a�+y'�'�(�''�L`."`'r-yr��•^�-1'�/'`�:rr'" •,-� .•, COUNTY OF BUTTE -DEPARTMENT OF DEVEL OPMENTSERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER COU E- A. P. No. ol Proposed Building Use Building Inspector Date )Z IZt ! ci Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: / DATE RECENED BY ✓ 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.a bout (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for PInsplon `eq°�- required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ........................................ ......... . 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date 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 _ mail Counter by Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works '�.`�-wv�*-- i-.�.'`^:L�+��s�.-;.e'.�.-rl•..kltn^�--.+.�-^•r-r'.•:...J�..t+eti.+.r.�:ti,tL„�,� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER 3- A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ` pease contact this. `office immediately. `%/ vL? Date d Inspector REV 10/9? COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, :California 95965 - Telephone (916) 538-75 PERMIT No. APPLICATION Ab PERMIT nsSE V4T E BV 053 1l1 zoNltlG 10 BUILDING PERMIT" OWNER MARK & MARY SNOWNROM SNELGROVE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER' U ADDREoSS ymuntain Cr, Chico 95928 CD"T"ffc'06'l Lee Builders TELE SI E 2219 C} CONTRA TQF)yS�AII�NGiI{D`IR"32 , Chico 95926 J 11 Fireplace CONST'TllIUUN LENDER e�iama Bank UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,pQ Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑x Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition O O El ❑ Utilities Installation Other7 construction power /93-3976 Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 800V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) 3.50 FST(,, CONTRACTORS LICENSE LAW( I dgglare under penalty of perjury (check one) f I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Cod� g�a my license is in full force anti effect. License No. li`t� O Classification (Zj� ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWERAPPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ I. Ex. Occup. ( OUTLEDTS RES D:OR ) 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. Ix I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self-insure.Cooling ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 43.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Hood 6.50 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 Butte County Ordinances and California 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. 1 also agr a to save, indemnify and keep harmless the County of Butte against all liabilities j dgm nt ost , d expenses which may in any way accrue against said Count n ons u e th 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 construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 43.00 HAz- D. FEES IMP FLOOD CDF PARCEL PD HD Issu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF P SIC WORKS ` By A07X94�7 - Date PERMIT EXPIRES ON 9,5 (D#t,) Receipt 16-3 6 f--? WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I h COUNTY -OF BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION (/ 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMITAPPLICATION DATA SHEET OWNER S,40 oL A. P. . 'Y O ^ /7 0 - O 5-3 Proposed Building Use c/'.o� OBuilding Inspector G Date/ -3 At time ofper . application, I was advised the following data must be submitted prior to permit processing and/or issuance: ' r DATE RECEIVED BY v 1, All items'have been submitted. ............. ................. . 2. Plot plans, 3/4 sets, signed by preparer of plans . ....................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ............................................. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and; layout in duplicate (required prior to plan .check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...... 1... . 10. Fees of $ ..... .................................. 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan ,approval/fees. ......:................ . 13. Flood elevation letter (100 year flood) by California Engineer. ................. . 14. Sanitation and plot plan approval. Health Department. ........... . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ......... 18. , Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . s °��9 nrequest20. Pre -inspection for required. . olsp- (Date 21. Contractor's license information. (No., Name Style, Classification) . ............... 22. Certificate of Workmans Compensation Insurance . ........................ . 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... ' 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. ..................................... . 32. Plan check list . ..................................................... 33. 'A When you issue the permit, process as follows: Mail to owner. ✓1Aail to contractor. Telephone and hold for pickup at q ce�_ Deliver with inspector. Other I Parcel Creation I Acreage Applicant Date 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 _ mail Counter by _ Date. Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File;cabinet AP folder Copy - Department of Public Works *16n Ro �c�'P6 tiq 1 V , AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 94 " 15 (5 FOR RESIDENTIAL DEVELOPMENTS26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to -issuance of a building permit: !S eS �( � The property described herein is' adjacent _(��� U ll (T to land or. included -within an area zoned A for agricultural purposes, and residents- 7W) of this property may be subject to incon-� I ( It 17' ( < veniences or iscom ort arising from the use of agricultural chemicals, including, `PW? q (F_00 but not limited to herbicides, pesticides, -------- �-__ and fertilizers; and from the pursuit %1Z A,� N ��U a L 7~ of agricultural operations including, but not limited to. cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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 discomfort from normal, necessary farm operations.. All thdt -.real :pro.p'erty:-'situate in . the County of Butte, State of California, ' described as follows:- 94-015151 ollows:- Date: �� C State of v ) SS. County of �) On this the S t undersigned Notary l� 94-015151 1 Rec Fee I Cash Recorded I Official Records I County of 1 Butte 1 Candace J. Grubbs I Recorder I 9:03am 6 -Apr -94 1 PUBL PROPERTY OWNERS: 12.00 12.00 XX 3 day of , .199' , before me, the Public, Ifersonally appeared �SCIRutxettBtatUtlWtltutimtuotnenttntutuRRttgttithes Personally known to me. -Proved to me on the basis "- OFFICIALEAL D of satisfactory evidence. 990027 ¢� •" �,.y- EULENE MORGAN tto be the persons whose name(s) NOTARY PUBLIC -CALIFORNIA Mubscribed to the within instrument an acknowledged that COUNTY OF BUTTE g �mycommissionExpiresApr.16,19971 xecuted the same for the purposes therein contained. IN WITNESS s;::',:;Ionunnuunnnttnnntnsu�ttotjtatutl�utottattt THEREOF, I hereunto set my hand and official seal. Present A.P. No. Notary Public I , _ 1 AL 94-15f51. 91-30535 PARCEL I: LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BREE MEADOWS SUBDIVISION", WHICH. MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 6, 1991, IN BOOK 122 OF MAPS, AT PAGE(S) 22, 23 AND 24. RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITIES OVER BREE COURT, AS SHOWN ON THE ABOVE MAP. SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED FEBRUARY 7, 18'91, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 91- 4783. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS AND PUBL-C AND PRIVATE UTILITIES, DESCRIBED AS FOLLOWS: A PORTION OF ALLOTMENT NO. 67, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CP LIFORNIA, ON FEBRUARY 13, 1919, IN BOOK 8 OF MAPS, AT ?AGE(S) 23 AND 24, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID ALLOTMENT NO. 67, SAID CORNER BEING IN THE CENTERLINE OF LOTT ROAD; THENCE FROM SAID POINT OF COMMENCEMENT AND RUNNING ALONG THE SOUTH LINE OF SAID ALLOTMENT NO. 67 SOUTH 89 DEG. 19' 13" WEST AT A DISTANCE OF 318.13 FEET; THENCE NORTH 00 DEG. 36' 00" WEST, A DISTANCE OF 299.13 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88 DEG. 53' 51" EAST, A DISTANCE OF 114.43 FEET; THENCE SOUTH 00 DEG. 36' 00" EAST, A DISTANCE OF 30.00 FEET; THENCE NORTH 88 DEG. 53' 51" WEST, A DISTANCE OF 114.43 FEET; THENCE NORTH 00 DEG. 36' 00" WEST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. PARCEL III• AN EASEMENT FOR INGRESS, EGRESS, SUPPORT, STORM DRAIN AND PUBLIC UTILITIES OVER LOTS 1, 2 AND 4 THRU 7, KNOWN AS BREE COURT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BREE MEADOWS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 6, 1991, IN BOOK 122 OF MAPS, AT PAGE(S) 22, 23 AND 24. CONTINUED �9-1-30535 PARCEL IV: AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC AND PRIVATE UTILITIES OVER THE NORTH 60 FEET OF THE FOLLOWING DESCRIBED PROPERTY: A PORTION OF ALLOTMENT NO. 67, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISIONAL PLAN OF THE DURHAM STATE LAND SETTLEMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 13, 1919, .IN BOOK 8 OF MAPS, AT PAGE(S) 23 AND 24, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE CENTERLINE OF LOTT ROAD, SAID POINT BEING SOUTH 0 DEG. 36' EAST, 946.52 FEET FROM THE NORTHEAST CORNER OF SAID FARM ALLOTMENT NO. 67, SAID POINT BEING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN DEED FROM MELVIN FRENCH, ET UX, TO DOYLE A. BOONE, ET UX, RECORDED DECEMBER 17, 1947, IN BOOK 467, PAGE 225, OFFICIAL RECORDS; THENCE ALONG THE CENTERLINE OF SAID LOTT ROAD, SOUTH 0 DEG. 36' EAST, 306.48 FEET TO A POINT WHICH IS NORTH 0 DEG. 36' WEST., 25 FEET FROM THE SOUTHEAST CORNER OF SAID FARM ALLOTMENT NO. 67; SAID POINT BEING THE SOUTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN DEED FROM JOSEPH PEIRANO, ET AL, TO MELVIN FRENCH, ET UX, RECORDED OCTOBER 18, 1947, IN BOOK 421, PAGE 52, OFFICIAL RECORDS; T::.NCE RUNNING SOUTH 89 DEG. 18' WEST ALONG THE SOUTH LINE OF SAID FRENCH PARCEL, 203.20 FEET TO THE SOUTHEAST CORNER OF SAID FRENCH PARCEL; THENCE NORTH 0 DEG. 36' WEST, ALONG THE WEST LINE OF SAID FRENCH PARCEL, 304.70 FEET TO THE SOUTHWEST CORNER OF AFOREMENTIONED BOONE PARCEL: THENCE ALONG THE SOUTH LINE OF SAID BOONE PARCEL NORTH 88 DEG. 47' EAST, 203.20 FEET TO THE POINT OF BEGINNING. ET)D OF DOCUMENT EN® OF DOCUMENT. April 5, 1994 DURHAM UNIFIED SCHOOL DISTRICT fef " '21"Kiy �ssac�i Gs:"J DONALD C. McNELIS, District Superintendent P.O. BOX 300 DURHAM, CALIFORNIA 95938 (916) 895-4675FAX (916) 895-4692 BOARD OF TRUSTEES Linda Boles Michael G. McDonald Edwin E. Ryon Tom Simmons M. Anthony Soares Michael Viera Building Inspection Division County of Butte Oroville, California 95965 Dear Mr. Viera: This is to inform you that we have received a cashier's check in replacement of a "Non -Sufficient Funds" check for school impact fees for A.P number 040-100-053. The payment was made by Michael Lee, the issuer. The property owner is Mark Snelgrove. You may now therefore consider that the fees have been paid and issue any permits which you were withholding based on our March 31 letter requesting that they be withheld pending payment in good funds. Your help in resolving this matter is greatly appreciated. Johansen Manager cc: Michael Lee Mark Snelgrove COUNW OF BIJTTE - ' BUILDING DEPT APR u 7,.1y DURHAM DURHAM DURHAM ELEMENTARY SCHOOL INTERMEDIATE SCHOOL HIGH SCHOOL BARBARA J. -JOHNSTON STEPHEN J. PILUSO JAMES D. GWYN PRINCIPAL PRINCIPAL PRINCIPAL Phone 895-4695 Phone 895-4690 Phone 895-4680 WE 71 C DURHAM UNIFIED SCHOOL DISTRICT A L P.O. BOX 300 DURHAM, CALIFORNIA 95938 (916) 895-4675 C P m 0 S APR S L 7 - Michael. Viera. BUidling Inspection Division County of Biitte. COUNTY OF gUY16 Oroville, California 95965 ,UjL0j%r, DEPT APR 0 7 V�Z't I ddi, I'li i I I 1 1. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 93-3119 ASSESSOR PARCEL NUMBER 040--100-053 ZONING A-10 BUILDING PERMIT OWNER_.i .__..: -._ ,-__ _, _..._ V,! - MR 7E.LEMONE.<< V SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ,�--"" _ - & /yTft/N 2855 R 154 170.00 887 M 15,966.00 CONTRACTOR'S NAME MICHAEL LEE TELEPHONE 343-2219 28 C 364.00 CONTRACTOR'S MAILING ADDRESS 1683 CAROL AVE CHICO 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 173.500-00 Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 898-50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 5184 On Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1837 BREF CT PERMIT FEE $ 152 .50 DURFIAM PLUMBING PERMIT Filing Fee 20.00 Each Trap 111 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 1 nn USE OF STRUCTURE SF Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New VX Addition O Remodel O Utilities O Installation 1:1Other ❑ Describe Work: SF XXXXXX 3 BDRIJ /� CONTRACTORS LICENSE LAS.( 14plare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of - the Business and Professions Cod an y license is in full force �gd_ff(ct. License No. U Classification i%� O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason PERMIT FEE $ • Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service LESS ( 2ODA OR LESS ) 23.00 23.00 Main Service ( 200A00ATO TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP.SO, OR ADONS. ( & ACC. BLDS. ) 3.50 FT. 131.0 NEW CONST. MULTI.OUTLET .NON.RES ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B2L @ 1.00 Ex. Occup.FIXED APPS. OR ( OUTLETS W(RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. XI have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above ntioned property for inspection purposes. I also agr to sav i demnify and keep harmless the County of Butte against all liabilities, gme s c sts, expenses which may in any way accrue against said County i s se e f e ranting of this permit. X Date Signature of Applicant - O Owner AContractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ coNST. TYPE TOTAL FEE $ Q HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have DIRECTOR OF PUBLIC BY PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS Date /Date/ Receipt No. 14871 5 PQ FRES 687 _ nn WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION e.. >�.. 7 County Center Drive - Oroville; California 95965 -Telephone (916) 538-7541 PERMIT NO. APPLICATION-AND PERMIT 93-3119 ' ASSESSOR PARCEL NUMBER040--100-053 „ ZONING A'-10 BUILDING PERMIT OWNER TFtLEPHONE i SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS�� -- y A// 2855 R 154.170.00 M 15 966.00 CONTRALTO R'S•NAME MICHAEL LEE '• LEPHON TE343E221928 C 364.00 CONTRACTOR'S MAILING ADDRESS 1683 CAROL AVE rRIC0 95928 Fireplace 1 A 3,000.00 CONSTRUCTION LENDER y UNKNOWN Total Valuation $ 73.500.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 898,50 ARCHITECT OR ENGINEER ' LICENSE NO. Plan Checking Fee $ 9ASL Energy Plan Checking Fee $ 0NG ARCHITECT OR ENGINEER'S MAILIADDRESS '"'t�e ti Penalty $ BUILDING ADDRESS �� BREF CT PERMIT FEE $1837 1525.50 TR140f PLUMBING PERMIT Filing Fee 20.00 Each Trap 11 7.00 n Solar or heat pump water heater 23.00 Water piping 15,00 1 5 LOT NO. i SUBDIVISION'S NAME RRF.. MF 1.,I PARCEL MAP 1 _ /)A Each gas water heater or vent 15.00 1 S nn USE OF STRUCTURE SF �X Duplex ElMobilehome ❑ Other II�iSPECIFY Gas piping system 1 - 5 outlets 15.00 1 S Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New QX Addition ❑ Remodel ❑ Utilities O Installation ❑ Other❑ Describe Work: SF XXX1r'TX 3 BDRM PERMIT FEE $ n Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 200AOR"SS 23.00 23.00 / Main Service ( 200A TO IOOOA 46.00 NEW OCCUP. OR ADDNS.T I D ELLIN8, ACCGBLDS. 3.5c so 131. OC CONTRACTORS LICENSE LAW I deglare under penalty of perjury (check one) �y I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code E y license is in full force a d eff ct. t r,{PJ7 License No. �1U �U Classification ,."j2 O I, as the owner, or my employees with wages as their sole compensa'iion, 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 contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason i NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS @7.50 ( POWER APPARATUS 1 & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES' RAL@x.50 Ex. Occu FIXED APPWS. OR p. (OUTLETS IRESID.I EA. 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 " Misc. Wiring 23.00 4 WORKER'S COMPENSATION INSURANCE I declarq under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. FYI have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. Cl I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 174.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating T C_ ig.nn _ _ Cooling Hood 6.50 6. ren Ventilation 1. 5f1 Q n PERMIT FEE $ 71; S Contractor I certify that I have read this application and state that the above information is correct. I'.agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above r ntioned property for inspection purposes. 1 also gree to save/Indemnify and keep harmless the County of Butte against all liabilities, jug 11mec /sts, a expenses which may in any way accrue against said County i 'c seegE Cf e ranting of this permit. X �'✓ Date 7 Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC CONST. TYPE TOTAL FEE $ 19 8 n HAZ• D. FEES IMP T1 CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date ,PERMIT EXPIRES ON (Date) Receipt No. 148715 PC: FF,ES 687.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r,S- z = COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. « APPLICATION AND PERMIT 93-3119 ASSESSOR PARCEL NUMBER Q40-100-053 ZONING A-10 BUILDING PERMIT OWNER M C SO, FT. OCC. BUILDING VALUATION 2855 R 154 170.00 OWNER'S MAILING ADDRESS-` D �l✓7'i�/iJ✓ 887 M 15,966.00 CONTRACTOR'S NAME MICHAEL IM TELEPHONE 343-2219 28 C 3h4 . (K1 CONTRACTOR'S MAILING ADDRESS 1683 CAROI, A (,N r 959 _R Fireplace i A 3 000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 173.500.00 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 898,50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ SA4 ,00 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1837 $ F PERMIT FEE $ 1S25.50 DITHEAM PLUMBING PERMIT Filing Fee 20.00 Each Trap 11 7.00 7 nn Solar or heat pump water heater 23.00 Water piping 15,00 1. 5 00 LOT NO. i SUBDIVISION'S NAME RRFF MR PARCEL MAP ?7_?? 4 Each gas water heater or vent 15.00 19.00 USE OF STRUCTURE SF Duplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 5 outlets 15.00 19,no Building sewer 15.00 1 00 Mobile Home S G I W @20.00 TYPE OF WORK New PX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 1:1Contractor Describe Work: SF SX= 3 BDRM PERMIT FEE $ 10,00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS 2OOA OR LESS I 23.00 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW OCC OR ADDNS.T ( D LLINBEACCGBLOSUPI 3.50" 131.0( CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One) - j I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Codq a ny license is in full force and eff ct. License No. TUU Classification K - f ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESIO. ( BRANCH CIRCUITS I @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES I B2 @1.000 Ex. Occup. FIXED APPLNS. OR p' ( OUTLETS (RESID.) EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. XI have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 174.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SPI IT SYSTP14 15.00 Cooling �� Hood 6.50 6.50 Ventilation G 50 C) 00 PERMIT FEE $ 75.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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�iridemnify and keep harmless the County of Butte against all liabilities, ju gme Is�costs, a:d expenses which may in any way accrue against said County i c rise den%c,e of -e ranting of this permit. X /� V Date/ f 7 `f Signature of Applicant - Cl Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $ 1978.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have DIRECTOR OF PUBLIC BY PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS Date (Date) Receipt NO. 148715 PC; FEES 687.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,. w .-..��•.SS'�. ' ;.� -. _..�.'•y`q�11�1i��.�+��=-rtF-'."'r"". an..�1y�7"�'2'-=N�(• ... �i- %.. .: 2. ; .: ; �. 1' COUNTY OF BUTTE - DEPARTMENT OF,DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT No. ~R� `' A APPLICATION AND PERMIT 93-3119 ASSESSOR PARCEL NUMBER ,tel^ 1"n 053 tjL,�+ W " ZONING- A-10 (� BUILDING PERMIT (/ \•-�,V OWNER ---�-T _ P -Nr T�_�� SQ. FT. OCC. BUILDING VALUATION •_ OWNER'S MAILING ADDRESS r ] i 71 `•� - -- 0441 ` . W J 2855 R 154 170.00 887 M 15.966.00 CONTRACTOR'S NAME MICHAF LEE 3401-2219 NE JJJJ/Ni ry L. J4 ��_ / . W CONTRACTOR'S MAILING ADDRESS 1683 CAR01. AVF CUM 9 4 R Fireplace 1 A 3 (W.W CONSTRUCTION LENDER UNKNOWN Total Valuation $ 173 5W.00 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 898. 50 ARCHITECT OR ENGINEER LICENSE N0. Plan Checking Fee $ rj',A4 ,00 Energy Plan Checking Fee $ 23.00 \J00lJ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1837 BR$F CT PERMIT FEE $ 1525.50 DUMAN PLUMBING PERMIT Filing Fee 20.00 Each Trap 11 7.00 77 ('}() Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO.SUBDIVISION'S 3 NAME SRER ", .ALTlW.9 PARCEL MAP 179-22/?4 Each gas water heater or vent 15.00 1 r). (y) USE OF STRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 5 outlets 15.00 19j.00 Building sewer 15.00 15 Mobile Home S G I W @20.00 TYPE OF WORK New •Is'lX Addition El Remodel Utilities ❑ Installation Other ElI Describe Work: SF zxxm 3 BDRM PERMIT FEE $ 0-rx) Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service I BOOVOR"' ) 2ODA OR LESS 23.00 23.U1'J Main Service I 200A TO 1000A ) 46.00 NEW OR ADONS T I CONS.D 8, ACCGBLDS. ) 3.5. so- 131.0(7 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code an y license is in full force and efflect. License No. 11t? ! CI Classification � ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 POW ER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20AL. @ 1.00 Ex. Occup.FIXED APPLNS. OR I OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declarg under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. 'WI have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ Ishall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 17+.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT SYSTF"f 15.00 Cooling2"j �''( Hood 6.50 6. 50 Ventilation ? 4.50 9.179) PERMIT FEE $ 74 r� Contractor I certify that I have read this application and state that the above information is correct. I"agree to comply to all Butte County Ordinances and California 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, jud'gmets costs, and expenses which may in any way accrue against said County in c%oseRbence (of a granting of this permit. X r Date r• r `7 Signature of Applicant - ❑ Owner Contractor ❑ Agent r An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ►b.fX) ocC CONST. TYPE TOTAL FEES 1978.00 HAZ• I D. FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have DIRECTOR OF PUBLIC BY PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS Date (De tel Receipt No. 148715 PC FEES 687.00 WHITE-D.D.S.-9.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DEPT APR 0 4 1994 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title. ........ -Date........ 04/04/94 Project Address...:.... --- ------------------ 9�-119 Documentation Author... JIM PETERSON ; Building Permit # ' Company........ .... . JIM PETERSON 4--�{ 9 Telephone .............. (916) 343-7250 ; Plan Check / Date'' Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- ------------------------------------------ MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM CF -1R. User#-MP0400 User -JIM PETERSON Run -HOUSE ------------------------------- ----------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2855 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION 4g& Component Insulation Assembly - `SAA �CQ& Type R -value U-ValueLocation/Comments c, � -------------, � ----- 4 ---------- Wall R-19 0.094 METAL STUDS 1 Roof R-38 0.029 WOOD 0],® `�� F1oorExt R-19 0.057 METAL FLOOR �® c FENESTRATION ------------ Over- Area U- # of Interior Exterior hang/ F ar ng Orientation (sf) Value Panes Shading Shading Fins IType ------------------- ----- ----- ----------------------------- ------ -------- Window Front (E) 120.0 0.500 2 Drapes.Std None None Wood Window Left (S) 60.0 0.500 2 Drapes.Std None Yes Wood Window Left (S) 15.0 0.500 2 Drapes.Std None None Wood Window Back (W) 126.0 0.500 2 Drapes.Std None None Wood Window Back (W) 46.0 0.500 2 Drapes.Std None Yes Wood Window Right '(N) 46.0 0.500 2 Drapes.Std None None Wood HVAC SYSTEMS ------------ �Mnimum� Duct Duct Thermostat Equipment Type (111_cien.cy Location R -value Type --------------- ----------- L��-- ------------ Furnace 850�AFUE Attic RR -5.6 Setback ACSplit 12.80 SEER Attic R-5.6 Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Date 04/04/94 --- ----------------------------------- MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM CF -1R User#-MP0400 User -JIM PETERSON Run -HOUSE ----------------------------------------- ------------------------------------ WATER HEATING SYSTEMS --------------------- .Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Storage Gas Standard 1 SPECIAL FEATURES/REMARKS ------------------------ COMPLIANCE STATEMENT Tank External Energy Size Insulation Factor (gal) R -value 0.544 EF 40 R- 12 -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulationsto _ implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be'built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... JIM PETERSON Company. Address. 341 BROADWAY #207 CHICO.CA. 95928 Phone... (916) 343-7250 License. Signed.. — -� (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. .(date) DOCUMENTATION.AUTHOR Name.... JIM PETERSON Company. JIM PETERSON Address. 341 BROADWAY #207 Chico,., California 95928 Phone... (916) 343-7250 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Date........ 04/04/94 Project Address..... --------------------- Documentation Author... JIM PETERSON ; Building Permit # Company ................ JIM PETERSON ' Telephone .............. (916) 343-7250 ; Plan Check / Date ' Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11--------------------- MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0400 User -JIM PETERSON Run-HOUSE ------------------------------------------ Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to.exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special in barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake -with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. C/ v MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Date..... 04/04/94 ------------------------------- MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM MF -1R User#-MP0400 User -JIM PETERSON Run-HOUSE ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Date........ 04/04/94 Project Address........ --------------------- Documentation Author... JIM PETERSON ; Building Permit # Company ................ JIM PETERSON ' Telephone .............. (916) 343-7250 ; Plan Check / Date Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 11 --------------------- MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM C -2R , User#-MP0400 User -JIM PETERSON Run-HOUSE ------------------------------------------------------------------------------ ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ------------ Design Design Margin = - Space Heating.......... 14.87 13.45 1.42 = - Space Cooling.......... 11.00 12.30 -1.30 = - Water Heating.......... 9.15 9.00 0.15 = = Total 35.02 34.75 0.27 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of -Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 2855 sf Single Family Detached New Front Facing 90 deg (E) 1 2 FullYear Raised Floor 1 27397 cf 1557 sf 0 sf 0 sf 14.5 % of FA 9.6 ft (Package E) COMPUTER METHOD SUMMARY Area U- Insul Page 2 C -2R Project Title.......... Surface -------------- (sf) ------ Date.. 04/04/94 Azm Tilt Gains Reference . Comments MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 ----------------------------- Program -FORM C -2R ----- ------------------------------------------------------------------------------- User#-MP0400 User -JIM PETERSON Run -HOUSE 509 ' 0.094.R-19 90 BUILDING ZONE INFORMATION STUDS 2 Wall Floor ------------------------- # of 90 90 Yes Vent Special STUDS Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -------------- (sf) --------- -(Cf) --------- Units ----- itioned Type (ft) (sf) HOUSE 0.094 R-19 180 90 Yes ------- ------------ ------ --------- Residence 2855 27397 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val ----- Azm Tilt Gains Reference . Comments HOUSE ----- --- ---- ----- ------------ ---------------- 1 Wall 509 0.094.R-19 90 90 Yes W.19.S2X6.24 METAL STUDS 2 Wall 434 0.094 R-19 90 90 Yes W.19.S2X6.24 METAL STUDS 3 Wall 301 0.094 R-19 180 90 Yes W.19.S2X6.24 METAL STUDS 4 Wall 280 0.094 R-19 180 90 Yes W.19.S2X6.24 METAL STUDS 5 Wall 454 0.094 R-19 270 90 Yes W.19.S2X6.24 METAL STUDS 6 Wall 346 0.094 R-19 270 90 Yes W.19.S2X6:24 METAL STUDS 7 Wall 402 0.094 R-19 0 90 Yes W.19.S2X6.24 METAL STUDS 8 Wall 280 0.094 R-19 0 90 Yes W.19.S2X6.24 METAL STUDS 9 -Roof 929 0.029 R-38 0 0 Yes R.38.2X12.16 WOOD 10 F1oorExt 1557 0.057 R-19 0 0 Yes F.19.S2X6..24 METAL FLOOR FENESTRATION --------------------- SURFACES SC SC Interior Area # of Frame Open U- Act Glass Int Shade Surface ----------- (sf) ----- Panes ----- Type -------- Type ------------ value Azm --- Tilt Only Shade Description HOUSE ---- ----- ----- ------------ 1 Window 15.0 2 Wood Slider 0.50 90 90 6.88 0.78 Drapes.Std 2 Window 15.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 3 Window 7.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std' 4 Window 7.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std- -5 Window 6.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 6 Window 6..0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 7 Window 15.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 8 Window 15.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 9 Window 9.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 10 Window 4.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 11 Window 15.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 12 Window 6.0 2 Wood Slider 0.50 90 90 0.88 0.78 Drapes.Std 13 Window 15.0 2 Wood Slider 0.50 180 90 0.88 0.78 Drapes.Std 14 Window 15.0 2 Wood Slider 0.50 180 90 0.88 0.78 Drapes.Std 15 Window 15.0 2 Wood Slider 0.50.180 90 0.88 0.78 Drapes.Std 16 Window 15.0 2 Wood Slider 0.50 180 90 0.88 0.78 Drapes.Std 17 Window 15.0 2 Wood Slider 0.50 180 90 0.88 0.78 Drapes.Std 18 Window 24.0 2 Wood Slider 0.50 270 90 0.88 0.78 Drapes.Std 19 Window 6.0 2 Wood Slider 0-.50 270 90 0.88 0.78 Drapes.Std 7n Wi"Anm 7n n 1) TAT^�A a14A-- n r,n 1) 17 n on n 00 n �70 ALJ 21 Window 6.0 2 Wood Slider 0.50 270 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Date........ 04/04/94 ------------------ MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM C -2R User#-MP0400 User -JIM PETERSON Run-HOUSE --------------------------=---------------------------------------------------- FENESTRATION SURFACES HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value SC SC Interior ------------ ------------- Area # of Frame Open U- Act 0.893 Glass Int Shade Surface ----------- (sf) ----- Panes Type Type value Azm Tilt Only Shade Description- 22 Window 15.0 ----- 2 -------- Wood ------ Slider ----- 0.50 --- 270 ---- 90 ----- 0.88 ----- ------------ 0.78 Drapes.Std 23 Window 40.0 2 Wood Slider 0.50 270 90 0.88 0.78 Drapes.Std 24 Window 15.0 2 Wood Slider 0.50 270 90 0.88 0.78 Drapes.Std 25 Window 16.0 2 Wood Slider 0.50 270 90 0.88 0.78 Drapes.Std 26 Window 15.0 2 Wood Slider 0.50 270 90 0.88 0.78 Drapes.Std 27 Window 15.0 2 Wood Slider 0.50 27.0 90 0.88 0.78.Drapes.Std 28 Window 16.0 .2 Wood Slider 0.50 0 90 0.88 0.78 Drapes.Std 29 Window 15.0 2 Wood Slider 0.50 0 90 0.88 0.78 Drapes.Std 30 Window 15.0 2 Wood Slider 0.50 0 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 13 Window 15.0 5.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 15.0 5.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 5.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 15.0 5.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 16.0 4:0 4.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 15.0 5.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 15.05.0 3.0 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.544 40 R-12 'SPECIAL FEATURES/REMARKS ------------------------ Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency ---------------- HOUSE ------------ ------------- ------- ---------- Furnace 0.850 AFUE Attic R-5.6 0.893 ACSplit 12.80 SEER Attic R-5.6 0.883 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.544 40 R-12 'SPECIAL FEATURES/REMARKS ------------------------ CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Date... 04/04/94 MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM 3R , User#-MP0400 Us6r-JIM PETERSON Run -HOUSE ' Reference Name . W.19.S2X6.24 Description .... Wall R-19 2x6 24oc MTL. Type .... Wall R -Value ........ 19 sf-F/Btuh Framing Material ..... MTL.2X6 Spacing ...... 24 inches on center Fraction ..... 0.12 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT.CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 26.60 x 0.88) + (1 / 1.97 x 0.12) = 0.094 Btuh/sf-F Total R -Value: 1 / 0.094 = 10.62 sf-F/Btuh Material Cavity Frame Name ---------.---- Description ----------------------------------- R -Value R -Value 0. FILM.EX ----- 'Exterior air film: winter value --------- 0.17 ------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.RI9S R-19 batt insul (cavity > 5.5 in) 19.00 -- 3f. MTL.2X6 2x6 metal framiming -- 0.43 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 6c. R 6.06 RIGID R-6.06 INSUL SHEATHING 6.06 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 26.60 1.97 FRAMING ADJUSTMENT.CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 26.60 x 0.88) + (1 / 1.97 x 0.12) = 0.094 Btuh/sf-F Total R -Value: 1 / 0.094 = 10.62 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... Date........ 04/04/94 MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM 3R , User#-MP0400 User -JIM PETERSON Run-HOUSE ------------------------------------------------------------------------------- Reference Name . R.38.2X12.16 Description .... Roof R-38 2x12 16oc Type ........... Roof R -Value ........ 38 sf-F/Btuh Framing . Material ..... Spacing ...... Fraction ..... --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FIR. 2X12 16 inches on center 0.10 Total R -Value: 1 / 0.029 = 34.12 sf-F/Btuh Material Cavity Frame Name ------------- Description R -Value 'R -Value 0. FILM.EX ---------------------------------------- Exterior -air film: winter value --------- 0.17 --------- 0.17 1. SHNGL.ASPHLT Asphault shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4c. AIR.RF..0.75 0.75 in (approx) air space: heat flow up 0.75 -- 4f. FIR.2X12 2x12 in fir framing -•- 11.14 5c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 6. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.10 13.49 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Value: (1 / 41.10 x 0.90) + (1 / 13.49 x 0.10) = 0.029 Btuh/sf-F Total R -Value: 1 / 0.029 = 34.12 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 3 3R Project Title.......... Date........ 04/04/94 --------------------------------=---------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.01 File-LEE2855 Wth-CTZ11S92 Program -FORM 3R User#-MP0400 User -JIM PETERSON Run -HOUSE ; ------------------------------------------------------------------------------- Reference Name . F.19.S2X6.24 Description..... Floor exp R-19 MTL. Type ........... F1oorExt R -Value ........ 19 sf-F/Btuh Framing Material ..... MTL.2X6 Spacing ....., 24 inches on center Fraction ..... 0.07 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS x 0.07) = 0.057 Btuh/sf-F Material 1 / Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 19.00 -- 1f. MTL.2X6 2x6 metal framiming -- 0.43 2. PLY.0.63 0.625 in plywood 0.77 0.77 3. CARPET Carpet & pad - "2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 22.94 1 4.37 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Value-: (1 / 22.94 x 0.93) + (1 / 4.37 x 0.07) = 0.057 Btuh/sf-F Total R -Value: 1 / 0.057 = 17.68.sf-F/Btuh RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER 5ME1-Ca RD 1/E 8/91 Bldg. Permit # 9-2,- 3 j 13 A. P. # 4o— /O— Plan Checker GENERAL 1. Zoning requirements: (sideyards and number of permitted living units). Valuation. 3*-'EPsigned by designer. 4'/Proper description of work on application. sting violations on property. 6.' tems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). -corded notice of violation. PLOT PLAN d/ Clete parcel size and dimensions. 2a/Setbac s, sideyards, easements, etc. , ��Ot r buildings or structures. ading, fills, drainage. Flood hazard. especial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). -7----FAU & FAS road setback. ,a--BnT1ding or utilities across lot lines (Record form). FL00✓ - , 1. plete to scale,•plan with.,dimensions. Required wiridows'for light. and ventilation -(Sec:' 1205). Required windows for second°exit. (Sec. -1,204).; t`piigkt-s- (Chapter 34 & Sec. 5207). ,man impact glass (Sec. 5406)., (�! Required room.siz.es, ce ling'heights (Sec. I207). ' r.--GFCIs in baths;,,garage, kitchen;and exterior -outlets (Article' 210-8). Wight fixtures;"switches, receptacles, and exterior receptacles'fbr`main- a t ante of mechanical equipment. Locations of water heater, heating and cooling equipment,_other electrical as equipment. 1 :aa:ra: efirewall, door size, and closer (Sec. 503(d)(3)). '0" exterior exit door (sec. 3304 (f). 1 Fes• place and wood stove'location; alcoves, a clearance. I. SS detectors (Sec. 1210). 1 Plumbing fixtures, water closet, cleara' es and shower size . STRUCTURAL DETAILS 1. Standard bracing o nQable 25V) 4----U—nus al shape, size, or split level house requiring lateral design. estory requiring balloon framing and/or engineering. e tory building requiring engineered calculations and lans. ndation plan complete enough to construct building. �fVj' F oor construction details•complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. replace construction details and talcs if necessary. 1 Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS •I•TEMS TO 'LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails Vic. 3306). 20/ Guardrail details (Sec. 1711 & 3306(j). or stone veneer (Chapter 30). . ,aterior plaster - weep screeds (Sec. 4706). 5✓ Proper roof pitch for roof convering (Chapter 32). 0o covering type - (fire hazard). �— oam insulation - protection. 36" halls and stairways. A.—Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). is access and ventilation (Sec. 3205). lY Underfloor access and ventilation (Sec. 2516). 11!(ombustion air for fuel burning appliances - L.P.G. requirements. # 4 ise requirements on duplexes. � sign. Flashin at all exterior openings. k . CDF responsible area requirements. Z o I-E-T-rlar-a- F, l; 1W 9'9 Y sVPPONC.c- 4 tj �OF /-/-9 r s f-- c 1� Com` ��'. Suite Count ,y LAND OF NATURAL W E A L T H AND BEAUTY BUILDING DIVISION .�•yA•'' ..f. wt: �.,:yt,.;.; ;.,, ,- .�: •, DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C O U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T ._ FAX NUMBER (916) 538-2140 DATE 31241,74- TO:- Av /CAY'ATFL ,Z EE67 FAX NUMBER: ATTENTION: REGARDING: A.P. NO. ©�O ' l� - �J� PERMIT NO. SUBJECT: i(J�� EN,61,9 f� D&116ti SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW [� REVIEW AND RESPOND ACCORDINGLY /[ ]` FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JOHN _R.- �HENiY,.E. -PLAN CHECK ENGINEER 2> F,)9M 3 P- P, rctrD Fe)F- srA�41 FRAMs u/AL,t,s ©,e VSE 'u' V4C& o,i14N �ER -545L*- C7-Zo Z- 1 IN 5;s9.46C- FR vmvl> OR- Dfs I N f� s INTER -DEPARTMENTAL MEMORANDUM TO: Plan Check and Counter Staff FROM: Plan Check Engineer SUBJECT: Conversion from Wood Frame Construction to Steel Frame Construction on Residential Buildings DATE: February 17, 1994 Plans which are being converted from wood frame construction to steel framing construction are to be processed as follows: 1. General Requirements (a) Complete engineering is required for the structural portion. This means (stamped) structural plans including foundation plan, framing plans, required sections, and all connection details. (b) Complete calculations for gravity and lateral loads are required. (c) Specifications for all structural materials are to be shown on the plans. (d) A note on the plans which addresses UBC Sec. 302(c) is required. (e) The special inspector (if required) must be approved prior to permit issuance. (f) The architectural sheets of the plans, that is, floor plans, elevations, etc., need not be prepared by a professional provided they are completely coordinated with the structural plans, and do not contain any erroneous or conflicting information. (g) Revised energy calculations by an approved computer method is required. 2. Plan Check Fee Procedure If the plan check has been substantially completed, or if the building permit has been issued and no work yet completed, the following applies: 3.16 i+ (a) If the revision is limited to the structural system only, an additional plan check fee will be charged at the rate of 65 % of the initial plan check fee. (b) If the revision also involved interior changes to the plan, the additional plan check fee is 100% of the initial plan check fee. (c) If the revision involves a change to the footprint or exterior wall system, the applicant must obtain a refund (for refundable fees) and reapply. A new energy plan check fee will be required in all cases. If the plan check has not been started, no additional plan check fee is required. Plans should be indexed pending receipt of items described under General Requirements above. JRH:ahb Jo R. He Plan Check Engineer Mi hael C. Vieira, C.B.O. Manager, Building Division, 3.16 Michael Lee 1683 Carol Avenue Chico, Ca 95928 DATE: RE: Proposed Residence A. P: B.P.# 040-100-053 93-3119 With reference to the above subject, attached is: [X ] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [X ] Comply with plan check list [X ] Resubmit plans with revisions`as required [ ] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, cc: Mark Snelgrove 73 Skymountain Circle Chico,'Ca 95928 John . Henry Plan Check Engineer Bath Count F, LA `d -D = NATURAL WEALTH AND d =A'.JT .' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (9161538-7541 FAX: (916) 538-2140 DATE: RE: Proposed Residence A. P: B.P.# 040-100-053 93-3119 With reference to the above subject, attached is: [X ] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [X ] Comply with plan check list [X ] Resubmit plans with revisions`as required [ ] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, cc: Mark Snelgrove 73 Skymountain Circle Chico,'Ca 95928 John . Henry Plan Check Engineer Permit Applicant: Mark Snelgrove' Date: 3/4/94 Permit # 93-3119 The above referenced building plans were reviewed b.y this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: Per our conversations as well as'the policy described in the enclosed memorandum, the following items are required: 0 Provide energy design and. documentation by an approved computer method. Revise sheet 2 accordingly: 2. Plans by William Sumner must -'be completely coordinated with the revised steel framing structural plans. No erroneous or conflicting information should appear on the architectural.plans. 3. Specifications for all structural materials must be shown on the plans. Provide a note on the structural plans which addresses UBC Sec. 302(c). The special inspector must be approved prior to,permit issuance. A Certi- fied Welder.will be required. Clarify framing at clerestory (foyer). Is .this balloon frained? Specify top plate splice connection required at roof level.. Provide a section showing application of interior and exterior finish materials including fastening method. A & Q ENGINEERING Civil Engineers 1280 E. 9th Street Chico, CA. 95928 893-0631 December 20, 1993 Building Department County of Butte 7 County Center Drive Oroville, CA 95965 Attention: Building Official. Reference: Bree Meadows Subdivision - Lot 3 Gentlemen, The required finished floor elevation is 171.98 as shown on the recorded final map. The storm drain drop inlet grate, located in the cul-de-sac curb and gutter between lots 2 and 3, is at elevation 169.55. The finished floor shall be 2..43 feet above the drop inlet grate. Please call if you have any questions. Sincerely, James S. Shipley, JS:ch Ffnc 1. 03 "FILE p Ep��3v�Gl/-,P CO2N SWEL"L -�64-t i i +( ci~�2--> --- >(k9 GENERAL: 1.1. ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1991 EDITION OF THE UNIFORM BUILDING CODE. 1.2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE ]OB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE WORK PROCEEDS. 1.3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT, SHORING OF RETAINING WALLS AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 1.4. OPENINGS, POCKETS, SUBSTANTIAL EMBEDDED ITEMS, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 1.5. ASTM SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST REVISION. 1.6. EXISTING CONSTRUCTION DEPICTED ON THESE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AS IT IS UNCOVERED DURING CONSTRUCTION. IN THE EVENT EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL. IMMEDIATELY NOTIFY THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS BEFORE PROCEEDING WITH CONSTRUCTION. 1.7. IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. 2 FOUNDATION: 2.1. THE FOUNDATION DESIGN HAS BEEN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 1200 P.S.F. 2.2. THE BOTTOM OF FOOTINGS SHALL BE 18" BELOW FINISHED GRADE ON FIRM NATIVE SOIL OR ON PROPERLY COMPACTED FILL. 3 CONCRETE: 3.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE II OR II -LOW ALKALI. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C 33, AND GRADE A PER THE UNIFORM BUILDING CODE. MAXIMUM AGGREGATE SIZE FOR FOOTINGS, SLABS -ON -GRADE AND MASS CONCRETE SHALL NOT EXCEED 1-1/2". MAXIMUM AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4. 3.2 CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SENT TO THE ENGINEER. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ENGINEER. ALL CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE. y 3.3 FLY ASH SHALL CONFORM TO ASTM C 618, CLASS F. FLY ASH SHALL NOT EXCEED 20% OF CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 2%. 3.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM C 15 7. 3.5 REINFORCING BARS, ANCHOR BOLTS, AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. 3.6 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" +/- 1 " FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE, AND 4" +/- 1 " FOR OTHER CONCRETE. 3.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS. (MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD) 3.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4 CHAMFER UNLESS DETAILED OTHERWISE. 3.9 ALL CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.10 THE OUTSIDE DIAMETER (O.D.) OF CONDUIT OF PIPE PLACED IN THE PLANE OF A SLAB SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 3.11 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWLED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.2.0 REINFORCING STEEL: 3.2.1 REINFORCING STEEL SHALL CONFORM TO A 615 GRADE 60 IN MASONRY, AND A 615 GRADE 60 IN ALL OTHER CONCRETE, UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A7O6. GRADE 60 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE. 3.2.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): A. CONCRETE CAST AGAINST AND EXPOSED TO EARTH 3" B. STRUCTURAL SLABS, TOP AND BOTTOM 3/4" C. FORMED CONCRETE EXPOSED TO EARTH OF WEATHER #6 BAR OR LARGER 2" #5 BAR OR SMALLER 1-1/2" D. FORMED CONCRETE NOT MENTIONED ABOVE 3/4" 3.2.3 WIRE MESH SHALL CONFORM TO ASTM A 185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12" MINIMUM). 3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.2.5 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE ENGINEER. 3.2.6 THE CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL SHOP DRAWINGS REVIEWED BY THE ENGINEER ARE RECEIVED ON THE ]OB. SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION REQUIRED TO POSITION ALL REINFORCING STEEL ,ON THE ]OB WITHOUT HAVING TO REFER TO THE STRUCTURAL DRAWINGS. STRUCTURAL STEEL STUDS: 5.2.1. ALL STUDS, TRACKS, AND BRIDGING SHALL BE MANUFACTURED BY CEMCO STEEL FRAMING SYSTEMS, OR EQUIVALENT, AND BE OF THE TYPE, SIZE AND GAGE AS SHOWN ON THE STRUCTURAL DRAWINGS. MATERIALS USED TO FABRICATE THE STUDS, TRACKS, AND BRIDGING SHALL BE AS SPECIFIED BY CEMCO STEEL FRAMING SYSTEMS BRIDGING, IF NOT SHOWN, SHALL SATISFY THE RECOMMENDATIONS OF THE STEEL STUD MANUFACTURER. TRACKS (WHERE NOT SHOWN) SHALL BE 20 GAUGE DEEP LEG TRACK. 5.2.2. GALVANIZED STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A446 GRADE D (FY=50KS1) FOR 12 GAUGE, ASTM A446 GRADE D (FY=50KSI) OR ASTM A446 GRADE A (FY=33KS1) FOR 14 AND 16 GAUGE, AND ASTM A446 GRADE A (FY=33KS1) FOR 18 GAUGE AND LIGHTER FOR THE ITEM AND USE INTENDED. GALVANIZED COATINGS MUST MEET THE ASTM A525 SPECIFICATION. 5.2.3. CARBON SHEET STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A570 GRADE 50 KSI FOR 12 GAUGE, ASTM A570 GRADE 50 KSI OR GRADE 33 KSI FOR 14 AND 16 GAUGE AND GRADE 33 KSI FOR 18 GAUGE AND LIGHTER MEMBERS. CARBON SHEET STEEL PRODUCTS MUST BE THOROUGHLY COATED WITH A RUST INHIBITIVE PAINT. 5.2.4. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD ROLLED STEEL STRUCTURAL MEMBERS -1986 EDITION, WITH 1989 AMENDMENTS. 5.2.5. METAL STUDS AND/OR JOISTS: A. FOR METAL STUD WALLS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD PUNCHED STEEL MEMBERS FOR THE GAUGES SHOWN ON THE DRAWINGS. B. USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED IN ADVANCE BY THE ENGINEER 5.2.6. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. . 5.2.7. FASTENERS SHALL BE WITH SELF -DRILLING SCREWS OR WELDING. SCREWS OF WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED -UP WITH A ZINC RICH PAINT. ALL WELDS OF CARBON STEEL SHALL BE TOUCHED -UP WITH PAINT. 5.2.8. PROVIDE AN APPROVED GRADE OF GROUT FOR LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD WALLS AS REQUIRED. 5.2.9. DTS ANCHOR BOLTS SHALL BE 5/8" DIAMETER, EMBEDDED A MINIMUM OF 12" INTO CONCRETE, UNLESS OTHERWISE NOTED ON PLAN. ANCHOR BOLTS WITH UPSET THREADS ARE NOT ALLOWED. I GENERAL: a6W6 ?Of l (i - l 1� -MCi 1.1. ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1991 EDITION OF THE UNIFORM BUILDING CODE. 1.2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE ]OB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE WORK PROCEEDS. 1.3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT, SHORING OF RETAINING WALLS AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 1.4. OPENINGS, POCKETS, SUBSTANTIAL EMBEDDED ITEMS, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. I.S. ASTM SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST REVISION. 1.6. EXISTING CONSTRUCTION DEPICTED ON THESE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AS IT IS UNCOVERED DURING CONSTRUCTION. IN THE EVENT EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS BEFORE PROCEEDING WITH CONSTRUCTION. 1.7. IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. 2 FOUNDATION: 2.1. THE FOUNDATION DESIGN HAS BEEN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 1200 P.S.F. 2.2. THE BOTTOM OF FOOTINGS SHALL BE 18" BELOW FINISHED GRADE ON FIRM NATIVE SOIL OR ON PROPERLY COMPACTED FILL. 3 CONCRETE: 3.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE If OR II -LOW ALKALI. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C 33, AND GRADE A PER THE UNIFORM BUILDING CODE. MAXIMUM AGGREGATE SIZE FOR FOOTINGS, SLABS -ON -GRADE AND MASS CONCRETE SHALL NOT EXCEED 1-1/2". MAXIMUM AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4. 3.2 CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SENT TO THE ENGINEER. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ENGINEER. ALL CONCRETE tldUN1'1,tlFBUTMIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE. BUILDING DEPT MAR 2 3 1034 3.3 FLY ASH SHALL CONFORM TO ASTM C 618, CLASS F. FLY ASH SHALL NOT EXCEED 20% OF CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 2%. 3.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM C 157. 3.5 REINFORCING BARS, ANCHOR BOLTS, AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. 3.6 MAXIMUM CONCRETE 'SLUMP SHALL NOT EXCEED 3" +/- I" FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE, AND 4" +/- 1 " FOR OTHER CONCRETE. 3.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS. (MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD) 3.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DETAILED OTHERWISE. 3.9 ALL CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.10 THE OUTSIDE DIAMETER (O.D.) OF CONDUIT OF PIPE PLACED IN THE PLANE OF A SLAB SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 3.11 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWLED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.2.0 REINFORCING STEEL: 3.2.1 REINFORCING STEEL SHALL CONFORM TO A 615 GRADE 60 IN MASONRY, AND A 615 GRADE 60 IN ALL OTHER CONCRETE, UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A706. GRADE 60 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE. 3.2.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): A. CONCRETE CAST AGAINST AND EXPOSED TO EARTH 311 B. STRUCTURAL SLABS, TOP AND. BOTTOM 3/4„ C. FORMED CONCRETE EXPOSED TO EARTH OF WEATHER #6 BAR OR LARGER 2" #5 BAR OR SMALLER 1-1/2" D. FORMED CONCRETE NOT MENTIONED ABOVE 3/4" 3.2.3 WIRE MESH SHALL CONFORM TO ASTM A 185, AND SHALL BE LAPPED 1 8T 1/2 SPACES (12" MINIMUM). 3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.2.5 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE ENGINEER. 3.2.6 THE CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL SHOP DRAWINGS I REVIEWED BY THE ENGINEER ARE RECEIVED ON THE JOB. SHOP DRAWINGS SHALL CONTAIN ALL INFORMATION REQUIRED TO POSITION ALL REINFORCING STEEL ON THE JOB WITHOUT HAVING TO REFER TO THE STRUCTURAL DRAWINGS. STRUCTURAL STEEL STUDS: 5.2.1. ALL STUDS, TRACKS, AND BRIDGING SHALL BE MANUFACTURED BY CEMCO STEEL FRAMING SYSTEMS, OR EQUIVALENT, AND BE OF THE TYPE, SIZE AND GAGE AS SHOWN ON THE STRUCTURAL DRAWINGS. MATERIALS USED TO FABRICATE THE STUDS, TRACKS, AND BRIDGING SHALL BE AS SPECIFIED BY CEMCO STEEL FRAMING SYSTEMS BRIDGING, IF NOT SHOWN, SHALL SATISFY THE RECOMMENDATIONS OF THE STEEL STUD MANUFACTURER. TRACKS (WHERE NOT SHOWN) SHALL BE 20 GAUGE DEEP LEG TRACK. 5.2.2. GALVANIZED STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A446 GRADE D (FY=50KSI) FOR 12 GAUGE, ASTM A446 GRADE D (FY=50KS1) OR ASTM A446 GRADE A (FY=33KS1) FOR 14 AND 16 GAUGE, AND ASTM A446 GRADE A (FY=33KS1) FOR 18 GAUGE AND LIGHTER FOR THE ITEM AND USE INTENDED. GALVANIZED COATINGS MUST MEET THE ASTM A525 SPECIFICATION. 5.2.3. CARBON SHEET STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A570 GRADE 50 KSI FOR 12 GAUGE, ASTM A570 GRADE 50 KSI OR GRADE 33 KSI FOR 14 AND 16 GAUGE AND GRADE 33 KSI FOR 18 GAUGE AND LIGHTER MEMBERS. CARBON SHEET STEEL PRODUCTS MUST BE THOROUGHLY COATED WITH A RUST INHIBITIVE PAINT. 5.2.4. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF COLD ROLLED STEEL STRUCTURAL MEMBERS -1986 EDITION, WITH 1989 AMENDMENTS. 5.2.5. METAL STUDS AND/OR JOISTS: A. FOR METAL STUD WALLS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD PUNCHED STEEL MEMBERS FOR THE GAUGES SHOWN ON THE DRAWINGS. B. USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED IN ADVANCE BY THE ENGINEER 5.2.6. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 5.2.7. FASTENERS SHALL BE WITH SELF -DRILLING SCREWS OR WELDING. SCREWS OF WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED -UP WITH A ZINC RICH PAINT. ALL WELDS OF CARBON STEEL SHALL BE TOUCHED -UP WITH PAINT. 5.2.8. PROVIDE AN APPROVED GRADE OF GROUT FOR LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD WALLS AS REQUIRED. 5.2.9. DTS ANCHOR BOLTS SHALL BE 5/8" DIAMETER, EMBEDDED A MINIMUM OF 12" INTO CONCRETE, UNLESS OTHERWISE NOTED ON PLAN. ANCHOR BOLTS WITH UPSET THREADS ARE NOT ALLOWED. COUNTY OF B i BUILDING DEPT e FE 9 0 1 f994 DTS Alternate Structural Calculations for Michael Lee, Builder SNELGROVE RESIDENCE Bree Court, Durham, California AP # 40-10-053 February..3, 1994 P�Qy 10TTSCy9 yc�2 O . �r Cc No. 2563 EXA3--21-96 sr LF OF `.j 55 lnclependence Circle, Suite 201 Chico, California 95926 (916) 895-351.8.. FAX (916) 895-3544 1 JOB ENGINEER DESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS SHEET NO. _ DATE 2 1 CULP AND TANNER ��/ STRUCTURAL ENGINEERS k 2- JOB G Y IA SHEET NO. DATE �^ ENGINEER DESIGN OF i a"is as45 1 _ . b 8 _ r JOB ENGINEER DESIGN OF i GULP AND TANNER STRUCTURAL ENGINEERS SHEET NO. DATE 1� I it hV7 30 Vil�.Y4ll P. 3, 1 011.3 X rig_ �i xt _ ,39 3.5 '�" 9►� 985 /,off _ _ . X11. ►33 --. _ r� XIX /! Sl . 13(I elf 0,.4- 1 xxt z3 Xx 2 --7-¢ ■ MY ?.of 6. ■U e/ . 2a Ali 85 ,49 XXt t A Z r'Z� S. /0(1 4, �`� CULP AND TANNER STRUCTURAL ENGINEERS JOB wV' ENGINEER DESIGN OF DTA =17"/IF-c- jZ Cn/ 33 F- SHEET NO. DATE Z L4sff /6 ceA Ali - j 0 ;C'44 4 oS Il �t.T �o,M Pon/C�✓T �n� cc;v" y ZSro ` �615- 33 F- SHEET NO. DATE Z L4sff /6 ceA Ali - j 0 ;C'44 4 oS Il �t.T �o,M Pon/C�✓T �n� cc;v" y ZSro r i 600 AND TANNER STRUCTURAL ENGINEERS JOB ENGINEER / DESIGN OF SHEET NO. DATE 1 JOB S^A-F" atNA7- ENGINEER DESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS SHEET NO. DATE Or -s 7 -LI PFY- 6, c Cv— ih" .00ww 7-116 Z 1 . ks 7.5 &K rz,� /Vil kv,!Fg) x 1 � X3, V3 (13 1. - 'snelgrnve SYSTEM L=1 JOINTS '1 X=0 Y=0 2=0 2 X=0 Y=108 2=O 3 X=150 Y=108 ?=0 4 X=150 Y=0 :=0 RESTRAINTS 111 R=111111 '231 R=001110 4 4 1 R =1 1 1 1 1 1 ' FRAME NM=2 1 SH=N12X30 E=29000 '2 S1=18X3I E=29000 1 1 2 M=2 LP=1 0 2 2 3 M=1 LP=1 0 3 3 4 M=2 LP=1 0 LOADS 2 L=1 F=6.98 3 L=I F=6.98 154p +- jo$ 1. - ' CULP L TANNER PAGE 1 PROGRAM:SAP90/F1LE:y4.SOL snelgrove ' JOINT DISPLACEMENTS t0. LOAD CONDITION 1 - DISPLACEMENTS 'U' AND ROTATIONS 'R' ' JOINT U(X) U(Y) R(Z) ) .000000 .000000 .000000 2 .333241 .001130 -.001369 ' 3 .333241 -.00IB30 -.001369 4 .000000 .000000 .000000 t0. ' CULP L TANNER PAGE 2 PROGRAM:SAP90/F1LE:y4.SDl snelgrove ' REACTIONS AND APPLIED FORCES LOAD CONDITION 1 - FORCES 15 AND MOMENTS 'MR JOINT F(%) F(Y) M(2) 1 -6.9800 -4.4866 417.3430 2 6.9800 .0000 .0000_. 3 6.9800 .0000 .0000 4 -6.9800 4.4866 417.3430 ' TOTAL .0000E+00 .8882E-15 .8347E+03 1 1 ' CULP 6 TANNER PARE 1 ' PROGRAM:SAP901FILE:v4.F3F snelgrove FRAME ELEMENT FORCES ELT LOAD AXIAL DIST 1-2 PLANE 1-3 PLANE AXIAL ' ID COND FORCE ENDI SHEAR MOMENT SHEAR MOMENI TORE 1 ------------------------------------------- 1 4.49 ' .0 108.0 6.98 6.98 -417.34 336.50 2 ------------------------------------------- '.0 -4.49 336.50 150.0- -4.49 -336.50 3 ------------------------------------------- 1 -4.49 .0 6.98 -336.50 108.0 6.98 417.34 SPREAD FOOTING DESIGN PROGRAM sne 1 g rC eve garage footing Culp & Tanner. 1L -i. INPUT DATA: f Flo ............................................ 3.00 ksi Fy ...... 7 ...................................... 60.00 ksi Column Dimension Parallel to Moment ............ 12.00 in Column Dimension Perpendi.cular to Moment ....... 12.00 in Allowable Soil bearing ......................... 1.50 ksfAllowable Increase for EQ: 33.00 LOADS AXIAL. (Kips) MOMENT (kip -ft) DL 9.30 0. 00 LL 2.00 0.00 EG! 8.75 34.80 ULTIMATE DESIGN LOAD CASES: 1. 4DL+1. 7LL 1 . 4 (DL+LL+Els ) . 9DL+1 . 4EO FOOTING DIMENSIONS: / Parallel to Column Mordent ............7......... S.00 ft V Perpendicular to Column Moment ................. 3;00 ft Dead + Live Load Soil Bearing = 0.47 ksf Maximum Soil Bearing = 1.97 ksf Controlling load case for soil bearing: DL+LL+Eu FOOTING THICKNESS: / Total Footing Thickness ........................ :_4.00 in v Actual d to � rebar = 20.00 in Minimum d to rebar for beam shear = 5.79 in Controlling load case: 1. 4 (DL+LL+ED ) Minimum d to rebar for punching = 6.00 in Cant ri 1 1 i ng load case: 1 . 4 (DL+LL+EGA ) Max. Punching Shear Stress = 0.018 ksi Controlling load case: 1 . 4 (DL*L.L+EG? ) REINFORCING: As parallel to column moment ................... 1.5G sq -in (minima Controlling load case: 1 . 4 (DL+LL+EG! ) As perpendicular to column moment .............. 4.15 sq -in (min:imu Controlling load case: 1. 4 (DL+LL+EG! ) STRUCTURAL CALCULATIONS �■ - . FOR" r .MIC_ HAEL- LEE, BUILDER F SNELGROVE RESIDENCE BR.EE CT. DURHAM,, -CA AP# .40 - 10 053 _ DECEMBER 6,,19'93' 1� QaOFESS►pNq< w No. 2563 �� F of CA�1Fp STRUCTURAL ENGINEERS Culp Manner ,.55Independence Circle, Suite _ 201 Chico, California 95926' _ �/ t (916) 895-3518 FAX (916) 895-3544 JOB ENGINEER DESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS SHEET NO. DATE 9 40 Ps F J gooF Pira, est Ef /&Itoc �1. 7r44S5 2X 2 -T _ _ ��, .�� �I ►� __ _21.8 2-213 . . /0 CPA L- Z 6 _ lie a N 91 y 14� _ I Gv ' I I 6`sr-r ?K y 3(09 /Z • /2v Zc7 s i iz3 `1 OA 350 �2- 3199 ►351�..� � _ � 199 3SD �x L to _ �t nn �� /` CULP AND TANNER AMP /`. STRUCTURAL ENGINEERS � JOB SA G 4,7v m- SHEET NO. ENGINEERnDATE 9� r DESIGN OF GLASS r*6(X- 2-53-3 12 I wI SCO al4� 7-60 + 19, 1 S� t �Z-F-/v)C o �-lo> = 121c Tz�. � 145 r0 /4- use z' Z�.CP /, S �/,?3) . .. Ole . _. . CULP AND TANNER STRUCTURAL ENGINEERS SHEET NO. DATE JOB' ENGINEER TXL- ESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS SHEET NO. DATE CULP AND TANNER STRUCTURAL ENGINEERS COs SNS- L► ENGINEER DESIGN OF 40 cl 15 IIS (LI I az SHEET NO. DATE _ 0 CULP AND TANNER STRUCTURAL ENGINEERS JOB �yll� ENGINEER DESIGN OF -Nj 1�lC�//V17 SHEET NO. DATE JOB _ ENGINEER DESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS C -Z SHEET NO. DATE JOB Lr -; z s4ac(I novrz-- ENGINEER P46-- DESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS s�tSr'►rC ���5 SHEET NO. DATE -3 egg 0i,0E 090->2 rrR-� l' i s Y .zcgo 12w = Co 3 = ' ✓✓t-� �j �,��L s y5 �.-� C r 4 !�T' t�L�► �o --_ 2r 10 _ .. _ ... ._ .... _. CULP AND TANNER II STRUCTURAL ENGINEERS JOB ` 1�(. �r a 3Vy ENGINEER / DESIGN OF SHEET NO. DATE /Vs ►200 Z,v10 Tc 32� Mos .Z .I4o I, ZG &I Zb 1 z, 63 IS�}� - 2 914 Z130. 13 ,3I9 lo3g -4Iv-3 599, S,S 12-1 �S S Gam . -7-0 ,_3s �r•� rL€ C�.to �,41e _... ld _.._ 4,a1 z cc,5 Z5 .. (, s 1_ j -5P 3 JOB , S0� Ctb► ENGINEER/ DESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS SHEET NO. DATE �. 5�Lsi 8A G K 4orip &,,\rN rTs 6 vF- 40 1010; _ l C �-� SA. 231 ,_ ,--_�°�' �z��-~ � '__-_-_ _'-_-_-�� -----' -_ �� - ---__�--'�-__-__--___-___- ��~ '_ _'_ -'-' .-'--_'- _-----__--� .-'--'--�'-' ____-__�_--- � � ----'_.-_�---_--_-__-'_'_ / � ' � -.' ---�- � � �_-__--�--_---__--'____-___� _ � - -- � ---__'---_-__-�-' ' � � '.��--_.-_'___- -__-_- -' --__-__----------_-___� . � � � - �� ' ' � � � ' - � - - � '-' �� _'_- O M 4 n l a, 9 > O's 1-_75 Tl I. �• �. _ ; -- _ --- _ — - _ '"� _ _ --- . _ - � _ _ _sem - -- -.. 1� i 3 A O u_._..------�•-- -....-- __.-._ ._ - - -- !r ..._.. .._ . .._ ~- '_-_ �°�' �xr�-~ � � � �� � '- � --_-----_'-__-'_-� --_-___----'--' -_' -' '_ _'_ ' ---_-_-_.-'--__--__-�_' � .--- -' . ` ' .----'' -_-'`�_--__'�-----'- _�'_' - --'-'.--�------______'-'' / - � � �--' ---�- ' � ' � _-'__'__�--_----_-_--___'___�_ - ' - - -_--``_---''____--__'---'--- _-�- '' _-_� _'---__ � ' _'__-___ �� '- --__-____�� ' ' � �- . . ' � � � � � - ' � ' ` - ' - ``' � _ - . -- � ' __ � - � -_ - ._- ^' snelgrave SYSTEM' L=1 JOINTS X=0 Y=0 Z=0 X=0 Y=108 Z=0 3 X=150 Y=108 Z=0 4 X=150 Y=0 Z=0 RESTRAINTS 1 1 1 R=1 1 1 1 1 1 2 3 1 R=0 0 1 1 1 0 r� 4 4 1 R=1 1 1 1 .,L 1 I FRAME_ NM =2 1 SH=W12X30 E=29000 2 SH=W8X31 E=29000 1 1 2 M=2 LP=1 0 2 2 3 M=1 LP= i. 0 3 3 4 M=2 LP=1 0 LOADS - L=1 F=4.65 3 L=1 F-4.65 STRUCTURAL ANALYSIS PROGRAMS VERSION 5.03 Copyright (C) 1978-1988 EDWARD L.• WILSON All rights reserved CULP R TANNER sne l grc.ve Wage i C � �7 15 .J O 1 N T D I S P L A C F_ M E= N T S /So PAGE 1 PROGRAM:SAP90/FILE:y2.S0L ILOAD CONDITION 1 - DISPLACEMENTS "U" AND ROTATIONS "R" JOINT U(X) U(Y) R(Z) 1 . 000000 . 000000 .000000 2 .220002 .001219 -.000912 3 .222002 -.001219 -.000912 4 .000000 .000000 .000000 YS _ Poe 2 CULP, & TANNER F'AGE 2 PROGRAM:SAP90/FILE:y2.SOL snelgrove 'E ^' R A C T I O N S A IV D A P F' L I E D F O R C E S LOAD CONDITION 1 - FORCES "F". AND MOMENTS "M" JOINT F(X) F(Y) M(Z) -2.13889 278. 0293 1 -4. 6500 2 4.6500 .0000 .0000 3 4.6500 .0000 .0000 4 -4.6500 2.9889 278.0293 TOTAL . 0000E+00 . 0000F_+00 . 5561 E-+-03 F R A M E E L E M E N T F O R C E S ELT LOAD AXIAL DIST 1-2 PLANE 1-3 PLANE AXIAL ID COND FORCE ENDI SHEAR MOMENT SHEAR MOMENT TORO! 1 ------------------------------------------ ------------------------------------------- 2.99 2.99 .0 4.65 -278.03 108.0 4.65 224.17 -------------------------------------------- ----------------------------------- ..00 .00 .0 -2.99 224. 17 150.0 -2.99 -224.17 J------------ ------------------------------- .0 4.65 -224.17 108.0 4.65 278.03 CULP AND TANNER STRUCTURAL ENGINEERS 'Oe ENGINEER h/ �l DESIGN OF Cf Bo L.7-5 0 A -S IZ L SHEET NO. DATE �� SPREAD FOOTING DESIGN PROGRAM snelgrove garage frame ,INPUT DATA: F'c............................................ Fy............................................. Column Dimension Parallel to Moment ............ Column Dimension Perpendicular to Moment ....... Allowable Soil bearing ......................... Allowable Increase for ED: 33.00 % 16 Culp .& Tanner. 3. 00 ksi 60. 00 ksi 14. 00 in 14. 00 in 1. 50 ksf LOADS AXIAL (Kips) MOMENT (kip -ft) DL 9.30 0.01A LL C. 00 0.00 EQ 5.83 23.20 ULTIMATE DESIGN LOAD CASES: 1. 4DL+1 . 7LL 1.4(DL+LL+EQ) . 9DL+1 . 4E(2 FOOTING DIMENSIONS: Parallel to Column Mordent ...................... 6.50 ft Perpendicular to Column Moment ................. 3.00 ft Dead + Live Load Soil Bearing = 0.58 ksf Maximum Soil Bearing = 2.01 ksf Controlling load case for soil bearing: DL+LL+EQ FOOTING THICKNESS: ' Total Footing Thickness 24. 00 in Actual d to rebar = 20.00 in Minimum d to rebar for beam shear = 4.59 in Controlling load case: 1.4(DL+LL+F0) Minimum d to rebar for punching = 4.00 in Controlling load case: 1 . 4 (DL+LL+EQ ) Max. Punching Shear Stress = 0.011 ksi Controlling load case: 1. 4 (DL+LL+EO ) REINFORCING: As parallel to column moment 1.56 sq -in (mini Controlling load case: 1. 4 (DL+LL+EQ) As perpendicular to column moment 3.37 sq -in (mina. Controlling load mad case : 1 . 4 (DL+LL+EGA ) cr�-�-lam k�i/JD lee/snelgnove typical horizontal exposure = b Cq = 1.3 1991 ubc wind wind speed = 70 mph p = Ce Cq qs I importance = 1 height Ce Cq qs I p 0 - 15 0.62 1.3 12.6 1 10.16 20 0.67 1.3 12.6 1 10.97 25 0.72 1.3 12.6 1 11.79 30 0.76 1.3 12.6 1 12.45 40 0.84 1.3 12.6 1 13.76 lee/snelgrove typical vertical exposure = b Cq =• 0.7 1.391 ubc wind wind speed = 70 .mph P = Ce Cq qs I importance = i height Ce Cq qs I p 0 - 15 0.62 0.7 12.6 1 5.47 20 0.67 0.7 12.6 1 5.91 25 0.72 0.7' 12.6 1 6.35 30 0.76 0.7 12.6 1 6.70 40 0.84 0.7 12.6 1 7.41 0 MEI z JOB' • ENGINEER DESIGN OF CULP AND TANNER STRUCTURAL ENGINEERS z0 SHEET NO. DATE 1 20 2S A-V 19 - is 53 Z& s... 13 ?-S 5 2.-2- 22 .Z 22 ga. Sure -Board 20 ga. 1 24' o.c. 16x1' bugle sEismic one side 1 12' o.c. fieid laid vertically 1 6" o,c. edges 3 ends i4 2i ga. Sure -Board 20 ga. 1 24' o.c. 16x1' bugis 48 16 8 -." ssismic one sine 1 12' o.c. field laid vertically v :" o.c. edges s ends 1i 2i ga, Sure-3oard 18 ga. t 24' o.c. 16x1' bugle t0 16 $ 364 se imic one side 1 12' o.c. field laid vertically E 3" o.c. edges b ends 16 22 ga. Sure-3oard 20 ga. 1 24' O.C. 16x1' bugie 10 16 NA 314 seismic one side t 12' o.c. field la;d vertically 1 4" o.c, edges 6 ends i,x � ga. �UfE-30=,r,+ ., 18 ga. 1 _4' mc. Pax I* bugle 10 '6 44 404 seimic one side 1 121 m. fiEid laid ver•.icaliy 6" O.C. edges 6 ends _. ca, adre-BCdr. 20 ga, 124 g.C. 16x1' bugle 2 6 NA 41: SeiSxi.t are side 1 12 G... field laid vertically 1 2" C," edges 3 ends 2 "2 ga. SL,, oard 211 aa. 1 14' o.c. 16x1' bugle .. 6 NA 4'E seismic one side t 12' c.c. �ielc tail 'vertically E : o.c. edges b A1C_ :1 22 ga, Sure-Bcara 16 ca, 1 24' o.c. 16x1' bugle 1: N A;y.:? seisaic one side (i°: ksi.'• @ 12' c.c. fieid I 5vlicE.' 1 " o,c. edges a ends 22 2i p, Sure-3oard 1R ga. 1 24' o.". 16x1' bugle 2 8 NA 488 seismic one sine 4 i2' o.c.. field laic o.c, edges & ends 24 22 ca, Sure -Board 18 ga. 1 24' o.c. 1611' bugle :2 8 NA 121 seiscic one side 1 12' c.c, field laid vertically 1 4" O.C. edges 4 ends 21 22 ga. Sure -Board 16 ga. 1 24' o.c. 16x1' bugle 24 8 NA 621 seismic one side (50 ksi) 1 12' e.c. fieid laid vertically @ 4" o.c. edges E ends 28 22 ca, Sure -board 18 ga. 1 24' O.C. 16.11' bugle 24 NA ;:? seism.ic one sine 1 12' o.c. field laid verticaiiy 1 3" o,c, edges d ends 2y 22 ga. Sure-3oard 20 ga. 1 24' o.c. 16xl' bugle 2a 8 NA 640 seismic one side p 12' o.c. field laid vertically rs . a,c, edges b ends JI 22 ga. Sure-Eoard 16 aa. ! "c:' O.C. 16x1' bugle 16 F NA 7:4 seism: one side (50 ksi) ! :2' o.c. fik laid (erticaily ! 3' o.c. edges S ends 34 22 aa. Sure -Board 18 ga. ! 24' o.c. 16x1' bugle 16 3 NA :1c seisrtc one side ! 12' o.c. field laid vertically ! 2" o.c. edges 6 ends 6 22 ga. Sure -Board 16 ga. ! 24' c.c. 16x'' bugle 16 NA NA 1J'C seis4ic one sine (50 ksi; ! 12' o.c. field laid vertically ! 2" o.c. edges 3 ends 41 END Notes: 1) When applying gypsum wallboard, stagger end joints of adjacent courses. 2) Screws for Sure -Board or standard gypsum wall board or to be Bui ldex. brand or approved equal, size as noted. 3) Screws for metal lath to be Buildex brand #8 diameter with Climaseal finish, or approved equal. 4) Provide E.S. to studs or posts at holdown locations. 5) Use 1 3/8" flange cee studs at all shear walls unless noted otherwise. 6) Lath shall be galv. expanded metal rib 3.4 lbs. per square yard minimum, or equal. 7) See plans and details for special anchor bolting and holdown details. 8) Sure.-BoardlN is a Patent Pending wall board product manufacturered by Sure -Tie, Inc. 9) For Sure -Board laid horizontally, provide a continuous 20 ga. strap at the horizontal butt joint, to facilitate E.S. 10) # Denotes number of sill bolt at shear wall (equally spaced). 1 u L f'. I - Z3 ICBO Evaluation Service, Inca A subsidiary corporation of the International Conference of Building Officials 9(!' TM EVALUATION REPORT Report No. 3403P ,.- 11. - Dec -ember, 1989 Fling Category: Design -Steel CEMCO STRUCTURAL STEEL FRAMING AND PARTITION STEEL FRAMING CALIFORNIA EXPANDED METAL PRODUCTS CO. 263 COVINA LANE CITY OF INDUSTRY, CALIFORNIA 91744 1. Subject: CEMCO Structural Steel Framing and Partition Steel Fram- ing. IL Description: A. General: CEMCO products consist of structural steel framing bearing elements and partition steel framing nonbearing elements. of hot- and cold -rolled steel of various gauges and forms. Section properties, allowable partition heights and joist spans are set forth in the tables accompanying this report. B. CEMCO Structural Framing: I. "C" Studs and Joists (CS & ECS): Structural steel framine "C" studs and joists are roll -formed, punched or unpunched studs with a "/in -inch minimum return on the out- standing flanges and have depths of 10. 8, 6, 4. 3%. 31/2, 31/4 and 21L inches. The sections have 15!s -inch- and l Nx-inch-wide flanges and are manufactured from 0.0747 -inch (No. 14 gauge). 0.0598 -inch (No. 16 gauee). 0.0478 -inch (No. 18 eauee) and 0.0359 -inch (No. 20 gauge) thick material. The web punching consists of a "rectaneular" 3'/4 -inch pattern with maximum punched depths of 2'/2 inches in the 10 -inch. 8 -inch and 6 - inch stud sections. I5/K inches in the 4 -inch, 35/K -inch, 3'/2 -inch and 3114 - inch stud: and 1 inch in the 21!2 -inch stud sections. See Table No. I for section properties. Web punch -outs are spaced 12 inches on center. 2. Standard Flange Studs (SFS): The roll -formed punched channels are formed in 10, 8, 6.4. 35/K and 2'/2 -inch depths from 0.0747 -inch, 0.0598 - inch and 0.0478 -inch -thick material. The sections have 1 -inch -wide flanges. The punching consists of the same "rectangular" pattern specified in paragraph 11, B-1. See Table No. 1 for section properties. Web punch -outs are spaced 12 inches on center. 3. Wide Flange Studs (WFS): Wide flange studs are punched channel studs. having depths of 10, 8.6.4.35/K and 2'/2 inches and roll -formed from 0.0747 -inch. 0.0598 -inch and 0.0478 -inch -thick material. All of the sec- tions have 1318 -inch -wide flanges. The web punching consists of the same "rectangular" pattern specified in paragraph IL B -I. See Table No. I for section properties. Web punch -outs are spaced 12 inches on center. 4. Track Sections (SLT): Standard track sections are unpunched channel sections. sized in depth to fit over the flanges of "C" studs, "C" joists, standard flange studs and wide flange studs and are manufactured in 0.0598 -inch and 0.0478 -inch thicknesses. The track sections are�manufac-.; .; cured to accommodate 10-. 8-. 6-, 4-, 35/K-, 3'/2-, 31/4- and 21/2 -inch -deep stud sections. See Table No. I for section properties. 5. Deep Leg Track Sections (DLT): These sections have wider flanges than the Standard Track Sections and are manufactured in 0.0598 -inch and 0.0478 -inch thicknesses and are intended to fit over the 10-,8-,6-,4-,3-1/8-, 31/2-, 31/4- and 21/2 -inch -deep sections. See Table No. 1 for section proper- ties. 6. Bridging Sections (B18UP): Bridging members, unpunched, in 0.0478 -inch thickness. are manufactured to fit within the flanges of the nominal size joists and studs. See Table No. I for additional details. 7. Allowable Concentrated Loads and Reactions, Stud Heights and Joist Spans: The allowable concentrated loads. reactions, spans and heights forjoists, ceiling runners. curtain walls and interior partitions are set forth in Tables Nos. I I throuch V 1. C. CEMCO Partition Steel Framing: 1. Studs and Floor -Ceiling Tracks: Partition steel framing studs are roll -formed from a continuous coil of sheet steel of' No. 25 and No. 20 manufacturer's standard gauges. Series- SS25 is produced from 0.0188 -inch steel and Series-CSS25 from 0.0209 - inch steel. Series-SS20 is produced from 0.0360 -inch steel and Series- CSS20 from 0.0396 -inch steel. The studs have a modified "C" shape with flanee stiffeners consisting of a flat section with a lip bent at an angle of 90 degrees. All stud flanges are I'/4 inches wide on one flange and 13/K inches on the opposite flange with indention patterns on both to receive covering material fasteners. See Table No. V11 for section properties. Series-SS25 and CSS25 studs are available in depths of 15/x, 21/2, 31/4, 3'/2, 35/K and 4 inches. Series-SS20 and CSS20 are available in depths of 2'12.3'/4. 3'/2. 35/8, 4, 6 and 8 inches. The stud web contains utility punch outs spaced approximately 24 inches on center. The floor -ceiling tracks Series-SST25-SSTL25-CST25 are produced from 0.0209 -inch steel and Series-SST20-SSTL20-CSTL-20 from 0.0396 - inch steel. The tracks are equal in width to the stud depth and have flanges 1114 inches to 11/2 inches wide. The flanges are bent inward to provide a clamping force when the studs are inserted. There are no other attachments required to connect the stud to the floor or ceiling tracks. I. Allowable Stud Heights and Joist Spans: The allowable spans and heiehts forceiling runners, curtain walls and interior partitions are set forth in Tables Nos. VIll and IX. 3. Furring Channels (FHC25): Screwable furring channels are manu- factured of hot- and cold -rolled steel, roll -formed into hat -channel sections from 0.0188 -inch -thick material. Channels have a 23/4 -inch base width, base flanges'/2-inch-wide with hemmed edges and a depth of 7/8 inches. See Table No. V11 for section properties. 4. Continuous Lateral Support of Studs: Methods of obtaining the equivalent of continuous lateral support of studs and joist flanges are noted in Table No. X. 5. Composite Sections of No. 25 Gauge Gypsum Wallboard and Veneer Base: Allowable partition heights based on wallboard or veneer base and No. 25 gauge steel studs acting as a composite section are set forth in Tables Nos. X1 and XII. D. Materials and Design: 1. Materials: No. 14 and No. 16 gauge materials comply with ASTM A 446 Grade D, galvanized and ASTM A 570 Grade 50, hot rolled, and have a minimum yield point of 50 ksi. No. 18 gauge sections comply with ASTM A Grade A, galvanized and ASTM A 570 Grade 33, hot.rolhd and have a minimum yield point of 33 ksi. No. 20 gauge sections comply with ASTM A 446 Grade A, galvanized and ASTM A 611 Grade C, cold rolled and have a minimum vield of 33 ksi. No. 25 gauge also have a yield of 33 ksi and conform to ASTM A 446 Grade A. 2. Design: Section properties and load tables are based on design criteria in U.B.C. Standard No. 27-9. Deflection criteria for joists are based upon members having maximum deflections of LJ360 for live loads and L/240 for dead loads plus live loads. Deflection criteria for wall studs are as noted in the tables. All material thicknesses noted are base metal thicknesses, exclu- sive of finish material and are available with either a galvanized or factory - applied paint finish. Continuous adequate lateral support must be provided for both stud flanges with wall coverings and minimum attachments in accordance with the code. The tables referenced in this report assume that both flanges of the joists are supported by sheathing or bracing complying with U.B.C. Standard No. 27-9. E. Fire -resistive Construction: CEMCO sections may be used in fire - resistive construction where generically indicated in Table No. 43-B of the Uniform Building Code or where similar steel thicknesses are specified for generic assemblies in the Fire Resistance Design Manual, 1981 Edition, as published by the Gypsum Association. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tear or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation .Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 FORM 835 kge2of2 , F. Identification: CE;`ICO Structural Steel Framim_ and Partition Stec! •ing are permanently identified with the name "CE.ICO-ICBO ES No. -P" and _au_e of steel st:unped omu each steel section. As an alternate. Jpallets will have an identifvin_ ta_ indicating company name. _:w_e of steel ind section desiatation. III. Evidence Submitted: Production samples. complete Truss-scctit)hal ,knails and ealcuiations have heen submitted. Findings I\'. Findings: That the CEIICO Structural Steel Framing and Parti- tion Steel Framing described in this report complies with the 198_5 Uniform Building Code. subject to the following conditions: Report No. 3403P I. Allowable spans and loadings do not exceed those set forth in Tables Nos. I through \11 found in CEMCO brochure "Steel Framing Systems" dated December, 1989. ?. Complete plans are submitted to the building official for ap- proval; calculations must he included for load-bearing condi- tions. 3. Installation complies with the code and manufacturer's instruc. tions. This report is subject to re-examination in one year. N TABLE NC 11.2,3.4,5.6 n SECTION PROPERTIES U DIMENSIONS (W.) UNREDUCED GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES TORSION: FLEXURAL PROPERTIES DEPTH FLANGE PUNCHOUT RETURN HICKNESS - - L x W - - GA. WEIGHT AREA Ix Sx ly AREA Ix [illl- MOMENT XO Cw Ro BETA SECTIONRESIST DESIGNATION - LB./FT. Inl In.' In.' Li.' ln.' In.' ' IN. LBS. In. in.' In 6 In. - SERIES "CSI' - PUNCHED "C" SCUDS & JOISTS, 1-5/8" FLANGE 250CS14P 2-1/2 1-5/8 L = 2'� W= 0.750 9/16 0.0747 14 1.530 0.475 0.477 0.382 0.179 0.419 0.475 0.380 0.155 11,372 •1.512 0.000884 0.3110 1.915 0.377 0.0598 16 1.240 0.386 0.394 0.315 0.149 0.341 0.392 0.312 0.128 9,350 1.522 0.000460 0.2619 1.929 0.378 250CS14P 0.0478 18 1.001 0.312 0.323 0.258 0.123 0.277 0.321 0.255 0.104 5,043 1.530 0.000238 0.2179 1.941 0.379 250CS I RP 0.0359 20 0.759 0.237 0.247 0.198 0.095 0.210 0.238 0.185 0.074 3,649 1.542 0.000102 0.1700 1.955 0.378 250CS20P 0.0747 14r7040.550 1.048 0.599 0.203 0.438 1.026 0.585 0.164 17,526 1.357 0.001022 0.5793 2.029 0.552 350CS14P 3-1/2 1-5/8350CSIRP L = 3.250 W= 1500 0.0598 160.446 0.861 0.492 0.169 0.356 0.838 0.473 0.130 14,160 1.369 0.000532 0.4853 2.045 0.552 3SOCS16P 0.0478 I80.360 0.702 0.401 0.139 0.284 0.683 0.384 0.106 7,596 1.378 0.000274 0.4021 2.058 0. 2 0.0359 200.273 0.536 0.306 0.107 0.204 0.504 0.275 0.075 5,429 1.390 0.000117 0.3124 2.071 0.550 350CS20P 0.0747 14 1.737 0.559 1.138 0.628 0.205 0.447 1.114 0.612 0.168 18,325 1.341 0.001040 0.6208 2.049 0.572 362CS14P 3-5/8 1-5/8 L = 3.250 W = 1.500 0.0598 16 1.406 0.453 0.934 0.515 0.171 0.364 0.909 0.493 0.132 14,775 1.352 0.000540 0.5198 2.065 0.571 362CS16P 0.0478 18 1.133 0.366 0.762 0.420 0.141 0.285 0.740 0.401 0.107 7,921 1.361 0.000279 0.4306 2.078 0.571 362CS I S P 0.0359 20 0.858 0.277 0.581 0.321 0.108 10.205 0.545 0.286 0.076 5,652 1.373 0.000119 0.3344 2.092 0.569 362CS20P 0.0747 14 1.835 0.587 1.434 0.717 0.212 0.475 1.402 0.692 0.173 20,725 1.293 0.001092 0.7567 2.116 0.626 400CS14P 4 1-5/8 L = 3.250 W= 1.500 0.0598 16 1.484 0.476 1.176 0.588 0.177 0.370 1.140 0.555 0.135 16,617 1.304 0.000867 0.6327 2.132 0.626 400CS16P 0.0478 18. 1.196 0.384 0.958 0.479 0.146 0.287 0.927 0.450 0.110 8,895 1.314 0.000293 0.5236 2.145 0.625 400CS18P 0.0359 20, 0.905 0.291 0.730 0.365 0.112 0.204 0.681 0.320 0.076 6,318 1.326 0.000125 0.4062 2.188 0.623 400CS20P 0.0747 14 2.199 0.736 3.758 1.253 0.241 1.123 0.186 33,614 1.092 0.001370 1.7893 2.574 0.820 600CS14P 6 I-5/8 L = 3.250 W = 1.500600CS2UP 0.0598 16 1.827 0.595 3.068 1.023 0.201 2.867 0.883 0.142 26,426 1.104 0.000710 1.4887 2.590 0.818 600CS16P 0.0478 I8 1.429 0.480 2.491 0.830 r0.4873.579 0.165 2.321 0.712 0.115 14,079 1.114 0.000365 1.2271 2.604 0.817 600CS18P 0.0359 20 1.080 0.362 1.893 0.631 0.127 1.681 0.498 0.079 9,851 1.125 0.000156 0.9484 2.616 0.815 0.0747 14 2.706 0.886 7.556 0.260 0.496 6.869 1.561 0.189 46,737 0.950 0.001648 3.3903 3.119 0.907 ROOCSI4P 8 1-5/8 L = 4.250 W= 2'800 0.0598 16 2.183 0.715 6.153 0.216 0.372 5.455 1.215 0.143 36,369 0.962 0.000852 2.8130 3.136 0.906 800CS16P 0.0478 18 1.754. 0.575 4.984 F2.625 0.178 0.291 4.405 0.978 0.116 19,331 .0.971 0.000438 2.3135 3.149 0.905 800CS18P 0.0747 14 3.217 1.035 13.1270.274 0.508 11.407 1.996 0.192 59,755 .843 0.001926 5.6088 3.695 0.948 IOOOCS14P 10 1-5/8 L = 4.250 W= 2.500 0.0598 16 2.589 0.835 10.667 2.133 0.228 0.379 8.993 1.543 0.144 46,186 .854 0.000995 4.6457 3.713 0.947 1000CS16P 0,0478 IS 2.079 0.671 8.628 1.726 0.188 0.295 7.250 1.241 0.117 24,516 0.863 0.000511 3.8157 3.726 0.946 IOOOCSIRP 0.0747 14 3.790 1.185 20.770 3.462 0.284 0.518 17.205 2.434 0.194 72,882 0.759 0.002203 8.4776 4.281 0.969 1200CS14P 12 1-5/8 L = 4.250 W = 2'500 0.0598 16 2.989 0.954 16.852 2.809 0.236 0.385 13.494 1.874 0.146 56,096 .769 0.001137 7.0142 4.301 0.968 1200CS16P 0.0478 I8 2.402 0.766 13.615 2.269 0.195 0.297 10.865 1.506 0.118 29,750 .778 0.000584 5.7559 4.315 0.967 1200CS 1 RP U TABLE NO. I 1,2,3,4,5,6 SECTION PROPERTIES trnntinlipd) n ni E os DIMENSIONS (IN.) UNREDUCED GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES TORSION : FLEXURAL PROPERTIES SECTION DESIGNATION DEPTH FLANGE PUNCHOUT RETURN THICKNESS L x W- - GA. - WEIGHT LB./FT. AREA In.' Ix In.' Sx In., ly In., AREA In.' Ix In.' Sx In.' ly In.' RESIST MOMENT IN. LBS. Xo In. 1 In. Cw Ro BETA In.a In. - SERIES "ECS" - PUNCHED "C" STUDS & JOISTS, 1-3/8" FLANGE 250ECS14P 2-1/2 1-3/8 L = 2'� W= 0.750250ECS20P 9116 0.0747 14 1.400 0.338 0.120 0.382 0.420 0.336 0.104 10,056 -1.270 0.000814 0.2102 1.689 0.434 q430.422 0.0598 l6 1.136 0.350 0.280 0.100 0.311 0.347 0.277 0.086 8,284 1.280 0.000425 0.1778 1.703 0.435 250ECSl6P p,0478 I8 0.918 0.287 0.230 0.083 0.253 0.285 0.226 .0.070 4,476 1.288 0.000220 0.1485 1.715 0.436 250ECSIBP 0.0359 20 0.697 . 0.220 0.176 0.064 0.192 0,x217 0.171 0.050 3,372 -1.300 0.000094 0.1163 1.729 0.435 0.0747 14 1.574 0.512 0.938 0.536 0.135 0.400 1 0'.916 0.523 0.109 IS,652 -1.129 0.000953 0.3913 1.836 0.622 350ECS14P 3-1/2 1-3/8 L = 3.250 W = 1 500 1 0.0598 16 1.275 0.416 0.722 0.441 0.113 0.326 0.749 0.423 0.088 12,650 -1.140 0.000496 0.3293 1.852 0.621 350ECS16P 0.0478 18 1.029 0.336 0.631 0.361 0.094 0.261 0.611 0.344 0.072 6,794 -1.149 0.000256 0.2739 1.865 0-620 350ECSl8P 0.0359 20 0.780 0.255 0.482 0.275 0.073 0.187 0.461 0.255 0.051 5,043 -1.161 0.000109 0.2135 1.878 0.618 350ECS20P 0.0747 14 1.607 . 0.522 1.020 0.563 0.137 0.410 0.996 0.547 0.112 16,383 -1.114 0.000970 0.4194 1.860 0.641 362ECS14P 3-5/8 1-3/8 L = 3.250 �y= I.Spp 0.0598 16 .1.301 0.424 0.839 0.463 0.115 0.334 0.813 0.441 0.089 13,210 -1.125 0.000505 0.3528 1.876 0.640 362ECS16P 0.0478 18 1.050 0.342 0.685 0.378 0.095 0.262 0.663 0.359 0.073 7,090 -1.134 0.000261 0.639 0.2933 1.889 362ECS18P 0.0359 20 0.796 0.259 0.523 0.289 0.073 0.187 0.500 0.266 0.051 5,252 -1.146 0.000111 0.2286 1.902 0.637 362ECS20P 0.0747 14 1.704 0.550 1.290 0.645 0.142 0.438 1.258 0.620 0.116 18,577 -1.071 0.001022 0.5113 1.937 0.694 400ECS14P 4 1-3/8 L = 3.250 W = 1.500 0.0598 16 1.379 0.446 1.060 0.530 0.119 0.342 1.024 0.497 0.091 14,888 -1.082 0.000532 0.4295 1.953 0.693 400ECS16P 0.0478 18 1.112 0.360 0.865 0.432 0.098 0.264 0.833 0.404 0.074 7,978 -1.092 0.000274 0.3567 1.966 0.692 400ECS 18P 0.0359 20 0.843 0.273 0.660 0.330 0.076 0.187 0.626 0.297 0.052 5,877 -1.103 0.000117 0.2776 1.979 0.689 400ECS20P 0.0747 14 2.074 0.699 3.430 1.143 0.160 0.464 3.250 1.015 0.125 30,389 -0.893 0.001300 1.2097 2.436 0.866 600ECS14P 6 1-3/8W L = 3.250 = 1.500 0.0598 16 1.674 0.566 2.805 0.935 0.134 0.347 2.601 0.796 0.096 23,840 -0.905 0.000674 1.0109 2.452 0.864 600ECSI6P 0.0478 18 1.348 0.456 2.279 0.760 0.111 0.268 2.107 0.643 0.078 12,709 -0.914 0.000347 0.8361 2.46 0.8 63 600ECS I8P 0.0359 20 1.019 0.344 1.734 0.578 0.086 0.188 1.559 0.465 0.053 9,193 -0.925 O.OW148 0.6484 2.478 0.861 600ECS20P 0.0747 l4 2.581 0.849 6.970 1.174 0.172 0.480 6.276 1.417 0.128 42,438 -0.770 0.001578 2.2903 3.002 0.934 800ECSI4P 8 1-3/8 L ='4.250 W = 2.5� 0.0598 16 2.081 0.685 5.681 1.420 0.144 0.356 4.976 1.100 0'097 32,924 -0.781 0.000817 1.9084 3.019 0.933 800ECS16P 0.0478 18 1.673 0.551 4.606 1.152 0.119 0.272 4.021 0.886 0.079 17,509 -0.790 0.000420 1.5749 3.032 0.932 800ECS18P n ni E os m = m = m = = = m r m = m = = = = m A TABLE NO. 11.2.3'4,5,6 ____ SG ION PR0PERTICS(mKrnNur:D1 IMF 0El DIMENSIONS (IN.) UNREDUCED GROSS EFFECTIVE SECTION SECTION PROPERTIES PROPERTIES TORSION: FLEXURAL PROPERTIES SECTION DESIGNATION DEPTH FLANGE PUNCHOUT RETURN THICKNESS GA. WEIGHT AREA !x Sx ly AREA Ix Sx ly RESIST MOMENT Xo 1 Cw Ro BETA - - L x W - - - LB./FI . In.' In.' In.' In.' In.' In.' In.' I In.' 1 IN. LBS. In. In.' SERIES "XCS" - PUNCHED "C" STUDS & JOISTS, 211 FLANGE 362XCS14P 3-5/8 2 L = 3.250 W= 1.500 3/4 0.0747 14 2.028 0.643 1.352 0.746 0.381 0.531 1.328 0.730 0.305 21,861 -1.823 0.001196 1.3424 2.453 0.448 0.0598 16 1.599 0.521 1.107 0.611 0.315 0.431 1.073 0.581 0.237 17,392 -1.833 0.000621 1.1163 2.468 0.448 362XCS16P 0.0478 18 1.285 0.420 0.901 0.497 0.258 0.338 0.866 0.465 0.192 9,182 -1.842 0.000320 0.9197 2.480 0.448 362XCS18P 400XCS14P 4 2 L = 3.250 W= 1.500 0.0747 14 2.124 0.671 1.700 0.850 0.395 0.559 11.669 0.825 0.314 24,712 -1.766 0.001248 1.6035 2.498 0.500 0.0598 16 1.676 0.543 1.390 0.695 0.326 0.435 1.344 0.654 0.242 19,570 -1.777 0.000647 1.3319 2.514 0.500 400XCS16P 0.0478 18 1.346 1 0.438 1.130 0.565 0.267 0.340 1.083 0.522 0.195 10,317 -1.786 0.000333 1.0964 2.526 0.500 400XCS18P 600XCS14P 6 2 L = 3.250 W= 1.500 0.0747 14 2.607 0.820 4.404 1.468 0.454 0.566 4.227 1.337 0.335 40,019 -1.521 0.001526 3.5634 2.869 0.719 0.0598 16 2.056 0.663 3.587 1.196 0.375 0.432 3.364 1.041 0.252 31,181 -1.533 0.000790 2.9471 2.886 0.718 600XCS16P 0.0478 18 1.652 0.533 2.907 0.969 0.307 0.341 2.697 0.828 0.203 16,357 -1.542 0.000406 2.4178 2.899 0.717 600XCSI8P 80OXCS14P 8 2 L = 4.250 W= 2.500 0.0747 14 3.090 0.970 8.749 2.187 0.495 0.565 8.074 1.856 0.339 55,573 -1.342 0.001804 6.5781 3.366 0.841 0.0598 16 2.437 0.782 7.110 1.778 0.409 0.430 6.379 1.434 0.255 42,930 -1.353 0.000933 5.4267 3.383 0.840 800XCS16P 800XCS18P 0.0478 18 1.958 0.629 5.751 1.438 0.334 0.340 5.099 1.137 0.205 22,463 -1.363 0.000479 4.4429 3.396 0.839 IOOOXCS14P 10 2 L = 4.250 W= 2.500 0.0747 14 3.573 1.119 15.036 3.007 0.525 0.572 13.354 2.370 0.344 70,958 -1.204 0.002082 10.7521 3.918 0.906 0.0598 16 2.818 0.902 12.198 2.440 0.433 0.434 10.485 1.821 0.257 54,510 -1.215 0.001075 8.8553 3.935 0.905 IOOOXCS16P 0.0478 18 2.264 0.725 9.854 1.971 0.355 0.342 8.364 1.441 0.207 28,484 -1.225 0.000552 7.2405 3.948 10.904 10(X)XCS18P 1200XCS14P 12 2 L = 4.250 W= 2.500 0.0747 14 4.056 1.269 23.561 3.927 0.548 0.577 20.083 2.886 0.347 86,414 -1.093 0.002360 16.1596 4.494 0.941 0.0598 16 : 3.199 1.022 19.091 3.182 0.452 0.437 15.696 2.209 0.258 66,148 -1.105 0.001218 13.2939 4.511 0.940 1200XCS16P 0.0478 .18 2.570 0.820 15.4071 2.568 0.370 10.345 12.504 1.748 0.208 34,542 -1.114 0.000625 10.8600 4.525 0.939 120OXCS18P SERIES "XXC11 - PUNCHED IIC" STUDS & JOISTS, 2-1/2" FLANGE 600XXC14P 6 2-1/2 L = 3.250 W= 1.500 3/4 0.0747 14 2.849 0.895 5.060 1.687 0.775 0.631 4.582 1.388 0.566 41,570 1.959 0.001665 5.9834 3.218 0.629 0.0598 - 16 2.247 0.723 4.115 1.372 0.636 0.452 3.593 1.060 0.427 31,734 -1.971 0.000861 4.9286 3.234 0.629 600XXC16P 0.0478 18 1.805 0.581 3.331 1.110 0.519 0.368 2.994 0.902 0.344 17,816. -1.980 0.000443 4.0304 3.247 0.628 600XXC18P 0.0747 14 3.331 1.045 9.922 2.481 0.848 10.610 8.646 1.912 0.574 57,234 -1.749 0.001943 11.0428 3.656 0.771 800XXC14P 8 2-1/2 L = 4.250 W- 2'500 0.0598 16 1 2.628 0.842 8.053 2.013 0.696 0.437 6.738 1 1.450 0.4311 43,404 -1.761 10.001OG4 9.0742 13.673 0.770 800XXC16P 8O0XXC18P 0.0478 18 2.111 0.677 6.507 1.627 0.568 0.363 5.621 1.234 0.347 24,390 1.771 0.000516 7.4062 3.686 0.769 IOOOXXC14P 10 2-1/2 L = 4.250 W= 2.500 0.0747 14 3.814 1.194 16.875 3.375 0.903 0.605 14.164 2.432 0.583 72,807 -1.583 0.002221 18.0602 4.171 0.856 0.0598 16 3.008 0.962 13.676 2.735 0.742 0.433 10.979 1.837 0.434 54,986 -1.595 0.001146 14.8174 4.188 0.855 IOOOXXC16P 0.0478 18 2.417 0.804 11.485 2.297 0.628 0.386 19.694 1.668 10.369 32,954 -1.603 0.000665 12.5450 4.199 0.854 IO00XXC18P 1200XXC14P 12 2-1/2 L = 4.250 W= 2.500 0.0747 14 4.297 1.343 26.217 4.370 0.946 0.613 21.161 2.968 1 0.588 88,862 -1.449 0.002499 27.1765 4.724 0.906 0.0598 16 3.389 1.081 21.223 3.537 0.777 0.437 16.333 2.22610.4 7 66,634 -1.461 0.001289 22.2727 4.741 0.905 1200XXC16P 0.0478 18 2.723 0.868 17.114 2.852 0.633 0.364 13.653 1.893 0.351 37,415 1.470 0.000661 18.1403 4.755 0.904 1200XXC18P IMF 0El i r r rrr r r r r r itC-01 TABLE NO. I 1.2,3,4,=.6 SECTION PROPERTIES (CONTINUED) r r r r r �■r r� BETA 0.977 0.988 0.993 0.690 0.826 0.837 0.867 0.949 1) Resisting moment reported for major axis direction, and is based on the assumption that the compression flanges of the section are fully braced. 2) All properties were calculated using the latest provisions of U.B.C. Standard No. 27 - 9, Sections C3.2 and C3.4, Respectively. 3) Utility punchouts are assumed 24" on center. 4) Effective Section properties are calculated based on material yield stress occuring in the extreme frbers'of the section, accounting for punchouts if applicable. 5) For unequal flange sections, the lowest Sx is reported. 6) Studs must be checked for shear and web crippling capacity in accordance with U.B.C. Standard No. 27 - 9 Sections C3.2 and C3.4, respectively (Including provisions for punchouts The data contained in this CEMCO publication is intended to be informative and accurate. It should be used as a Technical Guideline only and does'not replace the Judgements and Designs of a qualified Architect and/or Engineer. Because physical properties vary from competitive products, information from this Publication should be used only with CEMCO Studs and Track Sections. CEMCO assumes no liability for failure resulting from the use of its drawings, Specifications, computations or for failure resulting from the use of alternative materials, or improper application or installation. UNREDUCED GROSS EFFECTIVE SECTION TORSION: FLEXURAL PROPERTIES DIMENSIONS (IN.) SECTION PROPERTIES PROPERTIES SECTION DEPTH FLANGE THICKNESS GAUGE[WEIGHT LB./FT. AREA In.' Ix Sx ly In! In.f In.' �ARTAI In' Sx In.' ly In.' RESIST MOMENTDESIGNATION_ IN. LBS. Xo In. I CW In.' In! Ro In. 14 -GAUGE -- SERIES "SMLT" UNPUNCHED SPECIAL MEDIUM LEG TRACK, 1-1/4" FLANGE(corn'wuEo) 26,549 -0.437 0.001173 0.8741 2.853 8WSMLTI4UP lOOOSMLTI4UP 12006MLT14UP 8 10 1-1/4 0.0697 12 20 -GAUGE -- 2.466 0.724 14 2.938 0.864 3.413 1.003 SERIES "SDLT" UNPUNCHED 5.690 1.398 0.069 0.724 5.538 1.344 0.056 10.039 1.980 0.071 0.864 9.803 1.913 0.057 37,803 -0.379 16.117 2.655 0.073 1.003 15,778 2.576 0.058 50,897 -0.335 SPECIAL DEEP LEG TRACK, 1-1/4" 2,176 -0.764 0.001399 1.4478 0.001625 2.1788 FLANGE 0.000078 0.0352 3.442 4.031 1.372 250SDLT200P 21/2 1-1/4 0.0359 20 0.646 0.181 0.207 0.154 0.028 0.181 0.166 0.110 0.015 0.760 0.217 0.432 0.234 0.031 0.217 0.357 0.176 .0.013 3,472 -0.671 0.000093 0.0743 1.608 350SDLT20UP 3-1/2 0.779 0.222 0.468 0.245 0.031 0.222 0.388 0.185 0.013 3;651 -0.662 0.00009S 0.0804 1.640 362SDLT20UP 3-5/8 0.817 0.235 0.585 0.279 0.032 0.235 0.488 0.213 0.013 4,212 -0.634 0.000101 0.1002 1.045 0.307 1.510 0.488 0.035 1 0.307 1 1.240 10.362 1 0.OII 1. -'.7,157 1 -0.519 0.000132 1 0.2501 1.739 2.303 400SDLT20UP 4 600SDLT20UP 6 BETA 0.977 0.988 0.993 0.690 0.826 0.837 0.867 0.949 1) Resisting moment reported for major axis direction, and is based on the assumption that the compression flanges of the section are fully braced. 2) All properties were calculated using the latest provisions of U.B.C. Standard No. 27 - 9, Sections C3.2 and C3.4, Respectively. 3) Utility punchouts are assumed 24" on center. 4) Effective Section properties are calculated based on material yield stress occuring in the extreme frbers'of the section, accounting for punchouts if applicable. 5) For unequal flange sections, the lowest Sx is reported. 6) Studs must be checked for shear and web crippling capacity in accordance with U.B.C. Standard No. 27 - 9 Sections C3.2 and C3.4, respectively (Including provisions for punchouts The data contained in this CEMCO publication is intended to be informative and accurate. It should be used as a Technical Guideline only and does'not replace the Judgements and Designs of a qualified Architect and/or Engineer. Because physical properties vary from competitive products, information from this Publication should be used only with CEMCO Studs and Track Sections. CEMCO assumes no liability for failure resulting from the use of its drawings, Specifications, computations or for failure resulting from the use of alternative materials, or improper application or installation. TABLE No. II 1'=,'4,5'6 MAXIMUM ALLOWABLE CONCENTRATED LOADS AND REACTIONS FOR SERIES "XXC-XCS-CS-ECS" --PUNCHED "C" JOIST WITH UNREINFORCED WEB (Pounds) n OJIIISI t•mxlh d .SIIIIINIIY COIIII111111LC JpIC( I,mxlh a( .SIII/I>rlli Cf111dI1101Li ,tIILCI Lmxlh of S11D1x1rt COI1d11101LC JOLSI Lmg ADDlication of Design Equations CASE 4 Interior Two -Flange CASE 3 CASE Loading End T - Flange Interior Two -Flange Jfyl jI Loading (( ' Loading n CASE 2 <S t h [I S Inleri0, One-FlID iye 111J1 -/ CASE 1 End One -Flange __-5! i1 gra Leading n n CASE'3 1/ / I i 1 n CASE I �j� ✓/� End Two -Flange End One -Flange <f r �{,/ CASE 4 Leading Loading 11� li 4 j ISI /iii [cite nor Two -Flange i loading I! CASE 2 CASE t Interior One -Flange End One-Flnage Loading Loading I ) Al locations of one concentrated load or reaction acting either on the top or bottom flange, when the clear dixtance between the bearing edges of this ad adjacent opposite concetrated loads or reactions is greeter than 1-1 /2 x depth. 2) At locations of two opposite concentrated or of a concentrated load and an opposite reaction acting simultaneously on the top ani bottom flanges, when the clear distance between their adjacent hearing edges is equal to or less than 1.1/2 x depth. 3) For end reactions of beams or concentrated loads on the end of canlideven when the distance from the edge of the bearing to the errd of the beam if less than 1-1/2 x depth. 4) For reaction and concentrated loads when the distance from the edge of bearing to the end of the beam in equal to or greeter than 1-I/2 x depth. 5) When any portion of the web opening is dirccdy over bearing arca, web stiffeners must be used. 6) Table values assume that the edge of the web opening (punchout) in greater than a distance of I -I/2 limes the stud depth from the edge of bearing. i�t M th a( Srrppori Conditions I4eorinx Designation Rearinx Dasignalion 8wring lil5i naUOn g Rearinx ,Z x,x x IJ Lt xJ x 3 4 L7 L/ 1.7 x I 2 3 4 I.x IA 1.1 xA I 2 3 4 1)4'sIbrlalllln Yrx-Mc 1 I j7 I,r 3 4 Yrrts:,1 l 2 (int-, 6" Joist Depth 8" Joist Depth 10" Joist Depth 12" Joist Depth 14 -Gauge 14 -Gauge 14 -Gauge 14 -Gauge 2.50 1,400 2,384 987 2,508 SOOXXCI4P 2.50 1,320 2,286 911 2,256 1000XXC 14 P 2.50 1,240 2,188 836 2,003 120OXXC 14 E' 2.50 1,159 2,090 760 1,750 60OXXC 14 P 3.00 1,471 2,474 1,036 2,529 14 P 800CS 3.00 1,386 2,373 957 2,274 14 P I OOOCS 3.00. 1,302 2,271 878 2,020 P 1200CS 3.00 1,217 2,169 798 1,765 6(N1XCS 14 P 3.625 1,558 2,587 1,098 2,555 3.625 1,469 2,481 1,014. 2,298 3.625 1,380 2,375 930 2,041 3.625 1,290 2,268 846 1,783 MMS 141' 4.00 1,611 2,655 1,135 2,571 800CS141' 1 4.00 1,519 2,546 1,048 2,312 1 IOOOCS14P 4.00 1,426 2,437 961 2,053 14 P 12000S14P 4.00 1,334 2,318 875 1,794 6001iCS141' 6.11(1 1,892 3,185 1,333 2,655 SOOECS141' 6.(N1 1,783 3,025 1,231 2,387 IOOOECSI4P 6.00 1,675 2,896 1,129 2,120 1200ECS14P 6.00 1,566 2,766 1,027 1,853 16 -Gauge 16 -Gauge 16 -Gauge 16 -Gauge 2.50 909 1,547 629 1,498 2.50 838 1,465 565 1,294 2.50 771 1,383 502 1,091 2.50 703 1,301 438 887 6(KIXXC t 6P 3.00 960 1,617 666 1,514 goo 16P 3.00 888 1,531 599 1,308 I OOOXXC 161' 3.00 816 1,445 531 1,102 120OXXC 16P 3.00 744 1,360 464 896 6(10XCS16" 3,625 1,027 1,695 713 I S33 800XCSl6P 3.625 950 1,605 640 1,324 IOOOXCSI6P 3.625 873 1,516 568 1,116 120OXCS16P 3,625 796 1,426 496 908 600CS16P 4.00 1,067 1,778 740 1,545 800CS161' 4.00 987 1,684 665 1,334 10(IOCSI6P 4.00 907 1,589 590 1,124 1200CS16P 4.00 827 1,495 SIS 914 6l>UIi(S161' 6.00 1,280 2,218 889 1,606 BOOE-CS161' 6.00 1,184 2,101 799 1,388 1000ECS16P 6.00 1,089 1,983 7(19 1,169 1200EiCS161' 6.00 993 1,866 618 951 18 -Gauge 18 -Gauge 2.50 462 743 314 645 2.50 416 692 271 523 600XXC181' 3.00 493 784 335 654 800XXCI8P 3,00 444 730 289 530 600XCS18P 3.625 533 862 362 664 ROOXCSISP 3,625.. 480 803 313 538 600CS18P800CS18P 4.00 557 909 378 670 .4.00 502 846 326 543 600ECS18P 6.00 684 1,159 465 703 BOOECSIBI' 6.00 616 1,079 401 570 ADDlication of Design Equations CASE 4 Interior Two -Flange CASE 3 CASE Loading End T - Flange Interior Two -Flange Jfyl jI Loading (( ' Loading n CASE 2 <S t h [I S Inleri0, One-FlID iye 111J1 -/ CASE 1 End One -Flange __-5! i1 gra Leading n n CASE'3 1/ / I i 1 n CASE I �j� ✓/� End Two -Flange End One -Flange <f r �{,/ CASE 4 Leading Loading 11� li 4 j ISI /iii [cite nor Two -Flange i loading I! CASE 2 CASE t Interior One -Flange End One-Flnage Loading Loading I ) Al locations of one concentrated load or reaction acting either on the top or bottom flange, when the clear dixtance between the bearing edges of this ad adjacent opposite concetrated loads or reactions is greeter than 1-1 /2 x depth. 2) At locations of two opposite concentrated or of a concentrated load and an opposite reaction acting simultaneously on the top ani bottom flanges, when the clear distance between their adjacent hearing edges is equal to or less than 1.1/2 x depth. 3) For end reactions of beams or concentrated loads on the end of canlideven when the distance from the edge of the bearing to the errd of the beam if less than 1-1/2 x depth. 4) For reaction and concentrated loads when the distance from the edge of bearing to the end of the beam in equal to or greeter than 1-I/2 x depth. 5) When any portion of the web opening is dirccdy over bearing arca, web stiffeners must be used. 6) Table values assume that the edge of the web opening (punchout) in greater than a distance of I -I/2 limes the stud depth from the edge of bearing. i�t M 1 Qc�t1C0 Structural Steel Framing 1101 JOIST SPANS (2" FLANGES) ' TABLE III 1,2.3 (CONTINUED) SERIES "XCS" -- PUNCHED "C" JOIST SPANS (2" FLANGES) 600 XCS 800 XCS 1000 XCS 1200 XCS 14 GA. 116 GA. 118 GA. 14 GA. 16 GA. 18 GA. 14 GA. 16 GA. 14 GA. 16 GA. Ixx DEFLECTIONS (IN.') 4.289 3.446 2.786 8.247 6.570 5.300 13.724 10.856 20.741 16.317 RESIST MOMENT (IN LBS.) 40,019 31,181 16,357 55,573 1 42,930 22,463 70,958 54,510 86,414 66,148 DESIGN LOADS JOIST (PSF) SPACING 10# D.L. 12 211" 19'7' 18'3" 26'2" 24'3" 22'4" 31'0" 28'8' 35'7" 32'10' +20# L.L. 16 19'1" 17'9" 16'6" 23'9" 22'0" 19'4" 28'2" 26'1' 32'4" 29-16- 9'10'=30# =30#T.L. 24 16'8" 1516" 13'5' 20'9" 19'3" 15'9' 24'7" 22'9" 28'3' 26'1' 10# D.L. 12 15'6" 14'5" 13'5" 191' 17'10' 15'9" 22'10 21'2' 26'3' 241" +50# L.L. 16 14'1" 13'1" 111" 17'6" 16'3' 13'8" 20'9' 1912' 23'10" 22'0" =60# T.L. 24 12'3' 11'5" 9'6" 151" 14'2' 11'2" 18'2" 16'9' 20'10" 19'2" 10# D.L. 12 12'3' 11'5' 9'11" 15'3" 14'2" 11'8" 18'2" 16'9' 20'10" 1912" +100# L.L. 16 11'2" 10'4" 8'7" 13'11" 12'10' 1011" 16'6" 15'3' 18'11' 15'11" =110# T.L. 24 919" 9'1" 7'0" 12'2' 11'3" 6'11" 14'5" 12'1' 16'2" 10-7- 20# D.L. 12 191" 17'9" 16'6" 23'9" 22'0" 19'4' 28'2' 26'1' 32'4' 29'10' +20# L.L. 16 17'4' 16'2" 14'3" 21'7" 2010" 16'9" 25'7" 23'8' 29'5" 27'2" =40# T.L. 24 15'2' 141" 11'8" 1 18'10' 17'6' 13'8' 22'4' 20'8' 25'8' 23'5" 20# D.L. 12 15'6' 14'5" 12'5" 19'3' 17'10' 14'7" 22'10' 21'2' 26'3' 24'3' + 50# L.L. 16 141" 13'1" 1019" 17'6" 161' 12'8" 2019" 19'2' 23'10" 21'8" = 70# T.L. 24 12'3" 11'5' 819" 15'3' 14'2' 10'4" 181" 16'1' 20'3' 16'9' 20# D.L. 12 121" 11'5" 9'6" 151" 14'2" 11'2" 18'2" 16'9" 20'10' 19'2" +100# L.L. 16 11'2' 10'4' 8'3` 13'11" 2!10" 9'7' 16'6" 15'0' 18'11" 14'7" =120# T.L. 24 919" 911" 6'8' 12'2" 10'11" 6'4' 14'0" 1111' 1515" 919" 30# D.L. 12 17'9" 16'6" 14'9" 221" 20'5" 171" 26'2" 24'2- 30'0" 27'9" +20# L.L. 16 16'1' 1510" 1219" 2011" 18'7" 14'11' 23'9' 22'0' 27'3' 25'2' =50# T.L. 24 14'1' 13'1' 10'5" 17'6" 16'3" 12'2" 20'9" 1910' 23'10" 20'11" 30# D.L. 12 151" 14'1' 11'8" 18'10" 17'6" 13'8" 22'4" 20'8' 2518' 23'5' +50# L.L. 16 13'9' 12'10" 1011" 17'2' 1511" 11110" 20'4' 18'5' 23'2" 20'3" = 80# T.L. 24 1210" 11'2" 81" 1510" 13'4' 917' 17'2' 1510' 18'11" 14'7' 30# D.L. 12 12'3' 11'5' 9'1" 15'3" 14'2' 10'8" 18'2' 16'8' 20'10" 18'0' +100# L.L. 16 11'2" 10'4" 7'11' 13'11" 12'10' 8110' 16'6" 14'5' 18'2' 13'6" =130#T.L. 24 9'9" 8111" 6'5" 11'11' 1015' 5'10' 13'5" 10'2' 14'10' 910" TABLE NO. I7 '•.3.4,5.6,7,8,9,10 SERIES "CS" -- PUNCHED "C" STUDS, 1-5/8" FLANGES (Maximum Allowable Axial Loads In Pounds) HEIGHT 8' 10' 12' 14' 16' 18' 20' SPACING 16" 1 24" I6' 1 24" 1 12" 16' 1 24• 1 12• 16' 1 24' 1 12' 1 16• 24• 1 12• 1 16' 1 24" 1 12' 1 16' 1 24• SE MON DESIGNATION 5 Pounds Per Square Foot Surface Loa (Interior Walls) 362CS14P 6,554' 6,554' 5,591' 5,591' 4,586' 4,586' 4,586 3,738' 3,738' 3,6907 3,060' 3,0607 2,740' 2,5297 2,360' 2,0309 2,000' 1,8209 1,510 10 362CS16P 5,1407 5,1407 4,457' 4,457 7 3,7087 3,7087 3,708' 3,037 7 3,037 7 2,820' 2,495' 2,380- 2,0501 1,980' 1,800' 1,490, 1,530' 1,3709 1,080 10 362CS18P 3.382' 3,382' 3,150' 3,150' 2,830' 2,830' 2,490' 2,350' 2,140' 1,7607 1,760' 1,550' 1,1809 1,300' 1,1009 76010 960- 77010 45010 362CS20P 2,4197 2,419' 2,2557 2,130' 2,0287 1,870' 1,550' 1,540' 1,350' 1,020' 1,120' 9309 61010 8009 620'0 32010 57010 40010 190 400CS14P 7,437 7 7,437 7 6,732 7 6,732 7 5,726' 5,726 7 5,726 7 4,712 7 4,712 7 4,712' 3,878 7 3,8787 3,600' 3,215 7 3,100' 2,710' 2,630' 2,410' 2,040" 400CS16P 5,684 7 5,684' 5,159' 5,159' 4,436' 4,4367 4,436' 3,738' 3,738' 3,6207 3,144 7 3,090 7 2,710' 2,5807 2,370' 2,0001 2,020' 1,8201 1,47010 400CS18P 3,5857 3,5857 3,4097 3,4097 3,1597 3,1597 2,9607 2,9317 2,6507 2,2307 2,2307 1,990' 1,570' 1,690' 1,460' 1,0609 1,280' 1,0609 69010 4(X)CS20P 2,552 7 2,552 7 2,427 7 2,4277 2,2507 2,190 7 1,8607 1,8907 1,6907 1,3207 1,420' 1,210' 8509 1,040' 8409 500 10 7609 57010 260 10 600CS 14P 8,833 7 8,833 7 8,833 7 8,833 7 8,743 7 8,743 7 8,743 7 8,326 7 8,3267 8,326 7 7,732 7 7,7327 7,732 7 6,958 7 6,9587 6,958 7 6,0797 6,079 7 5,790 7 600CS 16P 6,751 7 6,751 7 6,751 7 6,751 7 6,600 7 6,600 7 6,600 7 6,288 7 6,288 7 6,288 7 5,842 7 5,842 7 5,842 7 5,261 7 5,261 7 5,130 7 4,598' 4,598 7 4,110' 600CS 18P 4,0177 4,017 7 4,0147 4,014 7 3,946 7 3,9467 3,946 7 3,8401 3,8407 3,840 7 3,6907 3,6907 3,4207 3,4947 3,3507 2,8307 3,130 7 2,8207 2,250' 600CS20P 2,824 7 2,8247 2,9147 2,814 7 2,7727 2,772 7 2,7727 2,7067 2,7067 2,520 7 2,5987 2,4907 2,0807 2,3 50 7 2,090 7 1,620' 1,9707 1,690' 1,190 9 800CS 14P 8,5607 8,5607 8,5607 8,5607 8,5607 8,560 7 8,5607 8,5607 8,5607 8,560 7 8,5607 8,5607 8,5607 8,5607 8,5607 8,5607 8,4227 8,4221 81422 7 800CS 16P 6,528 7 6,528 7 6,528 7 6,528 7 6,528 7 6,5287 6,528 7 6,528 7 6,528 7 6,528 7 6,528 7 6,5287 6,528 7 1 6,528 7 6,5287 6,528 7 6,3527 6,352 7 6,352' 800CS 18P 3,952 7 3,9527 3,9527 3,952 7 3,952 7 3,Q52 7 3,952 7 3,9527 3,9527 3,952 7 3,9527 3,952 7 3,952 7 3,9527 3,9527 3,9101 3,874 7 3,874 7 3,4807 IOOOCS 14P 8,272 7 8,2721 8,2727 8,272 7 1 8,272 7 8,272 7 8,272 7 8,2727 8,272 7 8,272 7 8,2727 8,2727 8,272 7 8,2727 8,272 7 8,272 7 8,272 7 8,272 7 8,272 7 IOOWS16P 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 6,2917 IOOOCS18P 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883 7 3,883' 3,883 7 3,883 7 3,883 7 3,883' 3,883 1 3,883, 1200CS14P 7,9147 7,914' 7,914 7 7,914 7 7,914 7 7,914 7 7,9141 7,9147 7,914 7 7,914 7 7,9147 7,914 7 7,9147 7,914 7 7,914 7 7,9147 7,9147 7,9147 7,914 7 1200CS 16P 6,0147 6,014 7 6,014 7 6,014 7 6,014 7 6,014 7 6,0147 6,0147 6,014 7 16,0147 6,014 7 6,014 7 6,014 7 6,0141 6,014 7 1514 7 6,0141 6,014 7 6,0141 1200CS I SP 3,7987 3,798 7 3,798 7 3,798 7 3,798 7 3,7981 3,798 7 3,798 7 3,798 7 3,798 7 3,798 7 3,798 7 3,798 7 3,798 7 3,798' 3,798 7 3,798 1 3,798 7 3,798 7 :15 Pounds Per Square Foot Wind Load 362CS14P 6,5547 6,5547 5,5917 5,080' 4,5107 4,090' 3,3709 3,230' 2,8201 2,12010 2,2909 1,90010 1,24010 1,61010 1,25010 640 1,12010 790 370 362CS16P 5,1407 5,1407 4,3507 3,710' 3,410' 3,030' 2,3609 2,3909 2,0109 1,36010 1,64010 1,29010 680 1,10010 77010 350 72010 410 362CS18P 3,3707 2,8607 2,480' 1,810' 2,010' 1,5909 860 t0 1,2809 86010 23010 72010 41010 34010 100 362CS20P 2,1507 1,680' 1,430' 8309 1,1309 7609 17010 60010 35010 30010 77 7,4377 6,7327 6,4307 5,7267 5,3407 4,500' 4,260' 3,780' 2,9509 3,070' 2,620- 1,840t0 2,2109 1,78010 1,06010 1,58010 1,18010 540 47 5,6847 5,1597 4,5907 4,2807 3,860' 3,1009 3,120' 2,6909 1,93010 2,2209 1,80010 1,09010 1,540'0 1,150'0 530 1,050'0 680 110 [E400CS18P3,5857 3,2507 2,9107 2,240' 2,470' 2,030' 1,2509 1,7009 1,2309 57010 1,0509 60010 57010 24010 36010 0' 1,9607 1,730' 1,120' 1,430' 1,0409 45010 8509 45010 40010 1010 11010 r] TABLE NO. IV 1.2.3.4,5.6.7.8.9,10 SERIES "CS" -- PUNCIIED "C" STUDS, 1-5/8" FLANGES (CONTINUED) I SPACING 16• 24• 10' 16 24 12 Maximum Allowaulc Axlal L.Oaus m rwuua/ 12' 14' 16" 24" 1 12" 116" 2d" !2" 16' 16• 24' 12" 1 Is, 16• -F- 24" 1 12" 20' 15 Pounds Per Square Foot Wind Load(coow►"ea) IG" DLiYIGNANATION 600CS14P 600CS16P 600CS 18P 600CS20P 80UCS I4P 800CS16P 800CSIHP IOOOCS14P IOOOCSI6P 1000CS 18P 1200CS14P 8,833' 6,751' 4,0177 2,824 7 8,560' 6,528' 3,992' 8,272 7 6,2917 3,883 7 7,914' 8,833' 6,751' 4,017' 2,800 7 8,560 7 6,528' 3,952' 8,272 7 6,2917 3,883 7 7,914' 8,833' 6,751' 4,0147 2,710 7 8,560' 6,528 7 3,952' 8,272 7 6,2917 3,883 7 7,914' 8,833' 6,751' 3,7407 2,210' 8,560' 6,528 7 3,952' 8,272' 6,2917 3,883 7 7,914' 8,743' 6,600' 3,9467 2,540' 8,560' 6,528 7 3,952' 8,272' 6,291' 3,883 7 7,914 7 8,743' 6,600' 3,7607 2,180 7 8,560 7 6,526' 3,9527 8,272 7 6,2917 3,883 7 7,914' 8,743' 6,340' 2,950 7 1,520' 8,5607 6,528 7 3,6607 8,272 7 6,2917 3,883 7 7,9147 8,3267 6,288' 3,4507 2,040' 8,560' 6,528 7 3,9527 8,272 7 6,2917 3,883 7 7,914 7 8,3267 6,070' 2,970' 1,600' 8,5607 6,528 7 3,7607 8,272' 6,2917 3,883' 7,914' 7,4707 5,110' 2,070' 780 9 8,5607 6,460 7 3,050' 8,272' 6,291' 3,500' 7,914 7 7,7327 5,520' 2,7907 1,510' 8,5607 6,528 7 3,740' 8,272' 6,291' 3,883' 7,914 7 7,0807 4,910' 2,230' 1,000 9 8,560' 6,528 7 3,26p' 8,272' 6,291' 3,690 7 7,914' 5,860' 3,830' 1,2101 13010 8,220' 5,700' 2,370' 8,272' 6,240' 2,97. 7,914' 6,320' 4,410' 2,130' 1,0009 8,560' 6,528 7 3,290' 8,272' 6,291' 3,730 7 7,914 7 5,590' 3,770' I,S 10 9 500'° 8,500 7 5,990 7 2,710' 8,2727 6,291' 3,270' 7,914' 4,3309 2,6609 600 10 7,260' 4,840' 1,640' 8,150' 5,630' 2,380 7 7,914' 4,970' 3,390' 1,520% 550 10 8,360' 5,860' 2,760' 8,272' 6,291' 3,360' 7,914' 4,260 2,7609 880 10 7,570' 5,110' 2,090' 8,272' 6,010' 2,810' 7,914' 3,0309 1,68010 6,120' 3,850' 8909 7,3907 4,940' 1,750' 7,840' 1200CS16P 1200CS18P 6,014' 1 3,798' 6,014' 1 3,798' 6,014' 1 3,798' 6,014' 3,798' 6,014' 1 3,798' 6,0147 3,798' 6,014' 3,798' 6,0147 3,798' 6,014' 1 3,798' 6,014' 3,730' 1 6,014' 3,798' 6,014' 3,798' 6,0147 3,310' 6,0147 31798' 6,0147 3,560' 5,920' 2,840' 6,014' 3,650' 6,014' 3,190' 5,400' 2,310' 20 Pounds Per Square Foot Wind Load 362CS14P 6,554 7 6,540 7 5,300' 4,460' 4,090' 3,600' 2,730 9 2,820 9 2,340 9 1,510 10 1,90010 1,450 10 680 1,25010 830 200 790 430 362CS16P 5,140' 4,800' 3,910' 3,130' 3,030' 2,5709 1,770'° 2,0109 1,57010 8101° 1,290'0 870'0 260 77010 420 410 90 362CS18P 3,0307 2,380' 2,020' 1,2109 1,5909 1,0909 34010 86010 49010 41010 362CS20P 1,8307 1,240' 1,0209 39010 7609 41010 350 35010 400CS14P 7,437' 7,4377 6,6707 5,740' 5,3407 4,770' 3,7609 3,780' 3,2109 2,2301- 2,6209 2,08010 1,1701° 1,780'0 1,280'0 650 1,180'- 720 400CS16P 5,684' 5,5907 4,8007 3,970' 3,860' 3,340' 2,4409 2,6909 2,1709 1,28010 1,80010 1,31010 630 I,I501° 690 680 420 400CS18P 3,4107 2,7907 2,460' 1,630' 2,030' 1,5009 64010 1,2309 69010 60010 12010 24010 400CS20P 2,1107 1,530' 1,310' 8,833' 5709 8,833' 1,0409 8,743' 5709 8,7437 8,180' 48010 8,326' 7,810' 6,490' (0 to 7,080' 6,250' 4,7809 5,590' 4,730' 3,2409 4,260' 3,4109 1,97U'- 600CS14P 8,833' 8,833' 6,751 ' 6,751 ' 6,600' 6,590 7 5,610 7 6,070 7 5,420 7 4,230' 4,910' 4,180' 2,880 9 3,770' 3,010 9 1,690 10 2,7609 2,020 10 920 10 600CS 16P 6,751 7 6,751 ' 600CS18P 4,0177 4,017' 3,920' 3,2407 3,6707 3,180' 2,270' 2,970' 2,360' 1,2509 2,230' 1,5309 40010 1,5109 7709 88010 19010 600CS20P 800CS 14P 2,824 7 8,560 7 2,4807 8,560 7 2,3807 8,560 7 1,7407 8,560 7 2,180 7 8,560' 1,7307 8,560' 890' 8,560 7 1,600' 8,560 7 1,050' 8,560' 609 8,330 7 1,0009 8,560 7 500, 8,550 7 7,2HU' 50010 8,5007 7,660' 6,110' 7,5707 6,580' 4,820 9 800CS 16P 6,528' 6,528 7 6,528 7 6,528 7 6,528' 6,528 7 6,528 7 6,528 7 6,528 7 5,770 7 6,528 7 6,000 7 4,820' 5,990 7 S,210' 3,790' 5,140' 4,260' 2,680' 800CS18P 3,952' 3,9527 3,9527 3,8107 3,952' 3,830' 3,140' 3,760' 3,280' 2,370' 3,2607 2,660' 1,520' 2,710' 1,980' 790' 2,090 1,2709 G 00 TABLE NO. VI 1,2,3,4,5.6 (CONTINUED) SECTION PROPERTIES n ni M n O KRE AffA Vi v_ DIMENSIONS (IN.) UNREDUCED GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES TORSION: FLEXURAL PROPERTIES SECTIONDEPTH DESIGNATION FLANGE PUNCHOUT RETURN r111CKNESS GA. WEIGIIT AREA Ix Sx ly AREA Ix Sx ly RESIST Xo MOMENT 1 Cw Ro BETA - - L x W - - - LB./FT. I In.' In.` 1 ln.' 1 In' In' In.' In.' In.' IN. LRS. I In. In.' In.- In. SERIES "SS20" -- PUNCHED "C" STUDS 25OSS20P 2-1/2 1-3/8 & 1-1/4 L = 2.000 W= 0.750 0.250 0.0359 20 0.680 0.199 0.204 0.159 0.043 0.172 0.189 0.147 0.036 2,907 -0.997 0.000086 0.0586 1.494 0.555 35OSS20P 34/2 0.800 0.235 0.443 0.249 0.048 0.181 0.412 0.229 0.036 4,532 -0.883 0.000102 0.1191 1.694 0.728 362SS20P 3-5/8 L = 3.250 W= 1.5()o O.R20 0.240 0.481 0.261 0.048 0.186 0.447 0.240 0.036 4,752 0.871 0.000103 0.1285 1.723 0.744 40OSS20P 4 0.860 0.253 0.606 0.298 0.049 0.199 0.563 0.275 0.037 5,435 -0.937 0.000109 0.1594 1.814 0.787 60OSS20P 6 1.100 0.325 1.596 0.525 0.055 0.271 1.491 0.489 0.038 9,643 -0.695 0.000140 0.3945 2.358 0.913 90OSS20P 8 3.Zso wm t.sno 1.360 0.397 3.236 0.800 0.058 0.343 2.786 0.641 0.039 12,674 0.597 0.000172 0.7574 2.942 0.959 PARTITION TRACK SECTION DESIGNATION Dimensions (in inches) Approximate Weight in lbs. (per foot) SECTION DESIGNATION Dimensions (in inches) Approximate Weight in lbs. (per foot) Receiving Stud Size Flange (leg) Steel Thickness Receiving Stud Size Flange Qcg) Steel Thickness Series "CST25" -- Track -- 25 -Gauge Series "SSTL25" -- Track -- 25 -Gauge 162CST25 1-5/8 1-1/4 0.0188 0.310 250SSTL 25 1-5/8 1-1/2 1 1 0.0188 0.336 250CST25 2-1/2 0.372 350SSTL25 2-1/2 0.398 350CST25 3-1/2 0.443 362SSTL25 3-1/2 0.469 362CST25 3-5/8 0.452 40OSSTL25 3-5/8 0.479 400CST25 4 0.479 60OSSTL25 4 1.505 600CST25 6 0.621 80OSSTL25 6 1 1.647 Series "SST22" -- Track -- 22 -Gauge Series "SSTL22" -- Track -- 22 -Gauge 250SST22 2-1/2 1-1/4 0.0295 0.458 162SSTL22 2-1/2 1-t/2 0.0285 0.499 35OSST22 3-1/2 0.550 25OSSTL22 3-1/2 0.600 362SST22 3-5/8 0.561 35OSSTL22 3-5/8 0.611 400SST22 4 0.595 362SSTL22 4 0.649 600SST22 6 1 0.779 40OSSTL22 6 0.849 800SST22 8 0.963 1 60OSSTL22 g 1.050 n ni M n O KRE AffA Vi v_ TABLE NO. VI 1.2,3,4.5 (continued) PARTITION TRACK SECTION DESIGNATION (Dimensions (in inches) Approximate Weight in lbs. g (per foot) SECTION DESIGNATION (Dimensions (n inches) Approximate Weight in Iba. 8 (per foot) Receiving g Stud Size Flange g (leg) Steel Thickness Receiving Stud Size Flange (leg) Steel Thickness Series "SST20" -- Track -- 20 -Gauge Series "SSTL20" — Track — 20 -Gauge 162SST20 2-1/2 1-1/4 0.0359 0.686 25OSSTL20 2-1/2 1-1/2 0.0359 0.754 25OSST20 3-1/2 0.821 35OSSTL20 3-1/2 0.889 350SST20 3-5/8 0.838 362SSTL20 3-5/8 0.905 362SST20 4 0.889 40OSSTL20 4 0.956 400SST20 j 6 1.158 I 60OSSTL20 6 1.226 600SST20 1 1.202 1 80OSSTL20 8 1.495 FURRING CHANNEL (Hat Channel) 1010" 1 7'9" UNREDUCED GROSS SECTION PROPERTIES EFFECTIVE SECTION PROPERTIES RESIST SECTION DESIGNATION HEIGHT � BEARING WIDTH u" uxaiap THICKNESS GAUGE WEIGHT AREA Sy Ly AREA Syy lyy MOMENT (in lbs.) In.' In.' In' FlIC25 7/8 1.500 10.0359 0.0188 25 .280 0.083 0.020 0.011 0.083 0.017 0.009 331 FFIC20 20 .410 1 0.156 1 0.036 0.019 0.156 1 0.037 0.019 727 I) Rcating moment rcponod for major axis direction, and is basad on the assumption that the compression flanged of the section are fully braced. 2) All prupenica were calculated in accordance with U.B.0 Standard No. 27-9. 3) Utility punchouts aro assumed 24 -inches on center. 4) Compression yield properties are calculated based on material yield stress occuring in the extreme fibers of the section. accounting for punchouts if applicable. 5) For unequal flange sections, the lowest Sx is reported. TABLE NO. VII 1,2,3'4 FURRING CHANNEL ALLOWABLE SPANS 0 SPACING. FI-IC25 FlIC20 3-PSF 5-PSF 10-PSF 15-PSF 3-PSF 5-PSF 10-PSF 15-PSF 12 -INCHES O.C. 9'7" 7'5" 5'3" 4'3" 14'2" 1110" 7'9" 6 -4- 16 -INCHES O.C. 8'3" 6'5" 4'6" 3'8" 12'3" 9'6" 6'8" 5 -6- 19 -INCHES O.C. 7'7" 5'10" 4'2" 3'4" 11'3" 819" 6'2" 5'0' 24 -INCHES O.C. 1 6'9" 1 5'3" 1 3'8" 1 3'0" 1010" 1 7'9" 5'6" 4-5- 1) Three span bean analysis assumod. 2) Deflection requirements must be checkod for each case. 3) Allowable momenta calcutstod in accordance with U.U.C. Standard No. 27-9. W 4) Connections of hat sections to support framing to be determined for each individual condition. N -O CD CD O -r TJ 1� (FQ n ni 0 n O j Allowable Heights for Interior, and Wind Load Non -Bearing Curtain Walls TABLE NO. VIII 1'2'3'4 SERIES "SS25" -- 25 -Gauge -- PUNCHED "C" STUDS DE11TCTION L/120 L/240 1./360 L/120 L/240 L/360 SPACING 12" 1 16' 1 24' 1 12' 16" 1 24" 1 12' 1 16" 1 24" 12" 1 16• 1 24" 1 12" 1 16" 1 24' 1 12' 1 16" 1 24" SFMON DESIGNATION I1O' DEFLECTION SURFACE -LOAD 5 LBS. PER SQUARE FOOT - INTERIOR WIND -LUAU 10 L13S. PER .' UAKE FOOT 162SS25P 0.035 1011• 911" 7'1 l 81" 7'4" 6'5" 7'1" 6'5' 5'7' 7'11" 7'2' 5'10' 1 6'5" 5'9" 5'0' 5'7- 5'1' 4'5- 25OSS25P 0.093 13'10' 12'6' 10'10' II'2" 10'2' 8'9' 9'9" 8'10' 7'9' 10'10" 9'6' 7'9" 8'9" 7'11- 6'11• 7'9' 7'0' 6'1- 35OSS25P 0.196 17'10' 16'1' 13'4' 14'5-. '13'0' 11'4' 12'7' 11'6' 10'0' 13'4' 11'6' 915" 11'4' 10'3' 8111• 1010' 911' 7'10' 362SS25P 0.211 18'4' 16'7' 13'7' 14'10- 13'4' 1118" 13'0' 11'9" 10'3" 13'7' 11'9' 9'7" 111" 10'6' 9'2' 10'3' TV 811' 400SS2SP 0.260 19'9" l7'S' 14'3' 16'0'. 14'5" 12'7' 14'0' 12'9' 11'1' 14'3' 12'4' 10'1' 12'7' 11'4' 9'10' 1111' 1010' 819" SERIES "SS20" -- 20 -Gauge -- PUNCHED "C" STUDS SURFACE -LOAD 5 LIIS. PER SQUARE FOOT - INTERIOR WIND -LOAD 10 LDS. PER SQUARE FOOT 25OSS20P 0.189 17'3" 15'8' 13'9" 13'9' 12'6' 10'11" 12'0" 10'11' 1 9'6' 13'9' 12'5" 10'10' 10'11" 9111' 818" 9'6' 8'8' 7'7' 35OSS20P 0.412 22'5" 20'4' 17'9' 17'9" 16'2" 14'1' 15'6" 14'1' 12'4" 17'9" 16'1" 14'0' 14'1" 12'10' 11'2' 12'4' 11'2" 919' 362SS20P 0.447 23'0' 20'11' 18'3' 18'3' 16'7' 14'6" 15'11" 14'6" 12'8" 18'3" 16'6' 14'5' 14'6' 13'2' 11'6' 12'R' 11'6' 1011' 40OSS20P 0.563 24'10' 22'7' 19'8' 19'9' 17'11" 15'8' 17'3" 15'8' 13'8' 19'8' 17'10' 15'6" 15'8' 14'3' 12'5' 13'8' 12'5' 10'10' 6OOSS20P 1.491 34'4" 31'2' 27'2' 27'3' 24'9' 21'7" 23'10' 21'7' I8'll' 27'2' 24'8" 20'8' 21'7' 19'8' 17'2' IS'II' 17'2' 15'0" HOOSS20P 125OSS20P 2.786 43'6' 39'5' 33'7' 34'6- 31'4' 27'5' 30'2- 27'5' 23'11' 33'7' 29'1" 23'9' 27'5' 24'11' 21'9' 23'11 21'9' 19'0' WIND -LOAD 15 LBS. PER SQUARE FOOT WIND -LOAD 20 LDS. PER SQUARE FOOT 0.189 11'11' 10'10' 9'3' TV 818" 7'7' 8'4" 7'7" 6'7" 10110" 9110" 810' 8'8' 7'10" 610' 7'7' 6'10" 6'0- 35OSS20P 0.412 1515' 14'0' 11'7" 12'4' 11'2" 919" 1019' 919" 8'6' 14'0' 12'3" 1010" 11'2' 10'2' 8'10' 9'9' 8111' 7'9' 362SS20P 0.447 15'11' 14'5" 1V 10' 12'8' 11'6" 101" 11'1' 1011' 819" 14'5" 12'7' 101' 11'6" 1015' 9'1" 1011' 9'2' 810" 40OSS20P 0.563 17'2' 15'6' 12'8' 13'8' 12'5" 10'10" 11'11' 10'10' 9'6" 15'6' 13'6' 11'0' 12'5' 11'3' 9'10' 10'10' 9'10' 8'7" 600SS20P 1.491 23'8' 20'8' 16'11' I8'II' 17'2' IS'0' 16'6' 15'0' 13'1' 20'8' 17'11' 14'8' 17'2' 15'7' 13'7' 15'0' 13'7' II'11* ROOSS20P 2.7R6 27'5' 23'9' 19'5' 23'11' 21'9' IR'll' 20'11• 19'0' 16'7' 23'9' 20'7" 16'9' 21'9' 19'9' 16'9' 19'0' 17'3'fIT1 0n n� A O m EE Partition Steel F''raming CEMCD Allowable Loads and Spans for Ceiling Joists and Runners TABLE IX 1,2.3,4.5.6,7.8,9 SERIFS "SS25" =- PUNCHED "C" JOIST SPANS Series "SS25" -- Punched "C" Joists Series "SS20" — Punched "C" Joists Joist & Runner Designation -- Allowable Spans Joist & Runner Designation -- Allowable Spans (in ft. & ins.) (in ft. & ins.) 162SS25P 250SS25P 350SS25P 362SS25P 40OSS25P 250SS20P 35OSS20P 362SS20P 40OSS20P 60OSS20P 80OSS20P 1-5/8' ?-1/2' 3-1/2' 3-5/8' 4' 2-1/2' 3-1/2' 3-5/8' 4- 6' 81 Ixx DEFLECTIONS (INS.) 0.034 0.087 _ 0.178 0.192 0.238 0.192 0.419 0.453 0.566 1.403 2.655 RESIST MOMENT (IN LBS.) 723 1.164 1.671 1,733 1.920 3,065 4.523 4,705 5,250 8,143 11,058 DESIGN LOADS JOIST SPACING (PSF) (tih 12 9'10' 12'6' 14'11 .15'2" 16'0' 20'0" 24'7' 25'1' 26'5" 32'11'9 38'5'9 FULLY BRACED 16 8'6' 1019' 12111' 13'2" 13'10' 17'4" 21'3' 21'8' 22'11' 28'6'9 33'3'9 5N T.L. 24 6'11' 8'10" 1017" 1019' 11'4" 14'2' 17'4'9 17'9'9 18'9'9 23'4"9 27'2'9 12 6'11" 8110" 10'7' 1019" 11'4' 14'2" 17'4'9 17'9'9 18'9'9 23'4"9 27'2'9 FULLY BRACED 16 6'0' 7'8' 9'2" 9'4" 9110, 12'3"9 15'0" 9 15'4' 9 16'2' 9 20'2' 9 23'6" 1011 T.L. 24 4'11' 6'3" 7'6' 1 7'7' 810' 10'0'9 12'3'9 12'6"9 13'3'9 16'6"' 19'2" 12 4'11' 6'3" 7'6' 7'7" 810" 1010"9 12'3" 12'6"913'3"9 16'6" 19'2" FULLY BRACED 16 4'3" 5'5" 6'6" 6'7" 6'11" 818"9 10'819 10'10'9 11'5'9 14'3" 16'8" 20# T.L. 24 3'6' 4'5' 5'3' 5'4' 518" 7'1'9 8181' 8'10" 9'4" 11'8"7 13'7"' 1/2 POINT 12 9'2' 10'7' 11'7" 11'8"' 11'10" 13'0" 13'10" 13'11"' 14'0" 6 15'0" 6 15'8' 6 BRACED 16 8'3' 9'10' 10'10" 10'11"' 11'2" 121" 12'10" 12'11" 13'2' a 14'0' 6 14'8' 6 5N T.L. 24 6'11' 8'6' 9'7' 9191' 10'0"' 11'0"9 11'8"7 11'10' 1 12'0" 12'10"6 13'4'6 1/2 POINT 12 6'11' 8'6" 9'7' 919' 7 10'0" 1110' 9 11'8" 11'10" 12'0" 12'10" 6 13'4'6 BRACED 16 6'1" 7'7" 8'9' 8110" 911" 10,119 11'0"' 11'1" 11'3" 12'0' 6 12'616 10//T.L. 24 5'1" 6'4" 7'5' 7'6" 7 7'10" 8'9' 9 9'I1" 10'0" 10'4" 11'1' 6 11'6' 6 1/2 POINT 12 5'1' 6'4' 7'5' 7'6" 7'10" 819" 9 9'11" 10'0"' 10'4" 11'1' 6 11'6' 6 BRACED 16 4'6' 5'6" 6'6' 6'8"' 6'11" 7'10" 9 9'1"' 9'2"' 915" 1 10'4" 6 10'10' 6 20# T.L. 24 3'9" 4'8" 5'5' 5'6" 5'10"' 6'8"' T10"' 7'11"7 8'3" 9'5"6 10'0'6 12 6'10"' 7'4' 7'9' 7'10' 6 7'11' 6 9'5' 6 10'0. 6 10'0' 6 10'1' 6 10'9' 6 11'3' 6 UNBRACED 16 6'4" 6'11' 7'4' 7'4' 6 TV 6 8'8'6 9'2' 6 9'2' 6 9'4' 6 9,1116 10'5' 6 511 T.L. 24 5'8' 6'4" 6'8' 6'9"' 6-10-1 7'9' 6 8'2" 6 8'3' 6 8'5' 6 811.' 6 9'4'6 12 51' 6'4' 6'8' 6'9"' 6'10' 6 7'9' 6 8'2' 6 8'3' 6 8'5' 6 8'11' 6 9'4'6 UNBRACED 16 513' 5'11' 6'4" 6'4'6 6'5' 6 7'2' 6 7'7" 6 TV 6 7'9' 6 8'3' 6 818" 6 JON T.L. 24 4'7' 5'3" 519' 5'10* 6 5' 11" 6 6'6" 6' 10' 6 6'111 6 7'0' 6 TV a 7'9' 6 12 4'7' 5'3' 519' 5'10' 6 5'11" 6 6'6"' 6'10" 6 6'1 l' 6 7'0' 6 7'6' a 7'9" a UNBRACED 16 4'2' 4'10' 5'4" 5'5' 6 5'6" 6 6'1"' 6'5'6 6'5' 6 6'6' 6 7'0' 6 TV 6 20N T.L. 24 3'6' 4'3' 1 4'9' 4' 10' 6 5'0-' 5'6" 1 5-10- 6 1 5' 11' 6 6'0' 6 1 6'5' 6 6-8-1 1 OT. ICBO Evaluation Service, Inc. A subsidiary corporation o(1he international Conference EVALUATION REPORT Copyright © 1992 ICBO Evaluation Service. Inc. iFiling Category: DESIGN -Steel (038) - BEARING AND NONBEARING STEEL STUDS, JOISTS AND TRACKS METAL STUD MANUFACTURERS ASSOCIATION POST OFFICE BOX 1211 CORVALLIS, OREGON 97339 AMERICAN STUDCO, INC. 2525 NORTH 27TH AVENUE PHOENIX, ARIZONA 95005 CALIFORNIA METAL SYSTEMS, INC. 15131 MORAN WESTMINSTER, CALIFORNIA 92663 CONSOLIDATED FABRICATORS CORP. 7815 EAST SOMERSET PARAMOUNT, CALIFORNIA 90723 DESIGN SHAPES IN STEEL 10315 EAST RUSH SOUTH EL MONTE, CALIFORNIA 91733 KIRII (U.S.A.) INC. 425 SOUTH SAN GABRIEL BOULEVARD, NO. 104 SAN GABRIEL, CALIFORNIA 91776 KNORR STEEL FRAMING SYSTEMS 5073 SALEM -DALLAS HIGHWAY SALEM, OREGON 97304 UNITED CONSTRUCTION SUPPLY 9800 EAST RUSH SOUTH EL MONTE, CALIFORNIA 91733 I. Subject: Bearing and Nonbearing Steel Studs, Joists and Tracks. II. Description: A. General: Punched steel studs and unpunched joists and tracks are roll formed in various depths with the following minimum bare metal thicknesses used in design: Minimum Thleknefs (Inch) Minimum Design Thkiurieu rte) Gave 0.0179 0.0188 25 0.0329 0.0346 20 0.0428 0.0451 i8 0.0538 0.0566 16 0.0677 0.0713 14 0.0966 0.1017 12 Studs are formed from steel having a minimum 33,000 psi yield point (ASTM A 446-83 Grade A or ASTM A 570 Grade 33) for thicknesses of 0.0179 inch (No. 25 gauge) through 0.D428inch (No. 18 gauge) and rniai mum 50,000 psi yield point (ASTM A 446-83 Grade D or ASTM A 570-79 Grade 50) for thicknesses of 0.0538 inch (No. 16 gauge) through 0.0966 inch (No. 12 gauge). Studs are also available in minimum 33,000 psi yield point for thicknesses of 0.0538 inch through 0.0677 inch. Galvanized coating complies with ASTM A 525. Section designations, section proper- ties, steel grade, etc., are set forth on pages 2 through 19 of the accompa- nying booklet. Maximum web crippling loadspre noted on pages 48 and 49. 8. Nonbearing Wall Heights: Allowable nonbearing partition heights, using only section properties of the steel, are noted on page 6 for the No. 25 gauge IC section used for interior partitions and pages 20 through 27 for the 0.0329 -inch (No. 20 gauge) through 0.0677 -inch (No. 14 gauge) sections. of Building Officials Repprl No. 4943F Aupus!, 19 , C. Load-bearing Wall Studs: Allowable axial loads combined with late: al loads for various heights and stud spa:ings based on mechanical bra: ing at maximum 60 inches on center and sheathing on both, sides for late al stability in accordance with U.B.C. Staidard No. 27-9 (C5) are noted or pages 28 through 39. Allowable axial loads combined with lateral lead: based on gypsum board attached to both sides in accordance with U.B.0 Standard No. 27-9 (D4.3) are noted on page 40. D. Joist: Allowable joist span for various loads, joist spacings and spa - conditions are noted on pages 41 through 47 E. Ceiling Span: Allowable ceiling span for 3 psf and 10 psf total load- ing, a%deflection, various spacings and span conditions are noted or. page 6 for the No. 25 gauge IC section and on page 50 for the No. 20 gauge sections. F. Tables and Details: The booklet entitled 'Metal Stud Manufacturer's Association,' June. 1992, is distributed with this report. Only the follon- ing.lables and details are part of this report: item Page No. Designation and Definitions 2, 3, 5 25 GA. IC Section -properties, Heights and Spans 6 Physical Structural Properties Tables 7-19 Allowable Wall Heights Tables 20.27 Combined Lateral and Axial Load Tables 28.40 Joist Span Tables 41-47 Web Crippling Tables and Details 48-49 Ceiling Span Table and Detail 50-51 Bracing Details 52 G. Identification: Each stud is identified with the manufacturer's name, yield strength (if over 33 ksi), minimum thickness and ICBO ES repor, number embossed or stamped on the web of each section at a maximum of 48 inches on center. III. Evidence Submitted: Descriptive details, engineering calculations, and computer printout in accordance with U.B.C. Standard No. 27.9 and ICBG ES Analytical Approach to U.B.C. Standard No. 27-9. Y Findings iV. Findings: That the Metal Stud Manufacturers Association Bearing and Nonbearing Steel Studs, Joists and Tracks products described in this report comply with the 1991 Uniform Building Code, subject to the following conditions: 1. Studs, joists, and tracks are installed in accordance with this re- port and the manufacturer's instructions. 2. Allowable heights and loadings comply with accompanying tables. - 3. Uncoated minimum steel thickness of cold -formed members as delivered to the jobsite shall be at least 95 percent of the thick- sess used In design. 4. Complete plans and calculations verifying compliance with this report must be submitted to the building official for each project. Evaluation nporu of ICBG Eroluation Service, lac., we bsaedsokly b protide fol "nuc tion to Clot A members of 1CB0, sNlia Z &e cods upon which Ae reporr b bated Evaluation reporu we sotto k construed at reprrsendxX makedes w any maeramibwes apt sptt(r1caAy addressed aoru an radorsement orrecommen. dation for sur of At subject report This report b baud upon Indepradear trot moderitchnkol data sabmlottd 17 Ae dppGcant. rkt 1C80 Emlua don Service, lou., kchnkal stq f f Aar rrrk wtd At orst rrtulu aad/or other data, but doer aot possess ksrJocuides to mole an ladt/eadesv ►rr(racodon. rAerr b ao warranty ►y ICAO Evaluation Service, tat., exprru or bnpGtd, as Joan; `Fb ding"m other manor In At trporf or o to awl product covered Iy At rrpwt This ditclabwtr iacludts, btu 4 rwr 6mlud so, mtrchantabi i). P&Vid2 f;eport No. 4943F. page 2ot2 . stud member •red reactions resulting from studs are manufactured at d in Table No. N. or Table No. I In Ibis report. 1. stud allottrable heights This report Is subject to reexaminatlon In one year. - poled In the tables must be checked with the web crippling tables TABLE NO.1 FF Single Member WEB CRIPPLING TABLE NO. p• --MANUFACTURING FACILMES 6' 81 70 58 56 52 122 114 106 105 102 COMPANY MANUFACTURING FACILITY AMERICAN STUDCO 2525 N. 27th Ave. Pbornia, Arizona 101 East Broadway, Kokomo, Indiana Allowable Concentrated Loads (lbs.) CONSOLIDATED FABRICATORS 7815 E. Somerset, Paramount, California DESIGN SHAPES IN STEEL 10315 E. Rush, South EI Monte, California Condition 1 Baker Way. Sand 1994 Honolulu. Hawaii Condition 2 9800 E Rush, South EJ Monte, California Condition 3 Web .E 1' Bearing Length 3.5' 4' 6' Bearing Length 3.S 4' 6' Bearing Length 1' 3.5' 4' 158 250 7 25 25 25 25 25 42 38 33 32 31 96 66 75 74 70 106 96 64 82 78 150 135 118 116 110 197 217 299 183 202 278 167 184 254 165 182 251 159 175 241 29 26 21 21 19 55 48 39 38 35 60 52 43 42 39 WEB CRIPPLING Allowable Concentrated Loads (lbs.) Condition 1 Condition 2 Condition 3 Web Ga. 1• Bearing Length 3.5• 4' 6' Bearing Length 3.S 4' 6' Bearing Length 1' 3.5' 4' 158 25 123 174 182 208 303 319 373 72 102 106 250 25 130 184 192 220 303 319 373 67 96 100 950 358 400 25 25 25 134 134 134 190 190 190 199 199 199 228 226 228 303 319 373- 303 319 373 303 319.:" 373 "63 62 60 89 88 +• 85- 92 92 89 TABLE NO. p• --MANUFACTURING FACILMES 6' 81 70 58 56 52 122 114 106 105 102 COMPANY MANUFACTURING FACILITY AMERICAN STUDCO 2525 N. 27th Ave. Pbornia, Arizona 101 East Broadway, Kokomo, Indiana CALIFORNIA MEAL SYSTEMS 15131 Moran, Wwrnhuter, California CONSOLIDATED FABRICATORS 7815 E. Somerset, Paramount, California DESIGN SHAPES IN STEEL 10315 E. Rush, South EI Monte, California KIRII (U.S.A.) INC. dba Suoco Hawaii Inc. Baker Way. Sand 1994 Honolulu. Hawaii UNITED CONSTRUCTFON SUPPLY 9800 E Rush, South EJ Monte, California KNORR ST 1L FRAMING 5073 Sakm•Dallu Hwy., SalemOAtjon 1558 0tadding CL. Milipita, California ' 9677 D e"y Ave., Vw tana� California - 11801 NE 116th St.. Kirttland, Wadlin=ton Condition 4 Bearing Length 3.S 4' 6' 109 112 124 90 92 102 68 70 78 66 67 75 57 • 59 65 Back to Back Condition 4 Bearing Length 3.S 4' 6' 294 309 362 273 287 336 249 262 307 246 259 303 237 250 292 =syr= Section I -) Type Designator i IC jSC jCC XC EU IU j SU EJ jMJ IWJ ST MT WT DT Flange Width The structural properties included in this brochure:havebeen Effective Properties computed based on the American Iron and Steel Institute "Specification for the Design of Cold-Fomied.Structural S,,: Effective section modulus about the X -X axis Members", 1986 edition, including the 1989 amendments. (strong axis). I,,: Moment of inertia for deflection calculations Thickness - Steel Components' based on "Procedure 1 for Deflection Determination" of the 1986 AISI Specification. �r Gauge Design Thickness Minimum Thickness' Yg: Maximum distance from t h e (in) (in) outside of either flange to the center of 25 .0188 .0179 gravity of the effective section. 22 .0283 .0269 M.: Allowable Bending Moment - Based on the 20 .0346 .0329 effective section modulus and the allowable 18 .0451 .0428 stress including the strength increase from 16 .0566 .0538 cold -work of forming (AISI A5.2.2) where 14 .0713 .0677 applicable. 12 .1017 .0966 Torsional Properties ' Uncoated Steel Thickness. Thickness is for carbon sheet steel. J: St. Venant Torsion Constant ' Minimum thickness represents 95% of the design C,,: Torsional warping constant of the section thickness and is the minimum acceptable thickness X,: Distance from the shear center to the delivered to the job site based on Section A3.4 of the centroid along the principal X-axis. 1986 AISI Code. R,: Polar radius of gyration of the section about the centroidal principal axis. Definition of Structural Property Symbols Gross Properties Y I : Moment of inertia of the gross section about I.: . the X -X axis (strong axis). R;: Radius of gyration of the gross section about the X -X axis. x + — x Moment of inertia of the gross section about the Y -Y axis (weak axis). RY: Radius of gyration of the gross section about the Y -Y axis. , Y -5- NOTES: 1. For deflection calculations, use the effective moment of inertio. 2. + Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 31.2) 3. Tabulated areas are based on the full un -reduced cross section of the studs away from web punchouts 4. Properties based on Fy=33 ksi. L/120 DEFLECTION 0.125" Min. 17 Tn N LWeb Height _ L/240 DEFLECTION STUD SPACING STUD DEPTH (in.) GROSS PROPERTIES (in.) 1 5/8" EFFECTIVE PROPERTIES 3 1/2- TORSIONAL PROPrRTIES 4" SECTION Area Weight I„ R, 1, Ry S„ I„ v-9 Mo J C. XO Ro 0 6' 7" (i^2) (Ib/ft) ('^°) ('^) i (in°) ('^) ('^3) ('�°)' (in) i (ft -Ib) 11' 7 (in) Flange Unsupported 1581C25 0.078 0.26 0.037 0.586 C.014 0.430 0.028 0.029 0.954 45 ! 0.009 0.008 -1.007 1.293 0.393 2501C25 0.094 0.32 10.096 1.011 ! 0.017 0.421 0.052 0.079 1.437 ' 85 ! 0.011 1 0.020 -O.B5i 1.405 0.607 3501C25 0.113 0.38 0.208 1.359 0.018 0.404 0.074 0.172 2.073 ( 123 0.013 0.043 -0.774 1.515 0.770 35BIC25 0.115 0.39 10.226 1.402 0.019 _0.402 0.077 0.188 2.158 I 127 i 0.014 0.047 -0.763 t.E45 0.785 4001C25+ 0.122 0.42 1 0.285 1.528 10.019 0.395 0.085 0.240 2.4' S • 140 0.014 0.059 -01.731 1.739 0.523 NOTES: 1. For deflection calculations, use the effective moment of inertio. 2. + Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 31.2) 3. Tabulated areas are based on the full un -reduced cross section of the studs away from web punchouts 4. Properties based on Fy=33 ksi. L/120 DEFLECTION 0.125" Min. 17 Tn N LWeb Height _ L/240 DEFLECTION STUD SPACING STUD DEPTH (in.) STUD DEPTH (in.) (in.) 1 5/8" 2 1 /2" 3 1/2- 1 3 5/8 4" 1 5/8" j 2 1/2' 3 1/2' 3 5/8" 4" 12 9' 1" 1'2' 8" 16' 2" 16' S" 17' 3" 7' 3" 10' 1" i 13' 2" 13' 6" 14' 7 16 8' 3" 11' 6' 14' 0" 14' 3" 14' i 1" 6' 7" 9' 2" 12' 0" i 12' 3" i 3' 3" 24 7' 0' 9' 6" 11, S" 11, 7' 12' 2" 5' 9" 8' 0" 10' 6" j 10' 8" 11' 7 NOTES: 1. Heights based on properly attached sheathing on each flange over the entire lenght of the stud. 2. Lateral load multiplied by 0.75 for strength determination per AISI A4.4 J NOTES: 1. One (1) span indicates a single, Two (2) indicates two equal spans with a joist continuous over center support. 2. Lateral support of compression flange may be achieved with approved, attached covering or mechanical bracing. (See page 50 and 52 for typical mechanical bracing configurations.) 3. Spans based on a deflection limit of L/360. 4. * Values also applicable for continuous support of the compression flange provided by properly attached sheathing material. -6- Z. O F- 0 W a� En rom 3 .s.f. 10 .s.f. o Compression Lateral Support Of Compression Flange Ln Flange Unsupported Unsupported At Midspon 5 *At Third. Points SECTION o Joist Spacing Joist Spacing Joist Spacing Joist Spacing , 12in 16in 24in 12in t 6in 24in 12in 1 6i 24in 12in 16in 24in Z 1581C25 1 7' S' 6'10" 5111" 5' 0" 4' 6" 3'111' 5' 0" 4' C 3-11' S' 0" 4' 6" 3'11" 2 10' 1' 9' 1" 7'10" 6' 1' c5' 3" 4' 3" 5' 1' S' 3" 4' 3" 6' 1" 5' 3" 4' 3" 2501C25 1 8' 6" 7'11' 7' 1' 6' 2" 5' 8" 4-11- 7' 0" 6' 4" 5' 6" 7' 0" 6' 4" 5' 6" 2 11' 7" 10' 8" 9' 7. 8' 2" 7' 1" 5' 9" 8' 2" 7' 1" 5' 9" 8' 2" 7' -1" 5' 9" 3501C25 1 9' S' 8' 9" 7111" 6'11" 6' S" 5' 8". 8' 9" 7'10" 6' 6" 9' 1" 8' 2" 6' 9" 2 12' 9' 11'10 " 10' 7" 9' 3" 8' S" 7' C 9'10" 8' 6" 7' 0" 9'107 8' 6" 7' 0" 3581C25 1 9' 7" 8,10* 8' 0' 7' 0" 6' 6" 5' 9" 8'11* 7'111" 6' 8" 9' 4" 8' 4" 6'10" 2 12'10' 11'11" 10' 9" 9' S" 8' 8" 7' 1" 10' C 8' 6' 7' 1" 10' T 8' 8' 7' 1" 4001C25 1 9'1 T 9' 2" 8' 3" 7' 3" 6' 8" 5'11" 9' 3" 8' 3" 6' 11" 9'11' 8' 8" 7' 3" 2 13' 3' 12' T 11' 1" 9' 8' 9' 0' 7' S" 10' 7" 9' 1' 7' S" 10' 7" 9' 1" 7' S" J NOTES: 1. One (1) span indicates a single, Two (2) indicates two equal spans with a joist continuous over center support. 2. Lateral support of compression flange may be achieved with approved, attached covering or mechanical bracing. (See page 50 and 52 for typical mechanical bracing configurations.) 3. Spans based on a deflection limit of L/360. 4. * Values also applicable for continuous support of the compression flange provided by properly attached sheathing material. -6- Z. O F- 0 W a� En rom See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on Fy=50ksi for 14 and 16 gauge sections, Fy =33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gauge sections, multiply alloweble moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inerio. 4. . Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un -reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. 1.375' 1 375' Min. GROSS PROPERTIES I EFFECTIVE PROPERTIES I TORSIONAL PROPERTIES SECTIGN 1 Arec :9eignti Y■ R; iyy Ry Sx, I,= Y_9 MC J C. X Ra Q (in z) (Ib/ft) I (:n;) (in) (in d) (in) (in 3) (in 1) (in) (ft -!b) ,(1C -sin') 158CC20 0.168 0.571 0.077 C.577° 0.0?5 0.5181 0.091 0.077 0,828 150 0.067 0.034 -1.315 1.568 0.296 158CC 18 0.214 0.73 I 0.095 0.670 0.056 0.511 0.117 0.095 0.8!9 2151 0.145 0.042 -1.317 1.563 0.290 158CC 16 0.255 0.90 0.117 0.065 0.063 0.505 0.139 0.1 i 7 0.827 392 I 0.283 0.050 -1.306 1.550 0.250 158CC 14 0.329 1.12 0.1 e3 0.6581 0.082 0.498 0.175 0.143 0.813 504 0.558 0.059 -1.291 1.532 0.290 25OCC200.198 - 0-.67 i 0.205 1.0161 0.053 0.516 0.157 0.205 1.273 259 0.079 0.075 -1.167 1.631 0.488 250CC 18 0.253 0.85 1 0.258 i.0081 0.065 0.509 0.203 0.258 1.260 375 I 0.172 0.094 -1.164 1.522 0.485 25OCC 16 0.315 1.07 0.317 1.0031 0.080 0.503 0.243 0.317 1.273 684 0.336 0.113 -1.153 1.609 0.487 250CC 14 0.392 1.33 0.388 0.996] 0.095. 0.496 0.310 0.388 1.251 892 0.564 0.134 -1.138 1.591 0.489 35OCC20 0.233 0.79 0.444 1.3811 0.059 0.504 0.244 0.444 1.779401 0.093 0.151 -1.038 1.800 0.568 3 500018 0.299 1.021 0.562 1.372! 0.074 0.497 0.316 0.562 1.763 584 0.202 0.189 -1.033 1.788 0.666 350CC1,6 0.372 1.251 0.593 1.366, 0.090 0.491 0.381 0:693 1.780 1070 0.397 0.228 -1.022 1.775 0.669 350CC14 0.463 1.58 i 0.854 1 3581 0.108 0.484 0..48:7•. 0.854 1.751 1401 0.784 0.273 -1.007 1.759 0.672 358CC20 0.237 0.81 0.482 T.426i 0.060 0.502 0.255 -0.4-82 1.843 421 0.095 0.162 -1.024 1.826 0.686 358CC 18 0.304 1.04 ' 0.510 1.4171 0.074. 0.495 0.331 0.610 1.826 6 i 2 0.206 0.203 -1.019 1.314 0.684 358CC16 0.379 1.29 0.753 1.4101 O.G91 0.489 0.399 0.753. 1.843 1122 0.404 0.246 -1.008 1.801 0.687 358CC14 0.472 1.61 0.928 1.402 0.109 0:482 0.511 0.928 1.814 1470 0.800 0.295 -0.993 1.785 0.690 40OCC20 0.250 0.85 0.606 1.557 i 0.062 0.497 0.292 0.605 2.032 480 0.100 0.201 -0.985 1.908 0.734 40OCC18 0.321 1.09 0.769 1.548 0.077 0.489 0.378 0.769 2.014 699 0.218 0.252 -0.980 1.896 0.733 40OCC16 0.400 1.36 0.950 1.5411 0.093 0.483 0.456 0.950 2.033 1283 0.427 0.305 -0.968 1.883 0.736 40OCC14 0.499 1.70 1.171 i.5331 0.113 0.476 0.585 1.171 2.001 1682 0.845 0.366 -0.954 1.867 0.739 500CC20 0.3 i 9 1.09 1.590 2.2321 0.069 0.465 0.512 1.590 3.039 843 0.127 0.494 -0.821 2.423 0.885 60OCC 18 0.411 1.40 2.026 2.2191 0.086 0.457 0.665 2.026 3.018 1229 0.279 0.623 -0.815 2.408 0.885 60OCC 16 0.513 1.75 2.510 2.212 • 0.105 0.451 0.807 2.510 3.040 2269 0.548 0.756 -0.805 2.397 0.887 60OCC14 0.64i 2.18 3.109 2.2021 1 0.126 0.444 1.035 3.109 3.001 2976 1.087 0.913 -0.791 2.382 0.890 80OCC20+ 0.388 1.32 3.211 2.875 0.074 0.436 0.663 3.211 4.343 1091 1 0.155 0.949 -0.708 2.993 0.944 80OCC18 0.502 1.71 4.105 2.861 0.092 0.428 1.026 4.105 4.000 1690 0.340 1.199 -0.701 2.977 0.945 80OCC16 0.626 2.13 5.096 2.8531 0.112 0.422 1.247 5.096 4.031 3111 0.669 1.458 -0.692 2.965 0.946 80OCC14 0.784 2.57 6.329 2.8421 0.135 0.415 1.581 6.329 4.002 4544 1.328 1.765 -0.679 2.951 0.947 NOTES: 1. Effective properties based on Fy=50ksi for 14 and 16 gauge sections, Fy =33ksi for 18 and 20 gauge sections. 14 and 16 gauge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gauge sections, multiply alloweble moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inerio. 4. . Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un -reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. 1.375' 1 375' Min. 1 1 1 1 1 1 1 1 See Note 1. Below For 'field Strengths NOTES: 1. Effective properties based on Fy=50ksi for 14 and 16 gauge sections, Fy =33ksi for 18 and 20 gouge sections. 14 and 16 gouge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, . multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming - where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. - Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas ore based on the full un -reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. L Contact the manufacturer for this assistance. v x -10- . 1.625" .375" Min. 93 GROSS PROPERTIES ELF.' ?ROPERTIES TORSIONAL ?ROP=RTIES SECTION Arec Weight I.. I 'R. ! 1 Y RY i S=• _= V,9 MC I J C. X0 Ra (in Z) (lb/ft) (ir. `) (in) I in `) (in) In 3) (in a) (in) (ft -Ib) I;tO =ins) 158XC200.165 I58X018 0.23758XC16. 0.53 0.80 j 0.038 10 0.6891 0.682 0.067 10.084 0.503 01596 1 0.094 0.088 C. t 10 0.363 I 55 i j 0.074 0.050 -1.550 1.809 0.255 10.130 0.830 214 j -.160 0.053 -1.`52 1.805 0.252 1135 0.2.4 1.00 .0.1 0 0.6771 O. i 02 0.590 10.153 C:135 0.844 381 1 0.3t 4 0.075 - i .550 1.792 0.251 '158=14 I 0.355 1.24 0.164 0.571 0.124 0.583 10.194 0.154 C.830 I 547 i 0.518 0.089 - i.535 t .774 0.251 25OXC20 0.215 0.73 0.231 1.0351 0.079 0.5051 0.1,52 0.231 1.321 256 1 O.C86 0.112 -1.400 ',.843 0.423 250XC18 0.275 0.94 0.292 1.0281 0.099 0.598 j 0.223 0.292 1.277 357 0.187 O. i 40 -1.398 :.835 0.420 250XC 16 250X014 0.343 0.427 1.17 1.45 0.359 0.441 1.023 1.016 0. i 20 0.592 0.254 0.337 0.359 1.296 559 0.367 0.169 -1.385 1.821 0.421 0.145 0.585 0.441 1.277 949 ' 0.724 0.202 -1.371 1.803 0.422 35OXC20 0.250 000.85 0.496 1.4091 0.089 0.596 0.250 0.496 1.838 412 0.100 0.223 -1.257 1.980 0.597 350XC 18 0.321 1.09 0.630I 400 0.111 0.588 j 0.344 0.630 1.785 566 0.2 18 0.281 -1.253 1.969 0.595 350XC16 0.400 1.36 0.777 1.394 0.135 0.582 0.4.10 0.777 i.808 1023 0.427 0.340 -1.241 1.955 0.597 350X014 0.499 1.70 0.959 1.387 0.165 0.575 j 0.523 0.959 1.785 1474 10.845 0.410 -1.225 1.938 0.500 358XC20 0.254 0.87 0.538 1.454 0.090 0.594 0.252 0.538 i.903 432 10.101 0.241 -1.242 2.002 0.615 358XC18 0.327 1.11 0.683 1.445 0.112 0.586 0.350 0.683 i.848 I 592 0.222 0.303 -1.238 1.991 0.614 358XC15 0.407 1.38 0.843 1.439 0.137 0.580. 0.429 0.843 1.872 1 1071 0.435 0.367 -1.226 1.978 0.616 353XC 14 0.507 1.73 1.040 1.432 0.167 0.573 0.548 1.040 1.848 1544 0.860 0.442 -1.211 1.961 0.519 40OXC20 0.267 0.91 0.674 1.588 0.093 0.589 10.299 0.674 2.095 493 10.107 0.298 -1.1,98 2.075 0.667 400XC18 0.344 1.17 0.857 1.579 0.115 0.581 0.410 0.857 2.038 575 0.233 0.375 -1.193 2.063 0.665 400XC16 0.428 1.46 1.060 1.573 0.141 0.575 0.490 1.060 2.063 1223 0.457 0.455 -1.182 2.050 0.668 400XC14 0.534 1.82 1.309 1.565 0.172 0.567 ! 0.625 1.309 2.038 1762 0.905 0.549 -1.167 2.033 0.571 60OXC20 0.336 1.14 1.744 2.276 0.104 0.557 0.512 1.744 3.149 842 0. i 34 0.733 -1.012 2.553 0.843 600XC 18 0.434 1.48 2.226 2.265 0.131 0.548 0.712 2.226 3.047 1173 0.294 0.926 -1.006 2.538 0.843 600X016 0.541 1.84 2.750 2.258 0.159 0.543 0.859 2.760 3.077 1 2143 0.578 1.129 -0.995 2.526 0.845 600XC14 0.677 2.30 3.422 2.249 0.194 0.535 ! 1.094 3.422 3.048 I 3085 1.147 1.369 -0.981 2.511 0.847 800XC20• 0.406 1.38 3.486 2.931 0.112 0.525 0.654 3.486 4.469 1094 0.162 1.409 -0.880 3.105 0.920 800XC t 8 0.524 1.78 4.462 2.918 0.140 0.517 1.068 4.462 4.065 1 759 0.355 1.785 -0.874 3.090 0.920 800XC16 0.555 2.23 5.542 2.910 0.171 0.511 1.300 5.542 4.092 3243 0.699 2.180 -0.864 3.078 0.921 800XCi4 0.819 2.79 6.889 2.900 0.208 0.504 1.559 5.889 4.054 .4678 1.389 2.649 -0.851 3.063 0.923 NOTES: 1. Effective properties based on Fy=50ksi for 14 and 16 gauge sections, Fy =33ksi for 18 and 20 gouge sections. 14 and 16 gouge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, . multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming - where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. - Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas ore based on the full un -reduced cross section of the studs away from web punchouts. 6. For weak -axis orientations, technical assistance is req'd. L Contact the manufacturer for this assistance. v x -10- . 1.625" .375" Min. 93 See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on Fy=50ksi for 12, 14 and 16 gauge sections, Fy =33ksi for 18 gouge sections. 14 and 16 gouge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (A!SI A5.2.2) 3. For deflection calculations, use the effective moment of inertio. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (A!SI B1.2) 5. Tabulated areas ore based on the full un -reduced cross section of the joist member. 6. For weak -axis orientations, technical cssistonce is req'd. Contact the manufacturer for this assistance. -14- 93 Elt-1111 HE Pm. GROSS PRO=ERT!ES �==_CTIVE PROPERTIES TORSIONAL PROPERTIES SECTION j Aree Height I%, R. lyy Ry 1 S„ I,. Ycc Ma J C. x0 RO (in 1) (Ib/ft) ('n d) (in) (in`) ('n) i (in 3) (in`) (in) : (ft - lb) .(10-=.< (in) (;,) 400EJ18 10.389 1.32 i 1.0-'.7 1.617 0.21-4 0.742 C.450 1.017 2.101 741 i 0.254 0.735 -1.617 2.405 0.543 400EJ16 0.499 1.70 11.289 1.507 0.286 0.757 j 0.581 1.289 2.088: i 448 0.533 1.067 -1.597 2.457 0.523 400EJ14 .� 0.623 2.12 j 1.596 1.600 0.351 0.750 j 0.769 1.596 2.034 2123 1.055 1.297 -1.683 2.440 0.525 400:012 0.858 2.92 I 2. It 30 1.576 0.455 0.728 I .055 2.1130 2.000 i 3071 2.957 1.596 -1.577 2.414 C.517 600E J 18 0.479 1..63 2.600 2.330 0.243 0.713 0.777 2.500 3.127 i 279 1 0.325 1.754 -1.390 2.805 0.755 600EJ 16 0.612 2.08 3.312 2.326 ' 0.327 0.731 1.0133 3.312 3.113 2503 i 0.554 2.458 -1.460 2.842 0.735 600:014 0.766 2.61 4.115 2.318 10.402 0.724 1.322 4. 1 15 3.047 3649 1.298 3.001 -1.445 2.825 0.738 500:012 1.061 3.61 5.555 2.2881 0.522 0.701 1.852 5.556 3.000 5342 3.658 3.962 -1.433 2.790 0.735 800EJ 18 0.569 1.94 I 5.140 3.005i 0.264 0.681 1.128 5.140 4.205 j 1857 0.386 3.335 -11.224 3.315 0.864 800EJ16 0.725 2.47 6.559 3.007 1 0.356 0.700 1.481 5.559 4.158 3695 10.774 4.607 -1.287 3.345 0.852 800EJ14 0.909 3.09 8.166 2.9981 0.437 0.593 1.971 8.156 4.055 I 5441 i 1.540 5.639 -1.274 3.330 0.854 800:012 1.265 4.30 i 1.104 2.963 10.563 0.670 1 2.775 t 1.104 4.000 8007 4.36'0 7.494 -1.258 3.288 0.854 1000:016 0.838 2.85 11.255 3.664 0.376 0.570 1.8 i 2 11.256. 5.456 4522 0.895 7.589 -1.154 3.800 0.912 101 t 4 1.051 3.58 14.035 3.554 0.452 0.663 2.753 14.035 5.0365869 .1 1.781 9.301 -1.14 t 3.885 0.914 101 i 2 1.468 5.00 19.182 3.515 0.601 0.640 3.836 19.182 5.000 I 11065 5.051 12.419 -1.124 3.839 0.914 1200EJ16• 0.952 3.24 17.631 4.304 0.392 0.642 ' 2.152 17.631 6.822 1 5359 ° 1.015 11.455 -1.047 4.476 0.945 1200EJ14 1.194 4.06 22.006 4.293 0.481 0.635 3.258 i 22.006 5.305 18155 12.023 14.051 -1.035 4.452 0.946 1200EJ12 1.671 5.69 30.195 4.250 0.626 0.612 5.033 30.195 5.000 14 5 i 5 5.762 18.824 -1.017 4.413 0.947 40OMJ18 0.434 1.48 1.193 1.659 0.367 0.920 0.487 1.15 9 2.169 801 0.294 1.250 -2.075 2.811 0.455 400MJ 16 0.555 1.89 1.509 1.648 0.488 0.937 0.6211 1.492 2.153 1550 ! 0.593 1.799 -2.163 2.876 0.435 400MJ 14 0.695 2.36 1.871 1.641 0.601 0.930 0.782 1.871 2.152 1950 I 1.177 2.196 -2.147 2.358 0.436 400MJ12 0.959 3.26 2.516 1.619 0.790 0.908 1.203 2.516 2.042 i 3381 3.308 2.904 -2.144 2.836 0.429 600MJ18 0.524 1.78 3.000 2.392 0.4210.896 0.834 2.893 3.212 1374 i 0.355 2.977 -1.812 3.132 0.665 600MJ16 0.669 2.28 3.811 2.387 0.551 0.916 1.067 3.758 3.207 2662 0.714 4.142 -1.891 3.180 0.647 600MJ14 0.837 2.85 4.742 2.380 0.691 0.909 1.343 4.742 3.194 3350 1.419 5.078 -1.876 3.163 0.648 600MJ12 1 1.163 3.96 6.440 2.353 0.911 0.885 2.052 6.440 3.057 5770 I 4.009 6.771 -1.864 3.130 0.645 800MJ18 0.614 2.09 5.854 3.087 0.458 0.864 1.177 5.728 4.349 1938 0.415 5.661 -1.515 3.590 0.797 800MJ 16 0.782 2.66 7.452 3.087 0.613 0.885 1.525 7.363 4.319 - 3805 0.835 7.763 -1.687 3.628 0.784 800MJ14 0.980 3.33 9.287 3.079 0.755 0.878 2.003 9.267 4.223 4997 1.56.0 9.538 -1.672 3.612 0.786 BOOMJ12 1.366 4.65 12.690 3.048 0.996 0.854 3.040.. 12.690 4.068 8547 4.7110 12.791 -1.657 3.573 0.785 t OOOMJ 16 0.895 3.05 12.655 3.760 0.651 0.853 1.880 12:534 5.631 4689 10.956 12.796 -1.527 4.147 0.864 1000MJ14 1.122 3.82 15.792 3.751 0.802 0.846 2.667 15.792 5.329 5640 1.902 15.744 -1.513 4.132 0.856 1000MJ12 1.570 5.34 21.673 3.716 1.059 0.822 4.165 21.673 5.076 11708 15.412 21.201 -1.496 4.089 0.866 1200MJ16• 1.008 3.43 19.650 4.415 0.681 0.822 2.239 19.650 6.990 5585 1.077 19.342 -1.396 4.702 0.912 1200MJ14 1.265 4.30 24.542 4.405 0.839 0.815 3.137 24.542 6.657 7826 2.144 23.819 -1.383 4.688 0.913 1200MJ12 1.773 6:03 33.795 4.366 1.108 0.791 5.426 33.795 6.082 15254 6.113 32.173 -1.365 4.542 0.914 NOTES: 1. Effective properties based on Fy=50ksi for 12, 14 and 16 gauge sections, Fy =33ksi for 18 gouge sections. 14 and 16 gouge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (A!SI A5.2.2) 3. For deflection calculations, use the effective moment of inertio. 4. • Web height to thickness exceeds 200. Web stiffener required at support points. (A!SI B1.2) 5. Tabulated areas ore based on the full un -reduced cross section of the joist member. 6. For weak -axis orientations, technical cssistonce is req'd. Contact the manufacturer for this assistance. -14- 93 Elt-1111 HE Pm. See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on Fy=50ksi for 12, 14 and 16 gouge sections, Fy =33ksi for 18 gouge sections. 14 and 16 gauge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. x Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un -reduced cross section of the joist member. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. Stiffener Lip - 0.625* minimum for 12, 14 and 16 gouge 0.50" minimum fcr 18 gauge 2.5" �� Stiff Lip __F -15- I Stiff Lip I TION 3" .625' Min. 00 Iq CROSS PROPERTIES EFFECTIVE PRCPERTIES TORSIONAL PROPERTIES SECTION Area Weight i I%1 R1 Iyy Ry S11 I/1 yc9 Mo I J C, X0 R0 R (in Z) (lb/ft) i (in °) (in) (in `) (Gn) I (in 3) ('n `) ( n) (ft -Ib) ('o sins) (in) (in) 400WJ 15 i j 0.512 2.08 ' ' 1.729 1.681 1 0.758 1.1131 0.644 1.607 2.245 1 1608 0.554 2.773 -2.534 3.3 i 7 0.369 400WJ14 I 0.766 2.61 2.146 1.674 0.937 1.106 0.848 2.082 2.199 ' 2117 I 1.299 3.395 -2.618 3.299 0.370 400WJ12 1.061 3.61 2902 1.654; 1.243 1.082 1.283 2.873 2.107 I 3200 ; 3.558 4.524 -2.616 3.278 0.363 I 600WJ 16 0.725 2.47 4.311 2.4381 0.873 1.097 1.105 4.005 3.312 2758 0.774 6.382 -2.332 3.548 0.568 60OWi 14 0.909- 3.09 5.368 2.431 1.079 1.090 1.447 5.160 3.256 I 3610 1.540 ! 7.845 -2.317 3.531 0.569 600WJ 12 1.255 4.30 7.325 2.4071 1.437 1.066 12.177 7.237 3.140 i 5433 4.360 10.535 -2.307 3.500 0.566 B00WJ16 0.838 2.85 8.344 3.1551 0.957 1.068 1.537 7.843 4.495 3834 0.895 11.952 -2.101 3.938 0.715 800WJ 14 1.05 t 3.58 10.408 3.1471.183 1.061 2.146 9.965 4.296 5354 1.781 14.724 -2.086 3.922 0.717 800WJ12 1.468 5.00 14.277 3.1191 1.578 1.037 3.213 14.094 4.164 8015 5.061 19.876 -2.072 3.885 0.716 t OOOWJ 16 0.952 3.24 114.055 3.8431 1.021 1.036 1.905 13409 5.819 4752 1.016 19.703 -1.916 4.417 0.812 1000WJ14 1.194 4.06 17.549 ,3.8341 1.263 1.028 2-_795 17A29 5.448 6974 2.023 24.306 -1.902 4.402 0.813 iOOOWJ12 1.671 5.59 24.164 .1.8.02 1.684 1.004 .4.386 23.849.. 5.181 10944 5.762 32.932 -1.885 4.361 0.813 1200WJ 16.1 1.065 3.62 21.668 . 4:511 1.072: 1.003 2.275. '20.397 7.188 5677 1.137 29.802 -1.764 4.946 0.873 1200WJ14 I 1.336 4.55 27.078 4.501 1.325:.;.0.9,96 3.309 26.586 6.771 8256 2.265 36.798 -1.750 4.931 0.874 1200WJ12 1.875 6.38 l 37.394 4.466 1.767 0.971 5.698 36.909 6.195 14216 6.463 49.995 -1.732 4.888 0.874 NOTES: 1. Effective properties based on Fy=50ksi for 12, 14 and 16 gouge sections, Fy =33ksi for 18 gouge sections. 14 and 16 gauge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. x Web height to thickness exceeds 200. Web stiffener required at support points. (AISI 81.2) 5. Tabulated areas are based on the full un -reduced cross section of the joist member. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. Stiffener Lip - 0.625* minimum for 12, 14 and 16 gouge 0.50" minimum fcr 18 gauge 2.5" �� Stiff Lip __F -15- I Stiff Lip I TION 3" .625' Min. 00 Iq See Note 1. Below For Yield Strengths NOTES: 1. Effective properties based on Fy=50ksi for 12, i4 and 16 gouge sections, Fy =33ksi for 118 and 20 gouge sections. 14 and 16 gouge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.65. (Contact monufocturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (A!SI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener recuired at support points. (AISI 81.2) 5. Tobaloted orecs are based on the `ull un -reduced cross section of the studs away from web Junchouts. 5. For week -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. ^I 'Ne't Height 4J LA M Pa CROSS ?ROPERTIES =--ECTIvE PROPERTIES ; TORSIONAL PRODERTIES SECTION Weo Ht. Area Wei n;' g• I I .: R I 1 YY i Y c - ■c a v I ty Mc { C X a R o r rin nt rlj f!) n� in i- ) in} ':n0 rir: in) ri e 158ST20 I 1.757 C. 125 01.43 ( 0.063 0.7 i 1 0.0113 0.322 1.055 C.058 0.973 ; 90 ' 6..•50 0.007 -01.553 1.02' 0.554 1585718 1.309 0.163 0.55 I O.G85 0.7241 0.017 0.3' 9 0.082 0'.084 0 955 I 134 '.' 1 i 0.009 -0.555 :.029 0.592 i 58ST16 1.332 0.2^u5 01.70 O. 108 01.727; 0.02 i 0.317 C. i 03 ".107 0.963 1 258 0.2' 8 0.012 -0.651 1.026 0.59 7 158ST14 1.851 0.257 0.881 0.138 0.7311 O.C25 C.311 0.142 0.133 0.9461 353 0.435 0.015 -0.545 1.024 0.504 i58ST12 1 2.0 16 0.357 1.25 i 0.215 0.7661 01.034 1.305 C.21,4 0.215 1.0081 616 '.205 0.023 -0.642 '.045 0.623 250ST20 2.532 0.155 0.531 0.161 1.0181 0.015 0.307 x0.097 0.148 1.4291 159 0.052 0.018 -0.565 1.2,^,4 0.730 250ST18 2.584 0.203 0.59 0.214 1.029 0.019 0.305 0.141 0.210 1.404, 232 G.'37 0.024 -0.563 :.212 0.784 250ST i 6 2.707 0.254 0.86 0.270 1.031) 0.023 0.303 0. i 78 0.2661.410 445 0.271 0.029 -0.558 i.21 1 0.788 25CST14 2.736 0.320 1.09 0.342 1.035 0.029 0.300 0.24'1 0.342 1.387 501 G.542 0.037 -0.552 1.210 0.792 25OST 12 2.891 0.456 1.55 0.5 t 6 i .054) 0.039 0.292 0.357 0.51 b i .445 i 030 1.572 O.C56 -01.548 i .232 0.802 350ST20 3.632 0.190 0.65 0.345 :.350 0.0116 0.290 0.156 0.32 i 1.942 i ' 257 0.076 0.038 -0.488 1.464 0.889 350ST18 3.584 0.248 0.84 0.453 1.359 0.021 0.298 0.223 0.449 1.911 368 0.158 0.050 -0.486 1.472 0.891 350ST i 6 3.707 0.3 i i 1.06 0.576 1.361 0.025 0.286 0.282 0.563 1.9 i 6 703 0.332 0.062 -0.482 1.472 0.893 350ST14 3.736 0.391 1.33 0.727 --.364 0.031 0.283 0.377 0.727 i.889 940 ;,x.552 0.077 -0.476 1.472 0.895 350ST12 3.891 0.558 1.90 i.G76 :.3891 0.042 0.275 0.553 1.076 1.9451 1595 1 1.922 0.114 -0.471 1.493 0.900 358ST20 3.757 0.194 0.65 0.37E '.390 0.016 0.2881 0.154 0.349 2.006 271 0.'078 0.041 -0.480 1.499 0.807 358ST 18 3.809 0.253 0.85 C.496 1.400 0.021 0.286 0.235 ' 0.487 1.974 386 6.172 0.054 -0.478 1.505 0.900 358ST16 3.832 0.318 1.08 0.624 1.402 0.026 0.284 0.295 0.616 1.980 739 0.339 0.067 -0.474 1.506 0.901 358ST14 3.851 0.400 1.361 0.788 1.404 0.032 0.2811 0.395 0.788 1.952 987 0.578 0.084 -0.468 1.507 0.903 358ST i 2 4.016 0.570 1.94 1.164 1.4291 0.043 0.273 0.580 1.154 2.008 1673 1.965 0.123 -0.463 1.527 0.908 400ST20 4.1132 0.207 0.71 0.474 1.511 0.016 0.282 0.190 0.440 2.197 313 0.083 0.051 -0.457 1.604 0.919 400ST18 4.184 0.270 0.92 0.624 '.520 0.021 0.280 0.270 0.613 2.164 445 0.183 0.067 -0.455 1.611 0.920 400STt6 4.207 0.339 1.15 0.785 1.522 0.026 0.278 0.341 0.774 2.169 850 0.362 0.084 -0.451 1.6111 0.922 400ST14 4.236 0.427 1.45 0.991 1.524 0.032 0.275 0.454 0.991 2.140 i132 00.723 0.104 -0.446 1.511 0.923 400ST12 4.391 0.608 2.07 1.457 1.548 0.044 0.268 0.554 1.457 2.195 1914 2.01:3 0.153 -0.441 1.5311 0.927 600ST20 6.132 0.277 0.94 1.263 2.137 0.018 0.254 0.331 1.196 3.305 544 I 0.' 10 0.128 -0.357 2.183 0.972 600ST18 6.184 0.351 1.23 1.657 2.144 0.023 0.252 0.495 1.530 3.171 815 0.244 0.168 -0.365 2.189 0.972 600ST 16 6.207 0.452 1.54 2.081 2.145 0.028 0.250 0.624 2.055 3.176 i 556 0.453 0.208 -0.36' 2.190 0.973 600ST 14 6.236 0.559 1.94 2.623 2.147 0.035 0.247 0.821 2.623 3.142 2048 0.954 0.258 -0.357 2.190 0.973 600ST12 6.391 0.812 2.76 3.806 2.165 0.047 0.2411 1.1191 3.806 3.195 3435 2.799 0.369 -0.352 2.207 0.975 SOOST20• 8.132 0.346 1.18 2.606 2.745 0.019 0.232 0.422 2.523 4.730 595 0.138 0.245 -0.307 2.772 0.988 BOOST18 8.184 0.451 1.53 3.411 2.751 0.024 0.230 0.745 3.37 i 4.252 1227 0.305 0.319 -0.305 2.777 0.988 BOOST16 8.207 0.565 1.92 4.281 2.752 0.030 0.229 0.960 4.240 -4.21,-B.- 2395 0.504 0.395 -0.302 2.778 0.988 800ST 14 8.236 0.712 2.42 5.393 2.753 0.036 0.226 T.283 '.393 4.144- .3202 .Y.236 0.489 -0.298 2.778 0.988 8005712 8.391 1.015 3.45 7.179 2.758 0.049 0.220.•. 1.854 7.779 4.195 5343 3:500 0.692 -0.293 2.792 0.989 1000ST18• 10.184 0.541 1.84 6.066 3.349 0.025 0.213 0:389 1111-Z:057 5.679 1464 367 0.523 -0.252 3.366 01.994 1000ST16 10.207 0.679 2.31 7.612 3.349 0.030 0.212 1.140 ' 7.612 5.642 2845 0.725 0.648 -0.260 3.366 0.994 1000ST i 4 i 0.236 0.854 2.91 9.587 3.350 0.037 0.209 1.841 9.587 5.145 4593 1.148 0.802 -0.256 3.366 0.994 1000ST12 10.391 1.219 4.15 13.782 3.363 0.051 0.204 2.653 13.782 5.195 7651 4.201 1.124 -0.252 3.378 0.994 1200ST16• 12.207 0.792 2.69 12.300 3.941 0.031 0.198 1.339 12.300 7.105 33411 0.346 0.967 -0.228 3.953 0.997 1200ST14 12.236 0.997 3.39 15.489 3.942 0.038 0.196 2.108 15.489 6.561 5260 1.589 1.196 -0.225 3.953 0.997 1200ST12 12.391 1.422 4.84 22.222 3.953 0.052 0.191 3.587 22.222 6.195 10346 4.=03 1.669 -0.221 3.964 0.997 NOTES: 1. Effective properties based on Fy=50ksi for 12, i4 and 16 gouge sections, Fy =33ksi for 118 and 20 gouge sections. 14 and 16 gouge sections may be produced with Fy =33ksi. For 33ksi 14 and 16 gouge sections, multiply allowable moment by 0.65. (Contact monufocturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (A!SI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web height to thickness exceeds 200. Web stiffener recuired at support points. (AISI 81.2) 5. Tobaloted orecs are based on the `ull un -reduced cross section of the studs away from web Junchouts. 5. For week -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance. ^I 'Ne't Height 4J LA M Pa 1 1 1 1 1 1 1 1 1a 1 1 1 1 1 1 1 See Note 1. Below For Yield Strengths VOTES: 1. Effective properties based on Fy=SOksi for 12. 14 and 116 ^gauge sections, Fy =33ksi for 18 and 20 gouge sections. 14 cnd `16 gouce sections may be produced with 33ksi. For 33ksi 14 and 16 gauce sections, multioly allowable moment by 0.66. (Concoct manufacturer for cvailebility) 2. Effective properties and ellowcble Moment incorporate C" the strength increase from cold -work of forming - where coolicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web heicht to thickness exceeds 200. Web stiffener required of su000rt points. (AISI 81.2) 5. Tcbuicted areas ore based on the full un -reduced cross section of the studs cwoy from web ounchouts. 6. For weoz-axis criento tions, techrncei ossisterce is req'd. Contact the manufacturer for this assistance. -19- _ Web Heieht I I GROSS ?30,?S3"..S _ _moi`:=cCP-RTS j iCKSiGNAL=4CR'RTI_S �CT _ SC.. .�\ ! •'iie� ^... :�.: e�yle;y�. u R! x I. ry R y S �x �.x ., %a i J X a 3 ('In) ('.n « (in) + (: _ din'; �; i =:-:5 ;t0-�:• i 580'20 I 1.75? ::� 0.55 � C. i ' S 0.753; na- 0..,,,� n^ 0.560 O..,o2 - G.Gc., . i 39 t0, 3 1 r 0.073 C. -1.579 1.375 c; 0..2_ 153D" i 8 t .30,9 10.253 0.85 1 0. i 56 0.73, j 0.1 i 0 0.558 0.096 C.121 i. i 20 I 158 1 0.172 C.C53 - t .577 1.880 6.295 i 58DT 16 1.832 • C.3118 11.08 ! 0.197 0.739, 0.137 0.656 0.122 0.155 i. i 27 i 305 I 0.339 0.079 71.571 1.875 0.299 580T1, : 86' C. 400 1.36 0.252 0.794: 0.171 0.553 0.173 0.2:, 1.101 433 0.578 C.101, -1.554 11.371 0.302 158DT12 2.0 ..570 941 0.402 0.839 0.230- 0.547 0.322 0.385 1.097 804 i 1.955 0.153 -1.560 1.386 0.315 25OOT20 j 2.53 2 ; 0.225 0.75 I 0.278 !J ? i 2 � 0.097 0.5531 0.1 i 1 0.200 ;.643 133 0.090, C. i i'' -1.,31 1.929 0.449 25ODT18 i. 2.5^4 0.293 11.0,01 0.371 i.125: 0.125 0.6561 0.156 0.254 i.5':2 1 273 0.199 0.155 -1.429 1.934 0.454 I 2.707 i 0.357 1.25 1 0.469 i. 1301 301 0.1570.5541 0.157 0.210 0.374 1.518 i 525 0.392 O. 19 7 -1.423 1.932 0.457 25GC 1 i 4 2.736 0.452 i .57 I 0.595 1. i 351 0.195 0.552 0.293 0.5 1 i ;.582 1 732 0.783 0.218 -1.415 1.928 0.46 i 250DT12 I 2.E9 1 0.559 2.24 1 0.912 1.1751 0.274 0.645 0.521 0.873 1.556 !1299 2.273 0.385 -1.41 1 1.947 0.475 z50DT20 3.532 5.259 0.88 0.570 1.4831 0.108 0.517 0.179 0.421 2.195 I 295 0.103 0.247 -1.296 2.073 0.809 3500718 3.501 . 1. i5I 0:75 1.496i 0. i 40 0.8,4 1 0.25 t C.6 ; 0 2. i 56 430 0.229 C.328 -1.294 2.080 0.613 35OD T i 6 3.707: 0.424 1.44 -0.9.53 1.4-991 0. i 75 0.542 ' 0.331' 0.774 2.16 i 325 0.453 0.411 -1.239 2.079 0.616 35CCT i 43.735: 0.534 1.32 I '11.205 1.503 0.218 0.540 0.455 1.04o 2.1 ? 7 1 134 ( 0.904 0.5 i 8 -1.232 2.077 0.619 35OOT12 3.891 ; 0.75i 2.59 1.806 1.54T.; 0.305 0.633. 0.731 1.740 2.074 1949 I 2.52, 0.731 -11.277 2.098 0.630 3530720 1 3.1571 0.254 0.901 0.516 i.528i 0.1110 0.6451 0.,38 0.459 2.2531 310 0.105 0.257 -1.281 2.096 0.525 3580T18 I 3.809; 0.344 1.171 0.816 i.541) 0.142 0.5431 0.274 0.659 2.223 451 0.233 0.355 -1.279 2.103 0.630 3580T 15 3.E321 0.431 1.47 ' 1.028 1.5441 0.177 0.540 0.347 0.537 2.228 I 866 0.450 0.445 -1.274 2.102 0.533 358D T i 4 1 3.851 1 0.542 1.85 i .3CO 1.5481 0.221 0.538 0.477 1.129 2.183 I 1189 0.919 0.560 -1.257 22.100 0.636 358DT12 4.0151 0.774 2.63 1.944 1.5851 0.308 0.5311 0.816 1.873 2.139 I 2037 2.663 00.842 -1.252 2.122 0.546 a00DT20 4.1321 277 1 0.94 0.764 1.662 0.113 0.639 0.218 0.576 2.166 359 0.110 0.334 -1.239 2.169 0.574 400CT13 I 4.1341 0.351 1.23 1.0i1 1.674` 0.146 0.637 0.315 0.822 2.424 519 0.244 0.442 -1.237 2.177 0.677 40ODTIS I 4.207 0.452 1.54 1.272 1.6771 0.182 0.634 0.399 1.042 2.41281 995 0.483 0.554 -1.232 2.176 0.580 4000T14 4.2361 0.569 1.94 1.609 i.5311 0.227 0.632 0.540 1.40..2 2.38 1 I 1359 0.954 0.697 -1.225 2.174 0.582 40ODT12 I 4.351 ; 0.312 2.76 1 2.393 1.7171 0.317 0.525 0.925 2.3007 2.331 2307 I 2.799 1.042 -1.220 2.197 0.692 60ODT20 I 5.132 0.346 1.118 1 1.906 2.3481 0.125 0.604 0.329 1534 3.310 ( 541 ! 0.133 0.842 -1.057 2.645 6.840 5OODT18 ; 5.184 0.451 1.53 2.507 2.353 0.163 0.602 0.570 2.097 3.473 939 0.305 1.108 -1.054 2.653 0.342 6000T16 1 6.2071 C.565 1.92 3.151 2.361 0.203 0.600 0.720 2.551 3.475 1795 0.604 1.385 -1.050 2.552 0.843 60OCT, 4 6.235 1 0.712 2.42 3.978 2.364 0.254 0597 0.958 3.521 3.422 I 2414 1.206 1.738 -1.044 2.652 0.345 6OCCT12 I 6.391 1 i.0 15 3.45 5.817 2.3941 0.354 0.591 11.585 5.524 3.353 1 3955 3.5CO 2.543 -i.038 2.575 0.349 8CCDT20• 1 8.132 j 0.415 1.41 3.740 3.002 0.135 0.571 10.435 3.',43 5.255 l 716 0.166 1.632 -0.924 3.193 0.916 8000718 8.1;;4! 0.541 1.84 4.905 3.011 0.175 0.569 0.753 4.253 4.803 1 1240 0.367 2.137 -0.922 3.200 0.917 80007 i 5 8.2671 0.679 2.31 6. i 61 3.013 0.213 0.567 0.953 11.488 5.367 4.772 1 2414 0.725 2.670 -0.918 3.200 0.918 800DT 14 8.236 0.854 2.91 7.770 3.015 0.272 0,564 5.953 4.448 3714 1.448 3.344 -0.912 3.201 0.919 8GCDT'12 1 I 3.391: 1.2ig 4.15 , 11.273 3.0411 0.379 0.5071 2.333 i0.927 4.367 5946 4.201 4.839 -0.906 3.222 0.921 1000DTi8• 1 10.134 i 00.631, 2.15 1 3.334 3.645 0.133 0.539 1 0.925 7.480 6.223 1525 0.423 3.553 -0.820 3.775 0.953 1 OOOOT, 5 10.207 1 0.792 2.59 10.528 3.5461 0.228 0.537 1.138 9.4216. 191 2965 10.846 4.443 -0.816 3.775 0.953 1000DT14 I 10.236 i 0.997 3.39 13.270 3.648 0.284 0.534 1.898 12.140 5.695 4736 1.589 5.559 -0.812 3.776 0.954 t OOODT12 10.301 1.422 4,34 119.165 3.67i 10.396 0.528 3.313 i 3.620 5.377 8278 4.903 7.987 -0.805 3.795 0.955 I20ODT15• 1 12.207 ' 0.905 3.08 116.478 4.267 0.236 0.510 1.414 15.035 7.654 3528 0.966 6.725 -0.735 4.360 0.971 1200DT 14 12.235 11.140 3.38 20.755 4.2691 0.294 0.508 2.224 19.349 7.107 5543 1.931 3.410 -0.732 4.361 0.972 t 200DT i 2 1 ! 12.391 ! 1.525 5.53 129.902 4.289 l 0.409 0.502 4.339 29.112 6.334 10950 5.504 12.024 -0.726 4.379 0.973 VOTES: 1. Effective properties based on Fy=SOksi for 12. 14 and 116 ^gauge sections, Fy =33ksi for 18 and 20 gouge sections. 14 cnd `16 gouce sections may be produced with 33ksi. For 33ksi 14 and 16 gauce sections, multioly allowable moment by 0.66. (Concoct manufacturer for cvailebility) 2. Effective properties and ellowcble Moment incorporate C" the strength increase from cold -work of forming - where coolicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. • Web heicht to thickness exceeds 200. Web stiffener required of su000rt points. (AISI 81.2) 5. Tcbuicted areas ore based on the full un -reduced cross section of the studs cwoy from web ounchouts. 6. For weoz-axis criento tions, techrncei ossisterce is req'd. Contact the manufacturer for this assistance. -19- _ Web Heieht I I LATERAL AND AXIAL Allowable Axicl L oed In 'kips (10001b) 5psf LATERAL SECTICN 8F -i. IOrt. 12Fi. 14FT. i5; t8F. 20F7. ;2i- 1 8i 2a;r. ;tin 16in lain 12in thin 24in t2:n 16in 2G11 12;n 16in 24in 12in 15in 24;n ;2;n 16in lain 158XC20 0.46 0.42 10.53• 0.33• 0.31. 10.22"5c t58XCi8 0.53 0.52 3.47• 0.42• 0.313 0.32^_ 10.25a 0.41a 0.300 158xC15 0.84 0.34 0.84 0.58 1 0.58• 0.583 0.52• j0.47- 10.37a 0.37a 158XC15 0.75• 0.660 0.490 15dXCi4 1.15 ! I.iS 1 1.15 0.91 10.9; 0.38• 0.72• 10.68- 10.59- 0.53- I0.48- 1 25CXC2C I.Do I.O6 � 1A1 ! C.93 C.85 11.23 0.59 0.58 � O.Sd• 0.41a 0.47• 0.37- 1 I I ! 250XC18 1.41 1.41 1.ai ;.23 tA7 1.00 0.40 Q7t• 0.73• 0.52• 0.43- 0.523 0.41e 25OXC16 1.85 1.85 1.35 1.59 1 1.59 1.59 i.35 1.35 1.23• 1.13 1.D4• 0.870 0.86• 0.160 0.600 0.65- `0.563 250xC14 2.50 2.50 2.50 2.?1 12.11 2.11 1.76 i.76 1.75 1.45 1.45 1.30• 1.20• i.1 t• 0.940 0.93- 0.840 35CXC20 1.63 I i.53 1.53 1..51 11.51 1.43 1.35 1.28 1.05 1.09 10.96 2.00• 0.71• 0.83 0.38• 0.440 0.60• 0.46= 0.220 0.43a 0.290 350XC18 2.25 2.25 2.25 2.08 2.08 2.08 1.87 1.87 1.57 1.52 1.47 1.21 1.25 1.t0 0.83• 0.95• 0.30• 0.54a 0.71• 0.56a 0.310 35OXC16 2.97 297 2.97 2.54 2.58 2.59 2.38 2.38 2.38 2.07 2.0J 93 1.77 i.74 1.51• 1.48 1.35• 1.120 1.17• 1.05- 0.823 350x,^, t 4 3.92 3.92 3.92 3.52 3.52 3.52 3.08 3.08 3.06 2.55 2.65 2.55 2.25 2.25 2.17 1.91 1.90 1.57• 1.63 1.51 • 1.280 358XC220 1.70 1.70 1.70 1.58 '1.5d 1.53 1.44 1.37 i.i5 1.13 1.04 0.79• 0.90 0.75• I0.50a 0.67• 0.520 0.27a 0.483 0.34a 1.13a 358XCi8 2.35 2.35 12.35 2.?9 2.19 2.19 1.98 i.98 1.81 1.75 1.62 1.34 i.38 1.22 0.90• 1.05 0.89• 0.523 0.79• 0.640 0.380 358XC16 3.16 3.15 3.16 2.88 2.38 2.88 2.56 2.56 2.56 2.23. 2.23 2.18 i.92 1.9? 1.67• 1.63 1.44• 1.25a 1.30• 1.16• 0.92a 358XC i 4 4. i 5 4.10 1 4.16 3.75 3.75 3.76 3.31 3.3 t 3.31 2.85 2.35 2.36 2.44 2.44 2.39 2.08 2.08 1.85• 1.77 1_'06• 1.423 400XC2C I.33 1.83 1.33 1.77 1.77: 1,77 1.64 1.64 1.43' 1.45 -J.31 1:04 1.14 0.99 0.70• 0.88 0.71 • 0.430 0.55• 0.49- 0.223 40CXC18 2.57 2.57 2.57 2.05 2.a5t' 2.45 2.28 2.28 2.2t 2.u6 2.00 1.7i t.75 1.57 t:25• t.}g 1.20• 0.883 1.07• 0.89• 0.580 400XC16 3.57 3.57 3.57 3.34 3.34. ' 3.34 3.05. 3.05 3.05 2.73 2.13 2.73 2.41 2.41 2.20 2.08 1.97 i.68• 1.71 1:55• 1.270 40OXC t 4 4.87 4.87 4.87 4.49 4.49. 4.49 4.03: 4.03 4.03 3.54 3.54 3.54 3.05 3.05 3.05 2.62 2.62 2.44• 2.25 2.19 1.91 • 60OXC20 2.06 2.06 2.06 2.06 2.05 2.06 2.05 2.06 2.G6 2.04 2.04 2.01 2.00 2.00 1.74 1.93 1.77 12.75 1.43 1.71 1.50 1.12• 50OXC18 2.94 2.94 2.94 2.94 2.94 14.23 2.94 2.94 2.44 2.44 2.94 2.94 2.94 2.88 2.88 2.81 2.76 1.39 2.41 2.50 2.40 1.48 60OXC16 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.16 4.16 4.16 3.87 3.87 3.87 3.54 3.54 3.44 60OXC 14 556 5.56 5.56 5.56 0.56 5.56 5.56 5.56 5.56 5S6 5.56 5.56 5.56 5.56 5.56 5.26 5.26 5.26 4.81 4.81 4.81 800XC20 I.99 1.99 1.99 1.99 1.99 t.99 199 1.99 1.99 1.49 1.94 i.99 1.49 1.99 1.94 1.99 1.99 1.81 1.99 1.43 1.61 BCOXC 18 2.32 2.82 2.32 2.92 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.32 2.92 2.82 2.82 2.82 2.82 2.82 2.82 2.82 2.78 80OXC16 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.40 3.90 3.90 3.40 3.90 3.90 3.90 3.90 3.40 3.90 390 3.90 80OXCi4 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.t7 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 I j 15psf LATERAL SECTION BFi. LOFT. 12Fi. 14FT. 1 VT. 1811. 20Fi. i 2in 16in 24in 12in i 6;n 24in 12in 16in 24in 12in 16in 24in 12in i 6in 24in 12in 16in 24in 12in t 6in 24in I58XC20 0.210 158XCt8 0.41a 0.300 158XC15 0.75• 0.660 0.490 0.460 158XC14 1.15• 1.06• 0.87a 0.75a 0.64. 250XC200.84 0.68• 0.380 0.47• 0.28a 250XC18 1.30 1.13 0.82• 0.65• 0.540 0.29. 0.47o 0.260 25OXC 16 1.85 1.35 1.62 1.48 1.31 • 0.99a 1.023 0.830 250XC 14 2.50 2.50 2.48 2.11 2.00• 1.67a 1.56• 1.37- 1.030 1.080 0.890 350XC20 1.52 1.45 1.12 1.18 0.95 0.53• 0.76• 0.490 350XC18 2.25 2.25 1.90 1.90 1.18• 1.35 1.06• 0.54a 0.86• 0.55o 35OXC16 2.97 2.97 2.97 2.69 11.64 2.69 2.33 2.28 2.03• 1.580 1.69• 1.420 0.960 1.20- 0.440 350XC14 3.92 3.92 3.92 3.52 3.52 3.49 3.08 3.00 2.56• 2.49 2.23• 1.76a 1.87• 11.60a 1.13a 1.37a 1.1i0 358XC20 1.70 1.54 1.21 1.23 1.05 0.61• 0.84• 0.57• 358XC18 2.35 2.35 2.03 2.04 1.78 1.31• 1.48 1.18• 0.640 0.93• 0.660 358XC 16 3. t 6 3.16 3. i 6 2.88 2.88 2.55 2.49 2.23 1.77• 1.87• 1.59• 1.1 Oc 1.35a 1.07o 358XC14 4.16 4.16 4.16 3.76 3.76 3.76 3.31 3.28 2.81• 2.74 2.46• 1.960 2.07• 1.780 1.290 1.53a 1.260 40OXC201.83 1.76 1.45 1.55 1.31 0.87• 1.11 0.82• 0.30a 0.69• 0.38a 400XC18 2.57 2.57 2.38 2.42 2.16 1.69 1.87 1.55 0.97• 1.32• 0.47• 0.36a 0.85a 0.50a 400XC16 3.57 3.57 3.57 3.34 3.34 3.15 3.05 2.83 2.33• 2.43 2.12• 1.57a 1.83• 1.Sta 0.953 1.3201. 010 40OXC14 4.87 4.87 4.87 4.49 4.49 4.49 4.03 4.03 3.65 3.53 3.22 2.56• 2.73• 2.40• i.84a 2.07a 1.750 60OXC20 2.06 2.06 2.06 2.06 2.06 1.76 2.00 1.76 1.31 1.63 1.39 0.82 - 1.34 0.97• 0.31a 0.98• 0.570 600KI 2.94 2.94 2.94 2.94 2.94 2.89 2.94 2.88 2.40 2.80 2.47 1.84 2.37 1.96 1.22• 1.90 1.44. 0.520 1.43• 0.94a 6COXC16 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 4.23 3.84 4.16 3.87 3.18• 3.59 3.17 2.41• 2.94 2.50• 1.710 600XC14 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.05 5.26 4.94 4.14• 4.53 4.06• 3.22a BOOXC20 1.99 1.99 1.99 1.99 1.99 1.94 1.99 1.96 1.62 1.93 1.70 1.25 1.69 1.40 0.83 1.43 1.07 0.39• 1.15 0.72• BOOXCIB 2.32 2.82 2.32 2.82 2.82 2.82 2.82 252 2.82 2.82 2.82 2.48 2.82 2.61 2.08 2.53 2.28 1.63 2.34 1.93 1.16• 800XC 16 3.90 3.90 3.90 390 3.90 3.90 3.90 3.90 3.40 3.90 3.90 3.90 3.90 3.90 3.87 3.90 3.90 3.49 3.90 3.71 3.06 300XC74 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.117 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17 4.83 NOTES: t. Allowable loeds Dosed on mechanical bracing of the weak axis of 60. O.C. maximum and properly attcched sheathing on Doth sides of the stud. (See pcge 52 for detcils) 2. Lateral and axial loco multiplied by 0.75 for strength determination es per AISI A4.4 3. Afowoble !ocds for 15 cnd ;4 gauge ere based on 5Oksi yield stress, !cc ds for 18 and 20 gouge are bcsed on 33ks; yield stress. 4. Deflection limitctiors unless otherwise marked are for L/360; • for L/240; a for L/120. 5. End reection= Load (psf)•Spccing(in)-Height from tabie(ft)/24. Check web crippling tcble for 0!lowcbie reection. 6. For construction !ocds, the 5psf Ictercl locd tables mcy be used for sues with mechenicci brccing only. speced at a maximum of 60. O.C. -37- Z O P U W U) LM Z O F 2 U) U U LATERAL AND AXIAL SHEATHING BOTH SIDES SEC110N -_- 8(l Lateral load=5psl _ 911. _-_ - - _ 811. Lateral Load=15psf 91l_ 1.74 1.46 0.94• Lateral Load=20psf 1.50 0.94• 1.46 Lood=30psf- 0.480 8f1. 9fl. _ _Lateral 811_ 9fl. 0.540 12in. 16in. 24in. 12in. 16in. 24in. 12in. 16in. _ 24in. _ 12in. 16in. _ 24in. 12in. 16in. _ 24in. 12in. 16in. _ 24in. 12in. I bin. 24in. 12in. 16in. _ 24in. 3501C20 3SOIC18 2.12 2.82 2..12 2.90 2.12 2.90 2.04 2.79 2.04 2.79 2.04 2.79 2.06 2.82 1.84 2.78 1.42 2.32 1.76 2.66 1.50 2.37 1.03• 1.84 1.84 2.72 1.55 2.47 1.04• 1.90 1.50 2.37 1.18• 2.01 0.61a 1.37. 1.42 2.27 1.04. 1.90 0.350 1.13• 1.03• 1.84 0.61a 1.37. 0.53a 3581C20 3581C18 2.15 2.88--2.95 2.15 2.15' 2.95 2.08 2.85 2.08 2.85 2.08 2.85 2.14 2.88 1.92 2.90 1.51 2.45 1.85 2.78 1.59 2.50 1.13• 1.97 1.92 2.83 1.64 2.59 1.14. 2.03 1.59 2.50 1.28 2.14 0.71• 1.50• 1.51 2.40 1.14• 2.03 0.460 1.21• 1.13• 1.97 0.71• 1.50• 0.660 4001C20 4001018 2.23 3.01 2.23 3.08 2.23 3.08 2.17 2.90 2.17 2.99 2.17 2.99 2.23 3.01 2.13 3.08 1.76 2.78 2.08 2.90 1.84 2.83 1.40 2.34 2.13 3.01 1.88 2.91 1.41 2.39 1.84 2.76 1.54 2.50 0.99• 1.88 1.76 2.73 1.41 2.39 0.75• 1.67 1.40 2.28 0.99• 1.88 0.25a 1.06• 6001C20 60010 18 2.37 3.13 2.39 3.33 2.39 3.33 2.37 3.09 2.39 3.32 2.39 3.33 2.37 3.13 2.39 3.33 2.39 3.33 2.37 3.09 2.39 3.32 2.23 3.33 2.37 3.13 2.39 3.33 2.20 3.33 2.37 3.09 2.33 3.32 1.93 3.20 2.37 3.13 2.20 3.33 1.13 3.00 2.21 3.09 1.93 3.19 1.34 2.61 8001C18 2.82 3.30 3.32 2.78 3.29 3.32 2.82 3.30 3.32 2.78 3.29 3.32 2.82 3.30 3.32 2.78 3.29 3.32 2.82 3.30 3.32 2.78 3.29 3.12 350SC20 2.19 2.19 2.19 2.11 2.11 2.06 2.06 1.81 1.35 1.74 1.46 0.94• 1.81 1.50 0.94• 1.46 1.11• 0.480 1.35 0.94• 0.240 1.00• 0.540 S50SC 18 2.88 2.98 2.98 2.74 2.87 2.87 2.88 2.86 2.39 2.63 2.44 1.89 2.77 2.54 1.95 2.34 2.07 1.41 • 2.32 1.95 1.16• 1.82 1.41 • 0.550 2.:)3 1.90 1.45 1.84 1.55 1.04• 1.89 1.60 1.04• 1.55 1.21 0.58• 1.45 1.04• 0.2.90 1.04- 0.58• 1.21 358SC20 2.21 2.22 2.22 2.14 2.14 2.14 _358SCIB 2.94 3.04 -3.04 2.92 2.93 2.93.2.94 3.12 '2..98 2_52 2.85 2.57 2.03 2..89 2.67 2.09 2.56 2.20 1_54• 2.45 2.09 1.31• 2.02 1.54• 0.680 400SC20 2.30 2.30 2.30 2.24 2.24 2.2.4 2.30 2.13 1.71 2.08 1.81 1.32 2..13 1.85 1.32 1.81 1.48 0.88• 1.71 1.32 0.60- 1.32 0.88• - 400SC18 3.07 3.16 3.16 2.961 3.08 3.08. ;�3.0'/ 3.16 2.116 2.96 2.92 2.41 3.07 3.00 2.46 2.81 2.57 1.94 2.78 2.46 1.71 2.33 1.94 1.09• 600CC20 2.44 2.48 2.48 2.44 2.47 2.47 2.44 2.48 2.48 2.44 2.47 2.32 2.44 2.48 2.30 2.44 2.42 2.01 2..44 2.30 1.82 2.29 2.01 1.42' 600SC20 2.44 2.48 2.48 2.44 2.47 2.47 2.44 2.48 2.48 2.44 2.47 2.31 2.44 2.48 2.28 2.44 2.41 1.99 2.44 2.28 1.80 2.28 1.99 1.39 600SC18 3.18 3.41 3.45 3.14 3.41 3.44 3.18 3.41 3.45 3.14 3.41 3.44 3.18 3.41 3.45 3.14 3.41 3.30 3.18 3.41 3.11 3.14 3.27 2.69 800SC18 2.88 3.38 3.45 2.84 3.38 3.45 2.88 3.38. 3.45 2.84 3.38 3.45 2.88 3.38 3.45 2.84 .5.38 3.45 2.88 3.38 3.45 2.84 3.38 3.25 350CC20 2.25 1..25 2.25 2.17 2.17 2.14 2.14 1.89 1.42 1.82 1.53 1,00• 1.89 1:57 1.00• 1.53 1.11• 0.540 1.42 1.00• 0.240 1.00• 0.540 350CC18 2.93 3.07 3.07 2.79 2.95 2.95 2.93 2.98 2.51 2.71 2.55 2.00 2.86 2.66 2.07 2.43 2.18 1.51• 2.41 2.07 1.28• 1.91 1.51• 0.650 358CC2.0 2.26 7..27 2.27 2..21 2.21 2.21 2.20 1.97 1.52 1.91 1.62 I.11• 1.96 1.66 1.10 1.62. 1.21 0.64• 1.51 1.10 0.35• 1.11r 0.64• 3580018 2.99 3.11 3.12 2.98 3.02 3.02 2,-99 ' 3.09 2.64 2.95 2.68 2.14 2.98 2.78 2.21 2.66 2.32 1.65• 2.54 2.20 1.42• 2.12 1.65• 0.790 2.31. 1.18 1.77 2.13 1.88 1.38 2.17 1.90 1.38 1.86 1.54 0.93• 400CC20 2.32 1.33 1..33 2.27 2.29 2.29 1.76 1:38 0.66• 1.31 0.93• _-- - 400CC18 3.13 3.25 3.25 3.02 3.17 3.17 3.13 3.25 2.98 3.02 3.03 2.52 3.13 3.12 2.58 2..90 2.69 2.05 2.88 2.58 1.83 2.42 2.05 1.10• 600CC20 2.44 2.48 2.48 2.44 2.47 2.47 2.44 2.48 2.48 2.44 2.47 2.32 2.44 2.48 2.30 2.44 2.42 2.01 2..44 2.30 1.82 2.29 2.01 1.42' 6000018 3.24 3.50 3.57 3.19 3.49 3.54 3.24 3.50 3.57 3.19 3.49 3.54 3.24 3.50 3.57 3.19 3.49 3.42 3.24 3.50 3.25 3.19 3.38 2..82 800CC18 2.94 3.47 3.57 2..90 3.46 3.57 2.94 3.47 3.57 2.90 3.46 3.57 2.94 3.47 3.57 2.90 3.46 3.57 2.94 3.47 3.57 2.90 3.46 3.41 NOIES: 1, Loads based on 3/8" to 5/8" gypsum board attached to both sides of each stud with a maximum fastener spacing of 12", fasteners must be No.6 or larger screws. 2.. Bracing may be required for construction loads or in service if properly attached gypsum board is not in place. 3. Gypsum board must retain adequate strength and stiffness for the service life of the wall. 4. Lateral and oxial loads multiplied by 0.75 for strength determination as per AISI MA. 5. Deflection limitations, unless otherwise marked, ore for L/:560; r for L/240; o for L/120. 6. End reaction=Load(psf)-Spocing(in)•Ileight from table(ft)/24. Check web crippling table for allowable reaction. En M O Z co 0 0 i O Z 1 1 1 1 1 1 1 1 1, F 1 1 1 1 1 1 1 Il FinnXr RR' 80OXC SECTION resign Laces ° isi Single Socn i ;+o Eat= Spars Single Spcn No Equal Spans ilb/l;al Sea. 189c, s6ga. taga. ;'8qc. :6qa. Inge. 18go. 16cc. sage. i3ga. t6ge. 14gc. 0L = 10 i ;2 16'i i" 13' 2' 19' E 17' 3' 23':0" 25' 2' 21• a' 22.11' 24• 3" � 21' T 29' a" 33' i" t a" ?9' C Z= 0 i 24 12' 3" t <' S" ; Y c" I 2' 6" 1 E'10' 20' 3" 15' r 18' 2" 7' ; 5' 20' S" 24,1 2 15* 3" 15, :0" i 3' 1' I s 3' 4' 22' i" 24' 4" 19- -' 2'.' Y 22-11- ` 20' C 2T 2' 30' 3' LL = 25 15 ia• 2' t5' 4" 15' 5' is 2" S' t" 22' 1' 17' a' IS' a 20' 9" 117' 4" 23' 6" 27'11' .L = 35 24 1 1' S' ;'' 4" ; 4' a I ; 6' 15' 7" i 3' T . 14' i 16';1' id' 2" I 14' 2' 19' 3' 23' t' JL = 10 I 12 13' 5" 14* 5' 15' S 12' 3' :8' 6" 20' S" is* 9" 13' 2'1 9' 7' I 16' 9' 22' 9' 2S 3' 'L = 4p 1 i5. 1I"G" 13' 1" 1V i" I ii'tG' ;5' 0' 18'10' 14' E 15' 6' 17' 9' 14' 5' IT T 23' 3' TL - 50 21 9' 3" i l' 5' 12' 3' 1 9' T 13' t' 13' d" W i 0" 14' 5" i 5' 6" 10' 3" -'6- t' 19' i CL = 10 1 12 %2* 5" 13' a' 14' 4 112' 5" i 6' i 0" :9- S" 15' 3" i8-1 I' 18- 2" :3- 3" 20' S" 24. 4' LL = 50 l t 6 C' 9" 12' 2' t 3' t" 10' 9" 14' 7 17' 6" 13' 3" 15' a" t 6' 6' 13' 3" 18' 0" 21' 7 TL = 60 124 8'iT i0' 7' tl' 5' I 8't o' i1'il' la• 4" 10' T 13' 5" 14 5" I 8'1i" 14' 5" 17' 7' 0L = 10 I 12 I i' 5" 12- 7 13' E TV a 15' 7' 18' 2' 14' 2" 15' 1 1" 17' t" I 14' Y 19' 3" 22'11" L! = 60 15 IC' 0" 11' 5" 12' 3' 1 l G^' 0" 13' d" 15' 3" IT 3' 14' 5" 15' 6 t I' S" 16' 3" 20' 0' TL = 70 ' 24 8' 2" 10' G" 10* S" 7' 7 11' 0' 12- 3" 9' 2' 12' 7 13' 7 T 7 12' a" 16' a' CL 20 i2 i4' 5" 15'10" 17' T 14• E 19' 6" 22'10" IT E 20' 0' 21' 6" j i7' 5 24' 0" 28'10' LL = 25 ; 5 ( 12' 6" 14' 5" 15' 5' ! IT 5" 16'! V 20' 3" 15' 3" . :.' 18' 2" ' 19' T 15' 3" 20' 9" 24' 11" TL = 45 2e 10' 2" 12' 7 13' 6" 1110' "c' 13' 9" 15' 6" 12'`5`'15'il' 17' 1"I 1V11" 15'1 i" 20' e CL = 20 12 12' S" 1a' 5' 15' o 1X12' o 16'.iT 20' 3" 15' 3" 18' 2' 19' 7 15',3' 20' 9" 24'1 t' LL= 40 is 10' 9" 13' 1" t 4' t" . i G' 9" 14 " 7:, . 17' 6" .13' 3" 16' E17 9: 113' 3' 18' 0" 2V 7 - TL = 50 24 3';0" 11' 5" i2' 3' ( 8'10' Is'lI" 14' 4" 10' d" 14. 5' i5' 6 8'il" 14' 5" 17' 7 CL = OL 20 12 t t' 6" 13' a' 14' a' t s' S 15' 7' 13' S' 14' 2' 1611* 13' 2' 14. 2" 19- 3' 23' 1' L' = SG I is 10' 0" 12' 2' 13' t" ( 10' 0" 13' 6' 16' 3" 12' 3' 15' 4' 16' E 11' E 16' 3" 20' T TL = 70 24 8' 2" 10' 7 i t' S' 7' 7 11' 0' 13' T 9' 2" 13' E 14' 5" I 7' 7 IT 4" 15' i OL = 20 12 10' 9' 12' 7 t 3'o t p' 9" 14' 7 17' "o' i3' 3" 151 1* 17' 1" 113' 3' 18' 0" 21' 7 LL = 60 6 I S' 4" 11' 5' t 2' 3' 9' i 12' 8" 15' 2" 1 1' 5" t 4' i 5' 6" 10' E 15' 7 18* 3' L = 80 24 7' 7' 10' 0" 10 3" 6' 8' 10' a 12' S" 8' 0 12' 7 13' 7 5' d' 10' 10' 15' 3 OL = 20 I 12 810' 10' T t s' E l 8' 10* t 1'11' 14' a 10' d' 13' S 14' 5" 1 8' 1 1' 1 a' 5' 17' 7 LL = 100 16 7' 7" 9' 3" 10' a d' 8 i0' ? 12' S' 8' 0' 12' 2' 13' 1" I 6' 8' 10'10" 15' r P. = t 20 24 5' 2" 8' 5" 9' 0' 4' 5" 7' 2" 10, t" 5' 4" I o' 4" i t' 5' I a 5" 7' 2" 1011' NOTES: 1. Joist soars based an L/240 deflection limit for DL+LL: L/360 deflection limit for LL Allowable moment - Assuming continuous lateral supoort of the compression flange provided by properly attached flooring materiel (i.e. metal deck, plywood, etc.), using ry =50ksi for 12, 14 and i 6 gauge joists and =y=33'.ksi for 18 gouge joists. Combined bending and shear. Combined bending and web crippling, using two members beck to beck, end bearing length of lin. end interior bearing length of 3.5in. Check end reactions with web crippling tables and interior reactions for combined 'pending and web criooiing to determine if two members back to bock are requirzd at support points. (See page 51 for example colculations.) Allowable shear and web criopiing values based on unounched joists. 2. Rim Joist/Trcck must be instclled at the ends of all joists. 3. :or soeciol loading or support conditions or if punched joists are used, contact manufacturers o techr.iccl representative. 525* v 1 1' 1 .375' Nin. L A L I v 3 -41- ROOFJ SFCT10N tele• 1 I�1► Desig-Lacds ' ist Jst S -g e Socr. I Tro Eauai Soars Two Equal SDCns S;ng a Soon 1 Tro Equal Soars (;b/ftt) 12ca. SJc. 18gc. 1 1 -go. 12ga. ! 189c. 16gc. 14gc. 12ga. 16ga. I4ga. 1290. 1 1Egc. tagc- 129a. OL = 10 112 22' 3' 24''3" 25' 1' 28.11' i 22' 3' 3;' 4' 35' 0' 38' 9" 29' 0" 31' 3' 34' 8' 1 31. 8' 11-11' d6' 6' LL = 2C 15 19' 3" 22' 0' 23' 3" 26' 3' 1119' T 27' t 31' 9' 35' 3' 25' 5' 28' 31' S' 20- 0' 37' 0' 42' 3' P = 30 124 37' a" 15' 8' 19' 3" 20' 2' 22" 1' 1 15' 8' 22' 2" 25'1 t' 30' 4" 23' 0' 21'10' 27' 6' Ila' 6" 30' 3' 36'11' OL = 10 i 12 20' 7' 22' f 21' 3' 26'10' 1 20' 7' 29' 0' 32' 36' 0" 25'71' 29' 0" 32' t' `32' '' 33'11' 43' Z" LL = .25 24 16 17'10' 20' S' 22' 0" 24' 5" 17'10' 25' 2" 29' 6' 32' 8" 24' 6' 25' <' 29' 3' 27'10' 34' 3' 39' 3" TL = 35 2a 14' 6" 17'10" 19 3" 21 3' 14' 6 20' 5" 24'11" 28' 7' 211' 5' 23' 0" 25' 7' 122' 3' 28' 0' 34' 3' OL = 10 1 12 17' 2" 1;' S" 20' 8' 22'i i' 1 17' 2" 24' 3' 27' 9' 30' 4" 23' 0" 24'IT 27' o 25'10' 33' 1' 36.11' LL = 40 116 i4'11' 117' 6" Id'10" 20'10" 14.11" 21' 0" 25' 3' 27'11" 20'11" 22' 6' 25' 0' 123' 3' 28' 3" 33' S' TL = 5Q 12e 35' 3-1 12' .2 15' 3" 15' S 113' 2' (110' d" IT T 20-;G' 24' S' 112' 3" 19' 2 21'10' I IT a' 23' S' 29' a' OL = 10 12 15' 3" 1 T 10' 19' 3' 21 * 3' 115' 8" 22' 2' 25' 9' 28' 7' 21' 5' 23' 0' 25' r 24' 6- 30- 3' 34' 3" LL = 50 I 16 13' 7' 16' 3"17' 5' 19' a" 1 13' 4' 19' 2" 23' 3" 25.11" 19' 5' 20'11" 23' 3' 21' 3' 26' 2" 31' Z' TL = 60 124 12 10* 8" 14' 2" t 5' 3" t 6' 1 1" I 8' I t" 14' 5" 19' 0" 22' 8' 11' 0" 13' 3' 20' 3' - 14* 5' 21' 4" 27' 1' OL = 1.0 I 12 14' 6" 1 S' 10" 13' t' 20' 0' 1 14' 6" 20' 6" 24' 3' 26'10" 20' 1" 2 i' 8' 24' t' 22' 3" 28' 0' 120'11' LL = 50 15 12' 7" I S' 3" 16' S' i 8' 2" t t' S' I T 9' 21' T 2 a' S' 1 B' 3" 19' a' 2 7' 10' 1 18' T 24' 3' 29' 4" TL = 70 i 24 9' 2' 13' 4' 14' a' 15'17' I 7' 7" 12' 4" 17' 7' 21' 4" 16' 0" 17• 2' 19' 1' 12' i 18' 9" 25' 1' OL = 20 1 12 IT 2" 21' Z" 22' S' , 25. 3" 18' 2" 25' 7' 30`-.T; _ 33'10" 25' 4 27' 4' 30' 4' 4' 3411" 40' 8' LL = 25 I 16 15' 8' IS' 3' 20' 8" :22'11' 115' 8" 22' 2' 26'11" 30' 9" 23' 0" 21'10' 128' 27' 6" 24' 'o' 30' 3' 36'11' TIL = 45 121 12'10' 15'10' 13' 1' 120' 0" 11"11 18' 1" 21'11" 26' 8' 20' 0" 21' 2' 24' t' 119' 3' 24' 3' 31' 4' OL = 20 112 15' 3" I9' 3' 20' 8' ' 22'11' i 15. 8` 22' 2' 26'11' 30' 9' 23` 0" 24'10''27' 6 24' 6' 30' 3" 36'11' LL = 4C ( 116 13' 7" 117' 6' 18'10' 20'10' 13' 4 -19' 2' 23' 3' 27'11' 20'11' 22' 6' 25' 0' 21' T 26' i 33' 3' TL = 60 24 70' 8' 15' 3" 16' 5' 18' 2' 8'11' 14' 5' 19' T 23' t" 17' a' 19' E" 21'10' 14' S" 21' a 27' 1' OL = 20 12 14, 5' i TI 0" 19' 3" 2I' 3" 14' 6" 20' 6" 24'11' '28' 7' 2 t' 5' 23' 0" 25' 7' 22' 8' 28' 0" 34' 3' LL = 50 16 121 12' T 16' 3" 17 S' 14' 4" l t' S 17' 9' 21' 7' 25'11' 19' 5' 20'1 t' 23' 3' 18' 7' 24' 3' 30' 9' TL = 70 9' 2' IV 2' 15' 3' 16'11' 7' 7' 12' 4' 17' 7' 21' 4" 16' 0" 18' 3' 20' 3' 12' 4 18' 9" 25' 1' OL = 20 t 2 t 3' 7' 16' 10' 1 d' 1' 20' 0' 113' a' 19' 2" 23' 3' 26' 10' 20' 1' 21' 8' 24' t' 21' 3' 26' 2' 32' 3' LL = 50 16 I 11' 9" 15' 3' 16' 5' 18' 2" 70' T 16' 3' 20' 2' 24' 5' 18' r I9' 8' 21'10' 16' 3" 22' 3" 28' 9' TL = 80 24 8' 0' 13' a' 14' 4 15' 11' I 6' T 10' 10" 16' S 20' 0' 15, 0' IT 7 9' 1' t 0' 10' 16' S' 23' 6' OL = 20 12 10' 8' 14' 2 t 5' 3' t 6' 1 t' 8' 11" 14' 5' 19' 0' 22' 8' 17' 0" IT 3' 20' 3' 14' 5' 21' 4 27' I' LL = 100 2' 0" 12' 10" 13' 10" 15' 4 I 6' 8' 10' I O" IF 5' 20' 0' 15' 0' 16' 7' 18' S 101T 110' 16' 5" 23' 6' TL = t 20 116 24 5' a" t t' i' 12' 1' 13' 5" 4' 5' 7' 2' 1011' i 6' 4' 12' 3' 14' 0 16' t 7' 2' 1011' 19' 2' 1200EJ SECTION DesignS Loads Jst Single Soon Two Equal SDCns (Ib/ftz) Sac. 16go. 14go. 12ca. 169o. 14go. 12go. OL = 10 12 33' 9' 36' 4' 40' 4' 37'10' 46' 7' $4. 2' LL = 20 I 16 30' d' 33' 0' 36' 8' 32' 9' 40' 4' 49' 2' TL = 30 24 25' S' 28'10* 32' 0' 25' 8' 32'11* 42'11' OL = 10 12 311' 4' 33' 9' 37' 0 35' 0' 43' 2' 50' 3' LL = 25 16 28' 5' 30' 8" 34' 0" 30' 4' 37' a" 45' 8" TL = 35 24 24' 9' 26' 4' 29' 4' 23' 0' 30' 6" 39' 10" OL = 10 12 26' 9' 28'10' 32' 0" 29' 2' 36' 1' 4211" 11 = 40 16 24' 4" 25' 2" 29' 1' 117' 23'10" 31' r 39' 0' TL = 50 24 20' 8' 22'10' 25' 5" a" 25' 6" 34' 0' OL = 110 12 24'10' 26' 9' 29' 9' 25' 8' 32'11' 39'10" LL = 50 16 22' 7" 24' a' 27' 0' 20'11' 28' 6' 36' 3' TL = 60 24 18.11' 21. 3' 23' 7' 14' 5' 21.10' 31' I' DL = . 10 12 23' 5' 25' 2' 28' 0' 23' 0' 30' 6" 37' 6' LL = 60 16 I 21' 3' 22'10' 25' 5' 18' 7' 26' S' 34' 1' TL = 70 24 1 IT 6" 20' 0' 22' 2' 12' 4' 118' 9" 28' 9' OL = 20 I 12 29' 6' 31' 9' 35' 3-1 30'0' 38' 0' 47' 3' LL = 25 16 26' 9" 28 -IT 32' 0' 25' g' 3211' 42'11' TL = 45 21L 21'10' 25' Z' 28' 0' 1S' 2' 26'11' 35'11' OL = 20 112 20' 9' 28'10' 32' 0" 125' 8' 32'17' 42'11" LL = 40 I6 23' 2' 25' 2' 24' 1' 20.11" 28' 6" 33' t' TL = 60 24 19'111' 22'70' 25' 5 14' 5 21'10' 31' 1' OL = 20 12 24' 9' 26' 9' 29' 9' 23' 0' 30' 6' 39'10' LL = 50 16 21' 24' 4' 27' 0" 18' 7' 26' S 35' 3' TL = 70 24 IT 6' 2V 3• 23' 7' 12' 4 18' 9' 28' 9' OL = 20 12 23' 2' 25' Z' 28' 0' 120'11' 28' 6' 37' 6' LL = 60 16 20' 0' 22'10' 25' 5' ( 16' 3' 24' 7' 32'71' TL = 80 24 76' 4 20' 0' 22' 2' 10'10' 16' 5' 2511' OL = 20 12 18'1 1* 21- 3- 23' 7. 5' 21'10' 31' 1' LL = 100 1 5 16' 4 19' 3' 21' 5' 114' 10'70' 16' 5' 26'11' TL = 120 24 112' 3' 16' 5' 18' 9' 7' 2" 10'11' 21' 0' NOTES: 1. Joist spans based on: L/240 deflection limit for OO+LL: L/360 deflection limit for LL. Allowable moment - Assuming continuous lateral support of the compression flange provided by properly attached flooring material (i.e. metal deck, plywood, etc.), using Fy =50ksi for 12, 14 and 16 gauge joists and Fy =33ksi for 18 gauge joists. Combined bending and shear. Combined bending and web crippling, using two members bock to back, end bearing length of tin. and interior bearing length of 3.5in. Check end reactions with web crippling tables and interior reactions for combined bending and web crippling to determine if two members back to back cre required at support points. (See page 51 for Example calculations.) Allowable shear and web crippling values based on unpunched studs. 2. Rim Joist/Track must be installed at the ends of all joists. 3. For special loading or support conditions or if punched joists are used, contact manufacturers technical representative. T- 0.625' minimum for 12, 14 and 16 gouge T0.50' far 18 gauge r 3 -43- .n CO Allowable Concentrated Loads (lbs) I Pot 71 5h L°o° r ® >I Condition 1 Condition 2 Condition 3 Condition 4 Web Bearing Length Bearing Length Bearing Length Bearing Length Ht. Go. 1" 3.5" 4" 6" 3.5 4" 6" V 3.5.. 4" 6„ 3.5" 4" 6" 158 20 224 388 42.5 576 582 632 831 162 252 270 343 473 480 5,12 18 352 540 588 780 851 916 1175 256 372 395 488 797 807 849 16 732 1019 1101 1431 1665 1778 2231 533 733 773 933 1735 1754 1827 14 1202 1571 1645 2078 2554 2648 3186 878 1148 1202 1417 2815 2839 2935 250 20 213 368 404 547 561. 609 800 151 236 253 32.0 433 440 469 18 339 520 566 751 828 891 1142 243 353 376 464 747 757 796 16 710 988 1068 1388 1629 1739 2182. 513 705 744 898 1651 1668 1739 14 1173 1534 1607 2030 2510 2602 3131 851 1113 1165 1375 2708 2731 2824 350 20 200 346 379 514 536 582 765 139 217 232 295 387 394 419 18 324 497 541 717 801 861 1105 229 333 353 436 691 700 736 16 685 954 1031 1340 1587 1695 2126 489 673 710 857 1555 1571 1637 14 1141 1492 1563 1974 2460 2550 3068 821 1074 1124 1326 2586 2608 2697 358 20 198 343 376 510 533 579 761 137 214 230 291 382, 388 413 18 322 494 537 713 797 858: 1100 : 227 330 351 433 684 693 728 16 682 949 1026 1333 1582 1689 2119 486 669 705 851 1543 1559 1625 14 1137 1487 1557 1967 2453 2543 3060 817 1069 1119 1320 2571 2593 2681 400 20 194 334 367 497 524 569 '!!:-748 133 207 222 282 365 371 395 18 316 485 528 700 787 847 1086 222 322 342 423 662 671 706 16 673 936 1012 1315 1566 1672 2098 478 657 693 836 1506 1522 1586 14 1125 1471 1540 1946 2435 2523 3036 806 1054 1103 1302 252.5 2546 2633 12 2095 2564 2658 3033 4543 4669 5173. 1517 1856 1924 2196 5181 5213 5340 600 20 168 290 318 431 475 516 678 108 169 181 230 274 278 296 18 286 438 477 633 733 789 1012 193 281 298 368 549 556 585 16 623 867 937 1218 1482 1583 1986. 431 592 625 754 1314 132.8 1384 14 1061 1387 1452 1835 2334 2419 29.10 • 746 975 1021 1204 2281 2300 2379 12 2014 2465 2.555 2916 4414 4537 5027 1441 1763 1828 2086 4851 4880 4999 800 20 142 245 269 364 426 462. 608 84 131 141 179 183 186 198 18 255 391 426 565 679 730 937 164 239 254 314 436 442 464 16 573 798 862 1120 1399 1494 1874 384 528 557 672 1121 1133 1181 14 997 1303 1364 1724 2232 2314 2784' 685 896 938 1107 2037 2054 2124 12 1933 2366 2452 2798 4286 4405 4880 1365 1670 1731 1976 4520 4548 4658 1000 16 523 728 787 1023 1315 1405 1762 337 464 489 590 929 939 978 14 932 1219 1276 1613 2131 22.09 2658 625 817 855 1009 1793 1808 1870 12 1852 2267 2350 2681 4157 4272 4733 1289 1577 1635 1866 4189 4215 4318 1200 16 473 659 712 926 1232 1315 1650 290 399 421 508 736 744 775 14 868 1135 1.188 1502 2030 2105 2532 564 738 773 912 1549 1562 1615 12 1771 2168 2247 2564 4028 4140 4587 1213 1484 1,538 1756 3859 3882 3977 I Pot 71 5h L°o° r ® >I AIInwahle Concentrated Loads (lbs) NOTES: 1. Allowable loads based on Fy =50ksi for .12, 14 and 16 gauge, Fy =33ksi for 18 and 20 gauge. 2. For mullple web sections, the distance between the web connector and the flange sholl be kept to a minimurn. Condition 1 Condition 2 Condition 3 Condition 4 Web Bearing Length Bearing Length Bearing Length Beoring Length 3.5" 4" 6" 3.5" 4" 6' 1" 3.5" 4" 6" 3.5' 4" 6„ 158 20 350 473 491 554 848 888 1028 242 327 340 383 839 879 1018 18 556 736 763 856 1341 1402 1614 418 553 573 643 1335 1396 1607 16 1263 1644 1701 1897 2170 2264 2593 673 876 . 907 1011 2004 2092 2396 14 1916 2451 2530 2806 3284 347.1 3897 1107 1416 1461 1621 3055 3183 3626 250 20 361 488 506 572 848 888 1028 234 317 329 371 839 879 1017 18 570 755 782 877 1341 1402 1614 408 540 560 628 1335 1396 1607 16 1289 1677 1735 1935 2170 2264 2593 661 860- 890 992 2004 2092 2396 14 1947 2490 2571 2851 3284 3421 3897 1090 1395 1440 1597 3055 3183 3626 350 20 374 505 524 592 848 888 1028 226 305 317 358 803 841 97J 18 586 776 804 902 1341 1402 1614 397 525 544 611 1326 1386 1595- 16 1317 1715 1774 1979 2170 2264 2593 646 '841 870 971 2004 2092 2396 14 1982 2535 2617 2902 3284 3421 3897 1072 1371 1415' 1570 3055 3183 3626 358 20 375 507 527 595 848 888 1028 225 303 315 356 798 836 968 18 588 778 806 905 1341 1402 1614 395, 523 542 608 1320 1380 1588 16 1321 1719 1778 1984 2170 2264 2593 645 839 868 968 2004 '2092 2396 1.4 1986 2540 2623 2909 32.84 3421 3897 10,69 1368 1412 1566 3055 3183 3626 400 20 380 514 533 602 848 888 1028 .221 299 311 351 784 822 951 18 594 786 815 914 1341 1402 1614 391 518 536 602 1303 1362. 1568 16 1332. 1733 1793 2000 2170 2264 2593 •"639 832 860 960 2004 2092 2396 14 1999 2557 2640 2928 3284 3421 3897 1062 1359 1403 1556 3055. 3183 3626 12 3769 4699 4837. 5316. 6321 6565 7416 2376 2962 3049 3351 5960 6191 6993 600 20 398 537 558 630 848 888 1028. 204 276 286 323 712745 +1269 863 18 625 828 858 963 1341 1402 1614 368 488 505 567 1214 1461 16 1390 1808 1871 2087 2170 2264 2593 610 794822 916 1901 1984 2272 14 2069 2647 2732 3030 3284 3421 3897 1025 1311 1353 1501 2996 3120 3555 12 3864 4817 4958 5450 6321 6565 7416 2318 2890 2975 3270 ' 5960 6191 6993 800 20 398. 537 558 630 •848 888. 1028 187 252 262 296 639 669 '774 18 642 850 881 988 1341 1402 1614 346 458 474 532 1125 1176 1354 16 1447 1884 1948 2174 2170 2264 2593 581 757 783 873 1795 1873 2145 14 2139 2736 2825 3133 3284 3421 3897 987 1263 1304 1446 2867 2986 3402 12 3958 4935 5079 5583 6321 6565 7416 2261 2819 2901 .3189 5902 6130 6925 1000 16 1470 1913 .1979 2208 2170 2264 2593 552 719 744 830 1688 1762 2018 14 2209 2826 2917 3235 3284 3421 3897 950 1215 1255 1391 2738 2852 3249 12 4053 5052 5201 5717 6321 6565 7416, 2204 2747 2828 3108 5726 5947 6718 1200 16 1470 1913 1979 2208 2170 2264 2593 524 682 705 786 1582 1651 1891 14 2245 2871 2964 3288 3284 3421 3897 913 1167 1205 1337 2609 2718 3096 12 4148 :1170 53'22 5850 6321 6565 7416 2146 2676 2754 3027j 5549 5764 6511 NOTES: 1. Allowable loads based on Fy =50ksi for .12, 14 and 16 gauge, Fy =33ksi for 18 and 20 gauge. 2. For mullple web sections, the distance between the web connector and the flange sholl be kept to a minimurn. Z O 1— U W U) NOTES: 1. One (1) span indicates a single, Two (2) indicates two equal spans with a joist continuous over center support. 2. Lateral support of compression flange may be achieved with approved, attached covering or mechanical bracing. (See below and page 52 for typical mechanical bracing configurations.) 3. Spans based on a deflection limit of L/360. 4. * Values also applicable for continuous support of the compression flange provided by properly attached sheathing material. Fasten To Wolf Studs _ ....., .._......, ..._...__._ „. „y –50– A Z O U W U) U U) Secure To wall Z O U W U) U U 44�•; 3 .s.f. 10 a.s.f. o Compression Lolerol Support Of Compression Flange Unsuppored At Midspon *At Third Points Ca Flonge Unsupoorted SECTION o Joist Spacing Joist Soacing Joist Soocino Joist Spon. ^c z t2in 16in 24in 1 2i thin 24in 2in 15n 24in 1 2i i5in 24in 1581C20 1 10' t" 9' 2" 8' 0" 6' 9" 6' 1" 5' 4" 6' 9" 6' 1" 5' 4" 5' a" 5' 1" 5' 4" 2 13' 6" i 2' 4" '10, 9" 9' 1" 8' 3" 7' 2" 9' 1" 8' 3" 7' 2" a' 1" 8' 3" 7' 2501C20 1 11' 8" 10' 9" 9' 7" 8' 4" 7' 9" 6'11" a' S" 8' 6" 7' S" 9' S" 8' 5' 7' 5" 2 16' 4" 15' 0" 13' 3" 1 1 ' 6" 10' 7' g' S" -12- 7" 11 ' S" 10' 0" 12' 7" 11' S" 10' 0" 350IC20 t 12' 8" 11' 8" 10' 6" 9' t" 8' S" 7' 7" 12' 2" 1 1' 1" 9' 8" 12' 2" 1 t' 1" 9' 8" 2 17' 6" 16' i" 14' 4" 12' 5' i 1' 6" 10' 3" 15' 4" 14"10" 13' 0" 16' 4" 14- 10" 13' 0" 358IC20 1 12' 10" 1*"1 C t 0' 7' 9' 3" 8' 6" 7' 8" 12' 6" 11' 4" 9'1 1" 12' S" 1 V 4" a" ' II 2 17' 8" i 6' 3" 14' 6" 12' 7' i 1 ' 7" 10' S" 16"10" 15' 3' 13' 4" 16'10" 15' 3" 13' 4' 4001C20 t 1" i2' 1" 10'10" 9' 5" 8' 9" 7'1 i" 13' 2" 12' 3" 10' 9" 13' 6" 12' 3" 10' 9" I 2 1131 18' 1" t 6' 8" 14'10" 12'l 0" 1 t ' t t" 10' 8" 17' 9" 16' S" 14' 3" 18' 2" 16' S" 14' 3" 158SC20 1 10' 3" 9' 3' 8' 1" 6'l Cr' 6' 2" 5' 5' 6' 10" 6' 2" 5' 5' 6' 10" 6' 2" 5' S" 2 13' 8" 12' S" 10' 10" 9' 2" 8' 4" 7' 3" a' 2" 8' 4" 7' 3" g' 2" 8' 4" 7' 3" 250SC20 1 12' 0" ill t" 9'11" 8' 7" 7'11" 7' 1" 9' 6" 8' 7" 7' 5" a' 5" 8' 7" 7' 5" 2 16' 9" 15' S' i 3' 8" 11, 9" 10,10" 9' 8" 12' 9" 11' 7" 10' 0' 12' 9" 'it' 7" 10' 0" 350SC20 1 13' 0" 12' 0" 10' 9" 9' S" 8' 8" 7'10" 12' 4" 11' 2" 9' 9" 12' 4" 11' 2" 9' 9" 2 18' 0" ''16' 7" 14' 9" 12' 9" 11'110" 10' 7" 16' 6" 15' 0" 12' 6' 16' 6" i 5' 0" 12' 6" 358SC20 1 13' 2" 12' 2" 10'11" 9' 6" 8' 9" 7'1 t" 12.' 8" 1 t' 6" 10' 0" 12' 8" 11' 6" 10' 0" 2 18' 16' 8" 14'l 1" 12' 1 1" 11 ' 1 1" 10' 8' 17' 0" 15' S' 12' 9" 17' 0" 15' S" 12' a" 400SC20 t 13' 6" 12' 6" 11' 2" 9' 9" 9' 0" 8' 1" 13' 7" 12' S' .10'10" 13' 8" 12' S" 10'10" 2 18' 7" 17' 1" 15' 3" 13' 3" 12' 3" 1 i' 0" 18' 3" 16' B" 13' 8" 18' 4" 16' 8" 13' 8" 158CC20 1 10' 4" 9' S" 8' 2" 6'11" 6' 3" 5' 6" 6'11" 6' 3" 5' 6" 6'11" 6' 3" 5' 6" 2 13'11" 12' 7" t t' 0" 9' 3 8' S" 7, d" 9' 3" 8' S" 7' 4" 9' �' 8, 5" 7' 4" 250CC20 1 12' 4" 11' 4" 10' 2" 8'10" 8' 2" 7' 4" 9' 7' 8' 9" 7' 7' 9' 7' 8' 9" 7' 7' 2 17' 2" 15' 9" 14' C. 12' 1" 11. 2" 9'11" 12.10" 11' 8" 10' 2" 12'10" 11. 8" 10' 2" 350CC20 1 13' 4" 12' 4" 11' 1" 9' 8" 8'11" 8' 0" 12' S" 11' 3" 9'10" 12' S" 11' 3" 9'10" 2 18' 5" 17' 0" 15' 1" 13' 1" 12' 1" i 0' 10" 16' 8" 15' 2" 12' 8" 16' 8" 15' 2" 12' 8" 358CC20 1 13' 6" 12' 6" 11' 2' 9' 9" 9' 0" 8' i" 12' 9" 11' 7" 10' 2" 12' 9" 11' 7" 10' 2" 2 118' 7" 17' 1" 15' 3" 13' 3" 12' S' i 0' 11" 17' 2" 15' 7" 12'11" 17' 2" 15' 7' 12"11" C20 t 13'10" 12' 9" 11' 6" 10' Cr 9' 3" 8' 4" 13.10" 12' 6" 10'i 1" 13'10" 12' 6" 10'1 i" f 2 19' 0" 17' 6" 15' 8" 13' 7 12' 7' 11 ' 3" 18' 6" 16'10" 13'l 0" 18' 6' 1.5' 10" 13' 10" Z O 1— U W U) NOTES: 1. One (1) span indicates a single, Two (2) indicates two equal spans with a joist continuous over center support. 2. Lateral support of compression flange may be achieved with approved, attached covering or mechanical bracing. (See below and page 52 for typical mechanical bracing configurations.) 3. Spans based on a deflection limit of L/360. 4. * Values also applicable for continuous support of the compression flange provided by properly attached sheathing material. Fasten To Wolf Studs _ ....., .._......, ..._...__._ „. „y –50– A Z O U W U) U U) Secure To wall Z O U W U) U U 44�•; 1 PIE JOIST SPAN - REACTION FORMULAS End Reactions Single Span = T.L.(psf) x Soon Length(ft) x Joist Spocing(in) 24 Two Equal Spans = T.L.(psf) x Soon Length(ft) x Joist Soacing(in) 32 Interior Reactions Two Equal Spans = T.L.(psf) x Span Length(ft) x Joist Spocing(in) 9.6 Moment C Suoport _ T.L.(psf) x Span Length(ft)2x Joist Spacing(in) Two Equal Spans 96 L JOIST WEB STIFFENERS JOIST SPAN EXAMPLE - WEB CRIPPLING 800EJ16 @ 16" O.C.. Two Equal Spans 1" End Bearing, 6" Interior Bearing Loading: 10 psf DL + 40 psf LL = 50 psf TL Allowable Span = 21'-0" (21.00') (See Page 43) CHECK END SUPPORT End Reaction = (50 psf)(21.00ft)(16" O.C.) = 525 Ib 32 Allowable End Reaction = 573 Ib > 525 Ib :. Web Stiffener NOT Rea'd At End Supood (See Page 48, Condition t0 CHECK INT. SUPPORT Interior Reaction, P = (50 psf)(21.00ft)(167 O.C.) = 1750 Ib 9.60 Moment, M = (50 psf)(21.00ft)2(16,, O.C.) = 3675 ft—Ib 96 Allowable Int. Reaction, Pa = 1874 Ib (See Page 48, Condition (2)) Allowable Moment, Mo =3695 ft—Ib (See Page 14) i st. Check: P = 17501 Ib < P,= 1874 Ib o.k. 2nd. Check 1.2 ( Pa ) + Ma < 1.5 (1750)3675 1.2 1874 + 3695 = 1.12 + 0.99 = 2.11 > 1.5 Web Stiffeners Read At Interior Su000rts —51— 55 k I fk k k fk k JOIST WEB STIFFENERS COLD ROLLED LATERAL BRACING WALL STUD WEB STIFFENER —Track Blocking— Size & Go. To Notch Studs, Place As Req' d .:r And At Each End Of Wall Framed Wall It t Finish Surface � f 444JJJ o � f f f Flat Strop d Strop On Side With Sheathing Req'd Only In Axial Load—Beoring Applications FLAT STRAP LATERAL BRACING PUNCHOUT LOCATION ' -52- Screw BUGLE HEAD - SELF DRILLING No. 10 For drywoll attachment to metai studs and joists. Also used for No. 6 attaching ccbinets through gypsum board and insu!ction board. (d=0.209") Metal thickness — 2C. 18 16 and 14 gauge. (d=0.161") BUGLE HEAD Gauge For drywcll attachment to metal studs and joists. Also used for Shear Pullout attaching cabinets through gypsum board and insulation board. Shear Pullout Metal thickness — 25 ona 20 gouge. 74 50 WAFER HEAD - SELF DRILLING 65 39 For metal to metal framing connections when drywcll, plywood and 4 other similar wall materials are used on metal studs and joists. 173 81 Metal thickness — 20, 18, i 6 and 14 gouge. 149 60 WAFER HEAD 276 120 For metal to metal_froming connections when drywcll, plywood and 242 93 other similar wall materials are used on metal studs and joists. i Metal thickness — 25 and 20 gouge. 363 132 HEX HEAD - SELF DRILLING N/A N/A For attaching steel deck, backup plates, door frames, lathers channel 548 190 to metal framing and structural connections. N/A N/A Metal thickness — 20, 18, 16 and 14 gouge. Min. Edge PAN HEAD - SELF DRILLING For attaching steel deck, backup plates, door frames, lathers channel I to metal framing and structural connections. Metal thickness — 18, 16 and 14 gouge. Screw No. 12 No. 10 No. 8 No. 6 Size Section (d=0.209") (d=0.183") (d=0.161") (d=0.135") Gauge Shear Pullout Shear Pullout Shear Pullout Shear Pullout 25 74 50 69 44 65 39 60 32 20 185 92 173 81 163 71 149 60 18 276 120 258 105 242 93 222 78 16 387 151 363 132 341 116 N/A N/A 14 548 190 513 156 N/A N/A N/A N/A Min. Edge Dist. And11/16" 9/16" 1/2" 1/2" O.C. Spacing Notes: 1. All values based on connected parts having a minimum yield stress, Fy=33 ksi and a minimum ultimate stress, Fu=45 ksi. 2. When connecting materials of different gauge thickness, use loads shown for the lighter gouge. 3. Applied shear loads may be multiplied by 0.75 for wind or earthquake loads per AISI A4.4. 4. For screws in tension, the head oC the screw, or washer if provided, shall hove a minimum diameter of 5/16 inch. 9 —53— 1 1 1 1 1 TONY REGAN 955 SOUTH VIRGINIA STREET SUITE 221 RENO, NV 89502 - ,.. utte Count ! LAND .,r NATURAL WEALTH AND 3 =AUT BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538.7541 FAX: (916) 538-2140 DATE: 2/8/94 RE, PROPOSED RESIDENCE A. P: 040-100-053 B.P.# 93-3119 With reference to the above subject, attached is: [X ] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [X ] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Ve ly yours, cc: MICHAEL LEE 1683 CAROL AVE. John Henry. CHICO, CA 95928 Plan Check Engineer k Permit- Applicant: SNELGROVE _ Date: 2/8/94 Permit # 93-3119 The above referenced building plans were reviewed by this office. PREVIOUS PLAN CHECK LETTER OF 12/20/93, CALIFORNI ESS AND PROFESSIONS COD 6737.1 REQUIRES COMPLETE PLANS PREP �rH, § MPED AND SIGNED BY A REGISTERE GINEER. PROVIDE THREE COMPLETE LANS ACCORDINGLY. ACTION REQUIRED: [ X] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Michael Lee 1683 Carol Ave. Chico, CA 95928 Very truly yours, Jo Henry Plan Check Engineer LA'N D r NATURAL WEALTH AND 8 E A U T ! BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 Tony Regan FAX: (916) 538-2140 955 South Virginia Street_ Suite 221 Reno, NV 89502 DATE: 12/20/93 RE. Proposed Residence A. P: 040-100-053 B.P.# ca�_3iiq_ With reference to the above subject, attached is: [ X] Plan check list [ J Red marked.calculations [ ] Red marked plans Other: ACTION REQUIRED: [ X] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Michael Lee 1683 Carol Ave. Chico, CA 95928 Very truly yours, Jo Henry Plan Check Engineer Permit Applicant: Snelgr`ove , Permit # 93-3119 Date: 12/20/93 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: Regarding the change from conventional wood -frame construction to steel frame construction, California Business and Professions Code Sec. 6737.1 requires complete plans prepared, stamped and signed by a registered engineer. Provide one complete set of plans accordingly. Point System Summary: Climate Zone 11 1. Ceiling Insulation �� or % Fenestration SCshade open Eft. % Fenes. R -value 1381 U -value [0.028( 2. Wall Insulation �- or 2r South t x t % Duct Effic. R-val 191 Uwalue 10.0651 3. Raised Floor Insulation R or. Floor Insulation -55 Overhangs? ( Y / N R -value 191 U -value 10.0371 4. Slab Edge Insulation or R -value % Exp. Slab 1201 Int frlaas/CFA R -value (01 F2 factor (0.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y N) [Y] 6. Fenestration Heat Loss. Type 4 -value (0.651 Total % Fenes. 1161 7. Fenestration Heat Gala •72 -57 r % Fenestration SCshade open Eft. % Fenes. North i x • = J142 - 2East East 3 • x = 2r South t x t % Duct Effic. Effective SEER West . D x (1 story: 0.81; 2+ story: 0.871 1 Skylight x Floor Insulation -55 Overhangs? ( Y / N Insulation in Floor •38 8. Interior Thermal Mass or -27 R -value % Exp. Slab 1201 Int frlaas/CFA 9. Exterior Wall Mass 10. Heating System 11. Cooling System Shade Eif. Ratio 4 i 12- Water Heating System 1 - SLS Q. Heater,Type En y Factor (Sc50J• 1.531 System 2 ,* ' Heater Type,,(NaneJ. Energy Factor 1. Ceiling "Insulation,;, Number of stones R -Value One Twos, Th R-0 -74A- (-48 R-19 s5`�"d wt Iq R-30 1'�► 1 2. Wall Insulation,, Point Scores I� 3 1.6 Zonal Control Adjustment (01 Zonal, ottgd Adjustment 101 Ext. Ins. R -value Auxiliary Input Distribucon (121 [Nonel [STDI Ext Ins. R -value AuxrGary Input Distribution 4. Slab Edge Insulation Number of Stones 27AI R-0 0 0 -2 R-5 6 4 0 R-7 7 4 0 6. Fenestration Heat Loss SUVw Sing*. Family Family, wild - R -0 •72 -57 r Ext WaU -. X -7 -6 • 1t AFU or HSPF Duct Effic. (1 story: Effective AFUE (789 or 6.81 0.83; 2+ story: 0.881- SPF D, X SEER t % Duct Effic. Effective SEER 110.01 (1 story: 0.81; 2+ story: 0.871 1 12- Water Heating System 1 - SLS Q. Heater,Type En y Factor (Sc50J• 1.531 System 2 ,* ' Heater Type,,(NaneJ. Energy Factor 1. Ceiling "Insulation,;, Number of stones R -Value One Twos, Th R-0 -74A- (-48 R-19 s5`�"d wt Iq R-30 1'�► 1 2. Wall Insulation,, Point Scores I� 3 1.6 Zonal Control Adjustment (01 Zonal, ottgd Adjustment 101 Ext. Ins. R -value Auxiliary Input Distribucon (121 [Nonel [STDI Ext Ins. R -value AuxrGary Input Distribution 4. Slab Edge Insulation Number of Stones 27AI R-0 0 0 -2 R-5 6 4 0 R-7 7 4 0 6. Fenestration Heat Loss SUVw Sing*. Family Family, wild - R -0 •72 -57 -43 R-11 -7 -6 -4 R-13 -5 -4 -3 R-15 -4 -3 -2 R-19 0 0 " 0 R-21 1. 1 1 3. Raised Floor Insulation -55 -8 Insulation in Floor •38 -34 0 Numoer of stones -27 R -value One Two Three R-O'� -14 -9 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 2 1 1 Point Total: Su 7-9 O ° 15. Infiltration (Duct Air Leakage) 2 Ducts to Unconditioned Space 0 2 No Ducts in Unconditioned Space 3 Total 1.31 Percent or nestraoon more 1.21 to 130 1.11 to 1.20 1.01 to 1.10 .91 to 1.00 .81 to .90 .76 to .80 U 1zue .71 .66 to to .75 70 .61 to 65 .56 to .60 .51 to 55 .46 to .50 .41 to .45 .36 to 40 .35 or less 501/. •100 -76 -09 -62 -55 -8 -41 •38 -34 -31 -27 -24 -20 -17 •13 -10 40% -77 -58 -52 -47 -41 -36 -30 -27 -25 -22 -19 -16 -13 -11 -8 -5 35% -66 49 -44 •39 -34 -29 -25 -22 -20 17. -15 -12 -10 -7 •5 -3 301Y. -54 -40 -36 -31 •27 -23 -19 -17 -15 •13 -11 -8 -6 -4 -2 0 28Y. -50 -36 -32 -28 -25 -21 -17 •15 -13 •11 -9 -7 -5 -3 -1 1 26% -S -33 -29 -25 -22 •18 -14 . •13 -11 -9 •7 •5 .4 -2 0 2 24% -11 -29 -26 -22 -19 -16 -12 -11 •9 -7 -6 .-t - --2 •t. .1 3 221/6 -36 -25 -22 -19 -16 -13 -10 -8 -7 .5 -4 -2 •1 1 2 4 120% •31 •22 -19 •16 -13 -11 -8 -6 -5 d -2 •1 1 2 3 5 18% •27 -18 -16 -13 •11 -8 -6 -t .3 -2 -1 1 2 3 .4 6 16% -22 -14 -12 •-10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 14% -18 -11 •9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% •13 -7 -6 -t -2 -t 1 2 3 a 4 5 6 7 8 9 10Y. -0 -t .2 .1 1 2 3 4 5 5 6 7 8 8 9 10 8% -t 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 7. Fenestration Heat Gain (based on Shade Effectiveness Ratio) Elf North Exterior Esat Sotto Petterti West Family Skylight % .87 .67 .52 S1 .87 .67 .52 .51 .87 .67 S2 .51 .87 .67 .52 .51 .67 .66 Fer►- or to to or or to to or or to to or or to to or or or ostia- more .86 .66 less more .86 .66 less mora .86 .66 less more .86 .66 less more less Don 0 30 17 1 10 1 18 1 . IBy- •5 -4 .3 -2 -21 -20 -15 -12 -26 -23 •16 -12 •36 -32 -23 -16 •75 •50 161/6 -4 -4 .2 -1 -18 -16 -13 •10 -21 -19 -13 -9 -31 •27 -19 •14 -65 -44 14;. -4 -3 .2 -1. -14 -13 •11 •8 •16 •14 -10 -7 -26 •23 -16 -11 -55 -38 12% •3 -2 -1 -1 -11 -10 -8 -6 -12 •10 -7 -4 •21 -18 -13 -8 -46 -31 11% -2 -2 -1 0 -10 -9 •7 -0 -10 •8 -5 •3 -19 •16 -11 -7 -41 •28 101/. -2 -2 •1 0 -8 -8 -6 •5 •8 -7 .4 •2 •16 •14 -9 -6 -37 -25 9% '-2 -1 -1 0 -7 -7 •5 -4 -6 -5 -3 -1 -14 .-12 -8 -5 -32 -22 8% -1 -1 -1 0 -6 -5 -4 -4 .4 -4 -2 6 •11 •10 3 -4 -28 •19 7Y. -1 -1 0 0 -5 . -4 -4 •3 -3 •3 -1 0 -10 -0 •5 •3 -24 -17 6%' . -1 -1 0 0 -4 -4 -3 •2 -2 -2 -1 0 -8 -7 -4 -2 -20 -14 5% -1 0 0 0 -3 -3 -2 -2 -2 -1 0 0 6 5 3 :1 •16 -12 4% 0 0 0 0 -2 -2 -1 -1 -1 •1 0 1 -4 •2 0 -12 -10 3% 0 0 0 0 -1 -1 -1 0 0 0 0 1 -2 2 0 1 -9 •7 2% 0 0 0 1 0 0 0 0 0 1 1 0. 0 1 2 -a- •5 m 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 •3 -2 0% 1. 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 S. Interior Thermal Mass Houses With Ducts (R-42) Exterior -Method A (Slab -on -grade Construction Only) Petterti One Family Two Family Three Exomed Ston -14 to Stories 0 Stories 0 0.20 -3 3 -2 0.46 -1 10 4 -2 .9 •1 6 -1 20 10 0 1.00 0 12 0 30 17 1 10 1 18 1 . 40 1.60 3 17 2 1.80 1 50 14 4 24 3 14 2 60 4 5 2 3 1 2 70 7.6 8 6 5 4 3 2 80 8.3 8 9 5 5 3 90 1OM. 9 8.5 13 6 9 3 100 2 10 Split 6 •25 or 4 -14 to (AFUE or HSPF x duct efficiency) Method B AC AC Int -15 Slab Floor Gas Raised Floor Mass -24 Stones -4 +6 Stones /CFA One Two Three Orta Two Three 0.0 -11 -8 -6 1 1 0 0.1 -10 -7 •6 �- 0 0 0.3 -9 -6 -5 1 1 1 0s -8 -5 -4 2 2 2. 1.0 46 3 -1 4 4 5 1.5 -4 •1 1 6 6 6 2.0 -2 2 4 8 8 8 2.5 1 3 5 9 9 9 3.0 3 6 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Houses With Ducts (R-42) Exterior Single- Single- mufti Wall Family Family Family Mass Detached Atmcled -14 to 0.00 0 0- .0 0.20 3 3 2 0.46 7 5 4 0.60 .9 8 6 0.80 12- 10 7 1.00 14 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 2.00 24 19 14 10. Heating -System Houses With Ducts (R-42) 1000 SEER than to Sum of 7-9 Houses With Ducts (R42) 1499 Split Pckg -25 or -24 to -14 to Sum of 1.6 16 or AC Gas Split Pkg -25 •24 •14 -4 +6 16 AFUE HP HP or to to to to or - NSPF HSPF less -15 -5 +5 +15 more 1875 6.8 6.6 - 0 0 0 0 0 0 801/. 7.0 6.8 1 1 1 1 0 0 85% 7.4 7.2 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95Y. 8.3 8.0 11 9 7 5 4 2 1OM. 8.7 8.5 13 11 9 7 4 2 -20 Split Effective AFUE or HSPF •25 or •24 to -14 to (AFUE or HSPF x duct efficiency) +6 to Effective AC AC Sum of 1-0 -15 5 Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or 0 Kw Kw less -15 •5 • .5 +15 more One Story House •2 0 7.0 6.8 -7 33% 2.9 28 -62- *-53 -44 -34 -25 -16 40% 3.5 3.4 -40 -34 -28 -22 -16 -10 50% 4.4 4.2 -19 -16 -13 "A 0 -7 -5 60% 5.2 5.1 -4 -4 -3 -2 •2 -1 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 80% 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 _ 20 17 13 10 6 Two or Three Story House 3 0 Two or Three Story House 33% 29 2.8 a •58 d8 -37 -26 -15 401/6 3.5 3.4 -46 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 -16 -13 -9 -5 60% 5.2 5.1 •9 -8 -0 -5 -3 •2 69% 6.0 5.8' -•0 0 0 0 0 0 70Y. 6.1 5.9 . 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5- 3 2 90% 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 7 5 Zonal Control Adjustment 0 13.0 System Type 12 9 6 2 0 14.0 Resistance 6 4 3 2 1 0 Other 14.6 3 3 2 1 1 0 11. Cooling System Adjustment for No Tank Insulation Numoer of Warr Meson Water Hearer Tvoe One Two SGSO -2 -5 SG75 -3 -0 SE -5 -0 HP -2 .4 Zonal Control Adjustmmt All 6 5 4 2 1 0 0 Have Sha Adjustment Hage Size (It) Suotaw Houses With Ducts (R-42) 1000 SEER than to Sum of 7-9 1000 1499 Split Pckg -25 or -24 to -14 to .4to +6 to 16 or AC AC less -15 •5 45 .15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 11 9 6 2 0 3 6 5 Effective SEER -1 4 (SEER z duct efficiency) 7 10 8 Eft SEER 3 7 SE Sum of 7.9 0.87 -20 Split Pckg •25 or •24 to -14 to -4 to +6 to 16 or AC AC less -15 5 45 +15 more One Story House IE AN 5.0 4.9 -29 •23 -17 -11 -4 0 6.0 5.8 -16 -13 -9 -0 •2 0 7.0 6.8 -7 -0 -4 -3 -1 0 . 8.0 7.8 -1 0 0 0 0 0 .8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 12.0 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House HP 6.11.13,15 1.80 •1 5.0 4.9 •35 -27 -20 -13 -5 0 6.0 5.8 -21 -17 -12 3 -3 0 7.0 6.8 •11 A •7 -4 -2 0 8.0 7.8 -4 -3 -2 •1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 1260 11.6 13 10 7 5 2 0 13.0 12.6 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Adjustment for No Tank Insulation Numoer of Warr Meson Water Hearer Tvoe One Two SGSO -2 -5 SG75 -3 -0 SE -5 -0 HP -2 .4 Zonal Control Adjustmmt All 6 5 4 2 1 0 0 Have Sha Adjustment Hage Size (It) Suotaw was 1000 Water 1leanng than to Poen Scare 1000 1499 30 -17 •5 •25 -14 -4 •20 -11 •3 -15 -0 •3 -10 -0 •2 . -5 3 -1 0 0 0 5 3 1 10 6 2 15 9 3 20 11 3 25 14 4 House Sim Adjustment House Size (ft) Subtotal 1500 2000 Water lheoing to or Pont Scare 1999 more 30 0 3 -25 0 2 -20 0 2 -15 0 1 -10 0 1 .5 0 0 g 0 0 5 0 0 10 0 1 15 O t 20 0 '2 25 0 .2 12- Water Heating One Water Hater - No AuzMary Credits Dismi Aw SyMM2 . Rome systmss Water cunum Erww SiD HWR Pipe No Timet Demd Heater Tvoel Zones Factor - Pou bw 6t SG50 All am 0 3 1 -0 •5 0 0.63 ,J�j:> 8 6 0 5 an 8 11 9 o 4 6 SG75 AN 0.46 -2 1 -1 -12 -7 -2 038 3 6 5 -5 -1 4 058 7 10 8 -1 3 7 SE Ai 0.87 -20 -12 -17 -41 32 -19 0.03 -17 -0 -13 38 -28 -16 IG` AN am 2 5 3 IE AN 093 -21 42 HP ` 611.13.15 1.80 4 7 5.. •5 -1 4 Two Waur Heaters - No A=zMw? Credhs SG50 All 0.53 -7 .4 -6 : -17 -12 -7 0.W 1 5 3 - -0 -4 1 0.73 6 10 8 -2 2 7 ' SG75 Ai 0.48 -12 -0 -11 -22 -17 - -12 038 -1 3 0 -11 -6 •t . 0.68 6 0 7 -4 1 6 SE Ai 0.87 -22 -14 -19 46 -35 •22 0.93 -16 -7 -12 -39 -28 -15 IG AN 0.80 .4 -1 -3 IE AS 0.93 -21 -12 HP 6.11.13,15 1.80 •1 3 1 -10 a 0 Mandatory Measures Checklist: Residential MF -1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this cheddist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this cheddist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. • §150(c): Minimum R-13 wall insulation in Named walls (does not apply to exterior mass walls). • §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete rased floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 20 perm/inch. §118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116.17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified LI -value, and infiltration certification. C Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §1 SQ(Q: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside au intake with damper and control I c. Flue damper and control 2 No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment water heaters, showerheads and faucets certified by the Commission. §150(1): Setback thermostat on all applicable heating systems. §150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined intenouexterlor insulation (R-16 or greater). 2 First 5 feet of pipes closest to water healer tank, non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55OF insulated. S. Pining insulated between heating source and indirect hot water tank. • §150(m): Ducts and Fans 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: ducts insulated to a minimum installed value of 8-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems nave backdraft or automatic dampers 3. Gravity venuiatno systems serving conditioned space have either automatic or readily accessible. manually operated dampers.. §114: Pool and Spa Heating Systems and Equipment 1. System is oerdfieo with 78% thermal efficiency, on-off switch, weatherproof operating instructions. no electric resistance heating and no pilot light 2 System is installed with: a. At least 36' cine oetween filter and heater for future solar heating. b. Cover for outdoor cools or outdoor spa. 3. Pool system has wrectionai inlets anc a circulation oumo time switch. §115: Gas-fired central turnace. pool heater, spa neater or household cooking appliance have no continuously burins piiot l oht. (Exception: Non -electrical cooking appliance with pilot < 150 Stu/hr.) Lighting Measures §150(k): 40 lumenswar, or greater for general lighting in kitchens and rooms with water closets: and recessed ceiling fixtures iC iinsuiauon coven approved. COMPUANCE STATEMENT Tits certificate of compliance lists the building features and performance spedfigtions needed to compty"with Title 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single btcldng plan to be built in multiple wientaWns, any shading feature that is varied is indicated in ft Special Feattres(Remarks section. Designer or Owner (per Busine" A Profaaalena Cody Name: I (we, Lee — 13,114 1 ll._� . Tids/Firm: Address: h> / Telephone: tie. -: (signatufe) V (data) Enforcement Agency Name: Title: Agency: Telephone: (signatureistamp) (date) Documentation Author. Name: Tide/Firm: Address: Telephone: (signature) . (date) Certificate of Compliance: Residential Climate Zone 11 L71 Use BUILDING DATA Wall .............. Area % Conditioned Floor Area Zi� ' --iIS61.? Number o tones North Eas floor............ , / r �o Slab/Raised Floor Single Family Detached (SFD) Number f .Urrits [ ] 'tion Aloe S h� -Eenestration Z, L► r Orientation 'sting ' est �_ •� (j Single Family Attached (SFA) [ ] B ing IgM O [ ] multi-Family(MF) [ Existin - I-Additi To Total B LMLPING SHELL INSULATION ComponentInsulation dale, e:1 Tvoe R -Value =Tram. FEa vara ctyrica Roof ..........». ,i, - Roof .......... — Wall .............. ..�: Floor........... floor............ , Slab Edge..... FENESTRATION -Eenestration Area r Orientation (if) Shading ]Devices Exterior Overhang Framing Type North ( ) North ( ) East ( ) East ( ) South ( ) Sou Lh ( ) West ( )i West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exvosed. cite. etc.) (sf) (inches) LocationMescrind ba .t HVAC SYSTEMS titinimum Duct Type (furnace. air Efficiency Location conditioner. heat pu►np) (AFUE,SEERMSPF) (attic• etc ) , '71Z IIOT WATER SYSTEMS_ . Tank. . Svstem Type (storage gas. etc.) Capacity Number S% SO SPECIAL FEATURES/REMARKS L 4� o -.� Duct Heat Pump R -Value Thermostat Tyne (sRlit (splitor k 1, •'Z SISTi3A4K- 1 Z • R Value Energy Factor Ext- Tank _Ins, Di crri h,.t-ii „n '0' & 3 Q,, z _ STD