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065-050-045
5 05=0 045," -- 92 _4260 -BPEM �OHN.OUTKA, David & Sharon,,, , = ^; 'V Lakefr.ont .Dr,Magalia. new •sf. - 9 0571' BPE WEHOUTKA,• Dave 6478 Lake Front, Magalia ' ° (new detached garage/R' e Const) t a .i .4 t 1� Sr P f r _,. .. . � �" . - -.. ._. -. _. �. _ � _..—� � ��4e�r _ .. _„ Vie.—. , r. - _ — • � ry ''..065-0 ., F ..., ;t�,�. •, «:x, �;_L,T 4.r;��.. _ � S.G ��-�', t 5=0 045,, '' r' . 92-4260•.BP WOHN6UTKA; David &Shar on t� �� Ov'O•; yFO� �R�, 7 :Lakefr.ont'.Dr,Maa sf gal. new 065-05-0-045 ' 98-0571 -BPE - WEHOUTKA,• Dave ' 6478 Lake Front, Magalia (new detached ragee `Const), o gp 0-3 IS-- SCGJ17��l 5, } r ' f r r r r 'y. O 0 1 O NO COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS :i 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE WOuAotoTV A q2- 92;0 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. lel _ Gfvc, L.//., ( ,, ' k I r F. V S 13£A n -\S Flak,\Par, 1; *,1ridl6 V-- L,r_i.1c- ST -A HAnIb2g I i 0/y o i tt E2 S ra E_ 14-s Era- A- 2-.' t Date ?_—Z 11.0 Inspector A ZI.a---e,•-,•_ t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE \ 1\1 n WJ014 7—V 92-424n OWNERPERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. j - l r 11-6 L[ 1 NT�11 le 2 SO CRR -5z- al 1-t) , C��'i •Wr Date_ 1 `- 11�- j +Inspector ,ZJ:.IA..c,•,,, 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 Orion Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE L4)1-(x1(;)L1 *4 t 2,--//z6y O1NI11EIIIII PERMIT NO. Arnatineinspec6mir3icates that the following violations of Butte County Ordinances exist at tlbe ahR adliess and should be corrected. Please notify this office when correction of work -s caa4pbe@i.fT=1--- eanyquestions pertaining to this matter, or need additional explanation, ear: t& aifioe immediately. Dame �Insp IiE1/ fid RESIDENTIAL 065-05-0-045 92-4260 BPEM 'WOHN UTKA, David & Sharon * Lakefront Dr,.Magalia new sf OFFICE COPY Address 6 7" GAS Meter By Date ELECTRIC Meter By /JZU--,ADate ILLS-, i DETACH FOR SERVING UTILITY' Address GAS Meter By C–� .Date – Wl ELECTRIC Meter By �' Date JOB FINALED (Date) 2-3– Signature _ -Signature e , IF 'J'= OK Oi= Not OK = Not Applicable Not Ready RESIDENTIAL = Date UNDERFLOOR (Plans) OK except #'s Zoning -Setbacks -Easements- food -Slope Le"Ftq, Main; Soils-Elec. G d.-/ /' Ftg. Depth Garage; Soils-Steel-Elec. Grnd.-A" Ftg. Depth 1.te'�XFtg_ Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel- Bloc kouts-Wrapped Hold Downs and Special Anchors L8t6; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel ; Fall -Fitting -Test -2 Way C/O -Sewer Test '10. OF as Pipe; Size -Anchors - yard gas piping: size -test 1 ater Pipe; Test -Anchor -Regulator -Service Test 12. OF ic; Underground 1 ie s & Ducts; Clearance -Material -Support -Ins. U. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Acc Ventilation =jU 11& -Insulation 17 4 Date ,, UCf,'� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s az`water Htr.: Vent -Access -Combustion Air -Baffle Water Pipe: Test & Anchor -Nail Protection V D.W.V.; Test-Fittin s & Anchor -Nail Protection------------- - 12 Shower Pan: T . First Floor -Tub Access GC7 ?R Test Tub & Shower. Second Floor -Tub Access ------ ------------------ Gas Pipe: Size & Anchors ---------- --�_� — G1as_— I-I—^�G=------------ DateCard B_1 - - Date - - Card B-1 �- ------ -------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s _-- 22. Fixture & Transformer Clearance -Ins. Protection - -- Elec ecept es Spacing Lights & Switches at Doors ---------------- ---------------------------- -- -- Size Boxes & No. — of Conductors_Stapled 25"Aomex Installed Close to Edge of Studs & C.J. -- ?„VEquip GroVKd made 'up w!Mech. Fastners-Bond Cj ei er a7' 2 Appliance Circuts in Kitchen & Conductor Size!GFI ---------- ---------------------- ---'------------------------ ubfeed Wire Size i r ga. Cu or AI-A.C. Wire Size !8/ ga. or At �ange Circ / ga Cu or AI -Oven Circ. j 6/ ga.�or Al. Insulated Neutral R1 Yes ❑ No ------------- ----------------- ----------- -- --- -- - 3Q!5ervice-Riser Conductors & Ground -Main Disconnect -------------- Clearances Panels-Motors-Mech. Equip. ------------- --- ------------------------------------- - ------------------ 3 Clothes Closet Lighf-Shower Light -Spa Lifightght ---------- ------------------------------------------ 33�Smoke Detector ------------------------------------------- ----------------------------------- Date-/j --Card --1 ----------Date-------------Card 6-1------------- Date Card a-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. C. Ducts Insulation &Support ----------------- ------------------------------------------ ---uHc!!----------- Vent Fan_ aaust ve insulation ------------ e ----------- -- ---- ---- sate Drain Overflow: Size & Grade -- --- of urnance-Vent: Access -Comb Air -Return Air Vent -115 outlet -- ---------------------------------------------- - Attic Access & Platform if Furnance in Attic ------------------------------------------------------------------------------------ -------------------------------- ---- --- --- -------------------------- ------------ - Date I -�3 ,�5 Card B--1 GG -------------------------- - - Date ------------ Card -B-1--------- Date )A 0) Card B-1 Gig Date Card B-1 Date FRAMING (Plans) OK except #'s :W'Sils. Proper Material & Anchors Walls Studs -Nailing. Spacing & Bracing_Plates-Sound --------------------- --------------------- ---- - -- - Bearing Walls --- over Girders & Floor Nailing -------------- ----------- 42.DraftStopinWalls(rat -proof)---------------------------------------- - ---------------------- Fire Stops: Furred Ceilings -Stair ses Tub ----------- -- ---- --- c ------------ -------------=----- Headers & ea/n- 'i Bearing NO=b Single & Duplex) Date FRAMING (Continued) P,-- - Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 4�'CFireplace Ties or Type A Flue -Fireplace Throat clearance 4a/Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions -- —Garage Fire Protection Framing Property Lme Firewall & Openings _52 -Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 52e -Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection K. plywood on Roof Overhang -Attic Vents -Rafter Outriggers Veneer - -- tucco Mesh -Drip Screed;Ad. Vents-Underflr. Access 3 p azi-ng Are ectio kylights-Plastic R- �_ rear Walls; NaA<n-g-Bolts GG 58! to - al s-Ce.!AN 6 Infiltof tion- IIs -Windows Date j- Card B-1 Date Card B-1 Date Card B-1 GG Date Card B-1 Date FINAL (Plans) OK except #'s 6/. Ext. Steps -Door & Sidelight Protection -Landings 15e Smoke Detector j Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection fy5edroom-Exiting ------- ---- --- 6t5j157.I_ & Bath Fixtures & Tub Access -Spa 6 lec. Trim & bpanel: Breaker Sizes & Labels _ _ ___ _ Stairs & - - Fireplace or Stoye learances-Hearth 64_i,. -Elea Outlets at Wood Panel; Int. & Ext. - -- - 74'.'-P' .Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 7e Garage Fire Door: Swing -Landing -Closer ---- - - Duct in Garage -Damper -- 74!Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meeh. Protection rZ)' Elec. &Mech. Equip. Listed for Locatior) Elec. Receptacles in Garage:omex Protection ------------------------------- - -- 3.il-Insulation -Foam-Looked in Attic ❑ Yes 7.8.Guard Rails & Deck Construction -Post Caps ------------------------------------- 7 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth -- -- ------------ Clearance Looked under Floor 1:1 Yes ------------------------ --- 4VFollowing instld.: Drive Z Yes ❑ No; Walks ❑ Yes - No; Planters ❑ Yes �No -------------------------------------- 9< Stucco: Brown -Finish A.C.Unit: Disconnect. Electrical, Plumbing -------------�- ------------------ --.. — -- Vents Above Roof: Plb9_ A pp liance-Firep lace. -Clearance to Openings Water Well: Disconnect, Electrical, Plumbing 86! Exterior Elec. Trim: G.F.I. Receptacle -Underground - '----------------- ------ - ---- Ventilation Throughout House J� Glass Protection - - �_- ----------------- d. ------- ---------d. Corrections from Previous Inspections --'--- _ d9 Gas Test -Meters Tagged: Gas -Electric --------------------------------- ------------- 9ri%' Water & Sewer Connected -C/O to Grade -HD Approval 9jfEnergy Compliance Certificate -Other Certificates ---------------------------------------- ---- ---- -- Dat!-- Card B-1 Date _Card B-1 Date �� Card 8-1 Date Card B-1 ---- - 3 -- ---- rd B-1 C�----- Date Card B-1 Date Card B-1 Comments at Final: .1 OK O=Not OK = Not App = Not Readyable MOBILE HOMES F I Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card,43-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s, 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Y MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric '8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califofnia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 065 -050-045 ZONING - TM5 BUILDING PERMIT OWNER DAVID AND WOHNOUTKA 408 TELEPHONESO. 728-2491 FT. OCC. BUILDING VALUA ION ER'SJAILING SHARON P 0 BOX 51387 SAN JOSE CA.95151 2 R 170,748 671 M 12,078 CONTRACTOR'S NAME UNKNOWN TELEPHONE 677 0 4,739 CONTRACTOR'S MAILING ADDRESS 222 C 2,886 Fireplace "A'r 1 (2) 3,000 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is 193,451 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 926.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 463.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS Ener Plan Checking Fee Energy g $ 20.00 Penalty $ BUILDING ADDRESS 6748 LAKEFRONT DR. MAGALIA Permit fee $ • PLUMBING PERMIT Filing Fee 1 15.00 Each Trap LJ 5.001 75.00 Solar or heat pump water heater 20.00 LOT NO. -2- SUBDIVISION NAME MANTHET 71 PARCEL MAP 112- 4 Water piping 7.00 7.00 Each qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF © Duplex❑ Mob ilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New® Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: 4BR Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AOORLESS 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of p y perjury fur y (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification Fl I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A) 37.50 NEW CONST. ( DWELLING OCCUP.&\ OR ADDNS. ACC. BLDGS. I 3.60sq.ft. 134.15 NEW CONSTR. ULTI-OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@760 EX. Occup. OUT ETS ((RESI D.)FIXED APPLNREA.) I 3.0011 Temporary service 15.00 15.00 Mobile Home Facilities 15.00 Misc. IVirin g '15.00 Permit Fee $ 182.65 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating 2 1q.00 18.00 Coolin 9 .50 33.00 Hood i' 6.50 6.50 Ventilation 4.50 22.50 Permit Fee $ 95.00 Contractor I certify that I have read this application and state.that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 I' ities, judgments, costs and expenses which may in any way accrue a Inst s �id�00y in cons q ce of granting of this permit. Date �2 - � � % � Signature of Appl' ant - Owner Contractor ❑ Agent ❑ An OSHA I is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 occ R3 CONST TYPE I VN I TOTAL FEE $ 1866.40 HAz _ DFEES IMP - FLOOD X CDF - PARCEL X PD HD X ISSUE X This permit is hereb issued under the applicable rovi- i P Y � PP � P � sions of the Butte County ode and/or resolutions to do work Indic ab e r which fees have been paid. 1 R F PUBLIC WORKS BY)ate-F, /6 RMIT EXPI IIS Date/y Receipt No. 122892-541.50//129722-1324.90 WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orov:lie, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORPARCEL NUMBER U, S_U 50-0q5 ZONING BUILDING PERMIT OWNER J.J��J 11! v�J 71 '1"n TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3 roZ 17 0-7 B 7/ /Z07 ff CONTRACTOR'S NAME TELEPHONE -7 O 4-17 3 '73 CONTRACTOR'S MAILING ADDRESS Z Z G 2 886, Fireplace Z '30c) C:) CONSTRUCTION LENDER _ UNKNOWN - Total Valuation $ 17 L LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 15.00 Permit Fee $ 6. 5 Plan Checking Fee $ Ll(, 3' 25 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Zo• cr_'> Penalty $ BUILDING Aooaess Permit fee $ I -( Z 75 PLUMBING PERMIT Filing Fee 15.00 - Each Trap 15 5.00 -k5', 60 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 C> c> Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 S- O c> Building. sewer 15.0011 S- UO Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ IristaIIation❑ Other ❑ Describe work: Permit Fee $ 12 L1, Oo Contractor ELECTRICAL PERMIT Filing Fee 15.00 • Main service 600V OR LESS 200AORLESS 18.50 %16P._r0 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A) 37.50 NEW CONST. / DWELLING OCCUP.tk OR ADDNS. ACC. BLOGS. \ 3.50 sq.ft. 3L/, 12 1 I) I , NEW CONSTRULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. sd Ex. Occup(OUTLETS OR FIXTURES 20 @ 7FIXED 61. P 450 APPLN Ex. Occup. OUTLETS RESID )RE A.) I 3.00 Temporary service 15.00 CEJ Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ jgZ,lo5 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating ZI 9-v0 le - vJ S-4C� Cooling 13 Hood �o Ventilation Y �Y�D ZZ- 5l7 Permit Fee $ S� Contractor S I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butteto enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnity and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner[IContractor C Agent ❑ An OSHA ion of structuresover39storiesoineheight ions over S'0" deep and demolition or construct- Mobile Home Installation Fee S Energy Inspection Fee $ f116 a-- _Butte �J� % co r v E TOTAL FEE $ D HA2 oFE MP LOO PA FjG L Po Ho s This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No.-/ ZZg (Z Sy% �� p2�— `�o�� WHITE-O.P.W., YELLOW-ASSE330R, PINK -INSPECTOR, GOLOENROD•APPLICANr � COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PEQMIT NO � / 1 7 County Center Drive - Oroville., Califorriia 95965 - Tele one: 916.'538-7541 y .: APPLICATION AMPE9Ir1Hl"' ASSESSOR PARCEL. NUMBER _ O �'G//-7 �" ZONINGfV� BUILDING PERMIT /(/o_ 1 �J � &.VaW Wo� UT d fT ,yE`APH - �lq d5aFT. OCC. BUILDING VALUATION /70 O 'S/MAAIILING ADDRESS -5-13 .r/.1 oSE 611r1 % S/67/ Al IA079 CO TR4yCT �y}tMEr /V TELEPHONE Y 732 �/ 0 roml- M'/AIILIING ADDRESS CONTRACTOR'S Fireplace 1 oQcl 7,5q 5 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee 1 ,400 LENDER'S MAILING ADDRESS Permit Fee I I qa $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ aZQ ,Qv ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS D`L Permit fee p9, 5 $ PLUMBING PERMIT Filing Fee 1 15.00 Each Trap 5-001 7S.Q6- Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 7.00 -1-1? ! Z =— a Each qas water heater or vent 7.00 , Q USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 , Q Building sewer 15.00 S FK Duplex❑ Mobilehome❑ Other Mobile Home S I G I W @ 15.00 SPECIFY TYPE OF WORK evi) Addition❑ RemodeeIF-1� �Uttili�ties❑ InstallationEj Other ❑ Ne-4)r Describe work: �! /�[J�%�% _ Permit Fee Contractor $ Q ELECTRICAL PERMIT Filing Fee 15.00 622V OoR LESS 18.50 ' r CONTRACTORS LICENSE LAW d 77� I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Divi- % and Professions Code and my license is in fL `� License No. Classification _ ❑ I, as the owner, or my employees with wages a 71' /� /� ,[37.50 � "ti r S i - P TS) n S&) j-� R. �%/ JRES j�� EA.) @ 5.00 Al. 15 20 764 A j 3.00 sation, will do the work, and the structure is no I �' Y / i,� for sale. (Sec. 7044) �� r ❑ I, the owner, am exclusively contracting wi �1 , lam- /, ors.. ( (Sec. 7044) /(/ �:,r ❑ I am exempt under Sec. Business < for this reason '� ' �.. 1 ,.` -e WORKMEN'S COMPENSATION INSURAI I declare under penalty of perjury (check one): - r ' % 11T ❑ The permit is for $100.00 (valuation) or less. 15.00 , Q -b 15.00 15.00 $ FiIingFee 15.00 r0 0 ❑ I have placed on file with the County of ButtE a Certificate of Wurkmen's Compensation Insu of Consent to Self -Insure.' / l�•S� _33.00 OD ❑ I shall not employ any person in any manner so to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Ventilation-Sd penult Fee —01) 6.50 I $ provisions or this permit shall be deemed revoked. L Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot 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 Energy Inspection Fee $ q0' Q0 occ CONST TYPE TOTAL FEES - r 'Iabilities, judgments, costs, and expenses which may in any way accrue st said County in consequence of the granting of this permit. Flnz OFEES IMP FLOOD CDF PTHC P IiD ✓ �,in I SUE X Date a / f Signature of Applicant — Owner ❑ Contractor E] Agent ❑ n OSHA permit is required for excavations over 5'0" deep and demolition or construct- i on of structures over_3 stories in height. This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By _ _ PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 571. 5 O ' �2_7_E'7_2__ WNITE-D.P.W., YELLOW -ASSESSOR. PINK•IN3PCCTOR, GOLDENROD-APPLICANr \ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965.- jeleabone: 916.538-7541 APPLICATION ANL''RIER;Aff ASSESSOR065"' - NU ;R0 � D ZONING BUILDING PERMIT D ER P/V J e, fO/W v Wo ti vT TEtPHONE . yO a 41q SQ. FT. OCC. BUILDING VALUATION Z OWNER'S MAILING ADDRESS s 3 .r/,1osE � iso CO TRIIyCTrj11M E. /MA TELEPHONE CON'T/JR✓/ACTOR'S I�L I�NG ADDRESS Fireplace 000 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ryhA Permit fee $ PLUMBING PERMIT Filing Fee 15.00 �r Each Trap 5.00 7.5-06 Solar or heat pump water heater 20.00 LOT NO. P-7 SUBDIVISION NAME 1 -fr PARCEL MAP / Z— Water piping 7.00 7.00 Each pas water heater or vent 7.00 , Q USE OF STRUCTURE SIX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00_r'0 Building sewer 15.00 Mobile Home -Fs-FG W @ 15.00 TYPE OF WORK New Addition ❑ Remodel/❑ Utilities ❑ Installation[] Other ❑ Describe work: FIS z2ggl _ Permit Fee S p Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 200A OR LESS 18.50' r Main service. 200A TO 1000AI CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification F1I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason _37.50 NEW CONST./ DWELLING OCCUP.&) 3.54sq.ft. OR ACDNS. (ACC, BLDGS. / 3�.0 NEW CONSTR. MULTI -OUTLET NO N•R E SIO BRANCH CIRC ITS @ 5.00 POWER APPARATUS Q (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. Ex. Occup. OUTLETS IRESID IREA.� I 3.00 Temporary service 15.00 , 0-b Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 56, , WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Wurkmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 9,06 /?. 0 C2 5(r 111 Cooling %�i,� �� Hood6.50 Ventilation »J� ad Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. p X Date —7 1� Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA over 5'0" deep and demolition or construct- ion of structures tover 3gstories oin height. Mobile Home Installation Fee $ I Energy Inspection Fee $ Q,Q� OCC CONST TYPE TOTAL F E $ HAz 1 0FEES I IMP I FL I CDF PARCE PD HD I ISSUE This permit is hereby issued under sions of the Butte County Code work indicated above for which DIRECTOR DIRECTOR OF PUBLIC By _ PERMIT EXPIRES Date the applicable provi- and/or resolutions to do fees have been paid. WORKS Date Receipt No. 5 .. S�ZZ �� WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Z rtn I DOLE COUNTY OF BUTTE ,,PARTMENT OF PUBLIC WOA',- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 ,OA V/ APPLICATION DATA SHEET OWNER V� Proposed Building Use A.P o.D6!�,OS"'o-a Building Inspector Date At time of permit application, I was a1 visiadi4e)fouo ff /g,d tCa�ust be submitted prior to permit processing and/or issuance: 1 � �� � I �U /G/ � •� DATE RECEIVED BY All items have been submitted . ............ . Plot plans, 3/4 sets, signed by preparer of plans. !J.. /.t:l `v ................ . 3. Complete plans, 3/4 sets, signed by preparer of plans. .0 J. .............. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation. ' Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 2 L Mobilehom dap , nd M facture insnstructions 2 sets. ........... 10. Fees of $ `� 1,3 Z q � 1. Impact fees as shown on attached schedule . ..............................3 12. California Department of Forestry plan approval/fees. ....................... . 1 r Flood elevation letter (100 year flo d) b California Engineer . ................. . 14. Sanitation and plot plan approval ZA 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. ! .......... O 19. Driveway permit (construction approval required prior to occupancy). .r'. .. ....� st 20. Pre -inspection for required. . to Building Ins rectus P q 9 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 . ..................:41 1 %� Letter of signature authorization . ........................................ . 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/expi ermits. Y p Plan check list. �.... �NE. , ( ?�I1 ?i, , , , , • • • • • • „ 1 34. When you issue the %pt, process as follows: Mail to owner. Mail to contractor. Telephone l! and hold for pickup at office. Deliver with inspector. Other Parcel Creation462 / Acreage ' 70� W E: Applica"" Date Copy of Haz-Mat for sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent 0 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 ounter by _ Date Plans checked by Date Plans" approved by Date Sets of plans on hold in File cabinet AP folder lleTs -m4mepE Copy - Department of Public Works J7w7g j �r PAS r FE�s (,t/oH T�/I 5� -Z ro C, Z:� - ✓a, sH-E; � IFF's A/A `i- c,J A D :cA 00 3 N X rn 7e' v 3 o ..� . -' o 0 71 f i1 • • ' cam,% n� CA • . , • --4� L = m = -Zi m p t j VARIES 36" MIN.. N 6. dux- T 0 C: a)rj Ln iM p ' N j 3 x 4,. N � D 3 Z Mm � �C-3 r 0 p -f � I Liol rrt a z"' 3�O MIN. STAIR .- n D :cA 00 3 N X rn 7e' v 3 o ..� . -' o 0 71 f i1 • • ' cam,% n� CA • . , • --4� L = m = -Zi m p t j ' M AX. a� N 6. dux- T C: a)rj Ln iM p ' N j 3 O N i 34 � J ��HEWVRAII VEIGHT = -Zi I, I4— ' M AX. a� N 6. dux- T C: a)rj Ln A p N i 34 � J ��HEWVRAII VEIGHT = I, I4— r I- Ir T � A p N O N I Liol a z"' 3�O MIN. STAIR .- n A W I DTH 9 L :l c v X CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 Project Address........ Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. ;Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case GENERAL INFORMATION Conditioned Floor Area..... Building Type.. ..... ... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Infiltration Control....... Component Type Wall Door Roof Floor F1oorExt- Wall Floor Insul R' -value 3154 sf Single Family Detached Front Facing 0 deg (N) 1 2 Raised Floor (Package E) Standard BUILDING SHELL INSULATION 1� R-0 C`R=3.07 R-0 R-0 Glazing Interior Exterior Area Orientation Panes (sf) Window Right (NW) 20.0 Window Front (N) 50.0 Window Front (NE) 20.0 Window Front (N) 18.0 Window Right (NW) 40.0 Window Front (N) 40.0 Window Front (NE) •40.0 Window Back (S) 228.0 Window Back (S) 53.4 Window Back (S) 36.0 Door Back (S) 22.0 Window Right (W) 20.0 Skylight Horz Yes 15.0 Location/Comments FRONT, TO GARAGE, LEFT, BACK, RIGHT FRONT, BACK, TO GARAGE ATTIC, VAULT RAISED FLOOR ABOVE GARAGE SEPERATION WALL, NON -CLOSEABLE AREA SEPERATION FLOOR GLAZING # of Interior Exterior Framing Panes Shading Shading Overhang Type 2 drapes 50% BUG SCREEN None MetalMul 2 drapes 50% BUG'SCREEN None MetalMul 2 drapes 50% BUG SCREEN None MetalMul 2 drapes None' Yes MetalMul 2 drapes 50% BUG SCREEN Yes MetalMul 2 drapes 50% BUG SCREEN Yes MetalMul 2 drapes 50% BUG SCREEN Yes MetalMul 2 drapes 50% BUG SCREEN Yes Metal 2 drapes 50% BUG SCREEN None Metal 2 drapes None Yes Metal 2 drapes None Yes Wood 2 drapes 50% BUG SCREEN Yes Metal 2 None None None Metal M 'CERTIFICATE OF COMPLIANCE: RESIDENTIAL `Page 2 CF -1R Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case THERMAL MASS Area Thickness Hard Surfaced/ Type ' (sf ) (in) Exposed Location/Comments InteriorHorz 29 4.0 Yes FIREPLACE HEARTH InteriorHorz 163 1.0 Yes ENTRY InteriorHorz 33 1.0 Yes SHOWER/SPA TUB DECK InteriorVert 127 1.0 Yes SHOWER -BATH ENCLOSURES ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value Gas �0-87-67SE' Crawlspace R-2.1 AirCond X8.90 SEER Crawlspace R-2.1 Gas 10. 760�- SEA Attic R-2.1 AirCond 8,90 -SEER Attic R-2.1 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System, Efficiency° •.(Btuh•)• (or- approved- equal-)-, Heating Cooling Cooling Coil CEC Maximum output.for Gas Central Furnaces: 134368 Btuh WATER HEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # System Type Heat (gal) Blanket (or approved equal) Storage, Gas 1_ 47._5 Yes SPECIAL FEATURES/REMARKS Zones are seperated to area weigh HVAC and ductwork efficincies. No zonal control credit is taken. system is to be installed: All eligibility t -as -per --t abi a -5-,-Chap ter_6-ECM_7_/_8.8� Energy Credits Recovery CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 5 Bedroom.House - Bell Date........ 11/11/92 MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Name.... Company. Address. Phone... License. Signed DESIGNER DOCUMENTATION' -AUTHOR- to Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, CA. 95926 Phone... (916) 894-8466 Signed ate OWNER Name.. . Company. Address. Phone... Signed date ENFORCEMENT -AGENCY Name.... Title... Agency.. Phone... Signed ate RESIDENTIAL PLAN -CHECKING GUIDE 8/91 (S.F.., DUPLEX & MISC. ONLY) Bldg. Permit # � - -A Q OWNER �/ _ ' �`I`��U k.'7- �%' � A. P. # , ,S -©S " GENERAL Plan Che6ker /a , Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. -�oiaplete~ parcel size and dimensions. etbacks, sideyards, easements, etc. Other buildings or -structures. ,_.,Grading , fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- ustible, and foundations). / FAU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions: i �` a ` '� `- equired windows, for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207). • GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3'0" exterior exit door (sec. 3304 (f). . Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). , Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or'engineering. Three story building requiring engineered calculations and plans.. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details.complete enough to construct building. L9. Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE Stairway details: landings, rise and run, head clearance, handrails (-Sec. 3306) . Fouard'rail details (Sec. 1711 & 3306(j).rick or stone veneer (Chapter 30). xterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). of covering type - (fire hazard). oam insulation - protection. 6" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side cluding supporting walls and posts, etc. Vo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). • Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. energy design. rk.lashing at all exterior openings. FDF responsible area requirements. 0 e COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION — = 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION, AND PERMIT ASSESSOR PARCEL NUMBER Z..i° BUILDING PERMIT L) . ` T' f OWNER DAVE WPHNOITTKA TELEPHONE 873-6748— SO. FT. OCO. ':B0LDING'VALUATION77— -' 616 OWNERS MAIu6y449ESS LAKEFRONT MAGALIA CONTRACTOR'S NAME RIDGE CONSTRUCTION TELEPHONE 872 4716 CONTRACTOR yoIllh# ppRES$ 215 PARADISE CA ��''L�EEND jjERRj�J� [, CONSTRUCTION Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1-35.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 13UILDING ADDRESS 6748 LAKE FRONTgy Ener Plan Checking Fee g $ MAGALIA PERMIT FEE t - LOTNO. SUBDIVISION'S NAME PAR II P^ ? ,/ /� �( T PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF §P Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.012 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other d Describe Work: DETACHED GARAGE W/BATHROOM 28x22 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.0 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 71.00 ELECTRICAL PERMIT Fling Fee 20.00 600V0LESS Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class 3 Lic. No. S% % I.3,S OWN WILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. WEE OR ADONS. ( d ACC. BLDS. S° 2 7 C C 1 JJ 3.5¢,T.NEW CO5 NON -RES OT 13=0CUTT 97,50 APPARATUS d SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL @ .SO Ex. Occup. ourELLNS E- RES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 65.55 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating ,- DO Cooling p- , Hood .6.50 Ventilation PERMIT FEE $ b �0 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) (1 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f ith comply with those provisions. Xi -o__ Date _$ r Sign ure of Applicant - ❑ Owner DECOntractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or conp ruc on of structures over 3 stories 'n height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC Co T V TOTALFEF $ . 30 HAZ. D. FEES MP FLpo CO PARCEL PD _ HD 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. By 'DatepC� PERMIT EXPIRES ON��/ pg�e Receipt No.✓I. 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR I PINK -INSPECTOR GOLDENROD -APPLICANT TO: Building Department FROM: Environmental Health t✓�� SUBJECT: Sanitation Clearance .. E.H. VSFONLY Plot Plan Attached Floor Plan Attached Sent to B. A -A7�� Owner Location AP# Plan Approved for: Sewage Disposal /X Water //Sup ly: / Public Private Well Clearance for dwelling. OtherGt2c Hold final for: Final clearancep K. for: NOTE: .t>?St //a /Zt/>7 0-P <,&VaM a ))A(,� be 1314 p641 t114 Envi pecialist r�y...v*".,��i�""-..'1/"�.7'i'^•(....�Y-:'C,�a^��,:`Y?'�M�.A�'� �i�i'r~ 1.-nr f:�� .�'�h�+F':��,I��kn'�} ..' 1` f'R �,! r��` �I�lk-^...�, .. - . _: .z � , COUNTY OFBUTT �bEP,ARTMENT OFDEMLOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CE _ )DRIVE - OROVILLE G IFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPEI -ATION DATA SHEET OWNER: ag A ,i -��SESSOR PARCEL NUMBER: Jam - 4 Proposed Building Use: Building Inspector: o Date: 'o At time of permit applic n, I advised the following data must be submitted prior to permit processing and/or issuance: Date Received By El 1. All items have been submitted .------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans.; ---------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Energy Design Compliance and supporting documentation.-------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------- ------------------------ 118. Hazardous Material Form. -------------------------------------==== ----------------------------------=------------- 40ctured Home data and inst atio instructipns including Tie Down Specifications.------------------ eesof $ -------------------------------------------------------------- ❑�1act fees as shown on the attached schedule.------------------------------------------------------------- --- . California Department of Forestry plan approves .-------- ❑ 1'< ood elevation certificate. ---------------------------------------------------------------------------------------- Sitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). -- 020. Pre -inspection for 'P. E��fflw_�� required Request to Building Inspector on - 4 (Date) 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number.----------------------------------------------------------- lis ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A,•❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ x . --------------- 030. ______________❑30. Other: ------- When you issue the perm1it,/^process as follows ❑ Mail to owner, ❑Maij,to contractor. Telephone �a' `t / and hold for pickup at fce. ❑ Deliver with inspector. Applicant: a/`�G�*� Date: y'�t Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ . ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:, Da : By: 1. Index permit application for the above items numbered: / % ` { ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑phone, ❑mail, ❑Building Division counter, by D te: Plans reviewed by: Date: Plans approved by: ���� Date: (o Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Divisf6ny, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER m Ob -ZONING BUILDING PERMIT owN tit o Lp TELEPHONE Sr?.3 67419 SO. FT. OCC. BUILDING VALUATION inoOWNER'S MAILING ADX SS 67 0 Jmc�aQ CO CTOR'3 NAME TELEPH^^ONE dL^ �70 T MAILING ADDRESS L Ca CONSTRUCTION LENDER - Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20•00 Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS `.11 CyJ Energy Plan Checking Fee S $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 a 1,06 U3EOFSTRUCTURE SF,X Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 otj Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ;�K Describe Work: (J0-tnAkA W X Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 D Mobile Home I S I G W @20.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 93,66 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000; of Division 3 of the Business and Professions Code, and my license is in full force and effect. � License Class Lam_ Lic. No. S• / / / 3 S OWNER BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, on my employees with wages as their sole compensation, will do the work, and the st•ucture is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work Icy which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for',he performance of work for which this permit is issued. My workers' compensation) insurance carrier and policy number are: Carrier Policy Number (The above sections need rot be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) that in the performance of the work for which this permit is issued, I shall employ any person In; any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ith�ly with hose provisions. pp X Oar- Date _ �o 6 Sign ure of Applicant - ❑ Owrer ®-Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. Main Service TGWNG 46.00 NEW CONST. DWSO WE OCUCCUP. OR ADONS. ( a Acc. sms. 3.50F; S No RESID. T. MULTI.OUTLEf �G 7.50 POWER APPARATUS & SINGLE OUTLET CIR. zo Ex. OCCU OUTLET OR FIXTURES ' 0 Ex. Occu o"D gM-'.,ER. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ c TOTAL FEE $not NPEcertify HAZIMP TFLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Oefa ReceiptNo. WHITE •D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �c MAR -17-96 TUE11:33 Env Mealth—Chico 3300956512 P.01 --Post-iN Fax Note .... 7671 �'>r% . _ � • . .' oma. Pho+fo/ Ph" • 1 F° a.. � I 1 .1Ole�j N / i cl Environmental Health APR 1 6 1998 r . ChICD, CA WD d � m m �o (-J , April 21, 1998 To: Butte County Sanitation Department Re: 6748 Lakefront Dr. Magalia, CA 95954 Dear Sirs: We, Dave and Sharon Wohnoutka, have employed Ridge Construction to build a work shop/rec room on our property located at 6748 Lakefront Dr., Magalia, CA. Although there is a small bathroom included in the plans, the building will be used strictly as a garage/shop/rec room only. and will NOT be used as living quarters. If you have any questions, please feel free to contact us. .__Sincerely, �, Dave Wohnoutka Sharon Wohnoutka TABLE OF CONTENTS TOC Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 Project Address........ b748 LAKE FRONT ******* ,p / MAGALIA *v4.50* Documentation Author... Robert A. Mangrum ******* Build" P it # Paradise Mechanical S 5655 Almond Street Plan Check / ate Paradise, CA 95969 9-16-877-8882 Field Check/ Date. Climate Zone............ 11 Compliance Method...... MICROPAS4 v4.50 -for 1995 Standards -by Ene-rcomp, Inc. MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY TABLE OF CONTENTS Report Page FORM -CF -1R ................ 1 FORM MF -1R ................ 3 FORM C -2R ................. 5 HVAC SIZING ............... 8 4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page -1 CF -1R Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 P t Add******* ro�ec ress........ 6 7 48 LAKE FRONT MAGALIA *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by-Enercomp, Inc. MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -FORM CF -1R User# -MP -1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY GENERAL INFORMATION Conditioned Floor Area..... 616 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.. ....... 1 Floor Construction Type-.... Raised --Floor Glazing -Percentage ......... 11 % of floor area Average Glazing U -value.... 0.5 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 FRONT WALL, LEFT WALL BACK WALL, RIGHT WALL Door Metal R-n/a R-n/a R-0 0.330 LEFT DOOR Door Metal R-7.0 R-n/a R-7 0.100 FRONT DOOR Roof Wood R-11.8 R-27 R-38.8 0.025 ATTIC S1abEdge n/a R-0 R-n/a R-0 0.720 SLAB _..EDGE FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (N) 16.0 0.500 2 None None Yes Vinyl Window Left (E) 24.0 0.500 2 None None Yes Vinyl Window Back (S) 4.0 0.500 2 None None Yes Vinyl Window Back (S) 24.0 0.500 2 None None Yes Vinyl HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type HPPackage 8.00 HSPF Attic R-4.2 Setback HPPackage 10.00 SEER Attic R-4.2 Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Electric PointOfUse 1 0.89 EF 30 R-12 SPECIAL FEATURES/REMARKS COMPLIANCE STATEMENT 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 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 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.... JON HORNBACK Name..:. Company. BUILDER Company. Address. 7156 CLARK RD Address. PARADISE, CA 95969 Phone... 872-4716 Phone... License. # 7135 Signed.. ` Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Robert A. Mangrum Paradise Mechanical 5655 Almond Street Paradise,. CA 95969 916-877-8882 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 Pt Add ******* 6748 LAKE FRONT MAGALIA *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY 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. I, 150(b): Loose fill insulation manufacturers labeled R -Value. P'U *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(i): Slab edge insulation - water absorption rate no greater than 0.311, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. L- 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. 150ong): Vapor barriers mandatory in Climate Zones 14 and 16 „I Nh� 150(f): Special infiltration 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY 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. f/ *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- Enforc.e- 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 5 C -2R Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 Project Address........ 6748 LAKE FRONT ******* MAGALIA *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 916-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 23.85 18.03 5.82 Space Cooling.......... 21.36 17.54 3.82 Water Heating.......... 27.58 36.64 -9.06 Total 72.79 72.21 0.58 *** 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 Glazing U -value.... Average Ceiling Height..... 616 sf Single Family Detached New Front Facing 0 deg (N) 1 1 ReducedYear Raised Floor 1 5544 cf 0 sf 0 •s f 0 sf 11'% of floor area 0.5 Btu/hr-sf-F 9 ft COMPUTER METHOD SUMMARY Page 6 C=2R Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 616 5544 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 108 0.088 13 0 90 Yes W.13.2X4.16 FRONT WALL 2 Wall 151 0.088 13 90 90 Yes W.13.2X4.16 LEFT WALL 3 Wall 224 0.088 13 180 90 Yes W.13.2X4.16 BACK WALL 4 Wall 198 0.088 13 270 90 Yes W.13.2X4.16 RIGHT WALL 5 Door 23 0.330 0 90 90 Yes None LEFT DOOR 6 Door 128 0.100 7 0 90 Yes None FRONT DOOR 7 Roof 616 0.025 38.8 n/a 0 Yes R.38.2X4.24 ATTIC PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 8 SlabEdge 100 0.720 R-0 No SLAB EDGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 16.0 2 Vinyl Slider 0.500 0 90 0.88 0.78 None 2 Window 24.0 2 Vinyl Slider 0.500 90 90 0.88 0.78 None 3 Window 4.0 2 Vinyl Slider 0.500 180 90 0.88 0.78 None 4 Window 24.0 2 Vinyl Slider 0.500 180 90 0.88 0.78 None 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 1 Window 16.0 4.0 4.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 24.0 4.0 6.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window. 4.0 2.0 2.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 24.0 4.0 6.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -FORM C -2R User##-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY HVAC SYSTEMS Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Electric PointOfUse 1 0.89 30 SPECIAL FEATURES/REMARKS V External Insulation R -value R-12 Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE HPPackage 8.00 HSPF Attic R-4.2 0.830 HPPackage 10.00 SEER Attic R-4.2 0.810 Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Electric PointOfUse 1 0.89 30 SPECIAL FEATURES/REMARKS V External Insulation R -value R-12 HVAC SIZING Page 8 HVAC Project Title.......... SHOP AND BATHROOM Date........ 04/13/98 Project Address........ 6748 LAKE FRONT ******* MAGALIA *v4.50* Documentation Author... Robert A. Mangrum ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 9.16-877-8882 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-2HORNBAK Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-HORNBACK 24 COMPLY GENERAL INFORMATION Floor Area ................. 616 sf Volume .. ..... ............ 5544 cf Front Orientation.......... Front Facing 0 deg '(N) Sizing Location............ PARADISE Latitude... .... ........ 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 72 F Summer Outside Design...... 99'F Summer Inside Design....... 75'F Summer Range ............... 34"F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0:30 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 13052 7352 Latent Load ...................... n/a 2205 Minimum Total Load 13052 9557 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 7051 2478 Glazing Conduction ............... 1428 816 Glazing Solar .................... n/a 1412 Infiltration ..................... 3387 1152 Internal Gain .................... n/a 825 Ducts ............................ 1187 668 Sensible Load .................... 13052 7352 Latent Load ...................... n/a 2205 Minimum Total Load 13052 9557 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. i RESIDENTIAL SOL 065-05-0-045 98-0571 BPE WEHOUTKA, Dave PERMIT Nq 649 Lake .Front, Magalia _ (new detached garage/Ridge Const) t PERMIT EXI '*OWNER CONTR. *ASSESSOR PARCEL z LOCATION a 71, OGI ,t / CE Copy +j Addres �O y a C� Er GAS �. Meter By ELECTRIC /f Date - Meter 8y fV_yy_�� Date _ Temp. Power Pole I. Called PG&E Temp. Elec. Service Called PG&E { Temp. Gas Service Called PG&Ea ��8gs ;JOB FINALED (Date- � Signature ✓ = OK O = Not OK - = Not Applicable ` = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-FloodSlope RESIDENTIAL (Single & Duplex) Date 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth Hangers -Post Caps -Anchors -Connectors 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Cling. Joist-Rftr. Ties-Purlin-roff Brac.-TrussShting: Rfng. 4. Ftg. Porches & Decks; SoilsSteel-/ P Flg. Depth Fireplace Ties or Type A Flue -Fireplace Throat clearance 5. Stemwalls, Main;,Steel-Blockouts-Wrapped 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors . Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped 55. 8. Piers -Fireplace Ftlq.Steel 56. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 57. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Glazing Area -Glass Protection -Skylights -Plastic 11. Water Pipe; Test -Anchors -Regulator -Service Test 60. 12. Electric Underground Insulation -Walls -Ceilings 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies Date 15. Access & Ventilation Card B-1 Date Card B-1 16. Insulation 63. Ext Steps -Door & Sidelight Protection -Landings 64. Date 65. Card B-1 Date Card B-1 Date Bedroom Exiting Card B-1 Date Card B-1 Date Elec. Trim & Subpanel, Breaker Sizes & Labels PLUMBING (Permit) OK except Ws Stairs & Rails 17. Water Htr.; Vent -Access -Combustion Air Baffle Fireplace or Stove, Clearance -Hearth 18. Water Pipe; Test & Anchor -Nail Protection 72. 19. D.W.V.; Test Fittings & Anchor -Nail Protection Elec. Outlets & Recepticales at Kit. Counter 20. Shower Pan; Test, First Floor -Tub Access 75. 21. Test Tub & Shower, Second Floor -Tub Access Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 22. Gas Pipe; Sae & Anchors 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Date 80. Card B-1 Date Card B-1 Date Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes Card B-1 Date Card B-1 Date 83. ELECTRICAL (Permit) OK except #s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. -Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-TrussShting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroom-Rise-RuManding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instid./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK O = Not OK Not Applica' = Not Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a 1 hthg•Roofing. 1 : S _ .Doors -Land 1. Zoning Requirernettts -Setbacks - Easements clad Wa11.Panal" 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer, Location -Test -Fall -C/O -Concrete Card B-1 Date Card B-1 4. Water; Location- est -Easement Needed (Sketch) MOBILE HOME INSTALLATION (Plans) OK except #'s 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 1. Zoning Requirements- Setbacks Easements 6. Gas; Location-TesWrap; / /1 -'ft / /Nat or/ / L tL/ /LPG 2. Footings; SdeSpacng-Marriage Line 7. Well Clearance 8 Disconnect MISCELLANEOUS 3. Decks; Girders and/or 4. Wood Awn.; Posts -Beg 8. Utility Clearance 1 hthg•Roofing. 1 : S _ .Doors -Land clad Wa11.Panal" Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements- Setbacks Easements 2. Footings; SdeSpacng-Marriage Line 3. Gas; MH TestlDemand•Vahe•Connector 4. Electricity; MH Test•Crossovers 3reakers-Clearances 5. Drain; MH Test-Fa[Wlex Connecta 6. Water, MH Test -Regulator -Connecta 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. E>uts;Insp.Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card.B-1 Date Card B-1 MISCELLANEOUS 3. Decks; Girders and/or 4. Wood Awn.; Posts -Beg Sid' 'fifig4leneerStucco Me 1 hthg•Roofing. 1 : S _ .Doors -Land clad Wa11.Panal" 's-14-9rcT _(d FGA Date tard B-1 Date v Card B-1 Date Caro B-1 Date Card B-1 Date POOLS (Plans OK except Fa 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Stricture; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elect; Pod lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal WS -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes,Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesbWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card.B-1 Date Card B-1 r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of_C� d County'of?/��► G✓ r O if re me, DATE NAME, TITLE OF FFICER - E.G., -JANE personally appearr •d NAME(S) ME(S)O OF SIGNER 1 ❑ personally known to me - OR - proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)-is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by h+&/her/their �eeeeeaeae000eaaraeeaeeaeaeonaeeaoeaeeeoeeeeeeeeeeooeeeeee® signature(s) on the instrument the person(s), °�+• OFFICIAL SEAL a or the entity upon behalf of which the CATHERINE A. GIANCOLA o person(s) acted, executed the instrument. �m NOTARY PUOLIC — CALIFORNIA C is COUNTY OF SANTA CLARA Comm. Exp. June-4'-1993 ®e000eeeeeeeeeaeaeeeeeueeeeeeeeeeaeeeeeaeee®eeeunenlle® THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form. my hand and official seal. SIGNATURE OF NOTARY OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES No. 5193 OPTIONAL SECTION � CAPACITY CLAIMED BY SIGNER Though statute does not require the Now y to fill in the data below, doing so may pty;,e invaluable to persons relying on the document. �{ INDIVIDUAL r�rt �❑ CORPORATE OFFICER(S) TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE -Retu;i;:,, to DPW AGRICULTURAL-STATFME= OF ACKNOWLEDGE^r2E T' 9 3- FOR Ribs' IDENTIAL DEVELOPMENT Settion 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacentr93-0013541 11.00 to land or included within an area zoned Rec Fee 1 Cash 11.00 for agricultural purposes, and residents of this property may be subject to incon- Recorded I veniences or discomfort arising from the c Official Records I use of agricultural chemicals, including, County I o but not limited to herbicides, pesticides, Butte I and fertilizers.; and from the pursuit Candace J. Grubbs I of agricultural operations including, Recorder 1 PUBL XX 3 but not limited to cultivation, plowing, 2:15pm 12 -Jan -93 I spraying, pruning, and harvesting which - -- - - T 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 that real follows: property situate in. the County of Butte, State of California, described as A TrITC- IAE D , Date: /-::--9— 9.3 PROPERTY OWNERS: �. w; l SS: County of ) On this -the day of-, 19 before me', the undersigned Notary.Public, personally appeared �a Personally known to me. Proved to me on the basis of satisfactory evidence._ to be the person(s) whose name(s). subscribed to the within instrument and acknowledged that . executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No: Notary Public 93-0 1354 P-31615 -KD S C H E D U L E C 92-48823 � The land referred to herein is described as follows: All that certain real property situate in the County of Butte, Unincorporated, State of California, described as follows: PARCEL I: Lot 7, as shown on that certain Map. entitled, "MANTHEI SUBDIVISION", which Map was recorded in the office of the Recorder of the County of Butte, State of California,: on March 27, 1989, 'in Book 112'of Maps at Pages 93 and 94. Additional Map Sheet recorded March 27, 1989, under Butte County Recorder's Serial No. 89-10495. PARCEL II: A 60 foot non-exclusive road and public utility easement over Lakevista Drive and Lakefront Drive, as shown*on that certain Map entitled, "MANTHEI SUBDIVISION", which Map was recorded in the office of the Recorder of the County of Butte, State of California, on March 27, 1989, in Book 112 of Maps, at Pages 93 and 94. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I, described herein. PARCEL III: Those certain 15 foot drainage easements over Lots 3 and 8, as said easements are shown on that certain Map entitled, "MANTHEI SUBDIVISION", which Map was recorded in:the office of the Recorder of. the County. of Buttaone,_,e.•_.California,-- : March 27, . 1989, .in Book' 1*12 of Maps, at Pages 93 and 94. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I, described herein. PARCEL IV: A non-exclusivb easement for road'and public utility purposes over a strip of land 30.00 feet in width, lying Northerly of and coincident to the following described line: BEGINNING at the Northwest corner of the Southwest quarter of Section 7, Township 23 North, Range 4 East, M.D.B. & M.; thence South 00 55' 36" East along the'West.line of said Northwest quarter of the Southwest quarter of said Section. 7 for 974.78 feet to., the Southwest.corner of that certain Parcel of land described in Deed to Barbara Jean Eliason recorded under Recorder's Serial No. 86-18795 in the official records of Butte County, California, also (Continued) qA x,a ,,. 4 8.8 2 tder.No. P-31615 Page 6 Legal Description (continued) being the true point of beginning for the line herein described; thence from said true point of beginning, North 870 51' 44" East, parallel to the North line,of said Southwest quarter of said Section 7, for 778.39 feet to the centerline of -North Lake Road -and the end of said described line. The sidelines of the above described s shorten to intersect property lines. strip of land are to be lengthened or i i END OF DOCUMENT i END OF DOCUMENT ri 6:4 F•-- 1 s — 54 = r•1 u ha i 1 _ 1 F• - ) )' tom. _ C. n i _ = F 0 1 ' •` • x i. { ' 1.1 )• ..�: �. { r,.•!M' i,. e "�r '1. )V+L� j^1'r^ l:�[� .�.i:'�.": i': .. .1 'x:I�'� t.. "'!i-T°,:a��,, •i, ' � :.+ ! • 1''! ... ! l'... 1.:Tt tl 5}'1 „, �:! �i{iT„1.; r.,l ('I: I '.L i,:2 {"S l'; l„'• � ) oI,„n. i I �. +. < �,:! !cp •!, }Y 1{i'L"{:1 �'J �.L7?:c��' _':'I ..t�: i. P9v.. "IW ` t c. (.1 f /' \ Y1ia',•,+ 10 f .. .:” t..{ i. 1 til.2�, l'+.':! {.a4'I:"P•1 P'l'c-`'��;tY..,!i:.;. • aa♦;i'.. {" 2,T5/ ...5�: ' ,, 1 ••i1 1. ,lY ,. +1. 1'. >.: f :li iP.) L'.','1 t. ^..'YF L r{<•l.Lt{ti1l[, �1r1'l 1 !I(I ?'c'.. ,TFd'i:`Ii `:LJ(:.' :. ff`�l:L'7 Gil 11 -lo F 1 .J •Y!). r ', {•tI .. 1 111 P.. } > t, + ! t ; t. .t ,. _ ..; . l:•: C' � (.'. 1 t 54 ,C 5ii 1... I't �i�C:::. 4,l {' m� �. I'_Q .� y C. 'L 'k: �, ,;' �7 . � I'1 f..i ' • {• ti.,, i Ir,• :..�'` !l:a,, �..;Ja_..,-1l:;a:;•vt>, is{,.G', I;i,r, P., ., . {:'..t} + • + . 1, 1 ..r.• 1 1• ,•r:` `l11.3 ( . i f ,La'`..i [ ! �') f' !.) �', r , , . 'L.. :17' ;1 4 i I irrt �!') r`Ft.i �, ,.. 5•.' �.. ..T fIt. J. } { wt i • I i { l s• I t 11A 4M �t�['y�y�;�'a"ry►.r•�`-`,'...'.',�-T3'R�+f'r'Y"•^r"",�y,;rr�p3!"""r"ityZ�vi'rm�o?�+�^i».'>X41`�vci�'�cQey�+�;n�'�Ya:O,;tri•�;riA++s�""�'"�."v�f�,��"'"r';R�ik`*��a3`+Ss�Ckxn'.� x F.� 1 f ' I BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District �� %� Lam' Building Department No. A.P. Number 6.5 6 Jurisdiction City 0�— County Property Owner g0AYI-0 Property Location/Address _ Subdivison Residential Development Commerci . u strial Buildingpartrfterit Represen a e Date (Floor Plans reviewed by School District Personnel) s Lot No. 0 0 Sq. Footage 3 I CMZ No. of Living MHI Addition (Group R) t Units Sq. Footage New Addition J � (Including Exterior Roofed Areas) �z C Z District Identification No. School District certifies that (Applicant) (Street Address) " , (Phone Number) (City) / (State),•' has complied with the requirements of Resolution No. representing square feet. School District f U Paid by Check Number Rem'arks: Bank Number ;1/— 3'> Paid by Cash to (Zip Code) 7 by payment of $ JIA lam, Date 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 Duality 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) - feeformmkt (4/92) Sy�7: O 5��lOC Gw IB(5- o c/ g% X �� S'T �� 'e � ; S' Shi��7-' �' ��o�G Cd �� S7�t�/f°�o � �/G il/�,C�• co r6AA-) AV SCA167DW&E Gc%E7ZE !S Bern �2 d - 3 z o.m (-rre D Gv S�Yows Gv e /J BEZZ s x 3 6 (,4�(/ SflOofS �3 Cil C, C` ! hlow TJ.- F/4 NOrr //1/ Sc/ e gulNo � H ENS �z/29�92 -°u C6 i' • [�' �+ sad .:'-• - � certificate 14435 TH''UNDERs!GI ED' PAANUFACTURER HEREBY CERTIFIES the' the structural :wood produc#s identified below, W)d mar Red with a collective mark pf Ar�nerioar; Wood Systems were may-' dfatctured in accordance with the specifications indicated below. XP ANS11 Standard A?:�0.1-19$3, for Structural Glued L,aminated'Timbar M NER 267 Job Name Joky Location Ctrstor;:er''s'vrdoe ; �o. company i WESTER! BUYERS INC. .lL3-22a22 ELK GROVE, CALIFORNIA Data 10-23.92 Mi3r's:Jrdor No; 09-00?95 x _ Tina nl;ALIT', COi'!'i POL SPERVISOR G (USP. O. 80,E r1O Address Date _ - -L � - ! SO! SE iu^Ai-i0 83726 --_._ ITIS,HEREBY CERTIFIIED that the structural glued larr,inated timber production of the a^ .�.OYc`'-; raint3d . , tLYifCt.i;r"@r which carries a collective rr.ark of ,:riser ican t�Jccd Systems (AWS} is subject to regular �u��t, by Arn.gtican NJrod Systems; such audit consisting of the inspection with reasonable frequency of the anuiacturing process, with adequate sampling to verify tile quality of +glularn construction and ti e"adequacy of glue. bond. wag 114��s _ . �• � �y�Q3f!,�.• •��,�' Sys • fi,Q res" • � .--,SEAL by--. Michael R. -O'Halloran _ y Executive Vice President Cascade."$±"54.��,'`����rcn��S^'..,Y ' a Pro' t s' Xes<tYek;O1SE IDA'i0Y 837C7-0tii;2 RDER DATE Gc • K. CUSTOMER 0 r P O BOX 62 f X10 ?3 92 r 2 09 00796 OUSTOMsR OROER NO Y ORDERWR DATA r� CD AaF• 15 DAYS 6' SHIP A WEEK Or � r FRElIGHT"'kEPAIO ` :' 1 s 11/42/92 CONE$ TO , x ,'• - 1 � k - - Q r Y�! ..,.a it j tt j-tx t 55 .. Ir..rva> a �ESTlAtATCOt. ;ti;. f:: r 6:: a.�......:.:. :>n As t� 5 .`f .: ' �tt.tt h V::s: .::..:::........ EsT r.. PCS RARK SIZE LENGTH ' STOCK ARCHITECTURAL BEAM 6 d311360 3-:./8 X 13-1/2 X 60' 2 851060 5-1/8 X 10-1/2 X 60' 14 x:51260 5-1/8 X 12 X EO' 6 D5b360 -5-I/8 X 13"1/2 X 60'. 6 E51560 5-1/8 X 15 X 60` ro1260 6-3/4 X 12 X 60' 2 061360 0-3/4 X 13.1/2 X 60' 2 E61560 6-3/4 X 15 X 60° 2. F61660 6-3/4 X 16-1/2 X 60' 2 G2."860 6-3/4 X 18 X 60, MILL_ DE -LV 80F�(T` TOTAL PRI Ch P•P,ICE / PC BbFT �E}rST-, %6x.4 360 2,160 3910 420 840. 1520 480 6,720 12163 540 3,240 .5864 600 3,600 6516 640. 1,280 2317 :o 720 1,440 2606 800 1,600 2896 830 . 1,760 3186 960 1,920 3475 i MILL TOTAL BOARD ESTIMATED AMQUNT FREIGHT `MISC CHG AMOUNT PIECES r FOOTAGE wWE,IGHT' µ 453 ' =24, 560; 44 , •e;' a.. `� - T E Y _.REVISE f R I E _? f `I r c T c� .,..,-...-_.::,<e...k..-'..,.. .._ ._, �.,__.....:..�:..._.nkn.....acrR�YIJG�.:,:x�..�,:-.,.�,,.-c .�v<�s.:_ J 70 CERT, IFICATE.OF CONFORMANCE' Jot, Na"ne —WESTER[I 1BUYEK ) J --b UC-aflor. ELK. G11"OVE, CALIFU`t'\'JqIA I -IB -22422. 10-23-92 09-00796 C"orner'3 C.1dor No. MIgr's Order No. , The followwere used;n the following gives the additional specifications that t manufacture of the mambers on this job: DATED --7 Nc. 1. Lumber Species ' DOUGLAS FIR./LARCHRC.H # Grading rules WCL 18 16 Paragraph154 thru 154C Grades 24T 22T 20'1' L1 L20 L2 L3. Slope of grain 1:1.6 1:14 1:12 1:08 2. Moisture Range Content Va r i at i c n P-- r me m b eo r L 5% 1 3, and Joint HORIZONTAL FINGER JOINT 2559-82 besive Conf ms to —.1 specifications. I 4. -Ae, 16 10 ASTM spec-kations. PENACOLITE� R-300 Type Batch No. 100 psi m,inimur-.i 12 hours minimumS. Gluing Pressure Pressure Pehod Glue spread 62-63 lbs. S.. FabricationConforms to specification of ANSI Standard.A190.1-1983 B'O I SEE' -'CA SCADECORPORATION Com paly fi &J Co Surerwsor 'x f -5 Owe r a�nl z4r, e -- Q M — 70 CERT, IFICATE.OF CONFORMANCE' Jot, Na"ne —WESTER[I 1BUYEK ) J --b UC-aflor. ELK. G11"OVE, CALIFU`t'\'JqIA I -IB -22422. 10-23-92 09-00796 C"orner'3 C.1dor No. MIgr's Order No. , The followwere used;n the following gives the additional specifications that t manufacture of the mambers on this job: DATED --7 Nc. 1. Lumber Species ' DOUGLAS FIR./LARCHRC.H # Grading rules WCL 18 16 Paragraph154 thru 154C Grades 24T 22T 20'1' L1 L20 L2 L3. Slope of grain 1:1.6 1:14 1:12 1:08 2. Moisture Range Content Va r i at i c n P-- r me m b eo r L 5% 1 3, and Joint HORIZONTAL FINGER JOINT 2559-82 besive Conf ms to —.1 specifications. I 4. -Ae, 16 10 ASTM spec-kations. PENACOLITE� R-300 Type Batch No. 100 psi m,inimur-.i 12 hours minimumS. Gluing Pressure Pressure Pehod Glue spread 62-63 lbs. S.. FabricationConforms to specification of ANSI Standard.A190.1-1983 B'O I SEE' -'CA SCADECORPORATION Com paly fi &J Co Surerwsor 'x f -5 Owe -- { iL, C- D—Ui D: ;1G'JI __i7 _111^ ,.�e (�"/��'iw _ :�Rtu+v r,''AK`F; �L�`'Sw''�. octu"�Yai�(tjj 7vcs � ,nlb er and Wo:Dd Products Gro CUSTOIvfER ORDER C}A1'E Rr�_ `N. ,= N i�.t'�h� i.0. PAX 62 BOISE, IDAHO 83707-=32 397 10/23/92 1 09-a079r�-C2 CUSTOMER ORDER NO, ORDER DATE REICHT PR J COPIES•TO; t SHIP WEE, 11 '02/92 ROUTE: CALIFORNIA LOAD: LEGAL COMMON CARRIER TRUCK SPECIAL INSTRUCTIONS— A---- SPECIFICATIONS ---- *DOUGLAS FIR/LARCH *EXTERIOR GLUE "STRESS 2400-F V-4 "ARCHITECTURAL APPEARI MCE. - S3S "INDIVIDUAL WRAP *ENDS & SIDES SEALED *A. P. A: /E. W. S. CERTIFIED *ONE END SQUARE ONE END WILD *CAMBER 2000' RADIUS "NO SHOP DRAWING * * *ANSI A190.1-1983 REPLACES VOLUNTARY PRODUCT STANIDARD PS 56-73, * 1 !' � �% �`� '`�--� -'' •.+-...-c..i ti�-.`s.+�ay.+'�yZr � � .r.! -�n'f+`'F`.�'�•�y,��. r c. - i'Y, < t� ♦z -,i -2ryyx /:-'. -r' ,T�..1+Y^+.9'K .... r;+ �a yXs ." F `'�� 7. d - \aiF�+•t'"S`-„ �-� � 'U'- °' � X"r C ^v x _ � W�i� I.a' } - ?�t 1 Q.. � iy, �.. L f ��1J .s4V Fes'¢^ ✓� ~ �,'�`+... -: ) i' -%: i' LJF V S. '� e. � _ i � �^5'4,1..;^� ♦. : .. � ..... .... ... ......mac { _ _. _.,:.>r. .��x�h�+ n i s��3 TEPr�U�EP;p-2 n -� - '� /t ;` t y _ . , ra ^sl . -r -+i' + T7 � - < ' ..+..' P` < it y r } x ♦ �s ka ; :.�. r itv4,$• S'-� / J . $_..-i _ y. r:. r .Y �i ,-�� -9 3 3. �ti ••�� t �' —r .�`r.�- yt w', s �,, f s -q' _..... �. * F'i �. t ,&s '" • �ti. - +t r i ea'` }s i r4 y a..yy` •+ �. -.r3 .i. < tK \T F.-..w"r.. :. fe4 e'y -� w -.,^C s r C- ~.r -a s. ,?/ `"t. x 1 ✓•'.'k • -�+ 2 d _ -a.:..rE.awr!>7rA Sri ��..•�'.Yz is �l.f �� �'r i}7 �r � r Iii tad-:1'�r. J� s. r y ��1� '4 c}'ll+e ��w�t1 �� f y ssr.. zomp p. .s �.... �, �� .. .. �� .t•?car'ti r,- ;( ,:�c.;.. _ .gid :iff�,� 1"�!•:r s'a '� r- _ ; a .>:_ �_�� g� � TO CEP T IEICATE OF CONFORMANCE r�0. 14. . T+ -G = CG E WESTERN BUYERSI14C ti Job Name _ a a+ ) 't: :t'. L i{ lal&i CI\L Tj Qt(NTH i Job Lo -c ,lon ,v8-2242`2 Dated 10-23-92,rAigr's Oird�r No. 09-00796 G Customer's Order Mo.. � .,� — The following idontifies the mernbers and aives the basic spe.cifiCation-S that were used on this job: Lumber spec(es: .DOUGLAS FIR/LARCH Adhesive Appearance ldw%,!ic,ion l Quantity ui�s CoMbina?lon Type Grade Camber i 1 -� SEE A71ACHED UNDER ACKNC4[LEGGt,IENT FOR EXACT' SRLCr1 ICATIQi" S..*** i I � . i • �f ., � �`BQISE:'CASCADE.� CQR?OFtAATIUN• •. � -� ,_ - '' _ ,..�._:_ComP�Y.rr•I;.,i_'�r.�;:::Y.�•,r'ti-y: i.>.: � ��' �._. ..�..... � �,...:�,r a n iy 11' 1 a PURCHASE ORDER CUSTOMER {,q�) /( 21 PLEASE SHOW THIS NO. ON ALL INVOICES AND, ! -•.; CORRESPONDENCE. SEE REVERSE SIDE FOR TERMS. s + SALESPERSON'S N0. :C 46491 ,',5 •� Fwi�Pd4,� lrrf�is R f -,; � r ••••' + t� • y a , TOS` ° —���_i C ORD. DATE 1f � i� t'w�I,I f Yui 211 kL3iXt-; i i:r�;' '' f+� r..'3?� + I t� f �'r :fr-"+ . . � �..� , f�f . . 'i ;y• + �' .. .. , � .! ;, j x DEL. DATE. It S C t V>dlyt fr,5 i VIA: CC CPU OT UPS rJ ,; } M "1 9..`CONTACT PHONEi( >.� .r FRT: PPD ADD COL INVOICE IN-DUPI..ICATE-TO' t MEEK§ BUILDING CENTER `RO.' 60X'255749 ` SACRAMENTO, CA 95865 •�j y,. .,.:r'J 0', �.; :{� :rl. tra; c I , • -r . � 4 S� i 1,4 "l?fi 1- i, c'3 i ...QUANTITY,, CODE DESCRIPTION' CUSTOMER {,q�) /( 21 + r PURCHASE ORDER ' 4� 7iw yl�S: fia + J•S�"y�t, PLEASE SHOW THIS NO. ON ALL INVOICES AND CORRESPONDENCE. SEE REVERSE SIDE FOR TERMS. `..j Leat I � EtRf c'�" Jttf' asi d cr �i e . s1p d n is ut y'; 1100 East 20th Street �I +Yrli Fp '5�z^ tj�; »y ti +ir kfi„ r i'fl" 7. • Chico, California 95928 ' se> w 1 1< ! f+ 3 V V 461 7 0 SAL SP R O. t r r tnat'� tiC.s �. t r+"TO ORD. DATE 5, f' DEL. D77 ATE +S ?+d'�:+ '� S r`' i i`Mi`I / i tl •i4t.fi VIA: C CPU OT UPS f i ' 4� CONTACT ` ? 'PHONE (' < " ') ` "" FRT: PRADD COL' y a i�I' .21NVOICEYIN.,DUPLICATE TOir MEEKS BUILDING CENTER P.O. BOX 255749 SACRAMENTO, CA 95865 t:A QUANTITY t y CODE DESCRIPTION CUSTOMER SELL COST 'a 'r . �• ,•,1�`, err � 1r . r. ,. ,-t; P. . J ' ff a Is 'r r�1' 7. •yam' .ff KS h }� J100 East 20th Street .. 1 Chico, California 95926 TO •u ;�., <+t �� : • ['14} ,7 ' ,,..,'1 h,i ,t 1. i7t2�'�:._ :,i: i.:'•'•` p iCONTACT. t/w PHONE (' 1 i ',INVOICE IN�DUPLICATE TO: k, f MEEKS BUILDING CENTER :.,{ . 'QUANTITY', } SPODE w DESCRIPTION lit ,Y'//7 . c. io It S IIs 5 z "',' •t S '• �� ��' ��' /S r, I -D PURCHASE ORDER PLEASE SHOW THIS NO. ON ALL INVOICES AND CORRESPONDENCE. SEE REVERSE SIDE FOR TERMS 4617.4 SALESPERSON'S NO. /kms ORD. DATE / DEL. DATE V5 . ��yens VIA: CC CPU T PS FRT: PPD ADD COL P.O. BOX 255749 SACRAMENTO, CA 95865 CUSTOMER I SELL I COST wt�) ,5 5 . ll� iF•�t s% S.x. 'tial•%- ., tt .+1 S ,� t �' •E j^ a�"�C..�..--.—t + r ;'^�_ +ri • y ; 7? __ �'•,r - a r , :.c5 f Ybtr�st7AC0 $�.+'t ' i.. 3A,•. PR �h` + w i%� " _ APP40VED)BY: �t -WELCOME TO MEEKS MEEKS CHICO 1 INVOICE I SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW tsol_o JAMES DIPPEL j TO: JAMES DIPPEL rco2 imamy '.I _.+: �' ' JOB-LH" MAIN ACCT. c P.O.'BOX 21 , P.O. BOX 21 MAGALIA„CA,S5954 ' + PiAGALIR, CA,.95551s ;,.. Tremnc�on Sloe 'TNm. � ;( tiDatevWanteil tDate DeliJered; ''' tf - CwtO Code Seti)mE�Mu t1{; Vj, Des Nai Soret s JA0 368727 0fii`44 !40114 ' 90243 1 11 11 30 41301 08131/93! 08"/31!93, DIPP 4; " 7 Eetlmete+No iloLNoi + r 'Selesmenr, .«r :ReferenCe:Number q.,rsrdered IP NoluiJob At 7f Est 6REG W ITE' 58873 V, `244 uC1ESC.RIPTION"'t UNITS"PRICE/WNI� D(TENSION , ITEM NUMBER + i : 't i +: -++= UVX16-1/2 GLU LAn EA+M 24FV • ' 16. a0 r+ 15.3@0/LNF . .80 5166 +16 ��.16 5- T "; } � � t.yy�`� r,. Y ""w. ,{,1, t��'ti�: ' '� t I•',• y. ;}.1� K'�` 4=�� rsx *gg iv7 •: s . S 4. 7..•! ry�3 .,t.CS4'-'�• ll . •(�. ,• If y MMN� lI i.� H t ` ,,7'•'f,; 4 ,.�.. I •� yj ' '"'•r. t. ti • yeti F f • ' t "tt�%.Y k: �' i �', _ tk'�!` -wipi Its, VY.C� J T,i' �,(j44 • s. {f G 1 �yi , j.rt•Y'� ,•r T. yRDfINNpIgERETURNEDBUBJECT,TOARE• Thy �RDQ B'SIDE FOR TERMS 8 CONDITIONS �. SU_BTOTAI: 7� 17.75 262. �� 244.80 1iR RECp'Bvo V sR (r# k r %SDATE: Yr 4, in- -4. 349-185 ATE U ERE.,- s cH APPROVED BY: INVOICE WELCOME TO MEEKS MEEKS CH I CO SOLD SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) TO: JAMES DIPPEL JAMES DIPPEL MAIN ACCT. JOB-LAKEFRONT/COUTE-LENC P.D. BOX 21 P.D. BOX 21 MAGALIA, CA 95954 MAGALIA,.. CA,1954954 r Swro NO!, 07/23/93 61 mou Date elio F! ft. N k 725 No.' DIPPJA04 352023 05:43•.413048 7 13M299 — 1 731 1 . . 1 Iti 111 �f*Esllmate,Nwil.... Mot I t's le n a Sma AR6tere666Numbdia�.f'l�uOMdi)dd�oylp.orN6.";:,,,+Ae',,.,;�Job!'�I Lot ,No �R `5t44 5-1/8457&0:1�, LANE 7- :ITEIVIJJUWER' u, N I - r; 8 -it NITS EXTENSION, T5156 20 20 I 5& -1/8"X-15" 6LU LAM BEAM 24F V4 I20.0�m0 .12,78M@/LN FT MM Ig, II mW r t. s ........ ...... "m MOM. A., Mt y ME ff 00 . . . . . . . . . . . . . . . ........... 11. =017711- &I Z . M., t, m myll 71 f ME Om UlMwo umma RY:.k^4� M-11. I =7 I :T7 214= Ell- TV HE �.ILMIN =1 PORTANT:,ALL MERCHANDISE RETURNED SUBJECT TO A RE- 'OCKINO'CMARGE..SEE REVERSE SIDE FOR TERMS & CONDITIONS. 0, F:( -.,n sv, �riATF- SUB- TO TAL 07/23/93 61 mou �f*Esllmate,Nwil.... Mot I t's le n a Sma AR6tere666Numbdia�.f'l�uOMdi)dd�oylp.orN6.";:,,,+Ae',,.,;�Job!'�I Lot ,No �R `5t44 5-1/8457&0:1�, LANE 7- :ITEIVIJJUWER' u, N I - r; 8 -it NITS EXTENSION, T5156 20 20 I 5& -1/8"X-15" 6LU LAM BEAM 24F V4 I20.0�m0 .12,78M@/LN FT MM Ig, II mW r t. s ........ ...... "m MOM. A., Mt y ME ff 00 . . . . . . . . . . . . . . . ........... 11. =017711- &I Z . M., t, m myll 71 f ME Om UlMwo umma RY:.k^4� M-11. I =7 I :T7 214= Ell- TV HE �.ILMIN =1 PORTANT:,ALL MERCHANDISE RETURNED SUBJECT TO A RE- 'OCKINO'CMARGE..SEE REVERSE SIDE FOR TERMS & CONDITIONS. 0, F:( -.,n sv, �riATF- SUB- TO TAL TAk4 61 mou EHE 255.60 N k 725 18.53 -aivs:lo 4. 3 7 -P - IT. Ap FtOVED t5y: AN=. 29.99!!! MEEKS CHICO SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOV SOLD JAMES -- DIPPEL "' -'; - � i * 64TICOUTELENC TO: JAMES DIPPEL, joB--U�,eEFR MAIN ACCT. P.O. BOX 21 MP. 0. BOX 21 GALIA,,..qA ?5954' pGAL-IA,,.CPj J 80493 V- .11 1,6 DIPPJA LYl -,ifMaite N A, Aot �N 72T� om ReT mnw'Wu $ IQ. lu .1, 4 ITEMAUMB R'- P RIRI NIT EXTENSIO -359 X4Xq2�I/V,--STD&BTR-DF STUDS 1866.67 39 No/MBF 742.93 2 Ar, u GLU LRMBEAW24F 13.00:" 7'. 040/LN 91.52 312G ! L -VIM, . �, ' I 'o ' '- L' )J- i - - . ;,.- AWRE" 24F -V4' 5 1 3-1[8.yip.. GLU r 133:25 "F 98.42 y .7 5-1/2)(11-7/84ERSALA 'P 14. OGO/LN A� M '4 !1GIET till ice, py 'fOTAL T '% MpaRTANT.'AILL'MERCHANDISE RETURNED SToCIQkQ CHARGE. SEE I EVERSE SIDE F T NIS CONDITIONS.=SU6- 7 1213.23 .1131.22 82.01 DATE* REC!D,'By,'- Owner: 1411_1eAMll7y=::iT2 Permit No. ENERGY CERT IF ICAT ION 6748 Lakefront, MaQalia CA LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FIBERGLASS BATTS Thickness(inches) 5"' Brand Name Thermal Resistance (R Value) Brand Name MANVILLE:-SCHULLE:R I Thermal Resistance(R Value) R21 CEILING Batt or Blanket Type FIBERGLASS BATTS Brand Name MANVILLE-SCHULLER Thickness(inches) 1211 Thermal Resistance(R Value) R38 Loose Fill Type FIBERGLASS Brand Name CE:RTAINTEED Minimum Thickness(Inches) 1611 Number of Bags 25' Wt. per bag 35 lb. Area covered(ft. ) 1260 Thermal Resistance(R Value) R38 FLOOR, ELEVATED Material FIBERGLASS BATTS Thickness(inches) 6a" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name MANVILLE-SHULLER Thermal Resistance(R Value) R19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in•the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO., INC. , F 14M NAME / OWNER — S iGNAJURE OF INSTALLA.T19% APPLICATOR 499150 STATE CONTRACTOR'S LICENSE NO. January 11, 1994 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM-NAME/OWNER,"(Please-print) --. STATE CONTRACTOR'S LICENSE NO. t Vag � NATURE OF�RAL CONTRACTOR/OWNER ZATIE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 I.Ai. 1111: ONLY 19,u Han ntlached Flour Plan /UIaChIA TO: Building Department0-0 FROM:' Environmental Health SUBJECT: Sanitation Clearance r� Owner Location APP/ t Plan Approved for: Sewage Disposal Water Supply: I'ublic Private Well ;Clearance for bedroom mobile home. Other (� CLL L L � if{►S ��Zt 1c�;L t S �.�9 = c� w t TV (A,) N9�` yh%� � A �`�20y G� � W ( t�L✓-{CJS �} ZG ��C-CSS/-�-2�/ Environmental Health Specialist 8/92 777 t! Dat U1, USI; MIN Phil Him Auuohed OIrlrarr Phrn AlwEhvd�'_ TO: Building Department FROM: Environmental Wealth t SUBJECT: Sanitation Clearance SCS-� J Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: I'ublic. Private Well Clearance for � bedroom i i cA home. Other (�° C _ q- ( ( (4cZ i Hold final for:<---\ NOTE: Z� �[�AJS fi (LI�IOySC �/ l�--CIEV(�� I l-� 1-t2Sl C�ili i Environmental Health Specialist Date 8/92 MEMO TO FIELD INSPECTOR Permit # �2- �Z(oO Date 2-3 taq-3 A. P. No. D Applicant: WCD44t JOU=C.L To: Field Inspector: 'P �,f,- >- Nh 1 SG A 9A From:d Subject: �T V ©I D `. v sZ-C)T M cT-o PArg By MAIZT/ RVMELS ��Q�71T2�� �(,D►�� W! —04 BEV• }�.C. �E��S g�rvE-b KVC-w mar ts..: .•.- "'i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal' Water Supply; Public Private_ Well Clearance for—s— bedroom i L k home. OtherlZ- 0 clearance O.K. for: NOTE: Environmental Health Specialist 8/92 Date G.H. USE ONLY } 1:1.,,,r ri:,,, nu:,ch,d 22 �.S sun to H.U. . � 4 Owner Location AP# Plan Approved for: Sewage Disposal' Water Supply; Public Private_ Well Clearance for—s— bedroom i L k home. OtherlZ- 0 clearance O.K. for: NOTE: Environmental Health Specialist 8/92 Date I:.H. Iltili ONLY 11,31 19cot Attached _ I:lour Man Atuchcd Scnt to U.U. TO: Building Department �� J FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location APt# Plan Approved for: Sewage Disposal Clearance for bedroom mobile home. Other Water Supply: Public Private Well P T. L F ALe 1-1 , f-(�c.�S G 1-�:��� tc�✓ ,��5 o c=am m._�� � t�- N6�E:—'�%r.� � J � Environmental Health Specialist 8/92 t Data lvA CERTIFICATE OF COMPLIANCE: RESIDENTIAL svb Page 1 CF-1R Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 Project Address........ Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case GENERAL INFORMATION Conditioned Floor Area..... Building Type.. .. Building Front Orientation. Number of Dwelling Units... Number of Stories.. ...... Floor Construction Type.... Infiltration Control....... 3154 sf Single Family Detached Front Facing 0 deg (N) 1 2 Raised Floor (Package E) Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall C:R__=_11_D FRONT, TO GARAGE, LEFT, BACK, RIGHT Door R-0 FRONT, BACK, TO GARAGE Roof CR=30� ATTIC, VAULT Floor [R-1.9 RAISED FLOOR ` F1oorExt R.�19� ABOVE GARAGE Wall R-0 SEPERATION WALL, NON -CLOSEABLE AREA Floor R-0 SEPERATION FLOOR GLAZING Glazing Area # of Interior Exterior Orientation (sf) Panes Shading Shading Window Right (NW) 20.0 2 drapes 50% BUG Window Front (N) 50.0 2 drapes 50% BUG Window Front (NE) 20.0 2 drapes 50% BUG Window Front (N) 18.0 2 drapes None Wood Window Right (NW) 40.0 2 drapes 50% BUG Window Front (N) 40.0. 2 drapes 50% BUG Window Front (NE) 40.0 2 drapes 50% BUG Window Back (S) 228.0 2 drapes 50% BUG Window Back (S) 53.4 2 drapes 50% BUG Window Back (S) 36.0 2 drapes None Door Back (S) 22.0 2 drapes None Window. Right (W) 20.0 2 drapes 50% BUG Skylight Horz 15.0 2 None None Framing Overhang Type SCREEN None MetalMul SCREEN None MetalMul SCREEN None MetalMul Yes MetalMul SCREEN Yes MetalMul SCREEN Yes MetalMul SCREEN Yes eMetalMul SCREEN Yes `''Metal SCREEN Non_ tal Y tal Wood SCRE ,e Metal i�tal i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page.2 F CF -1R # Project Title..'..... 5 Bedroom House= Bell Date........ 11/11/92 MICROPAS3 v3.11 .File -92264B Wth-CTZ11 .Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs.. Run -3154; S.F.,,Res.-Base Case . Assumed Duct Duct - AssumedlSystem Efficiency Location R -value Gas '.0_._8.7.6. SE Crawlspace R-2:1 s AirCond1 (8:790 -SEER Crawlspace R-2.1 Gas0 _7_6.0 -SE Attic R-2.1 AirCond� L8: 9:0 -SEER Attic R-2.1 Y' ACTUAL HVAC SYSTEMS or Actual Output Manufacturerand Model # Actual System Efficiency (Btuh) (or approved•equal) Heating - Cooling ` Cooling Coil. CEC Maximum output for Gas Central Furnaces: 134368 Btuh ' WATER'HEATING SYSTEMS { Tank R-12 or, # of Vol Greater Manufacturer and Model # Energy System Type Heat..(gal) Blanket (or approved equal)Credits ` Storage, Gas T 47.5 sYes Recovery SPECIAL FEATURES/REMARKS Zones are seperated to area weigh HVAC and ductwork efficincies. No zonal control credit is taken. THERMAL MASS Area Thickness Hard Surfaced/ Type (sf) (in) Exposed Location/Comments InteriorHorz 29 4.0 Yes FIREPLACE HEARTH InteriorHorz 163 1.0 Yes ENTRY InteriorHorz 33 1.0 Yes SHOWER/SPA TUB DECK' InteriorVert 127 1.0 Yes, SHOWER-BATH.ENCLOSURES ASSUMED HVAC SYSTEMS . Assumed Duct Duct - AssumedlSystem Efficiency Location R -value Gas '.0_._8.7.6. SE Crawlspace R-2:1 s AirCond1 (8:790 -SEER Crawlspace R-2.1 Gas0 _7_6.0 -SE Attic R-2.1 AirCond� L8: 9:0 -SEER Attic R-2.1 Y' ACTUAL HVAC SYSTEMS or Actual Output Manufacturerand Model # Actual System Efficiency (Btuh) (or approved•equal) Heating - Cooling ` Cooling Coil. CEC Maximum output for Gas Central Furnaces: 134368 Btuh ' WATER'HEATING SYSTEMS { Tank R-12 or, # of Vol Greater Manufacturer and Model # Energy System Type Heat..(gal) Blanket (or approved equal)Credits ` Storage, Gas T 47.5 sYes Recovery SPECIAL FEATURES/REMARKS Zones are seperated to area weigh HVAC and ductwork efficincies. No zonal control credit is taken. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 5 Bedroom House -.Bell Date........ 11/11/92 MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case 0 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20,. Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, ail building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Company. Address. Phone... License. Signed date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, CA 95926 Phone... (916) 894-8466 Signed ate OWNER Name.... Company. Address. Phone... Signed date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 Project Address........ Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case 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 * 2-5352(a): Minimum ceiling insulation R-19 weighted average. I/ 2-5352(b): Loose fill insulation manufacturers labeled R -Value. * 2-5352(c): Minimum wall insulation in framed walls R-11 ✓ weighted average (does not apply to exterior mass walls). 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 2-5311: Insulation specified or installed meets CEC quality standards.. Indicate type and form. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16. tJ A 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and ✓ penetrations caulked and sealed. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, 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. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title........ . 5'Bedroom House - Bell Date.. .... 11/11/92 MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case HVAC AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 2-5316(b): Exhaust systems have damper controls. 2-5314(c): Gas -fired -space heating equipment has intermittent ignition devices. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 2-5352(1): Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated to R-3 or greater). 2-5312(Exception I): Pipe insulation on steam and steam a/A condensate return and recirculating piping. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES 2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in,kitchens and bathrooms. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. Design- Enforce- er ment I/ 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. O COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 Project Address........ Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... ' 24.23 19.94 4.29 Space Cooling.......... 15.78 20.23 -4.45 Water Heating.......... 6.47 5.47 1.00 Total 46.48 45.64 0.84 *** Building complies with Computer Performance *** Zone Type LOWER Residence UPPER Residence GENERAL INFORMATION Conditioned Floor Area..... Building 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 ............. Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 3154 sf Single Family Detached Front Facing 0 deg (N) 1 2 ReducedYear Raised Floor (Package E) 2 28108 cf 2108 sf 0 sf 19.1 % of FA 8.9 ft BUILDING ZONE INFORMATION Floor 4 # of Cond- Area Volume Dwell Thermostat itioned (sf) (cf) Units Type Yes 1853 17456 0.59 Setback Yes 1301 10652 0.4i Setback Vent Special Height Vent Area .(ft) (sf) 8.0 n/a 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 MICROPP.S3 w1.11 File -92264B. Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -,?154 S.F. Res. -Base Case OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference LOWER 1 Wall 155 0.098 R-11 0 90 Yes FRONT None 2 Wall 40 0.098 R-11 315 90 Yes FRONT None 3 Wall 40 0.098 R-11 45 90 Yes FRONT None 7 Wall 100 0.098 R-11 0 90 No TO GARAGE None 8 Wall 0.098 R-11 315 90 No TO GARAGE None 9 Door 140 23 0.330 R-0 0 90 Yes FRONT None 10 Wall 360 0.098 R-11 90 90 Yes LEFT None 12 Wall 243 0.098 R-11 180 90 Yes BACK None 15 Wall 244 0.098 R-11 270 90 Yes RIGHT None 17 Wall 102 0.098 R-11 270 90 No TO GARAGE None 18 Door 18 0.330 R-0 270 90 No TO GARAGE None 19 Roof 18 0.033 R-30 0 0 Yes ATTIC None 20 Roof 259 0.033 R-30 0 29 Yes VAULT None 21 Roof 197 0.033 R-30 180 29 Yes VAULT None 22 Roof 286 0.033 R-30 90 29 Yes VAULT None 24 Floor 1853 0.037 R-19 0 0 No RAISED FLOOR None UPPER 4 Wall 138 0.098 R-11 0 90 Yes FRONT None 5 Wall 20 0.098 R-11 315 90 Yes FRONT None 6 Wall 20 0.098 R-11 45 90 Yes FRONT None 11 Wall 97 0.098 R-11 90 90 Yes LEFT None 13 Wall 273 0.098 R-11 180 90 Yes BACK None 14 Door 18 0.330 R-0 180 90 Yes BACK None 16 Wall 320 0.098 R-11 270 90 Yes RIGHT None 23 Roof 1286 0.033 R-30 0 0 Yes ATTIC None 25 F1oorExt 255 0.049 R-19 0 0 No ABOVE GARAGE None GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade LOWER 1 Window 20.0 2 MetalMul Slider 0.65 315 90 0.71 drapes 0.61 2 Window 20.0 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 3 Window 20.0 2 MetalMul Slider 0.65 45 90 0.71 drapes ....0.61 4 Window 18.0 2 MetalMul Fixed 0.65 0 90 0.71 drapes 0.61 5 Window 20.0 2 MetalMul Slider 0.65 315 90 0.71 drapes 0.61 6 Window 20.0 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 7 Window 20.0 2 MetalMul Slider 0.65 45 90 0.71 drapes 0.61 12 Window 80.0 2 Metal Slider 0.65 180 90 0.77 drapes 0.66 13 Window 28.0 2 Metal Slider 0.65 180 90 0.77 drapes 0.66 14 Window 53.4 2 Metal Slider 0.65 180 90 0.77 drapes 0.66 15 Window 96.0 2 Metal Slider 0.65 180 90 0.77 drapes 0.66 UPPER 8 Window 30.0 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 9 Window 20.0 2 MetalMul Slider 0.65 315 90 0.71 drapes 0.61 10 Window 20.0 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 11 Window 20.0 2 MetalMul Slider 0.65 45 90 0.71 drapes 0.61 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........ 5 Bedroom House - Bell Date........ 11/11/92 MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade 16 Window 24.0, 2 Metal Slider 0.65 180 90 0.77 drapes 0.66 17 Window 18.0 2 Metal, Fixed 0.65 180 90 0.77 drapes 0.66 18 Door 22.0 2 Wood Hinged 0.65 180 90 0.67 drapes 0.57 19 Window 18.0 2 Metal Fixed 0.65 180 90 0.77 drapes 0.66 20 Window 20.0 2 Metal Slider 0.65 270 90 0.77 drapes 0.66 21 Skylight 9.0 2 Metal Fixed 0.65 0 0 0.77 None 0.77 22 Skylight 6.0 2 Metal Fixed 0.65 0 0 0.77 None 0.77 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 LOWER 4 Window 18.0 6 3 5 .5 .5 4.25 .5 3 .5 4.25 7 .5 5 Window 20.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 20.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 80.0 6.67 12 8 .5 2 2 . 2 6 .5 n/a n/a n/a 13 Window 28.0 3.5 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 96.0 8 n/a 6 2 n/a n/a n/a n/a n/a n/a n/a n/a UPPER 9 Window 20.0 5 n/a •2 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 20.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 20.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 24.0 4 n/a 2 .33 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 18.0 6 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 18 Door 22.0 6 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 18.0 6 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 20.0 5 n/a 2 .16 n/a 'n/a n/a n/a n/a n/a n/a n/a EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade LOWER 1 Window 20.0 50% BUG SCREEN 0.84 2 Window 20.0 50% BUG SCREEN 0.84 3 Window 20.0 50% BUG SCREEN 0.84 5 Window 20.0 50% BUG SCREEN 0.84 6 Window 20.0 •50* BUG SCREEN 0.84 7 Window 20.0 50% BUG SCREEN 0.84 12 Window 80.0 50% BUG SCREEN 0.84 13 Window 28.0 50% BUG SCREEN 0.84 14 Window 53.4 50% BUG SCREEN 0.84 15 Window 96.0 50* BUG SCREEN 0.84 UPPER 8 Window 30.0 50* BUG SCREEN 0.84 COMPUTER METHOD SUMMARY Page 4 C -2R Dr�ion+ m;tiP__ ...-.. 5 Bedroom House - Bell Date........ 11/11/92 -J___ - ----- - - - - MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case Surface LOWER/UPPER 1 Wall 2 Floor 3 Wall Mass Type EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade 9 Window 20.0 50% BUG SCREEN 0.84 10 Window 20.0 50% BUG SCREEN 0.84 11 Window 20.0 50% BUG SCREEN 0.84 16 Window 24.0 50% BUG SCREEN 0.84 20 Window .20.0 50% BUG SCREEN 0.84 INTER -ZONE SURFACES Area Insul (sf) U -value R-val Location/Comments 141 0.393 R-0 SEPERATION WALL 1046 0.101 R-0 SEPERATION FLOOR 76 ,20.000 R-0 NON -CLOSEABLE AREA THERMAL MASS - Area Thick Heat Conduct- Surface Form 3 Reference (sf) (in) - Cap ivity R -value Location/Comments LOWER ' Duct - R -value Efficiency 1 InteriorHorz 29 4.0 21.0 0.59 R-0.0 2 InteriorHorz 163 1.0 24.0 0.67 R-0.0 UPPER 3 InteriorHorz 33 1.0 24.0 0.67 R-0.0 4 InteriorVert 127 1.0 24.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct System Type Efficiency Location LOWER Gas 0.876 SE Crawlspace AirCond 8.90 SEER Crawlspace UPPER Gas 0.760 SE Attic AirCond 8.90 SEER Attic WATER HEATING SYSTEMS Capa- R-12 or System # of city Greater Effic- Type Heat (gal) Blanket iency Storage Gas 1 47.5 Yes 0.76 RE FIREPLACE HEARTH ENTRY SHOWER/SPA TUB DECK SHOWER -BATH ENCLOSURES Duct . ' Duct - R -value Efficiency R-2.1 0.850 R-2.1 0.890 R-2.1 0.850 R-2.1 0.830 Standby Input Loss Rating 3.8% 36000 Btuh Pilot Size (Btuh) Credits n/a Recovery i COMPUTER METHOD SUMMARY Page 5 C -2R n__4--4- m34 -7 R RcArnnm Hnuco RP -11 Date........ 11/11/92 MICROPAS3 v3.11 File -922648 Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case SPECIAL FEATURES/REMARKS Zones are seperated to area weigh HVAC and ductwork efficincies. No zonal control credit is taken. A hot water recovery system is to be installed. All eligibility criterea are to be met as'per table 5, Chapter'6 ECM 7/88. WATER HEATING Page 1 DHW .Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 Project Address........ Documentation Author... Marty Runnells Building Permit Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Plan C ec Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Check Date MICROPAS3 v3.11 File -92264B Wth-CTZ11 Program -WATER HEATING User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case WORKSHEET ONE: STORAGE -GAS OR STORAGE ELECTRIC A. EQUIPMENT DATA 1. Water heater type....... 2. Manufacturer............ 3. Model number............ 4. Ignition device......... 5. Tank volume ............. 6. Recovery efficiency..... 7. Standby loss............ 8. Rated"Input............. 9. Number of Heaters....... 10.Insulation Jacket....... Storage, Gas n/a . 47.5 gal .76 percent x 0.01 .038 percent/hour x 0.01 36000 Btu/hr 1 Yes B. OPERATING DATA 1. Climate Zone.. ..... 2.° Water heating budget.... 3. Tank set temp........... 4. Water main temp.... ... 5. Daily hot water load.,... 6. Ambient air temp........ 7. Adj. Standby Losses..... 8. No. dwelling units...... 9 Pump power .............. 1O.Pumping energy........:. 11 ' 20400 kBtu/yr/unit 140 F 65 F 50 gal 62.8 F .02508 1 0 Watts (0 Watts controller) 0 Watt-hr/yr (24 hr per day) C. WATER HEATING ENERGY CREDITS 1. Credit Name ............. Recovery 2. Annual savings.......... 3060 kBtu/yr/unit D. ANNUAL WATER HEATING ENERGY 1. Recovery load........... 2. Recovery energy......... 3. Standby loss energy..... 4. Pumping energy.......... 5. Total energy............ 6. Comparison .............. 7. Points... � .. ... 8. Water Heating Energy Use (D5 x BB) / 3154 sf 11292 kBtu/yr 10832 kBtu/yr 6418 kBtu/yr. 0 kBtu/yr source 17250,kBtu/yr/unit source 3150 kBtu/yr/unit source 2 5.47 kBtu/yr/sf HVAC SIZING Page 1 HVAC Project Title.......... 5 Bedroom House - Bell Date........ 11/11/92 Project Address........ Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. rl imatA 7.nnP_........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -92264B, Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case GENERAL INFORMATION Floor Area ................. Volume.. ........... Front Orientation.......... Sizing Location............ Latitude... ........ Winter Outside Design... ... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range.... ......... Shading Used... ......... Latent Load Fraction....... Description 3154 sf 28108 cf Front Facing 0 deg (N) PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes. 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 15316 7176 Glazing Conduction ............... 15662 8223 Glazing Solar ................ n/a 12268 Infiltration ..................... 15988 4824 5100 Internal Gain .................... n/a Ducts ............................ 4697 2697 Sensible Load .................... 51663 40287 Latent Load ...................... n/a 8057 Total Load 51663 48345 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output for gas central furnaces only (area weighted SE): 51663 + (100.0 x (0.828 - 0.71) x 7000) = 134368 Btuh HVAC SIZING Page 2 HVAC Project Title......... 5 Bedroom House — Bell Date........ 11/11/92 MI v3.11 File -92264B Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -3154 S.F. Res. -Base Case HEATING AND COOLING -LOAD SUMMARY BY ZONE ZONE 'LOWER' Floor Area..................... ... 1853 sf (Btuh) Volume............ ............. 17456 cf 3619 5382 2826 n/a 5532 Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 9478 3557 Glazing Conduction ............... 10280 5397 Glazing Solar .................... n/a 6736 Infiltration .................. 9929 2996 Internal Gain............'........ n/a 2550 Ducts ............................2969 1062 Sensible Load...... .......... 32657 22297 Latent Load ....................... n/a 4459 Zone Load 32657 26757 ZONE 'UPPER' Floor Area ....................... 1301 sf Volume........ .................. 10652 cf Description Opaque Conduction and Solar...... Glazing Conduction .............. Glazing Solar .................... Infiltration ..................... Internal Gain ..................... Ducts ............................ Sensible Load .................... Latent Load ...................... Heating Cooling (Btuh) (Btuh) 5837 3619 5382 2826 n/a 5532 6059 1828 n/a 2550 1728 1635 19006 17990 n/a 3598 Zone Load 19006 21588 i I JOB NUMBER )>#9284 DATE >) 11/12/92 - t i• k s r STRUCTURAL CALCULATIONS FOR PROJECT )>NOHNOUTKA RESIDENCE • NAME >)ROLLAND BELL j ADDRESS >>PARADISE,' CALIFORNIA r • BRUNO AND HAWKINS — ENGINEERING 20 CONSTITUTION DRIVE SUITE A CHI'CO, CALIFORNIA' 95926 (9161 995-1125 NOTE; REFERENCE PLANS BY OTHERS. NO JUDGEMENT OR �V OPI";ION IS RENDERED'OR IMPLIED REGARDING v ASPECTS OF THIS STRUCTURE NOT SPECIFICALLYt NOTED HEREIN. - 12- �Zcpo { i3r ur m 00MW BUILDING DePAFaMW A11-11MOVE r r t i. rv►OA k^'y`�I VJ ax ' � J CONCRETI 3:33 PM ----------------------- ------------------------------------------------- REV 11-07-92 CONCRETE RETAINING WALL 11/11/92 ------------------------------------------------------------------------ DESCRIPTION )>WOHNOUTKA RESIDENCE » ------------------------------GENERAL DATA ------------------------------ WALL TYPE > i 1 0 SUPPORTED 2 0 CANTILEVERED LATERAL LOAD TYPE> 2 1 0 WIND/EARTHQUAKE 2 => SOIL PRESSURE BACKFILL SLOPE > 0 HORIZONTAL 0 VERTICAL SOIL WEIGHT > .110 KCF --------------------------------LOADING---------------------- AXIAL DEAD LOAD (wdl) > .395 KIPS/FT AXIAL LIVE LOAD (wll) Y .390 KIPS/FT AXIAL TOTAL LOAD (wtl) > .785 YIPS/FT EFP > .055 KCF .SLOPING BACKFILL SURCHARGE) 000 KCF ; TOTAL EFP > .055 KCF SURCHARGE > .000 KIPS SURCHARGE HEIGHT) .000 FEET FOR RETAINING WALLS UNIFORM LATERAL LOAD > .000 KSF ;EARTHQUAKE/WIND LOADING -----------------------ALLOWABLE DESIGN STRESSES----------------- ------ IttSOIL%iY ALLOWABLE PASSIVE (VERT.) > 1.500 KSF ALLOWABLE PASSIVE (HORIZ.)> .150 KSF/FT DEPTH tltCONCRETEttt f'c ) 2.500 KSI fy > 40.000 KSI Es ) 3000000OPSI m > 18.824 -------------------------------WALL DATA --------------------------- NOTE: WHEN DESIGNING SUPPORTED RETAINING WALLS - DO NOT USE MORE THAN ONE SEGMENT SEGMENT wdl ACTUAL t ACTUAL d MAX. d 1 .000 TO 4.000 .400 8.000 4.000 5.500 - 2 .000 TO 1000 .000 .000 .000 .000 3 .000 TO :000 .000 .000 .000 ,000 SEGMENT bld^2 M FACTOR ° Mu Mn As 1 192.000 .225 1.700 .384 .427 .043 2 , noo .000 1.700 .000 .000 .0oo 3 .000 .000 1.700 .000 .000 .000 ----------------------------WALL REINFORCING ---------------------------- SEGMENT 1 HORIZ. As MIN. '> .240 IN^2 VERT. As MIP. > .144 1N^2 CALCULATED As > .043 IN^2 VERTICAL HORIZONTAL #4 AT 16 IN. O.C. #4 AT 9 IN. O.C. #5 AT 25 IN. O.C. #5 AT' 15 IN. D.C. #6 AT 36 IN. O.C. 1#6 AT 22 IN. D.C. #7 AT 50 IN. O.C. #7 AT .30 IN. O.C. #9 AT 65 IN. D.C. #8 AT 39 IN. O.C. SEGMENT 2 HORIZ. As MIN. > .000 IN^2 VERT. As MIN. > ,000 IN^2 CALCULATED As > .000 IN^2 VERTICAL HORIZONTAL #4 AT 0 IN. O.C. #4 AT 0 IN. O.C. #5 AT 0 IN. D.C. #1 AT 0 IN. D.C. #6 AT 0 IN. D.C. #6 AT. 0 IN. D.C. #7 AT 0 IN. O.C. #7 AT 0 IN. D.C. #8 AT 0 IN. D.C. #0 AT 0 IN. O.C. SEGMENT 3 HORIZ. As MIN. > .000 IN^2 ARM MOMENT ------------------------------------------------------------------------ Wdl:395 VERT. As MIN. ? .000 IN^2 FEET .262 FT -KIPS W11 .390 CALCULATED As '% .000 INA 2 .259 FT -KIPS SEGMENT 1 .400 KIPS VERTICAL FEET .265 HORIZONTAL SEGMENT 2 .000 KIPS #4 AT 0 IN. O.C. #4 AT 0 IN. D.C. #5 AT 0 IN. O.C. #5 AT 0 IN. D.C. #6 AT 0 IN. D.C: #6 AT 0 IN. D.C. #7 AT 0 IN. O.C. #7 AT 0 IN. O.C. #8 AT 0 IN. D.C. #0 AT 0 IN. A.C. ------------------------------FOOTING DATA--------------------- TOE LENGTH > .330 FEET SAFETY FACTOR HEEL LENGTH > .333 FEET SOIL PRESSURE MINIMUM FOOTING LENGTH > FEET ACTUAL FOOTING LENGTH (L) ? 1.330 FEET FOOTING DEPTH > 12.000 INCHES ----------------------OVERTURNING AND SOIL PRESSURE -------- CONSIDER FTG DEPTH FOR GROSS OTM AND SLIDING.? (Y/N) > Y OVERTURNING MOMENT (OTM) > .000 FT-K.IPS W ARM MOMENT ------------------------------------------------------------------------ Wdl:395 KIPS .663 FEET .262 FT -KIPS W11 .390 KIPS .663 FEET .259 FT -KIPS SEGMENT 1 .400 KIPS .663 FEET .265 FT -KIPS SEGMENT 2 .000 KIPS .663 FEET .000 FT -KIPS SEGMENT 3 .000 KIPS .663 FEET .000 FT -KIPS SOIL 147 'KIPS 1.163 FEET .171 FT -KIPS . FTG .200 KIPS .665 FEET .133 FT -KIPS ------------------------------------------------------------------------ EWdl > 1.141 KIPS EMdl > .831 FT -KIPS EWt1_ > 1.531 KIPS EMtl > 1.089 FT -KIPS ------------------OVERTURNING AND SOIL PRESSURE CONT ---------------- EMdIlOTM > N/A < 1.5 <00 ECCENTRICITY (e) > -.046 FEET <A/2-(EM-OTM/EW)? L/6 > .222 FEET i.' > 2.134 FEET <31L/2 -e? RESULTANT WITHIN MIDDLE THIRD OF FOOTING MAXIMUM SOIL PRESSURE > 1.151 JSF <EWtl/A + 6tOTMte/A"2> MINIMUM SOIL PRESSURE } 1.151 KSF -------------------------- HEEL/TOE DESIGN ------ ----------------------- tttNFFI_ (iFSTf,Ntti. HFFI. I FNFTN ) .333 FEET M ? .024 FT -KIPS _Aon INCHES Ac MTN > .000 IN"2 04 AT 0 IN. O.C. 45 AT 0 IN. O.C. 46 AT A TN_ n.r: 87 AT 0 IN. n.L 9A AT A IN. O.C. tttTOE DESIGNttt- TOE LENGTH ?. .330 FEET MAX SOIL PRESSURE > 1.151 KSF SOIL PRESSURE AT FACE OF WALL > .973 KSF N MAY AT FAr.F nF NAI I_ > .059 FT -KIPS d Ann WK9 A. NTLI .AAA TN"7 . H AT n TN n r $5 AT A IN. n.r Ak AT A IN. fl.r.. 07 AT A IN. O.C. #8 AT 0 IN. O.C. . -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- Ac: MTN ) JAX INA? . 9 #4 BARS 2 #5 BARS f 1 #6 BARS 1 #7 BARS 1 #8 BARS M -----------------------------iATFRAi. SLIDING ---------------------------- Pi ) .147 K,TP91FT .993 KIPS/FT LATERAL 51 TM19 r.nP F_ ) .950 .9R5 KIPS/FT LATERAL SLIDING RESISTANCE>, .000 .000 KIPS/FT ALLOWABLE LATERAL PASSIVE PRESSURE ) .150 KSF/FT DEPTH LATERAL PASSIVE PRESSURE PROVIDED > .075 KIPS/FT <FOOTING ONLY> NET RESISTANCE PROVIDED > .360 KIPS/FT <FOOTING ONLY FACTOR OF SAFETY Y 1.228 NO GOOD! SHEAR KEY MUST PROVIDE > .OBO KIPS LATERAL RESISTANCE EQUIVALENT DEPTH OF SHEAR KEY > 7.900 FEET (MAXIMUM 15') ALLOWABLE LATERAL PASSIVE PRESSURE > 1.170 KSF <AT BASE OF KEY> ALLOWABLE LATERAL PASSIVE PRESSURE > 1 KSf <AT BOTTOM OF KEY> SHEAR. KEY REQUIRED DEPTH ) 1.006 INCHES SHEAR KEY MOMENT ) .004 FT-KIPs SHEAR KEY THICKNESS > 6.000 INCHES_ U ) 4.000 INCHES V As MIN. > .001 INA2 #4 AT 3050 IN. D.C. #5 AT 4762 IN. O.C. #6 AT 6B79 IN. D.C. #7 AT 9354 IN. O.C. #@ AT 12233 IPL D.C. ------------------------------------------------------------------------ v 4- •1 , ------------------------------------------------------------------------- rte, REV 4-31LK, -_t l Lri Tr ERAL DESIGN DATA -------------------------- --------------------------------------------- y _ Di_Lflef 1I�i!� jj . H -------------------------------GENERAL DATA ------------------------------ EXPOSURE ` B' Cp" ! 62 HEIGHT F-0. D EXP. C E}'P, B 15. 00 I.-q 1,116 6-2 BASIC 11,41ND SPEED 130::10 q= ' ` 16.40 1"PORTANCE FACTOR 1,60 METHOD MONORMAL FORCE METHOD ROOF PITCH :> 6,00 IN 12 y ? 26,57 0EGR_E p= Ce t C g t q._ I I PRIMARY FRAMS AND SA-JEMS DESCRIF'TiON Cq pKSFI DIRECTI"N ------------------------------------------------------------------------- r• r ' 14,}AI _ {1INGA!1iR.I' WALLS B. ,ill''ei Iiv1WARG LEEWARD WALLS: `0 .0051 OUTWARD TOTAL WALL ROOFS: ;'I 'r'�RP_NDiCUL AS.. TO RIDGE ' LEEWARD OR FLAT ROOF .70 .6071 OUTWARD it WINDWARD ROOF Q! OPE L: 12 TO LESfi 1 1 12 .90 .0092 OUTWARD OR SLOPE 2:12 TO THA{; y: i2. 30 0021 INWARD C ROOF TOTAL ' CE, (:11:1) N D PARKA 1- EL T� RIDGE AND Fi r' I i F'h1r;=_�__ I� R«i:_ E,:._ AT nL �� , ?il , Ij i1?I li TWIA UTiIARO ELEMENTS AND CO3PONENTS" DESCRIPTION rp(KSF) DIRECTION -------------------------------------=----------------------------------- iIALL i_I E�'IFNTS ALL 61R.UCTURES i.20 0i'22 INiIARD EriCLOSED STR!1CTij ES 111, .0112 OUTWARD OPEN STRUCTURES 1.60 :0167 OUTWA ORD PARAPET,1. _ : 01332 INWA ID/OUT4,AS" ROOF rELE 'iEP;; a ECLOSEIi STRUCTURES it i �:_ I ni i , i !.: LESS THA 1. ;( tl 12 1 O ar: RG OUTWAND OPEN STRUCTURES SLOPE LESS THAN i s 12 1.'60 s0410 OU I ',,dA RD LOCAL ::^RE!? hT DI lD{iri�jii_'r DESCRIPTION Co pl1%SF) DIRECTION ------------------------;------------------------------------------------ WALL CORNERS x.00 007 OUTWAnD CANOPIES OR OlVERHANCS• AT (F_ _ VrLEAJSrY n, %,Bi i1�:5 jrW) 4�00F RIt�4C� AT EMD'j * PHIL=iIP..rti-', OR EAVES AND ROOF EDGES n:T BUILDING" CORNERS ;,iii; il_,0` , UPWARED EAVES OR. RA?:ES N T.H. 1UT iliiEnHA1 G:_ Ahi :O r'_.1I 1111- X13 id�h'` (.,RD R.: L1][_ �tr7a'i\, �•i++ _„li_:li:'', __-'"'1� t ,i ----------------------------------------------------------------=-------- REV 4-17-92, LATERAL DESI DATA -------------'----------------------------------------------- DESCRIPTIOiJ i? ' ________________________L-_-_-_ GENERAL nATa Ex11-10SIlRcr > B C� :62 , HEIGHT E%P. D EXP. L'. EXP.*E 15.00 1,39 1,06 .62 BASIC WIND SPEED ? 80:00 qs 16.40 II,POR T ANCE FACTOR ? I . (K) 9-THOD l,l')i? 'JDR�iA FORCE ;METHOD RO� !F r.l�•H > tiro . IN 12 H 26:57 DEGREE'__:_, r=Ce. $Cgbtsg1 PRIMARY FRAMES AND SYSTEMS DESCRIPTIO ------------------------------------------------------------------------- C•q DeKSFi DIRECTI:N LdiP;D'='tiit' 4'ALLS 1!41NS ,;a) ,ti()ei IU:tiAIiD LEEWARD WALLS 5i ,0051 OUTWARD TOTAL WALL ROOFS: WI°JD PERPENDICLILAR TO RIDGE • LEEWARD OR 'FLAT ROOF 70 :6071 OUTWARD WINDWARD ROOF o,i JPE �: I L TO LESS ! ANN Y; 11 .9!) 0)?y2 OU i WARD DR SLOPE 2:12 TO LESS THAN 9!1' 30 0031 INWARD ROOF TOTAL 0102 ` WIND PARALLEL TO RIDE AND FLAT ROOFS 77 :0011 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION P(KSF) D1RECT1OKI ------------------------------------------------------------------------- W!„LL ELEMENTS . • ALL 5(RUC 1UJRE3 1,20 .L!2< <JrJ::L ENCLOSED f RJt 1 _..__ fU, 1; : e . OPEN STRUCTURES 1.60 -.0163 C!UTWAn.D PARAPETS 1:', 0132 1NWARD10UTWlt:RD . - • ROOF F LE!IEN ( J E NOLO E D STRUCTURES SLOP= ”°t! 0:1 _ LENS Thr.: 1, It ) :1112 OUTWARD - I1!PEN tiTl RUICTUh.ES . yL��'rE L_SE tHAii 7: 1c ,.OL) :Ui6' 0i IT+; e --------------------------- --------------------------------------------- REV 4-3-92 LATERAL DESIGN DATA - i---------------------------------------------------------- �------------- DESCRIPTION >? -------------------------------GENERAL DATA ------------------------------ EXPOSURE ? B Ce ) 72 ' HEIGHT EXP. D EXP. C EXP. B ? ,06 1.i0 1.19 .72 BASIC WIND SPEED ) B0:00 qs ) 16,40 1MPOUR TANCE FACTOR 1,00 THOD 1.00 NORMAL FORCE METHOD ROOF PITCH 6.00 IN 12 H ? 26.57 DtGRr p= Ce i C g I q s I I PRI:."1mRY FRAMES ANIi SY5T EMI _ DESCRIPTION Cq p(KSF) DIRECTION ,• , •:MALLS 1rINDWAkD NnLtS ,hU .+1094 INWARD LEEWARD WALLS :iii .0019. OUTWARD TOT.'.',L WALL 01i ROOFS - WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF :70 .0083 OUTWARD WI4DWARD ROOT 1 OPE =;' 2 TO LESS THAI, 9;12 .90 010 OUTWARD OR I,SLC: E �.T :4 IESTUAAtJ. 9;1 107 I'll. RD TOTAL (1 WIND PARALLEL TO RIDGE AND FLATROOFS 70 cl08' ijUTWAfi:D ELEMENT IS AND ...hf•ONE!"T DESCRIPTION Cq p(KSF) ------------------------ DIRECTION ------------------------------------------------- WALL ELEMENTS ALL STRUCTU:".,E 2i1 .6142 INWARD 'r1?CL OSED -STRUCTURES.' 0130 OUTWARD OPEN ,TR.jliTU 5H L 1:56 .6189 OUTWARD PARArLTS 1.,:, tli_4 i.,WAnDiOUT:dARD ROOF ELEMENTS El 'LO STRUFTtIREL ; SLOPE LESS THAN 9:! 1:10 ;0130 OUTWARD OPEN STRUCTURES SLOPE LESS THAN -;12 0189 OUTWARD LOCAL AREAS AT 91SC01,T1INUITIE_ ' DESCRIPTION Cq p(KSF) DIRECTION WALL i OhNEh: 2,1111 023 ' U i WARD CANOPIES OR OVERHANGS AT EAVES OR RAKES 2,80 .0331 UPWARD R_OF R � ES AT ANDS G. _. I_D.�1 ROOF Illy r 'r G11 i T GS . OR EAVES AND ROOF EDGES AT BUILDING CORNERS ,113i4i UPWARD , OR RS WITHOUT 0VERHAidGy SAVE=: AKE AIIAY FROM SijILDING CORNER'_ AMD i,IAf Fri:riI_iS F m_JFh 1_ _,1 ;11•�3:UrW�A-.sn11RT^I�_^ . S7 0 ` --------------------------------,------- REV 4-3-92 LATERAL DES!,., ----------------------------- DATA -- ------------------------------------------------------------------------- DESCRIF'TION -------------------------------GEf?ERAL DATA------------------------------ EXPOSURE > 9 ' Ce > .76 HEIGHT EXP. D EXP. C- EXP. 9 30,00 1.54 1.23 .76 BASIC WIND SPEED > 080.00 Gs 1 16.40 IMPORTANCE FACTOR ? j.11l: _ METHOD > 1.00' NORMIAL FORCE C ETHOD ROOF PITCH > 6.00 IN ii 9 > 26.57 DEGREES P=CesCgIIg4i i PRIMARY FRAMES AND SYSTEMS, DESCRIPTION ------------------------------------------------------------------------- Cq p(f:SF) DIRECTION WALLS WINDWARD WALLS :90 ,0100 INWARD LEEWARD WALLS �.ii 0062 OUT1!ARD . TOTAL WALL 016E ROOFS: 4'1Nu PERPENDICULAR TO MIDGE LEEWARD OR FLAT,ROOF .70 .0097 =UTWAR D WINDWARD ROOF SLOPE 2:12 TO LESS THAN 4:12 .90 .0112 OUTWARD OR S_OrL �2:12 TO L_5_ THAN 4:12 (10. .7 1 ROOF TOTAL 012= WIND PARALLEL i0 RIDGE AND FLAT ROOFS 70 0097 OUTWARD ELEMENTS AND COMPONENTS IESCRIPTI-N Co D(f'SF) DIRE --ION ------------------------------------------------------------------------- WALL ELEMENTS • ALL STRUCTURES 1.20 .0150 INWARD ENCLOSED ST RUCTURE5 _.10 .011 OUTWARD OPEN STRUCTURES 1.60 .ii19� OUTWARD rti4ArrTS 1,30 .J.�c INWARD /OUT !WAnt+ ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9:12 1.16 A137 OUTWARD OPEN STRUCTURES SLOPE LESS THAN a: 12 1.60 015? OUTWARD LOCAL AREAS AT DISCONTIf!IiTIES DESCRIPTION Cq p(KSF) DIRECTION ------------------------------------------------------------------------- 4FL_ CORNERS 0249 GUT��ARD � CA::iiE Icy OR Db Er:H;.ftb6 AT OR 2.9;i ;344 UPWARDFAVEn ROOF -RIDGES AT ENDS OF BUILDINGS ,. ' OR EAVES.AND ROOF EDGES AT SUILDING CORNERS 3, ii;j .(]J"4 UPWARD EAVES OR RAKES WITHOUT OVERHANGS F:�.r;Y FROM BUILDING, C{iRNER., :;IN17 _ 4.I<!t-t �WA1'-h'�I:'; tnf l;_ j S7 0 ........... 2 0 J S • �� e 5 a- 3 � f �r�pin � w�r��, Intel• �� �B 0yit�x k-l^•t t, 3'S1 13 36 . .14.4 R �' S 4 Z S Dh jo 6.33 ' 2 �2= �` q -(Z 4, 9) .o154.4 12511 t<,062) �4= C13�•oISS)4,61{ S(.a(ZS')7,61 4- -2>8 41- -q4-/z (,aIS4�-� r\28Ii ' k >`s= C 5 E) ,oils .+ 3� �.d/s� 4- 4- -) - u wsr/.-esr (16;-7 0,) ,,,154-4. lCo4+ 1012 + 11 �1.)) •0125 \+ 2-1 (.012-> �f 3� -\: 3, ► S `` 4 + `� O�Z-� , o I Z S + 16 z �, I S4) �- 21 �, 016'L� Z`1 /31 ' Z. 6 -130 '10 , +c5 .exp �2 [o '�'1- -4 3j C,�Vo2�7.33 k 39 C•O(JZJ I�• ,OlS�II� _ , 4' � C , ",QST i s 5,0 s 5,0 Gz 412pk, (g W/kk4 - :j �A� r�2fr WrNdwc1w-�/n�. 2xC-e- " X12, ZOU.01 OZ- 00 h 70 o h\ A cp i . 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TD Vi 6L _ i h lei 5,0 z z 4- loo e i7 1 �, �6� = 3.32 -t, e. -�wce • C �1 f� 2 A f 2" Z x 6 .J -71 YL 4e, X8.0 Sr�l nA k -•y . li��xio CSG -- �`3s �35� �z "� �- � s•C� �I + 1 �4-7 0 C, RRA-vL i 1 100 45 i2 SlL gig8 a m.= a I i i 1 �I £O£'Z A OOO'LZ 0 Oo0'LZ _ 000 A 0££10 M 0££'£i r 3380- ZA IA 9Nd0 INN 0/M 1NNUS (A 11dMNd3HS) 13/SdIA 0SZ' < (A) SllUMNd3HS - 1003 83d 8V3HS 1-/SdIA < ZA 01 3(10 MRS WSVSHd0IU 133- < ZA 01 133rons HAND 1R M A 900' ( IA 01 Ka Nd3HS W9VSHdUIU 133- U££'Ob < 1A 01 1O rau H19N31 SdIA < ZA SdIA Ott•'£ < IA -------------------------------- ANyWWAS-------------------------------<- {{ I 3NI1 - Z 80013({ NOIidINOS30 --------------------------------7--------------------------------------- S3380- 801331103 Z6-94 A38 ---------------------------------------------------------------------- LOI'I- A MIS M 000'9 - _,10 o IJS� L00'- A 000'6 0 000'6 I9£'l A 09L'S M OSL'S 000' A 00071 0 OOo'ZI 30803 ZA IA 9Nd0 Ilum O/M ANUS <A 11NMNd3HS> 1-/SdIA S££' ( (A) S11dM8d3HS - 1003 83d 8U3HS 13/SdIA C ZA 01 3110 DNS WSVSH"la J 1333 t ZA 01 103P8(iS H19N31 1-/SdIN £il' ( IA 01 3na NUNS WMHdfla 1333 OSL'I£ < IA 01 AMU H19N31 SdIA < ZA SdIA 009'£ < IA --------------------------------ASHES--------------------------------- U Z 8001- « -------------------------------_ -- -I-- ----------- S33803 801331103 Z6-94 A38 ------------------------------------------------------------------------ e i1 S J LZZ'i A UL9'£i 0 OL910 1'22 �- S1 S7 £O9'Z A O££'91 0' 0££191 z 0 A 000'ti M OUo'Ii 3360- ZA it, 9Nd0 INK 0/M INDUS <A 11UM UND 13/SdIl 9Z£' < (A) S11dMNd3HS - 1003 N3d Nd3HS 1-/SdIA { ZA Ol 3f10 Nd3HS W9tl8HdbIU _ 133- < ZA 01 13309(19 H19N31 13/SdIA 060' < IA 01 3AG Nd3HS W9tlNM N 133- 000'Ot < IA Ol 133P8nS H19N31 SdIA . <. ZA SdIA 069'£ < IA ------------------ -------------- ANtiWWN6--------------------------------- b 3NI1 - Z 80013« N0I14830 J ------------------------------------------------------------------------ 63380- 801331103 Z6-9-4 A38 ------------------------------------------------------------ ---------- t -� z29�S Otr'Z A 00011 0 00011 . OSL'2 M 09L'9 000' A 00071 0 OOO?ZI 33803 ZA IA 9NdO 11VM O/M 1N3W93S {A llVM8V3HS> 13/SdIA 096' < (A) 611VMSV3HS - 1003 83d SUBS 13/SdIA < ZA O1 3(10 OHS W9V8HdVI0 1333 < ZA 01 133f8(1S H19N31 13/SdIA' ZL1' < IA 01 NO 8V3HS W9V8HdVI0 1333 09VU ( IA 01 1331'8(1S H19N31 SdIA ( ZA SdIA 096'9 < IA -------------------------------- Adown5-------------- ------------------- 0 3NI1 - I 8001 NOIldI83S30 -------------------------------------- - 4 533803 801331103 Z6-9-6 US • ------------- ----------------------------------------------------------- IB9'1 A OL911111 0 019'il1 L9S'i A OU191 0 021'91 . 0' A 000'11 M 000'11 338 ZA IA 9NdO 11VM O/M INDUS <A 11VMSURS> 13/S Ltr6' < (A) S11VMSV3HS - 1003 83d 8V3HS 13/SdIA < ZA 01 3(10 SUMS W9V8HdVIa 1333 Zfl Ol 103ron s H19N31 13/SdIA Ul' < IA 01 BLOM W9V8HdVI0 1333 000'06 < IA 01 133rm H19N31 SdIA < Zfl SdIA OZ61 { lA -------------------------------- A8VWWA5---------- ----------- ---------- 6 All - i 80013« NOIldI BO S33803 801331103 Z6-9-6 A38 -------- -----=------------------------------------------------------- Z60'i- A 00919 M OOS19 ZO'F- A 009'11 M 009,11 000' A 000'61 0 000'61 �Z 33803 ZA IA 9Nd0 11VM 0/M ANDS .<A 11VMSURS> 13/SdIA LN' < (A) S11VM8V3HS — 1003 83d NUMS 13/SdIA < ZA 01 3(10 8V3HS W9V8HO19 1333 i ZA 01 133P8f1S H19N31 13/SdIA 691' < IA 01 3f10 8V3HS W9V8HdVIQ 1333 000'a < TA 01 133P8A5 H19N31 SdIA < ZA SdIA 068'9 ( IA -------------------------------- ARMS ---- ----------------------------- Z 3NI1 - 1 80013({ NOIAI83SM ------------------------------------------------------------------------ S33803 801331103 Z6-9-tr A38 ---------------------------------------------------- ------------------- REV 4-5-92 COLLECTOR FORCES -• ------------------------------------------------------------------------ DESCRIPTION >)FLOOR 1 - LINE 4 »-------------------------- ------------=--------------------SUMMA----------------------- - f S 12-11p vi V1 > 2.700 KIPS YJ o -'I (�"'- I �'�ce S/rG� V2 > KIPS LENGTH �' LENGTH SUBJECT TO VI > 40.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .070 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > YIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .253 KIPS/FT <SHEARWALL O SEGMENT W/0 WALL OPNG V1 V2 FORCE 11.000 W 11.000 y .0nn 15.330 O 15.330. y 2.01 2% CS 13.670 0 13.610. y . ,,U KO �0-h 'ttz/��. t • y • •------------------------------------------------------------------------ REV 4-5-92 COLLECTOR FORCES ------------------- --------------------------------------- -------------- ��' DESCRIPTION >>FLOOR 1 - LINE E ---------------------------------SUMMARY-------------------------------- V1 > 1.860 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 24.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .078 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .465 KIPS/FT (SHEARWALL v> SEGMENT W/O WALL OPNG V1 V2 FORCE 2.000 W 2.000 Y .000 12.000 0 12.000 Y .775 2.000 W 2.000 Y -.155 /ro o l� . 8.000 0 8.000 Y .620 ------------------------------------------------------------------------ REV 4-5-92COLLECTOR FORCES .----------------------------_---- ---------------------- DESCRIPTION >>FLOOR 1 -'LINE F » ------- ------------------------SUMMARY-------------------------------- V1 > 2.760 KIPS V2 > KIPS LENGTH SUBJECT TO V > 20.000 FEET DIAPHRAGM SHEAR DUE TO b ) .138 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 ` KIPS/FT SHEAR PER FOOT SHEARWALLS (v) > . 53 KIPS/FT CSHEARWALL 0 SEGMENT N/0 WALL OPNG V1 ' FORCE 8.000 0 8.000 Y .000 12.000 W 12.000 Y -1. 6.000 W 6.000 N -.920 ----------------------------------------------------------- REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >>FLOOR 1 - LINE I ---------------------------------SUMMARY-------------------------------- V1 > 4.020 -KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 44.580 FEET DIAPHRAGM SHEAR DUE TO V1 > .099 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .459 KIPS/FT <SHEARWALL v> SEGMENT W/O WALL OPNG V1 V2 FORCE 13.330 0 13.330 Y .000 _ 6.500 0 6.500 Y 5.500 W 5.500 Y 1.964 12.000 0 12.000 Y G S / so 3.250 W. 3.250 Y -1.171 - r REV 4-5-92 COLLECTOR FORCES ----------------------------------=------------------------------------- DESCRIPTION »FLOOR 1 - LINE F -------------=-------------------SUMMARY=------------------------------- V1 > 2.760 KIPS V2 > KIPS, LENGTH SUBJECT TO V1 > 44.500 FEET DIAPHRAGM SHEAR DUE TO V1 > .062 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .153 KIPS/FT (SHEARWALL v> SEGMENT W/O WALL OPNG U1 V2" FORCE (n� 16.500 0 16.500 Y .000 - �C 12.000 W 12.000 Y -1.023 6.000 W 6.000 Y .072 10.000 O 10.000 Y .620 4 ,o ? 07 • ,---------------------------------------- --7--------------7---------- REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >>FLOOR 1 - LINE J » ---------------------------------SUMMARY-------------------------------- V1 > 1.600 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 15.670 FEET DIAPHRAGM SHEAR DUE TO Vi > .102 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .300 KIPS/FT CSHEARWALL v> 13 - 61 SEGMENT W/O WALL OPNG U1 V2 FORCE 15.670 0 15.670 Y .000 2.670 W 2.670 N -1.600 8.000 0 8.000 N -.800 CIj-0 O . 2.670 W 2.670 N -.800 • r X1.1 S CSM S� r' - ------------------------------------------------------------------------ REV 6=24-92 STABILITY OF SHEARWALL FOOTING 10/21!92 ----------------------------------------------------------=------------- DESCRIPTION >)LINE 4 FOOTING -------------------------------------------------- WALL LENGTH > 11.000 FEET ---------------------- HOLDOWN FORCE > 4.970 KIPS Mot > 54.670 FT -KIPS ASSUME FOOTING LENGTH > 13.500 FEET TOE LENGTH > 1.250 FEET HEEL LENGTH > 1.250 FEET MINIMUM Wdl OF FOOTING > .900 KIPS/FT FOOTING Mr > 62:005 FT -KIPS EWdl FOOTING > 12.149 KIPS - e > 4.500 FEET L/6 > 2.250 FEET • OF FOOTING ! RESULTANT OF FORCES IS NOT WITHIN MIDDLE 1/3 L' > 6.750 FEET p MAXIMUM > 3.600 KSF p AT WALL FACE AT TOE > 2.933 KSF MAX MOMENT > 2.639 FT -KIPS ALLOWABLE SOIL BEARING > 1.500 KSF MINIMUM FOOTING WIDTH > 1.804 FEET FOOTING/STEMWALL DATA STEM WIDTH > .670 FEET STEM HEIGHT > 1.500 FEET w > .151 KIPS!FT FOOTING WIDTH > 2.500 FEET FOOTING DEPTH > 2.000 FEET w > .150 KIPS/FT w TOTAL > .901 KIPS/FT <OK> 1.001 MV -6=24°92 ---------- STABTCITT-OF-SREARAACC-FOOTI----------------------- IG 10/21/92 -------------------------------------- -- -- - ------------------ (^ . DESCRIPTION >>LINE.D FOOTING » ------------------------------------------------------------------------ WALL LENGTH > 5.750 FEET HOLDOWN FORCE > 9.750 KIPS Mot > 56.063 FT -KIPS ASSUME FOOTING LENGTH > 12.000 FEET TOE LENGTH > 3.120 FEET HEEL LENGTH > 3.130 FEET, MINIMUM Wdl OF FOOTING > 1.160 KIPS/FT FOOTING Mr > 84.094 FT -KIPS £Wdl FOOTING > 14.016 KIPS e > 4.000 FEET L/6 . > 2.000 FEET • RESULTANT OF FORCES IS NOT WITHIN MIDDLE 1/3 OF FOOTING ! L' > 6.000 FEET p MAXIMUM > 4.672 KSF ; p AT WALL FACE AT TOE > 2 ^ KSF MAX MOMENT > (P T -KIPS / S -e— 2 C - ALLOWABLE SOIL BEARING > 1.500 KSF MINIMUM FOOTING WIDTH > 2.342 FEET FOOTING/STEMWALL DATA STEM WIDTH > ,670 FEET STEM HEIGHT > 1.500 FEET w > .151 KIPS/FT. FOOTING WIDTH > 2.670 FEET i FOOTING DEPTH > 2.670 FEET w > 1.06q KIPS/FT w TOTAL >- 1.220 KIPS/FT . (OK) , � 1.045 r 9/ e ------------------------------------------------------------------------ ��' REV 7-17-91 CONCRETE SECTION MOMENT CAPACITY ------------------------------------------------------------------------ DESCRIPTION >'LINE D FOOTING ------------SECTION DATA----------- ------MATERIAL CONSTANTS --------- b > '32.000 IN :F'c > 2.500 KSI d > 28.000 IN --------------------------------LOAD DATA ------------------------------- OVERLOAD FACTOR > 1.300 WIND OR EARTHQUAKE LOADS ACTUAL MOMENT > 18.800 FT -KIPS SEE CALCS ALLOWABLE MOMENT ' 19.229 FT -KIPS SAFETY FACTOR > 1.360 MUST BE GREATER THAN 1.33 ------------------ ---------------SUMMARY ACTUAL As > .4000 INA 2 p MIN > .005 (200/Fy> •p ACTUAL > .0004 (p=As/BID> T > 16.000 KIPS <T=As#Fy> a > .588 IN. (a=T/(RtF'c6B)> 8Mn > 33.247 FT -KIPS (0.9dT11D-a/21/12' Mu > 33.247 FT -KIPS (OVERLOAD FACTORISERVICE MOMENT> MAX SERVICE M ' 25.575 FT -KIPS i 6 8 mob' I ,r ------------------------------------------------------------------------ t REV 7-17-91 CONCRETE SECTION MOMENT CAPACITY ------------------------------------------------------------------------ DESCRIPTION > LINE I FOOTING ------------SECTION DATA ----------- ---------MATERIAL CONSTANTS--------- ; h > 8.000 IN :Fc > 2.500 KSI d > 22.000 IN -------------------------------- LOAD DATA ------ =------------------------ OVERLOAD FACTOR > 1.300 WIND OR EARTHQUAKE LOADS ACTUAL MOMENT > 15.560 FT -KIPS SEE CALCS ALLOWABLE MOMENT > 21.705 FT-K.IPS SAFETY FACTOR > 1.855 MUST BE GREATER THAN 1.33 ---------------------------------SUMMARY-------------------------------- ACTUAL As > .6200 IN"2 p MIN > .005 (200/Fy> p ACTUAL > .0035 (p=As/DtD> > 24.800 KIPS (T=AstFy> a > 3,647 IN. (a=T/(RtF'ctB)> i EMn > 37.528 FT -KIPS (0.9tTt(D-a/2)/12> Mu > 31.528 FT -KIPS (OVERLOAD FACTORtSERVICE MOMENT) MAX SERVICEA.M > 28.868 FT -KIPS 92 \l I t " ,R ___ _I_-k�t/s� 445 d\ R I - 1 2(05 485` 14- I - cl 4- W3 VJ Ol T7 - IS -7, 9 4- 04, 9 m, cf ars i7" C�e,P awe ZK,� �_� a3� ssax o-t7u�u (0 vzll I Pf?3 SSE A R A 0. 1869\3 REN. -Lp �qkT) 4 AR HA o. 8693 HEN. � �F C f6 S -S s,Sr: �•Sr S,s hl ;-79 z2. off. I n 7, 7, x /o`') Seo AR�,y HA{�r,�� S� o. 6g3 � REN. �F C A��� 6 I0G 0200,, 3 911AI /7Z,/ -7 S" n 2 7- S" -2- r-- 4 c, c�I- Q- �N Q - 36 4-.1 f F5 c, N l311Y6" 7,o/ DF Aara 121x= 2i i IM! , r u %'' i i --------------------------------DEFLECTIONS------------------------------ DEAD -------------------------- -DEAD LOAD DEFLECTION > .087 IN. LIVE LOAD DEFLECTION ' > .350 IN. L/ 412 TOTAL LOAD DEFLECTION > .437 IN. L/ 329 • t 4 ; JU . I�tia�9 3 r . •Y ' M , $ ------------------------------------------------------------------------- REV 4-16-92 T .TS --------------------------------------------- DESCRIPTION )> ---------------------------- ---------=---GENERAL DATA-----------l----------APPLIED LOADING ----'.------- SPAN LENGTH > 12.000 FEET LOAD DURATION FACTOR > 1.000 SPACING > 16.000 IN O.C. !DEAD LOAD > ,010 KSF JOIST/NAIL/GLUE > G J/G/N !LIVE LOAD > .040 KSF REPETETIVE ? > Y (Y/N) ;TOTAL LOAD > .050 KSF !TRIBUTARY LOAD > .061 KLF !CONCENTRATED LOAD) .000 KIPS 0. UNIFORM LOAD > ,000 KSF ---------------------------MEMBER DESIGN LOADS--------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > 1.200 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR > .400 KIPS USE FOR JOIST DESIGN MAX REACTION > .400 KIPS USE FOR CONNECTOR DESIGN CONCENTRATED LOAD MAXIMUM -MOMENT > .000 .`FT -KIPS LOAD AT MIDSPAN TYPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR > .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION > .000 KIPS MAX REACTION > ,000 KIPS . USE FOR CONNECTOR DESIGN -------`-------------------------JOIST DATA ------------------------ ------- D&1/aS �_. TRY >>9.5 Tgl?Lz- ACTUAL STRESSES ALLOWABLE MOMENT > 3.290 FT -KIPS 1.200 FT -KIPS ALLOWABLE MOMENT WITH LDF > 3.290 FT -KIPS (00 -ALLOWABLE SHEAR > 1.120 KIPS .400 KIPS ! ALLOWABLE SHEAR WITH LDF > 1.120 KIPS COK> } I - JOIST GLUED AND NAILED > 186.000 IN"4 i --------------------------------DEFLECTIONS------------------------------ DEAD -------------------------- -DEAD LOAD DEFLECTION > .087 IN. LIVE LOAD DEFLECTION ' > .350 IN. L/ 412 TOTAL LOAD DEFLECTION > .437 IN. L/ 329 • t 4 ; JU . I�tia�9 3 F3- - �; �. oo Co C.C) + f�C'of>C6'/'f-21 0S -ry-4-7 q - „/a rg 3 r -3-s P � see � sl C <�- h 5-3 . C,R-P- -P , 0 t1?hh3 Cp ::�O ►rdc Q I P 1 I I I 1 1 G 1 N 1 1 1 1 I I 1 \ 1 I I I I I N CJ I A 1 1 I I 1 I I X J I I 1 1 I 1 W .-. I I 1 W O I 1 1 J 1 I 1 O W C• I 1 1 r� d-0 1 I Q lfJ Sl7 1 .I i 1 I W la i �.. Q �- ' 1 1 I I f- Q -+ •� LSl eJ• I 1 m I � 1 Y .^. 3c: I W I 1 d a I st t o o t u-1 I 1 �••-� I I v v 1 !- Q 4. 11 41 11 1 1 17 1--- O I J I I rn !- r-3 1- , 1 1 U'] •-+ LL I 1 li. Z I_I•. 1 I 1 Q .•-. 1 /•. r- I O rn fn cn O enffl LO I rte.+ ]L CJ N i 1 I 1 1 I fL Q W C= i 1 Y O 1 1 !- CL- t1 W !- .-. L1. CL - I I I !- Vi Z f l Z 1 1 I U 1 1 V -� I U lz Y ].-I U J i4 �: F- W 4 .-• f-7 .--. 1 I 1 I 1 1 L7 I 1 T 1 I I Q Vi O •� Q :• O + W -0 I 1 I CC 1 lL I W y- ."'• cr }. H7 •�• ca = ", W U J C 4 t\ P I til I I I 1 I W 1 1 J Q !•- Cf) Q 4n 3 G. -0 •a' IfJ 4 3 t2 N O O W f l LtJ '-• U'j G-0 CJ W S cn cn W �-� ti ti -0 CC .... - I H I 1 1 W Q - • CL Ga_ U. 4. LL lY W rJ CV Q P If'} O +-� CV + I G I O 1 I 1 I O Cf] 1 I f.n LD L, M .a-1 •--1 LL Y .-+ x Y� YJ? 1 .,,. !•-- -+ Cfl -•• I I I 1 G L'1 I 1 W =4 P ' r D_l 1M IA - CC I Z 1 '-+ I 1 I I lL \ I 1 f� 4 IfJ •-- �_ IBJ N ...' 1�+ N +S P -0 OC1 N7 •--' Il` Vi H C7 fn d L7 G 41 to r.A G Lf 1 1 1 Y 1 I 31: 1 1C3_... W Q W Q OW M--• d, ^-^ 1-0 1 I 1 1 O G O Q O N •� 1 W I IY W La.l = 1 1 1 1 +.+ G �' !- G W 1 �t'. I O IY 6 CC i W� �•-� -0 tJ7 !-- I I 1 I V 1 6 P U7 O q pLl I W En 1 U U 1 O-0 C+1 N G N Q Z 3 3 4t - + co N ..--� I IZ: rn I Q LLI Q W 1 4 �= U F- ]E 41 W W W' I I 1 I 1 LL Q A W F- 1 I -••+ �. v 'b O W W 1 l.L. �_ 'CI LL _ ti ZI 1 I +O La U CCJ •G L7 =j =1 Z W W 4t f.n rn W /� /'. I VJ J- 1 1 I,- S 1 F- O I .Z' ^ 2 .-� .J :-n C Z S CY. LY Ir I I Q CC U I I C.I'] W Vl W [l� fn 1 + j U -CI W UP Z U L W b! 1 I N terry G \\ d �• VI W O Q Q Q Q Y, W d 174 CO CQ •Z.r �1 t1. W L �I Iry YJ a Q I I J O I � W H C.: .-.. 1 I.. :�-. LL 1 N Z W LCI O �Zr •� lf7 -0 n' I 1 1 !•-• I 1 1 q U 1 U I ` < 14: T W J LSI a CC I rn !A cn W I I •-' 1ti1 �- d d 11 "lt1 W W . CC 1 N I 1 Q T+ I 1 N •-moi 0 •-1 .r .a-. 19 W I A U W s•r 1 1 s C N I.0 •--. O_ G O O r-1 T 1-- W x LY � t7.1 I F- -� .. F- I CC G. Q H W +e .�' Z A 1 I 1 I U I l'n 1 I Q .J d O Q 1 Z 1 W Q LY t 1 rn I--- s"3C W Q Q W G: d 1 I J .1-. LL tU "•� J .a.. Iy y �-• I 1 y G rL A d A LS, I= E` LV 1 f 1 W 1 J ;fi= G 1 !•-- 1-- O 1 LL1 W U In CL m Q W I Q C C.1 Q C v 1 C W W W W W � '--+ L9 I 1 I 1 A I CC J 1 W [�] f- i Z 41 I:C I -� II Z 11 I LC IY [C CC CC = Z LL I 1 1 Z LL W 1 U ra-1 rZ•-� ra-i d 1- I= C3_ La a 1 1 1 I r--• ►� 1 Z U W I 0 CD G -J I= 1- H 1-•- CC= I Q II I I 11 11 !"- I W 1 I O a 1 O 0 0 ^+ O O O W. CC I .... �' G •Q-1 7 C I =1 41 W W 1 L1 1 CC 1 I Z O J'-s.I 1 U 6 I LL L.L A l.L 1- F- Z LL 1 A 51 C] ?:> ��� JU8.NUHSE� >> ���L~ . DAT[ � ) ' STRUCTUKAL CAiCULATl08 FOR PR0JECT >>N0H140UTKA R[SlDO- NCE NANE >>R0LILA ND D[LL COHS71 KUCT0N ADDRESS }>PARA8lSE, CALIFORNIA BRUNO �0 HAWK{NS - ��lNEERlN6 CONSTITUTION DRIVE SUlTE A ' ' pi lCO ` CALlFOkNlA 95926 ^ (916) 895-U25 U^ | ' \p�7� . .^~ ' . AR MOTE; REFERE-[ PLANS BY OTHERS. NU JUD6E4[NT UR HA OP00N lS RENDERED OR lMpLl[D KEGAK0MG ASY[CTS OF THIS STKUCTURE NOT SP[C[FlCALLY NOTEU HERE0. ,, � . ' - � ' _ , BUwvu~COUNTY ` BD8 / , '_--- ` ' -^ APPROVED / ^ ' ` ' . . ' ` , ` J 3 W 2 (, 4 g//8 Xis cz� 5 IP'IGf;Es,S1.BF • ----------------------------------------------------------------------- i -� n. -�r,� T -i i^n� r - n-. REV -i_-91 B=.,:! WITH INCREASING UNIFO M L0A1, 10/i::'`'= ---------'--------------------------------------------------------------- DESCRIPTION `'; HB -1 ------------------------------------------------------------------------- SPAN : • 2z. `iiiO FEET LDF ------------------- ------------- !�i ---------------------------------- ' LVA INN i i ;- 11 ;rr i , ,`r id:Ii iORM DEAD LDA =; LEFT .t:., K iP�lFT UNIFORM LIVE LOAD AT LEFT > .6.0 KIPS/FT 'i'" R __ G! :: !�,.:, DEAD Li,ali AT RIGHT k;IPSiFT U N 1 F G, RiN LIVE LOAD AT RIGHT > .340 KIPS/FT REACTIONS LEFT DL 17 k:IF'S LEFT LL 1.213 KIPS i L ILi ^-08 vrc RIGHT DL ? 1.954 I IF'Ll, RIGHT LL ;' 2,550 KIPS rll�_T1! T! ) L• J�f Fi"r!D ?OIiJ1 OF INFLECTION— .............. AT > 12.866 FEET FROM LEFT SUPPORT MAXIMUM! MOMENT ? _ 19,961* FT-PIPS --------------------------LUMBER`DESIGN VALUES -------------------------- BASE VAL i!Ecl n 122 SF`E:. .� GRADE Fb :=' Fv FC- FCll F DF=:L 24F -V4 - T. 11DCi 16S 610 1650 18�i fi0;1 MEMBER ACTUAL WIDTHSS) 25i1_(-�II_Nf C!=•H1lEC� . ., � MEMBER ArTUAl' DEPTH REPEHTIVr !Y/N)' .� N - ILC rtiCIOK i<t iAPF'L'f TO fJi l 1416 SIZE FACTOR C* 1AP"i Y TO Ft) > I.(10f) SIZE FACTOR C+ (APPLY. Tl Fl 11 > 1;i1i�D REPETITIVE PENB': FACTUIi Lt' u,iu r" SPECIES GRADE F Fi F - I C,• i -!-A Ji :_ 24F V .4i 11,0 .6, 656 ,6. p le„ti,,;,(i 104 tr9 Ch _ Rilir I�?i 2741 F:TCUu� ki H RE slir:ED 7 ?'I.i:4 IICL 1 V 165 PSI USE ,xX -5.125 Ni . Y: 1 15,01010ey 1N, p «L:IIIAL > 76.875 i% 41„216 :Df: I ACTUAL 1441,406 r --.----------------------------SFr ---------------------- DEFLECTIOilS t EI DL LL TL DEFLECTION DUE TO LNIF-iHn LEAD i 6472/296 7c?441?0 1.'4' 1 16e8 _ r� DEFLECTION DUE TO VARYING LOAD /:9984Eo 9,2175eB 1,1916E9 E i:_;Ililllil4; PS1 OEFQl LOAD DE.IN. L;1%`•L!0AD tlEF!l C�0CT l0N .4:i�ei .. -i! U6i' 0,i'.. 5. T,TAL I GAD DERL ECTION ! _"- �! i ?44 : 0:.,.'i Z IPJ' tf�Z- /S Sl X�5 �� �� �• �3 W 2= s, s z o 4-5� W2-2- q5(6�% , f: 0 12 -5 ct�ice `l -Ll- OJJ� IS _ z `ISM,►s� -5 ct�ice _ i, r� • ------------------------------------------------------------------------ REV 1-23—rig WOOD JOISTS — 'SF'Afd CA'ITY 1ui12?=_ DESCriIPTI;! »TYPICAL ROOF FRAMING ------------LIADINC DATA --- =-------;------------ GENERAL DATA ------------ DEAD LOAD ) .6426 KSF ;LOAD DURATION FACTOR > 1, LIVE LOAD > .070 KSF JOIST SPACIfiG > 24,000, IN, TOTAL LOAD •> .650 KSF ; TRIBUTARY LOAD > .16+? K L F -----------------------------------' , CONCENTRATED LOAD) .000 KIPS EO L!IIFORi4 LDAD .+"�'> KLF --------------------------LUBBER DESIGN VALUES --------------------------- DAZE VALUES SPECIES GRADE. Fh F} Fv FcL Fill 1 r -- r. 31 0. , ; - r_ f,OL �]� X75 �;, br.: 1_„I,; I6ij:.�truU fiEiBER ACTUAL !tID?H > i.S.II) IHCHES 2,( 7 E'B", ACTUAL DEPT { > 11: __, ' INCHES REPETITIVE (Y;fv1'r Y SIZE FACTOR CF (APPLY TO Ft1 SI.= FAur T 0R _. (APPI "r' TO Pt1 1. i00 S1ZE FACTOR C (APPLY TO F-;") - > t.ii_ICI REPETITIVE MEI;BER FACTOR Cr 1.1511 ADJUSTED VALU=S SPECIES GRADv cri F_i r. DFL NO2 1006-256 575. 600) K000 625,1)06 t 3CI0. iiAli (6iIiI l[I I ---------------------------SECTION PROPERTIES------------ SECTIOfJ MODULUS > 31.641 W71 AREA r 16.875 IIN'`2 2/1 1,2 SPANS ..Az. SHAN AS L_MTEi B.. ENDINr, > ;4,=;6? FEES Cl? 0 S T7= FEET SuE�rR 11_.,,i� _ TOTAL LOAD DEFLECTION (Li24(11 > 18.497 FEET :TL > .925 IH. LIVE LOAD DtFLtCT,ON 0 176TH > 19.151 FEET SLL > :638 IN. ------------------------------------------------------------------------ MAX SrAro AS i TiilIr BI �alyi EfvTA I-, �OyL,j ],4x1(1 F-=! CHECK STRESSES DUE I CufdCCNTRATED LOADING V MAX WITH LOAD INPROXIfiI T't TCI SUPPORT > .006 4 IP V CAP OF JOIST 1, 0o9 KIPS M MAX ',WIT!', _OAI% AT MIDSPAN' M CAr OF JOIST 6i ' rr r;PS r;-.. > -:653 FT-KirS (nuuf I t �J ------------------7----------------------------------------------------- REV 1-23-92 INIA-09 JOISTS - SPAN CAPACITY 10/12/92 ----------------------------------------------------------------------- DESCRIPTIOf::7TYP1%AL ROOF FRAMING ------------LOADING DATA -----------;------------GENERAL DATA------------ DEAD LOAD 02(1 lK, SF :LOAD DURATION FACTOR 1.150 L I t I CAD i .076 K S F ' TO -',T SPACING I ('10f) I N TOTAL LOAD :> , it50 KSF TRIBUTARY LOAD .> ,067 KLF ----------------------------------- : CONCENTRATED LOAD) .066 KIPS Eu UNIFORM LOAD j (160 K! _UMBER DF -SIGN VALLic5-------------------------- BASE V'A•_1ES rr,r r� --��- 3y. r_ r or,- f.IrS lR�� _ l� i L t- _F.- F DFL NO2 6 575 95 525 1_z0t 160!)000 MEM BER ACTUAL WIDTH 1.500 I!, !ED c MEMBER: ACTL!AL DEPTH 11.250 INCHES l MEF�TIT1rJ� V,/Ni? Y .,ItE FACTOR' CF (AF='! ; Tu rD) 0011) Si7_E FACTOR Cr (APPLY TO F`•_i i 1.600 ED' l'E FACTOR C+ (APP1 "' TO. F• ai 1,i;t)0 REPETITIVE MEMBER FACTOR Cr 1 1,151) ADJUSTED VALUES =r1-1, S (RADE = Ft FV FCL FCL E DFL NO2 100A,2 575.606 95, 600 6,25.000' 1 z0! fb wT� _ f GoS) q ►3 E A-,-" S L 13 li4 I =X --I w, M =1 I- V 3--, 1*0 3:1 u]LO 1m :;a r n r.rA Q X� --.R: M3 Co 1= b•:X]7-II- r-* r- -J3 sc, -n I 1"ri M n -0 Iz. III -I 39 M. --I rr, III m ia ;Z. -1 a-- I,l I r-- I 1 M. :Tz., X, 11 .7, 1:-1 C-1 0 I'"I I'll r- rli I..: C-1 1= I, -I m 'i rT III i�� 1= r I u I _j III I Cl 1*1 I= -.77 -.1 -1 rJ :Ll r- I- r- m rrt rm I I --I -I "r, m r1l 1 I =7 - - -4 -.4 C" . a 0-1 1 ;:c 111 ,_. I-, C*,) r r_j rte-r--. rn __l ::Cl_,, C= :n I jvt I I I Xl na x, U�l .-I I- r- r- r- c:) I. :T M. 'r moi rn C-1 T> , 1= I= it 1=3 -4 rll "I MK 3> 1== 3> I= :x:- 10 .,:e 3-1 M t=j m tz: r— I- I= Ln zv r__ IT III 1,1c7l I I =i: P?. 4 III n I, I C7, I 7-1 11" C, i: M Cn. 1 C,G r.:j aD r 1-1-1 M, :T> xz, X. e .4 I:_n I _0 C-,) co . . . . . .. r-. 3, 1:1.34 cc, Cl-. 1 IT ,1 Mr =M, 1 :0 . - I`J — -4 I -n r -I 1:,- rx, 1>4 xl Cl =3 m -1 co I tz� -:7.1 a-, 1-1 ::c 4 1 1 77 1,4• --a , Ll, Z_n r_ n Ci".. U_j rili uj -A 10 j o.. M.,-4 W -1 K -M :2t .-t Ln7l 1 .4- .4.. p,i L'I Z, rr I ri Ut 3> al CA I,_l 1=1 mr LO �X:. C, L4:1 Z7, rrl III S -1 ,-n h.3 C, 7J tr.. U.1 .< rt- CO -4 1,4 IT C., I C4 ;a,. -M r- -�,4 r- : - _rl cl. . M 0", C!}U-1 C-*. I P- I- -z EA 1/4 Ln I— 3> r --- Tl 4. M _r_Al- C•, rL, 1-4 n -4 :-5 rn 117; � fb 4-.. -- z ) " 1-7 76 zz� . q Z/� �04 26 LI 4-� ) 4 - i ------------------------------------------------------------------------ ` n- n r.ry'f WITH INCREASING r it 1 1 C R jl ( REV n -91 SCAM WITH NCREA_ING UNI lr:-i L_k ------------------------- ,._--___-____-_--------------------------------- DESCR PTION )) H-; ------------------------------------------------------------------------ SPA1-1 ? 12.5010 FEET - LDr !.I= --------------------------------- LOADING -------------------------------- UNIF ORM DEAD LOAD AT LEFT ;1i5 ;T 'S/FT UNIFORM LIVE LDAs AT L EFT : i I'r'_1F T "IFliiY_. W.l. DC^� I_�ND A. 'I -n. i . 1J KIP`fFT UNIFORM LIVE LOAD :AT RI LGH 3111 I;IPS/rT iT REACTIONS LEFT DL 344 LIE'S LEFT LL > 1._.= K1PS LEFT TL ) —219 KIPS RIGHT DL ) I, 094 KIPS •RIGHT LL > ' 2.,ICIO fip; RIGHT TL ) "r r" I'F'S FIND P 0 1 N T IF INFLECTI0N................ AT MAX) `l, 007 FEET FROM L EFT SUPPORT X Iii LIN MC?IPIT ) 5. _'S7FT-,"! PS --------------------------LLIi•SER DESIGN VALUES ----- =-------------------- ' SPECIES GRADE f -R "rt ;ry fry- Drf l '24 Vt4 4�I6 S 150 S Lr I r(1 50 - 8660;1 1 fO_ '24F -V4 L... taJ. sUJ 6.�: 16 1_ -:i, MEMBER ACTUAL WIDTH ) 3.125 INCHES /� MEMBER ACTUAL DEPTH ) 12.Oi)t- I:'dCHES l REE'ETITI!;E (YiNi ) 'N SIZE FACTOR :f (APPLY* TO Fb) I,(ICIO SIZE FACTOR Cr (APE'LY TO Ft? ) 1.000 SIZE FACTOR Cf (APPLY TI Fr 1) ) 1. • REPETITIVE MEMBER FACTOR Cr ADJUSTED VALUES SPECIES GRADE F6 Ft FV Fr' Fri DFGL 4F -V4 24(i:i; ll it 165 h5 0 15�U IEUimfm -------------------------- DATA DATA------------------------------- 1 rr In �z: REQUIRED 26.416 !1 FLI > 2It00 f•SI A REQUIRED 26.125 I1d"' Fv 165 n UE ) 3.125 IN. i 1'.Ci(lil IN. ; ACTUAL ) 75,606 )) 26.416 IK) T 1 C'.' 1 .0 lr�iil ' A AGJUAL ) :7.500 ):% 26.!25 gut.. I ACTUAL )..4501, 060 ----------------------'------rlEFLECT1?NS------------------------------- -- DEFLECTIDNS' EI ri L(_ TL [EF_ECTIQ� r -, r-1... -'i-- 1 I t !1 fPir iL� L�PJiriiS'hl LOAD r15115a DEFIE.Iiflra DUE TO VAR LIaD ? 65%h .ir5 1.425:;�r 2,.,::h:leb E 16ptQilii E'SI DE� -T• I ' DEAD LIAR 1_FL_CLIIL�;v ._66 IN. LIVE i=1aD DLFLECTII I ) 2243 I.. I / 6t� K:? TOTAL LOAD IE[tFLECTIQN 531 T ;, a25 t�itrlijUM Cn'blr LP. I :1:i IN, '.i.j.111L I'Lt L:•f iI(_N a V4 Z. � z VV l;' 5'13 00 S 155,67 („YY1) t = 69,19 -rL G ZZ SC 32�> ia.S`- /-6x�o b /oS x•79 �� �/,�X/o � /iso,?9 i -vi -A�o,ly C-lG►- { l 2 v 2S = .7OJ�� �l c®,v� �dS �io D�� x.33 � �?- S �} • 3S � N� 6 x l Z 1 rn zz L-7,13 Z4- \1 42.397 50 SHEETS EYE -EASE! 5 SQUARE ' °Brand 42.399 382 290 ISO SHEETS EYES E -EASE° 5 SQUARE 1 A 42.392 RECYCLED WHITE 5SOUARE AU...I. S. A t F5-4 C 3 ' Its 54- o S C_ 0 () 4-. +, 02O VV2- r�3.S�Z +Z4'212).oS + (o1).a-l"3.S/Z C. 0E) 4-, 020 r0 w P: 3-12- " W - .It 05� - ,03'> C 4- I/vI i ICI 0 P5-ol S P I W3 oe Iv W 2 C 2 32�33�34 32, PEAM 5.BM ------------------------------- REV 8-5-92 STATIC BEAM ANALYSIS ---------------------------------------------- DESCRIPTION )) --------------------- 10./14/9 --------------------- ------------------------------ BEAM SUPPORTS ----------------------------- LEFT OVERHANG ) 000 .FEET CENTER SPAN ) 21.000 FEET RIGHT OVERHANG ) .000 FEET --------------------------------LOADING------------------ --------------- --- LEFT OVERHANG LOADING --- SEGMENT COORDINATES POINT LOAD START X 11 n.2 . O(l() , 000 .000 .000 .000 000 .000 , 000 ,000 - ,000 .000 ,000 • UNIFORM LOAD START X END X .0001 , 000 , 001) .000 .000 000 .000 .000 .000 loot, .000 .000 , 000 .000 .000 .000 .000 .000 .000 .000 ---MAIN SPAN LOADING---- SEGMENT COORDINATES ASSUME LEFT REACTION IS ZERO 1.750 .7.750 9.750 21.000 ,ilii) ,clop .000 .000. POINT LOAD START X 11.750 4.480 .4.107 073 4.190 7.750 2.644 1,546 2.640 9:750 1.414 1,226 .000 21.000 .000 .000 .000 , 000 .000 .000 .000 .000 .000 .000 , 000 .000 .000 ,000 UNIFORM LOAD START X- END X .040 000 " 11.750 .067 003 .040 1.750 7.71) 3.900 A40 1.490 7.750 9.750 1.738 1.247 1,490 9.750 ^i-,l)ii1 4,y,11 n 1c.c�a , n,7 1000 o(K 001*2 1000 .000 ,000 ,000 ,000 ,000 ,000 ,000 .000 ,000 ,000 .000 , 000 .000 , (Illi; .000 OiH` ---RIGHT OVERHANG LOADING --- SEGMENT COORDINATES ASSUMES SUPPORT IS ZERO 1000 '000 .000 1000 POINT LOAD START X .1100 000 .000 .000 .000 ,000 ,000 ,000 .000 .Till{ 1000 , )00 UNIFORM LOAD START ? END X (loci .000 .000 .000 .000 1000 .000 .000 ,000 ,0n0o .000 .000 1000 ,000 ,000 000 1000 =- 1000 1000 1 0 0 =------- ------- ------ -------- --------- REA IONS ------------------------------- 18,360 17.002 33 -----------------------------EHEA6:SiMOME'dTS----------------------------- = s -ni lj,tllifi cSn ,(1liCi V v:..i aJeJ6u 17.802' ,(iafl .000 KIPS M 0100 1015.989 .006 FT -KIPS -V AT LEFT 0V[RHANG :% .0100 KIPS +V Al LEFT CENTER SPAN 7 '_1.360 KIPS -V AT RIGHT CENTER SPAN 17,;02 K1PS -V AT RIGHT OVERHANG 000K;Tp4 MAXIMUM DESIGN V ? 18.'60 KIPS -M AT LEFT=VERH�P;G ;iilii FT -KIPS +MOMENT AT CENTER SPAM 105.989 FT -KIPS -MEET AT RIGHT SUPPORT 00(1 FT -TIPS .000 DT—S!G, M ��i`_.989 FT -.;IFS • 33 AJS r �� (C �. ( �f VS'r I ��or � w� • i i C A (L$ Qh r✓ - 3V r �� (C �. ( �f VS'r I ��or � w� • i i . . -Z�-7 �O • -- ------------------------------------------------------------------------- REV 4-16-92 TRUS-JOISTS ---------------------------------------------------- -------------------- DESCRIPTION >> r -------------GENERAL DATA-----------1----------APPLIED LOADING----------- ' SPAN LENGTH > 12.000 FEET LOAD DURATION FACTOR > 1.000 SPACING > 16.000 IN O.C. DEAD LOAD > .010 KSF JOIST/NAIL/GLUE > G J/G/N :LIVE -LOAD > .040 KSF REPETETIVE ? > Y lY/Nf ;TOTAL LOAD > .050 KSF !TRIBUTARY,LOAD > .067 KLF CONCENTRATED LOAD> .000 KIPS CEO. UNIFORM LOAD > .000 KSF ---------------------------MEMBER DESIGN LOADS --------------------------- TRIBUTARY LOAD ONLY MAXIMUM MOMENT > 1.200 FT -KIPS USE FOR JOIST DESIGN MAXIMUM SHEAR > .400 KIPS USE FOR JOIST DESIGN MAX REACTION > .400 KIPS USE FOR CONNECTOR DESIGN CONCENTRATED LOAD TMAXIMUM MOMENT > .000 FT -KIPS LOAD AT MIDSPAN YPICAL REACTION > .000 KIPS LOAD AT MIDSPAN MAXIMUM SHEAR > .000 KIPS LOAD AT MEMBER DEPTH FROM SUPPORT MIN REACTION > .000 KIPS MAX REACTION > .000 KIPS USE FOR CONNECTOR DESIGN --------------------------------JOIST DATA------------------------------- TRY »9.5 TJI/25DF ACTUAL STRESSES ALLOWABLE MOMENT > 3.290 FT -KIPS 1.200 FT -KIPS ALLOWABLE MOMENT WITH LDF > 3.290 FT -KIPS (OK> ALLOWABLE SHEAR > 1.120 KIPS .400 KIPS ALLOWABLE SHEAR WITH LDF > 1.120 KIPS (OK> I - JOIST GLUED AND NAILED > 186.000 IN A4 ----------------- -------- -_----- DEFLECT IONS ----------------------- DEAD LOAD DEFLECTION > .087 IN. LIVE LOAD DEFLECTION > .350 IN. L/ 412 TOTAL LOAD DEFLECTION > .437 IN. L/ 329 (SING ��� JOISTS GIRDER. BM ------------------------------------------------------------------------ REV 8-12-92 TYPICAL FLOOR GIRDER 10/21/92 ------------------------------------------------------------------------ DESCRIPTION > ----------------------------------DATA---------------------------------- N UNIFORM > .478 KIPS/FT SUPPORT SPACING > 6.000 FEET SOIL BRG CAP > 1,500 KSF TRY > 3.500 IN. X 7.250 IN. GIRDER i --------------------------LUMBER DESIGN VALUES-------------------------- BASE VALUES SPECIES GRADE F6 Ft Fv Fcl Fcb E DFL NO2 875 575 95 625 1300 1600000 MEMBER ACTUAL WIDTH > 3.500 INCHES MEMBER ACTUAL DEPTH > 7.250INCHES ' REPETITIVE (Y/N)? > N� y� IIE FACTOR Cf (APPLY TO F6) - > 1.300 f (/ SIZE FACTOR Cf (APPLY TO Ft) > 1.200 SIZE FACTOR Cf (APPLY TO Fca) > 1.050 REPETITIVE MEMBER FACTOR Cr > 1.600 ADjUSTED VALUES SPECIES GRADE Fh Ft Fv Fcl Fce E DFL NO2 1137.500 690.000 95.000 625.000 1365.000 1600000 --------------------------------ACTIONS--------------------------------- S REO > 22.692 IN"3 S > 30.661 IN"3 (OK) A REO > 22.642 INA INA A > 25.375 IN^2 .<OK> I > 111.148 IN"4 TOTAL LOAD DEFLECTION > .078 IN. <OK> --------------------------------FOOTINGS-------------------------------- REACTION > 2.868 KIPS I&OOTING SIZE > 17.403 INCHES SQUARE 12.000 INCHES DEEP FA♦ i f r2 µb2. _ F•1> z << p= E t P= LSA C g-7 ; -3.2�'` 11,x'1 tl'J-7j i `P ' T-5 m ----------------- ------------------------------------------------------ REV 5-15-91 1POINT FOOTING -------------------------------------------------- DESCRIPTION>> r -------------LOAD DATA-------------:--------------SOIL DATA ------------- POINT LOAD > B.310 KIPS SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > KIPS/FT l LIVE LOAD is > 80.000 ------------CONCRETE DATA--------------------REINFORCING STEEL--------- CONCRETE F'c > 2.500 KSI STEEL Fy > 40.000 KSI a CONSTANT > 18.824 0 FACTOR > .900 ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.500 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > .938 KIPS TOTAL P AXIAL > 9.24B KIPS TOTAL BEARING PRESSURE > 1.480 KSF (OK> NET BEARING PRESSURE > 1.330 KSF FACTORED BEARING PRESSURE > 2.181 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- %� DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (00 Vu=(P net)t(EFFECTIVE AREA) > 4.997 KIPS Vn=Vc=2(F'c)^.5tbwtd. > 24.000 KIPS 0 Vn > 21.600 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> �Vu=(P net)t(EFFECTIVE AREA) > 12.659 KIPS Vn=Vc=4(F'c)^.5tbotd >- 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 1.704 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 29.576 PSI REQUIRED p (BENDING MOMENT) > .0007 REQUIRED As (BENDING MOMENT) > .071 IN"21FT = .179 IN^2 MIN. REQUIRED p UBC 2610(f) > .0010 33X INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .095 IN^2/FT = .238 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM.REINFORCEMENT--I 2 NO. 4 BARS E.W. ( I NO, 5 BARS E.W. 1 NO. 6 BARS E.W. �— 1 NO. 7 BARS E.W. --------------------------------------------------- -------------------- REV 5-15-91 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION)>F-2 -------------LOAD DATA ------------- (--------------SOIL DATA ------------- POINT LOAD > 5.100 KIPS SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD % > 80.000 ----- =--:—CONCRETE DATA----------1----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI STEEL Fy > 40.000 KSI ® CONSTANT > 18.824 0 FACTOR > 1900 ------------------------------FOOTING DATA --------------------------- --- FOOTING'SIZE > .2.000 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) >' 8:000 IN. OOTIN6 WEIGHT > .600 KIPS TOTAL P AXIAL > 5.700 KIPS TOTAL BEARING PRESSURE > 1.425 KSF (OK/ NET BEARING PRESSURE > 1,275 KSF FACTORED BEARING PRESSURE > 2.091 KSF (1.7#LL+1.41DL) ----------------------------FOOTING STRESSES ---------------------------= DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)#(EFFECTIVE AREA) > 2.788 KIPS Vn=Vc=2(F'c)".53bwtd > 19.200 KIPS 0 V > 11.280 KIPS DIAGONAL TENSION FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 7.435 KIPS 0 Vn=Vc=4(F'c)".5lbnid > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)Ibl^2/2 > 1.046 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 18.151 PSI REQUIRED p (BENDING MOMENT) > .0005 REQUIRED As (BENDING MOMENT) > .044 IN^2/FT = .088 IN^2 MIN. REQUIRED p UHC 2610(f) > .0006 33% INCREASE, APPLIED MIN. REQUIRED As UBC 2610(f) > .058 IN"2/FT = .116 IN"2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REIPiFORCEMENT- 1 NO. 4 BARS E.W. 1 NO. 5 BARS E.W. 1 I NO. 6 BARS E.W. 1 1 NO. 7 BARS E.W. �,� I—oil 50'. 50 WIWA 44--' ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING ----------------------------------- ------------------------------------- DESCRIPTION>>F-5 -------------LOAD DATA---=--------- --------------SOIL DATA ------------- POINT LOAD > 8.680 KIPS !SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > .662 KIPS/FT ! LIVE LOAD X > 80.000 ! ------------CONCRETE DATA----------l----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI !STEEL Fy > 40.000 KSI e CONSTANT > 18.824 ! 0 FACTOR > .900 ! ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.830 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 1.201 KIPS TOTAL P AXIAL > 11.755 KIPS TOTAL BEARING PRESSURE > 1.468 KSF (OK> NET BEARING PRESSURE > 1.318 KSF FACTORED BEARING PRESSURE > 2.161 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES---------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 6.615 KIPS Vn=Vc=2(F'c)^.5tbwtd > 27.168 KIPS 0 Vn > 24.451 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) > 16.347 KIPS •Vn=Vc=4(F'c)^.51bntd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT ---------------------- Mu=(P 4et)tbl^2/2 > 2.163 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 37.560 PSI' REQUIRED p (BENDING MOMENT) > .0009 REQUIRED As (BENDING MOMENT) > .091 IN^2/FT = .257 IN^2 MIN. REOUIRED p URC 2610(f) > .0013 33X INCREASE APPLIED MIN. REOUIRED As UBC 2610(f) > .121 IN^2/FT = .342 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--! 2 NO. 4 BARS E.W. ! 2 NO. 5 BARS E.W. ! p 1 NO. 6 BARS E.W. !• 1 N0. 7 BARS E.W. 1 REV 5-15-91 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION »F-6 » -------------LOAD DATA-------------l--------------SOIL DATA ------------- POINT LOAD > 11.470 KIPS !SOIL ARG CAPACITY) 1.500 KSF UNIFORM LOAD > .912 KIPS/FT ! LIVE LOAD X > 80.000 ! ------------CONCRETE DATA----------l----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI !STEEL Fy > 40.000 KSI m CONSTANT > 18.824 ! 0 FACTOR > .900 ! ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 3.330 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 1.663 KIPS TOTAL P AXIAL > 16.170 KIPS TOTAL BEARING PRESSURE > 1,458 KSF !OK> NET BEARING PRESSURE > 1.308 KSF FACTORED BEARING PRESSURE > 2.146 KSF (1.7#LL+1.4lDL). ----------------------------FOOTING STRESSES---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION .(OK> Vu=(P net)l(EFFECTIVE AREA) > 9.514 KIPS Vn=Vc=2(F'c)^.51bn1d > 31.96041PS 0 Vn > 28.171 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK) Vu=(P net)i(EFFECTIVE AREA) > 22.838 KIPS Vn=Vc=4.(F'c)^.5$botd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT ---------------------- ---- Mu=(P net)9b1"2/2 > 2.974 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd^2 > 51.631 PSI REQUIRED p (BENDING MOMENT) >. 10013 REQUIRED As (BENDING MOMENT) >. .125 IN^2/FT = .418 IN'2 MIN. REQUIRED p UBC 2610(f) > .0017 33% INCREASE APPLIED MIN. REQUIRED As UBC -2610(f) > .167 IN^2/FT = .556 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY; ---MINIMUM REINFORCEMENT--! 3 NO. 4 BARS E.W. ! 2 NO. 5 BARS E.W. ! 2 NO. 6 BARS-E.W' ! 1 NO. 7 BARS E.W. ! ------------------------------------------------------------------------ fREV 5-15-91 ---POINT-FOOTING------- ---------=---------------- ----------------------- DESCRIPTION)>F-7 - )) -------------LOAD DATA -------------- :-r ------------ SOIL DATA ------------- POINT LOAD ) 7.350 KIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD X > 80.000 ------------CONCRETE DATA ----------:----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI :STEEL Fy > 40.000 KSI ® CONSTANT > 18.824 : 0 FACTOR > .900 : - ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE , > 2.500 FT. FOOTING THICKNESS(t) > 12.000 IN.. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > .938 KIPS TOTAL P AXIAL > 8.288 KIPS TOTAL BEARING PRESSURE > 1.326 KSF (OK) NET BEARING PRESSURE ) 1.176 KSF FACTORED BEARING PRESSURE > 1.929 KSF (1.78LL+1.41DL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 4.420 KIPS Vn=Vc=2(F'c)^.5tbwtd > 24.000 KIPS 0 Vn > ,21.600 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 11:197 KIPS 0 Vn=Vc=4(F'c)".5tbotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT------ ----------------= Mu=(P net)tbl'2/2 > 1.507 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd^2 > 26.159 PSI REQUIRED p (BENDING MOMENT) > .0007 REQUIRED As (BENDING MOMENT) > .063 INA2/FT = .158 INA2 MIN. REQUIRED p UBC 2610(f) ) .0009 33% INCREASE APPLIED MIN. REQUIRED As .UBC 2610(f) > .084 IN^2/FT = .210 IN'2' ' f MINIMUM REINFORCEMENT AS GOVERNED BY: --MINIMUM REINFORCEMENT--! 2 'NO. 4 BARS E.W. : 1 NO. 5 BARS E.W. : 1 NO. 6 BARS E.W. : 1 NO. 7 BARS E.W. : T` n • ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING ---------------------------------------------------=-------------------- DESCRIPTION>>F-8 -------------LOAD DATA -------------:--------------SOIL DATA ------------- POINT LOAD > 7.860 KIPS !SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > .660 KIPS/FT LIVE LOAD X > 80.000 ( ------------CONCRETE DATA---------- --------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI STEEL Fy > 40.000 KSI ® CONSTANT > 18.B24- 0 FACTOR > .900 S ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.750 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 1.134 KIPS TOTAL P AXIAL > 10.809 KIPS TOTAL BEARING PRESSURE > 1.429 KSF (OK> NET BEARING PRESSURE ) 1.279 KSF FACTORED BEARING PRESSURE > 1.098 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION. !OK> Vu=(P net)#(EFFECTIVE AREA) > 6.010 KIPS Vn=Vc=2(F'c)".5tbwtd > 26.400 KIPS 0 Vn > 23.760 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 14.935 YIPS ®Vn=Vc=4(F'c)".5tbotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT ---------------------=---- Mu=(P net)tbl"2/2 > . 1.983 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd"2 > 34.434 PSI REQUIRED p (BENDING MOMENT) > .0009 REQUIRED As (BENDING MOMENT) ) .083IN"2/FT = .229 IN"2 MIN. REQUIRED p .UBC 2610(f) > .0012 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .111-IN"2/FT = .305 IN"2 MINIMUM REINFORCEMENT AS GOVERNED BY:- ---MINIMUM REINFORCEMENT--( % 2 NO. 4 BARS E.W. 1 NO. 5 BARS E.W. 1 NO. 6 BARS E.W. 1 NO. 7 BARS E.W. 1 4-7 .15 ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING !� i ------------------------------------------------------------------------ DESCRIPTION>>F-9 -------------LOAD DATA ------------- (-=------------ SOIL DATA ------------- POINT LOAD > 8.430 KIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > KIPS/FT ( LIVE LOAD X > 80.000 It ------------CONCRETE DATA ----------:----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI )STEEL Fy > 40.000 KSI m CONSTANT > 18.824 ) 0 FACTOR > .900 ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE. > 2.500 FT.,-- FOOTING THICKNESS(t) > 12.000 IN. DISTANCE 30 REINF(d) > 8.000 IN. �- FOOTING WEIGHT > .938 KIPS TOTAL P AXIAL ) 9.368 KIPS TOTAL BEARING PRESSURE • > 1.499 KSF <OK> NET BEARING PRESSURE > 1.349 KSF FACTORED BEARING PRESSURE > 2.212 KSF (1.73LL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION <DK> Vu=(P net)t(EFFECTIVE AREA) > 5.069 KIPS Vn=Vc=2(F'c)^.5tbwtd > 24.000 KIPS 0 Vn > 21.600 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <OK> Vu=(P net)t(EFFECTIVE AREA) > 12.842 KIPS Vn=Vc=4(F'c)^.5tbotd > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)tbl^2/2 > 1.728 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 ) 30.003 PSI REQUIRED p (BENDING MOMENT) > .0008 REQUIRED As (BENDING MOMENT) > .073 IN^2/FT = .181 IN^2 ' MIN. REQUIRED p UBC 2610(f) > .0010 33% INCREASE APPLIED MIN. REOUIR.ED As UBC 2610(f) > .096 IN^2/FT = .241 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--; 2 N0,4 BARS E.W. ) 1 NO. 5 BARS E.W. ( 1 NO. 6 BARS E.W. ) 1 NO. 7 BARS E.W. 1 .15 -------------------------------------------------- -------------------- REY 5-15-91 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION»F-9.1 -------------LOAD DATA -------=-----:--------------SOIL DATA -----=------- JOINT LOAD > 5.850 KIPS SOIL BRG CAPACITY> .1.500 KSF UNIFORM LOAD >' - - KIPS/FT ' LIVE LOAD X > 80.000 ) ------------CONCRETE DATA ----------(----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI :STEEL Fy > 40.000 KSI m CONSTANT > 18.924 ( 9 FACTOR > .900 .-------- ----------- ----------- FOOTING DATA------------------------------ FOOTING SIZE > 2.160 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT } .100 KIFS TOTAL P AXIAL > .6.550 KIPS TOTAL BEARING PRESSURE > 1.404 KSF (OK) NET BEARING PRESSURE > 1.254 KSF FACTORED BEARING PRESSURE > 2.056 KSF (1.71LL+1.4lDL) -=-=------------------------FOOTING STRESSES -----------=---------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK"' Vu=(P net)l(EFFECTIVE AREAL .> 3.316 KIPS Vn=Vc=2(F'c)^.51bwld > 20.736 KIPS Vn > 18.662 KIPS i DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)1(EFFECTIVE AREA) > 8.680 KIPS Vn=Vc=4(F'c)^.51bold >, 51.200 KIPS 8 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT-------------------------- Mu=(P net)Ibl^2/2 > 1.199 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 20.820 PSI REQUIRED p (BENDING MOMENT) > .0005 REQUIRED As (BENDING MOMENT) > .050 IN^2/FT = .108 IN^2 MIN. REQUIRED p. UBC 2610(f) > .0007 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .067 IN^2/FT = .144 IN^2 MINIMUM REINFORCEMENT AS GOVERNED.BY; ---MINIMUM REINFORCEMENT--) 1 NO. 4 BARS E.W. 1 NO. 5 BARS E.W. I NO.'6 BARS E.W. ) 1 NO. 7 BARS E.W. Sk. , ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING �^ ------------------------------------ ------------------------------------ DESCRIPTION>)F-10 -------------LOAD DATA -------------:--------------SOIL DATA ------------- POINT LOAD > 23.060 KIPS :SOIL ARG CAPACITY% 1.500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD 7. > 60.000 ------------C014CRETE DATA---------- --------REINFORCING STEEL --------- CONCRETE F'c ) 2.500 KSI :STEEL Fy > 40.000 KSI m CONSTANT > 18.824 : 0 FACTOR > .900 : ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 4.160 FT. FOOTING THICKNESS(t) > .12.000 IN. DISTANCE TO REINF(d) ) 8.000 IN. FOOTING WEIGHT > 2.596 KIPS TOTAL P AXIAL ) 25.656 KIPS TOTAL BEARING PRESSURE > 1.483 KSF (OK) NET BEARING PRESSURE ) 1.333 KSF FACTORED BEARING PRESSURE ) 2.185 KSF (1.7lLL+1.48DL) ----------------------------FOOTING STRESSES ---------------------------- �, DIAGONAL TENSION - FACTORED LOADS - ONE NAY ACTION (UK> Vu=(P net)t(EFFECTIVE AREA) ) 15.879 KIPS Vn=Vc=2(F'c)".5tbwtd > 39.936 KIPS 0 Vn > 35.942 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) ) 36.847 KIPS 0 Vn=Vc=4(F'c)".5lbold > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT -------------------------- Mu=(P net)thl"2/2 > 4.727 FT-KIPS/FT REOUIRED.Rn=(Mu/0)bd"2 > 82.071 PSI REQUIRED p (BENDING MOMENT) > .0021 REQUIRED As (BENDING MOMENT) > .201 IN'2/FT = .836 IN'2 MIN. REQUIRED p UBC 2610(f) > .0028 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .267 IN"2/FT = 1.112 INA 2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--: 6 NO. 4 BARS E.W. : 4 NO. 5 BARS E.W. : 3 NO. 6 BARS E.W. : 2 NO. 7 BARS E.W. 1 I 50 ------------ ---------------------------------------- -------------------- REV 5-15-91 POINT FOOTING ----------------------------- 7------------------------------------------ �' DESCRIPTION>>F-11 y> -------------LOAD DATA -------------:--------------SOIL DATA ------------- .POINT LOAD > 23.490 YIPS SOIL BRG CAPACITY) 1.500 KSF UNIFORM LOAD > K.IPS/FT LIVE LOAD Y. > 80.000' ------------CONCRETE DATA ---------- ----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI STEEL Fy >. 40.000 KSI ® CONSTANT > 18.824 0 FACTOR > .900 ------------------------------FOOTING DATA----------------------7------- FOOTING SIZE > 4.250 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > 2.709 KIPS TOTAL P AXIAL > 26.199 KIPS TOTAL BEARING PRESSURE > 1.450 KSF <OK> NET BEARING PRESSURE > 1.300 KSF FACTORED BEARING PRESSURE .> 2.133 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK) Vu=(P net)t(EFFECTIVE AREA) ) 16.240 KIPS Vn=Vc=2(F'c)^.5tbwtd > 40.800 KIPS 0 Vn > 36.720 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION <OK> . Vu=(P net)t(EFFECTIVE AREA) > 31.576 KIPS Vn=Vc=4(F'c)^.5tbotd > 51.200 KIPS 0 Vn ) 46.080 KIPS -------------------------FOOTING REI14FORCEMENT---------- ---------------- Mu=(P net)tbl^2/2 > 4.815 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 83.602 PSI REQUIRED p (BENDING MOMENT) > .0021 REQUIRED As (BENDING MOMENT) > .205 IN^2/FT = .870 IN^2 MIN. REQUIRED p UBC 2610(f) > .0028 33% INCREASE APPLIED MIN. REQUIRED As UBC 2610(f) > .272 IN"2/FT = 1.157 IH"2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT—: 6 NO. 4 BARS E.W. 1 4 NO. 5 BARS E.W. 3 NO. 6 BARS E.W. 2 NO. 7 BARS E.W. ( m F- I I 5( I I� 52 ------------------------------------------------------------------------ REV 5-15-91 POINT FOOTING -. --------------- ------------------------- ---------------------- ---------- DESCRIPTION>>F-12 » -------------LOAD DATA -------------:--------------SOIL DATA ------------- POINT LOAD > 4.700 KIPS SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > KIPS/FT LIVE LOAD X > 80.000 ------------CONCRETE DATA ----------(----------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI !STEEL Fy > 40.000 KSI m CONSTANT > 18.824 ( 0 FACTOR > ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.000 FT. FOOTING THICKNESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. FOOTING WEIGHT > .600 KIPS TOTAL P AXIAL > 5.300. KIPS TOTAL BEARING PRESSURE > 1.325 KSF (OK> NET BEARING PRESSURE > 1.175 KSF FACTORED BEARING PRESSURE > 1.927 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES --------- =------------------ DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 2.569 KIPS Vn=Vc=2(F'c)^.51bwtd > 19.200 KIPS 0 Vn > 11.280 KIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (00 Vu=(P net)t(EFFECTIVE AREA) Vn=Vc=4(F'c)^.5tbotd > 6.852 KIPS > 51.200 KIPS 0 Vn > 46.080 KIPS -------------------------FOOTING REINFORCEMENT ---------------- ---------- Mu=(P net)tbl^2/2 > .964 FT-KIPS/FT REQUIRED Rn=(Mu/O)bd^2 > 16.727 PSI REQUIRED p (BENDING MOMENT) > .0004 REOUIRED As (BENDING MOMENT) > .040 IN^2/FT = .081 IN^2 MIN. REQUIRED p UBC 2610(f) > .0006 33% INCREASE APPLIED MIN. REDUIRED As UBC 2610(f) > .054 IN^2/FT = .107 IN^2 MINIMUM REINFORCEMENT AS GOVERNED BY: ---MINIMUM REINFORCEMENT--! 1 NO. 4 BARS E.W. ( 1 NO. 5 BARS E.W. 1 'NO. 6 BARS E.W. NO 7 BARS E W ' I I� 52 s ------------------------------------------------------------------ REV 5-15-91 POINT FOOTING ------------------------------------------------------------------------ DESCRIPTION »F -13 -------------LOAD DATA -------------:--------------SOIL DATA ------------- POINT LOAD > 3.720 KIPS SOIL BRG CAPACITY> 1.500 KSF UNIFORM LOAD > .438 KIPS/FT LIVE LOAD % > 80.000 ------------CONCRETE DATA---------- --------REINFORCING STEEL --------- CONCRETE F'c > 2.500 KSI )STEEL Fy > 40,000 KSI ® CONSTANT > 18.824 0 FACTOR > .904 1 ' ------------------------------FOOTING DATA ------------------------------ FOOTING SIZE > 2.004 FT. FOOTING THICK.NESS(t) > 12.000 IN. DISTANCE TO REINF(d) > 8.000 IN. • FOOTING WEIGHT > .600 KIPS TOTAL P AXIAL > 5.196 KIPS TOTAL BEARING PRESSURE > 1.299 KSF (DK: NET BEARING PRESSURE > 1.149 KSF FACTORED BEARING PRESSURE > 1,884 KSF (1.7tLL+1.4tDL) ----------------------------FOOTING STRESSES ---------------------------- DIAGONAL TENSION - FACTORED LOADS - ONE WAY ACTION (OK> ( Vu=(P net)t(EFFECTIVE AREA) > 2.512 KIPS Vn=Vc=2(F'c)^.51bwtd > 19.200 KIPS 0 Vn > 11.280 YIPS DIAGONAL TENSION - FACTORED LOADS - TWO WAY ACTION (OK> Vu=(P net)t(EFFECTIVE AREA) > 6.700 KIPS •'4n=Vc=4(F'c)^.5tb6td > 51.200 KIPS 0 Vn > 4.6.080 KIPS -------------------------FOOTING REINFORCE MENT -------------------------- Mu=(P net)tbI^2/2 > .942 FT-KIPS/FT REQUIRED Rn=(Mu/0)bd^2 > 16.357 PSI REOUIRED p (BENDING MOMENT) > .0004 REQUIRED As (BENDING MOMENT) > .039 IN^2/FT = .079 IN^2 MIN. REQUIRED p UBC 2610(f) > .0005 33% INCREASE APPLIED MIN. REQUIRED As UAC 2610(f) > .052 IN^2/FT = .105 IN^2 MINIMUM REINFORCEMENT AS GOVERNED ---MINIMUM REINFORCEMENT --1 1 NO. 4 BARS E.W. ) 1 NO. 5 BARS E.W. 1 1 NO. 6 BARS E.W. 1 N0, 1 BARS E.W. f r 53