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HomeMy WebLinkAbout065-420-031� - i � \� / / | / | � � \ � ------ ' ------- --- --'---------- ��N (new,single' family) ' /wa [ �IN � � v � / / . � � —_-- ^~ ' � \ � ------ ' ------- --- --'---------- ��N (new,single' family) ' /wa [ �IN � `moi', Lo _�� � .N a ,JOB FINALE Signature Y ELECTRIC Meter By Datl,/ R SIDENTIAL 65-4-2-31 ---1824-90B,P,E,M GROWCOCK, Jack 6360 Columbine, Magalia Contr: Timberock Construction (new single family) V --al CS 0 :it 0 j, OFFICE CopV Address X GA Meter.:, ELECTRIC Meter By'. 4" L t A Date sz, t et r ,JOB FINALE Signature Y ELECTRIC Meter By Datl,/ J=OK ` O = Not OK -=Nocalile MOBILE HOMES ' =NottReady Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK excepi #'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-Beams-Rftrs: Coonectors 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 ti'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-PaneIboa rds-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 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: / P L" ft. / P'Nat. or/ /" L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 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 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK excepi #'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-Beams-Rftrs: Coonectors 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 ti'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-PaneIboa rds-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 V OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (c%= Date UND FLOOR Plans OK except #'s on' -Setbacks-Easements-Flood- lope , g., Main; Soils-Elec. Grnd.-/ F . Depth A,Pfg., Garage; Soils-Steel-Ele rnd.-/ Ftg. Depth 11 4. Ftg,, Porches & Decks; Soils -Steel-/ /Fig. Depth to alts, Main; Steel-Blockouts-Wrapped walls, Garage; Steel -Block uts-Wrapped Hol owns and S o s lab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Ste W.V.; Fall -Fitting s 2 Way C/O -Sewer Test M!Oas Pipe; Size -Anchors De„ N o tie 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. nums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 & " Date /'/' 40 " Card B-1 be Date Card B-1 .65 Date —/ Card 8 Date PLAJMJHNG Permit OK except #'s W r Htr cess -Combustion Air -Baffle 1 r Pipe; Test & Anchor -Nail Protection D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELEC ICAL Permit OK except #'s Fixture & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors -Stapled omex Installed Close to Edge of Studs & C.J. 6 qui . Ground made up w/Mech. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/GFI 2 bfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. • Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 30. Service -Riser Conductors & Ground -Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. 32lClothes Closet Light -Shower Light -Spa Light �33�moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A. Ducts Insulation & Support (yent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI G (Plans) OK except #'s Sils, Proper Material & Anchors ails Studs -Nailing, Spacing & Bracing -Plates -Sound Beal og Walls over Girders & Floor Nailing D ft Stop in Walls (rat proof) Jjg�Afb Stops; Furred Ceilings -Stairs -Chases -Tub ,W Headers & Beam -Size & Bearing jingle & Duplex) Date,FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4 . Cing. Joist-Rftr. ties -Pu rlin —roof Brac-Truss-Shthng.-Rfng. Fir lace Ties or Type A Flue -Fireplace Throat clearance 4 . Atliz Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4 . Bdr . Windows or Exiting Doors -Sill Hgt. & Dimensions 5 . Ga age Fire Protection Framing roperty Line Firewall & Openings V, -16.t. Doors -One T -Check Garage -3rd Story, 2 Exits 53. S irs; Width -Headroom -Rise -Run -Landing -Fire Protection 54"ply)Nood on Roof Overhang -Attic Vents -Rafter Outriggers Sid'ng-Nailing Veneer 7— Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing -Glass Protectio -Skylights-Plastic. ��i�Gj/58. St� alls; Nailing- s 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date_5_;% Card B- ` Date Card B-1 Date Card B y Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 6 . urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 0-Bepoom Exiting dEll.l. & Bath Fixtures & Tub Access 66"Llec. Trim & ubpanel; Breaker Sizes & Labels tairs & Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 7eKit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 14ip6. Outlets & Rec !PLIcles at Kit. Counter arage Fire o , wing -Landing -Closer 73-i%-Clbuct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location h lec. Receptacles in Garage; (G.F.I.)-Romex Protection 71,-fnsulation-Foam-Looked in Attic 0 Yes 1g:,:up&d Rails & Deck Construction -Post Caps rg:yoiln. Vents & Crawl Hole Door -Drainage & Wood -Earth tJJ� Clearance Looked under Floor ' 0 Yes rxeJ Following instld.; Drive 0 Yes IR No; Walks 0 Yes Lf No; Planters 0 Yes O'&o 81. Stucco; Brown -Finish 8eA.C. Unit; Disconnect, Electrical, Plumbing 83 Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to U Openings "8# -Water Well; Disconnect, Electr'cal, Plumbing eri .R ceptacle-Underground Ventilation Throughout House :,Glass Protection yffrom Previous Inspections Meters Tagged; Gas -Electric 9(j✓(Nater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Date OWL ard B-1 &I-' Date Card B-1 Date jCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) LOCATION ENERGY CERTIFICATION Q A. P. NO. ROOF Material_....__-- Brand Name Thickness _ Thermal Resistance (R Value)__ EXTERIOR WALL Material FIBERGLASS I:krand Name CERTAINTEED_ Thicltness (inches)Thermal Resistance (R Value) CEILING -- IZF- Batt or Blanket Type FIBERGLASS Brand Name CERTAINTEED Thickness (Inches) /). Thermal Resistance (R Valu_e),_ Loose Fill Type FIBERGLASS Brand Name _ CERTAINTEED __ Minimum Thickness (In,^hea )_ _Nva. c�t� flags *9 f e:n.yht/Iiaq 25 lbs Area Covered (Sq. Ft. )_Z5-_1Thermal Resistance (R Value), FLOOR,ELEVATED Material FIBERGLASS Brand Name CERTAINTEED _ Thickness Inches) Thermal Resista FLOOR, SLAB nce (R Value) Material_ — Brand Name _ _ Thickness (Inches) Thermal Resistance (R Value)_ FOUNDATION WALL Material — Brand Name Thickness (Inches) Thermal Resistan__ce (R Value__)-"' - I HEREBY CERTIFY THAT THE ABOVE, INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. HAWK LNS�.NDUS.Tl31S INC Firm Name/Owner State Contractor's License No. -- (V' _ 7' _ Signature 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. nature Gen. C '�A ,5p, • Co. er actor/Owner _�- 2 2 -1/ Date ---.---...------- Date Im �" ' _ .. ,�il•.�4.x":.�'aw.::....,..w� �Fy f�."#� s�;.��„_ :�i�ti.e v �';�`.'.iTti'.+!4`4�;:_;7.�,i 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 I? C' 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 cor ection of work is completed. If you have any question pertaining to this matter or need additional explanation, please contact this office immediately. ` �� J! �� Rit !// �''.S �?Ra2�l rl'a -✓J ,E?,ece � �� - � - 5 r� ✓ / G�e ! /l'�//N S `o n- /��¢O'Ge� Gila a 2 .er' : ✓/C dr�Y'/ G LC/dit^9�JG /re 'IV Ins Date �f 215r P ector� i s+cn. h e, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 COR,REICTION NOTICE Crow C©4 ' / aZy- 9C� OWNER i PERMIT NO. f ' A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correctiomof work is completed. If you have any question pertaining to this matter ,or need additional explanation, please contact this office immediately. n � 1 f� -, - /7/ywfaor,� L+/l��i rte. �f _ �h'-�✓�G�¢ Qrc�i•��e2\ ' 1/4? �zr(Y / C A p-, IV ryy'9 %"3~ (-Z 1 ✓�c l /N �. C�ie2i9rC 2 Nom ,a vrza�twoo /1 t r✓A� o ole 4 �s A' A j /'j or A'X'�-e s V-4 re �. Gl ��� � �' ���ip o ,.� -� >r' ✓ of o%'' /» �'�S . p G_ y C/J r C - -,-� /d dldz�s� �� v o ,✓ L _ �. C ����� e -- /Vor- Co VeA- L),j,-, ) Date / Spector CA -'S-..: '..�rtrt:.-o�r.�..ys7-c-�=:_ ;r..+we�-z .. �+�.«r;.a.S.'.;Sa�......rq¢`•i-.- 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 OWN T 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. Date3—�,2v 1 Inspector COUNTY OF BUTTE kyr , 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 Gao"j Cock 192q� 514 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. 1 do X19 0,0/�o�/C� G� e"</ -e r✓ �. 2 C z e/e- p e r ICQ�/ea� J Ulf ✓ 6 del -57- jf>J rA¢ C/ Date �� ' — l� Inspector i ' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS I PERM NO. f 7 Count Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 �Dg/ 4� APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 65-42-31 ZONING RTI BUILDING PERMIT OWNER Jack Growcock T PHO E � SQ. FT. OCC. BUILDING VAL TION 2 6 OWNER'S MAILING ADDRESS 1210 N. Orange St. La Habre CA 90631 952 Un fi L 28,560 CONTRACTOR'S NAME Timberock Const. TELEPHONE 873-399672 M X X 1 3,608 289 coy 2,890 CONTRACTOR'S MAILING ADDRESS 13653 W. Park Dr. ria alfa 95 54 - Fireplace 374 Open 1870 CONSTRUCTION LENDER UNKNOWN Total Valuation A $1,000 total=13Q,448 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 910-50 ARCHITECT OR ENGINEER Brant Ni hten ale LICENSE NO. Plan Checking Fee $ 295.25 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENG NEER' MAILING ADDRESS Penalty $ BUILDING ADDRESS 6360 Columbine Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 13 2.00 26.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 95 NAME P. P. unit #3 PARCEL MAP 3 S'7 Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF MK Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 Mobile Home S G W 0.00ea TYPE OF WORK Newn Addition❑ Remodel❑ Utilities[] Installation❑ Other*[] Describe work: SRR _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW penalty I declare under of (check . perjury ur y (econe): V-� /'�+f/�' I am licensed under provisions Of Chapt. 9, Div. 3 of the BUSIneS$ and Professions Code and my license is in full force and effect. S 97 License No. 5 Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OcSO5'.5) OR ACDNS. 1 ACC, BLDGS. '/z¢sgft 75.50 NEW ON.. ULTI.OUTLET NO N•R ESID BRANCH CIRC iS. 2,50 ea t POWER APPARATUS R (SINGLE OUTLET cIR. ) Ex. Occup( OR FIXTURES SAL@30@500 eALoao EX. Occup. OUTLETS (RESID )KEA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ 108.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating over Cooling g 3+ T 11.00 Hood 1 3.00 3.00 Ventilation Permit Fee $ 31.50 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 C6untyot Butte to enter upon the above-mentioned property for inspection purposes. I so agree to save, indemnify and keep harmless the County of Butte against al Iia ilities, jud nts, costs, and expenses which may in any way accrue ag ins said Cou n consequence of the granting of this permit. / r _�� Date 6 Sig pp ❑ Contractor Agent ❑ Si n cure of A licant - Owner A OSHA permit is required for excavations over Y ' deep and demolition or construct- n of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 1047.25 HAZ "� CUA �-- PARK --- scH FLD/ PAR PD HD IssuE This permit is nereby issu d under sions of the Butte County Code and/or work indicated ab ve for which fees I OR PUBLIC B PE IT EXPIRES Date the applicable provi- resolutions to do have been aid. p WORKS ? Date �-J� Receipt No.1C�� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location Driveway permit si ature i � v -r Z AP # has been issued for the above property. date -/ , p grS P9 916, TJ Buildinv Department w� FROM: Environmental Health SUBJECT: Sanitation Clearance J t '� w�.rs e- 12 �oG.�,K,c`.+�e �,2 , tiytaaa`l�a DSS' q z -o V'3 . - AP# Owner Location Plan Approved for: -Sewage Disposal Water Supply �. Hold final for: r Water Supply Final clearance O.R. for:, '� Water Supply Clearance for !!3_ bedroom mebj4re- h•ome. other NOTE *** Datey San t T ter. _,t.'^'YE.+�,..•. rr� COUNTYOF B,1T'TE - DEPARTMENT"OF PUBLIC WORKS -BUILDING DIVISION ��> 7 COUNTY CEN;EfiaDQAVE- OROVILLE. C'ALIFO. NIA,95965 - TELEPHONE: 916/538-7541 / PERMIT APPLFC'`f`nT_:ION DATA SHEET ` Permit No. OWNER MW Cock A. P. No. 6_ = 4o42-3 Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuppce: s DATE RECEIVED APPROVED 1. All items have been submitted . .................................... Plot plans in duplicate/triplicate, signed by preparer of plans... 3. Complete plans in duplicate/triplicate, signed by preparer.of Dl,�,ans.. 7-3— Q� 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... •� 7. Statement of Intent for Non -Heated and AC Buildings .........:.... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions.................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... arkf es paid .................................................... Ya School District fees paid .............. S �� 14 itation approval from 1rG I` Health Department City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) �. 17. Planning approval for (A) Use: (B) Parking: ...... , mprovements may be required. Contact Land Development Section DPW.. _ riveway permit (construction approval required prior to occupancy) 90 it , `. Pre-Inspec. request to 20. Pre -Inspection for required ... Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... - 22. Certificate of Workmans Compensation Insurance .................. 0Owner-Builder Verification (Given to owner ❑, Mail to owner ❑) ..... ecorded co - j " copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization .. . WB•eIrS 0V- ! 7. When you issue the permit, process as follows: Mato owner. Mail to contractor. Telephone 273`39/06 and hold for pickup office. Deliver w/inspector. Other AppIica Fvy .Date (o' Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent _Health Dept. Fire Dept. Other Date By The following data must be submitted prior to perroit issuanc .: ( 'rcl new ijgL9 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---naiI—counter by ..date Contraetor, designey, owner, was advised of above required data by —phone _maII—counter by date Plan ch�yDatePlans approved byDate Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 6s - 2/a - 31 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PAR EL NUMBER. 7Z0 IN,G' BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS r ck o a o .4 a fo G 3 S'2 ' On F,,,; 49i&0 72 VX6 0 CONTRACTOR'S ffNAME` 1 �. -f TELEPHONE 7 -�3 7 m / 3/ l� O d O Z v9 ©u ,Z s d _ CONTRAC OR'SMAILING ADDRESS Qr 7SY'S F i rep I acETJ /970 CONSTRUCTIONLENDERKNOWN Total Valuatio $ I d Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ SY6 i�2 ARCHITECT OR ENGINEER _ _J�� LICENSE NO. Plan Checking Fee $ ��•S 2�_ Energy Plan Checking Fee $ O� ARCHITECT OR ENGINEER'S MAILINO ADDRESS Penalty BUILDING ADDRESS 60 f n Permit fee !$ $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 1,3 2.00 6 Solar or heat pump water heater 20.00 LOT NO. S' SUBDIVISION NAME ` PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 — USE OF STRUCTURE SF [ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 �— Building sewer 5.00 �-- Mobile Home J 110.00ea TYPE OF WORK Newt/ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 2 _ Bed. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 00 10.w Main service EA. ADO'L 100 AMP 2.50 7 r� 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) ❑ 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 NEADDNST (ACCELING LBLDGOC 035' 2'/z2sgft 50 NEW CONSTR. ULTI-OUTLET NON•RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eA20@LOSot30 FIXED APPLNS. OR Ex. OccuFIXEDOUTLETS IRESID.1 EA.1 2.00 Temporary service 10.00 _ a Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor ' WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating O (- 7 Cooling yet f .� Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ fJ occ CONST TYPE TOTAL FEE $ HAz CUA I PARK I SCHL I FLD I PAR PD I HD ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PF_PUIT FyninF4 nnta the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 6 v 1V 6 Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 90-38378 The property described herein is adjacent 90-038378 Rec Fee 5.00 to land or included within an area zoned 1 Check 5.00 for. agricultural purposes, and residents of this property may be subject to incon- Recorded Official Records veniences or discomfort arising from the County of use of agricultural chemicals, including, but not limited to herbicides, pesticides., Butte and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including, Recorder X 10:56am 6 -Sep -90 1 but not limited to cultivation, plowing, spraying, pruning, and harvesting :which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 95, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF THE SAID LANDS, WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS, THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, OFFICIAL RECORDS. Date: - G2 ��9v 7 State County of �• D�'.Ui On this the �� day of C4r6621 dJ�_ , 19? _, before me, �) SS. the undersigned Nota f Public, personally app/eared of ■ Personally known to me.�-Proved to me on the basis P. Mc WHERTER ■ i ■ of satisfactory evidence. ,p NOTARY&UtBCounty FORNIA to be the person(s) whose name(s) �G I My Commission Expires May 27,1993 ■ subscribed to the within instrument and acknowledged that E ■ �■,.■■■■■■■■■■■■■■■■■■■■■■� executed the same for the purposes therein contained. IN W NESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. -�•• �� Notary Public END OF DOCUMENT G°uN PUg�cWORKS .. oE�°gip 1� 1990 SE :Certificate of Compliance: Residential ='=N :... -.'.Climate Zone -11 JAcuL G/zoej cbac-' Prof ect Titlefill - yo �3Lo Cot.clr��iNh- .. Buil it7-I�'� Project Add"= Checked By / Date DocumentatJon Author ...—Telephone Enfom=ent Agency Use only GLAZING.. Shading Devices Glazing Area ...... .- :.... Interior Exterior . -: .�,,- Glass Area % Glass Orientation (sf) BUILDING DATA (roller blind, etc.) (shadescreen, etc.) North F-2. r P. 9 �l 8�-fi Conditioned Floor Arca 3aS Number of Stories East 681.43 /0.0 Slab sed Floor^ Number of .Units South 30 _: / /• 9 [ Single Family Detached (SFD) [ ] Addition -Alone est • [ ] Single Family Attached (SFA) [ ] Existing Building ::�_ Skylight South ( ) [ ] Multi -Family (M) [ ] Existing -Plus -Addition Total G 570,3& West BUELDING SHELL RgSULATI01`7 West ( ) Component Insulation Locariorr/Cpmments Type R -Value (attic, to garage, CaiccL etc.),* Wall .............. THERMAL MASS Wall .............. Type/Covering Area Thickness Roof ............. 9IR (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) Roof ............. _ . Floor ............. �IF Floor ............. Slab Edge..... , GLAZING.. Shading Devices Glazing Area Glass Type Interior Exterior . -: .�,,- :- Overhang Framing Type Orientation (sf) (single. double) (roller blind, etc.) (shadescreen, etc.) (yes/no) (metal/wood) No rrh ( ) Ff7• �l 8�-fi 9 A771= I�� ?Xt e- Norzh ( ) /0.0 67-1-6 East Bast ( ) l South South ( ) West West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) S1`_ 9 A771= S ? i o� - s6f_-e /0.0 67-1-6 Maximum Furnace Heating Output: '/p2 /e n Btuh - HOT WATER SYSTEMS Tank Manufacturer/Model# System Type (storage Ras, etc.) Capacity (or approved equal) Special Feature(s) 44 SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) - I 4 E �a BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A. P. Number �j 412Building Department No. School District pari (Xd 1,14 City = County Jurisdiction Property Owner at -ow 0 0CA Project Location/Address (, �� ,, 6� h �O Subdivisions Gih,j 4 3 Lot Number 9S� Residential Development:' Sq. Footage # of Living. MHI Addition (Group R) Units 1. Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative. Date (Floor Plans reviewed by School District Personnel). District Id No. School District certifies that (Applicant Name) (Phone.Number). (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $ �2� ��� representing 2&o3 square feet. School Distrilct Representative Date PAID BY CHECK NO. O dI L3REMARKS: i BANK NO 3� PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) OWNER'S NAME: Cn f Uj C- C9 C. I -e' RECEIVED PERMIT NUMBER: Mg -90 ( J A . P . # : � DATE IX RESIDENTIAL F� NON RESIDENTIAL RECEIVED BY -2�6 TIME , S ---------------------------- REQUIRED PRIOR TO PERMIT ISSUANCE - - - - - - - - - - - FROM DATA SHEET REQUESTED BY PLAN CHECKER Q OTHER 11 `' , 1, 0 0 hl l 1 +- 2-a- f, lo -g _ �r' --------------------- REQUESTED BY CORRECTION NOTICE Q YES -- - - - - - - - - - - - - - - Q NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: --------------------------------------- WHEN APPROVED, PROCESS AS FOLLOWS: Mail to owner (Address Mail to contractor (Name and Address) Call and hold for pickup at Deliver with next inspection. office. REVISED PLAN CHECK FEES PAID: $15.00 $30.00 Additional Fees Not Required i �� ' BY ..._........................_....... DATE .......(.....�._.. SUBJ*ECT ... � ............. SHEET NO.. ----•--.........OF .................. CHKD. BY.-1=76nATE ...._ ...(..D. ! ..-. � G 1/ /C7�� DK ��%� JOB NO. -. ?..70.�..----- .............. --..................................... :....... ................ .................... �i p CO ..C..J4Gll_9 ��JE.,2 � 1 - / .- '................ -............. ....... ...... - ... F L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (q Ira) 872-0254 �/c'� U/ i % s/� �/ Foie ,�- .s//►/SLE 570%' Yl S'i�✓G E' ,�.� H`' L/ I�VYEC c%vim All/-/-S�ts'E/�'�i✓ 71/ D,--- CDNA2 /1-J Wo0-1) FRA 6E CO�v��T,� L/CT/4�✓, 61ffL/- /pg4g �pfESSI OQ y9l �� n Z GL 3o�sr� �5/✓D`Y� uj 0.3 4rn c►vi .P 9TFOF CAUF��� y✓ � s -ISG - Ps c '/z 3N �i///yo - a G Ce Co yr I - 75 /m , "F-�XP '8, (// //✓ 7X i,31e SpsF _C�Sf- is -o �-v Zvi �C1tilS� �' 4y -fX /t'1F,�13EeS' -,�t Z� - /Z �Psi� CxCEP i 2 x e- f3�15 41 /q/ D, -ST', .5PeCs -67 C _ ri11-18e2 A/ . -c //7) DL Y NIG�JD 14 P,4 6 , J, Aec ome- .S To , Pi 1-83 iro*NEC% D1eS S reO1J6 - %� E ✓✓oTG 0 (�� ,�QL/�G� /Y. Z506 T S - 457/Ll A S 7 6�, O/JC4 -- jam" —LCL TV,4?o2- -•S ; 7 ,/, ? ei)Cf 7/ �c � Z��JP.rs ef e� Or¢YS AGC o vY SJ c 67elo Elmr - P�E.sTCie - BY ....� ....... DATE ./ SUBJECT .............. ......................................... SHEET SHEET NO..-........ ....A CHKD.BY............... _..... DATE ........................ ........................ ................. .................................................................... _............... _.. JOB NO...d7o....... .... :.... •.. .................. .............................................................. ._............................................................................... ..................... _.. .................... ......................................... --•-----_....... _... GJ� � � ��� J� � OrJ L'ff-` ,.3/S �/� �� L �� 5�✓S K�/ ,6z57,4/L/ B -Z S �,4,-v - AG'- o „ ���D� � y-/ SPS/✓ - 5'-0 ". _ �-.�. �'� 1.75' i ,! �X /, ?S X 3,Z3- X /Z/S X /,30 = 5B. 8,0i1y 3 7q2s 7 7' / T -.e y GX /Z -/OZF -Zak BY...v L/ 7Y ..-.. - DATE... / .. SUBJECT re4CTUeTt ..... .CCS ...........:.... SHEETNO.._--f...-.OF......_// CHKD. BY ............. .....DATE ........................O 703 ...................................................:......._......----•--..........................._........................... JOB NO..------...._. ---._. .-................................................................................................................. .................... -.................... ............... ... ...................... ............ .............................. ...... ............. ...... -.-....... ,-1,e/�, _ /z x Xz 7 1," 1 71(l, 6 ICI- ?7,7) 41,J25 G x (!:2) l'osTs Goy J' VI;W W?4ZC 4�15e, ¢D "cf) (: X /Z �.�TG .W/� — � E W. ^ BEAM DESCRIPTION: BEAM OVERALL BEAM LENGTH (FEET)....... 32 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 26 (DISTANCE MEASURED FROM LEFT END) LOAD DESCRIPTION: DL + LL ' UNIFORM LOAD ON CENTER SPAN (PLF)............ 455 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 455 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBO.. 0 REACTIONS: LEFT SUPPORT = 5,600 POUNDS. RIGHT SUPPORT = 8,960 POUNDS. MAXIMUM MOMENTS AND SHEARS: �fl,C*- DESCRIPTION MOMENT('#) SHEAR(#) ��= ^n LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 5' 600 - /�*�= '- LEFT SIDE OF RIGHT SUPPORT -8,190 -6,230 RIGHT SIDE OF RIGHT SUPPORT -8,190 2,730 '`~' ~- CENTER SPAN AT 12.31 FEET FROM LEFT SUPPORT -34' 462 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)''... 165 ALLOWABLE OVERSTRESS (%)........ 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_PROPERTIES FOR A 5.125 X 16.5 : BENDING STRESS (PSI)........ 1,842 SHEAR STRESS (PSI)........ 99 _�.� �� ' �� ` ? �-*�-� ' ' ' . —'' . _ - '20) DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE.CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.8 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) CENTER SPAN 1.19 TIP OF RIGHT CANTILEVER —0.75 & POSIT. (FT) 12.79 32.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 263.18 LOAD'DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 140 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 140 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.8 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.36 12.79 TIP OF RIGHT CANTILEVER —0.23 32.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 855.32 v" >7Z 7 r ��*�//�,a�^�������� �- ^�`-- -- ,^~ , _ — /�� 1~7 � BEAM DESCRIPTION: BEAM B-2 OVERALL BEAM LENGTH (FEET)....... 16 DISTANCE TO LEFT SUPPORT (FT).,.. 0 DISTANCE TO RIGHT SUPPORT (FT)... 16 (DISTANCE MEASURED FROM LEFT END) LOADIN6S LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 685 REACTIONS: LEFT SUPPORT = 5,480 POUNDS. RIGHT SUPPORT = 5,480 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 8.00 FEET FROM LEFT SUPPORT -21,920 ELASTIC MODULUS (MEGA PSI)....... 1'8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 MIKKAKERIM FOR A 5'125 X 12 : BENDING STRESS (PSI).....''. 2,139 SHEAR STRESS (PSI)........ 117 SHEAR (#) '0 5,480 -5,480 0 m e /�' De -s-16- /-j - DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLEC=TIONS: DEFL. (INiHES) POSIT. (.FT) CENTER SPAN 0.76 8. 0( DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLEi *TION= LOADINGS LOAD DESi=RIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............. 165 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROX I MAT IONS, THE ACCURACY OF THE CENTER: BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS o FEET. MAXIMUM DEFLECTIONS: DEFL.(INCHES) POSIT. (FT) CENTER: SPAN o. 18 6.0 0 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLEi :TION= 1040. 2, C-) G _ (x✓ i� Cf�Mc',2 , Q2 BY... ................................. DATE ........................ SUBJE.CT............................................................................. ............................ SHEET NO..--- ....... _..... OF .................. CHKD. BY......................DATE................................................................... _................................................ _........ _....:................. _.. JOB NO. ........................ � ...._.._........... ...................................... _............ I.............................. ._................:.....................................................................------------............................. ........................ _ _... _.............------......... __ _. LA 7,!F e,4 AN,4G Yz-5- /S 7-�ACFS le00� �'Zh' W IZ L 8E 41V,44YSEl0 //✓ Ty/E E -W ®/✓L Y /i✓ Tf>E N -S 0,1Ae ,!5cT/o1j �ooF - 1�✓//1/D ���D (/Js _ �� 6 5l� 1/, lel/ 6&�Jr7 5l< 9,x = -/3S K�/ C%DYr��iUS 75 A �L G//YE /7/Z =/sem �z j = zr 2oK Z //l/z4_7 - / �-2 SHEET NO...................OF.............. JOB NO. ..... _Q._70.._ ...... _... fe-,200 A - 3/8 "PZY Wl/ � G;"11v o 1Ie _ , ZOX 3, -'-VX 9 Z,--'= 6 6:5 I't' C 4,04Ci7 Y�� /�y� �. ?s /✓C/7/ C' �S'c "ropy cry -►Y/SCe- a'�r /Z° Az\ S/L G N,+/G /NC e (g/d, C. ,435E 2QrO,C:, ell 4/�Z J v y /Cly ':�:T e 6 'r/Z �L/SE S'41yzE '41 o ZI-5E SA A4 A- S cP_ vflFa4 ,e vt� L//V,� 1 Az /A/ld - ffOGDO Wil! TD reooF � 1`/<'3t 5-J =Iga "6i -.3/-g //Pzr W/8c -/& 97/z #Ocpo (Iv/t)gY C�PAc/T Y or' %z "A Boc 7 -GZ= /. ?G.r /. 3�Xe 6,5r BY f......`...... _....... DATE. /I/✓.. SUBJECT .`,..............KC_--/N./C.....tC..._L/TLCJ.......... SHEETNO....... ........ OPF............ CHKD.BY... _................. DATE ....................... .................................................... ........................................ _............... _..__........... JOB NO...... ..................................... _............ . ............................. ._.................................................................................................. ..._...... ............. ......................... - .......... ..... _.... -- ...... __ 0,0 Ile U✓ �./O'er// 1-2 ZX 121, Z -<; rs 7�4/2 ,ee )Zt2�ooe ?= /'. 4,.3 i/c 14�Z4-WI&.57410 L1�5 E 31±5 c1)X H/1Bc;p1E /Z ' A4 57Z/J 44XV dFG e06 Ef ✓C/� CS3 SHEET N' BY ..._.._......_........_DATE—-/�O�SreucrOc OF .------------ • .. CHKD. BY ................. DATE ---..._........._._..........-------............._..........-...-..........-...........----.._.........�_.._.-....__. ........ JOB NO. 7- fAl GIBE s,��� �s �. s�v�-,�2 �►�,¢-<< (Z,9�7' Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT. - Section 26-8.1 of the Bgtte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent ' 90-038378 Rec Fee 5.00 to land or included within an area zoned Cheek 5.00 [or. agricultural purposes, and residents of this property may be subject to incon- Recorded veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including Recorder X 1 but not limited to cultivation, plowing, 10:56am 6 -Sep -90 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 95, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 311, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF .THE VALUABLE MINERALS BENEATH THE SURFACE OF THE SAID LANDS, WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL MINING OPERATIONS, THE SURFACE OF SAID LANDS WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL SUCH MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THE DEED FROM MAGALIA MINING COMPANY, A CORPORATION, TO E. D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947, IN BOOK 423, PAGE 385, a: OFFICIAL RECORDS. Date: �L= T. �� /�%9y PROPE TY OWNERS: j State Awl• D�'.Ui On this the �j� day of �7-6E21��_ 195?0, before me, SS. the undersigned Nota�f Public, personally appeared County of W E]P. MC WHERTER s Personally known to me. Proved to me on the basis NOTARY PUBLIC -CALIFORNIA Of satisfactory evidence. Butte County e to be the person(s) whose name(s) My Commission Expires May 27,1993 a subscribed to the within instrument and acknowledged that �e�e■®��a!■rlaaamo®a�r�ae>a® executed the same for the purposes therein contained. IN W Z NESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. Z-/0 '2 Notary Public SuL Cal�c.� c out . 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT.FOR (CONT'D) , 4< xterior plaster - weep screeds (Sec. 4706). �oper roof pitch for roof covering (Chapter 32). �of covering type - (fire hazard). �er ties or bearing ridge beam. 8e'_G ge door or porch header sizes. 9 Adequate bracing. wing area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). At-tfc access and ventilation (Sec. 3205). 1 . UVerfloor access and ventilation (Sec. 2516). 1: Combustion air for fuel burning appliances. -145-.'No3 se requirements on duplexes. be soils - special foundation design. aining walls requiring design. u-sual shape, size, or split level house requiring lateral design. 4E^VZ-- 1 lashing at all exterior openings. �z-GY�iHJicJL c.�1� cc._ Art- eA t.C_J L'on��'L- ?` 9 7 I f'kX_ 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # / ?> y'%fl OWNER G/(. Gft&) CJG��- A.P. # &S — q -X ' 3 / GENERAL ,t]/ Zoning requirements: '(sideyards and number of permitted living units). 2e515,�Naluation. �ans signed by designer. ergy Design and Compliance. Existing violations on property. 6. Items on data sheet. PLOT PLAN �omplete parcel size and dimensions. �etbacks, sideyards, easements, etc. �! er buildings or structures. �a! rading, fills, drainage. . mood hazard. ecial conditions on -creation map or compliance document. 71/ FAU & FAS road setback. FT.nnR PT,AN Y omplete to scale plan with dimensions. quired windows for light and ventilation (Sec. 1205). quired windows for second exit (Sec. 1204). - ights (Chapter 34 & Sec. 5207). i/ ,. an impact glass (Sec. 5406). &-,'�*quired room sizes, ceiling heights (Sec. 1207). X- GF -Is in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance mechanical equipment. le Locations of water heater, heating and cooling equipment, other electrical or s equipment, and plumbing fixtures. 46 G e firewall, door size, and closer (Sec. 503(d)(3)). - 310" exterior exit door (Sec. 3304(e)). F" 14r. place and wood stove location, alcoves, and clearance. moke detectors (Sec. 1210). STRUCTURAL DETAILS .<lindation plan complete enough to construct building. �? ,Faoor construction details complete enough to construct building. a- vations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ,--5,�.Firep_lace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR 11/ S airway details: landings, rise and run, head clearance, handrails (Sec. 3306). .rdrail details (Sec. 1711 & 3306(j)). 3 lBrick or stone veneer (Chapter 30). Mandatory Measures Checklist: Residential - MF -1R NOTF— Lowrise residential buildings subject to the Sunnduds mus contain these mess= regardless of the compliance aaproach used. Runs matted with an amersk (•) may be stpaAded by mom stringent complunoe sequucments listed on the Ccnificate of Comdiance. when this checklist m is incorporated into the permit documents, ft fcstttra noted shall be considered by all panics u binding minimum component pafomuutce $P=rw.ations far the mandatorymeuures whether they are shown tlscwhere in use documents or on this cher lis only. DESCRIPnoN I DESIGNER I ENFORCEMENT Building Envelope Measures 42.5352(3): Minimum ceiling insulation R•19 .tithtc4 svenge. §2.5352(br Loan fill insulation manufanwet's labeled R -Value ' §2.5352(c): Minimum wall insulation in framed walls R -I I weighted avenge (does na 3ppl1 to cztaior rasa walls). 12.5352ftr Slab edge insulation - water absorption rue no greater than 03%. wata vapor transmission rate no V=mr than ZO p=Trdvwh . §2.5311: Insulation specified or installed melts California Energy Commission (fes quality standards- Indicate type and form. 12.5352((}: Vapor barriers mandatory in Clinutc Zones 14 and 16 only. 12.5317: Infdtntion/Esfiltntion Controls 3. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage b. Doors and windows certified. c. Doors and windows watherstripped: all joints and penetrations caulked and scaled 12-5352(e): Special infiltration barrier installed to comply with 12.5351 snow CEC quality standards 12.5352(4): lnstallarion of Fuspiaces 1. Masonry and factory -built fusplacrs have s Tight -fitting. closable metal or glass door b. Outride air intake with damper and control c. Flue damper and control 2. Nocontinuau homing gas pilots allowed. HVAC sod Plumbing System Measures ' §2-5352(8) and 2-5303: Space conditioning cgWpn=t sizing: unch ealculador L 12.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • 12.5316(3): Ducat cortwu ted. instilled and insulated per Chapter 10. 1976 LRdC. §2.5316(b)- Ezhaus systems have damper controls•. §2-5314(e): Gu -fired space hating equipment has intumittu+t ignition devices. 12-5314: HVAC equipment, water haters. showertuads and faucas certified by the CEC. §2.53520: water heater insulation blanker (R• 12 or greater) or combined intcriorksterior insulation (R=16 or grratcr): fust 5 fen of pipes closest to tank insulated (R-3 or greater). 12.3312(Eaccpdon n: Pipe insulation on steam and scam condensate rmvn de recirculating piping. §2.5319(dr Swimming Pool Hating 1. System has L On/off switch on hater. b. Weatherproof instrrxtion plate on hater. c. Plumbed to allow for solar. 2.75 percent thermal efficiency. 3. Pool cover. 4• Time clock. 5. Directional water inlcL Lighting and Appliance Measures r 12-535201: Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 12.5314(c): Gu feed appliances equipped with intermittent ignition devices. 12.5314(x): Refrigentors, mfrigerator•freezcm fenestra tad fluorescent lamp ballasts certified by the CFC. Indicate make and model number. . COMPLIANCE STATEM= This certificate of eomplix= lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Umptr: 2. &ibchipter 4. Article I of the California Administradve fide- This certificate has been signed by tine individual with ova -Z design r=Nnsibiiity told the building owner. who shall retain a copy of it and transmit the certificate to my subsequent purrltascr of the building. Designer Building Av=v Cow` ,,tcf O c— Name Name Tck,?rorre tax. 1: (signature) (date) Documentation Author Enforcement Agency Name Nasse; ' TitkJFtrrrt: Ag�7- Add.-r.: Tcicphorrc (date) 5L 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories -120 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R30 .2 -1 .1 . R38 0 0 0 U -value 8 6 4 0.50 -176 -84 -54 0.30 -102 •49 32 0.10 -26 -13 -8 Us -18 -9 -6. Us -11 -5 -4 O.C4 -4 .2 -1 O.C2 4 2 1 0.00 11 5 1 3 2. Wall Insulation 3. Raised Floor Insulation Insulation in Floor Number of stories One Two Three -17 -8 ' -5 3 -2 -1 0 0 0 3 1 1 .144 Single- Single - -120 -58 Family Family Multi - R -value Detached Attached Family R-0 -68 '-51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 1 10 5 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 36 .24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 •14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Number of stories One Two Three -17 -8 ' -5 3 -2 -1 0 0 0 3 1 1 .144 -70 -46 -120 -58 38 -95 -46 30 39 -34 •22 -43 .21 -14 . •17 -8 -5 -11 -6 -4 -6 -3 •2 -1 0 0 4 2 1 10 5 3 Controlled Ventilation Crawispace S. Infiltration (Air Leakage) Specification Points Staunched 0 ... 6. Glass Heat Loss Total Single. Number of stories Raised Floor .::. R-vaiue One Two Three R-0 -11 -7 .5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 .2 •2 4. Slab Edge Insulation - -10 ...... 40 Number of Stories 37 R -value One Two Three • R-0 0 0 0 R-5 8 5 2 . R-7 8 6 3 F2 facer _ 29 •58 X0.90 .4. 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Staunched 0 ... 6. Glass Heat Loss Total Single. Stab Floor Raised Floor .::. -Efrectlre Percent Class Il -value Stories Percent (percent Qtas x SC) (percent Ylrw x SC) .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 ' less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 •15 -29 •19 -9 1 10 30 -61 -21 -13 -4 4 12 29 •58 •20 -12 3• 5 • 12 28 -55 -18 -10 -2 5 13 27 -52 •17 -9 -2 6 13 26 -49 -15 -8 +1 7 14 25 -46 -14 •7 0 7 14 24 -43 •12 -5 1 8. 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 '-4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 it -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 ' 17 20 8 2 12' 14 16: 18 20 7. Shading (Shade Open) Single. Stab Floor Raised Floor .::. -Efrectlre Percent Class - Stories Multi (percent Qtas x SC) (percent Ylrw x SC) " Effective One Two, Three -- _ %Glass North East South West Skylight 18 5 1 . 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na it 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 .1 -1 •1 -1 2 0 -1 .2 -4 .2 0 na = not allowed 1 •1 .2 $. Shading (Shade Closed) Single. Stab Floor Raised Floor .::. Wective Percent Cissa - Stories Multi (percent Qtas x SC) Stxies " /CFA One Two, Three One Two North Esti South West StrySght 18 -14 -48 •69 -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50 -46 na 12 3 -29 -40 37 na 11 -7 .26 36 33 na 10 -6 -23 31 -29 -74 9 -5 .20 •27 -25. -65 8 5 -17 � -21. -56 7 -4 -14 -19 -18 .47 6 3 -11 -15 .14 38 ' 5 -2 -9 -it -10 -30 , 4 -1 3 -8 -7 -23 ` 3 0 -4 -5 -4 -16 2 1 •1 .2 •1 -9 9 9 10 4.0 3 6 0-* 2 3 4 .� 3 0 9. Interior Thermal Mass Interior Single. Stab Floor Raised Floor .::. Mass - Stories Multi SEER Stxies " /CFA One Two, Three One Two Three 0.0 .8 -5 .. -4 ... -2 .1 _ . 0.1 -8 -5 3 -1 0 •0 11.0 0.80 10 8 5 13 1.00 0.5 -6 3 -1 1 1 " ` 2 .... 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 .4 5 6 7 25 0 3 5 7 .7 8 3.0 . 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11. 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 , 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 85 7 10 12 13 - 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single. (assumes dt 699 Wag Famly Family Multi SEER Mau Detached Attached Family 0.00 0 0 0 ! 0.20 3 2 1 3 0.40 5 4 3 4 0.60 8 6 4 11.0 0.80 10 8 5 13 1.00 13 10 7 ; 1.20 13 12 8 5 1.40 12 13 SE None 1.60 10 13 -1 1.80 10 12 12 -25 200 = 10 _ 11 _ 13 I 11. Heating System Sc''-ar 7 POU SE or HSPF E None -28 (assumes ducts In attic) •. 8 Sum of 1-6 _ .25 or -24 to -14 to -4 to +8 to 16 Or SE HSPF less -15 . -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 .6.88 3 3 3 2 2 1 -0.80 7.33 8 - 7 6 5 4 3 0.85 7.79 13 11 "'10 8 7 5 0.90 8.25 17 15 13 11 9 7 095 8.71 20 18 -15 13 11 8 ESTective SE or HSPF (SE or HSPF x duct eMcienc7) ' - Effective •25 or -24 to -14 b 1 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 -64 -56 -47 38 30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 •5 -4 0.56 5.13 0 0 0 0 0 0 0.60 U0 5 5 4 3 3 2 i 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3' Other 6 5 4 3 2 2 12. Cooling Sys (SEER xdu (assumes dt 699 Sum � Sum c -24 to -1• -25 or .24 Its "U SEER leu .15 i 4 8.0 -14 -12 -1 . 8.5 -9 -7 8.9 -5 -4 9.0 -4 3 9.5 0 0 10.0 4 3 10.5 7 6 11.0 10 9 =- 120 15 13 13.0 20 17 (SEER xdu Water 699 Sum � Effective -25 or -24 to -1• SEER less -15 5.0 30 -25 6.0 -12 -11. 6.6 -5 -4 7.0 0 0 8.0 9 8 9.0 16 14 10.0 22 19 11.0 26 23 120 30 26 13.0 33 29 Zonal Conti Water 699 Heater Credit or No Cooling; = _Stories SG None 0 One -5 -4 Two + 3 3 POU 9 i .. Single -Family De 2 HWR i WSS -c'5 i Water • 8 , tf09 Heater (;(edit or -� Type Type less SG None 0 7 or Soiar 12 " - HP -HWR 8 WS3 5 POU ._ 8 SE None -37 '• Solar -1 HWR -18 WS8.. -25 ' - 'POU •t 8 _ IG None '-5 Sc''-ar 7 POU 3 E None -28 Solar 8 POU -10 -t Water 699 Heater Credit or Type Type lest_ SG None 0 or Soiar 14 HP HWR 9 . WS8 9 POU 9 SE None .45 Solar 2 HWR --23' WSS -c'5 _KU_23 IG None • 8 , Solar " 6 . POU 1 -• E None : 30 _-.Solar `18 ._ • -_ POU '_41 :R Raised Floor Insulation 2C0' cis In attic) 22W 7-10 10 to b -410 +6 to 16 or +5 +15 more 3 -8 -6 -4 .5 -4 3 t -3 -2 -2 1 -2 -2 ' -1 i 0 0 0 1 2 2 1 4 3 2 6 4 3 1 9 7 5 4 12 9 6 eSEER -6 -16 rt efflcieocl) -10' f 7-10 -12. -9 Io 110 45 io 16 or 5 +5 +15 more H -17 -13 -9 . 9 -7 3 4 4 3 . -22 T9-- 0 0 0 0 6 5 4 3 12 ' 9 7 5 ' 16 13 10 7 19 15 12 8 ?2 18 14 9 24 20 15 10 of Adjustment 7 6 4 3 ;ystem Installed 3 -2 -2, 2 2 1 Lathed and Attached Unit Size (si) Raised Floor Insulation 2C0' *1700 22W 2700 10 to to or SW 2199 2699 more 0 0 _ a 0 8 6 5 4 5 4 3 3 3 3 2 2 5 4 3 3 -24 -18 -15 -12 -1 -1 0 0 -12 -9 -7 -6 -16 -12 -10' -8 -12. -9 -7 -6 -3 -2 -2 -2 5 4 3 2 2 1 1 1 T9-- I i -11 -9 5 4 3 3 3 -5 -4 _ _ -3 (Individual units) Unit Size (sn MO 1200 1700 2200 10 to Io or 199 1699 2199 more 0 0 0 0: 7 5 4 3 5 3 2 2 .4 3 2 2 5 3 2 2 -23 -15 -11 -9 1 1 0 0 -12 -8 -6 '-5 -13 -8 -6 .3 -12 -8 3 -5 -4 ..3 -2 -2 3.8 4 4.2 ' _0 -y 0 0 0 -15 .j0 "-8 3 9 6 4 4 1.6 1.9 21 . 23 Point System Summary: Climate Zone 11 . SCORE CARD • Measures 1. Ceiling Insulation or R -value [381 U -value [0.0301 2. Wall Insulation or R-value(11J U -value [0.0981 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) c. South a. North X Interior Mass/CFA c. South - d. West = e. Skylight 8. Shading (Shade Closed) . rr+c r a►tt = 9. Interior Thermal Mass TYPE 1 MASS AREA . a ... COND. FLOOR AREA InteriorWass1CFA 10. Exterior Wall Mass - TYPE 2 MASS AREA . 9 ,1.1-91ic Exterior Wall Mass ND. PLOOR ARE> 11. Heating System X = TTPE I N4.SS tUr1C b 4.2. iat exposed .1=b1 - Effective SE or 10.7716.61 HSPF 10-56/5.151 12.. Cooling System X Zonal Control? ( Y / N) SU2 [9-51 Duct Efficiency (0.741 Effective SEER [7.031 13. Water Heating .._. -. - . . - _... .... -- ... Type [SGl cm" 0% S% to% 15% 20% 25% Sox 3S% 40% 4sx Sox SSx box 65X 70x 15% 8076 bsx tiox 95% 100% 1057.1107. tux 120-. 125` 0% 0 02 0.4 0.8 0.8 1.1 11 1.5 1.7 1.9 21 23 25 21 29 32 14 3.8 3.8 4 4.2 4.4 4.8 4.8 5 53 10% 02 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 . 23 2S 27 2.9 3.1 3.3 15 3.1 4 4.2 4.4 4.6 4.8 5 5.2 54 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 21 29 3.1 3.3 3.5 3.7 12 4.1 4.3' 4.5 4.8 5 52 5.4 56 30% O.S 01 0.9 1.1 1.4 1.6 1.6 2 22 24 26 28 3 32 3.5 3.7 3.9 4.1 41 4.5 4.7 4.9 5.1 5.3 5.6 58 407. 0.7 " 1.1 11 1.S 1.7 1.9 22 24 26 28 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5:7 5.9 50% 0.9 1.1 1.3 15 1.7 1.9 21 23 25 27 3 32 14 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.1 3.9 4.1 4.3 4.5 4.7 4.9 5.1 53 56 5.8 6 62- 60% 1 12 1.4 1.7 1.9 21 23 25 2.7 29 3.1 33 3.5 3.8 4 4.2 4.4 4.8 4.8 - 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.$ 1.7 1.9 22 24 2.6 2.8 3 3.2 3.4 36 3.6 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 25 21 2.9 3.1 3.3 35 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 62 64 75% 1.3 15 1.7 to 21 23 ZS 21 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.8 4.8 5.1 5.3 S.5 5.7 5.9 6.1 6.3 65 60x 1.4 1.6 1.8 2 22 24 26 2.8 3 3.3 15 27 3.0 4.1 4.3 4.5 4.7 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 85x 1.4 11 1.9 2.1 23 25 2.7 29 3.1 3.3 3.5 3.1 4 4.2 4.4 4.6 4.8 5 52 54. 56 S9 6.1 63 6S 67 90x' 1.5 1.7 2 2.2 24 26 2.8 3 3.I 3.4 3.6 3.1 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 68 95x 1.6 1.1 2 22 25 21 29 3.1 33 3.5 17 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 67 6.9 1007. 1.7 19 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 42 4.4 4.5 4.9 5.1 5.3 55 5.7 5.9 6.1 6.3 65 6.7 7 105% 1.8 2 22 2.4 26 28 3 3.3 3.5 3.7 3.9 4.1 4.3 45 .4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 1107. 1.9 21 2.3 2.5 21 29 3.1 3.3 36 3.8 4 42 4.4 4.5 4.8 5 5.2 5.4 5.7 5.9 LI 6.3 6.5 6.7• 69 7.1 115% 2 22 2.4 26 28 3 32 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.5 6.8 7 ' 72 120% 2 23 2.5 2.7 29 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.S 6.7 6.9 7.1 73 125% 21 23 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4A 5.1 5.3 55 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 . SCORE CARD • Measures 1. Ceiling Insulation or R -value [381 U -value [0.0301 2. Wall Insulation or R-value(11J U -value [0.0981 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) c. South a. North X b. East c. South - d. West = e. Skylight 8. Shading (Shade Closed) or R-value[191 U -value [0.0371 or R -value [01 F2factor10.771 Standard Type [double] U -value [0.651 90 Tout] Glass (161 % Glass SC ..Eff. % Glass X = X = X = X X = % Glass SC Eff. % Glass a. North X = -• b. East _ . _.. X c. South X = d. West X = e. Skylight X = 9. Interior Thermal Mass TYPE 1 MASS AREA . a COND. FLOOR AREA InteriorWass1CFA 10. Exterior Wall Mass TYPE 2 MASS AREA . 9 Exterior Wall Mass ND. PLOOR ARE> 11. Heating System X = Zonal Control? ( Y / N) SE or HSPF Duct Efficiency 10.78) Effective SE or 10.7716.61 HSPF 10-56/5.151 12.. Cooling System X Zonal Control? ( Y / N) SU2 [9-51 Duct Efficiency (0.741 Effective SEER [7.031 13. Water Heating .._. -. - . . - _... .... -- ... Type [SGl cm" 0 Sum l•6 Point Total. Surn 7.10 Certificate of Compliance: Residential ..- " = "" Orientation (sf) Climate Zone No -h � ) No rLh ( ) Project Tltle , East ( ) East ( ) SOUL`1 ( ) Building, Permit # Project Address West ( ) West ( ) . maticed By /Dau Documentation Author Telephone Area Thickness Enforcement Agency Use Only (sf) (inches) Location/Descriation (kitchen bath, etc.) HVAC SYSTEMS Minimum Duct Glass Area % Glass BUILDING DATA conditioner, hest pump) North Maximum Furnace Heating Output: Btuh Conditioned Floor Area Number of Stories East gas, etc.) Caoacitv (or approved equal) Special Features) _ Slab/Raised Floor Number of .Units South (] Single Family Detached (SFD) [ ] Addition -Alone West [ ] Single Family Attached (SFA) [ ] Existing Building' Skylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition Total BUILDING SHELL INSULATION Component Insulation LocaiionlComments Type R -Value (Anda to garage, =icnl. etc.) Wall .............. Wall ...........». , Roof ............. Roof ............. Floor ............. Floor ............. : Slab Edge..... GLAZING Shading Deyices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) (Toiler blind etc.) (shadescreen, etc.) (yes/no) (metaltwood) No -h � ) No rLh ( ) East ( ) East ( ) SOUL`1 ( ) South ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Coverirg Area Thickness (slab/excosed, tile, etc.) (sf) (inches) Location/Descriation (kitchen bath, etc.) HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, hest pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model# System Tvm (stora¢e gas, etc.) Caoacitv (or approved equal) Special Features) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) - ' L. Certificate of Compliance: Residential TY _ . Climate Zone .11 JAr JZ C.40eJ C-OaC ProjectTiue 0340 Project Address .. _ Documentation Author '-Telephone �.. ._ Bu' g uM 7 Checked By / Date Enfotoement Agency Use Only Orientation (sf) (single, double) (roller blind, etc.) -. - (metal/wood) Glass Area % Glass BUILDING DATA North North J 99-, EastEas( ) Y. Conditioned Floor Area 3 Number of Stories 1 East Slab 'sed Floor Number of -Units [-_ - South ��, /• i [ Single Family Detached (SFD) [ ] Addition Alone West Skylight 512, /. 4.0 Skylight....... �— [ ] Single Family Anched (SFA) [ ] Multi -Family (MF) [ ] Existing Building ( ] Existing -Plus -Addition Total 570, 3 Type/Covering Area Thickness (slab/exposed, tile. etc.) (sf) (inches) Location/Description (kitchen. bath, etc.) BUILDING SHELL INSULATION �r Component Insulation Locaf.on/Commerlts ,. -' HVAC SYSTEMS Minimum Duct Type R -Value (aria to garage, CTiac?. etc.)** Type (fumace, air Efficiency Location Duct - Wall .............. if -. (Btuh) (or approved equal) Wall .............. Roof ............. ale Roof ............. Floor ............. - Floor ............. , Slab Edge..... .GLAZING Shading Devices Glaring Area Glass Type Interior Exterior - . Overhang Framing Type Orientation (sf) (single, double) (roller blind, etc.) (shadescreen, etc.) (yes/no) (metal/wood) North ( ) $7•,i 0646&& North EastEas( ) Y. '• South South ( ) West ( ) 57•��' West ( ) Skylight....... �— '• THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile. etc.) (sf) (inches) Location/Description (kitchen. bath, etc.) �r ,. -' HVAC SYSTEMS Minimum Duct Type (fumace, air Efficiency Location Duct Output Manufacturer / Model # conditioner. heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: :AP /o b Btuh - HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Ig System Installed -3 -2 -2 .� 2 2 2 1 SEER a. North let ducts In attic) x ism of 7.10 Detached and Attached I 4 Unit Size (sQ 1-t4 to -4 b +6 to 16 or. 5 +5 +15 more -10 4 -6 4 -6 -5 •4 -3 -4 -3 -2 '-2 -3 -2 -2 ' -1 0 0 0 0 3 2 2 .1 5 4 3 2 7 6 4 3 11 9 7 5 14 12 _ 9 6 11 ¢dire SEER _-12 -9 : - -7_ educt cMdency) -3 -2 ism of 7.10 -2 5 4 -141 410 +6b 16 or 5 +5 +15 more -21 -17 -13 -9 . -9 -7 -6 -4 4 -3 -2 -2 , 0 0 0 0 I 6 5 4 3 j 12 9 7 5 ` 16 13 10 7 19 15 12 8 22 18 14 9 24 20 15 10 Introl Adjustment 4 3 7 6 4 3 Ig System Installed -3 -2 -2 .� 2 2 2 1 SE or HSPF a. North , 9 x -27 Detached and Attached I 4 Unit Size (sQ b.' '12M 1700 2200 2700 y b to to or :1699 2199 2699 more 0 0.. '-0 13. Water Heating 0 ' 8 6 5 4 5 4 3 3 3 3 2 2 5 .•_ 4 3 3 -24 ,i-18 -15 -12 1. 1 0 0 -12l -9 -7 -6 -16.y-12 -10, -8 _-12 -9 : - -7_ -6 -3 -2 -2 -2 5 4 3 2 2 / 1 1 -19 -14 -11 -9 5 4 3 3 -6 5 -4 3 y (Individual units) _- t Unit $ISE (6 d. 700 1200 1700 X00 b to to or ;1199 1699 2199 more r 0 0 0 0. = 7 5 4 3 5 3 2 2 4 3 2" 2 5 3 2 2 -23 -15 -11 -9 - 1 1 0 0 -12 -8 -6 -.5 -13 -8 -6 -5 -12 -8 5 -4 -3 -2 _-5. -2 i 3. 2 1 ' 0 ._-•o 0 0 - ::-15 -10 - -8 - 9 ,. 6 ..: 4 4 -4 -3 -2 _-2 Point .System Sllmmary: Climate Gone n SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. • Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures 3, or R -value 1381 U -value [0.030] or R-value[11] U -value [0.098] / -/ or R -value [ 19] U -value [0.037] Or R -value [0] F2 factor [0.77] Standard Type [double] U -value [0.65] Point Scores 0 /:-- yy % Total Glass [ 16] Sum 1.6 , yo % Glass SC Eff. % Glass SE or HSPF a. North , 9 x -27 Interior Mass/CFA. -�- b.' East /.S� x Zonal Control? ( Y / N) c. South //.99 x 13. Water Heating = 23 d. West / • x Credit [none] _., . t e. Skylight :t-.. x .. ,. - 8. Shading (Shade Closed) . TM 2 PASS % Glass .. Eff. % Glass a. ,.. .... _ _ . (, �- = / b. East /.43 x .G(- = c. South - x . W" Ic.rv.c.a .I.el d. West / , x G 6- t TYPE 1 KASS' MAC a 4.2• les exposed -slab) x 9. Interior Thermal Mass TYPE 1 MASS AREA -0% 5% 10% 15% 20% 2S% 30% 35% 40% 45% 50% 55% W% oft 70% 7S% 8076 85% $ Exterior Wall Mass ND. L OR AREA � Sum 7-10 0076 05% 100% COSY. 110% 115%.120% 125- 0% • 0 0.2 0.4 - 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 25 2.7 29 3.2 3.4 3.8 3.8 4 4.2 4.4. 4.6 4.8 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21' 23 2S 27 2.9 3.1 3.3 3.S 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 30%. 0.3 0.6 0.7 0.8 0.9 1 1.1 1.2 1.4 1.6 1.8 2 2.2 24 27 20 3.1 13 3.5 17 3.9 4.1 4.3 4.5 4.8 5 52. 5.4 56 40% .0.5 0.1 OA 1.1 13 1.4 1.5 1.6 1.7 1.8 1.9 2 22 22 24 24 26 26 28 3 32 3.5 3.7 19 4.1 43 4.5 4.7 4.9 5.1. 5.3 5.6 58 50Y. 0.9 1.1 1.3 13 1.7 1.9 21 23 15 21 28 3 3 32 3.2 U 3.4 3.8 3.6 Ill 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5:7 5.9 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 SS% 0.9 1.1 1.4 1.6 1.8 2 2.2 24. 2.6 26 3 12 3.5 3.7 3.0 4.1 4.3 4.5 4.7 ' 4.9 5.1 5.3 5.6 5.8 6 2 60X 65% 1 1.1 12 • 1.3 1.4 1.S 1.7 1.7 1.9 1.9 21 2.2 23 24 2.5 2.7 29 11 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 .6 6 3 70% 1.2 1.4 • 1.6 1.8 2 22 25 2.6 21 2.8 2.9 3 3.1 3.2 3.3 3.4 3.5 3,5 3.7 3.8 3.9 4 4.1 4.3 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 75% 1.3 15 1.7 1.9 21 23 25 27 3 3.2 U 3.6 3.8 4 4.2 4.4 4.6 4A 4.8 4.8 5 52 5.4 5.6 58 6 6.2 64 5.1 5.3 5.5 5.7 S.9 6.1 6.3 6.5 807: 65% 1.4 1.4 1.6 1.7 1.8 1.9 2 2.1 22 2.3 2.4 25 26 2.8 3 3.3 3.5 3.1 3.9 4.1 4.3 4.S 4.7 • 4.0 5.1 5.4 5.6 5.8 6 6,2 64 66 90Y.' 1.5 1.7 2 2.2 24 26 2.7 2.8 29 3 3.1 3.2 3.3 3.4 3.5 3.5 3.8 3.8 4 4.1 4.2 4.4 4.6 4.8 S 52 54 5.6 5.9 6.1 63 6S 67 95% 1.6 1.8 2 22 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.3 4.5 4.6 4.7 4.8 4.9 5 5.1 5.2 53 5.4 55 5.7 5.9 6.2 6.4 66 68 100% 1.7 1.9 21 2.3 25. 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.6 5.8 6 6.2 6.4 6.7 69 55 5.7 5.9 6.1 6.3 6.5 6.7 7 105%- 1.8 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 S6 5.8 6 6.2 6.4 6.6 68 7 110Y. 115% 1.9 2 21 2.2 23 2.4 2.5 2.6 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 120% 2 2.3 2.5 2.7 2.8 29 3 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.1 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.5 ' 5.7 5.9 6.2 6.4 6.6 6.8 7 7 2 125% 21 23 25 28 3 3.2 8.4 3.6 3.8 4 4.2 4.4 4.4 4.6 4.6 4.8 4.9 5 5.1 5.2 5.3 S.4 5.5 5.6 5.7 So 6 6.2 6.5 6.7 6.9 7.1 7.3 5.9 6.1 6.3 6.5 6.7 7 7.2 74 Point .System Sllmmary: Climate Gone n SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. • Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) Measures 3, or R -value 1381 U -value [0.030] or R-value[11] U -value [0.098] / -/ or R -value [ 19] U -value [0.037] Or R -value [0] F2 factor [0.77] Standard Type [double] U -value [0.65] Point Scores 0 /:-- yy % Total Glass [ 16] Sum 1.6 11. Heating System , yo % Glass SC Eff. % Glass SE or HSPF a. North , 9 x -27 _ -�- b.' East /.S� x Zonal Control? ( Y / N) c. South //.99 x 13. Water Heating = 23 d. West / • x Credit [none] _., . t e. Skylight :t-.. x 77 = / �- 8. Shading (Shade Closed) % Glass SC Eff. % Glass a. North ), 9 x . (, �- = / b. East /.43 x .G(- = c. South //.51 x . W" = ?. d. West / , x G 6- e. Skylight z x 9. Interior Thermal Mass TYPE 1 MASS AREA / 1 / 10. Exterior Wall Mass InteriorMass/CFA COND. FLOOR TYPE 2 MASS AREA AREA �• �9 $ Exterior Wall Mass ND. L OR AREA � Sum 7-10 11. Heating System , yo x Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or _ �12. [0.72/6.6] _ HSPF [0.5415.15] Cooling System 0, D x = _5 Zonal Control? ( Y / N) SEER [9.5] Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating ..Type ISG] Credit [none] _., . 7fiJr Pnfn►Tf)M 1. Ceiling Insulation Single- Single - Number of stories R -value R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R38 0 0 0 U -value . 2 2 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. O.C6 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 0 0.08 a 2. Wall Insulation 3. Raised Floor Insulation Single- Single - Insulation in Floor R -value Family Family Mulli- R-value Detached Attached Family R-0 38 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -11 -6 -4 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Specification Number of stories Insulation in Floor R -value -144 Number of stories -46 R -value One Two Three - R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value Specification Number of stories Mass R -value -144 -70 -46 . ;. 0.50 . -120 -58 38 i 0.40 -95 -46 30 0.30 -69 34 .22 0.20 43 -21 -14 0.10 -17 -8 -5 i 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace X0.90 "S:In filtration (Air Leakage) Specification Number of stories Mass R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation .31 to 0.30 or -` Double Number of Stories .50- R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -75 -29 -19 X0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 "S:In filtration (Air Leakage) 7. Shading (Shade Open) Specification - Points`_ Mass Standard `SlonBS %Glass North (percent Ylasr x SC) 6. Glass Heat Loss ' W/6* 18 Total - • North East South 'West Skylight U -value 5 Percent na 16 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50- :40 -- less 50 - -121 -53 -39" -24 -10 4 40 -• -90 37• -26 -14 3 8 35 -75 -29 -19 .9 1 10 30 31 -21 -13 .4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 -2 • 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 46 -14 -7 0 7 14 24 -43 -12 .5 1 8 14 23 -40 -11 .4 2 8 15 22 37 -9 3 3 9 15 21 34 .7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 .10 13 16 19 10 3 9 11 _ 14 17 19 9 -1 10 13 15 ' 17 20 8- 2 12 14 16: 18 20 7. Shading (Shade Open) Exterior Wall Raised Floor - Mass E freetlre Percent Class `SlonBS %Glass North (percent Ylasr x SC) SotAh Effective W/6* 18 14 %Glass North East South 'West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na . 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3 �. Shading (Shade Closed) -4 -5 EffectlyePeic Clan t -16 2 1 (Percent titan x SC) -2 EAedive Exterior Wall Raised Floor - Mass ' `SlonBS %Glass North East SotAh West W/6* 18 14 48 -69 -6 -- na 16 -12 -42 •59 -55 na 14 -10 35 -50 -46 na 12 -8 .29 -40 37 na 11 -7. -26 36 33 na 10 -6 -23 31 -29 -74 " 9 -5 -20 -27 - r -25 35 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 -2 -9 -11 -10 -30 . 4 -1 3 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 6 8 8 9 1 -4 0' 2 3 4 ;' 3 0 na - not allowed 6 8 9 10 9. Interior Thermal Mass Interior ' ' Slab Floor Exterior Wall Raised Floor - Mass ' `SlonBS Detached Attached Famly 0.00 Stones : - /CFA One Two Three One ,Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 -0.3 -7 -4 -2 0 1 1 0.5 -6 . 3 -1 1 1 2 0.7 -5 -2 -1 1 2 .2 0.9 -5 -1 0 2 3 3 1.1 -4 - -- -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 .3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6. 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall %vle- . Single - Mass Family Family Multi Detached Attached Famly 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11..... 1.80 10 12 12 200 10 11 13 i 11. Heating System SE or HSPF (assumes ducts In attic) _ Sum of 1-6 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2. 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 Effective SE or HSPF (SE or HSPF x duct eff ciency) Effective -25 or -24 to -14 b j to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 2.75 -73 •64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 825 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 Mandatory Measures Checklist: Residential • - MF -1R NOTE: Lowrise residential buildings subject to the Standards mus contain these measures regardless of the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent eomplan t: requirements fisted on the Certificate of Compliance. When this checklist u incorporated into the permit documents. the features noted shall be considered by all parties as binding minimum component performance speeifiations for the mandatory me-asures whether they are shown elsewhere in the documents or on this checklist only. DESCWPrION - I DESIGNER I ENFORCEMENT Building Envelope Measures §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b}. Loose fill insulation manufacturer's labeled R -Value. §2.5352(c): Minimum will insulation in framed walls R-11 weighted average (does tat apply to exterior mass walls). §2.5352 ft Slab edge insulation - water absorption tate no greater than 0.3%. water vapor transmission rate no greater than 2.0 peiWinch. §2.5311: Inundation specified or installed mats Calilomia Energy Commission (CEC) quality standards Indicate type and form. 12.5352(f): Vapor barriers mandatory in Climate Lanes 14 and 16 only. §2.5317: Infnitntion/E:filtration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit au leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all "pints and penetrations caulked and sealed 12-5352(e): Special infiltration barrier installed tocomply with 12.5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: L Tight fitting. closeable meal or glaze door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. 12-5352(h) and 2.5315: Setback chemostat on all applicable heating systems. • 12-5316(x): Ducts constructed. instal led and insulated per Chapter 10, 1976 UMC. §2-5316(br Exhaust systems have damper controls. §2-5314(e): Gas -rued space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showert"& and faucets certified by the CEC. §2.5352(1): Water heater insulation blanker (R-12 or greater) orcombined interior/exterior insulation (R-16 or greater); first 5 feet of pipes closes to tank insulated (R-3 or greater). §2.5312(Exeeption I): Pipe insulation on steam and steam condensate return dt recirculating piping. §2-5318(d): Swimming Pool Heating 1. System har. a. Onloff switch on heater. b. Weatherproof instruction plate on heater: e. 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. 12-5314(c): Gas rued appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator -freezers. freezers and Fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of comptlianee lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20, Chaptzr 2. Subchapter 4. Article I of the California Administrative code. This ecrtificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and trz=it the oettificate to any subsequent purdlaser of the building. Designer Nsrl>C • - - TilteJFms ' Address: Tekp)wn= L ic.1: (signature) (date) �I. Documentation Author r Name: d� Address: Building Owner Nam= Tak/Fum Address: Tekphone: (signature) Enforcement Agency Nam= AtQ r. Telephone (date) 11 BY .... ........................ . ...... D A T E . SUBJECT ............ -------------- .. ......... SHEET NO........ . ......... OF ...... _7 - JOB . ..... ............... CHKD. BY.J!7��nATE. .. ........... . ....... .. ........................... .... . ..... ..... ............... ............. ...................... ......................-..........._......-...--•---.._-...__.. F L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (910) 872-0254 Z7'Ie44117- 574/2 A-14 HI L/ rjfESS/ O 9lL C.D N rn 6QM MUNTY /--e-00& Oe /o/onc- civ BULMG DSPAWMGM OFC Apppov-m 7x 3,,r c2 a To Zol —Z"-ve Sr, > -.911c �0-f) e- ffl'/5 e Aosn- 41 "V'0" 7-9, SPECS 67 r//t-/4f ee 41 //7l A; 242�Or/ Aeyyywo Atl,4 61J, 10koalc7- 5 ry Rl I-,gi A,f /Y 0-a6 7- 5' —4571"t A 30 7 J COIJC4 5:- re- -4,1e T. S 7-�Xkf- lie-/ 74/ 49D4 x5r Al- to w_ So C�/E� �O�L �/OTES> ��// 9/9/0 BY..._......_ ....................... DATE ........................ CHKO. BY ................ _.... DATE SUBJECT.................... ................ .......... ............ _........................................... SHEETNO............ OF ..... ......... .............................................. _................................................................................. JOB NO..0 ............. ... .... .............. ��� /`� — / S /�i4 `✓ — 3 Z = o ' W/G '—o " CAW T/GE l%�'•�' GJG � '� Z/� X OJ off=_ .3�5 �� L(%� L �5."✓-� K�� ,6z5AI7 8 -Z S /4 4-/,/ - AG'- o „ � s 7 lli�14n �e I.7S' . 59, A�911y 3, �o� 7- 7" /ZZ,12 4'C oc ' 2.71;50 Zs BY....fl.. .........._........DATE..../ .. SUBJECT 7../;074L.....C16.C5 ............... SHEETNO....-�..._OF._..._/ .... . CHKD.BY.................... DATE ........................ JOB NO.... ........... ... ...................... ._..................._...........------...........................................--................................................................ .............. ................................................ ......................... ...................... ._.............. .... /Z X /1�y,5 ZG ./19 �-T (?7,7) o X,oS /o./,7SZG .615e, 40 "` &� X /Zif�� -?0;5f E W. BEAM DESCRIPTION: BEAM B-]. OVERALL_ BEAM LENGTH ( FEET) ....... S DISTANCE TO LEFT SUPPORT . (FT) .... 0 DISTANCE TO RIGHT SUPPORT (FT) ... _C (DISTANCE MEASURED FROM LEFT END) LOAD I NGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF )............ 455 UNIFORM LOAD ON RIGHT CANTILEVER (PLF) ....... 455 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBO.. 0 LOAD CALi=:ULA"f I ONS ----------------- ��r 7- J -0z7 Joz: /✓r, 4 -� // '7©3 REACTIONS: LEFT SUPPORT = 5,SOO FOUNDS. RI GHT SUPPORT = 8, 9SO POUNDS. MAXIMUM MOMENTS AND SHEARS: C/�iEC/G Z670e &I DESCRIPTION MOMENT (s #) SHEAR (#) s�' ` LEFT SIDE OF LEFT SUP'POR'T c"; r 7,311-1 /, RIGHT SIDE OF LEFT SIDE OF LEFT SUPPORTJi RIGHT SUPPORT 7 -8, 19 ) 5, Ei yi f n �� ` 2.729/1 ' �/4 //J —6, 230 • RIGHT SIDE OF RIGHT SUPPORT —e,190 30 2,730 CENTER SPAN AT 12.31 FEEL" FROM LEFT SUPPORT —34,4S2 MATERI AL PR:OPER:T I ES ELASTIC=: MODULUS (MEGA PSI)....... 1.8 ALLOWABLE. BENDING STRESS (PSI)... 2400 ALLOWABLE HOR:IZ. SHEAR: (PSI)..... 165 ALLOWABLE OVERSTRESS (%)...a..... 15 MAXIMUM ALLOWABLE STRESS (PSI')... 2760 MAXIMUM ALLOWABLE SHEAF' (PSI).... 189.75 SECTION PR'OPER'TIES FOR A 5.125 X 16.5 . BENDING STRESS (PSI)........ l,e4 SHEAR STRESS (PSI)........ 99 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE.CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS on FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) CENTER SPAN 1.19 TIP OF RIGHT CANTILEVER -0.75 ^1 /7�7� ��� /v^� ~/�~_/ POSIT. (FT) 12.79 32.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 263.18 LOADDESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 140 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 140 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 0 , DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.8 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.36 12.79 TIP OF RIGHT CANTILEVER -0.23 32.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 855.32 � ���� r '� Pc��/Z'79' ^ ^ � ��n = /� � ���7 � 6�' /� '_ -- � `- ' __ ��/�� .�[r--- ^�7�^��'vo^?v7' -�� ������ NOV. BEAM DESCRIPTION: BEAM B-2 OVERALL BEAM LENGTH (FEET)...,... 16 DISTANCE TO.LEFT SUPPORT (FT).,.. 0 DISTANCE TO RI6HT SUPPORT (FT)... 16 (DISTANCE MEASURED FROM LEFT END) LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 685 REACTIONS: LEFT SUPPORT = 5,480 POUNDS.- RIGHT OUNDS�RIGHT SUPPORT = 5,480 POUNDS, ^ MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 8.00 FEET FROM LEFT SUPPORT MOMENT('#) SHEAR(#) 0 10 0 5,480 0 -5,480 0 0 -21,920 0 ELASTIC MODULUS (MEGA PSI)....... in ALLOWABLE BENDING STRESS (PSI)..' 2400 ALLOWABLE HORIZ. SHEAR (PSI)....' 165 ALLOWABLE OVERSTRESS (%)...;..... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_PROPERTIES FOR A 5.125 X 12 : BENDING STRESS (PSI)........ 2,139 SHEAR STRESS (PSI)........ 117 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLEi_TION POSITION IS PLUS OR MINUS 0 FEET.. . MAXIMUM DEFLEi_TIONS: CENTER SPAN J�� sJ O `'oma DEFL. (INCHES) POSIT. (FT) 0.76 8.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 252.01, LOADINK LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............. 165 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE . REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL . ( I N=:HES) POSIT. (FT) 0.18 8.0o DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1046.20 Z FFeon l/ G / v Low 8/90�c'� �c/c �C//2�L C'AL C,'S / // BY...................................... DATE ........................ SUBJECT...........................................................................................:............. SHEET NO.//......'f........? .......... _...... CHKD. BY......................bATE ........................ .... JOB NO....vnn ....................... ._....................................-----.........._............................_......... ......................................................................................... _...... . ................... ............................. -........... ..................... ....... 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JOB NO. ....... a.70... _...... _....... .. ..................................................................................-... -................................................................................................... -........... ........ ........................................... _.... L . % _ vc%GGS - z/rVzF - /07= ,ZoX3,5Xy,r,-'=6.65%e w = 95X.noB X2x.a/ =, C',-�AC/T X 42,4--- a _ , /Oax/. 5 z � ,Q 45-j�tZ/� 2% O'' Z-,/,l,/E - 2 - Z //Y,E -3 L /AVE 4 A 5z 41JE 34/ye 4 S o ,A�2 Y//_ `/NE 1 G/S'E SAAA- 5 V✓ e -I &Ke � To f3 y Bic i 0', 5-1 "/6C / o e ';r 12; /Gde 9'a z, q3s� 27�d.r #0Z,4 1/Daowlu-5 f A*&,�C 8Y..t!.. CHKO. BY.......... •.................................................................................. ..._/......................................p............................. L. /`t DATE .(I ...DATE ..................... SUBJECT...... . J .......................... Coo, Kc0*T'� Alp /6.93„� SHEET N0....4/-... OF ...... // JOB NO. ...... DZJ��'7 _ 1/�'' O"Q.C. DZ�I ���WAi /o #��Z,4 -wleX .s 74,0 2 z1sE 3/8 C -ox w/B(,,/& �z f � 2'--��'' a. c / ���� ���o Vv�✓s w/fir ✓C/,� vR S7 )e4l,C7c CSc C c s BY... .._.._.... - -._ DATE _� //.. SUBJECT ...-- ............ -..--....----..... ........... ........ - -- -- - /--- - --. SHEET ND . ..... _�_ CHKD. BY .......... ........... DATE .................--.. .......................... ---_............................... ....... .... ------ - _.. Joe No. _0.703 �... L, ,4 , J/ -lei le 1i/,4Lc 1' - cccooR (��✓ 7''0% L�r►r� 3 ��, � �Z: 9� t Z• 3r���� =,3/��/ -3/g "�GY �Y/ed� •�'iz �� * @Com 9195' 1417- S-M6r,� WA� A�T 6, �-/v 214 CF �YL. CmVITIo,c/5 ,l%loz,11vE RESMENTIAL r 65-42-31 2312-91B ` GROWCOCK,Jack 6360 Columbine, Magalia cont: Timberock Const (retaining wall) JOB FINALE Signature /i J=OK O = Not OKNot - = Not Readyable MOBILE -HOMES Date MOBILE HOME UTI9-ITIES (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 B-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 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 'i =- O = of OK �J Not Applicable /►„/ Not Ready RESIDENTIAL (; 7 // Date UND FLOOR (Plans) OK except ft's 1. o ng -Setbacks -Easements -Flood -Slope 2. g., Main; Soils-Elec..GFac�-/rj,!" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Fig., orches & Decks; Soils -Steel-/ /Ftg. Depth 5P6walls, Main; Steel -Bloc kouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 9 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation �1-6. Insulation Date b- I I Card B-1 Date Card B-1 Date t, b� `i Card B-1 L-0 --' Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------- -- ------------------------- 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ` ---------- -- ------------------ 19. Shower Pan; Test. First Floor -Tub Access -------------- ----- ------------------- 20. Test Tub & Shower. Second Floor -Tub Access -------------------------------------- 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 ---------------- - --------- --------- -- -- ------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection ----------------- ---- --------------------------------- - - - 23. Elec,. Receptacles Spacing -Lights & Switches at Doors - ------------- ----------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ------- ------------------------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. ---------------- 26. Equip Ground made'up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------------ ---=----------------------- 28. Subfeed Wire Size / ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At ------------------------------------------- ----------------------- 29. Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---------- --------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ----------------------------------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. ------------------------------------ --------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ----- ------ ------------------------------------------------------------------- - 33. Smoke Detector ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) Ok except 4's 34. A.C. Ducts Insulation & Support ----------------------------------------------- ------------------------ 35. Vent Fan: Exhaust above insulation ------------ ------------------------------------------------------------ 36. Condensate Drain & Overflow: Size & Grade ------------- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------------------------------------------- --------------------- 38. Attic Access & Platform if Furnance in Attic ----------------------------------------------------------------------------------- Date Card B -t Date Card B-1 ----------------------------------- -­--Date ---------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's .M 39. Sils. Proper Material & Anchors r' ------------------ ------------------------------------------------------ --------- �'':' 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------- -------- ------------ ----- ------------.._. 41. Bearing Walls over Girders & Floor Nailing ---------------------------------------------------------------- ----------------- 42.--Draft-Stop-in- Walls (rat proof) ------------------------------------- ----------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ---------- - -- ------------------------------------------- 44. Headers & Beam -Size & Bearing Wt "ingle &Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing . 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. _Stairs; Width -Headroom -Rise -Run -Landing -fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers --------------- 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------------------- -------------------------- Date Card B-1 Date Card B-1, Date Card B-1 Date Card. B-1 Date FINAL (Plans) OK except tf's ___ _______ 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents-Clearance-Comb'Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting -------------------------- -- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ------------------------------ 66. Elec'Trim & Subpanel; Breaker Sizes & Labels ------------ - ---------- 67. Stairs & Rails 68 Fireplace or Stove: Clearances -Hearth 69, Elec. Outlets at Wood Panel; Inti& Ext. -- ------- ----------------------- ----- 70. Kit.Fixt_& Appliance. Grnd_Air Gap -Cooking Clearance -------------- 71.- Elec.-Outlets & Receptacles at Kit. Counter ------------------- -- --- 72. Garage Fire Door; Swing -Landing -Closer ---------------------------------- 9 -- pera-Dam -------------73.---A.C. Duct in Gara-------------------------- - 74. Wtr. Htr.; Vents-Clearance-Comb..Air-Connector-P.R.V. . In Garage; Above Floor-Mech. Protection ------------------------------ _Equip. 75. Plb.. Elec. & Mech. Listed for Location -------------------------------- 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection ------------------------------------ - 7 Insulation -Foam -Looked in Attic ❑ Yes - -- ------------------------------------ 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ----- ------------------------------ 80. Following instld.; Drive ❑ Yes ❑ No; Walks d Yes ❑ No; Planters ❑ Yes ❑ No ----------------------- 81.- ----------------------81. Stucco: Brown -Finish --_--- 82. A.C. Unit: Disconnect, Electrical; Plumbing 83. Vents Above Roof; Plbg.-Appliance-fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground -- - - 86. Ventilation Throughout House 87 Glass Protection - - 88. Corrections from Previous Inspections -----------------------..------------------------------------- 89. Gas -Test -Meters -Tagged: Gas -Electric ------------------------------------ ----------- 90. Water & Sewer Connected -C/O to Grade -HD Approval ---------------------- ------- - 91. Ener Compliance -certificate -Other Certificates ----------------------------------------- - - _Date __ _ Card B_1 ____ Date 4 Card B-1 Date Card B-1 Date -Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 G21/z - s / 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. 'A i Date 2�/ / Inspector CQUN'Ty OF BUTTE - DEPARTMENT -OF PUBLIC WORKS County Center Drive - OroViller California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 2312-91 ASSESSOR PARCEL NUMBER 65-42-31 ZONING BUILDING PERMIT OWNER JACK GROWCOCK TELEPHONE SQ. FT. OCC, BUILDING VALUAT ON 96 @In 96n -nn OWNER'S MAILING ADDRESS 6360 COLUMBINE MAGALIA 95964 CONTRACTOR'S NAME TIMBER OAK CONSTRUCTION TELEPHONE 877-4845 CONTRACTOR'S MAILING ADDRESS 148 PEARSON ROAD PARADISE 95969 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 17.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 8.75 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING63605 COLUMBINE MAGALIA Permit fee $ 36.25 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ® Describe work: 4 X 94 RETAINING WATT, _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. a R)— 11.5' #_ Classification.Cw,4L ❑ 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 NEW CONST. / DWELLING OCCUP.8d) OR ...NS. ACC. BLDGS. \ y:2sgft NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e SINGLE OUTLET CIR. ) Ex. 000Up(OUTLETSORFIXTURES e�L030 FIXED PR Ex. Occup. OUTLETS (RESID )EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all ilities, judgments, costs, and expenses which may in any way accrue ap,dinsl said Coun in consi 'nce of the granting of this permit. Date O Signature of Applicant — Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE — TOTAL FEE $ HAz. cuA PARR SCHL FLD cDF PAR PD I HD• IS E, This permit is hereby issued uroer sions of the Butte County. Code and/or work indicated above for which fees DIRECTOR UBLIC BY PER EXPIRES Date/ the applicable provi- resolutions to do have been paid. WORKS Date 7-J 9�1 �f ` Receipt No. 88535 36.25 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE-.DEPAR�TMEN.T OF PUBLIC WORKS - BUILDING DIVISION 7 COUNT Et+TE DRIVE - 0 IVl6l-E*GAL-1 NIA 95985 -TELEPHONE: 916/536-7541 •m Y. PERMI APPLICATION DATA SHEET Permit No. OWNER \TAc- lL ca AO -a L0 c o c /C A. . No. Proposed Building Use S�tL /26-T-14uvc- Building Inspector c! Date -7 C?/? At time of permit application, I was adii'Ised1he fol!ggng data must be submitted prior to permit processing and/or issuance: / DATE RECEIVED APPROVED �1. All items ha`ke� b en §uu ittQ. �.Q. �.. C.0.(.. `............... . 2. Plot plans irl�dli� to/trip icate, signed by preparer of plans ........ 3. Complete, plans in duplicaM/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees_ paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required . Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the ermit pro ess as follows: MaiI o er. Mail to contractor. Telephone I(Sand hold for pickup office. Deliver w/inspector. Other Apple an .Date -71f 0 Copy of Haz-Mat form sent Health Dept. Fire Dept. fir Pollution Date Copy of plans sent ____Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone—mal I counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter yy_— date Plans checked by I Date Plans approved by Sets of plans on hold in Copy—DPW File cabinet AP folder Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Qrlve - Orovllle, California 95965 - Telephone: 916/538-7541 • APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEUV ER (/-[_ !_Jl ZONING BUILDING PERMIT OWNER • / /� CO/ V / fGFG GO �0 `O C l TELEPHONE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWN ER'SMAOI LING ADDRESS?I— V M 19 A) CONTRACTOR'S NAME ��� �� A' TELEP_Ji07 �4 '✓ 7 RA M CONTTOR' AILING ADDRESS I L44 Sb 9 �% �O� Fireplace ONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 7s0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A(P ;RESS CO v Po 13/� ,^ f� o (/y J Y 1 Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF CR Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G W O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel[] utiil�ities ❑ Installation❑ Other ~ Describe work: �T� K '114/ fVlall UJ /4 4-L— Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON.RESID 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. ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.aI) OR ADONS. ACC. BLOGS. +/,¢sgft NEW CONSTR. ULTI.OUTLET BRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 0AL11530 FIXED APP LNS. OR Ex. Occup. OUTLETS IRESIO.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ I Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant – Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ _ occ CONSTTYPE TOTAL FEE $ Zr CUA PARK I SCHL I FAD cDF PAR PD I HD• ISSUE This permit is hereby issued unoer 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 3 �� / �_ -- Receipt No. �2 WHITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT J HILL ENGINEERING JOB NO. 01-23 JULY, 1991 mumagmaig mm9WA4 TIMBEROCK CONSTRUCTION 6360 COLUMBIA MAGALIA, CA 95954 DESIGN CRITERIA STRUCTURAL • CONSTRUCTION SHEET 1 OF 8 The subject of these calc's is Structural Design for. Retaining Walls for an RV driveway. CODE 1988 UBC LOADING: Surcharge of 2000# wheel load @ approximatelly 2' from wall + 6" for wheel width - 2000 # / 4.52 = 98.8 # z 1.00 # CALL'S PROVIDED FOR: WALL "A" - 4 ' - 6 " HIGH WALL - SHEETS 2, 3 & 4 WALL "B" - 2'- 6 " HIGH WALL - SHEETS 5, 6 & 7 CONSTRUCTION DETAIL SHEET 8 MATERIALS : CONCRETE - Ult. Compr. Strength - Vc = 2500 psi @ 28 days CONCRETE MASONRY BLOCK - Ult. Compr. Strength- f'm = 1500 psi REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf IR ESSIO�'�l W 0020935 = rn p., Exp. F C �T9Pf Oa Z- 17 �I OU f -f 6 COUW I dU1L01NG DSPjkRTMEN' APPR VED 3569-D Connie Circle 0 Paradise, California 95969 0 (9 16) 872-1261 J HILL ENGINERING PAGE: -Z OF 3569-D CONNIE CRCL JOB NO.: 01-23 PARADISE, CA 95969 SUBJECT: TIMBEROCK CONSTRUCTION TEL (916)-872-1261 BUEHLER RESIDENCE DATE: 7/91 BY J HILL -------------------------------------------------------------------------------- RETAINING WALL DESIGN --------------------------- > DESCRIPTION .:RETAINING WALL "A" - 4'-6" > DESIGN DATA Soil Bearing Press = 1,500 psf FOOTING Active Fluid Press = 30 pcf Ftg/Soil Friction = 0.35 Passive Pressure = 200 pcf f'c - Concrete = 2,500 psi Soil Density = 110 pcf FY - Reinforcement = 40,000 psi > WALL LOADING CONDITIONS Slope of Backfill = 0 :1 Design Fluid Pressure = (horiz:vert,O=Level) (Corrected for Slope) Surcharge over Toe = 0 psf Surcharge over Heel = Shall Surcharge be used in Resisting Moment? Y=1, N=0 --> Soil Ht over Toe = 0 in Axial Load on Stem = Wall Ht above Soil = 0 ft Load @ Wall Above Soil= ADJACENT FOOTING LOAD Footing Load = Spread Footing ? Y=1 , N=0 --> UNIFORM LOAD (Added)= WALL & FOOTING GEOMETRY ----------------------- > RETAINED HEIGHT = (above T.O.F.) > Toe Width = S'tem Width = > Heel Width = Width of Footing 0 plf Ftg. Dist. from Wall Depth of Bearing'Below 0 Soil @ Rear F.O.W. _ 0 plf Bottom Above T.O.F. _ Top Above T.O.F. _ 4 fc > Footing Thickness = > Key Depth = 0.5 ft > Key Width = 0.67 ft > Toe / Key Dist. _ 1.08 ft 30.0 pcf 100 psf 1 <-- 0 plf 0 p8 f 0 ft 0 ft 0 ft 0.00 ft 0.00 ft 6 to 12 in 9 in 0.5 ft FOOTING WIDTH = 2.25 ft STABILITY SUMMARY ------------------------------------------------- SOIL PRESSURE @ TOE = 1,178 psf 1,500 = Allow 1 SOIL PRESSURE @ HEEL = 0 psf FACTOR OF SAFETY Overturning = 2.43 > 1.5, --> OK FACTOR OF SAFETY Sliding = 1.50 > 1.5, --> OK I ONE-WAY SHEAR AT TOE SIDE OF STEM C 1 > OK ONE-WAY SHEAR AT HEEL SIDE OF STEM = < '1 > OK J HILL ENGINERING PAGE: OF 3569-D CONNIE CRCL 426 # > Ht. of Soil to Neglect JOB NO.: 01-23 PARADISE, CA 95969 640 # Passive Pressure= SUBJECT: TIMBEROCK CONSTRUCTION TEL (916)-872-1261 1.50 Friction Pressure = 415 BUEHLER RESIDENCE SOIL PRESSURE DATE: 7/91 BY :, J HILL STABILITY CHECK = 0.40 ft Kern Distance = 0.37 ft --------------- > NOTE: Should 1/3 of Active Pressure be used as Vertical --- Pressure at rear face of stem? Y=1 , N = 0 --->> 1 OVERTURNING MOMENT = 732 ft-# psf RESISTING MOMENT = 1,778 ft-# MAX. LATERAL FORCE =426.47 # FACTOR OF SAFETY : Overturning --> 2.43 ft-# SLIDING CHECK Max. Lateral Force = 426 # > Ht. of Soil to Neglect = 0.00 in Max. Resis. Force = 640 # Passive Pressure= 225 # F.S. : Sliding = 1.50 Friction Pressure = 415 # SOIL PRESSURE ------------- Eccentricity from CL = 0.40 ft Kern Distance = 0.37 ft UN -FACTORED FACTORED > SOIL PRESSURE @ TOE = 1,178 psf 1,981 psf > SOIL PRESSURE @ HEEL = 0 psf 0 psf TOE DESIGN ---------- Mull= Upward = 222.975 ft-# Mu : DESIGN MOMENT = 210.28 ft-# Mu' = Downward = 12.6875 ft-# Rebar Cover = 3.5 in > % Steel Minimum = 0.0012 d = Thk-Cover = 2.50 in As Required. = 0.028 in -2 / f t 'm _ = 18.82 As Provided - 0.036 In-2/ft R -la = 37.4 psi One Way Shear: Try: #4 @ 66.5 " #7 @ 200.5 " Fv = 2*(f'c-.5) = 100.00 psi #5 @ 103.5 " #8 @ 263.5 " Actual Shear / Phi= 19.28 PSI #6 @ 146.5 " #9 @ 333.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=0 Mull= Downward = 502.135 ft-# Mu DESIGN MOMENT = 502.13 ft-# Mu' = Upward = 0 ft-# Rebar Cover = 2 > % Steel Minimum = 0.0012 d = Thk-Cover = 4.00 in As Required = 0.042 in-2/ft 'm' _ = 18.82 As Provided = 0.058 1n-2/ft R -u = 34.•9 psi One Way Shear: Try: #4 @ 41.50 " #7 @125.50 " FV = 2*(f'c-.5) = 100.00 psi #5 @. 64.550 " #8 @164.50 " Actual Shear / Phi= • 11.25 psi. #6 @ 91.50 " #9 @208.50 " 4 J HILL ENGINERING -PAGE:_ OF _v _ 3569-D CONNIE CRCL JOB NO.: 01-23 PARADISE, CA 95969 SUBJECT: TIMBEROCK CONSTRUCTION TEL (916)-872-1261 BUEHLER RESIDENCE DATE: 7/91 BY : J HILL TOP STEM SECTION DESIGN > -------------------------- WALL MATERIAL CONCRETE = 1, MASONRY = 2 --» 2 <<-- > f'm Masonry = 1,500 psi. > Bottom Ht. above TOF = 0 ft > Fs : For Masonry = 20,000 psi Loaded Section Height = 4.00 ft > f'c Concrete = 2,500 psi. > Fy : For Concrete = 40,000 psi Total Lateral Press. = 349.09 # > Load Factor = 1.00 Maximum Ms:Service = 538.18 ft-# > Grouting? Y=1 N=0 > 1 > Inspected ? Y=1 N=O> 0 > WALL THICKNESS = 8 in > Center=1 Edge=2 -> 2_ > REBAR SIZE # 4 Masonry Actual Allow. REQ'D SPACING _ 32.00 in f'm = 163 250 psi Rebar Area Supplied = 0.07 in -2 fs = 18,309 20,000 psi. 'd' for design = 5:25 in Bond Length Req'd = 22.9 in Allowable Unit Shear = 25.0 psi Actual Unit Shear = 3.8 psi J HILL ENGINERING PAGE: ✓.. OF 3569-D CONNIE CRCL JOB NO.: 01-23 PARADISE, CA 95969 SUBJECT: TIMBEROCK CONSTRUCTION TEL (916)-872-1261 BUEHLER RESIDENCE DATE: 7/91 BY : J HILL RETAINING --------------------------- WALL DESIGN > DESCRIPTION :RETAINING WALL "B" - 2'-6" > DESIGN DATA Soil Bearing Press = 1,500 psf FOOTING Active Fluid Press = 30 pcf Ftg/Soil Friction = 0.35 Passive Pressure = 200 pcf f'c - Concrete = 2,500 psi Soil Density = 110 pcf Fy - Reinforcement = 40,000 psi > WALL LOADING CONDITIONS ----------------------- Slope of Backfill = 0 :1 Design Fluid Pressure = 30.0 pcf (horiz:vert,O=Level) (Corrected for Slope) Surcharge over Toe = 0 psf Surcharge over Heel = 100 psf Shall Surcharge be used in Resisting Moment? Y=1, N=0 --> 1 <-- Soil Ht over Toe = 0 in Axial Load on Stem = 0 plf Wall Ht above Soil. = 0 ft Load @ Wall Above Soil= 0 psf ADJACENT FOOTING LOAD Width of Footing = 0 ft Footing Load = 0 plf Ftg. Dist. from Wall. = 0 ft Spread Footing ? Depth of Bea.ring-Below Y=1 , N=0 --> 0 Soil @ Rear F.O.W. = 0 ft UNIFORM LOAD (Added)= 0 plf Bottom Above T.O.F. = 0.00 ft Top Above T.O.F. = 0.00 ft WALL & FOOTING GEOMETRY --------------------- > RETAINED HEIGHT = 2 ft; > Footing Thickness = 6 in (above T.O.F.) > Key Depth = 0 in > Toe Width = 0.33 ft > Key Width = 0 in Stem Width = 0.67 ft > Toe / Key Dist. = 0 ft > Heel Width = 1 ft FOOTING WIDTH = 2.00 ft - STABILITY SUMMARY ------=------------------------- 1 SOIL PRESSURE @ TOE = 418 pSf 1,500 = Allow SOIL PRESSURE @ HEEL = 244 psf FACTOR OF SAFETY Overturning = 4.88 > 1.5, --> OK FACTOR OF SAFETY : Sliding = 1.52 > 1.5, --> OK ONE-WAY SHEAR AT TOE SIDE OF STEM. _ < 1 > OK 1 ONE-WAY SHEAR AT HEEL SIDE OF STEM . _ < ,1 > OK SLIDING CHECK ------------- Max. Lateral Force = Max. Resis. Force = F.S. : Sliding = SOIL PRESSURE ------------- Eccentricity from CL 162 # > Ht. of Soil to Neglect = 0.00 in 246 # Passive Pressure = 25 # 1.52 Friction Pressure = 221 # 0.09 ft Kern Distance = 0.33 ft > SOIL PRESSURE @ TOE _ > SOIL PRESSURE @ HEEL = TOE DESIGN ---------- Mull= Upward = 33.5335 ft-# Mu' = Downward. = 5.52667 ft-# UN -FACTORED 418 psf 244 psf FACTORED 637 psf 247 psf Mu : DESIGN MOMENT 28.006 ft-# Rebar Cover > % Steel Minimum = -PAGE:__ J HILL ENGINERING d = Thk-Cover As Required. = 0.004 OF O 3569-D CONNIE CRCL _ As Provided. = 0.036 JOB NO.: 01-23 PARADISE, CA 95969 One Way Shear: Try: SUBJECT: TIMBEROCK CONSTRUCTION TEL (916)-872-1261 100.00 psi #5 @ 103.5 " BUEHLER RESIDENCE 2.89 psi #6 @ 146.5 " DATE: 7/91 BY J HILL STABILITY CHECK > Neglect Upward Soil Pressure? Y=1,N=0 -->, --------------- > NOTE: Should 1/3 of Active Pressure be used as Vertical --- Pressure at rear face of stem? Y=1 , N = 0 --->> 1 OVERTURNING MOMENT = 163 ft-# > % Steel Minimum = 0.0012 RESISTING MOMENT = 797 ft-# 0.023 MAX. LATERAL FORCE =161.93 # FACTOR OF SAFETY : overturning 0.058 --> 4.88 SLIDING CHECK ------------- Max. Lateral Force = Max. Resis. Force = F.S. : Sliding = SOIL PRESSURE ------------- Eccentricity from CL 162 # > Ht. of Soil to Neglect = 0.00 in 246 # Passive Pressure = 25 # 1.52 Friction Pressure = 221 # 0.09 ft Kern Distance = 0.33 ft > SOIL PRESSURE @ TOE _ > SOIL PRESSURE @ HEEL = TOE DESIGN ---------- Mull= Upward = 33.5335 ft-# Mu' = Downward. = 5.52667 ft-# UN -FACTORED 418 psf 244 psf FACTORED 637 psf 247 psf Mu : DESIGN MOMENT 28.006 ft-# 3.5 1n 2.50 1n 18.82 = 5.0 psi. #7 @ 200.5 " #8 @ 263.5 " #9 @ 333.5 " 276.5 ft-# 2 4.00 in 18.82 19:2 psi #7 @125.50 " #8 @164.50 " #9 @208.50 " Rebar Cover > % Steel Minimum = 0.0012 d = Thk-Cover As Required. = 0.004 in-2/ft, 'm' _ As Provided. = 0.036 in -2/4 R -u One Way Shear: Try: #4 @ 66.5 " FV = 2*(f'c-.5) = 100.00 psi #5 @ 103.5 " Actual Shear /.Phi= 2.89 psi #6 @ 146.5 " HEEL DESIGN > Neglect Upward Soil Pressure? Y=1,N=0 -->, 1 Mull= Downward = 276.5 ft-# Mu : DESIGN MOMENT Mu' F Upward = 0 ft-# Rebar Cover > % Steel Minimum = 0.0012 d = Thk-Cover As Required = 0.023 In-2/ft 'm' _ As Provided = 0.058 In-2/ft R -u One Way Shear: Try: #4 @ 41.50 " Fv = 2*(f'c-.5) = 100.00 psi . #5 @ 64.50 " Actual Shear / Phi= 6.45 psi #6 @ 9100 " 3.5 1n 2.50 1n 18.82 = 5.0 psi. #7 @ 200.5 " #8 @ 263.5 " #9 @ 333.5 " 276.5 ft-# 2 4.00 in 18.82 19:2 psi #7 @125.50 " #8 @164.50 " #9 @208.50 " J HILL ENGINERING 3569-D CONNIE CRCL PARADISE, CA 95969 TEL (916)-872-1261 PAGE:- I- OF JOB NO.: 01-23 SUBJECT: TIMBEROCK CONSTRUCTION BUEHLER RESIDENCE DATE: 7191 BY J HILL ------------------------ ------------------------------------------------------------ TOP STEM SECTION DESIGN ------------------- > WALL MATERIAL : CONCRETE = 1, MASONRY = 2 --» 2 « -- > f'm Masonry = 1,500 psi. > Bottom Ht. above TOF = 0 ft > Fs For Masonry = 20,000 psi Loaded Section Height = 2.00 ft > f'c Concrete = 2,500 psi > Fy For Concrete = 40,000 PSI. Total Lateral Press. = 114.54 # > Load Factor = 1.00 Maximum Ms:Service = 94.545 ft-# > Grouting? Y=1 N=0 > 1 > Inspected ? Y=1 N=O> 0 > WALL THICKNESS = 8 in > Center=1 Edge=2 -> 2. > REBAR SIZE 1# 4 Masonry Actual Allow. REQ'D SPACING. _ 48.00 in f'm = 34 250 psi Rebar Area Supplied. = 0.05 in -2 fs = 4,752 20,000 psi 'd' for design = 5:25 in Bond Length Req'd = 9.9 in Allowable Unit Shear = 25.0 psi Actual Unit Shear = 1.3 psi J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1.26 t IlarEs , �eF�e�.e ro sy�cr' O,C� 30 4AR -044. IWAI, JOB SHEET NO. r/ v OF CALCULATED BY DATE- CHECKED ATE CHECKED BY. DATEMWE _- _ ,eGS/ D`/J CE /V.4TU,"L L Al ,. Y - .- , y" Ile ¢. Pd=Xfo.�.4Ter0 A4U),c/ 3' /N 2 06/,. =7 SER L N, Z '_ 62 ,c'r, 01111:� DRIf/,c/ ROC,C — oPriO&Al- 60CIVAOWS, �ffr.4IIVIX/G WX Z- /v• T s. �- C vii,4<< t=; L U L A T .4 !D t'•1 E G�Nj�t 60 �os �`iU !_Aha i I!_�'IEY: �.L: T F=: il�ilti!!J C-vh'LL'-= Pp B, 1 -.Ai i T N I i_,H I i t'1�= r-iLi= P,ES IuNl- PARAS ISE, CA !_ ALiULAT I ONS ARE IN != OMF,L I AN! E WITH THE 1,99, EU i T I Ohs! OF THE UBC DATE ��23 SI!�t,aEL'`---------- Dry � E--Y-�/---�9� _Ef=:ANt*: L. TYUk:OS4 R-1 E 5*-.- L T i 'A F." -AD i SE, !_ A , SUBJECT: CMU CANTILEVER RETAINING WALLS BY: FLT DATE: 8/90 JOB NO.: 0079 PROJECT: BRANT NIGHTINGALE / DESIGNS 330 CIRCLEWOOD DRIVE, PARADISE, CA 95969 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 20 CONCRETE MASONRY CANTILEVER RETAINING WALLS SUPPORTING RESIDENTIAL ROOF, WALL AND FLOOR WITH FINISH GRADE AT: 1. LEVEL, 2. SLOPE OF 1.5 : 1 (ADDED — 1.D. & 1.E.) CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL. = NONE MAX. LL. = .020 x 15 + .020 x 15 + .018 x 8 + .050 x 10 = 1.24 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF (SNOW) + ROOF DL + WALL DL + FLOOR DL+LL CALC'S PROVIDED FOR: I.A. 31-4" HIGH WALL — SHEETS 2 & 3 1.B. 41-8" HIGH WALL — SHEETS 4 & 5 I.C. 61-0" HIGH WALL — SHEETS 6 & 7 1.D. 71-4" HIGH WALL — SHEETS 8, 9 &40 1.E. 81-8" HIGH WALL — SHEETS 11, 12 & 13 2.A' 31-4" HIGH WALL — SHEETS 14 & 15 2.B. 41-8" HIGH WALL — SHEETS 16 & 17 2.C. 61-0" HIGH WALL — SHEETS 18, 19 & 20 CONSTRUCTION DETAIL — BY OTHERS MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION RERQUIRED, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE'SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG' PRESSURE — 200 PSF, \ PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: ' SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.012 5.35 #4 @ 197.7 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (!N^2): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91G) 872-0254 SHEET 2' OFZO LEVEL 30 0 40 2000 1500 NO 250.00 .01 1.23 3^ 33 -~~=�—������� 2.67 7.6 7.6 135 84 0.11 0.10 0.109 0.073 DESIGN REINF. - - nunIZun/~^L: #4 @ 32 COMBINED STRESSES @ WALL: 0.37 < 1.0 EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR RATIO - n: ' 40.0 COEFFICIENT - k: 0.303 ACTUAL RATIO OF DISTANCE - j: 0.899 COEFFICIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 24.42 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI):- 1.58 < 20.00 t PROJECT . BRANT NIGHTINGALE I DESIGNS .Ion: NO. . 0079 DATE . 2/199C.' - CALCIS ._ _ _ FOOTING DESIGN: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, i= A (916) 872-0254 SHEET Z OF 069 DENSITY OF SOIL (PCF)-. (INCHES) : 10C� DENSITY Y OF _ONi=ERTE (PCF)2 150 OVERTURNING RATIO — M I i`.I : 1. FOOTING KE'`r' — MAX. 2..5 ALLOW. . Si �� I. L BEARING PRESSURE (PSF-) : 1500 A_`iJ4w. LATERAL BEARING PRESSURE (P::.iF4 .-- - -' R I'_ i I i._'•N COEFFICIENT .-.. Fc,. ,. [.:. _i5 FOOTING DEPTH (INCHES) : 10 FOOTING WIDTH - HEEL (INCHES): > [_a — TOE (INCHES): E. FOOTING KE'`r' — DEPTH & WIDTH isINCHES): �J — BAVK TO BACK OF WALL (I NC:HES) : �= TOTAL 1 AL WIDT H OF FOOTING (INi_•HES): 20 OVERTURNING FORCE —Fo (KIP)., OVERTURNING MOMENT '10 (FT—KIP); TOTAL_ RESISTING WEIGHT — to (KIP)- RESISTING KIP):RESISTI7' G MOMENT — Mr (FT—KIP)- OVERTURNING FT—KIP):OVERTURNING RATIO — S1= NET MOMENT -- Mn (FT -KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP): FOOTING -AREA F OU t -r I Nim' rit^•:LA - r5 t ( FT'•'2 } : SECTION MODULUS •— S (FT"3) : SOIL PRESSURES •- � �L ONLY - SPt (PSF) : - SPh (PSF): SOIL PRESSURES — ADDED LL — SPt 9 (PSF)- - . — Ph l (PSF) : SLIDING RESISTING FORCE — Fr (KIP): FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP)- MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (iN�•.') d3 (IN) SIZE & SPA (IN) ---------------------------------------------- 0.0196.75 #4 @ 124. DESIGN TOE `:L- I NF . . #4 @ 0. 1 C., 0.21 0.73 0.71 3.32 0. 50 0.15 0.11 1.6* 0. 46 672.64 < 1500 202. 14 > 0 1454.92 < 1500 895. SE > [_a 0. 3 9 > 0. IS 0. 90 0. I'D PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � � SHEET ' OF Z60 SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: ' SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.041 5.35 #4 @ 58.8 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - VERTICAL: - HORIZONTAL: COMBINED STRESSES @ WALL: ' EFFECTIVE RATIO OF REINF' - p: MODULAR RATIO - n: COEFFICIENT k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF NU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): LEVEL 30 0 40 2000 1500 NO 250.00 .01 1.23 4.67 4 7.6 7.6 135 84 0.24 0.32 0.109 0.073 0.60 < 1.0 0.0016 40.0 0.303 0.899 7.345 82.12 < 250.00 5.32 < 20.00 /'~~~ �� ' PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): 6 - 12 FOOTING KEY - DEPTH & WIDTH (INCHES) V - BAVK TO BACK OF WALL (INCHES)N)N V TOTAL WIDTH OF FOOTING (INCHES)- 26 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP) - OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. "IN -2) 'di(IN) SIZE & SPA (IN) 0.04':-,' 8.75 #4 @ 48.8 DESIGN TOE R / 0.38 0.63 1.09 1.54 2.46 0.91 0.25 0.27 2.17 0.78 851.85 < 1500 156.18 > 0 1052.72 < 1500 1090.69 > 0 0.58 > 0.38 / 1� �7� 1.24 0.63 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: ' SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI>: ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): TOTAL EARTH PRESSURE 7 Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.097 5.35 #4 @ 24.8 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 0 40 2000 1500 NO 250.00 .01 1.23 5.33 7.6 7.6 135 84 0.43 0.76 0.109 0.073 DESIGN REINF. - V °/ - HORIZONTAL #4 @ 32 COMBINED STRESSES @ WALL: 1.05 < 1.0 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6' OF ZL62 EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR RATIO - n: 40.0 COEFFICIENT k: 0.303 ACTUAL RATIO OF DISTANCE - j: 0.899 COEFFICIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 194.29 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 12.59 < 20.00 - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE 7 Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.097 5.35 #4 @ 24.8 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 0 40 2000 1500 NO 250.00 .01 1.23 5.33 7.6 7.6 135 84 0.43 0.76 0.109 0.073 DESIGN REINF. - V °/ - HORIZONTAL #4 @ 32 COMBINED STRESSES @ WALL: 1.05 < 1.0 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6' OF ZL62 EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR RATIO - n: 40.0 COEFFICIENT k: 0.303 ACTUAL RATIO OF DISTANCE - j: 0.899 COEFFICIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 194.29 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 12.59 < 20.00 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 100 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL - TOE (INCHES) 18 FOOTING KEY - DEPTH 6 - BAVK TO BACK OF WALL (INCHES) 0 TOTAL WIDTH OF FOOTING OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): -SPh' (PSF): SLIDING RESISTING FORCE'- Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 0.60 1.27 1.46 2.72 2.15 1.45 0.34 0.50 2.67 1.19 I 966.56 < 1500 129.84 > 0 926.20 < 1500 1092.70 > 0 0.96 > 0.G0 vy 1.18 1.10 AREA REINF. (IN^2) ------------------------------------------------ 'dl(IN) SIZE & SPA (IN) 0.086 8.75 #4 @ 28 DESIGN TOE REINF � . .� PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 8/1990 [ADDED HEIGHTS] CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL � --------------------------- _----------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: . SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): ' YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.108 9.35 #4 @ 22.2 LEVEL- 30 EVEL30 0 40 2000 1500 NO 250.00 .01 1.23 7.33 6.67 7.6 11.6 135 133 0.67 1.48 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ^P OF 2-a MIN. VERTICAL REINF. - .1 % (IN^2): 0.139 MIN. HORIZONTAL REINF. - .1 % (IN^2): 0.139 DESIGN REINF. - VERTICAL: #4 @ 16 v V k COMBINED STRESSES @ WALL: 0.76 < 1.0 EFFECTIVE RATIO OF REINF. - p: 0.0011 MODULAR RATIO - n: 40.0 COEFFICIENT - k: 0.254 ACTUAL RATIO OF DISTANCE - j: 0.915 COEFFICIENT - 2/kj: 8.613 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 146.18 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 13.87 < 20.00 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 8/1990 [ADDED HEIGHTS] CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 4^ OF?Z-O HEIGHT FROM TOP OF THE WALL - H2 (FEET): G. HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5'33 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.43 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.76 AREA REINF. (IN^2) 'd' (IN) SIZE &'SPA (IN) --------------- __________________________________ 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: #4 @ 16 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 ' DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 . FOOTING WIDTH - HEEL (INCHES) 6 - /uc QmCncS/: 24 FOOTING KEY - DEPTH & WIDTH (INCHES) 8 - BAVK TO BACK OF WALL (INCHES) 0 TOTAL WIDTH OF FOOTING (INCHES) 42 OVERTURNING FORCE - Fo (KIP)i OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT -'W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): 0.88 2.26 2.16 5.37 2.38 3.11 0.31 0.67 3.50 2.04 943.32 < 1500 289.77 > 0 852.95 < 1500 1083.00 > 0 SLIDING RESISTING FORCE - Fr (KIP): 1.31 > 0.88 FLT ENGINEERING PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 0079 PARADISE, CA DATE : 8/1990 [ADDED HEIGHTS] (916) 872-0254 CALCIS BY : FLT SHEET /,0 OF Za FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.61 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.90 AREA REINF. (IN^2). 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------- 0.148 8.75 #4 @. 16.2 DESIGN TOE 4#4 @ 16 ' � l ^ PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 8/1990 [ADDED HEIGHTS] CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. — Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.187 9.35 #4 @ 12.8 MIN. VERTICAL REINF. — .1 % {IN^2): MIN. HORIZONTAL REINF. —.1 % (IN^2): DESIGN REINF. — VERTICAL: — HORIZONTAL: COMBINED STRESSES @ WALL: LEVEL 30 0 40 2000 1500 NO 250.00 .01 1.23 8.67 8 7.6 11.6 135 133 0.96 2.56 0.139 0.139 #4 @ 8 o V EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFICIENT — k: ACTUAL RATIO OF DISTANCE COEFFICIENT — 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): 0.96 < 1.0 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET // OF 00 45, V � ���� .' 0.0022 40.0 0.338 0.887 6.671 195.34 < 250.00 12.34 < 20.00 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. . 0079 DATE : 8/1990 EADDED HEIGHTS] CALCIS BY.: FLT HEIGHT FROM TOP OF THE WALL -- H' (FEET): 6.67 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM'S (INCHES):' 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 105 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP) : 1.08 AREA REINF. (IN''2) ' d9 (IN) SIZE & ,SPA (IN) FOOTING DEPTH (INi=HES): t).138 5.35 #4 L 1:.4 FOOTING WIDTH - HEEL (INi=HES): DESIGN REINF. - VERTICAL: #4 @ 161 FOOTING DESIGN: --------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (516) 872-0254 SHEET /2 OF 20 DENSITY OF SOIL (PCF): 100 DENSITY OF i_ONi=ERTE (PCF) : 150 OVERTURNING RATIO - MIN: 1. 5 - MAX.- 2.5 ALLOW. SOIL BEARING PRESSURE (PSF ): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.05 FOOTING DEPTH (INi=HES): 144 FOOTING WIDTH - HEEL (INi=HES): 6 - TOE (INCHES): 3o FOOTING KEY - DEPTH & WIDTH (INi=HES): 1, - BAVK TO BACK OF WALL ( I NC HES? : 0 TOTAL WIDTH OF FOOTING (INi=HES): 48 OVERTURNING FORCE - Fo (KIP); 1.22 OVERTURNING MOMENT - Mo (FT -KIP): 0.65 TOTAL RESISTING WEIGHT --W (KIP). 2.7 RESISTING MOMENT - Mr (FT -KIP): r5 8.05 OVERTURNING RATIO - SF 2.21 NET MOMENT - Mn (FT -F -..:I P? .- 4.40 ECCENTRICITY - e (FEET): 0.08 ECCENTRIC MOMENT - Me (FT -KIP): 1.04 FOOTING AREA - Af (FT -2): 4.00 SECTION MODULUS - S (FT"0 i : 2.S7 SOIL PRESSURES - DL ONLY - SPt (PSF) : 1070.67 < 1500 - SPh (PSF ): 290.09 > U SOIL PRESSURES - ADDED LL - SPt f (PSF) : 92 4.61 < 15� 70 - SPh' (PSF) : 1051.16 > o SLIDING RESISTING FORCE - Fr (KIP) : 1.8'3 ::.-- 1.22 �, G, PROJECT : BRANT NIGHTINGALE Z DESIGNS JOB NOI : 0079 DATE : 8Z1990 EADDED HEIGHTS] CALCIS By : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP); 2.16 MAX. MOMENT @ TOE - Mt (FT -KIP): 5,19 AREA REINF. WW2) "d°(IN) SIZE & SPA (IN) 0,249 8.75 #4 @ 0.600001. DESIGN TOE REINF.: #4 @ B FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /3 OF 20 FLT ENGINEERING PROJECT . BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 0079 PARADISE, CA DATE . 2/1990, (916) 872-0254 CALCIS BY : FLT SHEET /'� OF 2Z9 SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL_ CALCULATIONS ARE iN UNITS/LN. FT. GRADE SLOPE RATIO: 1.5 : 1 SOIL EQUIVALENT FLUID PRESSURE (PSF): 55 SURCHARGE (PSF) : i 7 YIELD STRENGTH OF REINF. — Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE C F'S I) : 200"D ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 15s 0 SPECIAL INSPECTION REQUIRED: 1\10 ALLOW. COMPRESSIVE STRESS OF CMU -- Fm (PSI): 25c .i0 GRAVITY LOAD — DEAD LOAD (KIP) : 0,0) — LIVE LOAD (KIP): 1.23 OVERALL HEIGHT OF THE WALL — H (FEET): 3.33 OVERALL HEIGHT OF THE SOIL — Hr- (FEET)- 2.67 THICKNESS OF WALL — TOT' (INCHES): . 7. 6 — BOTTOM (INCHES): 7.6 GROUTED SOLID — WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF) : 84 TOTAL EARTH PRESSURE — Fw (KIP): 0.'2 MOMENT — Mw (FT—KIP): 0.17 AREA REINF. (IN`2) 'd9(IN) SIZE & SPA (IN) ------------------------------------------------ MIN. VERTICAL REINF. — .12 !' (IN�' ): 0.109 MIN. HORIZONTAL REINF. — .Oe % (IN- ): 0.073 DESIGN REINF. — VERTICAL: ##4 L 16 — HORIZONTAL: #4 @ 3' EFFECTIVE RATIO OF REINF. — p: 0.0016 MODULAR RATIO — n: 40.0 COEFFICIENT — kg )3 0.303 ACTUAL RATIO OF DISTANCE - .j: 0.8919 COEFFICIENT - /k: j: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 44.77 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI) : 2.90 < 20 . c o PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT FOOTING DESIGN: --------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): & 12 FOOTING WIDTH - HEEL (INCHES): 6 DESIGN TOE REINF #4 - /uc (INCHES). ^" FOOTING KEY - - DEPTH & BAVK TO WIDTH (INCHES)g BACK OF WALL QNCHES/ 4 o TOTAL WIDTH OF FOOTING (INCHES): 0J, OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT �`Mr (FT -KIP) - OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REDVF. (IN^2) � 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.034 8.75 #4 @ 70.2 DESIGN TOE REINF #4 16 0.37 0.45 0.91 1.15 2.53 0.69 0.24 0.22 2.00 0.67 779.77 < 1500 131.09 > 0 1118.02 < 1500 1022.84 > 0 0.67 > 0.37 1.09 0.44 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ---------------------------------------- WALL ______________________________________ WALL DESIGN: -------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHAR8E (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): _ ULTIMATE COMPRESSIVE STRENGTH OF CONC�ETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF `CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------------- 0.075 5.35 #4 @ 32.1 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): 1.5 : 1 55 14V 2000 1500 NO 250.00 .01 1.23 4.67 4 7.6 7'6 135 84. 0.44 ' 0.59 0.109 0.073 DESIGN REINF. - - HORIZONTAL: #4 @ 32 COMBINED STRESSES @ WALL: 0.88 < 1.0 FLT ENGDVEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET AC OF Aa EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR RATIO - n: 40.0 COEFFICIENT - k: 0.303 ACTUAL RATIO -OF DISTANCE - j: 0.899 COEFFICIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 150.55 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 9.76 < 20.00 FLT ENGINEERING PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 0079 PARADISE, CA DATE : 2/1990 (916) 872-0254 CALCIS BY : FLT SHEET /,? OF 012 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DEPTH 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF):' 200 - FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES) 20 FOOTING KEY - DEPTH & WIDTH (INCHES) 8 - BAVK TO BACK OF WALL (INCHES) 0 / TOTAL WIDTH OF FOOT (INCHES) 34 � OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF , NET MOMENT -,Mn (FT7KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------- 0.084 8.75 04 @ 28.4 DESIGN TOE R | 0.69 1.15 1.38 2.72 2.38 1.58 0.27 0.37 2.83 1.34 763.99 < 1500 207.59 > 0 677.16 < 1500 1162.65 > 0 �I 1'04 > 0.69 w- 1.07 1.08 ,�v' /y� / / PROJECT : BRANT NIGHTINGALE Z DESIGNS JOB NO. : 0079 DATE : 2/1590 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL -------------------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF)= SURCHARGE (RSF): YIELD STRENGTH OF REINF, - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION RE@OIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAR LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF.THE WALL - H (FEET)-. OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (RCF); AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - FQ (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SRA (IN) ----------------------------------------------------- 0.101 9.35 #4 @ 25.7 FLT ENGINEERING 5790 CLARK ROAD PARADISE. CA (916) 872-0254 SHEET /,P OF 20 1.5 ; 1 SS 0 40. 20\0 1500 NO 250.00 .01 1.23 G - ;? - A 5.33 7.G 11,6 135 133 0.78 1.89 MIN. VERTICAL REINF, - .12 % (IN^20 0.167 MIN. HORIZONTAL REINF. n .08 k (IN^2 0 0.111 DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 @ 3-2 e- (S'GM o) iG"e_ )2'6lK U COMBINED STRESSES @ WALL: 0.73 < 1,0 EFFECTIVE RATIO OF REINF. - p: 0.0011 MODULAR RATIO - n: 40.0 COEFFICIENT » k: 0.254 ACTUAL RATIO OF DISTANCE - ): 0.915 COEFFICIENT - 2ZRj: 8.613 ACTUAL COMPRESSIVE STRESS OF CMU - fm (RSI): 138.75 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 12.97 < 20.00 PROJECT : BRANT NIGHTINGALE / DESIGNS , JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF).: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'di(IN) SIZE &.SPA (IN) _________________=______________________________ 0.075 5.35 #4 @ 32.1 DESIGN''REINF ' VERTICAL: #4 @ 16 \ FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: . FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 17 OF 2009 4.67 4 7.6 135 84 0.44 0.59 100 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INCHES): 14 FOOTING WIDTH HEEL (INCHES) 6 FOOTING KEY - H 2 - oAv^ TO BACK OF WALL `ImCnco/: v v TOTAL WIDTH OF FOOTINGS 4 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): 1.16 2.51 2.26 5.83 2.32 3.32 0.36 0.82 3.67 2.24 980.75 < 1500 249.74 > 0 867.92 < 1500 1033.48 > . 0 ^� 1 .73 > 1. 16 � PROJECT : BRANT NIGHTINGALE Z DESIGNS JOB NO. : 0079 DATE : 2/1990 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP); 1.75 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.25 AREA REINF. (INW) 'd°(IN) SIZE & SPA (IN) 0.145 10.75 #4 @. 16.3. DESIGN TOE REINF #4§ !G FLT ENGINEERING 5790 CLARK ROAD PARADISE. A (9I6) 872-0254 SHEET 20 OF 7-0 • 0 -TY F�l lcll • L_ ,B y �=L T /Y4"/•c�E"E,� ✓O� 1ClD. 00 79 1► cl, E)/- fJZS_ It n .•. . �'^ Sa►.1D fs1l.L . Q�pF ESS/0 ��• �Q� � • GAN W NoA 4 rr /I n � tOF IV!. CAL���� � o l�- 1/1'ryr - Nor I.ad 0 - "At' - - T11 N A e' nXf*%. (,Mr, 11/7-1,,K4 , K 2- ( 1-5 1 — J4, z -12' GkAu. e, I -fl) I -e 4 4' hioR2- 7-1 cwrj4uous N T R.25.& D.-- Weu,S IF= Rr=NJi4O"FD ewpro.: (%1%h 1 Gt.! . iUJL, LL- b� r�s.l t_� !! __ W , e _. 5-r� / —q �r l=am :,• Ii CZ�c.I t °An 00,,f. >�. �t t�rJt'� a 1 PXLR... ... "U' bL2S ' ..: -- 610.$ G OIJTIlJ L!S . 2= 20 ' log e1L I�Q-. 2=� 4. - s GIG No �+4 3Z 2 4- 4.GtL. 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