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HomeMy WebLinkAbout069-240-02869 24.-28 92-1461 BPEM, o(p Q - Z41 ' SCOTT, Barbara - y 5493; 'ro a1 .Nks,- Dr , 'Orov Ile- contr- , eater Builders; , b, newsf -RESIDENTIAL ' 69-24-28 92_1461 BPEM SCOTT Barbara ' . 5493 Royal Oaks Dr,Oroville contr: Better Builders 4 new sf f'fce � r l w's OFFICE COPY• Address $ .. � 17Date ELECTRIC Meter By dg to Z.a ?, r' ?0 .JOB FINALED ,(Date _ Signature K" d=OK , O = Not OK =Not Applicable ' = Not Ready MOBILE -HOMES" MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except H's Date _ . DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except -,ti's 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel' 3. Sewer; Location -Test -Fall -C/O Concrete i" 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) . �,4 _ 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: / /" L" ft. y: 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /" L"ft./ /'LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card 6-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements r Date Card B-1 ' ; Date Card B-1, 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except q's 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH -Test -Fall -Flex Connector x ', 2. Soils; Compaction -Structure Stability 6. Water; MH Test'Regulator-Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting,-Distances-GF1 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 1 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Date Card B-1 Date Card B=1. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card'B-1 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test _ a Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V=OK O = Not OK = Not Applicable Not Read,? RESIDENTIAL (Single ' = Date ' UNW'AFLOOR (Plans) OK except ff's L�f. ing-Setbacks-Easements-Flood-Slope F g., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. old Downs and Special Anchors Slab; Steel -Wrapped -- 8. Piers -Fireplace Ftg.-Steel 19. 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. 4. irders-Sills-Anchor Bolt - ois s- ents-Cripples 15. Access & Ventilation ,16. Insulation Date jC14XCard B-1 M,14 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's Vent -Access -Combustion Air -Baffle 1 "at e - ter Pip est Anchor -Nail Protection ----W.V est- ittings & 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�y/gam Card B_1,c/*--- Date - Card -B-1 - - Date IJ f Card B-1 �/ Date Card B-1 Date Q -ELECTRICAL (Permit) OK except a's L22. Fixture & Transformer Clearance -Ins. Protection ----- ------ ----------------- ------------------------------------ Elec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of_Conductors-Stapled • ---x Installed Close to Edge of Studs & C.J. ---------- --- ------ -- ------------------------------ quip. Ground made up w!Mech. Fastners-Bond Gas & Water -------- - ------------- - - ----- ------------------------------ ----- ppliance Circuts in Kitchen & Conductor Size/GFI --=------ --- - ----------------- -- ----------------------------------- - 22 Subfeed Wire Size i r ga Cu or AI-A.C. Wire Size i ! ga Cu or Al ------------------------------------------------------------ 29. - ---------------------------------- 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. - __I - nsulated Neutral ❑ Yes ❑ No --------------------------------------------------- �A@�Srvice-Riser Conductors & Ground -Main Disconnect -------------4------------------------------------------------------------------ r 31. Equip. -Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light ---------- - ----- -- - ------ --- - --- -------------- vss. Smoke Detector ------ ------------ - --------------- -- - -- - - -------------------------- - Datep , y� Card B-1 Date - Card B_1 ----- s -- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 4. A.C. Ducts Insulation & Support --------------- - ------------------ - -- - -- - -- - -- -- -- - - 35. )Ven Fan: Exhaust above insulation ----------- V8 rcondenEtate Drain & Overflow: Size & Grade - 37. Furnance-Vent: Access -Comb Air -Return Air Vent -115 outlet - - ---------------- - ----_---------------------- t3,ar-Attic Access & Platform if Furnance in Attic -------- --- - -------------------- - --- - --------------------------------------- Date Card B-1 Date Card B_1 --- S'y 9_z ----------& ----------------------- ------- Date Card B-1 Date Card B-1 Date FRA_MING (Plans) OK except #'s �--S Is. Proper Material & Anchors Walls Studs -Nailing. Spacing & Bracing -Plates -Sound - ----- -KaiIing. Spacing Bearing Walls over Girders & Floor Nailing - - - ---------------------------------------------- - - 2. Draft Stop in Walls (rat proof) ---------------------- -------------------- - ---------------- Fire Stops: Furred Ceilings -Stairs -Chases -Tub --------------------------- ------------------ r44aeaders & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) ---- H gers-Post Caps -Anchors -Connectors, , g. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. --7 Fireplace Ties or Type A Flue -Fireplace Throat clearance FF1t-�YFAttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions arag_e Fire Protection Framing 44,--2rdperty Line Firewall & Openings xI. Doors -One 3' -Check -------/------------------ __Gara e-3dSin:y 2 E zits• ------- -- a rs; Width -Headroom -Rise -Run -Landing -Fire Pro tection ---- - - plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---------------- - 55. Siding -Nailing Veneer ---------------------- -- ©_Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls_: Nailing -Bolts 59. Insulatio a ei_h / 81 /5---------iore in - 60. Infiltration -Walls -Windows Dat eg £�--Card B=1� Date/]/y� Card B-1_ Date Card 6-1 Date Card B-1 Date FIN (Plans) OK except ft's ------------ Ext. Steps -Door &Sidelight Protection -Landings jRr Smoke Detector ---------------- Furnace: Vents -Clearance -Comb. Air -Connector- I -Garage: Above Floor-Ducts-Mech. Protection ------------ -droom Exiting G.F.1 '2fh Fixtures & Tub Access -Spa lec. Trim & Subpanel: Breaker Sizes & Labels -------------------- Stairs & Rails jf2-t fireplace or Stove Clearances -Hearth , lw�j c. Outlets at Wood Panel: Int. & Ext. - -- Kit Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance EI .. Outlets & Receptacles at Kit. Counter -- - ---- -------- -- -- - -------- --- AT Garage Fire Door wing -Landing -Closer -n-Garage_Damper ------ tr Htr.: Vents -Clearance -Comb. Air -Connector -P. .V. I Above Floor-Mech. Protection - Plb., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage: (G.F.I.)-Romex Protection nsulation-Foam-Looked in Attic ❑ Yes - ----- 7 ua Rails & Deck Construction -Post Caps 9 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - -- ... - - -- ----------------------------- ------ 80. Following instld.: Drive�fs es ❑ No: Walks ❑ Yes No: Planters ❑_Yes ytrrvo _ uo: Bro n -Finish --- -- -- - -/tom-c---------------------- -- - G�Q2. A. ""Unit: Disconnect. Electrical. Plumbing 7 Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to � Openings iso- err w7l: Disconnect, Electrical, Plumbing Exterior Elec. Trim: G.F.I. Receptacle -Underground Ventilation Throughout House --- - Glass Protection ----------------------- 88. Corrections from Previous Ins ections ------ -------------------------------- - -------------------- 89. t_Meters Tagged: - -Eie ric---- -- - Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates ------ - --- - - - -- ---- -- - ----- -- Date(Q Date _ Card B-1 - -------------- -- Date Card B-1 Date Card B-1 Dat Card B- Date Card B-1 Comments at Final: -------------------------------------------- C , UN Y OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Ro d, Chico, CA - (916) 891-2751 7 County Center Dri e, Oroville, CA - (916) 538-7541 747 Elliott Road, aradise, CA - (916) 872-6307 <. CORRECTION NOTICE 4 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 07.e,-- 14 ,e_ .2- d a All Date Cf/ inspector REV 11191/ '74 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE lse_zdt OWNER PEWT No. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work. A - is completed. If you have any questions pertaining to this matter, or need additional explanation; please contact this office immediately. Date Inspector REV 11/9-1/ I�=�"g-T :;::�-:�'+t�x�ct� `fi.dc. • .r'7n:�: 'F �- tie ' •F � � . _ • .'- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER r PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please ct/c t this office immediately. / K Ir lam_ e _ ,U/%J .e v � ' 1. — � .• � � !i�-.- /O �rQS� GG /r �S "s ti hw .:M • lfl Date A-1192— Inspector REV 11/91 �' COUNTY OF BUTTE rt DEPARTMENT OF PUBLIC WORKS ? 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538 ' -7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION.IMOTICE. OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work ""i is ' completed. If you have any questions, pertaining to this matter, or need additional explanation, Please contact this office immediately. 0--S 4---) Date Inspector V REV 1 1/91 Permit No. )weer: - E N E R G Y C E R T I F h C A T I O N: r, 5493 Ro al Oaks Drive oroville',Ca. A.P. No... LOCATION DESCRIPTION OF INSULATION ROOF Materia 1______-___ 'rlIIckneaa (llie he9) EXTERIOR WALL Material F1BI:RGLASS t3A1TS Tt►ickneea (incl�ea) Brand Name Thermal Resistance (R Value)._______— Brand Nam Tljermal Realatanca(R Value CEILING Brand Name Batt or blanket Type--- --- 'Thermal Resistance(R Value)__-_-_--_. Thickneaa(inclies) Brand Name OI�kNS CORNI�IC - - Loose Fill 'rype FIBERGLASS 16r� N�unber of gage 33' Nt, per beg 35 lb Minix n► Thlcknes (Inch1660 Thermal Restatance(R Value) R38 ._ Area covered (it. ) FLOOR, ELEVATED Material . FIBERGLASS BATTS Th tcknees (1 ncl►es) 6111 FLOOR, SLAB Material Thickneas(Itic hea) Nidth(inchea) FOUNDATION HALL Material . ; . Thlckneea(lncliee) _ . .... .__ Brand Name OWENS-CORNING Thermal Eteaistauce(R Value) R19 Brand Name TI►ermal Reeietance(R Value)__._____-_ akand Nave. TI►sx�tl Raaiatanc � Vi�lua)�_.-. I Ikereby certify that the above In �llotion ��nactyoo �se9vl>called iw lllte.a the a va building In conformance with the state . 899150 LOERKE INSIi AT ION CO. INC. STATl+ RON'fWT01t 8 LICENSE NO - FIRM NAME/OWNI.R September 18, 1992K_Z_ SIG E OF INSTA .IATION APPI.ICA'fOR DATE I I�ereby certify the above Insulation andand all Ottachawsntaired l►aveiboon Instal68 ledoaetlle Building Department approved plana a Re uirementa. required by tl►e-State of California Rnergy q All equipment, devices and materials are of tile quality prsscrlued or Mr specifically approved uy tl►e State of California.nia o)vN STATE CONTRACTOR S LICENSE N0. FIRM NAME/0"Fut (Please print) SIGNATW0(jFN-E�_RAL_(,OjjrRA(;TOR OWNER DATE 'rltT$ CERTIFICATE MUST By. ON FILE WITH T11eOSTEDDWITI pNpAR11�"1 PRIODINGS TO FINAL INSPECTION APPROVAL. AND A COPY SIIAL , .. January 1984 ' r STA'TCMI�NT COPY/ CASH SALE iPTIT ;lk PICK-UP MEEKS BUILDING CENTER C ' KED .*-HELP. ONJOB i ,A. [--CASH—t,, CH 1100 E. 20th ST P.O. BOX 689 O YES NO �DEUVEFIEDDY�v,, 5 DATE DEUVERED.z CHICO, CA. 9.928,,,.-,� -i--.CHICO, CA. 95927 WS) 342-1886 % W STORE NAME NUMBER E E KC3 'C H 1 0 SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) SOLD A; -.,ETTER BUILDERS J m f I i'viICM-549_ -" 80 1 Y A 1--)) A K`3 t ROY 01- 0 IN ).+I•: 1 Vf:*.' �26:7:1 ROvAL !-lAK,::, R DF 966 1DR13VILLE, C A 9 5 Q 6 j OV,l L C is t tlo 7�- 7 s Dater; Store1 Nom S':� writ!i�n! '�Bi.-A: mper�74, l w No. "� N 71 ' 5 13.65 5 201 90 D LA Date WantedJ, .Date Delivered Via„ 'T M Wl" OUN PRICE!, UNIT. -',-`.--EXTENSI'0k- 7 `0 L NF T Vi. 11' -ULE C 5, 0 f V T nwo RIAL AN( E ?'�777 4, 2. 'Fy^�°r-�^�� {.t:"••�' ''�F c .{rte 5i!..- ,r F�+y� "S x. '6� f 1 'N" JvaMKII • -2, m- zmm . MMMTHIM =71 mmm- 2TV7 UPO ' RTANT:A.LLME HANDISE RETURNED SUBJECT TO A RESTOCKING HARGE. RSE SIDE FOR TERMS &.CONDITIONS. IEC'a. BY DATE: m m m m 4 0 W P. 'T M Wl" OUN 00 71 ' 5 13.65 5 201 90 m m m m 4 0 W P. CER�Y-�C AT E� TE OF TIMAt, e? 4 A I I (I z LO Z HE UNDERSIGNED MANUFACTURER Hi�?��''CER.TYFIES " that the products identified below and on attached sheets Nos, are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER. CO - NSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon-_ , which planthasa quality control system approved by the Inspection Bureau of the AMERICAN "INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME:' JOB LOCATION: R R rl H i n q., r A CUSTOMER'S ORDER NO. 14167 DATE —V-7 �87 MFGR. S ORDER, NO. -.13766 Members have also bQen manufactured to the mare restrictive provisions o f P.S. 56-73, SIGNATURE COMPANY Riddle,Laminators TITLE Ql1ality Control ADDRESS Riddle$ OR —DATE 5/20/87 A/ TC HEREB Y CERTIFIES that the said company at its said plant is Licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark- in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that; in the judgment of,AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured ' I at said plant, Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting thesaidStandard and that its plant is periodically inspected and ve.rified.by the AITC Inspection Bureau. AITC Cerfificale No. 3 712 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ES KCS ►cn 1'6R, Q 1983 AMERICAN INSTITUTE OF TIM5ER CONSTRUCTION r I COUNTY OF BUTTE - DEPARTMENT OF PUBIC WORKS 7 County Center Drive - Oroville, California 95965 - Telepone: 916/538-7541 APPLICATION AND PERMIT,, PERMIT NO. 92-1461 ASSESSOR PARCEL NUMBER 69-24-28 ZONING RT, 1 BUILDING PER OWNER BARBARA SCOTT TELEPHONE !. ,�Q. FT. OCC. BUILDING VALUATIO 2162 R 116,748 OWNER'S MAILING ADDRESS 18 HIDDEN COVE CIRCLE SACRAMENTO 95831 312 R 1p6,848 CONTRACTOBETTER R'S NAME BU TELEPHONE 589-2574 452 M 8,136 590 C 7,670 . CONTRACTOR'S MAILING ADDRESS 5263 ROYAL OAKS DRIVE OROVILLE Fireplace I"Al T-$-150.,902 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 776.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 377.50 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5493 ROYAL OAKS DRIVE OVILLE Permit fee $ 1.199.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap LL5.00 Solar or heat pump water heater 20.00 LOT NO. 150 SUBDIVISION NAME 1 PARCEL MAP 58-73 Water piping 7.00 7.00 Each gas water heater or vent 7.00 USE OF STRUCTURE SFFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New I ;1 Addition ❑ Remodel EllUtilities ❑ Installation❑ Other El Descrriibe work: 2 BDRM _ Permit Fee $ 92.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 Main service 200ATO1000A, 37.50 CONTRACTORS LICENSE LAW I declare un er penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions_ Code a d my license IS In fu rce and effect. License No. Classification ❑ I, as the owner,'or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&` OR ADDNS. ( ACC. BLDGS. / 3.60 sq.ft. NEW CONSTR ULT' -OUTLET NON -REST BRANCH CIRCUITS @ 5.00 (POWER APPARATUS &1 l SINGLE OUT CIR. E x. Occup(OUTLETS OR FIXTURES 20 764 FIXED APLNS. \ EX. Occup. OUTLETS PIRESID 'OR EA I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ 136.10 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ Th ermit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating HEAT PUMP 9.00 Cooling 9 TON 16.50 Hood 6.50 6..50 Ventilation 4.50 4.50 - Permit Fee _ $ 51.50 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 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 agains IdZyconsequence 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 $ 40.00 occ CONST TY PE TOTAL FEE $ rso rlAz oFE IMP FLOOD �� CDF PAaCEy PD V/ 171 HD ISSU This permit is hereby issued under the sions of he B tte Cou t de and/or wor n ica a ov r hich fees IRE PUBLIC BY PER EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date ✓c vi c� 0 Receipt No. 115843 0 ,,,�>� / WHITE-D.P.W., YELLOW -AS ESSOR, PINK -INSPECTOR• GOLDENROD -APPLICANT Ccs- -�v,Ua �/om� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC ORKS PERMIl 0 / 7 County Center Drive - Oroviller California 95965 - Telephone: 916:'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ^ ZONING BUILDING PERMIT. OWNER TELEPHONE c,Q. FT. OCC. BUILDING VALUAT ON i` OWNER'S NA DDR ESS � ^ CONTR TOR'S NAME -6pr �rJ t/OG-'mss TELEPHONE �9 - ,`= s� 70 CONTRACT SMA LING ADDRESS r ` VVccZZ 6 Fire lace rt G P �� CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee IF$ 15.00 - LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER ' LICENSE NO. Plan Checking Fee$ 3 77, ,SQ Energy Plan Checking Fee d. $ pZo. ('Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ - - BUILDING ADDRESS S1-/^3 lqa 1 0 4K -S % VC Permit fee $ PLUMBING PERMIT.-_ FiIingFee 115.00 Each Trap V 5.00 ,s �. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP -64Sas Water piping 7.00 7_C'* Each qwater heater or vent 7.00 USE OF STRUCTURE SFV Duplex❑ Mobilehome❑ Other FY Gas piping system 1 - 5 outlets 5.00 Building sewer .�SPECT Mobile Home S G W J t15.00 TYPE OF WORK New4< Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: ;__,1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 20000AA OR LESS 2OR LESS Main service 200A TO 1000Al 18.50 37.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License No. Classification ❑ 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING O P OR ADONIS. ( AGC. BLDGS ) 3.60 sq.ft. I NEWCONSTR ULTI.OUTLE NON•R ESID BRANCH CIRC ITS 5,00 (POWER APPARATUS a' \ SINGLE OUTLET CIR. I Ex. OCCUp(OUTLETS OR FIXTURES 20 76d FIXED APPLNS. OR"AL Ex. Occup. OUTLETS (RESID.I EA.� ! 3.00 Temporary service j 15.00 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 FiIingFee 1 15.00 i Heating 64 ! Cooling 3 " Hood 6.50 50 Ventilation Z/ W.tv Permit Fee $ e Contractor ! I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant — Owner g pp ❑ 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 $ Ener Ins ectio Fee Energy P coN TTY E T TAL FEE' HAz 1 0FEES t%'1. 1 1M71 FLOOD KDF PAR "HOSS E This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXP IRES Date applicable provi- i resolutions to do have been paid. - WORKS Date / Jr lJ,y3 Receipt No. D "41 TE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT C04INTY OF BUTTE 4WEPARTMENT OF PUBLIC WO, - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER /r0 4! 1 4- No. CY Proposed Building Use Building Inspector Datz- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ................. . 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data d9janufacturer's installation instructions 2 sets. ......... . 10. Fees of$ oCs /U ......................................... Z X. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood by C lifornia Engineer. .. _ 14. Sanitation and plot plan approval 4e �IJ1� Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ... .. . 18. Contact Land Development about (A) Improvements (B) Drainage. .....,' ..... e5 19. Driveway permit (construction approval required prior to occupancy). .. ... .... 20. Pre -inspection for Fre-Inspection request required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............... 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement ................... 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation, and 60 right of way to a public road. .... . 27. Letter of intent on building use. ........' ................................. 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ............................... 32. Plan check list. ................. 33. 34. When You issue the per "t, process as follows: Mail to owner. Mail'to contractor. Telephone : and hold for pickup at office. Deliver with inspector. Other Parcel Creation j S S�� Acreage Applicanf Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior t mi S uance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required.: �o-n-t-ra, designer, owner, was advised of above required data by phone mail Counter by _�31 Date, designer, owner, was advised of above required data by _ phone mail Counter by _ Date Plans checked by NZ -'2>° Date 16-- -20 Plans approved -by Date 5 -1 -7 - Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department -FROM: Encroachment Permit- Sect.ion RE: 'Diiveway Clearance owner location AP'# Driveway permit L-0 has been issued for the above property. nujab T signaAre date � ' 3 h 0 Ei .pc ,� c x O ��° 6� � cr m N ..+ � � N rn �t��N�'.•'t'u;� aim-i�'fw• ��: t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School DistrictBuilding Department No. A.P. Number �� al�g Jurisdiction ( City � County Property Owner Property Location/Address Subdivison Residential Development No. Living Units -------- - Lot No. Commercial/Industrial 'Iq�, r �� Building Department Represe MHI New '�`r yam.• wa.g:;�.�. Sq. Footage ? / (O Addition (Group R) Sq. Footage Addition (Including Exterior Roofed Areas) 71 Dat (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that _ (Ap licant) (Street Address) U (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ 3 representing _� f (p �2.- _ _ square feet 41 �a,� School District Representative Paid by Check Number Bank Number Paid by Cash Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project .is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) COUNTY OF, BUTTE.- DEPARTMNT OF•PUBLIC WORKS',- BUILDING -DIVISION 7 COUNTY CENTER DRIVE- OROVILLE,,CALIFORNIA 95965 - TELEPHONE (916)5'387541 •' OWNER" A . P ... NO .' PROPOSED BUILDING USE Z DATE �;. REC.: # DATE REC 1: School Distric Fees 0400,h/6>711 i' (paid'at District Office) ............................. 2: Sheriff Fees (paid at'Building Department) •Residential ..... X r _$ 366 1/5e1�3 �1 --��Z- '. unit amt' -f Commercial( per- - sq :'f t . ) t sq.ft amt.' � 3. Urban Area Fees (paid "at Building Department •Residential (per unit) X _$ # units amt. , Commerical{ per sq :f t. X _$ A sq.ft. amt. 1.4. Recreation District, Fees r (paid at District Office,) •, + •; 5. Drainage District Fees (Contact Land Development) ............. —[- { 6. Other 7. Other ---- At time, of': permit application, I . was advised the­above fees 'are required to be paid prior to issuanceof the permit ,.., APPLICANT DATES¢ Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT MAY 5 1992 Section 26-8'.1 of the Butte'Co.unty Code requires this ;acknowled ement N OT COMPARED VVITH be recorded .prior to issuance of a building permit. g MIGINAC DOCUMENT The property described herein is adjacent to land or included C92-01within an area zoned for agricultural purposes, and reside.nts�of this 9578 property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals; including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte .County has established agricultural zones which have as a priority use for productive agricultural purposes,•an-d residents within said zones and on adjacent property should be prepared to accept such inconvenience or disco nfo'rm.from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Iso, U.nif- 48, hC�lly 12idye- E.States �kb�t/visior� vr�or� �.o�►mo�►y l�hown us Date: �- ,5 q 93 (loyal 'calks Z)V,/ L9r'ovd/e, e'9' PROPERTY OWNERS: State of� u On this the .- fQ day of , 19� County of , before SS, me, the undersigned Notary Public, p sonally appeared ) L7Personally:known to me. Ll Proved to me on the basis of satisfactory evidence. to be the,,per-son(`&& whose name(4,,) su scribed to the within➢ instrument and acknowledged tat executedthe;same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. c. r Present A.P. No. 6 9-. '� 4__2y Notary Pu lic CAROL A. DOERI,NG } N(NARY PUM I�;••4; ,UlFOF�K' � �.... J; Princbd GNIC_= in P.U,rTE Caunt C:,nnmars!C.ii i:x{r!rva c�yr�,;y,11Y,S J _o. os- Oil PERMIT NO: 29-92 Lake Oroville Area Public Utility District 1960 E46. Streec OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: May 5, 1992 Applicant: Barbara .7_ Scott (RettAr R11 Iaprg Cr)ngtr_ 1 Applicant Address: 18 Hidden Cove Circle, Sacramento, CA 95831 Applicant Phone No.: 580-2574 Property Location (s): 5493 Royal Oaks Drive Kelly Ridge Estates - Unit 4B - Lot 150 A. P. No. (s): Fees � All fees. Paid, a'4 � Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: M Date: Lake Oroville Area Public Utility District release to close permit: Date: L- , , . . ! -qq r RESIDENTIAL PLAN -CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) [/ Bldg. Permit # ^OWNERRit,�'/`P�i4Q �0�� A.P. r Plan Checker GENERAL - Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. ' Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer -Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions... Setbacks, sideyards, easements, etc. Other buildings.or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb-- ustible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form).: 8/91 FLOOR PLAN Complete to scale plan with dimensions. quired windows for light and ventilation (Sec_)1205). r Required windows;.for_ second exit.(Sec. 1204). Skylights (Chapter 34 & Sec. 5207). man impact glass (Sec. 5406). quired room sizes', ceiling heights (Sec. 1207).. GFCIs in baths, garage,'kitchen, and exterior outlets (Article 210-8): _ Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment." Locations of water heater, heating and cooling equipment, other electrical C.Fireplace as equipment. ge firewall, door size, and closer (Sec. 503(d)(3)). t 3'0" exterior exit door (sec. 3304 M. and wood stove location, alcoves,,and clearance'. a detectors (Sec..1210). bing fixtures, water closet clearances and shower size. -`STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V), ?' Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 0 Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building., Roof construction details complete enough to construct building. Fireplace construction details and calcs.,if necessary. �afte ies or bearing -ridge beam. a�raSe_door r: porch header sizes. Stud heights. dobe soils - special foundation design. etaining walls requiring design. Special Inspection required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). 3—'Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). groper roof pitch for roof convering (Chapter 32). 6-.-Io-of covering type - (fire hazard). 7 -.---Foam insulation - protection. 8--.- 36" halls and stairways. 9r Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716)1 ttic access and ventilation (Sec. 3205). _ 1 -2 -.-Underfloor access and ventilation (Sec. 2516). Vombustion air for fuel burning appliances - L.P.G. requirements. oise requirements on .duplexes. .nergy design. - alas all exterior open—Ings. gs �' responsible area requirements. r•3 LI xr 4 G-�-0 1 9 578=1 Rec Fee 5. 00 i Return ,_too DPW 1 Check Recorded Official Records County of Butte I ' ' - Candace J. Grubbs Recorder I - • 11�41am 5 -May - 92 I PUBL XX 1� Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 25; :. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides;' and fertilizers; and from the pursuit of agricultural operations including, but not•limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate!`dust, smoke, noise, and odor., Butte County has established agricultural zones which have as"a priority use for productive agricultural purposes,.and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described• asfollows; kot'ISo) Llni45, pC�(1y R.icl E -5t2?- CoVv�:t%vioniy /mown as ',5-S193 Qoyal.Oaks Dv.; L09-rovd/,e,, PROPERTY OWNERS: State of On this the �� day of 19-Z2,before SS. me, the undersigned Notary Public, p sonally appeared County of ) �,.--- / Personally known to me. / / Proved to me on the basis of satisfactory evidence. to be the person( -sl whose hame(%Q ��-Yal su.scribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF,'I hereunto set my hand and official seal. Present A.P. No. o2 tl 20V EN® OF DOCUMENT i i Notary Public wr.. OF=FICiAL SEAL CAROL A. IaBGE1311v� y �FUPS IC -CAL i°' { p, • ;N; ��''3'i iJF A.�41 �I IF §�Ji �• Principni +Vice in PU'i t -E our=it� - ��"*'.�x:l' i'ar min liliVS�c:ir:6Ft�r31;S S[rliw as u� f } CERTIFICATE OF COMPLIANCE: RESIDENTIAL Project Title.......... Residence forSco-INP Project'Address.... ... 5493 Royal Oaks Drive Oroville L Documentation Author... Carol Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Page 1 CF -IR Date........ 05/18/92 Building Permit Plan Check Date Field Check Date MICROPAS3 x3.01 File-SCOTTCOU Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type.... ..... ... Building Front Orientation. Number of Dwelling Units... Number of Stories.. ...... Floor Construction Type.... Infiltration Control....... 2430 sf Single Family Detached Front Facing 270 deg (W) 1 2 Slab On Grade Standard BUILDING SHELL INSULATION Component Insul Type R -,value Location/Comments Wall Door Wall Roof Floor F1oorExt SlabEdge Glazing Orientation Window Front (W) .Window Front (W) Window Front (W) Window Front (W) Window Front (NW) Window Right (SW) Window Right (S) Window Back (E) Window Back (E) Window Left (N) Window Left (N) Window Left (N) R-19 FRONT, RIGHT, LEFT, TO ATTIC TO CRAWL/GAR, TO GARAGE R-0 FRONT ENTRY, TO MECH, TO GARAGE R=24 ----RIGHT; BACK; LEFT" I R-38 TILT CEILING, FLAT CE4IL'IN.G° R-21„9° TO`-CRAWLSP,ACE R=19 ' {ATO-. OP -EN R=0 SLAB EDGE GLAZING Area # of Interior Exterior Framing (sf) Panes Shading Shading Overhang Type 16 j 2 DRAPES 50% BUG SCREEN Yes Metal 21 2 DRAPES None None Metal 10--' 2 DRAPES None Yes Metal 40 � 2 DRAPES 50% BUG SCREEN None Metal 7 2 DRAPES 50% BUG SCREEN None Metal 7---' 2 DRAPES 50% BUG SCREEN None Metal 31 / 2 DRAPES 50% BUG SCREEN Yes Metal 60./ 2 DRAPES 50% BUG SCREEN None Metal 92 2 DRAPES 50% BUG SCREEN Yes Metal 80-' 2 DRAPES 50% BUG SCREEN Yes Metal 56j 2 DRAPES 50% BUG SCREEN None Metal 14 2 DRAPES None None Metal CERTIFICATE OF COMPLIANCE•: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Scott Date........ 05/18/92 MICROPAS3 v3.01 File-SCOTTCOU Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Actual System Heating Cooling Cooling Coil ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Efficiency (Btuh) (or approved equal) CEC Maximum Output for Gas Central Furnaces: N//t Btuh WATER HEATING SYSTEMS Tank Capacity Manufacturer and Model # System Type (gal) (or approved equal) Stoxl&ge, ELIectr- cc STATE 520 TURBO TV-40-KLS SPECIAL FEATURES/REMARKS Energy Credits None THERMAL MASS Area. Thickness Hard Surfaced/ Type (sf) (in) Exposed Location/Comments S1abOnGrade 816 4.0 Yes LOWER LEVEL InteriorVert 80 4.0 Yes BRICK FPLACE VENEER InteriorHorz 22 4.0 Yes BRICK HEARTH, InteriorHorz 49 1.0 Yes ENTRY FLOOR ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value HeatPump 8.0 HSPF 0.96 R-5.7 Air Conditioner 11.00 SEER 0.96 R-5.7 Actual System Heating Cooling Cooling Coil ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Efficiency (Btuh) (or approved equal) CEC Maximum Output for Gas Central Furnaces: N//t Btuh WATER HEATING SYSTEMS Tank Capacity Manufacturer and Model # System Type (gal) (or approved equal) Stoxl&ge, ELIectr- cc STATE 520 TURBO TV-40-KLS SPECIAL FEATURES/REMARKS Energy Credits None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.....:..... Residence for Scott Date........ 05/18/92 MICROPAS3 v3.01 File-SCOTTCOU Weather-CTZ11 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter.2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER OWNER Name.... John Starr Company. Better Builders Address. 5263 Royal Oaks -Dr. .Oroville CA 95966 Phone... (916) 589-2574 License. 323225 Signed (date) DOCUMENTATION AUTHOR Name.... Carol Kuopus Company. CALCTECH Address. Drawer G Feather Falls, CA 95940 Phone... (916)-589-4219 Name.... Scott Company. Address. Phone... Signed (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone. . . te) PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R Project.Title: Project Address: Documentation Author:Neal Kuopus for CALCTECH Date: Location:Oroville RS Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Framing Adjustment Calculation: (if applicable) 0.0504 x 0.85 + 0.1337 x 0.15 = "0.0629 Total U -Value 1/0.0629 = 15.90 y Total R -Value Sketch of Construction Assembly Assembly Name:MASRI9WALL Assembly Type:WALL Assembly'Tilt:90 Framing Material:WOOD Framing Spacing:16"o.c. Framing %:15% Framing Size:2X6 List of Construction Components R -Value Cavity Frame Outside Surface Air Film .0.17 0.17 1.Hardboard Siding 0.67 0.67 2.Building Paper 0.06 0.06 3.R-19 Insulation 17.80 ----- 4.2x6 Framing ----- 5.45 5.0.5" Gypsum Board 0.45 0.45 6. 7. 8 9. Inside Surface Air Film 0.68 0.68 Total Unadjusted R -Values: 19.83 7.48 R� Rf Framing Adjustment Calculation: (if applicable) 0.0504 x 0.85 + 0.1337 x 0.15 = "0.0629 Total U -Value 1/0.0629 = 15.90 y Total R -Value Sketch of Construction Assembly PROPOSED CONSTRUCTION ASSEMBLY: RESIDENTIAL Form 3R Project Title: Date: 'Project Address: Location:Oroville RS Documentation Author:Neal Kuopus for.CALCTECH • 'Tel.:( 916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Assembly Name:STR5R19GB Assembly Type:WALL Assembly Tilt:90 Framing Material:WOOD Framing. Spacing:l6"o.c. Framing %:15% Framing Size•2X6 List of Construction Components Outside Surface Air Film 1.0.375" Stucco 2.1" Rigid Insulation 3.R-19 Insulation 4.2x6 Framing 5.0.5" Gypsum Board 6. 7. 8. 9. Inside Surface Air Film Total Unadjusted R -Values: Sketch of Construction Assembly R -Value Cavity Frame 0.17 0.17 0.06 0.06 5.00 5.00 17.80 ----- ----- 5.45 0.45 0.45 0.68 24.16 R C 0.68 11.81 Rf Framing Adjustment Calculation: (if applicable) 0.0414 x 0.85 + 0.0847 x 0.15 = 0.0479' Total U -Value 1/0.0479 = 20.88 Total R -Value PROPOSED CONSTRUCTION ASSEMBLY.: RESIDENTIAL Form 3R Project Title: Date: Project Address: Location:Oroville RS Documentation Author:Neal Kuopus for CALCTECH Tel.:(916) 589-4219 Building Permit No. Checked By: Date: Enforcement Agency Use Only Sketch of Construction Assembly 9 Framing Adjustment Calculation: (if applicable) 0.0243 x 0.93 + 0.0362 x 0.07 = 0.0251 Total U -Value 1/0.0251 39.84 TotalR-Value Assembly Name:CSR38CC2412 Assembly Type:ROOF Assembly Tilt:0-22 Framing Material:WOOD Framing Spacing:2_411o.c. Framing %: 7% Framing Size•2x6 List of Construction Components' R -Value Cavity Frame Outside Surface Air Film 0.17 0.17 1.Asphalt Shingles 0.44 0.44 2.Building Paper 0.06 0.06 3.0.5" Plywood 0.62 0.62 4.3.511+ Air Space 0.80 0.80 5.R-19 Insulation 19.00 19.00 6.R-19 Insulation 19.00 ----- 7.2x6 Framing ----- 5.45 8.0.5" Gypsum Board 0.45 0.45 9. Inside Surface Air Film 0.61 0.61 Total Unadjusted R -Values: 41.15 27.60 RC Rf Sketch of Construction Assembly 9 Framing Adjustment Calculation: (if applicable) 0.0243 x 0.93 + 0.0362 x 0.07 = 0.0251 Total U -Value 1/0.0251 39.84 TotalR-Value COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Residence for Scott Date........ 05/18/92 Project Address....:... 5493 Royal Oaks Drive Oroville Documentation Author... Carol Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 MICROPAS3 v3.01 File-SCOTTCOU Weather-CTZ11 Program -FORM C -2R User#-MP1320 'User-CALCTECH Run -Proposed Residence MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed (kBtu/sf-yr) Design Design Space Heating......:... 33.73 20.55 Space Cooling.......... 17.40 12.17 Water Heating..... .... 8.40 15.59 Total 59.53• 48.31 ***.Building complies *** Compliance Margin 13.18 5.23 -7.19 11.22 GENERAL INFORMATION Conditioned Floor Area..:.. 2430 sf Building Type.. ... ... Single Family Detached Building Front orientation. Front Facing 270 deg (W) Number of Dwelling -Units ... 1 Number of Building Stories. 2 Weather'Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 20243 cf Footprint Area........... 1614 sf Slab -On -Grade Area......... 816 sf Glazing Percentage......... 17.9 % of FA. Average Ceiling Height..... 8.3 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume # of Thermostat Height Vent Area Zone Type itioned .(sf) (cf) Units Type (ft) (sf) HOUSE Residence Yes 2430 20243 1.00 Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Residence for Scott Date........ 05/18/92 MICROPAS3 x3.01 File-SCOTTCOU Weather-CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH .Run -Proposed Residence Area Surface (sf) OPAQUE SURFACES U- Insul Act Solar Location/ value R-val Azmth Tilt Gains Comments HOUSE Length F2 Insul 1 Wall 280 0.063 R-19 270 90 Yes FRONT 2 Door 20 0.330 R-0 270 90 Yes FRONT ENTRY 3 Wall 16 0.063 R-19 315 90 Yes FRONT 4 Wall 16 0.063 R-19 225 90 Yes RIGHT 5 Wall 48 0.063 R-19 180 90 Yes RIGHT 6 Wall 48 0.063 R-19 360 90 Yes LEFT 7 Wall 241 0.048 R-24 180 90 .Yes RIGHT 8 Wall 356 0.048 R-24 90 90- Yes* BACK 9 Wall 193 0.048 R-24 360 90 Yes LEFT 10 Roof 392 0.029 R-38 90 9 Yes TILT CEILING 11 Roof 244 0.029 R-38 270 9 Yes TILT CEILING 12 Roof 978 0.025 R-38 0 0 Yes FLAT CEILING 13 Wall 92 0.065 R-19 270 90 No TO ATTIC 14 Floor 354 0.037 R-19 0 0 No TO CRAWLSPACE 15 F1oorExt 445 0.049 R-19 0 0 No TO OPEN 16 Wall 412 0.065 R-19 270 90 No TO CRAWL/GAR 17 Door 20 0.330 R-0 270 90 No TO MECH 18 Wall 64 0.065 R-19 180 90 No TO GARAGE 19 Door 20 0.330 R-0 180 90 No TO GARAGE 20 Wall 104 0.048 R-24 180 90 Yes RIGHT 21 Wall 356 0.048 R-24 90 90 Yes BACK 22 Wall 24 0.048 R-24 360 90 Yes LEFT 23 Wall 124 0.065 R-19 360 90 No LEFT Metal Slider 0.65 90 90 PERIMETER DRAPES LOSSES 11 Form 3 Reference MRSPAGL0401.1 Length F2 Insul Surface (ft) Factor R-val Location/Comments HOUSE 24 S1abEdge 75 0.900 R-0 SLAB EDGE 25 S1abEdge 80 0.550 R-0 SLAB EDGE GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Window 16 2 Metal Slider 0.65 270 90 0.77 DRAPES 0.66 2 Window 21 2 Metal Fixed 0.65 270 90 0.77 DRAPES 0.66 3 Window 10 2 Metal Fixed 0.65 270 90 0.77 DRAPES 0.66 4 Window 40 2 Metal Slider 0.65 270 90 0.77 DRAPES 0.66 5 Window 7 2 Metal Slider 0.65 315 90 0.77 DRAPES 0.66 6 Window 7 2 -Metal Slider 0.65 225 90 0.77 DRAPES 0.66 7 Window 12 2 Metal Slider 0.65 180 90 0.77 DRAPES 0.66 .8 .Window 4 2 Metal Slider 0.65 180 90 0.77 DRAPES 0.66 9 Window 15 2 Metal Slider 0.65 180 90 0.77 DRAPES 0.66 10 Window, 12 2 Metal Slider 0.65 90 90 0.77 DRAPES 0.66 11 Window 40 2 Metal Slider 0.65 90 90 0.77 DRAPES 0.66 12 Window 24 2 Metal Slider 0.65 90 90 0.77 DRAPES 0.66 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.:......... Residence for Scott.. Date........ 05/18/92 MICROPAS3 v3.01 File-SCOTTCOU Weather7CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH -Run-Proposed Residence Area # of Frame Surface (sf) Panes Type 13 Window 40 2 Metal 14 Window 56 2 Metal 15 Window 14 2 Metal 16 Window 48 2 Metal 17 Window 24 2 Metal 18 Window 4 2 Metal 19 Window 40 2 Metal Surface HOUSE 1 Window 3 Window. 7 Window 8 Window 9.Window 11 Window 12 Window 13 Window 17 Window 18 Window 19 Window Surface HOUSE 1 Window 4 Window 5 Window 6 Window • 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 16 Window 17 Window 18 Window 19 Window .GLAZING SURFACES Sc Interior Open U- Act Glass Shade Type value Azmth Tilt Only Type Slider 0.65 360 90 0.77 DRAPES Slider 0.65 360 90 0.77 DRAPES Fixed 0.65 360 90 0.77 DRAPES Slider 0.65 90 90 0.77 DRAPES Slider 0.65 90 90 0.77 DRAPES Slider 0.65 90 90 0.77 DRAPES Slider 0.65 360 90 0.77 DRAPES OVERHANGS. Area Window Overhang Overhang (sf) Height Length Height 16 4.0 2.0 0.7 10 5.0 6.0 0.7 12 2.0 2.0 0.7 4 1.0 2.0 0.7 15 5.0 2.0 0.7 40 6.7 10.0 0.7 24 4.0 10.0 0.7 40 6.7 30.0 1.4 24 4.0 8.0 0.4 4 1.0 8.0 0.4 40 6.7 30.0 0.4 EXTERIOR SHADING Area Shading SC of (sf) Type Ext Shade 16 50% BUG SCREEN 0.84 40 50% BUG SCREEN 0.84 7 50% BUG SCREEN 0.84 7 50% BUG SCREEN 0.84 12 50% BUG SCREEN 0.84 4 50% BUG SCREEN 0.84 15 50% BUG SCREEN 0.84 12 50% BUG SCREEN 0.84 40 50% BUG SCREEN 0.84 24 50% BUG SCREEN 0.84 40 50% BUG SCREEN 0.84 56 50% BUG SCREEN 0.84 48 '50% BUG SCREEN 0.84 24 50% BUG SCREEN 0.84 4 50% BUG SCREEN 0.84 40 50% BUG SCREEN 0.84 s SC Gls+ Shade COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Residence for Scott Date........ 05/18/92 MICROPAS3 v3.01 File-SCOTTCOU Weather7CTZ11 Program -FORM C -2R User#-MP1320 User-CALCTECH -Run-Proposed Residence THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE ` 1 S1abOnGrade 816 4.0 28.0 0.98 R-0 LOWER LEVEL 2 InteriorVert 80 4.0 21.0 0.59 R-0 BRICK FPLACE VENEER 3 InteriorHorz 22 4.0 21.0 0.59 R-0 BRICK HEARTH 4 InteriorHorz 49 '1.0 24.0 0.67 R-0 ENTRY FLOOR HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE HeatPump 8.0 HSPF 0.96 R-5.7 0.960 Air Conditioner 11.00 SEER 0.96 R-5.7 0.960 WATER HEATING SYSTEMS Capa- Pilot System # of city Effic- Standby Input Size Type Heaters (gal) iency Loss Rating (Btuh) Credits Storage Electric 1 36 0.990 RE' 0.84% 5 kW n/a NONE SPECIAL FEATURES/REMARKS R-5.7 duct insulation required R-19 floor insulation required R-19 wall insulation required at attic/crawl/garage R-19 wall insulation required at exterior per Form 3 R-24 wall insulation required at exterior per Form 3 R-38 insulation required in tilted ceilings R-38 insulation required in flat ceilings per Form 3 Dual pane glazing with metal frames required per elevations HP1: Lennox HS19-511 at 8.0 HSPF & 48000Btu/hr. ACI: Lennox HS19-511 outdoor unit & CB19-5117coil AC1: 11.0 SEER & 47500Btu/hr. HVAC'SIZING Page 1 HVAC Project Title.......... Residence for Scott Date........ 05/18/92 Project.Address........ 5493 Royal Oaks Drive Oroville Documentation Author... Carol Kuopus Building Permit Company.:. ............. CALCTECH Telephone. ............ (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Check Date Climate Zone. .... .... 11 .MICROPAS3 v3.01 File-SCOTTCOU Weather-CTZ11 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ................. 2430 sf Volume.... ........... . 20243 cf Sizing Location.. ...... .. OROVILLE RS Latitude... .....39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range........ ..... 37 F Shading Used.. ......... Yes Latent Load Fraction...:... 0.40 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 13631 5508 Glazing Conduction ............... 11287 7336 Glazing Solar ................. n/a 11097 Infiltration—* ................... 11514 4727 Internal Gain....... .. ....... . n/a 1875 Ducts..... .......... ........ 3643 3054 Sensible Load .............. . 40075 33597 Latent Load ...................... n/a 13439 Total Load 40075 47036 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment: CEC Maximum applicable for gas central furnaces only FLT ENG I NEER I NG { SUBJECT:CMU CANTILEVER RE`TA I G I Nim WALK 5790 CLARK ROAD PARADISE,. CA BY; FLT DATE.; 1 00 ;- • JOB NO. 1 PROJECT: BETTER I-"sU I LDERS 'CONI S T f •U_ T I Ota{ -. SHEET' 1 OF 10 5263 ROYAL 0AKS DRIVE_, OROV I LL -E, CA 95906. STUD WALL, . ROOF" AND FLOOR ARE SUPPORTEb BY MASONRY CANTILEVER RETAINING WALL FOUNDATIONS. M CODE 19SS U%i_ w y SUPERIMPOSED LOADS MIN. DL = . (-)I.o x (:3+5)' _ ,'. 11 'k:/l, , rlAX . LL =--.:016 x 22 + , . 010 ( -3 j + , 050 11 = 1.09 k it LOADi NG' PES'. ABOVE IS i=R I T I CAL •FOS: BOTH — SEAF: I NG , ( .I Np±DES ,DL+LL ) AND SLIDING RESISTANCE (H I N Z DL ONLY),- MAX. NLY),'MAX. LL — h!DO,F . LL + ADD s L LIGHT 'ROOF DL + FLOOR DL•i-LL r CA -LCIS PROVIDED FpR: A. 10 -04 HIGH'WALL y-° SHEETS': j,3,4,5 ?.. E•. .� S e el -S- H WALL - • 'SHEETS . 7-, S o, +.1CONSTRUCT EON DETA I L_'J •SHEET 1W ,. MATERIALS: ONQRETE - ULTIMATE _COMPRESS. . STRENGTH . - f P _ 2000 PSI . K ?8 DAYS, bMU -- ULT T MATE ICOMPF:Et6I VE• STRE'N'dTH f' m 150p F'Sl,, SROUTED SO I LD 9 NO INSPECTION REOU I RED. RE I NFOR I NG ASTM AG 15, GRADQ 404 • ALL_OW ,BLE SOIL. BEARING PRE SSURE� - _ ::-- :-u 9 2 SOQ j�S� ALLOWABLE LATERAL BRG n F'F:F_SSUF=:E - 200-020 nook FLT: ENGINEERING' PROJECT' BETTER W I LDERS CLARK ROAD JOB NO. :. 0755 .. PARADISE., . CA DA7 E 10/1990 � 6) E37 -.­Ci2154 . ' pAy r S BY : :FLT .. . SHEET.': { - ' • SUBJECT: t_ ONS::. MASONRY CANTILEVER FETA I N I NCS WAL-.L WALLAESLGN: • : ALL` CAL ULATIONS ARt IN UNITS/LN. FT. GRADE. SLOPE RATIO: LEVEL_ SOIL' .EMU I VALENT FLUID PRESSURE (PSF-) •: ' 36 SURCHARGE (PPF) : . 0 YIELD STRENGTH OF REINF. —• F-y (KSI): : 40 ULTIMATE COMF'F::I;= S I VE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (1='S 1 5 : 150C) SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU —• Frig (PSI): X50.s,0 GRAV T TY . LOAD —• DEAD L-OAI) (KIP) : : 1 1 -- LIVE LOAD (KIP): 1 ,OVERALL HEIGHT OF THE WALL •— H (FEET): OVERALL HEIGHT OF THE SOIL — I•-Ir C FEET) : • . '9 THICKNESS OF WALL_ — TOP (I NCY''ES) : 7. 6 •-- BOTTOM (I NCHES) : 11.6. GROUTED SOLID •— WEIGHT OF WOUT (PCF): 135 -: AVERAGE WEIGHT GHT OF WALL (PSF) : 133- 33,'TOTAL 'TOTALEARTH PRESSURE — Fw (k:: I P) : . ' MOMENT.' :— Mw 5 FT--k:: I F') : AREA REINF-. (IN''•.) 'dl (IN) SIZE ,& SPA (jN). 0.268 9.29 #5 C 13,9 MIN.. VERTICAL REINF. •— .12 % (IN'` ): W1G7 MIN.'. HORIZONTAL REINF. —• -0S X CIN'';::) : .-o 111 . DESIGN REINF. — VERTICAL: d#5 Ci i3 :x ' - HORIZONTAL: #5 .32 EFFECTIVE RATIO 'OF- REINF. — p- c iO3 '.' MODULAR RATIO - n: .4o. , 0 ` COEFFICIENT - k: � 0. 400 ACTUAL RATIO OF DISTANCE •— j: 0.867 COEFFICIENT — 2/k:.j: 5.765 Ai TUAL_ . C:OMPRESS I VE STRESS S OF i::;MU •••- fm (PSI); 243.62 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. — •f's (KSI): 11-69 <:. 20.00 0 . F -LT. ENGINEERING &ROJECT:' ' 1 BETTER BUILDERS ' `W&CLARKAOr' D •; 'JOB NO : 0755 PARAnISE, CA 'DA1C 00/ 1910 (910.. g?Q7025,4 i 'Ali Y S By1" CL ;� SE i i T. 3 w. %O ' HAGH'T FROM -TOP OF THE: WALL - H2 ( FEE h ; 7 4 . HEIGHT FROM 'T'OP OF THE SOIL -- Hr 2 ( FEET) : G THICKNESS OF WALL - BOTTOM'S (INCHES) ; 7.6 GROUTED SOLID-- WEIGHT OF GROUT (PCF).. 135 ' AVERAGE. WE I eHT : OF .WALL (PSF) : 84 .TOTAL EARTH PRESSURE - Fw2 (KIP) : 0.54 MOMENT @ Hw2.-- Mw2 (FT -KIP). : 1 . (=)8 ,AREW REINF. (IN -2) v U9 (IN) SIZE & SPA (:IN7' ------------------------------------- 0.138 5.35 #4 C 17.4 DESIGN REINF.. -- VERTICAL:- #4 @ .1E .FCJOTING' DESIi�N: .. DENSITY OF SOIL (PCF): .10Q DENSITY OF CONCER TE (PCF); 150 OVERTURNING RATIO - MIN; 1,5 - MAX: 2.5 ALLOW:. SOIL BEARING PRESSU'I=:L`, (PSF) :. 2500 ALLOW. LATERAL BEARING PRESSUI�:E (PSM 400 J FRICTION COEFFICIENT •- Fc: 0.35 FOOTING DEPTH (INCHES): le. FOOTING WIDTH - HEEL (•1' NCHES) ; 10. - TOE (INCHES) : 3o,- o;-FOOTING FOOTING.KEY -- .. DEPTH & WIDTH (IN::HES): 0 - BAVF•'.. TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): ac) OVERTURNING FORCE - Fo (KIP) : 1. OVERTURNING MOMENT '-- Mo (FT -KIP): 5. 79 , TOTAL . RES I ST I Nim WEIGHT -- W (KIP): -4.53 ' RESISTING MOMENT - Mr (FT -KIP): 14. . AVERTURN;INS PATIO - SF . h. 5 j NET MOMENT - Mn (FT -KIP): ECCENTRICITY --• e3 (FEET)., 0. 47 ECCENTRIC MOMENT- - Me (FT -KIP) : 2.13 FOOTING AREA •- Af (FT'''C'_) : S. 00 SECTION MODULUS - S (FT^3): SOIL. PRESSURES •- DL ONLY -- SPt (PSQ: - SPh (PSF") : 395.34 > 0 SOIL PRESSURE S - ADDED L._I_ - SPt r (PSF) : <: 2 500' . SPh' (PSF) ; . 73'x.'78' > 0 '. SLIDING RESISTING FORCE - Fr (KIP) : �. 4 :;• " 1. 65 x. >'. �F"L"I` `EN�� I NL�Lft: I Nva AF:OJECT , V BETTER BUILDERS 579. i i.:LARK ROAD AOX NO. 1 0705 PARADISE,. CA . �: DATE 1-10/1990 (9161 872••-0154 fjAL ! S. SY :. FLT SHEC'1" '' OF:lT/0 ,...FOOTING -JOA. _ 'EARTH PRESSURE @ TOE - Fv C K I P : ans. MAX. MOMENTA TOE - Mt (FT -KIP): 4.52 AREA TEINF. (IN`''•' ) s d9 ( IN) SIZE SPA (IN) 0.10 14.69 A. 0 17.7 DESIGN TOE REINF.: If`,.. C 8 FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF) : 362.46 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF) o 0.00 PRESS. @ FACE OF WALL - SPf (PSF) 0 176.19 MAX.. MOMENT @ I-•11=EL - Mh (FT -KIP): 0.33 AREA REM. (IN -2) Yd9 (IN) SIZE & SPAMN) 0.014 15.69 #5 @ -------- ,262.1 DESIGN HEEL REINF.: #5 C .fir NOT Z67lp �D r FLT i.ENG I NEED: I Nim ROJE&' COTTER BUILDERS j79i? &AR `.pOAD ' ::JOB N0. v0755: 1755 , PARADISE, ACA Df�'TE its/1"39�i f':�1G)-::.E372:--ii:=54 17 i :ALi�' S LsY .F"L.T. SI iEEI :..._ OF . 1O HEIGHT FROM TOF' OF THE WALL_ -'H2 (FEET)e HEIGHT FROM TOP OF THE SOIL - Hr l (FEET): E: THICKNESS OF WALL - BOTTOMS (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): 105 AVERAGE- WE I.GY .OF WALL (F'SF) : 84, , =.:TOTAL EAtt TH PRESSURE - Fw2' (K •I F') : ; ` C�. 54,- 4 MOMENT MOMENT @ Hw2 -- Mw2 (FT -KIP); AREA REINF-. (IN''•. ) IdI (IN) SIZE & SPA (IN) ' ---------------------------------- 7---------- 0.138 5.35 #4 W"17.4 DESIGN REINF. ,-- VERTICAL: #4 C iG ..FOOTING DESIGN: DENSITY OF SOIL (PCF). 100 DENSITY OF i_ ONCERTE (PCF): 15� � .' OVERTURNING RATIO - ISI I N: 1-.5 -- MAX: 2.5 ALLOW, SOIL. BEARING F'RIc S SURQF'SF) : 2500 ALLOW. LA'T'ERAL BEARING PRESSURE RE (PPF): 400 FRICTION COEFFICIENT - Fc: ii, 05 -FOOTING DEPTH ( T Ni_ HES) ; 1.3 • FOOTING W I DTH l - HEEL (I Ni_ HES) : 18 _ TOE (INCHES); O(:) ... . FOOTING KEY - DEPTH & WIDTH (INi :HES): - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES) : Go OVERTURNING FORCE - Fo (KIP): 1.651! .G5 OVERTURNING MOMENT - Mo (FT -K I F') : TOTAL RESISTING WEIGHT - W (KIP): 5.13 RESISTING MOMENT -- Mr (FT -KIP); 17.5: OVERTURN I NO RATIO SF 3.03 ' •NET'. M01'IENT '_ ,Mri (FT-•!•�:TF') ; ]. i.. 70 ECCENTRICITY - e (FEET)- 0 .: 1 ECCENTRIC MOMENT •-- Me (FT -KIP): 1.10 • FOOTING AREA - Af (I' --'T'''2 4 aEC:TION MODULUS - S (FT"3) : 4.17 SOIL_ PRESSURES - DL ONLY - SPt (F'SiF-) : 1291.12-0250Q - SI- h ( P SF) : 7S2.94 > 0 "SOIL PRESSURES - ADDED Ll_ - SFT (F'SF:) :. 1382.68.< 2500 - SPh' (PSF) : 1 i os. 98 > 0 . SLID:ING RESISTING FORCE - Fr (KIP) : z 2.70 1. G5. ,... � __-�_______________________________- ` ' . � -�_�����- ` ` ' � ALLCALCULATIONS ARE � IN UNITS/LN. FT. '. GRADE SLOPE RATIO: LEVEL.'' SOIL EQUIVALENT FLUID PRESSURE (PSF) : 30' SURCHARGE (PSF): . 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 ` GRAVITY LOAD - DEAD LOAD (KIP): ` � '1 ' ` - l-IVE LOAD (KIP): ILTANGINAING T, �� :.BETTERlBUILDERS � ' '�`���� �� �� �^,~��.��',�5790CLARK^�ROAD 14 ` J[]B NO :�0755 � � ' '� ' �~ ` :�` PARADISE,- CA ` . :-10/1990 � ' ' � � . -(916) ':872-0254 � - BOTTOM (INCHES): 11.6 ',^' .``�. . � BY :� FLT �J-��l]F /�� �'SUAECTI CONC.� MASONRY CANTILEVER RETAINING WALL..-- @ � __-�_______________________________- ` ' . � -�_�����- ` ` ' � ALLCALCULATIONS ARE � IN UNITS/LN. FT. '. GRADE SLOPE RATIO: LEVEL.'' SOIL EQUIVALENT FLUID PRESSURE (PSF) : 30' SURCHARGE (PSF): . 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 ` GRAVITY LOAD - DEAD LOAD (KIP): ` � '1 ' ` - l-IVE LOAD (KIP): . 1.09 OVERALL HEIGHT OF THE WALL - H (FEET): �` 14 OVERALL HEIGHT HEIGHT OF THE SOIL - Hr (FEET):''. ' . 9 THICKNESS OF WALL - TOP (INO�IES): 7�6 MIN. VERTICAL REINF. - .12 % - BOTTOM (INCHES): 11.6 GROUTED SOLID - WEIGHT OF `ROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): IS � '~T' &~�'������6-Zx TOTAL EARTH PRESSURE - Fw (KIP): MOMENT'—Mw (FT -KIP): 3 6 ' '. AREA-REINF. (IN -2) 'dl(IN) ------------------------------------------- __________________________________________0.268 SIZE & SPA (IN) ' 0. 2%9.29 #5 @ 13.9� MIN. VERTICAL REINF. - .12 % (IN -2): , �., ^ �67� �,MINV,.*ORIZONTAL REINF. - .08 % (IN^2)f ' � REINF. - VERTICAL: #5 @ 8 ,DESIGN ` - HORIZONTAL: #5 @ 32 EFFECTIVE RATIO OF REINF. - p: ' MODU`AR RATIO � n: COEFFICIENT - k: ACTUAL.RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - ACTUAL TENSIONAL STRESS OF REINF. fm (PSI): - fs (KSI): ' [C0033 40.0 �0.400 0.867 5.765 243.62 11.69 ' < 250.00 < 20.00 � -, • , . - FLT; EhINELF:lNG . F'F:Q.JL_CT e DETTEF . Es[J I L.DLf::S __5790 ,< is LARK ROAD JOLT N0. : Q755 F'AF:AD'! SE, CA DA'1 E 10/1990 0 161 872-0254 CALC' S BY 1 FLT SI-IEET % OF /Q llSIEi_ T: CONC. MASONRY CANTILEVER RETAINING WALL ' • WALL .. DES I GN y. ALL . CALULAT I ONS ARE I N UNITS / LN . FT. . GRADE SLOPE RATIO: LEVEL WI L EMU I VALENT FLUID PRESSURE RE (Pt_ I-) : 30 SURCHARGE (F'SF) •: YIELD STRENGTH OF REINF. -- Fy (KS I) : 46 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 150o SPECIAL INSPECTION REMU I F::L'-D : NO ALLOW. COMPRESSIVE STRESS OF CMU •- Frig (F'S I i : 250.00 'GRAVITY LOAD — DEAI) LOAD (KIP) : — LIVE LOAD (KIP): 1.09 OVERALL HEIGHT OF THE WALL — H (FEET): e . S7 OVERALL HEIGHT GHT OF THE SOIL -. ,Hr (FEET) e• Q THICKNESS OF WALL — TOP (I NQ HES) : 7.6 — BOTTOA% A I NCHE S) : 1 1. 6 GROUTED SOLID — WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF) : 133. ,.TOTAL EARTH PRESSURE -- F"w (KIP): :, 0.96 MOMENT.— Mw (FT—KIP): „ 2.56 - .56AREA AREAREINF. (IN"2) • 9 dl (IN) SIZE ------------------------------------------------ & SPA (IN)' 0 . 1 se 9.29 #5 C 19.6. MIN. .VERTICAL REINF. -- .12 '% (IN`•'•2) : JIM -HORI ZONTAI__ REINF_. — -0S "/. (IN -2).: DESIGN REINF. -- VERTICAL: -#5 C 16 — HORIZONTAL-: Kik 5 (e 3' EFFECTIVE RATIO OF REINF. — p: 0;0017 MODULAR RATIO -- n : 4-0.0 COEFFICIENT — k:: (D. 305 .ACTUAL RATIO OF DISTANCE COEFFICIENT — :; / k:: j : 7.304 ' ' ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 216.77 < 250.00 ACTUAL_ • TENSIONAL . STRESS OF REINF. - f , (KSI) : 1 `; . 4 <20.00 DESIGN REINF.,- VERTICAL: #4 Cd 16 < 2500% FOOTING DEMON: > 0 .".-FLT" ENGINEWNG OjECT :•BIETTER BUILDERS ."­,Qd TLARWRAD Xyjow NO,, w, 97PT MAX: ARADWEP, :.> CA ALLOW. SOIL.. BEAR I Nim PRESSUPE (PSF): 25oO, `TAf&8727??54 400 FRICTION COEFFICIENT - Fc-. 0.35 BY :XLT le SHEEr-"'.. la 12' - TOE (INCHES): 24 HEIGHT FROM TOP OF THE WALL H2 (FEET): 6 BAVK TO BACK OF WALL (INCHES): &EIGHT FROM TOP OF THE SOIL-- Hr2 (FEET): 5.33* 48 SO THICKNESS OF WALL BOTTOM2 (INCHES): .GROUTED SOLID - WEIGHT OF GROUT (PCF): 135. AV;ROGE.WEIGHT OF WALL (PSF).- 84 TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT 0 Hw2 - Mw2 (FT -KIP): 76 AREA REIN, (IN^2)' Idl(IN) SIZE & SPA (IN) -------------------------------------- 0.097 5.35 04 @. .4 .8 DESIGN REINF.,- VERTICAL: #4 Cd 16 < 2500% FOOTING DEMON: > 0 _�,DENS ITY OF. SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): '150 OVERTURNING RATIO MIN: 1•.5 MAX: 2.5 ALLOW. SOIL.. BEAR I Nim PRESSUPE (PSF): 25oO, ALLOW. LATERAL'BEAR INim PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc-. 0.35 JFOOT INig DEPTH (INCHES); le .FOOTING WIDTH - HEEL (INCHES): 12' - TOE (INCHES): 24 FOOTING KEY DEPTH & WIDTH (INCHES) . 0 BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 48 SO OVERTURNING FORCE Fo (KIP): OVERTURNING MOMENT Mo (FT -KIP): TOTAL. RESISTING WEIGHT 7'W (KIP):. RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO." SF NET MOMENT. - Mn (FT -KIP): ECCENTRICITY --e CFEET): ECCENTRIC MOMENT He (FT -KIP) - FOOTING AREA -*Af.(FT^2): SECTION MODULUS 0.(FT-2) : ,SOIL PRESSURES - DL ONLY SPt ( I'SF): SPh (PSF): SOIL PRESSURES - ADDED LL SPtl (PSF): SPh' (PSF) :. SL71-61:NG­ RESISTING FORCE. - Fr (kip): 4.22 3. 41 .9. o1 2. 4.7 W .0' 00 2.67 1636. 91 < 2500% 68. 05 > 0 1711.85 < 2500 53S.11 W% 03 . _ FLT' ENG I NEER I NG PROJECT :-'BETTER BLJ I L_DERS 57'�C� C:LAI �'h'; h�:OAD JOB NO. : 0755 ' PARADISE, CA DATE,.-..,,.. :..1 o/ 1990 l'� 1 �) ,.' 87'�:-c: 254 .:CALCIS BY FLT , 'SHEET % OF FOOTING - TOE: EARTH PRESSURE @ TOE' - Fv 0": I E=') : 3.02 ..MAX- MO.MENT,W TOE - Mt (FT-k; I P) : 3: t AREA REINF. t IN•"•'.) 9 d' (IN) SIZE & SPA (IN) 0.158 14.69 11:5 C 23.5 DESI13N TOE= REINF. : #.5 C 16 . •fir. .. .' iw .r ? h5ZO-U2(916) 696S6 'VO '3Slay} vd '•ad kbyl:) 06CS ' k'v' O -Z moo//d N/�a'�l . O'--21 �'a'C�a'�� �l� t •� '/y/s•/� �z -'O 'Y/O -ye 17 Oh 77Y �b'7 •� 7 7Vl, S' S 7 7..pJ 77t� • 2 1 p/y, do a�a A10 blJ+ ?7�' W � 19a2�0_� r4 a•o• .a1 011-----4-�;. . o,b�a' sem= M��i% �/liir/.yi •� rl a'o 40, rP -.I. Sd' 77�i3J ��✓ � 8 ON�1;Y�• �� J .�� o s' #� 1sN.0.� 77/,-fo.:*o _n7 Y --711-2g' SSL D . ens r S T I U C. -T U R A L A L i_ U L. A T 'I O N S+ F 0 R , C. ANT I LEVER—RETA I N I Ni3`WALLS • - c:-iii�ci F'SF7 - BETTED: BUILDERS 1 ONSTRUi= T I ON . 5'?6S ROAYAL" OAIk::S .DRIVE • OROV I L•LE, ' i_ A 95.966 , CAL.0 ULAT I ONS ARE IN COMPLIANCE WITH ` THE 1'388' EDITION OF THE UBC -I GNED DATE FRANK L. TYUI:::OS, RCE S2404 B,UTTEWUN .T ' a BUILDING DEPARTMENT f 57L T ENA I NEEF: I Ni'790i_LAF:k;: F::OAtD DQ F—`ARADISE, • CA 95' 69 AP6 PROVED (9161'.) 872-0iS4 f ' FLT ENGINEERING ,SUBJECT: CONC. CANTILEVER RETAINING WALLS 5790 i=:LAF:F:: ROAD : FARAD I SE, CA 0 BY': FLT DATE: 11/91 JOB NO —1214 . PROJECT: BETTER BUILDERS i_ ONSTRUCT I ON, ' SHEET 1 OF 8 5263. ROYAL OAKS DRIVE, OROV I LLE, CA 95966 ' DES I i�N_i_:R Z TEF:I A_ • STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER. RETAINING WALL.FOUNDATIONS. •C:ODE' 1'388 UBC :.., . ...,SUPERIMPOSED ,.LOADS: MIN. DL = .010 x (8+3) = .11 k:/1 ' MAX. LL. = . i � 16 x 18 + .010 x (18-3) +.010 x :3 Q. 050 5 = .72 k: / l . ' "LOADING PER ABOVE IS C R I TI CAL FOR BOTH - BEARING- (INCLUDES DL+LL ) AND SLIDING RES I STANi_ E ; :(MI N . DL ONLY) , . MAX a . LL —:ROOF LL r ADD 9 L ROOF DL + ADD9 L WALL DL.+` FLOOR DL+LL . CALCIS _PROVIDED FOR:: G" THICK: A. 31-6- HIGH WALL— SHEETS ' : & 3 B. 5"0" H I SH - WALL. — SHEETS 4 & 5 C. 61"6" HIGH WALL'. — . SHEETS • G & 7 i ONSTR:UCT I ON DETAIL — SHEET' :--e .`MATER I AN o ', CONCRETE — ULTIMATE COMPRESS. •STRENGTH z000 : PSI Cd 28 DAYS, ". RE I NPORC I NG! ASTM A615, GRADE 40, ALLOW16LE SOIL BEARING PRESSURE -- 10 0 PSF+, . .:.ALLOWABLE LATERAL. SRG . PRESSURE -- 150 PSF ~ FLT ENG 1 NEER I NG `PROJECT BETTER BU I LDERS is ONSTRUi,T ION 5790 CI -ARK .1=.'OAD JOB'. NO.. : 1.: 1.4 ' PARADISE,. CA :•.DATE ,`;... :.1,1/1'�'�1 (916� -67,2-0254 i •ALC' S BY..:'. FLT ~ . SHEET 2 OF SUBJECT:. CONCRETE CANTILEVER FETAININig WALL WALL' DESIGN: .. . ALL'-CALi-ULATIONS ARE IN UNITS/LN, FT. GRADE,:,SLOPE RATIO:.; .LEVEL` SOIL_ EQU I VALENT FLU I D PRESSURE (: F'SI-:) : 30 r SURCHARGE ('.FEET). YIELD STRENGTH REINF. 0:::S I) : :40 .ULTIMATE COMPRESS I VF_ STRENGTH OF CONCRETE (PSI) : 2i �t: 0 .GRAVITY LOAD - DEAD LOAD - LIVE LOAD (KIP) : .72 OVERALL HEIGHT OF- THE WALL - Id (FEET): 3. 5 OVERALL HEIGHT OF' THE SOIL_ - Hr (FEET) : 3 THICKNESS OF WALL - TOP (INCHES): G - BOTTOM (: INC:HES) : 6 C:OEFF-I C I -ENT' ._ 1 . 4G; TOTAL EARTH PRESSURE - F w • C f:: I'F') : 0; 14 MOMENT - Mw (: FT -k:: I P) : 0. 14 . AREA REINF. ( IN '1) ' d'(IN) SIZE °: ----------------------------------------- SPA (IN) Q.U25 3.75 #4 C 97.7.... MIN. VERTICAL REINF. - .15 % (IN -`-2) : :.,o. 108 - MIN. HORIZONTAL REINF. -- .25 (IN" -2) : o. l8o DE.SI13N REINF, - VERTIi AL: #4 C 24 - HORIZONTAL: #4 C 13 COMBINED STRESSES C WALL: 0.08 •.:: 1.0 s t^ s e t`•r } 'i t _ �.{ •. FLT' ENGINEERING FF:OJEC:T . :.BETTER BUILDERS i::ONSTF:Ui_ T I ON . 579o' CLARK * ROAD :JOEL .NO.. 1214 ,.:. F'AF.'AD.LSE, ...., .CA (•'916) 872=0254 i1ALC S BY FLT •.,'..:. i 'SHEET 13 OF.', d' FOOTING DESIGN: ~pr ` DENSITY OF SOIL (PCF): 100 DENSITY OF i=:ONCEF:'TE (F'C:F) : 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2..5. ALLOW..SOIL BEARING PRESSURE (PSF):' 1000... ALLOW. LATERAL BEARING PRESSURE (PSF): 150 . FRICTION COEFFICIENT - Fc: 0.:'25'. DESIGN FOOTING DEPTH (INC=HES): 12 DES I,GN FOOTING WIDTH - HEEL (INCHES) : E - 'TOE (INCHES): 12 FOOTING KEY - DEPTH °< WIDTH (INCHES): 4 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (f::: I F') : 0.24 . . OVERTURNING MOMENT - M� � (FT -KIP): 0.32' TOTAL RESISTING WEIGHT - W: (•f IP:): ..0.84 RESISTING MOMENT— Mr (FT -f` I•P) : 1.06 OVERTURNING RATIO - SF 3.31'".. NET MOMENT - Mn (FT -I::: I F') : 0.74..' ... • .::• ECCENTRICITY - e (FEET): 0. 12 . ECCENTRIC MOMENT - Me (.FT -k:: I F') : 0.10. ..FOOTING. AREA - A f (FT -`2) : 2 . c_)0 ,.:SECTION MODULUS - S (FT' -3): 0. 67 SOIL PRESSURES - DL ONLY - SPt (PSF): 570.31 1000- - SPh ( PSF) : 268..85 :> `0 SOIL PRESSURES - ADDED LL - SPt' (PSF) : 66i x.'31 1(:)00 - SPh' (:PSF):. 898.85 7 0 .'.:,SLIDING..F;ESISTANC:E - Fr c:k;IF') : 0. 3 .';:• �7, i4.: :;: .:.FOOTING - TOE: EARTH PRESSURE @ TOE - Fv c: k:: I F') : 0.72 .,MAX. -MOMENT @ TOE - Mt (FT -k:: IP) : o.32 -,AREA REINF. ( IN''2) ' d' (IN) SIZE & SPA (IN) 0� )25 0.75 #4 @ 96.1 DES I GN TOE RE I NF .: #4 @ 24 - ; ;' .. FLT '. QO I NEER I Na .F'ROJEI_•T :,'. BETTER BOILDERS CONSTRUCTION • � �0U�' CLAF:C ROAD JOB -NO.. : 1214 PAF:AD I SE , GA DATF 1 1 / 1'x'31 is 916Q.• ".87'.x-0:::54 LAL S . 4 ". ,SUBJEC:T : CONCRETE CANTILEVER RETAINING ------------------------------ WALL' WALL: DESIGN:.- :ALL CALC:ULATIONS ARE IN UNITS/L.N. FT. , GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE-(PSF): 30: .' SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 4o ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE i PS I) : ) 2000 GRAVITY LOAD — DEAD LOAD (KIP): :11 — LIVE LOAD (KIP) : .72- 72'OVERALL.'HEIGHT -OVERALL -HEIGHT OF THE WALL — H (FEET): 5 ' .OVERALL HEIGHT OF THE SOIL — Hr(FEET): 4.5 THICKNESS OF WALL — TOP ( I N_ HES) : $ . — BOTTOM (INCHES) : E GOEF.F I C: I ENT TOTAL EARTH PRESSURE — Fw is K I P) : 0.3o MOMENT.— Mw (FT—KIP): 0.4E AAEKREINF. (IN`''':_') ' d' (IN5 SIZE & - SPA (IN)- 0. 083 3.75 #4 .0 28.9 MIN, VERT I CAL RE: I NF . — .15 % (IN -20 0.10s"" MIN. HORIZONTAL REINF. -- .25 % CIN•:... : i1:18i> 'DESIGN F:EINK — VERTIi=AL: #4 '@ 24 -' HORIZONTAL: #4 @ •13 :COMBINED STRESSES @ WALL: c_�.;�4 •: 1,o :• r� FLT ENG I NEEP: I NG PROJECT. BETTER BUILDERS IONSTRUi_TION 5790 G•LARK ROAD JOB. NO. '121 4 :' PARADISE,. CA "DATE....' :."!if 1991;_ (916) J72 - x'254 i 'ALS'.' S BY :. , FLT t, C. SHEET A;•: OF �. :FOOTING DESIQN: ' `AbENS I TY,OF : SO I L ' (PC:F) : 100 c: DENSITY' OF CONCERTE I PCF) : 150 .'. <. ..:OVERTURNING RATIO - MIN: 1.•5.:, . - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (FSF) : 1000 'ALLOW. LATERAL BEARING PRESSURE (PSP): 150 FRICTION COEFFICIENT - Fc: 0.25..' DESIGN FOOTING DEPTH (INCHES): 12. DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES): 14 - BACK TO BACK OF WALL ( INCHES): 0 TOTAL WIDTH OF FOOTING c: INCHES): 30 !OVERTURNING FORCE - Fo (KIP) : 0, 45 . '. OVERTURNING MOMENT - Mo (FT -KIP): 0.83 'TOTAL RESISTING WEIGHT -- W (KIP): 1".29' RESISTING MOMENT - Mr (FT -k'.: I.F) : 2.22 OVERTURNING RATIO -.SF 2.66 ..: ,.. Ah"MOMENT -" Mn (FT -KIP): .e(FEET) -ECCENTRICITY - : 0. 18' ECCENTRIC MOMENT - Me (FT -KIP): 0.23 FOOTING AREA - Af (FT -2) : 2..50 :. SECTION MODULUS - S (FT^3): 1.04 •' SOIL . PRESSURES -•' DL ONLY - SPt (PSF): 734.80 < 1000 - SPh (FSF) : 296.53 . 0 ' ..: . SOIL PRESSURES - ADDED LL - SPt' (FSF) : 677.20 < 0007.- 10007- -SPh' (PSF): 930.13 VO SLIDING RESISTANCE - Fr (KIP): 0.67 > 0.45 FOOTING = TOEd EARTH PRESSURE @ TOE - Fv (KIP): 0.90 .MAX. MOMENT @ TOE - Mt (FT -KIP): 0.73 AREA REINF. (IN^2) 9dl (IN) SIZE & SPA (IN) 0.057 8.75. #4 @ 42.3. ;DESIGN TOE REINF.: #4 @ •24 FLT ENGINEERING PROJF_GT ' . e -BETTER BUILDERS CONSTRUCTION T 5790 CLARK ROAD :"JOB•• NO` 1214.PAF:AD I SE, CA ..DATE 1.x/1'3'31 "' ('31E). 872-70254 LALC'. S`BY' F..LT.: ....SUBJECT: CONCRETE CANTILEVER RETAINING --------------------------------- WALL 'WALL:-.DESIGN: r a ALL_.,CALCULATIONS ARE IN UNITS/LN. FT... °'GRADE SLOPERATIO: LEVEL., : •' SOIL EQUIVALENT FLUID PRESSURE. (PSF) : ' 30..:. SURCHARGE (FEET): 0 . YIELD -STRENGTH REINF. (k::SI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 20oO - GRAVITY .LOAD ' .� DEAD LOAD ( F•:: I F') : . 11 -7-LIVE LOAD (KIP): .7'.:. OVERALL HEIGHT OF THE WALL - H (FEET): 6.5. C, OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.' TH I CFNESS OF WALL - TOP (INC_-HES): 6 - BOTTOM ( INi::HES) : 6 C:OEFFIC.IENT a :.. • . 1.46 ''..TOTAL EARTH PRESSURE - Fw ' ( KI P) : 0.54 ' MOMENT - Mw'. (FT -F;: I P) AREA REINF. (IN'`2) ' d' (IN) SIZE' & ----------------------------------------------- SPA (IN.) Q. 197'... 3.75 #4 .-*..@ . - 12.2: - _MIN. ' VERTICAL REINF. - .15 % (IN,` -2) : 0: los'. MIN. HORIZONTAL REINF. - .25 % (IN`%2):.* 'Q. 180 . 'DESIGN REINF. - VERTICAL: #4 @ 1 {y ; - HORIZONTAL: #4 @ 13 COMBINED STRESSES @'WALL: 0.53'< 1.0 HE I13HT FROM TOE' OF THE WALL - H2 (:FEET):. 5. HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 6. o0. TOTAL EARTH PRESSURE - F w'2 0` I P) : 0. 30 MOMENT . _@ Hw2 '.- . Mw' (FT-F::I P) : AREA REINF. (IN" -2) 'd'c:IN) SIZE & SPA (IN) Q. 083 3.75 ##4 @ 28. 9 ---- DE•S,1-13N. REINF. - .VERTICAL: #4 @ 24 ' FLT ENG I NEEF I Nim F'F:O,7ECT V DETTIER BUILDERS CONSTRUCTION- ;i:O�W I � 5790 i CLARK - ROAD JOEL :NO. : 1214V. :•'.; ,`` PARADISE, CA ;DA1 E 1..1 / 1 3'� 1 T _ t 9l.S) :87'2'0254 . . CALCIS `BY :' FLT r. Sl-IEET�:. % OF' d� +4V FOOTING DENSITY OF SOIL (PCF): 1 cjd :' DENS I TY ' OF- )= ONCE RTE (PCF): 150 ....OVEF:;TUF:N. I Nig RATIO - MIN. 1.5 -' MAX. 2.5 ALLOW. SOIL BEARING PRESSURE (PSF ): i 100W ALLOW. LATERAL BEARING PRESSURE (PPF) : 150 .-FRICTION CpEFFICIENT - Fc: C.).25- ).25 DESIGN-FOOTING DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES) : • 12 - TOE (INCHES): 22 '. FOOTING KEY - DEPTH & WIDTH (INCHES) : � 1 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 4o OVERTURNING FORCE - F o (KIP) : 0.74..: OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT -.. W WKS): 2. 16• RESISTING MOMENT - Mr (F -T70 IP) : 4.91 OVERTURNING RATIO - SF , .NET MOMENT -'Mn (FT -KIP): 3. 1'3 ' ;: • ... . !ECCENTRICITY - e (FEET): 0.19 ' ECCENTRIC MOMENT - Me (FT -KIP): i 0.40 FOOTING. AREA -' A f (FT'''• :) : 3.33 SECTION MODULUS - S (FT"3): 1.85 • ., SO I l.: PRESSURES - DL ONLY - SPt (PSF) : 864. 30 < .1 000 - SPh (PSF): 429.701-0 SOIL PRESSURES - ADDED LL- SPt' (PSF) : 918. 34 `<:'. 1 i �c �) ., - SPh' (PSF) : 807n78- ;:> 0 SLIDING -RESISTANCE - Fr (KIP): 1_. 11':.: • c.:�.'74 AbOTING`- TOE: EARTH PRF_SSURE L TOE - Fv (KIP): 1.63 - MAX . MOMENT C TOE - Mt (FT -KIP): 1.45. . AREA .f;EINF.'-(IN'•"2 Idl (IN) SIZE SPA CIN) 0. 113, 0.75 #4 C 2J.2 AES I,GN TOE RE I NF .: a#4 @ 12 Ely .r -LT,_, . o�Tg..���9/.., s �scr. CANT/L I�G�• _CO�t/C.C' L� SHEET ........... / TA //y/ivli kY/4�. L, Foie 10 : `: 0.. B Y eE .................... f3ETTE� ,SU/LDE•2S CO,vST O�O/��11, � CA. - /. CR/7Eiel,4 .SEF .S'h�EET !, i • 1�000Re CONST, CEX/S774F 6,e,4DE - ��-Q�pFESSJONq` 541 13 No. CDC c e-4 7 I 1 VE�T,l TYP.gl Cry. D aCG,e, Fax - OF CAL�F� '9 Z v v v W441-; TYP A¢r 2¢ o.c. f/.41 g, 4 Wi4GL S A. 'eB, U GRADE`- i±L C0117,, E X, f18, 3 - *¢ cO,,V C, ' 4'¢(ds Dpff�EC S� 8. C o CONT. Key e K%4c� A, S'f/AGL BF PL.4CEO M44 -L A. 118, 6� X&V C W,44-4 S, /2'x 2/ SDP, KEY � w•4GG C . ¢. PFRFr�.e.4.TEI0 L3�4/N 2 � O �r 2 ki.4G L d, �.4YG/Gh�T /N Z CV FT. L//, 2=6 I=r. 0F109,41N RoClr ,3! - 5790 CLARK RD., PARADISE, CA. 95969 (916)872-0.254