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HomeMy WebLinkAbout036-160-046JOB DESCRIPTION: 7 OROVILLE BUIL G DE RTMENT/COQ ENFORCEMENT JOB ADDRESS. APN- C 46, -9 CONTRACTOR OR BUILDER: APPROVALS OF THE FOLLOWING MUST BE DATED BEFORE P`?fOCEEDING (24-HOUR NOTICE FOR INSPECTIONS - 916-536.2425) INSPECTIONS DATE INSPECTOR INSPECTIONS SETBACK FLOOR NAILING FOUNDATION ROOF NAILING REINFORCING SHEAR PANEL STEEL -'' NAILING GROUNDING ELECTRODE FRAMING I SERVICE CONDUIT UNDERGROUND ROUGH ELECTRIC I' PLUMBING WALLS UNDERGROUND ROUGH PLUMBING FOOTINGS ROUGH OAS PIPE I: If I �? TV ROUGH HEATING A COOLING .I. WASTE TOP OUT ' ROOF (COVER) I DONOTCALLFORINSULATON DONOTPLACECONCRETE INSPECTION UN17L.1 OF THE OA BACKRLL UNTIL ABOVE ABOYEAPPROVALS HAVE BEEN INSPECTOR INSPECTIONS( DATE I INSPECTOR EXTERIOR LATHINGSIDING INTEROR LATHINGORYWALL DO NOT PLASTER OR TAPE UNTIL ABOVE IS SIGNED SEWER PRE.GUNITE POOL ;DOL DECK i SPAPOOL FENCES MASONRY BOND BEAM SEWER ,...w •'•'rcV „M GROUNDWORK INSULATION FINAL ELECTRICAL UNDERFLOOR DRAIN PIPING WALLS FINAL GAS TEST ELECTRICAL CEILINGGROUNDWORK FINAL PLUMBING WATER PIPING ROOF FINAL HEATING/ GROUNDWORK COOLING UNDERFLOOR FRAMING FINAL GRADING SLAB/ REINFORCEMENT OK TO POUR SLAB FLOOR OO NOT PLACE FLOOR OR SUBFLOCROOA UNRLDONO7COVER UNRL ABOVE / ABOVE IS SIGNED IIS SIGNED FINAL BUILDING OFFICIALANSPECTOR D E CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT/FIRE PROTECTION, PLANNING AND PREVENTION 1735 MONTGOMERY STREET • OROVILLE, CALIFORNIA 95965 PHONE NO.: (530) 538-2425 FAX NO.: (530) 538-2426 BUILDING PERMIT PERMIT NO.: PERMIT APPLICATION (WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT) PROJECT ADDRESS: ASSESSOR PARCEL NO.: 5646 LINCOLN BLVD OROVILLE, CA 95966 I,/ C,-6­� f6 -^ PROJECT DESCRIPTIONT/O REPLACE WITH 25 YEAR COMP. TEAR OUT WINDOW AND FILL IN WITH BRICKS. PERMIT CLASS (NEW, ADDITION, REMODEL): COMMERCIAL REPAIR PROPERTY OWNER(S): ADDRESS: TELEPHONE NO.: FAX NO.: CITY OF OROVILLE 1735 MONTGOMERY ST (530)538-2524 pa,(� OROVILLE CA 95965 APPLICANT: ADDRESS: TELEPHONE NO.: FAX NO.: CITY OF OROVILLE 1735 MONTGOMERY ST (530)538-2524 OROVILLE CA 95965 ARCHITECT, ENGINEER OR DESIGNER: ADDRESS: TELEPHONE NO.: FAX NO.: N/A CONTRACTOR: OWNER OF4� ADDRESS: TELEPHONE NO.: FAX,, O.: LIC.# UBC GROUP: UBC TYPE: STORIES: PLAN NO.: CENSUS NO./CENSUS DESCRIPTION: BVD CODE: SEWER (EDUS): UNITS PER BLDG.: NO. OF BLDGS: TOTALBLDG. TOTALGARAGE: TOTALPORCH:: TOTALVALLIENARDS: ZONING DISTRICT: AREA: AREA: AREA: (THE FOLLOWING PRELIMINARY FEES ARE SUBJE& TO CHANGE PRIOR TO PERMIT ISSUANCE): DESCRIPTION: ACCOUNT NO.: FEE: PERMIT DETAIL: ENTERED SUB -TOTAL CONSTR. AND PLAN CHECK FEES $0.00 FILE COPY PAYMENTS RECEIVED TOTAL PERMIT FEES BALANCE DUE $0.00 NOTICE (Please check aDDlOMW6 box in each THIS PERMIT BECOMES NULL AND VOID if work or construction authorized is not commenced within 180 days from date of issuance, or work.is suspended or abandoned or abandoned for a period of 180 days any time after work is commenced and verified by inspection. { ) (I a) I certify that 1 am licensed under the State Contractor's License Law and my contractor's license is in full force and effect; Or ( ) (I b) I certify that 1 am exempt from Business and Professions Code #7031.5 under: { ) #7044 - Owner/Builder, { 1 #7048 - Price of labor and materials less than $300, or ( ) Other ( } (2a) 1 certify that 1 have on file with the City of Oroville Building Department a Certificate of Workers' Comp. Insurance: Insurer_.______�__._.___._._-__..___.____ Policy No. _ ___ Exp. ___ Date -- _, or a Certificate of Consent to self -insure by the Director of Industrial Relations; Or ( } (2b) 1 certify that 1 am exempt under Labor Code #3800 because: ( } the permit is for work of $100 or less, or { ) that the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. 1 certify that 1 have read this application and declare under penalty of perjury that the information contained herein is true, correct and complete. I agree to comply with all city and county ordinances and state laws relating to building construction, and -Dere authorized representatives of this city to enter upon the above mentioned property for inspection purposes. 1 am the owner of theActure(s) listed on this pejmit or 1,K -present the owner and am acting with the owner's full knowledge and consent. Signed ly: Owner COPIESTO: FILE V APPLICANT FINANCE Date: Date: L 24 HOURS NOTICE FOR INSPECTIONS INSPECTION RECORD I CALL (530) 538-2425 INSPECTIONS DATE INSPECTOR INSPECTIONS DATE INSPECTOR INSPECTIONS . DATE Ind& IP", TOR SETBACK FLOOR NAILING EXTERIOR • tATHING/SIDING FOUNDATION ROOF NAILING INTERIOR LATHING/DRYWALL SHEAR PANEL REINFORCING STEEL NAILING DO NOT PLASTER UNTIL ABOVE IS SIGNED GROUNDED ELECTRODE FRAMING SERVICE CONDUIT UNDERGROUND 1 ROUGH ELECTRIC PLUMBING • UNDERGROUND J �* �' ROUGH PLUMBING SEWER . ROUGH GAS PIPE PRE-GUNITE ROUGH HEATING & COOLING POOL POOLDECK ROOF (COVER) SPA/POOL FENCES MASONRY BOND BEAM DO NOT CALL FOR INSULATION INSPECTION UNTIL ALL DO NOTPLACE-CONGfiE(fE.UNjILABOYE IVIGNE� a:. : �• Sa . ?t W a OF THE ABOVE APPROVALS HAVE BEEN OBTAINED FINAL INSPECTIONS SEWERS � jF INSULATION FINAL ELECTRICAL GROUNDWORK "LiA � UNDERFLOOR DRAIN PIPING WALLS FINAL GAS TEST ELECTRICAL GROUNDWORK CEILING FINAL PLUMBING WATER PIPING FINAL HEATING/ GROUNDWORK ROOF COOLING FINAL GRADING SLAB REINFORCEMENT OK TO POUR SLB FLOOR OR GUNIT Od NOT GUUINTILOBO ECS S GNED FLOOR DO NOT GUUNTILO BO ECS S GNED FLOOR FINAL BUILDING INTEROFFICE MEMO TO: Parks and Trees Department Planning Department Public Works Department FROM: LaWanda Thompson, Building/Code/Fire Preventio Q'J�� RE: PERMANENT CERTIFICATE OF OCCUPANCY FOR 56CN OLN BOULEVARD - STORAGE ADDITION DATE: January 11, 1999 The Contractor has requested a final inspection of the referenced project. Please inspect the project for your department's requirements. Some departments do not have any conditions but a signature would be appreciated. If you are unable to sign off on the permanent C of O, please let me know. I have attached a copy of the Notice to Applicant for your reference. Thank you!! Ict Attachment August 24, 1998 Monte Pratt 5280 Lower Wyandotte Road Oroville, California 95966 DISCOVER GOLD ... DISCOVER OROVILLE fii�Fib[�I.iltcTi7bl�:l'E91:1�a� OROVILLE, CALIFORNIA 95965-4897 NOTICE TO APPLICANT - EZ98-03 - EZ Review PLANNING DEPARTMENT (916)538-2430 City staff has reviewed and approved the application for development of a 3200 square foot building at the Oroville Cemetery in Oroville, California, subject to the following conditions: i A -Registered Professional Designer is required for facility development. (BLDG) 6�>Fire extinguishers shall be provided; the type and number to be determined at time of occupancy inspection. (BLDG/FD) 3. Driveway turn -around must meet City fire safety standards. (BLDG/FD) O',�ilding plans shall conform to the 1994 Uniform Building Code. (BLDG) 5. Applicant shall also comply with all other applicable State, Federal, and local statutes, ordinances and regulations. If you are dissatisfied the conditions imposed, you may request formakDevelopment Review Board approval. Such a request must be made prior to issuance of any building permits associated with this project. If you have questions about the conditions or need additional information, please call the Planning Department at (530)538-2430. OVILLE c Certificate of Occupancy __.. pancy p; 9 o;-- :o CITY OF OR.OVILLE 4C01/0 \O' 3200 SOFT. STORAGE BUILDING 5646 LINCOLN BOULEVARD OROVILLE C6MIRY S-1 Owner or Lessee OCCUPANCY USE ZONE M2 TYPE CONSTRUCTION 2-N 30 OCCUPANT LOAD The building or structure referred to above complies with the provisions of the Building Code and Fire Codes. Any change in occupancy, occupant load, or structure of the building will void this certificate. This permit may be revoked for any violation of said City ordinance and/or Health and Safety Code. This permit is not transferable. /-13 -q9 oat-Ij i. 9'j4 Date Code Enforcement Manager The following Depts. hereby certify that the above noted building has been inspected and is in compliance with City and State Codes. �. -tj /121 Code Enforcement J96 Z + I IALS DATE Fire Dept. I N I AL DATE Health Dept. Type of Occupancy: INITIALS DATE Conditional N Public Wks. Dept. INI A' Parks Dept. I , TIALS V Standard DATE / SAT DATE Special Conditions: (1) STREET ADDRESSING SHALL COMPLY WITI a TI IE UNIFORM FIRE CeDE AND eITY OF GROVILLE eour. SECTION 22-61 (SEE ATTACHED). (2) ALL SIGNS INSTALLED SHALL COMPLY WITH ORDINANCE NO 1239; PERMITS MUST BE SECURED. (3) TRASH ENCLOSURE SHALL BE PROVIDED PER ORDINANCE NO. 1269. WHITE - APPLICANT COPY CANARY - FILE COPY PINK - FIRE DEPT. COPY GOLDENROD - FINANCE COPY 1436 CITY OF OROVI.LLE BUILDING DEPARTMENT / CODE ENFORCEMENT / FIRE PROTECTION PLANNING 1735 MONTGOMERY STREET OROVILLE, CALIFORNIA 95965 PHONE NO.: (916) 538-2425 FAX NO.: (916) 538-2426 PERMIT APPLICATION WHEN PROPERLY VAI-nATFEI THIS IS YOI IR PERMIT PROJECT ADDRESS: l . ] (DESCRIPTION OF WORK) V TRACT: PERMIT FILING FEE $ 10.00 LOT BLOCK I A R PARC O. O PER N NTCT G THIS PPL ' ION SERVICE OVER 200AMPS NE NO. J FIXED REC. (COM) OW ER ' - 1 i �L£RJi©SIE NO. PERMIT FILING FEE ADD T T CO E / ] ILily $ 10.00 ea. PERMIT FEE ARCHITECT, ENGIME03'15A DESIGNER NAME $ 20.00 ea. POWER APPARATUS: (HP, KW, KVA, OR KVAR) TELEPHONE NO. STATE LIC. NO. ADDRESS, CITY, STATE, ZIP CODE $ 2.00 ea. -51-100 $ 20.00 ea. STRONG MOTION FEE CO RA OR OVER 100 $ 30.00 ea. T LEI10 O. I .8 LASS AD I E, ZIP O E J r ` ( C US,LI I CLA Q REPAIR A 11 ION Q MOVE OF Q ALTERATION Q DEMOLITION WO Q SIGN PERMIT[ ] SE OF BUILDING RESIDENTIAL Q SINGLE FAMILY C3MULTI-FAMILYQ (# of Units) COMMERCIAL Q MOBILE HOME Q RETAIL Q INDUSTRIAL DUPLEX Q OFFICE Q INSTITUTIONAL Q HOTEUMOTEL Q RESTAURANT LIC Q BUILDING PERMIT [ . ] (DESCRIPTION OF WORK) CONSTRUCTION VALUATION $ PERMIT FILING FEE $ 10.00 MISC. WIRING $ 5.00 ea. SERVICE OVER 100AMPS $ 10.00 ea. SIGN LIGHTING _ $ 10.00 ea. SERVICE OVER 200AMPS $ 20.00 ea. FIXED REC. (COM) $ 2.00 ea. SERVICE OVER 1000AMPS $ 30.00 ea. FIXED REC. (RES) $ 1.00 ea. PERMIT FILING FEE $ 15.00 /1i ", - TEMPORARY POWER $ 10.00 ea. PANELS (OVER 20 CIRCUITS) PERMIT FEE $ L(_ $ 20.00 ea. POWER APPARATUS: (HP, KW, KVA, OR KVAR) PLAN CHECK FEE $ $ 2.00 ea. -51-100 $ 20.00 ea. STRONG MOTION FEE $ i OVER 100 $ 30.00 ea. 1 PLAN RETENTION FEE $ // TOTAL ELECTRICAL FEES $ SIGN PERMIT[ ] TOTAL BUILDING FEES $ /� PLUMBING PERMIT( ] $ 10.00 PERMIT FILING FEE $ 10.00 EACH TRAP $ 3.00 ea. PLAN CHECK FEE REPAIR DRAINAGEIVENT $ 3.00 ea. WATER PIPING $ 3.00 ea. ' WATER HEATER/GAS $ 5.00 ea. BLDG. SEWER $ 7.50 ea. WATER HEATER/ELECTRIC $ 3.00 ea. SPRINKLER SYST. $ 6.00 ea. GAS PIPING (FIRST 4) $ 3.00 ea. INTERCEPTOR (COM) $ 8.00 ea. GAS PIPING (ALL OTHERS) $ .50 ea. ALL OTHERS $ MECHANICAL PERMIT [ ] TOTAL PLUMBING FEES $ PERMIT FILING FEE $ 10.00 VENT SYSTEM $ 3.00 ea. FORCED AIR (100 btu/hr) $ 6.00 ea. RANGE HOOD (RES) $ 4.50 ea. FORCED AIR (over 100) $ 7.50 ea. VENT FAN $ 3.00 ea. TYPE I HOOD (COM) $ 10.00 ea. WOODSTOVE (RES) $ 7.50 ea. TYPE II HOOD (COM) $ 7.50 ea. EVAP. COOLER $ 4.50 as. FLOOR/WALUSUSPENDED $ 6.00 ea. AIR HANDLING $ 4.50 ea. AIR HANDLING (100 cfm) $ 4.50 ea. COMP (1 . 3/100M) $ 6.00 ea. COMP (4.15/OVER 100M) $ 7.50 ea. COMP (OVER 15) $ 11.00 ea. ELECTRICAL PERMIT [ ] TOTAL MECHANICAL FEES $ PERMIT FILING FEE $ 10.00 MISC. WIRING $ 5.00 ea. SERVICE OVER 100AMPS $ 10.00 ea. SIGN LIGHTING _ $ 10.00 ea. SERVICE OVER 200AMPS $ 20.00 ea. FIXED REC. (COM) $ 2.00 ea. SERVICE OVER 1000AMPS $ 30.00 ea. FIXED REC. (RES) $ 1.00 ea. PANELS (1-20 CIRCUITS) .50 ea. TEMPORARY POWER $ 10.00 ea. PANELS (OVER 20 CIRCUITS) .30 ea. POOL LIGHTING $ 20.00 ea. POWER APPARATUS: (HP, KW, KVA, OR KVAR) 1 $ 2.00 ea. -51-100 $ 20.00 ea. 1-10 $ 5.00 ea. OVER 100 $ 30.00 ea. 1111-50 $ 10.00 ea. TOTAL ELECTRICAL FEES $ SIGN PERMIT[ ] PERMIT FILING FEE $ 10.00 PERMIT FEE $ PLAN CHECK FEE $ �- TOTAL SIGN FEES $ OTHER PERMIT FEES: (PLEASECHECK) DEMOLITION PERMIT [ ] $ 10.00 ea. FENCE PERMIT [ ] $ 10.00 ea. OCCUPANCY PERMIT [ ] $ 25.00 ea. PRE -OCCUPANCY [ ] $ 15.00 ea. WALK-THRU INSPECTION ( ] $ 15.00 ea. SPECIAL CONDITIONS NOTICE (Please ched'k Zpypdpriate box in each paragraph) THIS PERMIT BECOMES NULL AND VOID if work or construction authorized is not commenced within 180 days from date of issuance, or work is suspended or abandoned for a period of 180 days any time after work is commenced and verified by inspection. I certify that I am licensed under the State Contractor's License Law and my contractor's license is in full force and effect; or [ J (1 b) I certify that I am exempt from Business and Professions Code #7031.5 under: [ ] #7044-Owner/Builder, [ ] #7048 Price of labor and ma�rials less th rT$30 or [ j Other AND certify that I have on file with the City of Oroville -Building Dept. a Certificate of Workers' Comp. Insurance: Insurer P licy Exp. date or a Ce tificate of Consent to self -insure by the Director of Industrial Relations; or [ J (2b) I certify that I am exempt under Labor Code #3800 because: ( j the permit is for work of $100 or less, or [ ] that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. AND I certify that I have read this application and declare under penalty of relating to building construction, and h reby a e presentative represent the owner and am acting ne n led e Signed b: caner ( ntr Issued by: White: File Copy Canary: Applicant Copy cation contained her ' is true, correct and complete. I agree to comply with all city and county ordinances and state laws upon thi/dbo entioned property for inspection purposes. I am the owner of the structure(s) listed on this permit or I Date: Date: Pink: Finance Copy Goldenrod: Inspector's copy i 24 HOURS NOTICE FOR INSPECTIONS INSPECTION RECORD CALL (916) 538-2425 INSPECTIONS DATE INSPECTOR 1 DATE INSPECTOR i 24 HOURS NOTICE FOR INSPECTIONS INSPECTION RECORD CALL (916) 538-2425 INSPECTIONS DATE INSPECTOR INSPECTIONS DATE INSPECTOR INSPECTIONS DATE INSPECTOR SETBACK FLOOR NAILING EXTERIOR LATHING/SIDING FOUNDATION ROOF NAILING - INTERIOR LATHINGIDRYWALL REINFORCING SHEAR PANEL DO NOT PLASTER UNTIL ABOVE IS SIGNED STEEL NAILING .� GROUNDING ELECTRODE - FRAMING _ - SERVICE CONDUIT UNDERGROUND ROUGH ELECTRIC PLUMBING UNDERGROUND ROUGH PLUMBING SEWER ROUGH GAS PIPE PRE-GUNITE ROUGH HEATING & COOLING POOL - POOL DECK - ROOF (COVER) SPA/POOL FENCES MASONRY BOND BEAM DO NOT PLACE CONCRETE DO NOT CALL FOR INSULATION INSPECTION UNTIL ALL UNTIL ABOVE IS SIGNED OF THE ABOVE APPROVALS HAVE BEEN OBTAINED FINAL INSPECTIONS SEWER GROUNDWORK INSULATION FINAL ELECTRICAL UNDERFLOOR DRAIN PIPING WALLS FINAL GAS TEST ' ELECTRICAL GROUNDWORK CEILING FINAL PLUMBING ' WATER PIPING FINAL GROUNDWORK ROOF HEATINGICOOLING FINAL GRADING - •- SLAB REINFORCEMENT- OK TO POUR - SLAB FLOOR OR GUNK r = DO NOT GUNITE OR PLACE CONCRETE FLOOR UNTIL ABOVE IS SIGNED FINAL BUILDING DO NOT COVER UNTIL ABOVE IS SIGNED 0 S T R U C T U R A L ----------------------------- C A L C U L A T I 0 N' S ----------------------------------- F 0 R M E M O R I A L P A R K C E M E T E R Y 5 6 4 6 L I N C O L N B L V D 0 R 0 V I L L E, C A 9 5 9 6 6 M 0 N T E PI A T T C 0 N S T R U C T 10 N 5280 LOWER W Y A N D 0 T T E ROAD 0R0VIL•LE, CA 95966 Department (fit Code Enforcement Approved I' 5 7T9 0 FCNLG�IRNK ERA D G City Of Oroville P A R A D I SE, CA 95969 ®ate9-//-fg ByQ.Efl. ( 5 0 ) 8 7 2- 0 2 5 4 P Y Lt Lul CML • STRUCTURAL W. / 7fVo / Y SHEET No. OF (916) 872-0254 FAX (916) 872-9331 Ile 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. VP/0% Sl1BMECT: Dimovle- Ci¢ , OJ' /"W eSF C�GGS /S 77Y6� - :r/ �S'Tz�i��y � f �E�Prf!.e S'�0�. ,�L,ac, • — � X �O j /3. �3 �L�.�✓� >�''T, l/PP�� �je vGTl�,e F ,S yl ev.tt�s — 'L /-co)//r,� -- p - r, 5 /e5 -'T — Vpo &;ZW C pfESS/p ��77,5!t//G° �/ = Z/CGrdlew — ? 5�77& }�,e�sv,- — jD Pct FZ,UW> 4-,74: �S y �Q �o a ,` m 0 32 a s -c 1CIV F Of r. Z's `�) .e;,. = 7.3 'c e54, wig A; C T�G,t,�s� D�v�, /mac. 4& - 2 y ��✓ �p yC��✓c, o � Cly// � ir>�� �.4 c. L /"J / / 2 "'s '12, TOS v,- F LT ENWHEEG,3M3 CML • STRUCTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE. CALIFORNIA 95969 ,wJIECT: �ytJ�,€-7�vtJs CCo.UT� STRUCTURAL C ALC ULQMONS, BY:/ DATE: 7I9p SHEET No. Z of / Y CHECKED BY: DATE: JOB No. SUBJECT: S %/—L>'G' Z t- ,D !j2 x .Z 7;7 r F LST EM05MEERM STRUCTURAL CAL�C UL AMONS CML • STRUCTURAL W. iP= / DTE: �,�< SHEET No. OF (916) 872.0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. SUBJECT: -PWCT: 1�yy�i�-r��,ys �Corvr.) YZ//D C/-�r C24- 1 117a Z) < 07 J /'3 ?JE-Xr Tn- 111v Zd 7.c>1� '�j' -- �S , 491.e- /Z jZ = , 72 /Z-" 4, /Z I /e (ftj�v.� Co c��. -�frt��-� �or��v�'s a-,,// 1¢ Gl%C. GJ�E" TO D.," sL- /S ly0 T�`/rfr�1 12 e. F LT EMMME RUU M CML • STRLICTURAL (916) 872-0254 FAX (916) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 PCAUECT: L� STRUCTI�JIN/�1L� �Q!L�ATPGMS BY: < �� GATE: 7 / p SHEET No. '�I' OF CHECKED BY: GATE: JOB No. SUBJECT: 7Z> ate- — v�ctr c, 7 or` b —pa 4 7z, `�` ¢ Cf7(J G•,�n��y� �� ,��►�,Jiyc, G%t-u-s PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT SUBJECT: CONCRETE FETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): ;:?000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2500 GRAVITY LOAD - DEAD LOAD (KIP) 0.00 0 - LIVE LOAD (KIP) 0.10 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.67 THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fh r (KIP) : 0.33 REACTION @ TOP OF WALL - Rt (KIP) : 0.13 REACTION @ BOTTOM OF WALL - Rb (KIP) : 0.20 HEIGHT OF Q i > r SHEAR - Ho (FEET): 2.24 MOMENT - Mw (FT -KIP): 0.16 AREA REINF. (IN"') ' d' (IN) SIZE & SPA (IN) ----------------------------------- ------------- 0. 019 5.75 #4 @ 124.8 MIN. VERTIC=AL REINF. - .15 % (IN"2) : 0.144 MIN. HORIZONTAL REINF. - .25 % (IN' ): 0.240 DESIGN REINF. - VERTIC=AL: #4 @ 16 - HORIZONTAL: #4 @ 10 FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ( 916 ) 372-0254 SHEET 07 -OF A m PROJECT : MEMORIAL PARK CEMETERY JDB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): DENSITY OF CONC:ERTE (PCF): ALLOW. SOIL BEAD'INim PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF) : FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF") : NET. ALLOW. BEARING PRESSURE (PSFF) : PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 15U 0.25 C) 1500 5.53 6.i0 DESIGN FOOTING — WIDTH (INC:HES): 1'2. 00 — DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD — Pv (KIP) : 0.73 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF) : 728 <: 150i SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAS' #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN"2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0. 81 > 0. 20 8.5 4 10.18 0.073 20 3.14 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 1. OF j PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT SUBJECT: CONCRETE FETAINING - BEARING WALL --------------------------------- WALL DESIGN: ------------- ALL i_ALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET % OF /4 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): X000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE(PSI): 2500 GRAVITY LOAD - DEAD LOAD (KIP) 6. oo - LIVE LOAD (KIP) 0.10 OVERALL HEIGHT OF THE WALL - Hw :FEET): 5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): ..-� 5.67 THICKNESS OF WALT_ - T (INCHES.): 8 !COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.48 REACTION C TOP OF WALL - Rt (KIP) : 0.18 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.30 HEIGHT OF 101 SHEAR - Ho ( FEET) : - 2.82 MOMENT - Mw (FT -KIP) : 0. 30 AREA REINF. (IN"2) 'd'(IN) SIZE & ------------------------------------------------ SPA (IN) 0.036 5.75 #4 @ 67.1 MIN._ VERTICAL REINF. - .15 % (IN"2) : 0.144 MIN. HORIZONTAL REINF. - .25 ! CIN"2 : 0.240 DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: #4 @ 10 '5. PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF i_ONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL GEARINim PRESSURE (PSQ: FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH :INCHES?: 100 150 1500 0 15! 0.25 1500 6.53 10.61 DESIGN FOOTING — WIDTH (INi :HES): 12 *00 0 DEPTH QNCHES) : 16.00 TOTAL GRAVITY LOAD — Pv (KIP) INCREASE OF ALLOW. SOIL PRESSURE (%): 6.7 ACTUAL SOIL PRESSURE — 0 (PSF j : 895 :; 1300 SLIDING RESISTANCE — Fr (KIP) : SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR Q: MAX. HORIZONTAL SPAN OF WALL(FEET): DESIGN HOF:IZONTAL SPAN (FEET) e SLAB THICKNESS (INCHES): SLAB WIDTH REOUV RED (FEET): : DESIGN AREA OF SLAB REINF. (IN' 2/LF? : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES) : 0. 47 > 0. 30 3 6. 8'3 3 4 14.58 0.073 0 4.4'3 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET I OF %e PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 3107 DATE : 7/1998 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ----------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 20C >0# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE i_OMPRESSIVE 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 CKIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION C TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF '01 SHEAF: - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. ------------------------------------------------ (I N�' ) 9 d' ( I N) SIZE & SPA (IN) 0.021 5.35 #4 @ 116.1 MIN. VERTICAL REINF. - .12 % CIN"2 : MIN. HORIZONTAL REINF. - 108 % (IN"2): DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 @ 3' EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO -- n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/ki: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI:): ACTUAL TENSIONAL STRESS OF REINF. - f s (k::S I) : FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA C916) 872-0254 SHEET %. OF 1p LEVEL 0 1 4! 2500 1 500 NO 250.00 0. 00 0. 10 4 4.67 7.6 1.:,5 6 < 25 84 0.33 0.13 0. 20 2.4 0.16 011019 0.073 -� _� , dDZ 3 903 7.-0'44�h, �7 /. �T -69 20.00 COMBINED STRESSES @ WALL: - ,. < I.0 C . PROJECT : MEMOS:IAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF C:ONC :ERTE (PCF): ALLOW. SOIL BEARING PRESSURE CPSF): ALLOW. LATERAL BEATING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARINim PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTINim — WIDTH (INC:HES): — DEPTH (INi=HES): 100 15� � 1500 150 0.25 i� 1500 5.0 6.05 DESIGN FOOTING — WIDTH (INCHES) : 12.00 — DEPTH (INCHES): 12.00 TOTAL GRAVITY LOAD — Pv (KIP): .i . 67 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — 0 (PSF): 672 < 150 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: -------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FFET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. CIN"2/LF:> : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENG I NEER I N13 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET . /O OF /d' ia.' 9 0. 20 _ Q. 9, S 8.03 J 4 10.18 0. 07.3 0 3.14 PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT SUBJECT: CMI. RETAINING — BEARING WALL ---------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2c" 00# WHEEL LOAD YIELD STRENGTH REINF. (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 (k::IP) OVERALL HEIGHT OF THE WALL — Hw (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — T (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF): SLENDERNESS RATIO — h/t: AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE — Fhr (KIP): REACTION C TOP OF WALL — Rt (KIP): REACTION C. BOTTOM OF WALL — Rb (KIP): HEIGHT OF 101 SHEAR — H (FEET): MOMENT — Mw (FT—KIP): AREA REINF. (IN�2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.032 ------------------------------------------------0.032 5.35 #4 C 75.e MIN. VERTICAL REINF. - .12 % (IN" ) : MIN. HORIZONTAL REINF. - .08 % (IN�'.Z) : DESIGN REINF. - VERTICAL: #4 C 16 - HORIZONTAL: 4#4 C 321 EFFECTIVE RATIO OF REINF. - r: MODULARVATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT — 2/ ki: ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI:): ACTUAL TENSIONAL STRESS OF REINF. -- f s (F':S I) : FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET /I OF LEVEL 30 1 40 2500 150o NO 250.00 0. 00 0. 10 4. E7 5.33 706 135 7 < 25 84 0.43 0.16 0.26 2.63 0.25 0.109 0.073 . ooe a (71 AWGRG . q? p3 7.2s ;-'D 6� 3 6,--+ - ;-7 2 2 5 0. 0 0 3./¢ 4--4"3 20.00 COMBINED STRESSES @ WALL: 0.28 1.0 . 2>, PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF C:ONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (I N� :HES) : - DEPTH (INCHES): 100 . 150 1500 150 0.25 0 1500 5. 60 9.8.: DESIGN FOOTING - WIDTH (INC:HES): 12.00 DEPTH (INCHES): 16.10 TOTAL GRAVITY LOAD - Pv (KIP) : 6.7-3 7,3 INCREASE OF ALLOW. SOIL PRESSURE (%): 6.7 ACTUAL SOIL PRESSURE - 0 ( PSF) : 790 < 160o SLIDINim RESISTANCE -- Fr (KIP): SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FFET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB RE I NF . (IN' om/LF) : ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.44 > 0.26 7.11 J 4 12.97 0.073 0 4.00 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET /2 OF /e PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 �7 DATE : 7/1998 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------- ALL CALC:ULATIONS ARE IN UNITSILN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): X000# WHEEL LOAD 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 (INC=HES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN'' 2) --------------------------------------------- ' d' (IN) SIZE .& SPA (IN) 0.017 5.35 #4 @ 139.3 MIN. VERTICAL REINF. — .12 % (IN` 2) : MIN. HORIZONTAL REINF. — .08 (IN"2) : DESIGN REINF. — VERTIC:AL: #4 @ 16 — HORIZONTAL: #4 @ 3 EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFICIENT — ACTUAL RATIO OF DISTANCE COEFFICIENT—/E::.j : ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): COMBINED STRESSES @ WALL: LEVEL 30 1 40 2500 1500 NO 50.00 I 3 7. 6 7.6 135 84 0.14 0.14 0.1013 0. 073 0.0023 023 25.8 0. 292 0.903 7.587 25. ;,_a . 24 < 0.14 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 43 OF /j 250.0(--) 20.00 eF, PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 ' CALCIS BY : FLT FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 - OVERTURNING RATIO - MIN: 1.5 -MAX. 25 1 ALLOW. SOIL BEARING PRESSURE (PSF): ^ 500 ALLOW. LATERAL BEARING PRESSURE (PSF): 150 FRICTION COEFFICIENT - Fc: 0.25 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): G _ TOE (INCHES): 8 FOOTING KEY - WIDTH (INCHES): 6 FOOTING KEY - DEPTH (INCHES): 6 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 22 OVERTURNING FORCE - Fo (KIP): 0.24 OVERTURNING MOMENT - Mo (FT -KIP): 0^32 TOTAL RESISTING WEIGHT - W (KIP): 0^66 RESISTING MOMENT - Mr (FT -KIP): 0^74 OVERTURNING RATIO - SF ~ 2.30 NET MOMENT - Mn (FT -KIP): 0.42 ECCENTRICITY - e (FEET): ^ 0.29 ECCENTRIC MOMENT - Me (FT -KIP): 0~19 FOOTING AREA - Af (FT^2): ^ 1 83 SECTION MODULUS - S (FT^3): ^ 0.56 SOIL PRESSURES - DL ONLY - 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) ---------------------------------------------------- 'dl(IN) SIZE & SPA (IN) 0.016 8'75 #4 @ 148.6 DESIGN TOE REINF : . #4 @ 16 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET QQ OF Ae 699.09 < 1500 21.46 > 0 0.33010.24 X 1.5 = 0.36 0.45 0.21 PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE 7/1998 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL- CAL!:ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF ): 2000# WHEEL LOAD 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): LEVEL 30 1 40 2500 1500 NO 50.00 C) 3.33 4.33 7.6 J 7.6 135 84 TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw AFT—KIP): 0.28 0. 41 AREA REINF. CIN`" i r d' (IN) ------------------------------------------------ SIZE & SPA (IN) 0.052 5.35 ##4 rd 46.3 MIN. VERTICAL REINF. — .12 Y is IN"2 i : 0.1013 MIN. HORIZONTAL REINF. — . 1Q % (IN� ) . 0.073 DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 C 3 EFFECTIVE RATIO OF REINF. - p: � 0.0023 MODULAR RATIO - n: COEFFICIENT - k:: 25.8 ACTUAL RATIO OF DISTANCE - : 0.292 .j COEFFICIENT — 2/ki: 0.903 ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): 7.587 107.6G < ACTUAL TENSIONAL STRESS OF REINF. — f = (KSI): 6.72 < COMBINED STRESSES @ WALL • . 0. 43 FLT ENGINEERING 5790 CLARE: ROAD PARADISE, CA (916) 872—� 254 SHEET K OF Alp PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/1998 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): 150 FRICTION COEFFICIENT - Fc: 0.25 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 10 - TOE (INCHES): 10 FOOTING KEY - WIDTH (INCHES): 12 FOOTING KEY - DEPTH (INCHES): 12 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 28 OVERTURNING FORCE - Fo (KIP): 0.43 OVERTURNING MOMENT - Mo (FT -KIP): 0.76 TOTAL RESISTING WEIGHT - W (KIP): 1.20 RESISTING MOMENT - Mr (FT -KIP): 1.74 OVERTURNING RATIO - SF 2.29 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): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF' (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.033 8'75 #4 @ 72.3 DESIGN TOE REINF.: #4 @ 16 0.98 0.35 0.42 2.33 0.91 977.13 < 1500 50.82 > 0 0.60 > 0.43 X 1'5 = 0.64 0.78 0.42 PROJECT : MEMORIAL PARK CEMETERY JOB NO. : 8107 DATE : 7/ 1'3'33 CALCIS BY : FLT SUBJECT: CONC. MASONRY i_ANTILEVER FETAININim WALL --------------------------------------- WALL DESIGN: ------------ ALL CALC==ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): 2000# WHEEL LOAD YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE i_OMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSh : 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'") rd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.116 ------------------------------------------------0.116 5.35 #4 @ 20.6 MIN. VERTICAL REINF. - .12 % (IN"2) : MIN. HORIZONTAL REINF. - .08 % (IN' 2): DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 C 3' EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - .j: COEFFICIENT - / k i: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL_ TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 372-0254 SHEET /7. OF LEVEL 30 1 40 2500 1500 NO 50.00 C) 0 4.67 5.67 7.6 7.6 135 34 0.48 0.91 0. 10'3 0.073 0.0023 023 25.9 0.29 0.903 7.587 241.60 < 250.00 15.10 < 20.00 0 ., 97 < 1. to 6. PROTECT : MEMORIAL PARK CEMETERY TOB NO. : 8107 DATE : 7/1998 CALCIS BY : FLT FOOTING DESIGN: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 1 h) 872-0254 SHEET /7 OF /Y 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): 150 FRICTION COEFFICIENT - Fc: 0.25 FOOTING DEPTH (INCHES): :HES): 1 FOOTING WIDTH - HEEL ( I NCHES) : 1 - TOE (INCHES): 14 FOOTING KEY - WIDTH (INCHES): 1; FOOTING KEY - DEPTH (INCHES): :_i > - BACK:: TO BACK OF FOOTING ( INS :HES): 0 TOTAL WIDTH OF FOOTING (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 (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:): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE Fv (KIP) : MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN"2) 'd9 (IN) SIZE & SFA (IN? ------------------------------------------------- 0. � X69 8.75 #4 @ 34.S DESIGN TOE REINF.: #k4 @ 16 0.67 1.48 1.76 3.24 2.18 1.76 0.42 0.73 2.83 1.34 1166.07 < 1500 73.97 > 0 0.97 ;> 0.67 X 1.5 = 1.00 0,r— , 1.21 0.88 BUILDING PERMIT APPLICATION NOTICE: The information on this application is required by State law and is necessary for permit issuance. Incomplete or illegible applications and/or plans will be returned and delay the plan checking process. SECTION DATE SUBMITTED:'%' qF PROJECT TYPE: NEW _ REMODEL ADDITION Di2D/K i�" JOB ADDRESS: 6 �P460 kl�COLAkl 7,_%-jo ASSESSOR'S PARCEL NO.: - - ZONING: PROPERTY OWNER'S NAME: 01'2-0 J)/-ST/24&PHONE NO.: PROPERTY OWNER'S ADDRESS: APPLICANT'S NAME(IF NOT OWNER). ��o�r� � PHONE NO.: 533 ' 0248% APPLICANT'S ADDRESS: 62-50 4 CONTRACTOR'S NAME: ��= PHONE NO.: CONTRACTOR'S ADDRESS.: STATE CONTRACTOR'S LICENSE NO.: 55 40444S CLASS: • ARCHITECT/ENGINEER'S NAME: PHONE NO.: ARCHITECT/ENGINEER'S ADDRESS: DESCRIPTION OF PROJECT: .40 x'BO CONSTRUCTION VALUATION (ON REMODELS ONLY): $_ TOTAL SQUARE FEET OF BUILDING(S) AREA: USE OR OCCUPANCY OF BUILDING(S): CQ 01,4 vtz2;Q•T COMMENTS: r' SECTION II LICENSED CONTRACTOR'S DECLARATION: I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code and my license is in full force and effect. LICENSE NO.: � � Z0(o4j CONTRACTOR'S SIGNATURE: CLASS: r , SECTION III WORKERS' COMPENSATION INSURANCE DECLARATION: DATE: 9.7 '%8 I hereby, affirm that I have a Certificate of Consent to Self -insure or a Certificate of Workers' Compensation Insurance per Section 3800 of the Labor Code. INSURANCE COMPANY: 7nz�_ Fc��v lo POLICY NO.: 1174-737 / CERTIFIED COPY IS HEREBY FURNISHED V CERTIFIED COPY IS FILED W/ THE CITY BUILDING DEPT. CERTIFIED CgRYWXL BE SENT ON APPLICANT'S SIGNATURE:.,j,-- ff—DATE: 8.-7- SECTION • IV CONSTRUCTION LENDING AGENCY: (SECTION 3097 OF THE CIVIL CODE) I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is requested. LENDER'S NAME: ��oJ�PHONE NO.: LENDER'S ADDRESS: SECTION V Section 7031.5 of the Business and Professions Code requires any City or County which requires a permit to construct, alter, improve, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. ANY VIOLATION OF SECTION 7031.5 BY AN APPLICANT FOR A PERMIT SUBJECTS THE APPLICANT TO A CIVIL PENALTY AS SET BY LAW. OWNER/BUILDER DECLARATION: I, as owner of the property, or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale. (Section 7044 of the Business and Professions Code) I, as owner of the property, am exclusively contracting, with licensed contractors to construct the project. (Section 7044 of the Business and Professions Code) SECTION VI CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE: As owner of the property (or Contractor) for which this permit is requested ('certify that in the performance of the work for which this permit is issued, I shall not em oy any person in any manner so as to become subject to the Workers' Compensation Law of California. IF, AFTER SIGNING THIS CERTIFICATE OF EXEMPTION, YO HOULD BECOME SUBJECT TO THE WORKERS' COMPENSATION PROVISIONS OF HE LABOR CODE, YOU MUST FORTHWITH COMPLY WITH SUCH PROVISIONS OR AND ALL PERMITS ISSUED FOR THIS PROJECT, UNDER THIS APPLICATION, SHAL BECOME NULL AND VOID. DATE: Owner, Contractor or Authorized Agent of Owner Circle only one) SECTION VII I hereby certify, under penalty of perjury, that I have read this application and the information I have given is true, correct and complete. I agree to comply with all City Ordinances and State Laws relating to building construction and hereby authorize representatives of the City of Oroville to enter upon the above property, as described in Section I, for inspection purposes. PROPERTY OWNER(Sl: i`/NAME(S): (PLEASE PRINT) SIGNATURE(S): (ONLY ONE SIGNATURE IS REQUIRED) DATE: L7& Ahq -4 ?AJC APPLICANT. IF DIFFERENT FROM OWNER(S1: NAME: (PL E P INT) SIGNATURE: DATE: 8-7 A:�V CONTRACTOR: NAME OF COMPANY:oh1?� (PLEA E PRINT) SIGNATURE: (OWNER OR AUTHORIZED AGENT) DATE: S'7'q(?' NOTE: PLAN CHECK FEES ARE PAID AT THE TIME OF PERMIT ISSUANCE, UNLESS ADVISED OTHERWISE BY THE BUILDING DEPARTMENT. �� .. ` • X0•'+2 �� F',1 rlLD'.b, ��. Y"�'�j� •"�� jyl-°�•....�,! �.� �p BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ^ .(One Form Per Building) -School District / e / OD Building -Department No. A.P. Number 03(0- 160 - Oy.(o Jurisdiction d City ❑ County nn� PropertyOwner ©r,011t �I/ e C?midn- q l ts%rtd- Property Location/Address '5 � wo L., n c eil vt &Xj a vayd - I Subdivison Lot No. Residential Development ` ❑ ❑ ❑ Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial [� ❑ Sq: Footage 3,200 New Addition (Including Exterior Roofed Areas) Building Department Representative Date r r (Floor Plans reviewed by School District- Personnel) District Identification No. 9'0 0 - /�� 0%1 p V,) j .� ��,•�� � ,�G School District certifies that � t71//l e Gfhi XQAV U /.//S 41 c f (Applicant) 4& lintnl,0—,Z Jfkavd J-13-0VS7 (Street Address) (Phone Number) �12t1, (lie X15.966 k (City) (State) (Zip Code) has complied with the requirements of Resolution No. ,/Q 9U by payment of $ " representing _�,�� square feet.. ❑ Check here if fee received represents "Full Mitigation". School D -t Paid by Check # Remarks: IV 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 QualityAct (CEQA),'this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. n � White (applicant), Yellow (building department), Pink (scho0l'dlstftt) feefo►m.wk, (4/94) CITY OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT CHECKLIST FOR SUBMITTAL OF BUILDING PLANS DATE: q �D-�tb FROM: /'MIP- I'f _ der ®RivJLE Czlnj. a LOCATION OF PROPOSED CONSTRUCTION PROJECT: S& y(a Lin[r�In Rlve�. J U.B.C..GROUP: S_2 U.B.C. TYPE (USE) S at ��)) TOTAL SQUARE FEET OF BUILDING_ ��0d X d r ,r— (t31dg. type value) TOTAL SQUARE FEET OF GARAGE/CARPORT X (bldg. type value) TOTAL SQUARE FEET OF PORCH AREA X (bldg. type value) TOTAL CONST. VALUE: $Fii3O + $ + $ =(o(o, 79y O ---------------------------a ARE PLANS REQUIRED FOR THIS PROJECT? YES f NO IF PLANS ARE REQUIRED, PLEASE CHECK THE APPROPRIATE BOX(ES) WHICH WOULD APPLY TO THE PLANS. 1. Building Construction Plans . A. Plans received? Y�PIChecked? Y L,N�/Approved? Y_ 2. Electrical Construction Plans A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y N 3. Mechanical Construction Plans A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y_ N_ 4. Plumbing Construction Plans A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y_ N_ 5. Grading/Site Construction Plans A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y N 6. Drainage Construction Plans . A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y_ N_ 7. Sewer Construction .Plans (layout) A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y_ N 8. Landscape Construction Plans A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y_ N 9. Subdivision Construction Plans A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y_ N_ 10. Sign Construction Plans A. Plans received? Y_N_ Checked? Y_ N_ Approved? Y_ N 11. Other 12. Other f - CITY'OF OROVILLE BUILDING DEPARTMENT/CODE ENFORCEMENT REQUEST FOR BUILDING PERMIT FEES BUILDING PERMIT (oak Filing Fee Permit Fee Plan Check Fee(65%) Strong Motion Fee Plan Retention Fee Other Total Building Fees PLUMBING PERMIT $15.00 $ y q /, o0 $ $ X572.3% Filing Fee Each Trap x $3.00_ W/ Heater -Gas $5.00_ W/ Heater-Ele. $3.00_ Rain Water Drain _ Gas Piping $3:00 _ Water Piping $3.00 _ Bldg. Sewer $7.50 _ Other Total Plumbing Fees $ ELECTRICAL PERMIT Filing Fee $10.00 Service -amps $ Subpanel(s)_ $ Temp. Power Pole $10.00 Switches, Receptacles, $ Lighting(sq.ft. X $) $ Sign(s)-$10.00 $ Other $ Total Electrical Fees MECHANICAL PERMIT $10.00 Filing Fee $ 10.00 $ Heating per schedule $ $ Cooling per schedule $ $ Resi. Hood -$4.50 $ $ Com. Hood 1-$10.00 $ $ Com. Hood[[ -$7.50 $ $ Vent Fan w/Duct $3.00_$ Total $ EVap. Cooler $4.50 $ $ wood Burning $7.50 $ Other $ Total Mechanical Fees $ SIGN PERMIT Filing Fee $ 10.00 Permit Fee $ Plan Check Fee $ Total Sign Fees $ SUBTOTAL OF BUILDING FEES PAID: S ?72,37 ADDITIONAL FEES MAY OR MAY NOT INCLUDE THE FOLLOWING: RESIDENTIAL DEVELOPERS FEE (depends on lot size) $ DRAINAGE FEE (Thermalito Area Only) $ CITY SEWER CONNECTION FEE - # OF EDUS $610,$488,$305 $ SC -OR SEWER CONNECTION FEE - y OF EDUS x $1,000.00 $ TAP CONNECTION FEE x $98.00 $ SUBDIVISION IMPROVEMENT CONSTRUCTION INSPECTION FEE $ SITE IMPROVEMENT CONSTRUCTION INSPECTION FEE $ SITE IMPROVEMENT CONSTRUCTION INSPECTION PLAN CHECK FEE $ ASSESSMENT DISTRICT CONSTRUCTION INSPECTION FEE $ THERMALITO TRAFFIC IMPACT FEE (Thermalito Area Only) - N of units $ Total Fees $ Total Of All Fees Paid: $ 872,37 School Fees: (IF APPLICABLE, THESE FEES ARE TO BE PAID PRIOR TO PERMIT ISSUANCE.) $ ?12, INDUSTRIAL/COMMERCIAL - $ .31 X SQ.FT. RESIDENTIAL - $1.93 X SQ.FT. 3100