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Home My WebLink About2104 COSTA DEL MAR RD; ; CB031521; Permit06-03-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No CB031521 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant MIKE CUSICK 2104 COSTA DEL MAR RD CBAD RETAIN Lot# 0 $63,693 00 Construction Type NEW LA COSTA RESORT & SPA 2 WALLS 4044 SF Owner Status Applied Entered By Plan Approved Issued Plan Check* Inspect Area ISSUED 05/30/2003 SB 06/02/2003 06/03/2003 2100 COSTA DEL MAR RD 92009 929-7575 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $407 96 $050 $26517 $000 $637 $000 $000 $000 $000 $680 00 Total Fees $680 00 Total Payments To Date $000 Balance Due.$680 00 6492 06/03/fiJ 0002 01 02 CGP oBO=00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your proiect includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION- CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated By Address (include Bldg/Suite ft)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total tt of units Assessor's Parcel #Proposed Use Description of Work : 2 CONTACT PERSON (if different from applicant) SQ FT #of Stories # of Bedrooms # of Bathrooms Name •3." APPLICANT.::!:ffl"Contractor Address City Agent forXoritractor GDiOwnerj (3"Wgeht for ..Owner State/Zip Telephone tt Fax tt Name Address LA- City IT li -^mn-- State/Zip Telephone i Name Address City State/Zip Telephone tt (Sec 7031 5 Business and Professions Code 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 Contractor s License Law (Chapter 9, commending 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 any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License tt Address License Class City State/Zip City Business License # Telephone tt Designer Name State License tt !€h:.., .. .JWJ5RKERS'?,CG Address IMPENSATION;';, ...fit . '.".'. ""."I'.... S.^xilKlSffJ"' City State/Zip Telephone .. --. .. - .. '• '• .: i'llHii.,'.-:,.' Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations C] I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE J^jQWNER-BUILDER DECLARATION ._•.. .„•:_, ."..', _cf ....,...i::;,:...., _ ..| _,:•,... ":L '.• ^.Fj I hereby affirm that I am exempt from the Contractor s License Law for the following reason n 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 (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such wrfrk himself or through his own employees provided that such improvements are not intended or offered for sale If, however the building or improvement is soldywithm one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Ei I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) of work) PROPERTY OWNER SIGNATURE DATE iCOMPLETE THIS "SECfiQN FOR 'WA/-/?£S/OBV7M=BUILDlNG PERMlfs"ONLY ; " ~^~:f~r .', .,,„ ,...;;^*™«*'ll ,.,,.,-j.^, '...; I~ST2:.'..J ''!••..-• -.. :1 Tlssrii^.i.ST1 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? l~l YES [~1 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? l~l YES l~l NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME /Vfe> C-g3"^sVx LENDER S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS CPSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CPNSEQUENCE PF THE GRANTING PF THIS PERMIT PSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date^of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of^D djl^s (Section'lfjfe 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance Inspection List Permit* CB031521 Type RETAIN Date inspection Item Inspector Act LA COSTA RESORT & SPA 2 WALLS 4044 SF Comments 12/02/200369 Final Masonry 06/13/2003 61 Footing 06/06/2003 61 Footing 06/04/2003 61 Footing RB PD PD PD AP AP AP PA WALL FTG Tuesday, December 02, 2003 Page 1 of 1 UNSCHEDULED BUILDING INSPECTION DATE PERMIT # ADDRESS DESCRIPTION CODE DESCRIPTION INSPECTOR PLAN CHECK # ACT COMMENTS PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENl PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEER DATE DocsyMisforms/Plannmg Engineering Approvals 6' HIGH ORCO WALL SYSTEM SITE WALL FOR 70 MPH WIND @ EXPOSURE C vo < 5 SO \ / / / 3 = / / g 7 k ' * ; — 1 1 '• /UK XL U1ART ABOVE FORr TO DAYLIGHT REQIREMENTSf3'CLR. 'A\ "^ . 8" ' rniui / c /"" <> / f / / °-£y a / ' -*F * 7 ~7 #4 f / ?f SETBACK I", ir. iii ~*/ - — i i i — — i i i — L . #4f r OPTIONAL FLAT CAP ORCO 6816, 6616, OK 6618 CMU GROUTED ONLY & VERT STEEL f4 VERT DROP-IN BAR @ 40" O/C (36" O/C FOR IB" LONG #6 STD XUNT REINFORCEMENT <S 24" O/C (3 PLACES) PER UBC STD 21-10 USEfSSTD FOR SLUMP BLOCK #4DOWEL &40''O/C •O/C FOR IffWNG CMU) B+l'-S- MAX 04HORZ.CONT 7'TO DAYLIGHT DESIGN CRITERIA 1 ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2 ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3 CONCRETE/GROUT STRENGTH = 2000 PSI @ 28 DAYS 4 REINFORCING STEEL GRADE 40 FOR f 4 BARS AND SMALLER & GRADE 60 FOR #5 AND LARGER 5 SEISMUC-ZONE 4, 5 KM FROM TYPE A ORB SOURCE 6 1500 PSI MASONRY COMPRESSION STRENGTH HALF STRESSES USED-NO SPECIAL INSPECTION REQD MIN. FOOTING DEPTH FOR 7 TO DAYLIGHT SLOPE 2T01 3TO1 WALL® TOP 3'-6' 2'-4" WAU.& 1FT SETBACK 3'-0- 2--0- WALLS' 2 FT SETBACK 2'-6' NOTES 1 CONCRETE BLOCK SHALL CONFORM TO UBC STD 21-1 ORCO STD PRECISION, SPLIT FACE, SLUMPED, OR WEDGELOCK BLOCK HAY BE USED 2 CONCRETE FOR FOOTING SHALL BE 1 PART CEMEHT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTMC ISO TYPE n/V Fc = 2000 PSI 3 REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR IM BARS AND SMALLER, GRADE 60 FOR fSAND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60 4 REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED 5 CONCRETE BLOCK SHALL BE LAYED IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE mis UNO 6 ALL BLOCK CELL CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED 7 USE OBP TYPES MORTAR PROPORTIONED USING UBC TABLE NO 21-A. 1 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND 8 GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLOW) WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THECONSTTUENTS 9 BLOCK STEM MAY BE WET-SET 1-1/2'INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10 FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90% 11 FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIEDIN PLACE SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICALISIN PLACE AND THE BLOCK WALL IS READY TO GROUT 12 MAXIMUM CONTROL JOINT SPACING 40' O/C OR 20' O/C IF THE WALL IS TO BE STUCCO COATED LA COSTA RESORT CARLSBAD/K.S L INC WALL DESIGN FORCES PERTHE1997UBC Wind Design Loads For a 70 mph wind Qs = 12 6 psf x 75 (or lOpsf mm ) = 10 psf @ Exp B, P = 62 x 10 psf x 13x10 = 8 lgs£ @ Exp C, P = 1 06 x 10 psf x 13x1 For a 80 mph wind Qs = 164 psf x 75 = 12 3 psf @ Exp B, P = 62 x 12 3 psf x 1 3 x 1 0 = 9 9 psf @ Exp C, P = 1 06 x 12 3 psf x 1 3 x 1 0 = 16 9 psf For a 90 mph wind Qs = 20 8 psf x 15 = 156 psf @ExpC,P=106x 15 6psfx 13x1 0 = 21 5 psf Seismic Design Loads Assume Zone 4 Z=40 Non-building Structure per UBC 1634 5 Soil Profile S (a,b,c$e,and f) so Ca = W Na Site is situated $ Km fiom a Type(Aj3^ource so Na = / Therefore, V = 0 56 x Ca x I x W = 0 56 x A x .*Vx 1 0 x W =W Oreo Wall System block wall weights per square foot for 6" wide block usmgjomt lemforcement per UBC Std 21-10 - NO bond beams, wall grouted ONLY at vertical steel 6" grouted® 48" o/c = 39 psf V= x39psf= psf 6" grouted @ 40" o/c = 40 psf V = W, x 40 psf = //. 9 psf 6" grouted @ 32" o/c = 42 psf V = 2f* x 42 psf = /z./psf 6" grouted @ 24" o/c = 44 psf V = 2K x 44 psf = £.0 psf 6" grouted @ 16" o/c = 48 psf V= x 48 psf- psf Q ~7o = /J -,216 VJ 4s x, I • \ 1 ^ I/ >• /£>*./*> -A k/ALL (3 /?, ex Timothy S Mallis - Civil Engineer Oreo Block Inc 451 ORutile St Riverside, Ca 90509 (909)685-1521 Title Dsgnr Description Scope Job# Date 343PM, 13 SEP 00 Rev S10300 User KW-0603522 VerS 1 3 22 Jufi 1S99 Win32 (c] 1983-99 ENESCAUD Cantilevered Retaining Wall Design Page 1 c \ec\new6walls ecw Calculations Description Oreo Wall System 6' high tract wall for 70 mph Exp C wind condition Criteria Retained Height = 0 33 ft Wall height aoove soil = 6 33 ft Slope Behind Wai = 0 00 1 Height of Soil over Toe = 4 00 in Soil Density = HOOOpcf Wind on Stem = 138psf | Soil Data Footing Strengths & Dimensions Design Summary Total Bearing Load resultant ecc 637 IDS 7 25 in Soil Pressure @ Toe = 1,370 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,892 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 6 2 psi OK Footing Shear @ Heel = 1 8 psi OK Allowable = 76 0 psi Wall Stability Ratios Overturning = 1 50 OK Sliding = 285 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = less 100% Passive Force= less 100% Friction Force= Added Force Req'd = foM 5 1 Stability = 87 2 Ibs 1333lbs 191 2 Ibs 0 0 Ibs OK 0 0 Ibs OK Footing Design Results Allow Soil Bearing = 1 500 0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footmg||Soil Fnctioi Soil height to ignore for passive pressure 300 = 300 = 1500 00ft = 0300 = 0 00 in fc = 2,000 psi Mm As % Toe Width Heel Width Total Footing Widtr Footing Thickness Fy = = 40,000 psi 00012 066ft 1 16 1200m Factored Pressure Mu' Upward Mu' Downward Mu Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 1,892 423 = 81 342 623 7603 = None Spec'd = None Spec'd = None Spec'd Heel Opsf Oft-# 91 ft-# 91 ft-# 1 84 psi 76 03 psi Key Width = 0 00 in Key Depth = 0 00 in Key Distance from Toe = 0 00 ft Cover @ Top = 3 00 in @ Btm = 3 00 in Top Stern Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa fl- Stem OK 000 Masonry 600 # 4 4000 Center lbs = ft-# = psi = psi = in = Total Force @ Section Moment Actual Moment Allowable Shear Actual Shear Allowable Bar Develop ABOVE Ht Bar Lap/Hook BELOW Ht in = Wall Weight = Rebar Depth 'd1 m = Masonry Datafm Fs Solid Grouting Special Inspection Modular Ratio 'n1 Short Term Factor Equiv Solid Thick 0988 873 3053 3091 39 258 2000 745 460 281 psi = psi = 1,500 20,000 No No 2578 1 330 380 Masonry Block Type = Normal Weight Concrete Dataf c psi = Fy psi = Other Acceptable Sizes & Spacings Toe Not req'd, Mu < S * Fr Heel Not req'd, Mu < S * Fr Key No key defined Timothy S Mallis - Civil Engineer Oreo Block Inc 4510 Rutile St Riverside, Ca 90509 (909) 685-1521 Title Dsgnr Description Scope Rev 510300 User KW-C603SZ2 VerS 1 3 22-Jun-t9S9 Win32 (C) :983-99 ENERCALC Cantilevered Retaining Wall Design Job* Date 343PM, 13 SEP 00 Page 2 I c \ec\new6walls ecw Calculations I Description Oreo Wall System 6' high tract wall for 70 mph Exp C wind condition |_ Summary of Overturning & Resisting Forces & Moments I OVERTURNING Force Distance Moment Item IDS ft ft-# Heel Active Pressure = 265 044 118 Toe Active Pressure = -26 7 0 44 -119 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 87 4 4 50 392 7 SeismicLoad = Total = 872 OTM = 3926 Resisting/Overturning Ratio = 1 50 Vertical Loads used for Soil Pressure = 637 5 Ibs Vertical component of active pressure used for soil pressure . RESISTING Force Distance Moment Ibs ft ft-# Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe _ Surcharge Over Toe Stem Weight(s) ... Earth @ Stem Transitions. Footing Weigh! _ Key Weight Vert Component _ Total = 24 1 244 3064 2743 83 6375 Ibs 1 50 000 033 091 091 1 83 RM = 361 81 2801 2508 152 5904 Timothy S Mallis - Civil Engineer Oreo Block Inc 4510 Rutile St Riverside, Ca 90509 Title Dsgnr Description Scope Job# Date 412PM 12 MAR 03 Rev 510300 User KW 0603522 Ver 5 1 3 22 Jun-1999 Win32 1C! 1983-98 ENERCALC Pole Embedment In Soil Page 1 c \ertoest pac tr 30027 mo val ecwCalculalip Description Trench footing for 6' high block wall 70 mph Exp C wind condition i General Information Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint | Summary fj Moments @ Surface Point load Distributed load -iii^r:;iji^^£r--ij:i^s".^vi^i^,":^r-S/^?..]i^"j.i-^.-— *••:•>* 15000 pcf 1 ,500 00 psf 1 333 12000 in 000 ft-# 30622 Without Surface Restraint Required Depth Press @ 1/3 Embed Actual Allowable 2359 ft 161 07 psf 15724 psf Applied Loads Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral With Surface Restraint Req d Depth Pressure @ Base Actual Allowable Surface Restraint Force 0 00 Ibs 0000 ft 1380#/ft 6670ft 0330ft 306 22 ft-# 87 49 Ibs 0000 ft ORCO 6'-8"HIGH WALL W/2'RETAINING FOR 70 MPH WIND @ EXPOSURE C -^ OPTIONAL FLAT CAP ORCO 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT STEEL f4 VERT DROP-IN BAR & 32' O/C (27* O/C FOR 18' LONG CMU) PROVIDE 24" LAP INTO 8X8X16 CMU f 6 STD JOINT REINFORCEMENT & 24" O/C (3 PLACES) PER UBC STD 21-10 USE #5 STD FOR SLUMP BLOCK #4 DOWEL® 16" O/C (27-O/CFOR181ONGCMU) B + l'-lO" DESIGN CRITERIA 1 ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2 ALLOWABLE LATERAL PASSIVE PRESSURE = 150KFMJN 3 CONCRETE/GROUT STRENGTH = 2000 PSI @ 28 DAYS 4 REINFORCING STEEL GRADE 40 FOR #4 BARS AND SMALLER & GRADE 60 FOR #5 AND LARGER 5 SBSMDC -ZONE 4, 5 KM FROM TYPE A ORB SOURCE 6.1500 PSI MASONRY COMPRESSION STRENGTH HALF STRESSES USED-NO SPECIAL INSPECTION REQD NOTES 1 CONCRETE BLOCK SHALL CONFORM TO UK STD 21-4 ORCO STD PRECISION, SPLIT FACE, SLUMPS), OR WEDGB.OCK BLOCK MAYBEUSED 2 CONCRETEFOR FOOTINGSHALL BE1 PART CEMENT'TO2-1/2 PARTS SAND TO 3-1/2 PARTS GRA VEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTMC150 TYPE U/V Fc = 2000 PSI 3 REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER. GRADE 60 FOR #5 AND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60 4 REBARSHAU. BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH JTJS LOCATED 5 CONCRETE BLOCK SHALL BELAYED IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO 6 ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED 7 USE OBP TYPES MORTAR PROPORTIONED USING UBC TABLE NO 21-A. 1 PART CEMENT TO 1/2 PART LIME TO 4-1/2 PARTS DAMP, LOOSE SAND 8 GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONSAREFAVORABLE AND BLOCKUNOBSTRUCTED CELL SIZE IS SUFFICIENT WALLOW GOOD GROUT FLOW) WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSTTUENTS. 9 BLOCK STEM MAY BE WET-SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO OTHER EDGE OF THE TRENCH TYPE FOOTING 10 FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF SO % 11 FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT 12 MAXIMUM CONTROL JOINT SPACING 401 O/C OR 20'O/C IF THE WALL IS TO BE STUCCO COATED 4mDlA.SDR3SPERFPIPE W/1CF 3/4" GRAVEL-SLOPE TO DRAIN WATERPROOF BACKSIDE OF RETAINING WALL W/ OBP WATERSTOP1 LA COSTA RESORT CARLSBAD/K.S.L INC. com Timothy S Mallis - Civil Engineer Oreo Block Inc 4510 Rutile St Riverside, Ca 90509 (909) 685-1521 Title Dsgnr Description Scope Date Job# 349PM 23MAYQ3 Rev 5103C3 User KW 06C35-2 Ver 5 ! 'ci 1333 09 ENERCALC 32Jun-tG99 Win32 Cantiievered Retaining Wall Design Page c \ec\new6wans ecw Calculation! Description Oreo Wall System 6'-8" high tract wall w/ 2-0" retaining for 70 mph Exp c wind condition [Criteria ^Jt/^X SoifData Footing Strengths & Dimensions ]3 Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 200ft 667ft 000 1 4 00 in 11000pcf 138psf Allow Soil Bearing = 1,500 0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35 0 Toe Active Pressure = 30 0 Passive Pressure = 1500 Water height over heel = 0 0 ft Footing||Soil Fnction = 0 300 Soil height to ignore for passive pressure = 0 00 in ! DesigivSummary Total Bearing Load = 1,212 Ibs resultant ecc = 7 40 in Soil Pressure @ Toe = 1,277 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1.500 psf Soil Pressure Less Than Allowable [ Stem Construction [g Top Stem ~T~7 ~~V7^ -\' I fc = 2,000 Mm As % Toe Width Heel Width Total Footing Width Footing Thicki Key Width Key Depth Key Distance from Toe Cover @ Top = 3 00 in 2nd = 3 00 in Design height Wall Material Above "Hf Thickness AC I Factored @ Toe AC I Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable 1,722 psf 0 psf 6 1 psi OK 7 5 psi OK 76 0 psi Sliding Sliding Calcs OK (Vertical Component Used) Lateral Sliding Force = less 100% Passive Force = less 100% Friction Force = Added Force Req'd = for 1 5 1 Stability 222 9 Ibs ' 133 3 Ibs 363 6 Ibs 0 0 Ibs OK 0 0 Ibs OK ft= Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa Total Force @ Section Ibs = Moment Actual ft-# = Moment Allowable ft-# = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht in = Bar Lap/Hook BELOW Ht in = psf = in = Masonry Data Stem OK 200 Masonry 600 # 4 3200 Center Stem OK 000 Masonry 800 # 4 1600 Center rt\j> Wall Weight C« Rebar Depth 'd' FootinqDesian Resultscss3s^s3assi^^as3^.r3s=EEsssd;^ Factored Pressure Mu' Upward Mu' Downward Mu Design Actual!-Way Shear Allow!-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe 1,722 338 58 280 6057603 None Spec'd None Spec'd None Spec'd rleel Opsf Oft-# 682ft-# 682ft-# 7 50 psi 76 03 psi fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv Solid Thick Masonry Block Type = Concrete Data Fy psi = psi = in = Normal Weight 0945 920 3070 3248 41 258 2000 2000 470 275 1,500 20,000 No No 2578 1 330 390 0874 1604 5375 6153 39 223 2000 600 840 381 1,500 20,000 Yes No 2578 1 150 760 psi = psi = Other Acceptable Sizes & Spacings Toe Not req'd, Mu < S * Fr Heel Not req'd, Mu < S * Fr Key No key defined Timothy S Mallis - Civil Engineer Oreo Block Inc 4510 Rutile St Riverside, Ca 90509 (909) 685-1521 Title Dsgnr Description Scope Job# Date 349PM. 28 MAY 03 | Rev 511)300 I User KVv 01303522 Ver 5 1 3 22 .jurv! 9SO A'in32 I rc> IB83-B9GNE3CALC Cantilevered Retaining Wail Design Page 2 c 'ec\new6walls ecw Calculations Description Oreo Wall System 6'-8" high tract wall w/ 2'-0" retaining for 70 mph Exp c wind condition ! Summary of Overturning & Resisting Forces & Moments "I -•raess.-s^iu.jwsa&E^^^ OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item Ibs ft ft-# Ibs ft ft-# Heel Active Pressure = 1 57 5 Toe Active Pressure = -26 7 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 92 0 SeismicLoad = 100 1575 0 44 -119 6 34 583 1 Total = 2229 OTM = 7288 Resisting/Overturning Ratio = 2 05 Vertical Loads used for Soil Pressure = 1 ,21 2 1 Ibs Vertical component of active pressure used for soil pressure Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe _ Surcharge Over Toe _ Stem Weight(s) Earth @ Stem Transitions _ Footing Weight _ Key Weight Vert Component _ Total = 2933 183 481 5 3750 439 1,2121 Ibs 1 83 000 025 078 1 25 250 RM = 5378 46 3751 4687 1097 1,4960 Timothy S Mallis - Civil Engineer Oreo Block Inc 4510 Rutile St Riverside, Ca 90509 (909) 685-1521 Title Dsgnr Description Scope Job# Date 346PM, 28 MAY 03 Re" 5!0=00User KWO«035?2 Vec 5 1 3 22 .'u 1st < 833-99 ETIERCALC Pole Embedment in Soi!Page 7~|;j c \ec\new6walls acw Calculations j-ij Description Trench footing for2' retaining w/6-8" high block wall 70 mph Exp C wind condition General Information |: Allow Passive Max Passive Load duration factor Pole is Rectangular Width No Surface Restraint i Summary :, Moments @ Surface Point load Distributed load 15000 pcf 1 ,500 00 psf 1 330 12000m /?&7<"£ £ /zyi /'.*>< 6030 ft-# 491 07 Without Surface Restraint ^^-^ Required Depth Press® 1/3 Embed Actual Allowable ^et^sr ^£^ 20504 psf 20363 psf Applied Loads . ^ Point Load 90 00 Ibs (J^ // wV/ i distance from base 0 670 ft /*• JHX, Distributed Load 1380#/ft A- C°H-A distance to top 8670ft distance to bottom 2 000 ft Total Moment 551 37 ft-# Total Lateral 182 05 Ibs With Surface Restraint Req'd Depth 0 000 ft Pressure @ Base Actual Allowable Surface Restraint Force <o- • •*^<•—^. $ £ & p Or XI r o> CD > ^^ u m ocw o7; wco M > XIm ro (f) > 5°> m 73D OCD