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HomeMy WebLinkAbout2604 COLIBRI LN; ; CB053522; Permit02-14-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Miscellaneous Permit Permit No CB053522 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2604 COLIBRI LN CBAD MISC 2155340600 $6 500 00 Subtype OTHER Lot# 0 CARSTEA RES REMOVE WALL ADD FRNCH DOOR NEW CANNED LIGHTS IN KIT & LIV Status Applied Entered By Plan Approved Issued Inspect Area Applicant WORTHING INC B A SUITE #201 690 CARLSBAD VILLAGE DR CARLSBAD CA 92008 619-729-3965 Owner CARSTEA EUGENE D&JANE E 2604 COLIBRI LN CARLSBAD CA 92009 ISSUED 10/11/2005 SB 11/16/2005 11/16/2005 JM Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees INSPCT FEE ELECT/GAS FEE $12000 $4700 $000 TOTAL PERMIT FEES $16700 Total Fees $167 00 Total Payments To Date $16700 Balance Due $000 liUILDING PLANS _^LIN STORAGE ATTACHED Inspector FINALARPRpVAL Date Clearance NOTICE Please take NOTICE that approval of your project 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 othe' 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 APPL> 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 you 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 1 PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated B Date Address line ude Bldg/Suije #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel # Description of Work,, 2 CONTACT PERSON (if different «rom Address Agent for Contractor Q Owner City State/Zip Telephone #Name Address 5 CONTRACTOR COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construi t 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 tp a civil penalty of not more than five hundred dollars [$500]) ('OOLSm^ Ort Address License Class City State/Zip City Business License # Telephone , Designer Name ^ "^ _' , (J Address ' ' City State/Zip Telephone State License # _ 6 WORKERS' COMPENSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [~1 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 G^ 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^IAJ(JL, '~f^l^f\^sLj Policy No P^O Q*r*\^ *- 2-005^ Expiration Date I"—Ol~O(e (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l 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 additiop4p the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE j&FDfW^? \AJl> ^-S\ J DATE ' ~ 7 OWNER BUILDER DECLARATION 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 then: sole clbmpensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License LaV-d<(es not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold withir 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) l~l I as owner of the property am exclusively contracting with licensed contractors to construct 1he 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) [~| 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 Q YES f~|NO 2 I (ha\.e / have not) signed an application for a building permit for the proposed work 3 I havs 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) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) _____ PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY 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~| YES l~l 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' n YES d 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 8 CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER S ADDRESS 9 APPLICANT CERTIFICATION 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 City 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 COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN ( ONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA 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 apej»iod of 180 days (Sgptttfh 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE -<^\//l J\J\S^ DATE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 06/02/2006 Permit* CB053522 Title CARSTEA RES REMOVE WALL, ADD Inspector Assignment JM Description FRNCH DOOR,NEW CANNED LIGHTS IN KIT & LIV RM.EXTERIOR LTS •i ir»/-\i 1/^1 tr\t IT iir-iJti r* A o i in IT ^r\ OT/"\I fir Sub Type OTHER rkr»\/i«i A i Type MISC Job Address 2604 COLIBRI LN Suite Lot 0 Location OWNER CARSTEA EUGENE D&JANE E Owner CARSTEA EUGENE D&JANE E Remarks Phone 7607293965 Inspector Total Time Requested By B A WORTHING Entered By CHRISTINE CD Description 19 Final Structural Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Date 06/01/2006 03/17/2006 03/17/2006 03/14/2006 03/14/2006 03/08/2006 03/08/2006 03/08/2006 03/08/2006 02/22/2006 02/22/2006 12/28/2005 Inspection History Description 89 17 18 15 17 14 24 34 44 18 84 11 Final Combo Interior Lath/Drywall Exterior Lath/Drywall Roof/Reroof Interior Lath/Drywall Frame/Steel/Bolting/Weldmg Rough/Topout Rough Electric Rough/Ducts/Dampers Exterior Lath/Drywall Rough Combo Ftg/Foundation/Piers Act CO AP AP AP we AP we AP AP CA CA AP lns| JM JM JM JM JM JM JM JM JM JM JM JM Comments NO ONE HOME NOTIFIED DAVE OK TO POUR Ctotffar £****- i' CALCULATIONS FOR CARSTEA RESIDENCE REMODEL PROJ. NO 05027 11/2/05 sfr-te Engineering-Consulting Building Weights Carstea Residence Roof Concrete Tile 1/2" plywood Trusses @ 24" o c Insulation Ceiling (1/2" gyp) Misc 3 12 Slope Floor Flooring 3/4" plywood Floor joists (2x@ 16"oc) Ceiling (1/2"gyp) Misc 10 1 5 psf x 1 031 = psf x 1 031 = Total DL= = LL = Total DL= = LL = 10 3 psf 1 5 psf 30 psf 0 5 psf 2 5 psf 1 6 psf 19 5 psf 20 0 psf (312) 40 psf 2 5 psf 31 psf 2 5 psf 09 psf 130 psf 40 0 psf Exterior Wall 7/8" stucco 2x4 framing Insulation 1/2" gyp Misc 100 psf 20 psf 05 psf 2 5 psf 1 Opsf Total DL =16 Opsf Interior Wall 1/2" gyp 2x4 framing 1/2" gyp Misc 2 5 psf 2 Opsf 2 5 psf 1 Opsf Total DL = 80 psf Window and Framing = 8 0 psf Lateral Forces Carstea Residence Seismic Forces Use UBC Simplified Procedure (Sec 1630 2 3) 3 0 CV V F = _> V V, . fl R 30 x 044 55 024 W W - W Ca = 0 44 Na (Type SD Soil) Ca = 0 44 x 1 0 = 0 44 ( > 10 km from Type B fault per map O-36) = Q24W/}4 = 0171 W (Total Base Shear and Shear at Each Level) Wind Forces 70 mph, Exposure C Primary frames and systems 0'-15' P= 106 x 13 x 15'-20' P= 113 x 13 x 20'-25' P= 1 19 x 13 x Roof Slope < 7 12 0'-15' P= 106 x 13 x 15'-20' P= 113 x 13 x 20'-25' P= 119 x 13 x Eaves 2 12 < Slope < 7 12 0'-15' P= 106 x 26 x 15'-20' P= 113 x 26 x 20'-25' P= 119 x 26 x 126psf x 10 126psf x 10 126psf x 10 12 6 psf x 10 12 6 psf x 10 12 6 psf x 10 12 6 psf x 10 12 6 psf x 10 12 6 psf x 10 17 4 psf 18 5 psf 19 5 PSf 17 4 psf (outward) 18 5 psf (outward) 19 5 psf (outward) 34 7 psf (outward) 37 0 psf (outward) 39 0 psf (outward) 7ri0U7B>y rp tver Mr// K»f 'jf) x Milk /$*£ fl*r > Wptf]t*'*/t " i CO Q. c O Q. Eo U 03 -L. NCO 05 £eno cZ 1U UJ UJ In **' K n 77777" I K/< I I. 779TT Ma Pm Engineering Consulting Title Dsgnr Description Scope Job* Date Rev ,>80004 User KW 0606157 Ver 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALC Engineering Software General Timber Beam Page 1 carstea ecw Calculations Description Double Cantilevered Beam [General Information CodeRef 1997/2001 NDS 2000/2003 IBC 2003 NFPA 5000 Base allowables are user defined Section Name Prllm Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density 7 0x9 25 12375m 9 250 in Manuf/So Pine 1 000 Pin Pin 45000pcf Center Span 1900 ft Left Cantilever ft Right Cantilever ft Truss Joist MacMillan Parallam 2 OE Fb Base Allow 2 900 0 psi Fv Allow 290 0 psi Fc Allow 650 0 psi E 2 000 0 ksi Lu Lu Lu 1 00 ft 025 ft 000 ft Trapezoidal Loads #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right 10000 #/ft 10000 #/ft 1700 #/ft 1700 #/ft LL @ Left LL @ Right LL @ Left LL @ Right 30700 #ffl 30700 #/ft 5300 #/ft 5300 #ffl Start Loc End Loc Start Loc End Loc 0000 ft 6500 ft 6500 ft 19000 ft [point Loads [jpssiS Dead Load f 650 0 lbs\ ^- /220 0 Ibft M.,,^^ lbs Live Load VJ 000 0 Ibs^ I \£70 Ojb>> "VWV lbs distance 6"5UO ft LJ (J gin 5 500"fT (M^J 0000ft 0 00 mmsmsssasmmsHmm o£ (*?*-) 1 Summary J Hfaf Ity/,* /fit) Span= 19 00ft Beam Width = 12 375m x Depth = 9 25m Ends are Pin-Pin Max Stress Ratio o 551 1 lbs lbs lbs lbs 0 ft 0 000 ft Maximum Moment 23 5 k-ft Maximum Shear * 1 Allowable 42 6 k ft Max Positive Moment 23 49k ft at 6536ft Max Negative Moment 000k ft at 0000ft Max @ Left Support 0 00 k ft Max @ Right Support 0 00 k-ft Max M allow 42 65 Reactions fb 1 597 26 psi fv 63 68 psi Left DL Fb 2 900 00 psi Fv 290 00 psi Right DL Allowable Shear Camber 1 53 k 0&8k lbs lbs 0 000 ft Beam 5 7 33 @ Left @ Right @ Left @ Center @ Right Max < Max lbs lbs 0000ft Design OK 3 k 2 k 520k 254k 0 000 in 0 368 in 0 000 in ^f jm ^s520kj £T54T) Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load 0 245 in 8 892 ft 9295 Defl) 0 368 in 0 000 in 0 000 in Total Load 0 803 in 8816ft 28388 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0000 in 00 1 " > ?" OK Of '+ 0*& tnultai sfrfe Engineering Consulting Title Dsgnr Description Scope Job* Date Rev £80006 User KW 0606157 Ver 5 8 0 1 Dec 2003 lc)198! 2003 ENERCALC Engineering Software Timber Beam & Joist Page 1 carstea ecw Calculations Description Beams and headers | Timber Member Information Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb Basic Allow Fv Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Garage door header 4x12 in 3 500 in ft 11 250 1 00 Douglas Fir ! Larch No 2 ps ps ks 9000 1800 16000 1250 Sawn No CodeRef 1997/2001 NDS 2000/2003 IBC 2003 NFPASOOO Base allowables are user defined Header at rear sldr Prllm 3 5x1 1 875 3500 11 875 1 00 Truss Joist MacMillan 29000 2900 20000 1 250 Manuf/Pme No Center Span Data Span Dead Load Live Load Point #1 DL LL @x Results Mmax @ Center @X = fb Actual Fb Allowable fv Actual Fv Allowable ft #/ft #m Ibs Ibs ft 300 66000 95000 1 530 00 3 670 00 1 000 Ratio = 0 7407 in k ft psi psi psi psi 6083 101 8239 1 2349 Bending OK 1667 2250 Shear OK 850 50500 54000 88000 1 660 00 1 000 05627 12900 398 1 5683 36112 Bending OK . /. 204 0 ^J& ffiff "fliJln y>Q 362 5 ^*^^^ Shear OK. Reactions fytJ'/' /&"/ @ Left End DL LL Max DL+LL @ Right End DL LL Max DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio Ibs Ibs Ibs Ibs Ibs Ibs 201000 3JS7167/ (5,881 87) /" 2 922 72 ^ . 3J5970 , i 1 500 00 (i)lit. 4-2249 78 2,648 33 C414833)/ Ratio OK in in in ft 0004 96607 0007 49948 -0011 1 416 32926 AJ%- 2,490.29 f- u fa tyW£5J*QQL-} 4-&v> ~~ "~ rtfPflfi/d Y" v Deflection OK 1 -0068 1 5081 0078 1 3079 -0146 4182 7005 Engineering Consulting Title Dsgnr Description Scope I Rev 580004 User KW 0608157 Ver 5 8 0 1 Dec 2003 L lcj_!?JL'i 2003 ENERCALC Engmeefing Soflware Timber Column Design Job* Date %8q@ Page 1 studs & posts er.w Calculations Description 8' - 4x4, no wind - allowable General Information CodeRef 1997/2001 NDS 2000/2003 IBC 2003 NFPA 5000 Base allowables are user defined Wood Section Rectangular Column Column Depth Width Sawn (along y y axis) (along x x axis) 4x4 3 50 in 3 50 in Total Column Height Load Duration Factor Fc Fb E Elastic Modulus Douglas Fir - Larch No 2 800 ft 1 25 1 350 00 psi 900 00 psi 1 600 ksi Unbraced length for y y' axis sideways deflection Unbraced length for x x axis sideways deflection Lu XX for Bending 800 ft 100 ft 800 ft Loads Axial Load Eccentricity Dead Load 0 00 Ibs Live Lodd 0 00 Ibs Short TerrnLad~ 0000 in Column OK Using 4x4, Width= 3 50m Depth= 3 50m, Total Column Ht= 8 00ft DL + LL PL + LL + ST fc Compression 0 00 psi 586 94 psi Fc Allowable 571 45 psi 587 09 psi fbx Flexural Fbx Allowable Interaction Value 0 00 psi 1 350 00 psi 00000 0 00 psi 1 687 50 psi 09997 DL + ST 586 94 psi 587 09 psi 0 00 psi 1 687 50 psi 09997 Stress Details Fc XX Fc Y-Y F c Allowable F c Allow * Load Dur Factor F'bx F bx * Load Duration Factor 1 540 42 psi 571 45 psi 571 45 psi 587 09 psi 1 350 00 psi 1 687 50 psi For Bending Stress Calcs Max k*Lu / d 50 00 Le Bending 1472 ft (Lu-xx * NDS Table 333 factor) Rb (Le d / b"2) * 5 7104 Mm Allow k*Lu / d 11 00 Cf Bending 1 500 For Axial Stress Calcs Cf Axial 1 150 Axial X X k Lu / d 3 43 Axial Y Y k Lu / d 27 43 Engineering Consulting Title Dsgnr Description Scope Job* Date -%8q@ I_J Rev 580004 Isei KW 0606157 Ver 5 6 0 1 Dec 2003 (0)1983 2003 ENERCALC Engineering Software Timber Column Design Page 1 studs & posts ecw Calculations Description 8' - 4x6, wind - allowable General Information Wood Section Rectangular Column Column Depth (along y y axis) Width (along x x axis) Sawn Unbraced length for y-y axis sideways deflection Unbraced length for 'x-x" axis sideways deflection Lu XX for Bending CodeRef 1997/2001 NDS 4x6 3 50 in 5 50 in 800 ft 100 ft 800 ft 2000/2003 IBC 2003 NFPA 5000 Total Column Height Load Dui ation Factor Fc Fb E Elastic Modulus Douglas Fir Larch No 2 Base allowables are user defined [ 800ft 1 60 1 350 00 psi 900 00 psi 1 600 ksi [toads Dead Load Live Lodd Shrt Term Load Axial Load Eccentricity 0 Applied Moment Max Design Moment pSwm/Tiary ~~J Using 4x6 Width= 5 fc Compression Fc Allowable fbx Flexural F bx Allowable Interaction Value 0 00 Ibs 000 in 0 00 m-# 0 OOm-# 50in, Depth= 3 50m Total DL + LL 0 00 psi 55901 psi 0 00 psi 900 00 psi 00000 0 00 Ibs Y& 0 00 m-# 0 00 in # Column Ht= 8 00ft DL + LL + ST 440 52 psi 593 12 psi 19895 psi 1 440 00 psi 09979 / S* ^8,480 00 Ibs""^ 2 234 00 m-# 2,234 00 in-# Column OK DL + ST 440 52 psi 593 12 psi 198 95 psi 1 440 00 psi 09979 ] Stress Details b Fc XX Fc YY Fc Allowable F c Allow * Load Dur Factor F'bx F bx * Load Duration Factor 1 346 36 psi 559 01 psi 559 01 psi 593 12 psi 900 00 psi 1 440 00 psi For Bending Stress Calcs Max k*Lu / d Le Bending 5000 1472 ft (Lu-xx * NDS Table 333 factor) Rb (Led/bA2)A5 Mm Allow k*Lu/d Cf Bending For Axial Stress Calcs Cf Axial Axial X X k Lu / d Axial Y Y k Lu / d 4521 11 00 1 000 1000 2 18 2743 foe?6 LLJ -aro Q. co a. EoO CO CO O) 0) <Dc O)O C Z LLJ DC111 UJg Engineering Consulting Title Dsgnr Description Scope Job* Date Rev" 580000 User KW 0606157 Ver 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALC Engineering Software Square Footing Design Page 1 carstea ecw Calculations Description 6 7k spread footing [GeneraMnformatio n Code Rpf ACI 318 02 1997 UBC 2003 IBC 2003 NFPA 5000 Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 6700k 0000k 0000k 4 325 000 psf 145 00 pcf 1 330 400 in Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing 3750ft 12 00 in 5 4 3250 2 500 0 psi 40 000 0 psi 1 000 00 psf Note Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 02 for concrete design Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C 2 | Reinforcing Rebar Requirement Actual Rebar' d depth used 200/Fy As Req d by Analysis Mm Remf % to Req'd 8 500 in 00050 0 0007 m2 00014 % As to USE per foot of Width Total As Req d Mm Allow % Reinl 0 259 m2 0 972 m2 00014 3 75ft square x 12 Om thick with 5- #4 bars Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity 946 44 psf 1 000 00 psf 946 44 psf 1 330 00 psf 1 93 k ft / ft 6 63 k ft / ft Footing OK Vu Actual One Way Vn*Phi Allow One Way Vu Actual Two-Way Vn*Phi Allow Two Way Alternate Rebar Selections 5 #4s 4 #5s 2 #7s 2 #8s 1299 psi 85 00 psi 40 46 psi 17000 psi #6s #9s 1 #10s Engineering Consulting Title Dsgnr Description Scope Job* Date Rev )80000 User KW 0606157 Ver 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALC Engineering Software Square Footing Design Page 1 carstea ecw Calculations Description 4 8k spread footing | General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Code Rpf ACI 318-02 1997 UBC 2003 IBC 2003 NFPA 5000 | 4800k 0000k 0000k 4 325 000 psf 14500pcf 1 330 400m Footing Dimension Thickness # of Bar«, Bar Size Rebar Cover fc Fy Allowable Soil Bearing 3250ft 1200m 5 4 3250 2 500 0 psi 40 000 0 psi 1 ,000 00 psf Note Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 02 for concrete design Factoring of entered loads to ultimate loads within this program is according to ACI 318 02 C 2 1 Reinforcing I Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req d by Analysis Mm Remf%toReqd 3 25ft square x 120m thick Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity 8 500 in 00050 0 0005 m2 00014 % with 5- #4 bars 924 44 psf 1 000 00 psf 924 44 psf 1 330 00 psf 1 38 k ft / ft 7 62 k ft / ft As to USE per foot of Width Total As Req'd Mm Allow % Remf Vu Actual One Way Vn*Phi Ailow One Way Vu Actual Two Way Vn*Phi Allow Two Way Alternate Rebar Selections 5 #4s 3 #5s 2 #7s 2 #8s 0 259 m2 0 842 m2 00014 Footing OK 9 52 psi 85 00 psi 28 86 psi 17000 psi 2 #6s 1 #9s 1 #10s AH* th, -r :0 CD 5 W K IT KB -*8?| 5JP||£ 3 t S * 2 I O \ -j> £<l i£*li$<So«.5aBi :^ o:o: ,/) < o: - U O LL S ^ V *(^ c: ^ ^ > .^Q'O V, 0 <r o) , (1C >n >I ^ J / "o ^ t *- V, O { ^^^ 1\ h/- N \ .•o^