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Home My WebLink About2716 ANTA CT; ; CB063461; Permit01-04-2007 Job'Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB063461 Building Inspection Request Line (760) 602-2725 2716ANTACTCBAD RESDNTL Sub Type 2153104202 Lot# $0 00 Construction Type Reference # 0 Structure Type 0 Bathrooms SERVIN REMOVE BEARING WALL BETWEEN KITCHEN & LIVING ROOM RAD 0 VN Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check# ISSUED 12/08/2006 JMA 01/04/2007 01/04/2007 Applicant SERVIN NICK S&ROSALIA 2716ANTACT CARLSBAD CA 92009 Owner SERVIN NICK S&ROSALIA 2716ANTACT CARLSBAD CA 92009 Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $000 $000 $000 .$000 $1 00 $0 00 $0 00 $000 $000 $000 $000 $000 $000 $000 $18000 $000 $000 $000 $000 Meter Size Add I Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $181 00 Total Fees $181 00 Total Payments To Date $181 00 Balance Due $000 Inspector 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 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 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 FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated By v Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use Name Address City State/Zip Telephone i Name Address City State/Zip Telephone # (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 Address State License # License Class City State/Zip Telephone # City Business License # Designer Name Address State License # City State/Zip Telephone 1 WORKERS^OMPENSAflON **r ««*•*" ! ri" * ™"~ i 'V ^ ""* Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations d 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 d 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) d 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 T7H* "M^ ^^ "M **. ^ i I hereby affirm that I am exempt from the Contractor s License Law for the following reason d 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 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 within 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) d 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 contractors) licensed pursuant to the Contractor s License Law) d I arn 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 d YES dNO 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) 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 T^IS SECTIOC^OR «0M*^/M«7fe"BUILDINGJPJRMiTS 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? d YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d YES d NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? d 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. COrfSJLUCTIOf^|iNWN(JAGMCP»s- JJ77"" ^ZL........ "* TL , -1 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME _ LENDER S ADDRESS__ __ PPUCANT CERT1ICAT10N <l, "^ »T*""" '" IffT IB ^ 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 COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE 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 stones 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 aosriod of ISOdays (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE ^^Lx^^ f ^&&66&4 DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 11/19/2007 Permit* CB063461 Title SERVIN REMOVE BEARING WALL Description BETWEEN KITCHEN & LIVING ROOM Inspector Assignment PC Type RESDNTL Sub Type RAD Job Address 2716ANTACT Suite Lot 0 Location OWNER SERVIN NICK S&ROSALIA Owner SERVIN NICK S&ROSALIA Remarks Phone 7605336522 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act ^Comments \ Requested By ROSALE Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# \ Inspection History Date Description Act Insp Comments 05/24/2007 14 Frame/Steel/Bolting/Weldmg PA PC RFI TO BE FAXED TO BUILD DEPT 05/24/2007 19 Final Structural PA PC 05/24/2007 34 Rough Electric AP PC OK TO COVER 04/19/2007 11 Ftg/Foundation/Piers AP PC i: Carlsbad O63461 1/3/O7 EsGil Corporation Q APPLICANT a PLAN REVIEWER a FILE In Partnership with government forQuitting Safety DATE 1/3/O7 JURISDICTION Carlsbad PLAN CHECK NO 063461 SET II PROJECT ADDRESS 2716 Anta Ct PROJECT NAME Beam Repair and Beam Replacement for Bearing Wall IXI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Esgil Corporation D GA D MB D EJ Enclosures PC 12/22/06 trnsmtl dot EsGil Corporation In (Partners/tip witK government for (Butftftng Safety DATE 12/20/06 O^PPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 063461 SET I PROJECT ADDRESS 2716 Anta Ct PROJECT NAME Beam Repair and Beam Replacement for Bearing Wall The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Nick Servm 2382 Cammo Vida Roble, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Nick Servm [(/**) Telephone # (760) 931-1792 hmf (by W} ' Fax # (760)931-1892 Mail —Telephone i^/Fax-^ln Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 12/12/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad O63461 12/2O/O6 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO O63461 PROJECT ADDRESS 2716 Anta Ct FLOOR AREA NA REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 12/20/06 JURISDICTION Carlsbad STORIES two HEIGHT no change DATE PLANS RECEIVED BY ESGIL CORPORATION 12/12/06 PLAN REVIEWER Chuck Mendenhall FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list for a copy) where each correction item has been addressed, i e . plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans Carlsbad O63461 12/2O/O6 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Revise the plans to include only what is included with this permit application The plans list repair damaged deck, replace shakes and the floor framing plan shows removed interior bearing and nonbearmg walls 2 Why does section A on sheet C-1 shows the beam spanning the width of the garage as 6X14 #1 but the deck framing plan on sheet C-1 and the floor framing plan on sheet S-1 shows this beam to be 6x16 #1 ? Please clarify 3 Why is there a new footing at one of the exterior walls supporting new 3 5X11 88 beam load but there is no footing shown beneath a similar beam support at the other exterior wall? These beams support identical loads Please clarify 4 Are the bearing walls that will be removed also shear walls'? Please clarify If these are existing shear walls, how do you intend to replace the shear walls'? 5 The design calculations did not include the new interior beams shown on sheet S-1 where the existing interior bearing walls are to be removed 6 Include as part of the design calc's the sizing of the new interior footings as shown in detail 1 on sheet S-1 7 Include as apart of the design of the Flitch beam a justification for the size and spacing of the lag bolts that are used to connect the wood beam and new steel plate END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Carlsbad O63461 12/20/O6 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation Thank you Carlsbad O63461 12/2O/O6 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 063461 PREPARED BY Chuck Mendenhall DATE 12/2O/O6 BUILDING ADDRESS 2716 Anta Ct BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING PORTION Beam repair Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) NA cb Blda Permit Fee bv Ordinance ^ Valuation Multiplier Hrly 3y Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $18000 Type of Review D Repetitive Fee Repeats D Complete Review D Other m Hourly Structural Only 1 5 Hours * Esgil Plan Review Fee Comments $144 00 Sheet 1 of 1 macvalue doc Nov 16 07 0857a Nick Serein 760-931-1892 P1 COIL STRAP CMSTC16 L 25" * OF NAILS OVER LENGTH (L) ^32) 16d SINKER VERT STU 4x ROOF JOISTS- 1x6 T&G EXPOSED EAVES ROOF SHEATHING PER PLAN NEW 3 PLB PER PLAN 2x FASCIA BOARD 2x DBL TOP PLATE BEYOND NOTE 4" MAX NOTCH DEPTH Of*&EAM 5>CJALt V = I' — Structural Calculations For Project Beam Repair & Remodel for Rosaba & Nick Servm 2716 Anta Court Carlsbad, California 92009 Servin Engineering, Inc 2382 Camino Vida Roble, Suite F Carlsbad, CA 92011 (760) 931-1792, FAX (760) 931-1892 nservm(£>servin-engmeermg com JOB NUMBER 21798 X ^ Nick Servui RCE 33,538, EXPIRES 6/30/2008 Engineer does not take any responsibility for construction, or control of the job Engineer's responsibility is solely limited to the design of the structural members included herein Any changes to design, structural members or configuration shall void calculations Supervision may be contracted for assurance of proper construction 14 •i ftp ENGINEERING ASSUMPTIONS — ROOF DEAD LOADS TILE FRAMING DRYWALL Igg-, . MISC |g«; , PLYWOOD TOTAL •%H^.!,. ••• ~"" LIVE LOADS SLOPE < 4 12 SLOPE > 4 12 FLOOR __, DEAD LOADS tj '•• FRAMING :;' , ; PLYWOOD £: '/ ' CARPET/PAD ^~"~ CEILING MISCELLANEOUS TOTAL WALLS LIVE LOADS FLOOR f||/- DECK "-'•',' 12 PSF SHINGLES 5 PSF 2 PSF 2 PSF 3 PSF 22 PSF 20 PSF 16 PSF 6 PSF 3 PSF 1 PSF 3 PSF 2 PSF 15 PSF 12 PSF 40 PSF 60 PSF 3 PSF 5 2 2 3 PSF 15 PSF M0LS INVESTIGATION BY None Available 1,000 PSF SOIL BEARING PRESSURE FRAMING 12X , 4X4FRAMING DFL #2 MIN U N '&C & LARGER DFL #1 MIN U N :f»ARAl2LAMS 2 OE WS CONCRETE STEEL Fv Fb PSI PSI O 95 875 O 85 1,350 290 2,900 2,500 AT 28 DAYS 40,000 PSI E PSI 1,600,000 1,600,000 2,000,000 \\Servineng\data\john\D\Jobs\Nick ServmVAnta CourtVATITLEl wpd Roof Beajp^200rCaIifornIa^Buildinq Code (91 NDS)]Ver 701 10 ^ By Nic>8emn Sen/in EnqineeYing Inc on 12-08-2006 121744AM Proiect S^ERVIlTDECK-location R#1 RIDGE BM Summary \ ( 3 5 IN x 13 25 IN xjl4 0 FT /iK^-BaOqTas-Fir-Larch - Dry Use V SectiQnAdequale'By 10 7% Controlling Factor Section Modulus / Depth Required 12 59 In Deflections*—.-^3"—""^^ Dead Load Live Load Total Load Reactions (Each End) Live Load Dead Load Total Load Bearing Length Required (Beam only support capacity not checked) Beam Data Span Maximum Unbraced Span Pitch Of Roof Live Load Deflect Criteria Total Load Deflect Criteria Non-Snow Live Load Roof Loaded Area Live Load Method Roof Loading Roof Live Load-Side One Roof Dead Load-Side One Tributary Width-Side One Roof Live Load-Side Two Roof Dead Load-Side Two Tributary Width-Side Two Roof Duration Factor Beam SelfWeiqht Slope/Pitch Adjusted Lenqths and Loads Adjusted Beam Length Beam Uniform Live Load Beam Uniform Dead Load Total Uniform Load Properties For #2- Douqlas-Fir-Larch Bendmq Stress Shear Stress Modulus of Elasticity Stress Perpendicular to Gram Adjusted Properties Fb (Tension) Adjustment Factors Cd=1 25 CF=1 00 Fv Adjustment Factors Cd=1 25 Design Requirements Controlling Moment 7 0 ft from left support Critical moment created by combining all dead and live loads Controllmq Shear At a distance d from support Cntical shear created by combining all dead and live loads Comparisons With Required Sections Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) , DLD= <* LLD= TLD= LL-Rxn= DL-Rxn= TL Rxn= BL= L= Lu= RP= U LI RLA= Method = LL1 = DL1 = TW1 = LL2= DL2= TW2= Cd= BSW= Lad|= wL= wD ad|= wT= Fb= Fv= E= Fc_perp= Fb = Fv = 014 013 027 1176 1233 2409 1 10 140 00 4 240 180 1470 One 160 150 105 160 150 00 1 25 10 140 168 176 344 875 95 1600000 625 1094 119 IN IN = L/1256 IN = L/613 LB LB LB IN FT FT 12 SF PSF PSF FT PSF PSF FT PLF FT PLF PLF PLF PS I PS I PS I PS I PSI PS I M= V= Sreq= S= Areq= A= lreq= l= 8430 2071 9249 10241 2616 4638 19912 67848 FT-LB LB INS INS IN2 IN2 IN4 IN4 Combination Roof and Floor Beamf 2001 California Building Code (91 NDS) 1 Ver Bv NickServm Servm Engineering inc on 12-08-2006 121746AM Proiect SERVIN DECK - Location FB1 EX BEAM AT LIVING Summary « 3 5 IN x 11 25 IN x 11 1 FT / 2 OE Parallam - Trus Joist V Section Adequate By 64 0% Controlling Factor Moment of Inertia / Depth Required 9 54 In Deflections Dead Load DLD= Live Load LLD= Total Load TLD= Reactions (Each End) Live Load LL-Rxn= Dead Load DL-Rxn= Total Load TL-Rxn= Beanng Length Required (Beam only support capacity not checked) BL= Beam Data Span L= Maximum Unbraced Span Lu= Live Load Deflect Criteria L/ Total Load Deflect Criteria L/ Non-Snow Live Load Roof Loaded Area RLA= Live Load Method Method = Roof Loading Roof Live Load-Side One RLL1 = Roof Dead Load-Side One RDL1 = Roof Tributary Width-Side One RTW1 = Roof Live Load-Side Two RLL2= Roof Dead Load-Side Two RDL2= Roof Tributary Width-Side Two RTW2= Roof Duration Factor Cd-roof= Floor Loading Floor Live Load-Side One FLL1 = Floor Dead Load-Side One FDL1 = Floor Tributary Width-Side One FTW1 = Floor Live Load-Side Two FLL2= Floor Dead Load-Side Two FDL2= Floor Tnbutary Width-Side Two FTW2= Floor Duration Factor Cd-floor= Wall Load WALL= Beam Loads Roof Uniform Live Load wL-roof= Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= Floor Uniform Live Load wL-floor= Floor Uniform Dead Load wD-floor= Beam Self Weight BSW= Combined Uniform Live Load wL= Combined Uniform Dead Load wD= Combined Uniform Total Load wT= Controlling Total Design Load wT-cont= Properties For 2 OE Parallam- Trus Joist Bending Stress Fb= Shear Stress Fv= Modulus of Elasticity E= Stress Perpendicular to Gram Fc_perp= Adjusted Properties Fb (Tension) Fb = Adjustment Factors Cd=1 25 CF=1 01 Fv Fv = Adjustment Factors Cd=1 25 Design Requirements Controlling Moment M= 5 55 ft from left support Critical moment created by combining all dead and live loads Controlling Shear V= At a distance d from support Critical shear created by combining all dead and live loads Comparisons With Required Sections Section Modulus (Moment) 701 10 015 018 034 2486 2081 4568 I 74 II 1 00 360 240 888 One 160 150 80 160 150 00 125 400 150 80 400 150 00 1 00 120 128 126 320 120 9 448 375 823 823 2900 290 2000000 750 IN IN = L/723 IN=L/394 LB LB LB IN FT FT SF PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI 3651 PSI 363 PSI 12676 FT-LB 3837 LB Area (Shear) Moment of Inertia (Deflection) Sreq= S= Areq= A= lreq= 41 66 7383 1588 3938 25322 41528 INS INS IN2 IN2 IN4 IN4 Combination Roof and Floor Beamf 2001 California Building Code (91 NDS) I Ver By NickServm Servm Engineering Inc on 12-08-2006 121748AM Protect SERVIN DECK - Location FB2 AT KITCHEN/LIVING Summary 3 5 IN x 11 25 IN x 10 0 FT / 2 OE Parallam - Trus Joist Section Adequate By 118 3% Controlling Factor Section Modulus / Depth Required 8 59 In Deflections Dead Load DLD= Live Load LLD= Total Load TLD= Reactions (Each End) Live Load LL-Rxn= Dead Load DL-Rxn= Total Load TL-Rxn= Beanng Length Required (Beam only support capacity not checked) BL= Beam Data Span L= Maximum Unbraced Span Lu= Live Load Deflect Criteria L/ Total Load Deflect Criteria L/ Non-Snow Live Load Roof Loaded Area RLA= Live Load Method Method = Roof Loading Roof Live Load-Side One RLL1= Roof Dead Load-Side One RDL1= Roof Tributary Width-Side One RTW1= Roof Live Load-Side Two RLL2= Roof Dead Load-Side Two RDL2= Roof Tributary Width-Side Two RTW2= Roof Duration Factor Cd-roof= Floor Loadmq Floor Live Load-Side One FLL1 = Floor Dead Load-Side One FDL1= Floor Tributary Width-Side One FTW1 = Floor Live Load-Side Two FLL2= Floor Dead Load-Side Two FDL2= Floor Tributary Width-Side Two FTW2= Floor Duration Factor Cd-floor= Wall Load WALL= Beam Loads Roof Uniform Live Load wL-roof= Roof Uniform Dead Load (Adjusted for roof pitch) wD-roof= Floor Uniform Live Load wL-floor= Floor Uniform Dead Load wD-floor= Beam Self Weiqht BSW= Combined Uniform Live Load wL= Combined Uniform Dead Load wD= Combined Uniform Total Load wT= Controllmq Total Design Load wT-cont= Properties For 2 OE Parallam- Trus Joist Bending Stress Fb= Shear Stress Fv= Modulus of Elasticity E= Stress Perpendicular to Gram Fc_perp= Adjusted Properties Fb (Tension) Fb = Adjustment Factors Cd=1 25 CF=1 01 Fv Fv = Adiustment Factors Cd=1 25 Design Requirements Controllmq Moment M= 5 0 ft from left support Critical moment created by combining all dead and live loads Controllmq Shear V= At a distance d from support Critical shear created by combining all dead and live loads Comparisons With Required Sections Section Modulus (Moment) 701 10 010 012 022 2240 1875 4115 157 100 00 360 240 800 One 160 150 80 160 150 00 125 400 150 80 400 150 00 100 120 128 126 320 120 9 448 375 823 823 2900 290 2000000 750 IN IN = L/989 IN = L/538 LB LB LB IN FT FT SF PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI 3651 PSI 363 PSI 10288 FT-LB 3374 LB Area (Shear) Moment of Inertia (Deflection) Sreq= S= Areq= A= lreq= 3381 7383 1396 3938 18515 41528 INS INS IN2 IN2 iN4 IN4 CAPACITY OF CONTINUOUS FOUNDATIONS Basis Table 18-1-A, Footnote #2, 2001 CBC Increase allowed at 20% Soil Pressure 1,000 PSF Report By Legend A Ac B D Fac L P B Inches 1200 1500 1200 1500 1800 1800 1800 1800 None Description Column Width along footing Projected concrete bearing area Width of Footing Depth of Footing Increase allowed at 20% beyond Length along footing L=A+2D Allowable Load on Footing DAL Inches Inches Inches 1200 350 2750 1800 350 3950 1200 550 2950 1800 550 4150 24 00 3 50 51 50 24 00 5 50 53 50 24 00 7 50 55 50 24 00 9 50 57 50 on soil 12 inches Ac Sq-Ft 229 411 246 432 644 669 694 719 Fac 1 26 1 46 1 29 1 49 1 66 1 69 1 73 1 76 Units Inches Sq-Ft Inches Inches Inches Lbs P Lbs 2884 6000 3175 6,448 10676 11,313 11 967 12,638 Footing Calculations Project Servin Remodel Address Carlsbad, CA 92009 Date 12/08/06 Allowable Pad No P-# 1 1 1 1 2 2 2 2 Soil Pressure Description of Loading Items FB1 FB2 RB1 FB2 Loads Lbs 4600 4200 2500 4,200 1,000 Total Lbs 11,300 4,200 psf Pad Depth Inches 18 18 Pad Lengths Inches 42 30 Reinforcing Req # 4 bars ea/way 3" clearance 5 4 FOOTING SCHEDULE Pad Ftg Ftg Reinforcing Required No Depth Length # 4 bars ea/way P- # Inches Inches 3" clearance 118425 2 18 30 4 s> Q 4ID 2 CO Oa: LUa: -z. cr z cc LU 03 § o: F- en ; CD LU LU LU O tO CDCt -4- O 4 1^ j $J\ ^ £ 11o\ ^J U- <3 — _ Do s. ^t 5 ^ / ^ §~F o fe^ s o