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Home My WebLink About1014 TULIP WAY; ; CB050250; Permit12-14-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Pool Permit Permit No: CB050250 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 1014TULIPWYCBAD POOL 2144101200 Lot#: 0 $11,708.00 Construction Type: NEW BAUM RES 222SF POOL & SPA 260SF RETAIN WALL PER CITY STDS Applicant: ARTIFICIAL ROCK CONCEPTS Status: ISSUED Applied: 01/26/2005 Entered By: KG Plan Approved: 02/24/2005 Issued: 02/24/2005 Inspect Area: JM Owner: BAUM RAYMOND C STEC 620 VENTURE ST 92029 760-740-0840 1014 TULIP WY CARLSBAD CA 92011 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Electrical Fee Plumbing Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees $115.09 $0.00 $74.81 $0.00 $20.00 $27.00 $1.17 $57.55 $0.00 $0.00 $0.00 TOTAL PERMIT FEES $295.62 Total Fees:$295.62 Total Payments To Date:$295.62 Balance Due:$0.00 >4 INS ATTACHED f */ s Inspector :'-""•''r,*-*•*•— """* FINAL APPROVAL Date: /^ 7 ^ e/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 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 tees/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. 02-24-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Pool Permit Permit No: CB050250 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 1014TULIPWYCBAD POOL 2144101200 Lot#: $11,708.00 Construction Type: BAUM RES 222SF POOL & SPA 260SF RETAIN WALL PER CITY STDS 0 NEW Status: ISSUED Applied: 01/26/2005 Entered By: KG Plan Approved: 02/24/2005 Issued: 02/24/2005 Inspect Area: Applipffnt: ARTIFICIAL ROCK CONCEPTS) Owner: BAUM RAYMOND C 1014 TULIP WAY CARLSBAD CA 92009 Building Permit Add! Building Permit Fee Plan Check Add'l Plan Check Fee Electrical Fee Plumbing Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees $115.09 $0.00 $74.81 $0.00 $20.00 $27.00 $1.17 $0.00 $0.00 $0.00 $0.00 TOTAL PERMIT FEES $238.07 Total Fees:$238.07 Total Payments To Date:$74.81 Balance Due:$163.26 EXPIRED PERMIT PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C. SECTION 106.4.4 AS AMENDED BY C.M.C.18.04.030 2469 02/24/05 0002J51 02 l—ri DATEj SIGNATURE. Inspector: FINAL APPROVAL 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 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 tees/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. • v 02-^4=2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Right of Way Permit Permit No: RW050033 Job Address: Permit Type: Parcel No: Start Date: Insurance Expire: Reference*: Location: Project Title: Description: 1014TULIPWYCBAD ROW 2144101200 Subtype: MINOR 10/29/2005 Liability Insurance: Y Lot#: Est Complete Date: Traffic Control Plan: GOP: Y CB050250 BAUM RESIDENCE POOL, SPA, RETAINING WALLS TIFrCIAL ROCK CONCEPTS STEC ESCONDIDO CA 92029 760-740-0840 Status: ISSUED Applied: 02/07/2005 Issued: 02/24/2005 Expired: 08/24/2005 Entered By: JJ Total Fees:$265.00 Total Payments To Date:$0.00 Balance Due:$265.00 Permit Fee Additional Permit Fee Other Additional Fees TOTAL PERMIT FEES $265.00 $0.00 $0.00 $0.00 $265.00 2469 02/24/05 0002 01 02 CGP 265-00 This permit may be revoked by the City Engineer if it is deemed that inadequate progress is being made towards the completion of the work or if the work does not meet City Standards. The applicant may be billed for the cost of any corrective work that the City must perform. Permit Release Date Released Cash Deposit?. YOU MUST CALL UNDERGROUND SERVICE ALERT (1-800-422-4133) TWO WORKING DAYS PRIOR TO WORK. UNDERGROUND SERVICE ALERT NO. IF ANY EXCAVATION OR BORING IS DONE. . THIS PERMIT IS INVALID WITHOUT THIS NUMBER 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 By Date / i Q453 01/26/05 0002 01 0? Address (include Bldg/Sfite ff)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No. Phase rto> |^jc>Total # of unity/ n< Existing UseAssessor's Parcel tt *_-—— -y existing use . ^ . j-roposeo use . fa £>nS-rYVt4iW of ?oz\ ^M &t& &&>'*?„< )V*//5 /PrctfysklS. 2-bO V Description of Work r SQ. FT. ~-J #of Stories /# of Bedrooms 2. CONTACT PERSON (if different from applicant) # of Bathrooms Name 3, APPLICANT Q Contractor Name 4. PROPERTY OWNER R<x-V $CAV/WV Address £3 Agent for Contractor Address \oM Ti>i;p vs, 1 City d Owner fl Agent for Owner City State/Zip State/Zip Telephone # ^Telephone # Y7*o)14o" Fax* -0840 Name ' Address / / City State/Zip " Telephone # 5. CONTRACTOR - COMPANY NAME (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 motion. 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]). DesignepH^me Address City State/Zip Telephone 6, WORKERS' COMPENSATION rfifr ' '-A^'-" Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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 F the work for which this permit is issued. S' 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 ^-f\\-&, ^-VflA _ Policy No. 1*75^71 4 7.-0H _ Expiration Date £?Z~l3~OH (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) PI CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers^ ComparTsation Laws of Caljternia^" WARNING: Failure to secure/-worij£fs' compensation/bo>tfJH)e^8unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($ WO^WgjforfaJjriition to the co^t'ljf-^pjfrSefiiation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ^^/JT ^ s/S/r 7 _ DATE I" T/^OS" 7, OWNER-BUILDER DECLARATION ^ ~ thereby affirm that I am exempt from the Contractor's License Law for the following reason: 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 WSrk himself or through hjs-own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold withitypne 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~1 I, as ow«^er of the ofoperty, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Lzfw 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). ' am exemptyOnoHr Section _ Business and Professions Code for this reason: 1 . I personal^ plan to prayide the major labor and materials for construction of the proposed property improvement. CD YES ONO 2. I (have /have not) signeosan application for a building permit for the proposed work. 3. I hav/contracted with the fallowing person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plarTtb 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/VO/\M?ES/D£7Vr//U 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? 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 tacirty to be constructed within 1,000 feet of the outer boundary of a school site? d YES d NO IF AriY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENT^ OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8, CONSTRUCTION LENDING AGENCY I hereBVsaWfrm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDHVS NATflfc-j 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 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 stories in height. EXPIRATION: Every permit issued by the building Officiaj^nder the provisions ofijjif Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced wtt^rflpe'Jiays from the date/ffsupt£0ermit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commerced jpj^p^poq/n 180 days (Sectipn 1pey<£ Uniform Building Code). DATE\ / To^Pj WHITE: File YELLOW: Applicant PINK: Finance \ APPLICANT'S SIGNATURE Inspection List Permit*: CB050250 Type: POOL Date Inspection Item Inspector Act 12/07/2009 59 12/07/2009 59 06/15/2009 14 06/15/200915 04/15/2009 55 04/09/2009 55 04/09/2009 98 04/07/2009 55 04/06/2009 55 04/03/2009 55 03/18/2009 55 08/14/2008 31 02/21/2008 34 02/20/2008 34 02/01/2006 62 11/02/200561 10/12/200562 10/12/200566 09/26/2005 61 08/02/2005 51 07/13/200523 Final Pool Final Pool Frame/Steel/Bolting/Weldin Roof/Reroof Fence/Pre-Plaster Fence/Pre-Plaster BMP Inspection Fence/Pre-Plaster Fence/Pre-Plaster Fence/Pre-Plaster Fence/Pre-Plaster Underground/Conduit-Wirin Rough Electric Rough Electric Steel/Bond Beam Footing Steel/Bond Beam Grout Footing Excav/Steel/Bonding/Fence Gas/Test/Repairs - PD JM JM JM JM JM JM PC JM JM JM JM JM JM JM PY PY JM JM JM Rl AP AP AP AP CO AP CO CA CO CO AP AP CA AP AP we AP AP AP CO BAUM RES 222SF POOL & SPA 260SF RETAIN WALL PER CITY STDS Comments POOL EQUIP SHED OK TO PLASTER POOL HEATER HAS INSTALL SPECS INDOOR HEATER SEE MANUF SPECS pool heater to vent outside shed, planning approval INSTALL per EQUIPMENT SHED TO BE APPROVED BY CITY WING WALLS OK TO GROUT RETAIN WALL FOOTING OK TO GROUT OK TO POUR RETAIN WALL FOOTING BOND WIRE OK TO GUNITE SLIDE ENGINEERING REQUIRED FOR WATER FALL-SUBMIT TO CITY 07/12/2005 51 Excav/Steel/Bonding/Fence PS NR Monday, December 07, 2009 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 12/07/2009 Permit# CB050250 Title: BAUM RES 222SF POOL & SPA Description: 260SF RETAIN WALL PER CITY STDS Inspector Assignment: JM Type: POOL Sub Type: Job Address: 1014 TULIP WY Suite: Lot 0 Location: APPLICANT ARTIFICIAL ROCK CONCEPTS Owner: BAUM RAYMOND C Remarks: Phone: 7605336797 Inspect Total Time:Requested By: RAY Entered By: JANEAN CD Description 59 Final Pool Act „ Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp 06/15/2009 14 Frame/Steel/Bolting/Welding AP JM 06/15/2009 15 Roof/Reroof AP JM 04/15/2009 55 Fence/Pre-Plaster AP JM 04/09/2009 55 Fence/Pre-Plaster CO JM 04/09/2009 98 BMP Inspection AP JM 04/07/2009 55 Fence/Pre-Plaster CO JM 04/06/2009 55 Fence/Pre-Plaster CA PC 04/03/2009 55 Fence/Pre-Plaster CO JM 03/18/2009 55 Fence/Pre-Plaster CO JM 08/14/2008 31 Underground/Conduit-Wiring AP JM 02/21/2008 34 Rough Electric AP JM 02/20/2008 34 Rough Electric CA JM 02/01/2006 62 Steel/Bond Beam AP JM 11/02/2005 61 Footing AP JM 10/12/2005 62 Steel/Bond Beam WC PY 10/12/2005 66 Grout AP PY 09/26/2005 61 Footing AP JM 08/02/2005 51 Excav/Steel/Bonding/Fence AP JM 07/13/2005 23 Gas/Test/Repairs CO JM Comments POOL EQUIP SHED OK TO PLASTER POOL HEATER HAS INSTALL SPECS INDOOR HEATER SEE MANUF INSTALL SPECS pool heater to vent outside shed,per planning approval EQUIPMENT SHED TO BE APPROVED BY CITY WING WALLS OK TO GROUT RETAIN WALL FOOTING OK TO GROUT OK TO POUR RETAIN WALL FOOTING BOND WIRE OK TO GUNITE SLIDE ENGINEERING REQUIRED FOR WATER FALL-SUBMIT TO CITY if)v -( MO STRUCTURAL* CALCULATIONS * Name Ray Baum Address 1014 Tulip Way, Carlsbad, CA 92009 Pagec^U^f Date 7-16-05 Design Problem EFP= 6 ft RBB on a 5 ft pool wall H= 11 The'slope above the RBB is 2 to 1, the efp is assumed to be 70 Ib/cf. Moment= 70*11.58*3/6= 18116 ftlb T= 14 As= 1.19sqin/ft V , City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST POOLS BUILDING PLANCHECK NUMBER: CB /O IHBUILDING ADDRESS: PROJECT DESCRIPTION: Pool ASSESSOR'S PARCEL NUMBER: $_( V ~ ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore, any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result. in_suspension of permit to build. Date DENIAL Please see\Jheattflched report of deficiencies marked wittjxST Make necessary corrections to plans orspeaJfications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: Date: Date: ATTACHMENTS Grading Permit Application Grading Permit Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON NAME: JOANNE JUCHNIEWICZ City of Carlsbad ADDRESS: 1635 Faraday Avenue Carlsbad, CA 92008 PHONE:(760) 602-2775 H:\WORD\DOCS\CHKLST\Pool Building Planch** Ckfet CHKM Frrnn BE <tac 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 6O2-2720 • FAX (760) 6O2-8562 Q Q Q Q Q Q Q Q Q CT73 3 BUILDING PLANCHECK CHECKLIST - POOLS SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures 2. Show on site plan: C. Property Lines D. Easements ).) Indicate what will happen with )il excavated from pool area •^Retaining Walls - (location and height) £ Patterns B. Existing & Proposed Slopes C. Existing Topography Note: If excavated so// is not to be removed from property but regraded on site, show proposed elevations and slopes. If any portion of retaining walls are over 4' in height, a separate permit is Retaining Wall Permit CB 3. Include on title sheet: Applied for Approved A. Site Address B. Assessor's Parcel Number /^, Legal Description iMoNGrading Quantities Cut Fill Import/Export * ' a) If grading is not required, write "No Grading" on plot plan. 4. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: GRADING PERMIT REQUIREMENTS Date: The conditions that invoke the need for grading permit are found in Section 11.06.030 of the Municipal code. 5a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill, import, export). 5b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. Note: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Page 2 of 2 H:\WORD\DOCS\CHKlST\Pool Building Ranched! Cklist CHK24 Form BE.boc •j-STV. 2NPy ORD/ Q Q Q 5c. A Grading Permit has been applied for: PE2 DWG Grading Inspector sign off by: Date: . .; ' . Q 5d. No Grading Permit required. MISCELLANEOUS PERMITS Q 6. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. A separate Right-of-Way issued by the Engineering Department is required for the following: Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right- of-Way checklist, at the time of resubmittal. Right-of-Way Permit and Pool Building Permit will be issued simultaneously. Q Q 7. Remarks H:\WORD\DOCS\CHKLSTAPool Building Plancheck Cklisl CHK24 Form BE doc fv <5>a SEE SHEET NO. 7 3® Carlsbad | Geographic Information System - Microsoft Internet Explorer provided by Cit) Fie Edt View Favorites Tools Help Fl Refresh Map Layers VUiWe Mue ~ Surveyed Crty Boundary Municipal Boundaries Beach Overlay Deferred Certification Comtnercia Visitor Overlay Coastal Zone Street names 0 Streets O Facilities L~3'-";O Drainage Basins O SD Outfalls Storm Drain DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan CheckJ^o. CB Planner fll. Address JO/VWLLP Phone (760) 602- Type of Project & Use:'// / Z—Zoning:J^ I General Plan: CFD (in/out) #_Date of participation:. Net Project Density:. Facilities Management Zone:, Remaining net dev acres:. DU/AC Circle One (For non-residential development: Type of land used created by this permit: '. • • ) Legend: ^ Item Complete D 'tem Incomplete - Needs your action Environmental Review Required: YES NO TYPE ; DATE OF COMPLETION: ' Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: __ Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES. DATE NO .TYPE. OTHER RELATED CASES: . Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ; 'D D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES _ NO _ CA Coastal Commission Authority? YES _ NO _ _ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92 108-4402; (6 19) 767-2370 Determine status (Coastal Permit Required or Exempt): ' _ Coastal Permit Determination Form already completed? YES _ NO _ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: _ _ Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required: YES _ NO _ (Effective date of Inclusionary Housing Ordinance - May 21 , 1 993.) Data Entry Completed? YES _ NO _ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:\ADMIN\eOUNTER\BWaPlnchkRevChklst RtvOTV OD 1. Provide a fully dimensional site plan drawn to scale. Show:. North arrow, property-lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way- width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). D D 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES NO n ODD 2. Project complies YES.NO Zoning: 1. Setbacks: Front . Interior Side: Street Side: Rear Top of slope: 2. Accessory structure setba Front: Interior Side: Street Side: Rear Structure separation: 3. Lot Coverage: 4. Height: 5. Parking: Spaces Required Required Required Required Required cks: Required Required Required Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required,.. . . Shown. OKTO ISSUE AND ENTERED APPROVAL INTO COMPUTER fvlt^ rTERyBkfePlnchkRvvCtikltt , . . .dewA. (M&\w.h(<-> DATE 2- ro Vt- ^ S.s ITJo0o*D7n 05-04-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR09047 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: RAY BAUM 1014 TULIP WY CARLSBAD 92011 760 533 6797 1014 TULIP WYCBAD PCR 2144101200 Lot#: $0.00 Construction Type: CB050250 BAUM RES- ADD ROOF TO EXISTING POOL EQUIP ENCLOSURE 0 NEW Status: ISSUED Applied: 04/22/2009 LSM 05/04/2009 05/04/2009 Entered By: Plan Approved: Issued: Inspect Area: Owner: BAUM RAYMOND C 1014 TULIP WAY CARLSBAD CA 92011 Plan Check Revision Fee Additional Fees $65.00 $0.00 Total Fees:$65.00 Total Payments To Date:$65.00 Balance Due:$0.00 • .ATI Inspector: FINAL APPROVAL 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 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, City of Carlsbad Building Department Plan Check Revision No. Project Address u 'p LO & .Original Plan Check No.. Date. Name of Business at Project Address Contact tW/ ^AoM pn 7k& 63?'. Email Contact Address TJ v^v General Scope of Work A*X- City_ * Zip °12C\\ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Calculations | | SoilsPlans Other. 2 Describe revisions in detail AD^> te£ -U r*is(-\ P*^ %&t>t> **#(*?**{&•(j I 3 List page(s) where each revision is shown — .—I 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? Q Yes O Does this revision add ANY new floor areafsj? E] Yes Q^No 7 Does this revision affect any fire related issues? O Yes [jj No 8 Is this a complete set? Yes No No ^Signature 1635 Faraday Avenue, q^fi e, Carlsbad, C/CA 92008 Phone: 760-602-2717/2718/2719 Fax: 760-602-8558 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PCR09047 DATE 4/22/09 ADDRESS 1014 TULIP WY RESIDENTIAL ADDITION- POOL/SPA MINOR (<17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER POOL EQUIPMENT ENCLOSURE PLANNER GINA RUIZ DATE 4/29/09 DATE H:\ABMIN\COUNTER/PUNNING/ENGINEERINC APPROVALS Revised Structural Calculations For Project: Ray Baum 1014 Tulip Street, Carlsbad, CA 92011 760-533-6797 Nick Servin Servin Engineering 2382 Camino Vida Roble, Suite F Carlsbad, CA 92009 (760) 931-1792, FAX: (760) 931-1892, FAX2 nservinCgjservin-engineering.com JOB NUMBER: 22032 April 22, 2009 .., / ssz/,^£ r j£*<*t Nick Servin RCE 33,538, EXPIRES 6/30/2010 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. Servin Engineering, Inc. 2382 Camino Vida Roble, Suite F Carlsbad, CA 92011 760-931-1792 760-931-1892 Fax Title : Ray Baum equipment room wall Page: Job# : Dsgnr: ns Description,... Wall using city handout with small roof loading Date: APR 21,2009 This Wall in File: \\servineng\data\john\d\jobs\palomartraile etain Pro 2007 , 24-Jul-2008, (c) 1989-2008ww.retainpro.com/supportforiatestreiease CantJIevered Retaining Wall Design Code: CBC 2007 egistration # : RP-1 153955 RP2007-R ** Criteria | [Soil Data | | Footing Dimensions & Retained Height = 5.00ft Allow Soil Bearing = 1,000.0 psf Toe Width \A; ii i, -~M ~k~ -i i nn » Equivalent Fluid Pressure Method Heel Width =Wall height above soil - 1.00ft Heel Active Pressure = 30.0 psf/ft Total Footing Width Slope Behind Wall - 0.00:1 Toe Active Pressure = 30.0 psf/ft Footing Thickness Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft Water height over heel = 0.0ft Soil Density, Heel = 1 20.00 pcf Ke^ Depth " Soil Density, Toe 120.00 pcf Key Distance from Toe = Wind on Stem = 0.0 psf Footing||Soil Friction = 0.350 0 ...... 4 . f c = 2,000 psi Fy =Vertical component of active Soil height to ignore Footing Concrete Density = lateral soil pressure options: for passive pressure = 0.00 in Min. As % USED for Soil Pressure. Cover @ Top = 2.00 in @ USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads I Lateral Load Applied to Stem | [Adjacent Footing Load Surcharge Over Heel = 0.0 psf Lateral Load = 0 0 #/ft Adjacent Footing Load Used To Resist Sliding & Overturning ...Height to Top = 0.00ft Footing Width = Surcharge Over Toe = 0.0 psf "'Height to Bottom = 0.00ft Eccentricity Used for Sliding & Overturning Wall to Ftg CL Dist = Axial Load Applied to Stem | Axial Dead Load = 75.0 Ibs Axial Live Load = 100.0 Ibs Axial Load Eccentricity = 0.0 in Design Summary | /Vail Stability Ratios Overturning = 3,73 QK Sliding = 1.83 OK Total Bearing Load = 1 ,853 Ibs ...resultant ecc. = 0.45 in Soil Pressure @ Toe = 564 psf OK Soil Pressure @ Heel = 495 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 654 psf ACI Factored @ Heel = 575 psf Footing Shear @ Toe = 8.1 psi OK Footing Shear @ Heel = 1.9 psi OK Allowable = 67.1 psi tiding Calcs (Vertical Component Used) Lateral Sliding Force = 525.0 Ibs less 100% Passive Force = - 347.2 Ibs less 1 00% Friction Force = - 61 3. 4 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5: 1 Stability = 0.0 Ibs OK Building Code CBC 2007 Dead Load 1 .200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Footing Type at Back of Wali Poisson's Ratio = Stem Construction | Top stem 2nd Design Height Above Ftc ft= 2.67 0.00 Wall Material Above "Ht" = Masonry Masonry Thickness = 8.00 12.00 RebarSize = #4 #4 Rebar Spacing = 16.00 16.00 Rebar Placed at = Edge Edge fb/FB + fa/Fa = 0.066 0.318 Total Force @ Section Ibs = 81 .4 375.0 Moment.... Actual ft-#= 63.2 625.0 Moment Allowable ft-#= 1,193.2 2,087.8 Shear Actual psi = 1.4 3.7 Shear Allowable psi = 38.7 38.7 Wall Weight psf= 78.0 124.0 Rebar Depth 'd' in= 5.25 9.00 LAP SPLICE IF ABOVE in= 24.00 24.00 LAP SPLICE IF BELOW in = 24.00 HOOK EMBED INTO FTG in = 6.26 fm psi= 1,500 1,500 Fs psi= 20,000 20,000 Solid Grouting = Yes Yes Modular Ratio 'n' = 21.48 21.48 Short Term Factor = 1 .000 1 .000 Equiv. Solid Thick. in= 7.60 11.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concicle Data f c psi = Fy psi = Strengths | 1.83ft 1.67 3.50 12.00 in 8.00 in 8.00 in 0.67ft 60,000 psi 150.00 pcf 0.0018 Btm.= 3.00 in 1 0.0 Ibs 0.00ft 0.00 in 0.00ft Line Load 0.0ft 0.300 Servin Engineering, Inc. 2382 Camino Vida Roble, Suite F Carlsbad, CA 92011 760-931-1792 760-931-1892 Fax Title : Ray Baum equipment room wall Page: Job# : Dsgnr: ns Description,... Wall using city handout with small roof loading Date: APR 21,2009 This Wall in File: \\servineng\data\john\d\jobs\palomartraile Retain Pro 2007 , 24-Jul-2008, (c) 1989-2008 www.retainpro.com/support for latest release Registration # : RP-1153955 RP2007-R Cantilevered Retaining Wall Design Code: CBC 2007 Criteria | Retained Height = 5.00 ft Wall height above soil = 1 .00 ft Slope Behind Wall = 0.00 : 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Wind on Stem = 0.0 psf Vertical component of active lateral soil pressure options: USED for Soil Pressure. USED for Sliding Resistance. USED for Overturning Resistance. Surcharge Loads | Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem | Axial Dead Load = 75.0 Ibs Axial Live Load = 100.0 Ibs Axfal Load Eccentricity = 0.0 in Design Summary 1 fl/all Stability Ratios Overturning = 3.73 QK Sliding = 1.83 OK Total Bearing Load = 1 ,853 Ibs . ..resultant ecc. = 0.45 in Soil Pressure @ Toe = 564 psf OK Soil Pressure @ Heel = 495 psf OK Allowable = 1,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 654 psf ACI Factored @ Heel = 575 psf Footing Shear @ Toe = 8.1 psi OK Footing Shear @ Heel = 1 .9 psi OK Allowable = 67.1 psi liding Calcs (Vertical Component Used) Lateral Sliding Force = 525.0 Ibs less 100% Passive Force = - 347.2 Ibs less 100% Friction Force = - 61 3.4 Ibs Added Force Req'd = 0.0 Ibs OK .. ..for 1.5 : 1 Stability = 0.0 Ibs OK oad Factors Building Code CBC 2007 Dead Load 1.200 Live Load 1 .600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Soil Data | Footing Dimensions & Allow Soil Bearing = 1 ,000.0 psf Toe Width = Equivalent Fluid Pressure Method Heel Width = Heel Active Pressure = 30.0 psf/ft Total Footing Width = Toe Active Pressure = 30.0 psf/ft Footing Thickness = Passive Pressure = 250.0 psf/ft Soil Density, Heel = 1 20.00 pcf ^vlSth - Soil Density, Toe 120.00 pcf Key Distance from Toe = FootingllSoil Friction = 0.350 o -i k u. . • fc = 2'°°° PSi Fy =Soil height to ignore Footi Concrete Density =for passive pressure = 0.00 in a 0 . ' _H/iin. r\s /o — Cover @ Top = 2.00 in @ Lateral Load Applied to Stem | Adjacent Footing Load Lateral Load = 0.0#/ft Adjacent Footing Load - ...Height to Top = 0.00ft Footing Width ...Height to Bottom = 0.00ft Eccentricity Wall to Ftg CL Dist Footing Type at Back of Wall Poisson's Ratio = I Stem Construction | Top stem 2nd Design Height Above Ftc ft= 2.67 0.00 Wall Material Above "Ht" = Masonry Masonry Thickness = 8.00 12.00 RebarSize = #4 #4 Rebar Spacing = 16.00 16.00 Rebar Placed at = Edge Edge fb/FB+ fa/Fa = 0.066 0.318 Total Force @ Section Ibs = 81 .4 375.0 Moment.. ..Actual ft-#= 63.2 625.0 Moment Allowable ft-#= 1,193.2 2,087.8 Shear Actual psi= 1.4 3.7 Shear Allowable psi= 38.7 38.7 Wall Weight psf= 78.0 124.0 Rebar Depth 'd' in = 5.25 9.00 LAP SPLICE IF ABOVE in = 24.00 24.00 LAP SPLICE IF BELOW in = 24.00 HOOK EMBED INTO FTG in = 6.26 fm psi= 1,500 1,500 Fs psi= 20,000 20,000 Solid Grouting = Yes Yes Modular Ratio 'n' = 21.48 21.48 Short Term Factor = 1 .000 1 .000 Equiv. Solid Thick. in= 7.60 11.60 Masonry Block Type = Medium Weight Masonry Design Method = ASD Concrete Data f c psi = Fy psi = Strengths | 1.83ft 1.67 3.50 12.00 in 8.00 in 8.00 in 0.67ft 60,000 psi 150.00 pcf 0.0018 Btm.= 3.00 in ~ 1 0.0 Ibs 0.00ft 0.00 in 0.00ft Line Load 0.0ft 0.300 Solid Grout 12.inMasw/#4@ 16.ino/c Solid Grout #4@16.in @Toe Designer select #0@0.in all horiz. reinf. @ Heel ^ee Appendix A 8"--- *^ .*» 8"— - fc- I '-10" : .:•: .» n ••. " '-' • ^ j ' - : 1 ^ • ^f pP^" I "} ' 1 3'-4" 2 3/4" V 2'-8" •^ 3" 2"i i L J 2'-2" 3'-6" If 3" f + 1 Servin'Engineering, Inc. Title Ray Baum equipment room wall Page: 2382 Camino Vida Roble, Suite F Job# . Dsgnr: ns Date: APR 21,2009 Carlsbad, CA 92011 Description.... 760-931-1792 Watt using city handout with small roof loading 760-931-1892 F3x This Wall in File: \\servineng\data\john\d\iobs\palomartrailerr '(C) 1989-2°°8 Cantilevered Retaining Wall Design__ Trace of principal calculations 1 Since CalcTrac is condensed and may be incomplete, it 2 may be easier to verify nearly any questioned result with 3 a five minute hand calc - and it may be a good exercise!. 4 Beginning of Trace 4/22/2009 7:37:30 RP2007-R Build 7154 5 Retained Height = 5.0000 ft 6 Selected CBC Load Factors: 01*1.2000,11=1.6000. H= 1.6000, W=1.6000, E=1,000 7 Noted that EFP Method being used 8 Heel active pressure = 30,000 pcf 9 Back-solving internal friction angle from density and EFP, angle = 36,870 deg 10 Actual Heel Width (past back of stem) = 0.670 ft 11 Soil Height for Stability (walWooting+bslope) = 6.0000 ft 12 Calculating Overturning Values 13 Arm = 2.0000 ft, Moment = 1,080.00 ft-# 14 Active Pressure @ Toe: [(0.000 + 12.000)/12]A2 * 30.000 / 2.0= -15.000 Ibs 15 Ann = (0.000 + 12.000) / 3 /12 = 0.333 ft, Moment = -5.000 ft-# 16 Toe Active Pressure Used To Resist Sliding, so ADD Soil over toe = -15.000 Ibs to Total Overturning Loads 17 Calculating Resisting Moments 18 Soil Wt Over Heel = 0.670 * 5.0000' 120.000 = 402.000 Ibs 19 Arm = 3.5000 - 0.670 / 2.0 = 3.1650 ft, Moment = 402.000 * 3.1650 = 1,272.33 ft-# 20 Axial Load on Stem Toe, DL Force = 75.000 Ibs 21 Arm = 21,960112.000 / 2.0 - 0.000 = 27.960 ft, Moment = 75.000 * 27.960 = 2,097.00 22 Top Stem Weight = 259.740 Ibs, Arm = (1.8300 + 0.667 / 2.0) = 2.1633 ft 23 2nd Top Stem Weight = 331.080 Ibs, Arm = (1.8300 + 1.000 / 2.0) = 2.3300 ft 24 Stem Avg. Arm = 27.081 ft, Total Moment = 15,999.85 ft-# 25 Earth @ Top Stem Setback, Weight = (1,000 - 0.667) * 120.000 * (5.0000 - 2.6700) = 93.200 Ibs, Arm = 2.6633 ft 26 Avg. Arm = 2,6633 ft, Moment = 248.223 ft-# 27 Footing Weight = 3.5000 * 12.000 * 150.000 = 525.000 Ibs, Arm = 3.5000 / 2.0 = 1.7500 ft, Moment = 918,750 ft-* 28 Key Weight = 0.667 * 0.667 * 150.000 = 525.000 Ibs. Arm = 0.670 + 0,667 / 2.0 = 1.0033 ft, Moment = 66.889 ft-# 29 Soil Vertical Component = 0.000 * 6.0000 * 6.0000 * 0.5 = 0.000 Ibs, Arm = 3.5000 ft, Moment = 0.000 ft-# 30 Total Resis. Wt = 1,752.69 Ibs. Moment = 4,014.26 ft-* 31 Calculated Stem Forces for Preliminary Checks 32 Cantilevered Stem Calculations 33 Top Stem Section: Shear = 81.434 Ibs, Moment = 63.247 ft-# 34 2nd Top Stem Section: Shear = 375.000 Ibs, Moment = 625.000 ft-# 35 Calcualting Actual Shear Stress 36 Top Masonry Stem, fm = fm * LDF = 1,500.00 * 1.000 = 1,500.00 psi 37 'd' to rebar = jd = 0.909 * 5.2500 in 38 Shear Area = 57.639 in2 (from internal table) 39 Unit Shear Stress = 81.434 / 57.639 = 1.4128 psi 40 2nd Top Masonry Stem, fm = fm * LDF = 1,500.00 * 1.000 = 1,500.00 psi 41 'd' to rebar = jd = 0.928 * 9.0000 in 42 Shear Area = 100.671 in2 (from internal table) 43 Unit Shear Stress = 375.000 /100.671 = 3.7250 psi 44 Determine Allowable Moments 45 Top Masonry Stem Capacity = 14,318.06 in-# 46 2nd Top Masonry Stem Capacity = 25,053.70 in-# 47 Top Masonry Stem Shear Capacity = 1.000 * fmin(sqrt( 1,500.00), 50.0) = 38,730 psi 48 2nd Top Masonry Stem Shear Capacity = 1.000 * fmin(sqrt( 1,500.00), 50.0) = 38.730 psi 49 Calculate Bar Lap Lengths 50 Top Stem. Embed into Masonry ABOVE = 24.000 51 Top Stem. Embed into Masonry BELOW = 24.000 52 2nd Top Stem, Embed into Masonry ABOVE = 24.000 53 2nd Top Stem, Hooked Embed into Concrete Footing BELOW = 6.2610 54 Calculating Soil Pressure 55 Toe Bar Depth = 12.000 - 3.0000 - 0.5 = 8.5000 in, Heel Bar Depth = 12.000 - 2.0000 - 0.5 = 9.5000 in 56 Service Load Soil Pressures 57 P = 1.852.69 Ibs, Ecc = -0.453 in, Toe Pressure = 563.595 psf, Heel Pressure = 41.257 psf 58 Calculating Factored Load Shear in Footing= 59 P = 2,151.38 ibs, Ecc = -0.453 in. Toe Pressure = 46.966 psf. Heel Pressure = 41.257 psf 60 Shear @ Toe = (8.1392 - 1.2000 * (12.000 * 1.0417 + 0.000 * 0.833 + 0.000) * 21.960) / (12.0 * 8.5000) = 8.1392 psi 61 Shear @ Heel = (8.1392 - 603.000 - 0.000 - 0.000 - 0.000) / (12.0 *.9.5000) = 1.8659 psi Servtn'Engineering, Inc. Title : Ray Baum equipment room wall Page: 2382 Camino Vida Roble, Suite F Job# : Dsgnr. ns Date: APR 21,2009 Carlsbad, CA 92011 Description.... 760-931-1792 Wall using city handout with small roof loading 760-931-1892 Fax This Wall in File: \\servineng\data\john\d\iobs\palomartrailerr '(C) 1989"2°08 Cantilevered Retaining Wall Design Trace of principal calculations 62 Shear Distances from Edge; Toe = 24.960 in, Heel = 11.040 in 63 Toe Upward Moment = 1,381,64 ft-# 64 Toe Downward Moment = 1,2000 * (12.000 * 1.0417 + 0.000 * 0.833 + 0,000) * 24.960A2 / 2.0 = 389.376 ft-# 65 Moment @ Toe, Upward = 16,579.63 ft-#, Downward = 1.2000 * (12.000 * 1.0417 + 0.000 * 0.833 + 0.000) * 24,960*2 / 2.0 = 992 66 Design Toe Moment <= 5,5 * dA2 * SQRT(fc) —» No Reinforcing Used 67 Heel Upward Moment = 246.249 ft-# 68 Heel Downward Moment = 1.2000 * (12.000 * 1.0417 + 60.000 * 0.833 + 0.000 + 0.000) * 11.040A2 / 2.0 = 380.880 ft-# 69 Add moment due to vertical soil component = 1.6000 * 0.000 * 8.0400 = 0.000 ft-# 70 Preliminary Design Moment = -1,615.576 ft-# 71 Design Heel Moment « 6.5 * dA2 * SQRT(fc) —» No Reinforcing Used 72 Soil Height for Passive Pressure = 8.0000 + 12.000 + 0.000 = 20.000 in 73 Sliding Resistance due to Friction = 1,752.69 * 0.350 = 613.440 Ibs 74 Friction Resistance adjusted for Specified '%' = 1.000 * 613.440 = 613.440 Ibs 75 Sliding Passive Pressure = (20.000 - 0.000) * 1.7361 * (20.000 - 0.000)/2.0) 76 + (0.000 * 1.7361 * (20.000 - 0.000)) = 347.222 Ibs 77 Passive Resistance adjusted for Specified '%' = 1.000 * 613.440 = 347.222 Ibs 78 Sliding Factor of Safety = (347.222 + 613.440) / 525.000 = 1.8298 Ibs 79 Calculating Footing Rebar Requirements 80 RHo:Balanced = 0.850 * 2,000.00 / 60,000.00 * 0.850 * (87000.0 / (87000.0 + 60,000.00)) = 0.014 81 Calculated Stem Forces for Final Checks 82 Cantilevered Stem Calculations 83 Top Stem Section: Shear = 81.434 Ibs, Moment = 63.247 ft-# 84 2nd Top Stem Section: Shear = 375.000 Ibs, Moment = 625,000 ft-# 85 Calcualting Actual Shear Stress 86 Top Masonry Stem, fm = f m * LDF = 1,500.00 * 1.000 - 1,500.00 psi 87 'd' to rebar = jd = 0.909 * 5.2500 in 88 Shear Area = 57.639 in2 (from internal table) 89 Unit Shear Stress = 81.434 / 57.639 = 1.4128 psi 90 2nd Top Masonry Stem, fm = f m * LDF = 1,500.00 * 1.000 = 1,500.00 psi 91 'd' to rebar = jd = 0.928 * 9.0000 in 92 Shear Area = 100.671 in2 (from internal table) 93 Unit Shear Stress = 375.000 /100.671 = 3.7250 psi 94 Determine Allowable Moments 95 Top Masonry Stem Capacity = 14,318.06 in-# 96 2nd Top Masonry Stem Capacity = 25,053.70 in-# 97 Top Masonry Stem Shear Capacity = 1.000 * fmin(sqrt(1,500.00), 50.0) = 38.730 psi 98 2nd Top Masonry Stem Shear Capacity = 1.000 * fmin(sqrt(1,500.00), 50.0) = 38.730 psi unttiNue. in mm i_ ^rc.u. 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