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1520 SANDALWOOD LN; ; CB072977; Permit
02-27-2008 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 CB072977 Building Inspection Request Line (760) 602-2725 1520 SANDALWOOD LN CBAD RESDNTL Sub Type 2051304500 Lot# $63,318 00 Construction Type Reference # 0 Structure Type 0 Bathrooms EMBER RES- ADD 352 SF FAMILY ROOM & 167 SF OFFICE RAD 0 VN Applicant BRIAN FASSINO 4275 LINDA VISTA DR FALLBROOK 92028 661 599 8900 Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check* ISSUED 11/30/2007 LSM 02/27/2008 02/27/2008 Owner EMBER FAMILY TRUST 05-22-96 C/O LAURA EMBER 1266 STRATFORD LN CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add'l 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'l Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee STORAGE ATTACHED $445 06 $0 00 $289 29 $0 00 $0 00 $633 $0 00 $000 $0 00 $000 $000 $000 $000 $000 $000 $000 $000 $000 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (3104193) License Tax (43041 93) 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 $6300 $2000 $2850 $000 $000 $000 $000 $000 $000 $852 18 Total Fees $852 18 Total Payments To Date $289 29 Balance Due $562 89 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/sxactions 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 I as previously otherwise expired City of Carlsbad » , 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 Building Permit Application Plan Check No G&ft-)3£\ IT") Est.Value £,3 31 & Plan Ck. Deposit Pate /(/ JOBADDRESS/510SAoPA(_U3^o LAU£ CT/PROJECT H LOTS PHASE* |# OF UNITS # BEDROOMS SUITE#/SPACE#/UNIT# # BATHROOMS APN <&* -C*>0 -^fST -CO TENANT BUSINESS NAME CONSTR TYPE OCC GROUP DESCRIPTION OF WORK fZcojA ADCMT7OA-C EXISTING USE PROPOSED USE GARAGE (SF) CONTACT NAME (If Different Fom Applicant) ADDRESS H^.^^> H/Jf^1 Vt'SrA OSLO'S CITY F-irACC&Q^dC^— ^ PHONE _ STATE ZIP ^A ^202^8 FAX EMAIL f-j*^ 5"S i oo £LGJ-^*SrtV2-O CTZO AJ Q>P VA f~"f ^-* * ^-Crt PROPERTY OWNER NAME ^_ .->,*• ADDRESS 1 *3 2 ts ^AAJD/IC^ c-«-icaciO i^-^t-^ CITY ^ArrZA-S.'EACi £T PHONE EMAIL ARCH/DESIGNER N'AME & ADDRESS STATE ZIP A FAX STATE LIC # PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES D # NO D YES D NO D YES D NO d APPLICANT NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR BUS NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL STATE LIC # CLASS CITY BUS LIC # [Sec 7031S 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 (or such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code) 'L ' L 'L ' *~ ""'" '" "L" -"---•• •- ' 'r._. -tnit r L.. _J_i . r_- - * ...I .- .1 I -l— 1 I i_. -/ *. .1 c... i i i J.M rrrnrm 'Section 7031S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) i Code} or that he is exempt therefrom, and the basis for the alleged exemption Any violation of giJW Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations O 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 P 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 workers compensation insurance carrier and policy number are Insurance Co Policy No Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less n Certificate of Exemption I certify that m 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 JS% CONTRACTOR SIGNATURE DATE .fc-;i ir I hereby affirm that I am exempt from Contractor s License Law lor the following reason O I as owner of Ihe 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 Ihe owner builder will have the burden of proving that he did not build or improve for the purpose of sale) I as owner of the property am exclusively contracting wilh licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractors License Law does not apply to an owner of properly who builds or improves thereon and contracts for such projects wilh contraclor(s) licensed pursuant to the Contractors 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 Ihe proposed properly improvement Cl Yes D No 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 / 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 / contractors license number) 5 I will provide some of Ihe worytJtTH have contracted (hired) Ihe following persons to provide the work mdicatedjinclude name / address / phone / type of work; 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 Acf Cl Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 Cl Yes CJ No Is the facility to be constructed within 1 000 feet of Ihe outer boundary of a school site' Cl Yes Cl No IF ANY OF THE ANSWERS ARE YES EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender s Name Lender's Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction (.hereby authonze representative 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 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 180 days from the date of such permit or if the building o^work authonzed by such permit is suspended or abandoned at any time after trie work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) ^APPLICANT'S SIGNATURE ^^~\ * „ _ ^/> f"N . DATE (Q(Q\ DATE PERMIT # JOB ADDRESS DESCRIPTION CODE DESCRIPTION INSPECTOR PLAN CHECK # ACT COMMENTS City of Carlsbad Bldg Inspection Request For 04/24/2008 Permit* CB072977 Title EMBER RES-ADD 352 SF FAMILY Description ROOM & 167 SF OFFICE Sub Type RAD 1520 SANDALWOOD LN Lot 0 Type RESDNTL Job Address Suite Location OWNER EMBER FAMILY TRUST 05-22-96 Owner EMBER FAMILY TRUST 05-22-96 Remarks Inspector Assignment RB Phone 6615998900 Inspector Total Time Requested By BRAIN Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg ^0 24 Rough/Topout _fj 1 34 Rough Electric 44 Rough/Ducts/Dampers Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 01/01/2008 14 Frame/Steel/Boltmg/Welding 0-1/01/2008 15 Roof/Reroof 01/01/2008 24 Rough/Topout C3./3V2008 14 Fra^e/Steel/Bolnng/Welding 03/31/2008 24 Rough/Topout 03/13/2008 11 Ftg/Foundation/Piers 03/12/2008 11 Ftg/Foundation/Piers 03/'2/2008 12 Steel/Bond Beam 03/10/2008 21 Underground/Under Floor 03/10/2008 22 Sewer/Water Service 03/10/2008 24 Rough/Topout Act we AP we CA CA AP CO CO AP AP AP Insp RB RB RB RB RB RB RB RB RB RB RB Comments FTGS & SLAB SEE NOTICE ATTACHED (1106- F5) CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME UL fsf FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? :.._.! YES FOR FURTHER INFORMATION, CONTACT BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 04/23/2008 Permit// CB072977 Title EMBER RES- ADD 352 SF FAMILY Description ROOM & 167 SF OFFICE Inspector Assignment RB Sub Type RAD 1520 SANDALWOOD LN Lot 0 Type RESDNTL Job Address Suite Location OWNER EMBER FAMILY TRUST 05-22-96 Owner EMBER FAMILY TRUST 05-22-96 Remarks 4 way inspection requested Total Time Phone 6615998900 Inspector Requested By BRIAN Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers frf Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp 04/01'2008 14 Pramc/S!eel/i3olting/Weld!ng WC RB 04/01/2008 15 Roof/Reroof AP RB 01/01/2008 24 Rough/Topoui WC RB 03/31/2008 14 Frame/Steel/Bolting/Welding CA RB 03/31/2008 24 Rough/Topout CA RB 03/13/2008 11 Fig/Foundation/Piers AP RB 03/12/2008 11 Fig/Foundation/Piers CO RB 03/12/2008 12 Steel/Bond Beam CO RB 03/10/2008 21 Underground/Under Floor AP RB 03/10/2008 22 Sewer/Water Service AP RB 03/10/2008 24 Rough/Topou! AP RB Comments FTGS & SLAB SEE NOTICE ATTACHED (1106-F5) CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION /£ PERMIT NO r* t, (760) 602-2700 1635 FARADAY AVENUE TIME ' 3 .7.>"^7A (Jl A — _ -^ f »\ FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? i_ J YES FOR FURTHER INFORMATION, CONTACT ^ PHONE BUILDING INS CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 03/12/2008 Permit# CB072977 Title EMBER RES- ADD 352 SF FAMILY Description ROOM & 167 SF OFFICE Inspector Assignment RB 1520 SANDALWOOD LN Lot 0 Type RESDNTL Sub Type RAD Job Address Suite Location OWNER EMBER FAMILY TRUST 05-22-96 Owner EMBER FAMILY TRUST 05-22-96 Remarks Phone 6615998900 Inspector Total Time CD Description 11 Ftg/Foundation/Piers 12 Steel/Bond Beam Act Comments Requested By BRIAN Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 03/10/2008 21 Underground/Under Floor AP RB 03/10/2008 22 Sewer/Water Service AP RB 03/10/2008 24 Rough/Topout AP RB (1106-F5) CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION / £" PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME *- * A 2 n ^ " i> •Sx 7 f4- FOR INSPECTION CALL (760) 602 2725 RE INSPECTION FEE DUE? FOR FURTHER INFORMATION CONTACT YES PHONE CODE ENFORCEMENT OFFICER "A Quality Assurance Firm" TESTING SERVICES & INSPECTION INC. 3030 Mam Street San Diego CA 92113 (619) 234-9904 (619) 234-4931 fax VISUAL INSPECTION REPORT Project Name EMBER RESIDENCE Project Address 5120 SANDALWOOD LANE Permit Number CB07-2977 Architect PASSING CONST DESIGN Engineer MIKE SURPRENANT File Number N/A General Contractor OWNER BUILDER Job Number N/A Contractor Domg Reported OWNER BUILDER Other N/A Lab Receiving & Testing Constr Mat I Samples N/A Other N/A INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION INSPECTION CHECK LIST Field Shop Concrete Cylinders Reinforcing Steel Plan/Specs Sl)3 Concrete Mortar Samples Cone Mi.x/PSI Clearances Structural Steel Grout Samples Cone Mix/PSI Positions Masonry Masonry Prisms All Thread Bolts Sizes Fireproofing Masonry Block Expansion Anchors Laps Pile Driving Reinforcing Steel Mortar Typc/PSI Consolidation Roofing Fireproofing II S Bolts Torque Applied Specialty Asphalt Concrete Electrode Tension Applied Soils Engineer Roofing Steel Epoxy SIMPSON ICC 1772 Bolt Pull Out Steel Fireproof Drilled Holes PER PLAN Prc stress Concrete High Strength Bolls Units Block Corrective Action Epoxy Bolt Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf Tendons Corrections Complete Mechanical Other Other Electrical Other Epoxy SIMPSON STRONG TIE Batch Plant Other Other Inspection Date 4/03/08 EPOXY BOLT INSTALLATION INSPECTION VERIFIED HOLE SIZE AND DEPTH OBSERVED MOLE CLEAN OUT WITH COMPRESSED AIR AND BRUSH MONITORED EPOXY BOLT INSTALLATION IN THE FOLLOWING LOCATIONS 1 2 5/8 ALL THREAD BOLTS AT EXISTING BEDROOM WALL INTO EXISTING FOOTING 2 2 5/8 ALL THREAD BOLTS AT EXISTING KITCHEN WALL INTO EXISTING FOOTING 3 EPOXY-SIMPSON STRONG TIE SET 22 ICC 1772 EXP 5/09 EMBED AS PER PLAN SHEET SD3 CERTIFICATION OF COMPLIANCE All of the reported work unless otherwise noted complies with approved plans specifications and applicable sections of the building codes This report only covers the locations of the work inspected and does not constitute engineering opinion or project control INSPECTOR NAME STANLEY L SCHLAGER CERTIFICATE NUMBER 455 NOTE Inspections based on a 4-hour minimum, actual time after 4 hours, 2 hour show up minimum for job cancellations Overtime effective on Saturdays, double time on Sunday SUBMITTED TO COD/PASSING CONSTRUCTION/ CITY OF CARLSBAD EsGil Corporation In (Partnership with government for (BuitcCing Safety DATE 02/12/2008 ^ Ca juRjsp JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO CB072977 SET II PROJECT ADDRESS 1520 Sandalwood Ln PROJECT NAME Addition for the Ember Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI 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 Brian Fassmo 4275 Linda Vista Dr Fallbrook CA 92028 XI 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 Brian Fassmo Telephone # (661) 599-8900 Date contacted (by ) Fax # 760-731-2206 ail Telephone Fax In Person XI REMARKS Energy forms on sheet A-2 need to be signed By Aaron Goodman Enclosures Esgil Corporation D GA D MB D EJ D PC 02/07/2008 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 ^ (858)560-1468 * Fa\(S5S)o60-1576 EsGil Corporation In Partnership with government for Quitting Safety DATE December 11, 2OO7 a APPLICANT JURISDICTION City of Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO CB072977 SET I PROJECT ADDRESS 1520 Sandalwood Ln. PROJECT NAME Addition for the Ember Residence 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 Brian Fassmo 4275 Linda Vista Dr Fallbrook CA 92028 Esgil Corporation staff did not advise the applicant that the plan check has been completed [X Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Brian Fassmo Telephone # (661) 599-8900 Date contacted ^/^(by^^J Fax # None Provided Mail Telephone >/ Fax In Person ~~l(pO~'r~J<3i-~ & REMARKS By Steve Sanders Enclosures Esgil Corporation D GA D MB D EJ D PC 12/4/07 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 City of Carlsbad CB072977 December 11, 20O7 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO CB072977 JURISDICTION City of Carlsbad PROJECT ADDRESS 152O Sandalwood Ln FLOOR AREA Addition 519 sq ft REMARKS DATE PLANS RECEIVED BY JURISDICTION 11/30/07 DATE INITIAL PLAN REVIEW COMPLETED December 11, 2007 STORIES 1 HEIGHT 16'-6"Approx DATE PLANS RECEIVED BY ESGIL CORPORATION 12/4/07 PLAN REVIEWER Steve Sanders 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 (or 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 City of Carlsbad CB072977 December 11, 2007 ' Important Notice Regarding the 2007 CBC If you are an architect, engineer, designer or contractor that performs work within the State of California, please be advised that a new building code will take effect on January 1, 2008 The new building code is based on the 2006 International Building Code (IBC) and it is significantly different than the Uniform Building Code (UBC) All plan review applications submitted after December 31. 2007 will be required to comply with the new code The 2007 CBC is currently available for purchase directly from the International Code Council, at www iccsafe orq Please make all corrections, as requested in the correction list Submit three new complete 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 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 2 Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations (California Business and Professions Code) 3 Provide calculations for mam vertical and horizontal framing members and footings Section 10633 4 Provide calculations for lateral loads, shear panels, shear transfer and related Section 10633 City of Carlsbad CB072977 December 11, 20O7 The regulations require a properly completed and properly signed Form CF-1R (4 pages) to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design Please sign both areas of the compliance statement on page 7 of the CF-1R forms on the plans 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 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Steve Sanders at Esgil Corporation Thank you City of Carlsbad CB072977 . December 11, 2OO7 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PREPARED BY Steve Sanders BUILDING ADDRESS 1520 Sandalwood Ln. PLAN CHECK NO CB072977 DATE December 11, 2007 BUILDING OCCUPANCY R-3 TYPE OF CONSTRUCTION VN BUILDING PORTION Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 519 cb Valuation Multiplier 121 94 By Ordinance Reg Mod VALUE ($) Rlda Permit Fee bv Ordinance ^ 1 63,287 63,287 $445 05 Plan Check Fee by Ordinance Type of Review CH Repetitive Fee Repeats Complete Review D Other [—I Hourly Structural Only Hour* Esgil Plan Review Fee $28928 $249 23 Comments Sheet 1 of 1 macvalue doc City of Carlsbad Public Wo r ks -ff E n g i n e e ri n g BUILDING PLANCHECK CHECKLIST DATE 2/7/<f)PLANCHECK NO CB BUILDING ADRESS 1$<2-O PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER - [ 30 - ^ 5 EST VALUE 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 D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see\the/ attached report of deficiencies marked with dr'Make necessary corrections to plans or specificauqns for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By Date Date Date FOR OFFICIAL USE ONLY By ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT -^ Date ('ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application g Right-of-Way Permit Submittal Checklist and Information Sheet D Storm water Applicability Checklist ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 1635 Faraday Avenue Carlsbad, CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract • Carlsbad CA 9200^-7314 • (76O) 602-2720 ° FAX (76O) 602^5^2 BUILDING PLANCHECK CHECKLIST SITEPLAN D D 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures C Existing Street Improvements D Property Lines E Easements 2 Show on site plan Rig ht-of- Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " , Existing & Proposed Slopes and Topography -SUc*^ ^(o^ie. <S»JT f^ftfC Size, type, location, alignment of existing or proposed sewer arid water slervice (s that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards ~)o3 Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS HH CD 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3F D D checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 010 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans 7b 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 n Grading Inspector sign off by Date 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F BUILDING PLANCHECK CKLST FORM doc ,ST D D BUILDING PLANCHECK CHECKLIST 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 8 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 Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7138, for assistance Industrial Waste permit accepted by Date 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first O( ^ J} A I1 \JLJO^4- fJV V V 10 a STORM WATER APPLICABILITY CHECKLIST Requires PSWP (project storm water permit) # D Not required 11 FEES G Required fees are attached n^No fees required F \BUILDING PLANCHECK CKLST FORM doc ,ND D BUILDING PLANCHECK CHECKLIST WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) 12b Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection F \BUILDING PLANCHECK CKLST FORM doc ..ST BUILDING PLANCHECK CHECKLIST 3 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future CD D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments F BUILDING PLANCHECK CKLST FORM doc ^Geographic Information System - Microsoft Internet E^ore£0r9;$^i | x] OS MM lorer provided by City of Carlsbad .!> > ' :.^f -•'"";.:••;s •.-''.'' ••U*-!^,U7*£..:;; ^^'iav'Sv^iSJ^iWi .. Refresh Map I Visible Actwe r r r r r r r F r r r r r r r r r r Layers Surveyed City Boundary Municipal Boundaries Beach Overlay Deferred Certification Commercial Visitor Overlay Coastal Zone Street Names Streets Facilities Drainage Basins Storm Dram Outfalls nptpntmn Racine ^ — Jd fpP"'':?-^^:"''-T??\e:r'^tl Start 240PM ,-\70014560[l].tif - Microsoft Office Document Imaging 1 i Q Q 5 » 8 •g -S 3 (DOG 555 c c c jO CO 10 Q_ Q_ Q. El D D D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB072977 Address 1520 Sandalwood Ln Planner Deborah Milam Phone (760) 602-4619 APN 205-130-45-00 Type of Project & Use residential addition Net Project Density DU/AC Zoning R-1 General Plan RLM Facilities Management Zone 1 CFD (m/out) #_Date of participation Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES D NO |^ TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO DATE. PROJECT NO OTHER RELATED CASES YES D NO Kl TYPE Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NO M CA Coastal Commission Authority? YES Q NO Q If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan NA Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES Q NO Q (Effective date of Inclusionary Housing Ordinance - May 21,1993 ) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') F \Plan Checks\CB072977 doc Rev 3/06 \ Site Plan D 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) Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES Q NO IEI 2 Project complies YES D NCQ D D Zoning 1 Setbacks not shown Front Required Interior Side Required. Street Side Required. Rear Required. Top of slope Required. 2 Accessory structure setbacks na Front Required. Interior Side Required Street Side Required. Rear Required. Structure separation Required. 3 Lot Coverage Required Shown. Shown Shown. Shown Shown Shown Shown. Shown Shown. Shown Shown 4 Height /I Required Shown S*''V*r Spaces Required 1- Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments Correction #1 Please show the Aigfance from property lines to the proposed additions and existing garage on the title page CoTtec'tion #2 Please dimension the existing garage on the title page Correction #3\yfease note height of proposed additions on the elevations page Correction #4 Please\ylclude the APN on the title page OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE F \Plan Checks\CB072977 doc Rev 3/06 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS Project* Ember Residence 1250 Sandalwood Lane Carlsbad, California Prepared for Fassino Construction & Designs 4275 Linda Vista Drive Fallbrook, California 92028 Project No 07183 Date February 1, 2008 335 15th Street San Diego, California 92101 Tel (619) *""<•' JOB.09-133 MIKESURPRENANT SHEET NO 1 OF. & ASSOCIATES CALCULATED BY_JZL>i__: DATE. Consulting Structural Engineers CHECKED BY DATE. SCALE TABLE OF CONTENTS PAGE 1 PROJECT SCOPE t- 2 DESIGN CRITERIA SUMMARY ^ DESIGN LOADS vi VERTICAL ANALYSIS A HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC ) B VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC ) LATERAL ANALYSIS A SEISMIC/WIND COEFFICIENTS B Wt, (DEAD LOADS) (O C LATERAL LOAD DISTRIBUTION - D LATERAL LOAD-RESISTING DESIGN I SHEARWALL DESIGN JJ II CANTILEVERED STEEL COLUMN ELEMENTS ^ III STEEL MOMENT FRAMES ~ FOUNDATION DESIGN A CONTINUOUS FOOTINGS B SPREAD FOOTINGS C RETAINING WALLS D SPECIAL SYSTEMS I GRADE BEAMS II DEEPENED PIERS SCHEDULES |fe A SHEARWALL SCHEDULE 17 B HOLD DOWN SCHEDULE I ft C SPREAD FOOTING SCHEDULE ft Job. & s"— Consulting Structural Engineers Sheet No of \1 Calculated by. Checked by _ Scale Date Date PROJECT SCOPE Q Provide vertical & lateral load calculations for a proposed approximate 512 square foot addition to an existing one-story single family residence at 1250 Sandalwood Lane, Carlsbad, California Residence to be constructed utilizing primarily wood-frame construction Roof framing to consist of conventional stick-frame, and the foundation system to consist of a concrete slab-on-grade with deepened perimeter footings A soils report was not provided for this project Therefore, the foundation design will be based on the minimum soil bearing capacity as specified in the current version of the International Building Code (IBC) Mike Surprenant & Associates makes no representations concerning the suitability of the soils and/or minimum soil values allowed by the IBC These calculations have been prepared for the exclusive use of Brian Fassino and his design consultants for the specific site listed above Should modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices JOB. MIKESURPRENANT &ASSOaATES Consulting Structural Engineers SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. DESIGN CRITERIA SUMMARY GOVERNING CODE CONCRETE MASONRY MORTAR GROUT. REINFORCING STEEL STRUCTURAL STEEL WELDING- SAWN LUMBER I-JOISTS MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS 2007 C B C f c = 2500 PSI, NO SPECIAL INSPECTION REQ'D, (UNO) ASTM C90, f m = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (U N O.) ASTM C270, f c = 1800 PSI, TYPE S ASTM C476, f c = 2000 PSI ASTM A61 5, Fy - 40 KSI FOR #3 AND SMALLER ASTM A61 5, Fy = 60 KSI FOR #4 AND LARGER (UNO) ASTM A992, Fy = 50 KSI (ALL 'W SHAPES, ONLY) ASTM A36, Fy = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, Fy = 35 KSI (STRUCTURAL PIPES) E70-T6-TYP. FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC TrusJoist MacMillan - ICC ESR-1 153 - (TJI & TJI/PRO MEMBERS) TrusJoist MacMillan - ICC ESR-1387 - (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) SOIL-EXISTING NATURAL SOIL VALUES PER CBC TABLE 1804 2 SOIL CLASSIFICATION - P SOILS REPORT BY DATED ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION _PSF J>CF _PCF PCF ! f 1 ^Tl^ujmp MIKE SURPRENANT 4 r*i \^ Consulting Structural Engineers CALCUI ATPD BY CHECKED HV SCALE OF DATE riATF 07-! e? 11 " DESIGN LOADS MATERIAL. ROOF SLOPE DEAD LOAD ROOFING MATERIAL SHEATHING RAFTERS/C J (or) TRUSSES INSULATION DRYWALL OTHER (ELEC , MECH , MISC ) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD FLOOR MATERIAL DEAD LOAD FLOORING FINISH LT. WEIGHT CONCRETE ( in ) SHEATHING JOISTS DRYWALL OTHER (ELEC , MECH , MISC ) TOTAL DEAD LOAD LIVE LOAD TOTAL LOAD EXTERIOR WALL FINISH STUDS DRYWALL INSULATION EXTERIOR FINISH OTHER TOTAL LOAD INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD CASE1 4 >2- 15 40 15 25 05 >5 0 PSF 16 .0 PSF I,?, 0 PSF FLOOR A/A PSF 20 35 25 3.0 0 PSF 0 PSF .0 PSF 10 PSF 25 15 to o 10 H, 0 PSF &MM PSF 15 4.0 15 25 0.5 ,0 PSF .0 1»SF .0 PSF PSF 20 35 25 3,0 , 0 PSF .0 PSF .0 PSF 1.0 PSF 25 15 0 ' 1.0 .0 PSF 10 PSF 50 LQ7,0 PSF |Fljjkyie^ MIKE SURPRENANT ^ |Q &\J A '\m „ 1 oox-v.™ JOTMTO SHPFTNO . 7 OF I " If * 1 «• A.3,3V^i.ft.J.CO r*i \e=tv Consulting Structural Engineers rAicniATpoHY rHpr.KPDHV snAi P DATE nATF HORIZONTAL MEMBER DESIGN LEVEL: fctfPf' MEM3BEBS: <Sfe*r MS LABEL: ¥&-\ SPAN= Ik FT 13 UNIFORM LOAD d POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) * 1 "•" P2 ~ RL = VMAX = MMAX= USE: 4Xlj5 PfW GRADE MC.V C: ALT: W»7- Of-U^ GRADE. KJ" 1- C. •- / 2*10^ Ibs R»> t^«>V 2/?OM Ibs E = ibdO ttblb ft-lbs IRBO-D = HH ksi in4 LABEL: ?$>''2- SPAN= tcl FT. D UNIFORM LOAD D, POBfT LOAD (CENTERED) Q CUSTOM LOADING (SEE DIAGRAM) W /2 'ZLn/'i Y H? £• '/> ^ "' 7£$t^Wj = ( ' s^yf^ (*) ' ? Pi - "B 'O _."2 = «L = VMAX = H . MMAX= <IV prU GRADE **» ^ C ALT- GRADE. C r . i /X«S ibs E = if 60 byb& ft-lbs IREO-D = 2^4 • jcsi .in4 - LABEL: C&-) SPAN= ^7 FT E UNIFORM LOAD 0! POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) W2= /„, . \ P2 = RL = . VMAX = / -7MM1 Ibs R.= 74MT 9M^"7 ibs E = ItfiO ,; MMAX= H6ll ft-lbs IREO'D=21-^ USE: ^'ft* l& (r^ GRADE ^-^^'i^V C <L-n> ALT: GRADE C Ibs in4 MIKE SURPRENANT Consulting Structural Engineers RHFFTNn 07-/33 OF DATE. DATE. SCALE. MEMBERS: LABEL:.SPAN=FT D UNIFORM LOAD IS POJNTljOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) USE-. ALT: VMAX = MMAX= 1452, Jbs .lbs ft-lbs E =_ IREQ-D GRADE.. "GRADE: c c Jbs ksi jn4 LABEL..SPAN=FT. D UNIFORM LOAD D POINT LOAD (CENTERED) P CUSTOM LOADING (SEE DIAGRAM) w, Pl USE:. ALT: RL = . VMAX=. MMAX= Jbs Jbs ft-lbs RR = _ E =_ IKEQW GRADE. GRADE c._ C:_ Jbs ksi in LABEL:.SPAN=FT D UNIPORMLOAD D POINT LOAD (CENTERED) D CUSTOM LOADING (SEE DIAGRAM) RL = . VMAX=. MMAX= Jbs Jbs ft-lbs RH = _ E =_ IREQ-D USE: ALT .GRADE.. GRADE .C:. C Jbs j£Sl m Title Ember Residence Dsgnr Mike Bishop Description Job* 07-183 Date 1247PM 16 JAN 08 Scope Page of 580004 User KW-0603057 Ver 5 8 0 1 NOT 2006 (c)1983-2006 ENERCALC Engineering Software -- - •"" -- General Timber Beam Page 1 ember 07 183 ecwCafcuMiorw I - - ' Description RR-1(2x8@16"oc) 1 6«rmrai Information — j ™-TOS*,itf?T3T:v - "•• " Section Name 2x8 Beam Width Beam Depth Member Type Bm^VL Added to Loads Load Our Factor Beam End Fixity Wood Density CodeRef 1997/2001 NDS, 2000/2003 IBC 2003 NFPA 5000 Base allowables are. user defined ' -• -•' ....-: - - T«. ;•- -sr- -~ ' 1 500 in 7250m Sawn 1250 Pin-Pin 35000pcf Full Length Uniform Loads Center DL Left Cantilever Right Cantilever DL DL Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 2000#ffi " "" ""3 Lt'"w #m LL #ffl LL 1100ft ft ft No 2 9000 psi 1800 psi 625 0 psi 1,6000kst 2400 m. m #m Lu 1100ft LU ooon Lu 000ft Repetitive Member i \ Summary •; Span* 11.00ft, Beam Width = 1 Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max Q Left Support Max @ Right Support Max Mallow fb 644 24 psi Fb 845 00 psi 500m x Depth = 725in, 0762 1 07 k-ft 09 k-ft 0 71 k-ft at 000 k-ft at 000 k-ft 000 k-ft 093 fv 31 70 psi Fv 225 00 psi Ends are Pin-Pin Maximum Shear * 1 5500ft 0000ft Reactions LeftDL Right DL Allowable Shear Camber 012 k 012k 5 ©Lett @ Right ©Left @ Center @ Right Max Max Deflections Beam Design OK 03 k 24 k .026k 026k 0000 in 0 147in 0000 hi 026k 026k J Center Span Deflection Location Length/Defl Camber ( using 1 5* DL © Center ®Left @ flight I Stress Calcs — >.- WSf»B8»»l»»3lSriWi'ia.^, • -'.- Bendtng Analysis Ck 30 585 Le Cf 1 200 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Dead Load -0098m 5500ft 1,3488 Defl) 0 147 in 0000 in 0000 in 20 232 ft 27975 Max Moment 071 k-ft 0 00 k-ft 0 00 k-ft @ Left Support 034k 1 532 m2 225 00 psi 026 k 026 k Total Load -0202 in 5500ft 65477 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0000 in 00 Sxx Cl 13 141 in3 0544 Area 10875 m2 1002 in3 0 00 m3 0 00 in3 @ Right Support 034k 1 532 in2 225 00 psi Bearing Length Req'd Beanng Length Req'd Allowable fb 845 00 psi 1 552 50 psi 1 552 50 psi 0000 In 00 0000 in 00 •'A 0 274 in 0 274 in Title Ember Residence Job* 07-183 Dsgnr Mike Bishop Date 1247PM, 16 JAN 08 Description Scope Page t> of I | UMrKw-oeosos? versao i-Nov2006 General Timber Beam Pa|je 2 ]_<c)1983-2006ENERCALC Engineering Software v»ciKriai I IIIIUCI DCdlll ember07 ISleiewCalculrtons Description RR-1 (2x8 @ 16" o c) i Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 000ft OOOk-ft 026k 0 0000 hi @ Right Cant Location = 000ft OOOk-ft 000k 00000 in @ Left Cant Location = 000ft OOOk-ft 000k 00000 in Mike Surprenant & Associates Consulting Structural Engineers Job Sheet No of Calculated by. Checked by _ Date _ Date Main Wind Force Resistma Svstem Method Used = Maximum Building Height (z) = Design Wind Speed = Exposure Category - G = CP = P = CHOSEN EXPOSURE = Method used = Occupancy Category = R = 1 = Site Class = Ss = S,= Seismic Design Category (SOS) = Seismic Design Category (SD1) - T.= CS = 0^ = C«-| Site Class A B C D E WIND DESIGN Analytical Procedure 16 85 085 100 B 070 100 085 -018 080 1101 Exposure B C D feet mph I psf |psf a 70 95 115 (85 mph for California) (perASCE-7 6563) Zg a BA d B c I E5* 2**> 1200 014 0.84 025 045 030 320 2J|& /. . ,r|j^' < ' * 900 011 100 015 065 0.20 900 ^MST- T5 :v 700 009 107 011 080 015 650 0 tl 7 SEISMIC DESIGN Equivalent Lateral Force Procedure 2 (1 2,3 4) (Residential = 2) 65 10 D 175 074 D ,' P. 016 018 071 006 0179 | 9 9 sec (6 5 for wood shear walls) (Residential = 1 0) (A,B C D E) (02 sec) F,= 10 Sos= 1 17 g (1sec) Fv= 15 SD1= 074 g (Use the worst case seismic design category) p =| 1 3| [=> V=| 0167|Wx (CsKt*P)*W,/1 4 F. Fv Ss Values S, Values £025 08 10 1 2 16 25 05 08 10 12 1 4 1 7 075 1 2125 SOI 02 03 04 205 08 08 08 08 08 08 08 08 10 10 10 10 10 10 10 10 11 10 10 17 16 15 14 13 12 11 10 24 20 18 16 15 12 09 09 35 32 28 24 24 JOB. MIKESURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. Wt (DEAD LOADS) (SEISMIC) ROOF WEIGHT: LBS Exterior Wall Weight = (n ^i^foM^) Intenor Wall Weight = Total Weight (Tributary to Diaphragm) =. FLOOR WEIGHT: .LBS Exterior Wall Weight = . Intenor Wall Weight - . Total Weight (Tributary to Diaphragm) =. FLOOR WEIGHT: Diaphragm: .LBS .LBS .L9S .LBS Exterior Wall Weight = Intenor Wall Weight = Total Weight (Tributary to Diaphragm) = .LBS .LBS .LBS LBS TOTAL DEAD LOAD, Wt = BASE SHEAR, V = ° '^7 Wt =. UNIT SHEAR, v = V / Area (Applies to single level structures only) =. .LBS .LBS PSF . j. „:.*.-, -Ji.I- - • • 'II n1 *4XLaCT* MIKE SURPRENANTJFyl & ASSOCIATES r**i N;1 *• Consulting Structural Engineers JOB ^ ' " \\ SHFFTNO OF CAI CAH ATFn BY OATP c.Hi=rxen BY OATP SCAIF SHEARWALL DESIGN r^f Story Shearwalls Vy Direction Unit Lateral Load, v = ^'V Gridline f'^j )[}1(f} l/rf- Tnbutary Area (This Level) I It -\r ' 'J Lateral Load (This Level) Lateral Load (Level Above) Shearwaltf s) Length. L = Unit Wall Shear, v = P,(L ^% % plf Shearwall Type \^f Overturning: L= ^ ftUplift = fe*e f if- )fa£} * Holdown Anchor Type i^n Oridline /,j£ / "V \ , Tributary Area (This Level) ^""'a A'nwJ Lateral Load fThis Level) Lateral Load (Level Above) Shearwall(s) Length. L Unit Wall Shear, v = FJL = (0*? plf Shearwall Type ( f Overturning: L = ft Uphft = Hpldown Anchor Type i — i aridline P 07^)12-2^- Tributary Area (This Level) Lateral Load (This Level) Lateral Load (Level Above) Shearwall(s) Length. L = *Jlfi Unit Wall Shear, v = F,/L = plf Shearwall Tvpe (ti (^ ^ !&*<{ / \ Overturning. L = ft Uplift = Holdown Anchor Type i — iU feJL m ^\t,<* *- Total Load (All Levels). F, = ^V,t>^fl # ft Okay by Inspection ^ -^^ Lbs •/HTW VH^^ *<£ ,^ AS 79 3z.y- Total Load (All Levels). F, = t^u >° ft. ^ Okay by Inspection Lbs 161 ififc Total Load (All Levels). F, = -?&<&. ft j*(.i/vj4#i£ <j'of^e- ^ogo*V») - ?{(?)# M} Okay by Inspection Lbs ^ ^ v^j-ji (V> s _psf sq ft. Lbs Lbs Lbs sq ft Lbs Lbs Lbs sq.ft. Lbs Lbs Lbs ^ MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY- CHECKED BY SCALE OF DATE. DATE. Gridline Story Shearwalls Direction Unit Lateral Load, v Tributary Area (This Level) Lateral Load (This Level) Lateral Load (Level Above) Shearwall(s) Length, L Unit Wall Shear, v = FX/L = Shearwall Type Overturning: L = Uphft = . Total Load (All Levels), Fx =. ft plf ft . Okay by Inspection Lbs Holdown Anchor Type i — i Shearwall Type Overturning: L = Uplift = . . ft V Okay by Inspection LbsK --- • •" ' *••' • ' ii-"" Holdown Anchor Type i — i Gridline. Tributary Area (This Level) Lateral Load (This Level) Lateral Load (Level Above) ShearwalKs) Length, L Unit Wall Shear, v = F*/L = Shearwall Type \J_J Total Load (All Levels), Fx= / $ ft plf Overturning: L = Uplift = '. . ft V Okay by Inspection Lbs Holdown Anchor Type i — i \7h sq ft _Lbs _Lbs Lbs TnTiulftry Area fThis Level) ^— ' ^ Lateral Load (This Level) lateral Load (Level Above) Shearwall(s) Length. L = Unit Wall Shear, v = FJL = 1 51- Jf J \ ft* V' j Total Load (All Levels), Fx = 7 0 ft plf V>~*> gq. i loc,! Lbs Lbs /ofi Lbs .Lbs Lbs t i-liitifri—^— • MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE. FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = CONTINUOUS FOOTINGS psf (Per Design Criteria) |wn > t1• • • • I X / MARK. CF-1 Ftg Width (b) = J_2__ft WALLOW = ASBP (b) =/\S=»Op Depth of Ftg (h) = _LSL_ft. plf USE " WIDE x " DEEP. WITH _JL_ # _^ _ TOP & BOTTOM | MARK: CF-2 Ftg Width (b) = _.ft Depth of Ftg (h) =. WALLOW = ASBP (b) =_ ft plf WIDEx WMAX @ Gndlme _J_ WMAX @ Gndlme WMAX @ Gndlme WMAX @ Gndlme £o of- 'DEEP WITH plf plf plf TOP & BOTTOM USE CF-. USE CF-. USE CF-. USE CF- A. ->ii^»» •., MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF_I? DATE DATE CONTINUOUS FOOTINGS - MAX POST LOADS : max 2h(ft) h(ft) MARK: CF-1 PMAX = ASBP(b)(2h) =LBS MARK. CF-2 PMAX = ASBP(b)(2h) =__LBS MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO .(5 OF. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. SPREAD FOOTINGS - MAX. ALLOWABLE CONCENTRATED LOADS PMAX MARK P-l PMAX = ASBP(b)2 =. b(fU LBS h(ft) USE 24" SQUARE x 12^" DEEP WITH (2) # 4 EACH WAY @ BOTTOM MARK P£ PMAX = ASBP(b)2 =.131$LBS USE: 30" SQUARE x 12." DEEP WITH (3) # 4 EACH WAY @ BOTTOM MARK £3 PMAX * ASBP (b)2 =.LBS USE' 36" SQUARE x ^ " DEEP WITH (4) # 4 EACH WAY @ BOTTOM MARK.M PMAX = ASBP (b)2 = \LBS USE 42" SQUARE x M^ " DEEP WITH (5) # 4 EACH WAY @ BOTTOM MARK P^ LBS USE 48" SQUARE x \ -c, " DEEP WITH (6) # 4 EACH WAY @ BOTTOM JOB & ASSOCIATES SHEETNO OF- MIKE SURPRENANT »u - Consulting Structural Engineers CALCULATED BY DATE. CHECKED BY DATE. SCALE SCHEDULES MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. CO I * st Isit ii fefi it! 1 if MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE. HOLD-DOWN SCHEDULE 4x POST ui/ MSTC40 FLR-To-FLR HOLD-DOWN 4x POST u>/ MSTC52 FLR-To-FLR HOLD-DOWN 4x POST iu/ MSTC66 FLR-To-FLR HOLD-DOWN 4x POST ui/ MSTC48B3 HOLD-DOWN CTO 4x MIN BEAM BELOW ui/ MIN 38 lOd TO POST; 4x POST ui/ STHDI0 HOLD-DOWN 4x POST ui/ HDU2 HOLD-DOWN ON SSTBIfe A B 4x POST ui/ HDU4 HOLD-DOWN ON SSTB20 A B 4x POST ui/ HDU5 HOLD-DOWN ON SSTB24 A B 6x POST ui/ HDU8 HOLD-DOWN ON SSTB28 A B fex POST ui/ HDUII HOLD-DOWN ON SSTB28 A B 6x POST ui/ HDIM4 HOLD-DOWN ON SBIxSO A B NOTES 0 HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION 2) DEEPEN FOOTINGS TO PROVIDE 3" MIN CONCRETE COVER WHERE HOLD DOWN ANCHORS ARE LONGER THAN THE FTG DEPTH 3,) USE (RJ) OPTION ON STHD HOLD-DOWNS FOR RAISED WOOD SUB-FLOOR CONDITION 4) MSTC HOLD-DOWNS MAY USE 16d SINKERS fig lOd COMMON NAILS B; MSTC HOLD-DOWNS TO BE CENTERED BETWEEN UPPER * LOWER FLOORS MAXIMUM CLEAR SPAN = 18" NAILS NOT REQUIRED IN CLEAR SPAN (RIM BOARD} AREA REV JAN 2008 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO ._L3_OF_!*> CALCULATED BY_ CHECKED BY SCALE DATE- DATE. SPREAD FOOTING SCHEDULE SYMBOL <8> <8> <8> <&><£> SIZE AND REINFORCEMENT 24' SQUARE X ]Z_" 30' SQUARE X \1 " 36' SQUARE X fc ' 42' SQUARE X \1 ' 48' SQUARE X ^" DEEP W/ DEEP W/ DEEP W/ DEEP W/ DEEP W/ (2; * 4 EACH WAT (3; # 4 EACH WAT (4; * 4 EACH WAT (5.) # 4 EACH WAT (6; # 4 EACH WAT c/>m roen COento orn o -n>• «-• 10<O r5o O ^1 • M M -» S > = •a? e =ii if an * H =>iin!i 21 0*° at~** °* o-fr-1*1 1-09-14 i-t» -n OB - -* r+ CT O K»« •• o —*• 1. W> O ID oo oo O O Oo m C3 o ~n-i to m »-t na 3 s cn o ££ O O r^ tfi o O O o o 9 ^ *-< en*. 6 z &> 1-4 o ^ cn 10 cn 1-09-14 CD CDss O O M• -1 m to *'-*>' 00 o o m;^g s 3D Om 3: ° ° — "acn cn co ra-a_*._*. CD O O o o w ^» <o to co 10 co -*• m-si co ro -j cn **j coa> -^ o at u cn _* O CD OO -N!-— II II U II II g cn -* o-j. c& 10 co .a-^i cn -*j 10 ca itcn ca a> o -*- -* s CERTIFICATE OF COMPLIANCE RESIDENTIAL COMPUTER METHOD CF-1R Page 1 Project Title EMBER ADDITION Date 11/28/07 14 48 20 Project Address 1520 SANDALWOOD LANE ******* CARLSBAD, CA *v7 10* I I Documentation Author RON MOORE ******* | Building Permit I I Ron Moore Title 24 Energy Calcs I I 4152 Chasm Street I Plan Check / Date | Oceanside, CA 92056 I I 760-806-1026 I Field Check/ Date I Climate Zone 07 Compliance Method MICROPAS7 v7 10 for 2005 Standards by Enercomp, Inc 1 mCROPAS'J vl 10 File-EMBER Wth~CTZ07S05 Program-FORM CL-'-]R I | User#-MP131.5 User-Ron Moore Title 24 Energy Run-EMBER I M1CROPAS7 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance = (kTDV/sf-yr) Design Design Margin - - Space Heat.ing 0 06 6 76 1 30 = Space Cooling 9 94 10 97 -1 03 Total 18 00 17 73 0 27 *** Building complies with Computer Performance *** = *** Water Heating not calculated *** = GENERAL INFORMATION HERS Verification Conditioned Floor Area Building Type Construction Type Vintage Assumptions Fuel Type BuiJ.di.ng Front Orientation Number of Dwelling Units Number of Building Stories Weather Data Type Floor Construction Type Number of Building Zones C o n d11ione d V o1ume Slab-On-Grade Area Glazing Percentage Average Glazjng U-factor Average Glazing SHGC Average Ceiling Height Not Required 2254 sf Single Family Detached Existing+Addit i.on i Alteration. 1978-1983 NaturalGas front Facing 270 deg (W) 1 1 Full Year Slab On Grade 2 21395 cf 2254 sf 18 « ol" floor area 0 4 Btu/hr-sf-F 0 33 9 5 ft City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHF.R MITIGATION triis form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not Issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Descnption Building Type Residential Second Dwelling Unit Ember Addition CB072977 1520 Sandalwood Lane 205-130-45-00 Laura Ember Add 352 Sq foot family room & 167 Sq foot office SFD New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Residential Additions 519 Net Square Feet New Area Commercial/Industrial City Certification of Applicant Information Square Fget Floor i Carlsbad Unified School District 6225 El Cammo Real Carlsbad CA 92009 (331-5000) L DISTRICTS WITHI Date E CITY OF CARLSBAD Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Marcos Unified School District 2I5MataWay San Marcos, CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) Encmitas Union School District 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encmitas Blvd Encmitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square jfbotage after the building permiUetssued or if the initial determination' of units or square footage Is found to be incorrect, and that (2) the Owner is the owneroevelpper of the above described jpm]e<A(s), or that the person executing this declaration is authorized to sign on behalf or Signature Revised 3/30/2006 Date SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) *«**********************************************^ THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL ,1/14 /L/flJUlA WALTER FREEMAN TITLE ASSISTANT SUPERINTENDENTCARLSBAD'— NAME OF SCHOOL DISTRICT 6225 & CAMINO REAL CARLSBAD, CA 02QQ9 DATE PHONE NUMBER r~? r ^ CLO\ r~'7(oO- 331-500 Revised 3/30/2006 [ I CARLSBAD UNIFIED SCHOOL DISTRICT \ \ JEFFERSON ELEMENTARY | J AVIARA OAKS ELEMENTARY | | CARLSBAD HIGH SCHOOL \ | MAGNOLIA ELEMENTARY \ \ AVIARA OAKS MIDDLE SCHOOL | | CARL SBAD VILLAGE ACADEMY [~ | CALAVERA HILLS SCHOOL \ \ PACIFIC RIM | | VALLEY MIDDLE SCHOOL \~ _ \ KELLEY SCHOOL \ j CALAVERA HILLS MIDDLE SCHOOL \ | BUENA VISTA SCHOOL \ \ HOPE SCHOOL \ \ OTHER _ RECEIVED FROM (If Applicable) PARENT OF PAYMENT FOR LP06 $DATE ACCOUNT NUMBER H6C6lptNO O C\ Q 7 Q AMOUNT RECEIVED BY CHECK #f 73 TOTAL 4f O ro , m BSSm to o 31 </» i I