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Home My WebLink About1130 CAMINO DEL SOL CIR; ; CB060439; Permit02-15-2W 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 CB060439 Building Inspection Request Line (760) 602-2725 1130 CAMINO DEL SOL CR CBAD RAD 0 VN RESDNTL Sub Type 2062611200 Lot# $111,881 00 Construction Type Reference # 0 Structure Type 0 Bathrooms 0 NICHOLSON RES 876 SF 1ST & 2ND STRY ADDITION, 104 ATTACH OPEN LATTICE CVR Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 02/21/2006 KG 02/15/2007 02/15/2007 Applicant NICHOLSON CHRISTOPHER&JOANNA 1130 CAMINO DEL SOL CR CARLSBAD CA 92008 Owner NICHOLSON CHRISTOPHER&JOANNA 1130 CAMINO DEL SOL CR 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 $583 52 Meter Size $0 00 Add'l Reel Water Con Fee $379 29 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1119 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee $0 00 Housing Credit Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $4800 $2000 $3950 $000 $000 $000 $000 $000 $000 $1,081 50 Total Fees $1,081 50 Total Payments To Date $1,081 50 Balance Due $000 BUILDING PLANS ATTACH FD Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE fa approval of your project includes the "Imposition1 of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT INFORMATION' .* ,, H053-02/21 /2006 "001 1 i PLAN CHECK NO EST VAL \ ."///>?*/. Plan Ck Deposit Validated By Date Addregs (include Bldg/Suite #)Business Name (at this address) Legal Description 7 Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #- /Use Description of Work SQ FT #of Stories 2 !!:iECQNTACT PERSON (if different fi plicant) # of Bedrooms # of Bathrooms Name Address 3_J APPiEiCANT D Contractor .JQ'Ageh't for Contractor 5 City Owner Q Agent fdfj&wner State/Zip Telephone #Fax # Name Address City PROPERTY OWNER*1 State/Zip Telephone # Address City State/Zip Telephone #Name 5 CONTRACTOR - COMPANY NAME" ' " :'L° • •• " • TT ""'"; 'I: *''•• ' '"" ' "i rSj»-;- (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6 WORKERS'COMPENSATION , •}; ' ' . .^fX'-:' W" *;; Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l 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 f~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) |~| CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE DATE ,7. OWNER-BUILDER DEClARATiON™ .. '"' ' >„- •. : j^™,;, "•'" ~i'>i'\ /I hereby 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 work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) [~l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement [~l YES [~|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 number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) DATE•/PROPERTY OWNER SIGNATURE . COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? £] YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' [~1 YES l~| NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? fl YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8. CONSTRUCTION LENDING AGENCY i -,-,• '» "^- ' " " : ^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER'S ADDRESS 9 APPLICANT CERTIFICATION ' " —&:;• ..„.,,,., -.;.... . H*. ' M •„:::„,,__,, I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN 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 Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for ajjgrjod-of 180 days (Section_106 4 4 Uniform Building Code) i DATE <2yTZ- > / | WHITE File YELLOW Applicant PINK Finance APPLICANT S SIGNATURE Inspection List Permit* CB060439 Type RESDNTL RAD Date Inspection Item 02/20/2009 89 02/20/2009 89 03/05/2008 17 03/05/2008 18 03/03/2008 16 02/29/2008 14 02/29/2008 24 02/29/2008 34 02/29/2008 44 02/26/2008 84 01/11/2008 13 11/02/2007 13 11/02/2007 15 10/26/2007 15 08/31/2007 11 08/30/2007 1 1 08/20/2007 14 05/22/2007 1 1 Final Combo Final Combo Interior Lath/Drywall Exterior Lath/Drywall Insulation Frame/Steel/Boltmg/Weldm Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Shear Panels/HD's Shear Panels/HD's Roof/Reroof Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Frame/Steel/Boltmg/Weldin Ftg/Foundation/Piers Inspector Act PY AP - MC MC MC MC MC MC MC MC JM PY PY MC MC MC MC MC Rl AP AP AP AP AP AP AP CO AP NR AP NR AP NR NR PA NICHOLSON RES 876 SF 1ST & 2ND STRY ADDITION, 104 ATTACH OPEN LAT Comments BAR SINK® 2ND FLR NOTICE ATTACHED OK TO WRAP COMPLETE SHEATING & NAILING NEED TRUSS PACKAGES APPROVED BY CITY interior spread footings adjacent to stairs COMPLETE ALL WORK NEED REVISIONS APPROVED BY CITY/ESGIL EXTERIOR FOOTING/STEEL AND SPREAD FOOTINGS ONLY Tuesday, February 24, 2009 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 02/20/2009 Permit* CB060439 Title NICHOLSON RES 876 SF 1ST & 2ND Description STRY ADDITION, 104 ATTACH OPEN LATTICE CVR Inspector Assignment MC 1130 CAMINO DEL SOL CR Lot 0 Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT NICHOLSON CHRISTOPHER&JOANNA Owner NICHOLSON CHRISTOPHER&JOANNA Remarks Phone 8583424047 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By CHRIS Entered By CHRISTINE Act Comments Comments/Notices/Holds Date 03/05/2008 03/05/2008 03/03/2008 02/29/2008 02/29/2008 02/29/2008 02/29/2008 02/26/2008 01/11/2008 11/02/2007 11/02/2007 10/26/2007 13 Shear Panels/HD's 15 Roof/Reroof 15 Roof/Reroof Act AP AP AP AP AP AP AP CO AP NR AP NR Insp MC MC MC MC MC MC MC MC JM PY PY MC Comments Associated PCRs/CVs Original PC# CV070592 UNFOUND H- ALLEGED ILL CONST, PCR07157 ISSUED NICHOLSON RESIDENCE STRUCTURAL REVISIONS Inspection History Description 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 14 Frame/Steel/Bolting/Weldmg 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 84 Rough Combo 13 Shear Panels/HD's BAR SINK® 2ND FLR NOTICE ATTACHED OK TO WRAP COMPLETE SHEATING & NAILING NEED TRUSS PACKAGES WinCo Inspections 760-451 -9021 Office 760-451 -9020 Fax Type of Inspection SPECIAL INSPECTOR'S DAILY REPORT Date; //-/- Permit #Issued By Project Job Address Phone Contacts Owner cH/v/y^y Af/s~<4s>&sis Engineer MP A A/,.. Contractor OJ\l^A/&/ Sub-Contractor Phone f^JT •J sS#>7- </6</7 Phone City Inspector Deputy Inspector Phone Superintendent Phone Fonnan Phone Phone /^2? </&?- </773 Phone Phone x? Work Inspected - - A.. X/Tf C LR IIFICATION OK C OMPI IANC t I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLFSS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH Tt^ APPROVED PLANS SPECIFICATIONS AND APPLICABLE SECTIONS /V O^mB'GOVERNINGBUIlDINGI/AWS/ of Registered Inspector ICC Certification Number City / Coytffy Continued on NcxtPage RK; HOURS o rHOURS J'age /_ D I HOURS ri HOURS TRAVI I All Inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum Also any Inspection that extends past noon will be an 8 hour minimum Approved I'roieet Superintendent / Contracted Rcpastnlative EsGil Corporation In Partnership with government for 'Building Safety DATE 2/13/07 a APPLICANT JURISDICTION Carlsbad T] PLAN REVIEWER a FILE PLAN CHECK NO 060439 SET IV PROJECT ADDRESS 1130 Camino Del Sol Circle PROJECT NAME SFD Add. For The Nicholson Family XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes Please see remarks below 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 I I The applicant's copy of the check list has been sent to 1X1 Esgil Corporation staff did not advise the applicant that the plan check has been completed J Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person XI REMARKS Applicant needs to add name of special inspector to special inspection program enclosed with plans. By Tamara Fischer for Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 2/12/07 trnsmtldot 9320 Chesapeake Drive. Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Ta.Ttnt.Tsfa.-p wvtfi (jovtrnmtnt for ^BuiUing Saftty DATE 2/5/07 a A£PyCANT JURISDICTION Carlsbad a PLAN REVIEWER J MLt PLAN CHECK NO O60439 SET III PROJECT ADDRESS 1130 Camino Del Sol Circle PROJECT NAME SFD Add. For The Nicholson Family I | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes | | The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff | | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I 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 Christopher S Nicholson 1130 Camino Del Sol Circle, Carlsbad, CA 92008 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 Christopher S Nicholson Telephone # (858) 342-4047 Date contacted ^l^/ff?^f£>} Fax # Mail* Telephone V Fax In PersonMail* Telephone V REMARKS (>/A ) By Tamara Fischer for Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 1/29/07 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 .Carlsbad 060439 2/5/07 • NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 4 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form Completed form not received a) If special inspection is required, the designer shall complete the attached Special Inspection Notice 9 Garage requires one-hour fire protection (i e , 5/8" Type X drywall) on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302 4 Please show it on plans between the (E) Garage and the (N) addition at the first floor The response was see sheet 7 5 Unable to find sheet 7 5. Plan (sheet 2) still references sheet 7.5 which cannot be found. Please reference garage / house common wall to the wall legend on that same sheet (sheet 2). 17 Show stud size and spacing Maximum allowable stud heights Bearing wall 2 x4 and 2 x 6 max 10', Non-bearing 2x4 max 14', 2x6 max 20' Table 23-IV-B. Walls at the Tower Provide calculations for studs exceeding these limits Floor framing plan still shows 2x6s. 20 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G a) Please show it on plans for the shear wall at the tower Please note that since there is no floor diaphragm at this area the shear walls shall be continuous from the roof to the foundation The ICBO approval for the steel strong wall assumes lateral support at the top and bottom of the steel strong wall Since there is no floor diaphragm at the tower there is no lateral support for the top of the strong wall Please design for out of plane loading (how will buckling be prevented'?), .Carlsbad 060439 2/5/07 shear transfer between the wall above and the steel strong wall, and increased overturning and drift due to the added height. Please provide a structural elevation showing exactly how the wall is to be framed and that 4x6 studs and 6x6 posts are to be continuous. Alternatively show that the lower 6x6 header is continuous across the entire length of the wall and reference detail 9/ option 2 at sheet SSW1. *** Please note that 1 hold down is missing on sheet 5*** 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 Tamara Fischer at Esgil Corporation. Thank you. FEB-OB-07 U 4T FROW- T-054 P 007/007 F-497 Casrlsaad OS0433 27 3/07 SPECIAL SWSPECTiON PROGRAM ADDRESS OR LEGAL DcSCRIPTSOW t 1 3O PLAN CHECK NUMBER:OWNER'S NAME'\ CU>M I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Co«te~(yBq) Section 1701 1 for the construction project located at the site listed above ^|B?^5g»Sf6rnQ(ii 3 1 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required hy UBC Section 106 3 5 for the construction project located at the site listed above 1 List cf work requiring special inspection. Soi's Compliance Prior to Foundation Inspection Q Structural Concrete Ovsr 2500 PS! Prestrossed Concrete D Structural Masonry Q Designer Specified Field Welding High Strength Bolting J2L Expansion/Epoxy Anchors Sprayed-On Fireproofmg Other _ 2. fesme(s) of tndtvidusl(s) 07 f irmfs) responsible for the special inspections listed above: A JA_)\ fJ.(~-.O 3 C 3 Duties o? tha specisl inspectors for the work fisted above. A. ^y E Cpcaai inspectors snail check m with the City and present ttieir ecedonuals for approval' =GO/ SCO a 66S9*Z.T tasr sz JAN-04-Q7' ]S40 FROM- : T-984 P 006/OD6 F-361 Carlsbad 060439 •1/2/47 v * SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: ll?>OfWr»r» VeL^o^ £tft<JJ£' PLAN CHECK NUMBER: OkOtffi OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special tnspector(s) as required by Uniform Building Code <UBC) Section 1701.1 for the construction project located at the site listed above UBC Section 106 3 5 Signed ->< I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3 5 for the construction project located at the site listed above Signed 1. List of work requiring special inspection: G Soils Compliance Prior to Foundation Inspection G Field Welding G Structural Concrete Over 2500 PSl G High Strength Bolting Q Prestressed Concrete G Expansion/Epoxy Anchors Structural Masonry Q Sprayed-On Fireproofing Designer Specified Q Other 2. Name(s) of individual(s) orfirm(s) responsible for the special inspections listed above. A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special mspeciors shall check in wrth the City and present their credentials for approval onor to beginning work on the job site EsGil Corporation In Partnership with government for 'Building Safety DATE 1/2/07 O-T*PFtr6ANT daHluRtsr JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O60439 SET II PROJECT ADDRESS 1130 Camino Del Sol Circle PROJECT NAME SFD Add. For The Nicholson Family I I 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 [X] 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 IXI The applicant's copy of the check list has been sent to Christophers Nicholson 1130 Camino Del Sol Circle, Carlsbad, CA 92008 I | Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted /Christopher S Nicholson Telephone # (858) 342-4047 Date contacted I In07 (by£#?>) Fax # Mail v/Telephon^-/ Fax In Person REMARKS By Tamara Fischer for Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 12//21/06 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 *• Fax (858) 560-1576 Carlsbad O60439 1/2/07 • NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current I Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 4 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form Completed form not received a) If special inspection is required, the designer shall complete the attached Special Inspection Notice 9 Garage requires one-hour fire protection (i e , 5/8" Type X drywall) on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302 4 Please show it on plans between the (E) Garage and the (N) addition at the first floor The response was see sheet 7.5. Unable to find sheet 7.5. 10 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. The report provided is not signed by the engineer. Please provide a signed copy. a) All new residential buildings, including additions, require a soils report An update letter is required if the report is more than 3 years old If a room addition is less than 1000 sq ft in area and only one story, then a soils report is not required Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans Carlsbad has ruled that a stand-alone accessory dwelling unit, if under 1000 square feet, may also qualify for this exception I1 Show distance from foundation to edge of cut or fill slopes ("distance-to-daylight") and show slope and heights of cuts and fills Chapter 18 Please note on the plans the lot has no significant slopes. Carlsbad 060439 1/2/07 16 For the computer calculations provided, please provide the following The requested information was not provided. The original correction still applies. a) Loading diagrams showing the lateral loads and the supporting lines used b) The program description (User Manual), including the extent of the analysis, formulas used, etc c) Hand made example calculations for the lateral shear walls, in the second and first floors 17 Show stud size and spacing Maximum allowable stud heights Bearing wall 2 x4 and 2 x 6 max 10', Non-bearing 2x4 max 14', 2x6 max 20' Table 23-IV-B Walls at the Tower Provide calculations for studs exceeding these limits 18 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2315 a) Please provide shear transfer details and cross-reference from details to plans for all interior shear walls, also how is the shear to be transfer from the upper level at the tower to the lower level and to the foundation Please note that there is discontinuity on the shear walls in the tower area Please see bold notes at correction 20 below. 20 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G a) Please show it on plans for the shear wall at the tower Please note that since there is no floor diaphragm at this area the shear walls shall be continuous from the roof to the foundation The ICBO approval for the steel strong wall assumes lateral support at the top and bottom of the steel strong wall. Since there is no floor diaphragm at the tower there is no lateral support for the top of the strong wall. Please design for out of plane loading (how will buckling be prevented?), shear transfer between the wall above and the steel strong wall, and increased overturning and drift due to the added height. 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 Tamara Fischer at Esgil Corporation. Thank you. Carlsbad 060439 1/2/07 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 060439 Job Address or Legal Description 113O Camino Del Sol Circle Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad 060439 1/2/07 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect's Seal & Signature Here Signed 1. List of work requiring special inspection: n Soils Compliance Prior to Foundation Inspection d Field Welding d Structural Concrete Over 2500 PSI d High Strength Bolting d Prestressed Concrete d Expansion/Epoxy Anchors D Structural Masonry d Sprayed-On Fireproofing d Designer Specified d Other 2. Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. ____ B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site EsGil Corporation In (Partnership with government for (BuiCtfing Safety DATE March 10, 20O6 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06O439 SET I PROJECT ADDRESS 1130 Camino Del Sol Circle PROJECT NAME SFD Add. for The Nicholson Family 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 Xj The applicant's copy of the check list has been sent to Christophers Nicholson 1130 Camino Del Sol Circle, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Christopher S Nicholson Telephone # (858) 342-4047 Date contacted^3 '16 ~^ (by j£>\) Fax # Mail ' Telephone / Fax In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 2/24 tmsmfldot 9320 Chesapeake Dnve, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad O6O439 March 1O, 2OO6 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O60439 PROJECT ADDRESS 1130 Camino Del Sol Circle DATE PLAN RECEIVED BY ESGIL CORPORATION 2/24 REVIEWED BY Sergio Azuela DATE REVIEW COMPLETED March 1O, 2006 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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 facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • 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 on the plans Have changes been made not resulting from this list? Yes a No Carlsbad O60439 March 1O, 2O06 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Building/Plumbmg/Mechanical Codes and the 2004 edition of the California Electrical Code, which adopt the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC 3 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS EPOXY ANCHORS YES SHEAR WALL @ (E) FND 4 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form a) If special inspection is required, the designer shall complete the attached Special Inspection Notice 5 Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1 5 sq ft Section 1203 3 Please show it at the New Family Room Please note that the (N) 3050 SH window located above the entry door is not accessible and therefore does not provide the required openable window as required. Carlsbad 06O439 March 1O, 2O06 Q Provide mechanical ventilation capable of providing five air changes per hour in bathrooms and water closet compartments if required openable windows are not provided Section 1203 3 Please show it on plans for the (E) Bathroom adjacent to the (N) Family Room 7 Note that the discharge point for exhaust air will be at least 3 feet from any opening which allows air entry into occupied portions of the building Section 1203 3 8 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface Window at Entry, adjacent to closet door Q Garage requires one-hour fire protection (i e , 5/8" Type X drywall) on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302 4 Please show it on plans between the (E) Garage and the (N) addition at the first floor 10 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 a) All new residential buildings, including additions, require a soils report An update letter is required if the report is more than 3 years old If a room addition is less than 1000 sq ft in area and only one story, then a soils report is not required Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans Carlsbad has ruled that a stand-alone accessory dwelling unit, if under 1000 square feet, may also qualify for this exception 11 Show distance from foundation to edge of cut or fill slopes ("distance-to-daylight") and show slope and heights of cuts and fills Chapter 18 12 Note on plans that surface water will dram away from building and show drainage pattern Section 1804 7 13 Specify size, I C B O number and manufacturer of power driven pins, expansion anchors or epoxy anchors Show edge and end distances and spacing Section 106 3 3 Show it on plans for the new shear wall to be supported over the existing foundation 14 If required, show size, embedment and location of hold down anchors on foundation plan Section 10633 15 If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection Section 108 5 2 Carlsbad O60439 March 1O, 2O06 16 For the computer calculations provided, please provide the following a) Loading diagrams showing the lateral loads and the supporting lines used b) The program description (User Manual), including the extend of the analysis, formulas used, etc c) Hand made example calculations for the lateral shear walls, in the second and first floors 17 Show stud size and spacing Maximum allowable stud heights Bearing wall 2 x4 and 2 x 6 max 10', Non-bearing 2x4 max 14', 2x6 max 20' Table 23-IV-B Walls at the Tower 18 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2315 a) Please provide shear transfer details and cross-reference from details to plans for all interior shear walls, also how is the shear to be transfer from the upper level at the tower to the lower level and to the foundation Please note that there is discontinuity on the shear walls in the tower area 19 Specify nail size and spacing for floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios Sections 2315 and 2513 20 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G a) Please show it on plans for the shear wall at the tower Please note that since there is no floor diaphragm at this area the shear walls shall be continuous from the roof to the foundation 21 Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30" Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening Section 1505 1 22 Specify plywood and/or particle board thickness, grade and panel span rating Table 23-II-E-1 23 Specify on the plans the following information for the fireplace(s), per Section 106 3 3 a) Manufacturer's name b) Model name/number c) ICBO approval number, or equal d) Show height of chimney above roof per ICBO approval or UBC Table 31-B e) Note on the plans that approved spark arrestors shall be installed on all chimneys UBC, Section 3102 3 8 f) Provide the information required for the (E) Fireplace and also for the chimney extension Carlsbad 06O439 March 10, 2O06 24 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels If service is over 200 amps, submit single line diagram, panel schedule and load calculations 25 Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement) a) All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer (Closets under 70 square feet are exempt) Note Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts Regular incandescent, quartz halogen and halogen MR lamps do not comply CARLSBAD SPECIAL CODE REQUIREMENTS 26 Nails for shear transfer connection (using A35's, etc ) may not be driven parallel to the flanges of TJI's (i e , along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained Details or notes on the plans should make this clear Nails may be driven perpendicular to TJI flanges 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 Sergio Azuela at Esgil Corporation. Thank you Carlsbad 06O439 March 1O, 2006 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 060439 Job Address or Legal Description 1130 Camino Del Sol Circle Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad 06O439 March 10, 2O06 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION. PLAN CHECK NUMBER OWNER'S NAME' I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer s/ Architect s Seal & Signature Here Signed 1 List of work requiring special inspection- O Soils Compliance Prior to Foundation Inspection [H Field Welding Q Structural Concrete Over 2500 PSI D High Strength Bolting [U Prestressed Concrete Q Expansion/Epoxy Anchors n Structural Masonry CH Sprayed-On Fireproofmg O Designer Specified Q Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A. B. C 3. Duties of the special inspectors for the work listed above A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad 06O439 March 1O, 2O06 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O60439 PREPARED BY Sergio Azuela DATE March 10, 2006 BUILDING ADDRESS 1130 Camino Del Sol Circle SFD Add /Nicholson Family BUILDING OCCUPANCY R-3&U-1 TYPE OF CONSTRUCTION V-N BUILDING PORTION Dwelling Add p/mo V Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code RIHn Pprmit FPP hv Drrlina AREA (Sq Ft) 876 ivy\ 876 cb Valuation Multiplier 121 94 465 By Ordinance nrp 'W Reg Mod VALUE ($) 106,819 4,073 \ - s r- - fliifirJ dift RO^ $580 44 Plan Check Fee by Ordinance Type of Review \± [^Repetitive Fee v ] Repeats Complete Review D Other r—I Hourly Structural Only Hour Esgil Plan Review Fee $377 29 $325 05 Comments AC valuation multiplier was increased by 20% for addition Sheet 1 of 1 macvalue doc City of Carlsbad Public Wo,rks — Engineering BUILDING PLANCHECK CHECKLIST DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER PLANCHECK NO DeJ Sol CB (2 EST VALUE /o7 god 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 D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT" Date D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future 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 H Sewer Fee Information Sheet Name ENGINEERING DEPT CONTACT PERSON JOANNE JUCHNIEWICZ Address Phone City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract DTfePifi§P15CafasdayM^cvenue • Carlsbad, CA 9200817314 • (76O) 602-2720 • FAX (76O) (ST 3RD D D 0,4-7 BUILDING PLANCHECK CHECKLIST SITE PLAN 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 n 2 Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service A 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 " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address B Assessor's Parcel Number C 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 3KU DISCRETIONARY APPROVAL COMPLIANCE C3 4a Project does not comply with the following Engineering Conditions of approval for Project No D D D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 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 D D D 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 A ST 2ND 3RD BUILDING PLANCHECK CHECKLIST 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 CH ED 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 $360 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 [U CH EH 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date D 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 GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 010 of the Municipal Code CD 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. n 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 Grading Inspector sign off by Date D D 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 BUILDING PLANCHECK CHECKLIST D 3RD D 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 D D D D D D 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 7153, 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 11 D Required fees are attachedQ/Wfees'required - - _ 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 F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R D • 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 STA1+00 Install 2" service and 5 meter (estimated 100 gpm) 2 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 '-'— • ^-Hevattonrat-point-pf ^pnnectiorrfP_ • 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 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 F \BUILDING PLANCHECK CKLST FORM doc 6 BUILDING PLANCHECK CHECKLIST • ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D 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 inn 13 Additional Comments: F BUILDING PLANCHECK CKLST FORM doc -7 Rev 7/14/00 D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No Planner Chns Sexton APM AddresslfSQ Qg.1 Phone (760) 602-4624 Type of Project & Use- Srr" Net Project Density _ . Zoning: rs*!. General Plan- &JLJSV\ Facilities Management Zone DU/AC CFD (in/out) #_Date of participation:. Remaining net dev acres:. Circle Ont (For non-residential development. Type of land used created by tt permit: ) Leoend: 13 Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO y^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 NO ____TTYPE . DATE OTHER RELATED CASES: _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 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 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES. If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: NO_ 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 , 1993.) 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\COUNTER\BWgP1nchkfltvChkrtt ,»«,«. „..„,D n Q 1. Provide a fully dimensional site plan orawn 10 scaie. easements, existing and proposed structures, streets, existing street improvements. nght-of-yal width, dimensional setbacks and existing topographical lines (including all side and rear varc slopes) D D D 2- Provide legal description of property and assessor's parcel number D2m ODD ^^JOK^^ S»D Q/ClD Policy 44 - NeighborhoodArchltectural Design Guidelines 1. Applicability: YES ^^ NO V 2. Project complies YES NO Zoning: 1. Setbacks: Fmntr Required SlQ' Interior Side? Required 7 '9 Street fiirta: Required .. Rear Required JT £1 ,., Top of slope; Required „ 2. Accessory structure setbacks: Front- Required ., Interior Side: Required Street Side: Required . , . ,^^. R«a^ Required . ^X^ Structure seoaration: Reauired S Shown f^O ' Shown &. ^ ' Shown Shown '/fJiT /@x Shown Shown r ^ Shown ^x1^" Shown S Shown / Shown X/ ,/\ __ ^ •</ O V ^ f //"} *»r>w01 LJ LJ 3- LotCoverane: Reauired ^ r <--' r «•> Shown ^ V U /« S)nn^^ 4 Height- Required ^ pO 5 Parking- Spaces Required oi (breakdown by uses for commercial and Residential Guest Spaces Required l t lk.&j L\ffvdL LiAndL. *4f<f |^r^ ( -fco SQ A-?€jgJ[-te dflDmjOUf LuULh p Shown ^3(~) ' Shown S^ industrial projects required) Shown l/u J ^"O XVAj^<? • ' ^JL/Mn^^"of^-d Cl— IP>'3 'oLLcL/' ^^ —OL'tJtaOlLQd.^? OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER TECHNOLOGY PO BOX 1932 • EL CAJON • CALIFORNIA 92022-1932 TELEPHONE (619)447-4747 • (858)541-0225 FAX (858)541-0254 ROBERT CHAN, RE. MaY 5> 2006 Mr Christopher Nicholson 1130 Cammo Del Sol Circle Carlsbad, Ca 92008 Subject Project No 06-1106G6 Soil Investigation Proposed Second Story Addition to Existing Residence 1130 Camino Del Sol Circle Carlsbad, California Dear Mr Nicholson In accordance with your request, we have performed a soil investigation for the proposed addition to the existing residence on subject property, more specifically referred to as being Lot 7 of Camino Del Sol, according to Map thereof No 5406 (APN 206-261-12- 00), in the City of Carlsbad, State of California It is our understanding that a second story addition is proposed over a portion of the existing residence The approximate location of subject property is shown on Figure No 1, entitled, "Site Location Map" The purpose of this soil investigation was to inspect and determine the subsurface soil conditions and certain physical engineering properties of the soils beneath the site, so that engineering recommendations could be presented for the safe and economical development of the addition as proposed In order to accomplish this purpose, representatives of our firm visited the site on April 24, 2006, to review the topography and general site conditions. Two exploratory borings were excavated on the site The approximate location of the exploratory borings is shown on Figure No 2, entitled, "Approximate Location of Exploratory Borings" The exploratory borings were excavated to a depth of 5 0 below existing ground surface The soils encountered in the exploratory bonngs were logged by our field Project No 06-1106G6 Mr Christopher Nicholson 05/05/06 Page 2 1130 Camino Del Sol Circle representative, and the results summarized on Figure Nos 3 and 4, each entitled, "Boring Log Sheet" Samples of the soils encountered were obtained for laboratory testing and analysis, as presented on page L-l attached hereto From the site inspection, it was determined that a Subject property is a quadrangular-shaped lot of approximately 7,500 square feet, situated on the north side of Camino Del Sol Circle, east of Adams Street A two-story residence currently occupies a level building pad on the site. A review of available records indicates that the residence on the site was constructed as part of the development of the residential subdivision, circa 1965 b According to the Geologic Map of the Northwestern Part of San Diego County prepared by the California Department of Mines and Geology, the general area is underlain by Quaternary-age terrace deposits These terrace deposits were encountered in the exploratory borings in the form of medium dense to dense light tan/brown silty sands The terrace deposits were overlain by approximately 12 inches of topsoils consisting of dark brown silty sands c No seepage was noted in the exploratory borings, and no watercourses will be interrupted by the proposed construction d Laboratory test results indicate that the soils encountered on the site possess low expansion potential (Expansion Index = 28) It is our conclusion that the proposed addition to the existing residence can be without failure or detrimental foundation movement occurring as a result of the structural loads imposed upon the soils from the development as presently contemplated, and without unduly infringing on the rights of those who control the adjacent properties and public nghts-of-way, if the conditions set forth on the following page are followed Project No 06-1106G6 Mr Christopher Nicholson 1130 Carruno Del Sol Circle 05/05/06 Page 3 The soils encountered on the site were found to be adequate to support the proposed second story addition It is recommended that a safe allowable soil bearing value of 1,500 pounds per square foot be used for the design and checking of continuous footings that are 12 inches in minimum horizontal dimension, and isolated pier footings that are 15 inches in minimum horizontal dimension, and are embedded at least 12 inches below the surface of the competent natural or compacted fill soils The seismic coefficients in accordance with the current Uniform Building Code were determined in accordance with the UBCSEIS Program. The results are presented as follows Soil Profile Type Seismic Zone Nearest Fault Source Type Na Nv Ca- Cv Sd (Sec 1629, Table 16-J) 4 (Sec. 1629, Figure No 16-2) B (Sec. 1629, Table 16-U) 10 (Sec 1629, Table 16-S) 1 1 (Sec 1629, Table 16-T) 044 (Sec 1629, Table 16-Q) 069 (Sec 1629, Table 16-R) In consideration of the competent natural soils underlying the site, and the lack of a permanent groundwater table near the ground surface, it is our opinion that soil liquefaction does not present a significant geotechmcal hazard to the proposed site development Page L-l, Figure Nos 1 to 4, inclusive are parts of this report Respecffully submitted, JED EARTH TECHNOLOGY Project No 06-1106G6 Mr Christopher Nicholson 05/05/06 PageL-1 1130 Camino Del Sol Circle LABORATORY TEST RESULTS 1 The maximum dry density and optimum moisture content of the soils encountered were determined in accordance with A S.T M Dl 557, Method A The results of the tests are presented as follows Soil Soil Dry Density Moisture Content Type Description (Ibs/cuft) (%DryWt) 1 Light brown/tan silty fine sands 1265 95 (SM) 2 The Expansion Index of the most clayey soils was determined in accordance with UBC Test No 18-2. The results of the test are presented as follows Soil Soil Expansion Type Description Index Light brown/tan silty fine sands (SM) 28* * Considered to possess low expansion potential ©3006 NttVTEQ SITE LOCATION MAP NOT TO SCALE PROJECT NO 06-1106 G6 FIGURE NO 1 ^445' CAMINO DEL SOL CIRCLE LEGEND APPROXIMATE LOCATION OF EXPLORATORY BORING APPROXIMATE LOCATION OF EXPLORATORY BORINGS PROJECT NO 06-1106 G6 FIGURE NO 2 BORING LOG SHEET BORING NO. 1 FT.DESCRIPTION SOIL TYPE 4 - ., v - - -. 0 1 2 3 4 5 Dark brown, moist, loose (topsoils) Light brown/tan, moist, medium dense (terrace deposits) © dense SILTY SAND (SM) SILTY FINE SANDS (SM) 15* 21* 42* 54* Bottom of Boring (No refusal) LEGEND Indicates representative sample Indicates in-situ density/Tnggs penetrometer Blows/10 cm Non-cohesive 0 Very loose 5 Loose 11 Medium dense 31 Dense 51 Very dense Cohesive 0 Very soft 2 Soft 5 Medium stiff 9 Stiff 16 Very stiff 31 Hard Granular Project No 06-1106G6 Figure No 3 BORING LOG SHEET BORING NO. 2 FT.DESCRIPTION SOIL TYPE —- - •«. ' 0 1 2 3 4 5 Dark brown, moist, loose (topsoils) Light brown/tan, moist medium dense (terrace deposits) © dense SILTY SAND (SM) SILTY FINE SANDS (SM) 16* 39* 48* 41* Bottom of Boring (No refusal) Project No 06-1106G6 Figure No 4 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This 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 Description Building Type Residential Second Dwelling Unit NICHOLSON RESIDENCE CB060439 1130 CAMINO DEL SOL CIRCLE 206-261-12-00 CHRISTOPHER NICHOLSON RESIDENTIAL ADDITION V-N New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Residential Additions 876 Net Square Feet New Area Commercial/Industrial City Certification of Applicant Information Square Feet Floor Area Date RICTS WITHIN THE CITY OF CARLSBAD •Isbad Unified School District I ' 6225 El Cammo Real / Carlsbad CA 92009 (33^50087 Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) Encirutas Union School District 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (944-4300 cxt 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 footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner Signature c. 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 I TITLE WALTER] ASSISTANT SUPERINTENDENT CARLSBAD UNIHED SCHOOL DISTRICT NAME OF SCHOOL DISTRICT 6225ELCAMINO REAL CARLSBAD, CA 92009 DATE PHONE NUMBER Revised 3/30/2006 \\J(CARLSBAD UNIFIED SCHOOL DISTRICT \ \ JEFFERSON ELEMENTARY I IA VIARA OAKS ELEMENTARY [_] CARLSBAD HIGH SCHOOL | [ MAGNOLIA ELEMENTARY \ \ AVIARA OAKS MIDDLE SCHOOL ["'"[ CARLSBAD VILLAGE ACADEMY \ } CALAVERA HILLS SCHOOL \ \ PACIFIC RIM | J VALLEY MIDDLE SCHOOL [ \ KELLEY SCHOOL | j CALAVERA HILLS MIDDLE SCHOOL | | BUENA VISTA SCHOOL \ j HOPE SCHOOL | [ OTHER RECEIVED FROM (If Applicable) PARENT OF \ \ ^ Q DATE Receipt No 21041 ACCOUNT NUMBER AMOUNT RECEIVED BY CASH ..CHECK #TOTAL 10-04-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR07157 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 1130 CAMINO DEL SOL CR CBAD PCR 2062611200 Lot# 0 $0 00 Construction Type NEW NICHOLSON RESIDENCE STRUCTURAL REVISIONS Applicant NICHOLSON CHRISTOPHER&JOANNA 1130 CAMINO DEL SOL CIR CARLSBAD CA 92008 Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 08/24/2007 MDP 10/04/2007 10/04/2007 Owner NICHOLSON CHRISTOPHER&JOANNA 1130 CAMINO DEL SOL CIR CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $240 00 $000 Total Fees $240 00 Total Payments To Date $240 00 Balance Due $000 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 EsGil Corporation In Partnership with government for 'BuiCding Safety DATE 9/25/O7 a APPLICANT' JURISDICTION Carlsbad b~f»bWl3EVIEWER a FILE PLAN CHECK NO 06-O439 REV 1 (PCR07-157) _ SET II PROJECT ADDRESS 113O Camino del Sol Circle PROJECT NAME Revision to Nicholson Addition 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 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Chris Nicholson (I needed to contact him for a clarification) Telephone # 858342-4047 Date contacted 9/25 (by TF) Fa$ # Mail Telephone Fax In Person 1X3 REMARKS 1) Applicant needs to make the re&buobled changes on sheets 2 and 6 on the II set held at the City. 2) The T24 sheet a£Jne back of both sets of the revised plans needs to be replaced with the T24 sheet from the originally approved sets of plans as the signatures are missing on the T24 sheet In the revised sets. Thank you. By Tamara Fischer \ CA— Enclosures Esgil Corporation D GA D MB D EJ D PC 9/17/07 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership with government for 'Building Safety DATE 9/5/O7 JURISDICTION Carlsbad PLAN CHECK NO PCR07-157 Revision to 06-439 PROJECT ADDRESS 1130 Camino del Sol Circle PROJECT NAME Revision to Nicholson Addition a A ANT a PLAN REVIEWER a FILE SET I IXJ IE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Chris Nicholson 1130 Camino Del Sol Circle, Carlsbad, CA 92008 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 Chris Nicholson (\ ^0 Telephone* 858342-4047 Date contacted 1^D"> (by J^ ) Fax # 760804-9028 Mail Telephone -"•" Fax-^ In Person REMARKS By Tamara Fischer Esgil Corporation D GA D MB D EJ D PC Enclosures 8/27/07 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4> (858)560-1468 * Fax (858) 560-1576 Carlsbad PCR07-157 Revision to 06-439 9/5/07 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO PCR07-157 Revision to 06-439 JURISDICTION Carlsbad PROJECT ADDRESS 113O Camino del Sol Circle DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 9/5/07 DATE PLANS RECEIVED BY ESGIL CORPORATION 8/27/07 PLAN REVIEWER Tamara Fischer 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. Carlsbad PCR07-157 Revision to O6-439 9/5/07 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 org 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 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) Current sets are signed. This will be verified on final sets. 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) Current sets are signed. This will be verified on final sets. Please bubble all changes on the plans so they may be easily identified Application says changes on sheet 7, but I was unable to find any changes on that sheet Floor joists shown south of stairs say "FJ-02 " Please specify on the plans the joist type, size and spacing for FJ-02 Carlsbad PCR07-157 Revision to 06-439 9/5/07 5 The size of beam 04 does not appear to be specified on the plans (At line C) 6 Hold downs are not shown per calculations at line 3 lower 7 Detail F/8 referenced where hold down 11 (LTT28B) is called out is a detail for LTT20B 8 Some hold downs shown at line A lower don't match the revised calculations Be sure a detail which matches the hold down being used is provided and referenced 9 Some of the original note references are still shown at revised beams (mostly along line 3) which conflict with the revisions 10 Section M referenced at stairs cannot be found • 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 • 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 Tamara Fischer at Esgil Corporation Thank you Carlsbad PCRO7-157 Revision to O6-439 9/5/07. VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad Revision to O6-439 PLAN CHECK NO PCR07-157 PREPARED BY Tamara Fischer DATE 9/5/07 BUILDING ADDRESS 1130 Camino del Sol Circle BUILDING II AREA PORTION (Sq Ft) structural revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) • Bldg Permit Fee by Ordinance ^ Plan Check Fee by Ordinance ' Type of Review Q Complete Review $240 00 Structural Only i I Repetitive Feer^Tj Repeats * Based on hourly rate Comments D Other m Hourly 2 Hours Esgil Plan Review Fee $19200 Sheet 1 of 1 macvalue doc S' INC I Page of Project 06-100 FIELD REVISIONS Date August 16, 2007 Project: Nicholson Family Addition 1130 Camino Del Sol Circle Carlsbad, CA 92008 Architect: MPA Architects, Inc 3578 30th Street San Diego, CA 92104 Note These calculations are invalid unless bearing a wet stamp and signature 3578 3CT Street • San Diego, California 9210* (619) 236-0595 • Fax (619) 236-0557 www mpa-architects com UT7 JOB NUMBER JOB DESCRIPTION 06-100 NICHOLSON REV 8-16-07 SEISMIC DESIGN VALUE SHEET Seismic Zone 4 Soil Profile Type S D Importance Factor 1 R 45 HEIGHT OF BULD (ft) 21 C,= 0 02 T= 0196 Na= 1 Nv= 1 0 035 Steel Moment-Resisting frame 0 03 Rein-Concrete Moment-Resisting frame 0 02 All other buildings SEISMIC SHEAR, V (DETERMINE V/1 4, FOR ALLOWABLE STRESS DESIGN) SHALL BE V= (CV*I/R*T)*W/1 4 w/ Cv= 0 64 SHALL NOT EXCEED V= 2 5*(Ca*l/R)*W/1 4 w/ Ca= 0 44 SHALL NOT BE LESS THAN V= 011*(Ca*l)*W/14 SHALL NOT BE LESS THAN V= 0 8*(Z*NV*I/R)*W/1 4 STATIC FORCE PROCEDURE EON 30-4 CBC set x = (C/I/R*T)/1 4=0518 EON 30-5 CBC set x = 2 5*(Ca*l/R)/1 4= EON 30-6 CBC = 011*(Ca*l)/14= EON 30-7 CBC set x = 0 8*(Z*NV*I/R)/1 4= 0175 0035 0051 SHALL BE V= ((3 0*C./R)*WX1 4 Controlling, x • SIMPLIFIED BASE SHEAR EON 30-11 CBC set x = (3 0*Ca/R)/1 4 =0210 0 210 } To Lateral Calculations sheet CALCULATIONS UPPER LEVEL LOWER LEVEL SECOND FLOOR NUMBERED LINES NUMBERED LINES LETTERED LINES NUMBERED LINES LETTERED LINES p = p = p = p = 1 000 } 1 000 } 1 000 } 1 000 } LETTERED LINES FIRST FLOOR NUMBERED LINES LETTERED LINES LINE* lw= wall shear = story shean= As = r= P = 1 135 1 810286 5330 1088 0252 -0410 LINE* lw= wall shear = story shear= AB = r= P = A 11 1 592381 3453 660 0419 0143 LINE# lw= wall shear = story shear= AB = r= P = 1 1375 3 482286 10585 1088 0239 -0534 LINE# lw= wall shear = story shear= AB = r= P = A 2575 7 498857 10700 1088 0272 -0228 LINE# lw= wall shear = story shear= AB = r= P = 3&4 1775 352 5330 1088 0372 0370 LINE* lw= wall shear = story shear= AB = r= P = 3&4 28 7 1028571 10585 1088 0240 -0530 To Lateral Calculations sheet To Lateral Calculations sheet To Lateral Calculations sheet To Lateral Calculations sheet LINE* lw= wall shear = story shear= AB = r= P = C&D 9 1 860571 3453 660 0599 0700 LINE* lw= wall shear = story shear= AB = r= P = C&D 7 3201524 10700 1088 0427 0581 JOB NUMBER JOB DESCRIPTION LINE TOT SHEAR WALL L TL(upper)= TOT SHEAR WALL L T L (tower)= 06-100 NICHOLSON REV 12/11 1 135 Ft 13 75 Ft LATERAL CALCULATIONS WIND PW PR AREA OF WALL AW= AREA OF ROOF AR= D F aAWPW+AR'PR 00118 00091 LOWER (Single) 0000 ksf from Wind design values sheet ksf from Wind design values sheet UPPER (2nd floor) Ft*2 0 000 kips SEISMIC DLW (wall)= LLR(roof) SNOW= DLR (roofl= DLF(Floor) = Total wall area for weight (AW) = PROJECTED FLOOR AREA (AF) PROJECTED ROOF AREA (AR)= W=AR>(DLR+LLR/4)+AW>DLW+AF'DLF From Seismic Design Value sheet, x = Where V = x*W = W/, p = 0016 0016 0015 LOWER (Single) 180 340 0 1662 0210 3482 1 00 3482 ksf ksf (don t enter if 0 03 ksf OR LESS) ksf ksf UPPER (7* Floor) 90 Ft"2 0 FIA2 450 Ft"2 8 64 kips 1 810 kips 1 810 kips LOWER UPPER CONTROUNO FORCE C f *3 482 1 810 kip* LATERAL SIZING KIPS/FT =CF/TL LOWER 0253 UPPER 0134 LOWER UPPER PANEL ID E E KIPS/FT 0 26 026 JOB*06-100LINE.1 UPPERL6y_E_L_ SPAN S = HEIGHT H= MOT»(S-H-(CFn-L)) TRIE WIDTH/wall of roof(FI) = Additional resistant moment (K FT) = MR(KIP-FT) SUM OF Mi (MOT-MR), M UPPER LEVEL OFFSET = EFFECTIVE SPAN E S = M 1 E S (KIPS) = USE LOWER LEVEL SPAN S = HEIGHT H= M0r=(S'H'(C FJT L )) TRIB WIDTH/wall of FLOOR (Ft) = TRIE WIDTH/wall of wallfupper level) (Ft) = TRIB WIDTH/wall of roof (Ft) = Additional resistant moment (K FT) = MrfKIP-FT) SUM OF M= (MorMn), M LOWER LEVEL OFFSET = EFFECTIVE SPAN E S = M / E S (KIPS) - USE ADD NL FORCEIfrom upper level) TOTAL FORCE USE SUM OF MOMENTS. & TENSION TIE SIZING WALL1 135 9 16293 4 0 16111 0182 135 0013 MSTC28 12-16d SINK OR LTT20B 10-16d SINK SSTB16 SSTB20 OR STHD8 24-16d SINK W.ALLJ775 8 15702 10 0 0 0 7098 8606 775 1 110 LTT20B 10-16dSINK & EITHER SSTB16 SSTB20 OR STHD8 24-1 6d SINK 0000 1 110 LTT20B 10-16d SINK & EITHER SSTB16 SSTB20 OR STHD8 24-1 6d SINK WALL_2 0000 oooo 0000 0 KMV/O'#DW/OI#DIV/OI#DIV/OI #DIV/Ot #OW/OI #DW/0! #DIV/OI#orv/oi #OIWOI#DW/OI WALL2 6 8 12168 10 0 0 0 4263 7903 6 1 317 LTT20B 10-16d SINK & EITHER SSTB16 SSTB20 OR STHDS 24-160 SINK 0000 1 317 LTT20B 10-16dSINK & EITHER SSTB16 SSTB20 OR STHD8 24-16d SINK WALL 3 0000 0000 0000 0 #DIV/0< #orv//oi #DIV/Oi #OIWOI #DIV/OI #OIV/0! #OIV/0! #oiv/o' #orv/oi#DIV/OI #DIV/Ol WALL 3 0000 0000 0000 0 *DIV;OI#DIV/OI#orv/oi#Drv/o> #DIV/Ol #OMO!#DW/OI #DIV/0! #DIV/OI 0000 eoiv/oi #DIV/OI #DIV/OI »DW/0! #DIV/0> #DIV/Ol#orv/oi #OIV/0!#orv/oi#DIV/OI WAJLL_4 0000 0000 0000 0 *DIV/0' #DIV/QI #DIV/0!#DW/OI #OW/0!#DIV/OI#orv/oi #DIV/OI#DIV/OI#owrai #DIV/0! WALL 4 0000 0000 0000 0 «DIV/0>#on//oi#ow/oi#orwoi #DNK>< KIDIV/OI ooivrai #OW/Oi #DrVW 0000 #DIV/O' #OIV/OI #OIV/0> #DIV/0! SOW/0! #orv/oi #orv/o! WDW/Oi 0OIV/OI #DIV/Ol WALLS 0000 0000 0000 0 #DIV/0' #OIV/OI #OIV/OI #DIV/OI #DIV/OI #OIV/0! #DIV/OI #DIV/OI #DIV/OI#orv/o' #DIV/0! WALLS 0000 0000 0000 0 #DIV/0!#DIV/OIsorv/oi #DW«)i #OWA)I#DIV/OI#owrai#DW/OI#DIV/OI 0000 ODIV/0'#DIV/OI#DIV/OI HOMO' #DIV/OI #DIV/OI #DIV/0!#DIV/OI #OIV/OI#orv/oi WALL 6 0000 0000 0000 0 (toivrai #DIV/OI#DIV/OI #DW/Oi #DIV/0! #DW/OI #orv/oi «>rwoi #OIV/OI #DW/Oi#DW/OI WALLJ oooo 0000 oooo 0 CDIV/Ol#oiv/oi #DW/OI #OW/OI #orv«i #orv/oi ffowroi #DIV/Oi#orv/oi oooo #DIV/OI #orv/0! #DIV/0! #DIV/OI #orv/oi #oiv/oi #DfJfOI #DIV/Ol #DIV/OI #DIV/OI ToUl tenatti 136 ToUl jenaffi 1376 Title Dsgnr Description Job* Date 1054AM, 16AUG07 Scope Rev 580003User KW 0601683 Ver 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALC Engineering Software Plywood Shear Wall & Footing Page 1 enercalc ecw Calculations Description LINE1,6'SW | General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined~fe # Plywood Layers Plywood Grade Nail Size Thickness Stud Spacing I Loads Vertical Loads Point Load * 1 Point Load* 2 Point Load # 3 Uniform Load # 1 Uniform Load * 2 2 Wall Length 6 000 ft End Post Dimension 3 50 in Structural! Wall Height 8000ft Seismic Factor Q210 8d Wall Weight 16000psf Nominal Sill Thick 200 15/32" Ht/ Length 1333 16 00 in 0 00 Ibs at 0 00 Ibs at 0 00 Ibs at 12800#mooo#m I Overburden Load over Footing 0 00 psf 000 ft 000ft 000ft 0 00 ft to 6 00 ft 0 00 ft to 0 00 ft Lateral Loads Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall Strut Force Applied @ Top of Wall Strut Force Applied @ Top of Wall Moment Applied @ Top of Wall 253 00 #fftooo#m 0 00 Ibs 0 00 Ibs 000ft-* 6000ft 6000ft 1,51800 Ibs 0 00 Ibs {Footing Past Left Edge of Wall Wall Length Past Right Edge of Wall Footing Length Footing Width Footing Thickness 2000ft 6000ft 10000ft 18000ft 1 00 ft 12 00 in Concrete Weight Rebar Cover fc Fy Mm Steel As % 145 00 pcf 3 00 in 2,500 00 psi 60,000 00 psi 0 00140 Footing Analysis Soil Pressures Ecc of Resultant @ Footing Centerime Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing MomentsActual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears vu/ 85 @ 'd' from Left Wall Edge vu/ 85 @ 'd' from Right Wall Edge Allowable Vn Overturning . Overturning Moment Resisting Moment Overturning Stability Ratio Lateral Forces Acting To Left 4972ft 686 13 psf 0 00 psf 1,083 92 ft-# 831 72 ft-* 4 573 psi 11 850 psi 100000 psi 14,468 40 ft-* 31,17000ft-* 2154 1 in Direction To Right 2008ft 76 18 psf 384 49 psf 5,025 70 ft-# 11690ft-# 0521 psi 17084 psi 100000 psi 14,468 40 ft-# 43,458 00 ft-* 3004 1 JOB NUMBER JOB DESCRIPTION LINE TOT SHEAR WALL L TL(upper)= TOT SHEAR WALL L T L (lower)= 06-100 NICHOLSON REV 8-16-07 3M 17 75 Ft 28 Ft LATERAL CALCULATIONS WIND PW PR AREA OF WALL AW= AREA OF ROOF AR= 0 F *AW'PW+AR'PR 00118 ksf 00091 ksf from Wind design values sheet from Wind design values sheet LOWER (Sln8lo) UPPER (2nd floor) Ft"2 Ft"2 0 OOP kips SEISMIC DLW (wall)= LLR(roof) SNOW= DLR (roof)= DLF(Floor) = Total wall area for weight (AW) = PROJECTED FLOOR AREA (AF) PROJECTED ROOF AREA (AR)= W=AR*(DLR-fLLRM)+AWDLW+AF*DLF From Seismic Design Value sheet x - Where V • x*W » W/.p- E«pV- 0016 ksf 0 ksf (don 1 enter if 0 03 ksf OR LESS) 0016 ksf 0015 ksf LOWER UPPER (Singto) (2nd Floor) 500 230 Ft"2 340 0 Ft"2 250 820 Ft"2 33 9 168 kips 0210 7 103 3 520 kipl 100 7 103 3 (20 klpi LOWER UPPER CONTROUNO FORCE, C F •7103 3 620 kips LATERAL SIZING KIPS/FT =CF/TL LOWER 0254 UPPER 0198 LOWER UPPER PANEL 10 F E KIPS/FT 0 31 0 26 JOB*06-100 LINE 3&4 UPPER LEVEL SPAN S = HEIGHT H= MOT=(S'H'(C F n L )) TRIB WIDTH.'wall of roof(Ft) = Additional resistant moment (K FT) = MR(KIP-FT) SUM OF M= (MOT-MR), M UPPER LEVEL OFFSET = EFFECTIVE SPAN ES = MIES (KIPS) = USE 10 wall uplift negligible X23 = 3 074729085 LOWER LEVEL SPAN S = HEIGHT H= MoHS'H'ICFJTL)) TRIB WIDTH/wall of FLOOR (Ft) = TRIB WIDTH/wall of wallfupper level) (Ft) = TRIB WIDTH/wall of roof (Ft) = Additional resistant moment (K FT) = M^KIP-FT) SUM OF M» (MOT-MR), M LOWER LEVEL OFFSET = EFFECTIVE SPAN ES = M/ES (KIPS) = USE ADD NL FORCE(from upper level) TOTAL FORCE USE 2K LOAD FROM BM 2 & 3 SUM OF MOMENTS. & TENSION TIE SIZING WALL1 10 9 17848 11 10640 7308 10 0731 MSTC28 12-16d SINK OR LTT20B 10-16d SINK SSTB16 SSTB20 OR STHD8 24-16d SINK WALL1 20 8 40688 0 0 12 0 54400 13812 20 -0691 NONE OR NONE 0000 -0691 & EITHER FALSE FALSE OR NONE WALL 2 775 9 13832 4 3472 10361 775 1 337 MSTC40 28-16d SINK OR LTT20B 10-16dSINK SSTB16 SSTB20 OR STHD8 24-1 6d SINK WALL 2 8 8 16236 10 0 0 0 6821 10414 8 1 302 LTT20B 10-16d SINK & EITHER SSTB16 SSTB20 OR STHD8 24-160 SINK 2000 -0698 NONE OR NONE WALL 3 0000 0000 0000 0 0DIV/0! #OIWO' #DIVrt)i #DIV/OI #DW/OI #DIV/OI #OIV/Ol #ow/oi #DIWM #DIV/OI #OIV/OI WALL 3 0000 0000 0000 0 #DIV/OI#OMO! #OIV/0! #OIV/0< ODIV/OI #OIV/OI #DW/Ol#DIV/OI#DIV/O' 0000 8DIV/OI #DIV/OI#orv/oi #DIV/OI #OIV/OI #orv/o! #OIV/OI #DIV/OI#Divrai WALL 4 0000 0000 0000 0 #DIV/0'#DIV/OI #DIV/OI #DIV/OI #DIV/OI 0DIV/OI#DIV/OI #OIV/OI#orv/oi #DIV/OI #DIV/OI WALL 4 0000 0000 0000 0 #DIV/0'#DIV/OI #DW/Oi #DIV/OI #DIWQl #DIV/QI #DW/OI ttDMOl #DIV/0' 0000 #DIV/0> #DIV/OISDIV/OI #DIV/Ol ttDfJIOl #DIV/Ol #DW/OI #DIV/OI#DIV/OI WALLS 0000 oooo 0000 0 #DIV/O'#DIV/OI #OIVA)i #DIV/0!#DIV/OI #OIV/OI #DIV/Ol #OIV/OI#DIV/OI #OIV/OI #DIV/OI WALLS 0000 0000 0000 0 #DIV/0! #DW/O' #DW/Oi #DW/OI #DIVW #DIVA)l #DW/OI #OIV/OI#DIV/O' 0000 #DIV/0! #DIV/01 #DIV/Ol #DIV/Ol #DIWO> #D(V/Ol SDIVW #DIV/OI WDIV/0! WALL 6 0000 0000 0000 0 #DIV/0!#orwo> #DIV/0! #OIV/OI #DIV/OI #DIVA)l #DIV/0> #OIV/0' #DIV/OI#DIV/OI #DMO! WALL 6 0000 0000 0000 0 #DIV/0'#DIV/OI #DIV/OI #DW/OI ttDN/Ol #DIV/OI #DW/Oi#DIV/OI #DFV/0' 0000 #DIV/0' #DIV/O' #DIV/OI #DIV/O< #DIV/0!SDIV/OI#DIV/OI SDIV/OI #DW/OI Total lannth 1776 ToUl length 28 JOB NUMBER. JOB DESCRIPTION LINE TOT SHEAR WALL L T L (upper)= TOT SHEAR WALL L TL (lower)* 06-100 NICHOLSON REV 8-16-07 A 11 Ft 2575 Ft LATERAL CALCULATIONS WIND PW PR AREA OF WALL AW= AREA OF ROOF AR= D f «AWPW+AR'PR 00118 ksf 00091 ksf from Wind design values sheet from Wind design values sheet LOWER UPPER (Slngto) (2nd floor) 77 68 1 626 1 626 Ft*2 F(A2 kips SEISMIC DLW (wall)= LLR (roof) SNOW= DLR (roof)= DLF(Floor) = Total wall area for weight (AW) = PROJECTED FLOOR AREA (AF) PROJECTED ROOF AREA <AR)= W^AR-pLR+LLRM^AWDLW+AF'DLF From Seismic Design Value sheet x - Where V = X-W = w/, p = EapVs 0016 ksf 0 ksf 0016 ksf 0015 ksf {don t enter if 0 03 ksf OR LESS) LOWER UPPER (Singla) (2"* Floor) 550 85 706 0 550 390 3579 76 0210 7 499 1 592 100 7 499 1 692 Ft"2 Ft"2 Ff>2 kips kips kips CONTROLINO FORCE, C F = KIPS/FT '=CF/TL LOWER UPPER 7.499 1 692 Up* LATERAL SIZING LOWER UPPER 0291 0145 /X / LOWER ./^ UPPER PANEL I D ^S9f D KIPS/FT PEj^ 0 18 '(ALL ABUTTING PLYWOOD EDGES MUST BE FRAMED WfTH 3x MEMBERS AT LOWER LEVEL HORIZONTAL & VERTICAL ) JOB*06-100 LINE A UPPER LEVEL SPAN S = HEIGHT H= MOTi(S'H'(C F (T L )) TRIG WIDTH/wall of roof(R) = Additional resistant moment (K FT) = MR(KIP-FT) SUM OF H- (MOT-MR), M UPPER LEVEL OFFSET = EFFECTIVE SPAN E S = M/ES (KIPS) = USE LOWER LEVEL. SPAN S = HEIGHT H= MoT«(S'H'<CF/TL)) TRIB WIDTH/wall of FLOOR (Ft) = TRIB WIDTH/wall of wall(upper level) (Ft) = TRIB WIDTH/wall of roof (Ft) = Additional resistant moment (K-FT) - •MKIP-FT) SUM OF M* (MoHMn), M LOWER LEVEL OFFSET = EFFECTIVE SPAN ES = M/ES (KIPS) = USE LTT20B RETROFIT HD ADD NL FORCE(from upper level) TOTAL FORCE USE SUM OF MOMENT'S. & TENSION TIE SIZING WALL1 11 9 14331 6 0 12342 1 989 11 0181 MSTC28 12-16d SINK OR LTT20B 10-16d SINK SSTB16 SSTB20 OR STHD8 24-16d SINK WALL1 4 7 8164 1 9 0 0 1843 6311 4 1578 HTT16 18-16d SINK &EFTHER SSTB16 SSTB20 OR STHD8 24-16d SINK 0000 1578 HTT16 18-16d SINK & EITHER SSTB16 SSTB2Q OR STHD8 24-1 6d SINK WALL 2 0000 0000 oooo 0 #DIV/0' #DIWD! #DW/0! #DWK>' #DIV/OI #DIV/OI #DIV/0! #DMOI #DMOI #DW/D! #DIWOI WALL 2 4 7 8164 5 9 0 0 22S1 5903 4 1476 HTT16 18-16(1 SINK SErTHER SSTB16 SSTB20 OR STHD8 24-16d SINK 0000 1476 HTT16 18-16d SINK & EITHER SSTB16 SSTB20 OR STHD8 24-16d SINK WALL 3 0000 0000 0000 0 ffDIV/0'#Drv/oi #DIV/Oi #D(W MHV/Di#orv/o> #DW/0! #DIV/OI ifONIOi #orwo!#oiv/oi WALL 3 1125 7 22933 5 9 0 0 10919 12014 1125 1068 LTT20B 10-180 SINK & EITHER SSTB16 SSTB20 OR STHD8 24-16d SINK 0000 1068 LTT20B 10-16dSINK SEfTHER SSTB16 SSTB20 OR STHD8 24-1 6d SINK WALL 4 0000 0000 0000 0 #DIV/0' #DIWOI #DIV/0>#owro' #DW/OI #DIV/OI #DIV/OI #DW/0! (H3IV/OI #DIV/OI #OIV/OI WALL 4 65 7 13250 5 9 0 0 3646 9605 65 1478 HTT16 18-160 SINK & EITHER SSTB16 SSTB20 OR STHD8 24-16d SINK 0000 1 478 HTT16 18-16dSINK & EITHER SSTB16 SSTB20 OR STHD6 24-1 6d SINK WALLS 0000 0000 0000 0 0DIV/0' #DIV/0> #DIV/OI#DW/OI#DIV/OI #DIV/0! #DIV/0! #DIV/0!#Dwroi #OV/0! ftDIWOi WALLS 0000 0000 0000 0 tfDIV/01 #OIV/0> #DWW *OIV/OI #DIV/OI #DIV/0> #DIV/OI #DWOT #DIV/OI 0000 DDIVIQl #O(V/OI #DIV/0! #DIV/0! ttW/0! #DW/0' #OIV/Oi #OIV/0! #DIV/OI WALLS 0000 0000 0000 0 #DIV/0!#DIV/OI #DW/OI #DW/0! #OIV/Oi #DIV/0! #DIV/OI#DIV/OI #DW/DI#DIV/OI #DIV/OI WALL 6 0000 0000 0000 0 M3IV/01 #OIV/0!#ow«)' #DIV/0! #DIWO' #DIV/0> #DIV/OI #DW»i SDIV/01 0000 #DIVK>' SDIV/OI #DIV«)i #D(V/OI 0DIV/OI #DM/QI #DIV/0! #DIV/Ol #DIV/OI ToUl l»nnth 11 Total length 2676 Title Dsgnr Description Scope Job* Date 1 15PM 18 AUG07 Rev 580003 User KW 0601683 Ver 5 8 0 1-Dec 2003 (CJ1983 2003 ENERCALC Engineering Software ' ' Plywood Shear Wall & Footing Description LINE A FIELD REV 8-16-07, 4' WALL, LEFT MOST General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined # Plywood Layers Plywood Grade Nail Size Thickness Stud Spacing 1 Structural I 8d 15/32" 16 00 in Wall Length Wall Height Wall Weight Ht / Length 4000ft 7000ft 16000 psf 1 750 End Post Dimension Seismic Factor Nominal Sill Thick 3 50 m 0210 200 Loads Vertical Loads Point Load # 1 800 00 Point Load # 2 400 00 Point Load #3 0 00 Uniform Load #1 80 00 Uniform Load #2 0 00 Lateral Loads Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall Strut Force Applied @ Top of Wall Strut Force Applied @ Top of Wall Moment Applied @ Top of Wall Footing Past Left Edge of Wall Wall Length Past Right Edge of Wall Footing Length Footing Width Footing Thickness Ibs at Ibs at Ibs at #/ft#m 291 00 #ffi 0 00 #/ft 0 00 Ibs 0 00 Ibs OOOft-# 4750 ft 4000ft 1 500 ft 10250 ft 100ft 1200 in Overburden Load over Footing 0 00 psf 000ft 475ft 000ft 0 00 ft to 3 50 ft 0 00 ft to 0 00 ft 4000ft 4000ft = Concrete Weight Rebar Cover fc Fy Mm Steel As % 1,16400 Ibs 000 Ibs " ~ " " "g 14500 pcf 3 00 in 2,500 00 psi 60,000 00 psi 0 00140 Footing Analysis Lateral Forces Acting in Direction Soil Pressures Ecc of Resultant @ Footing Centerlme Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing MomentsActual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears vu/ 85 @ 'd1 from Left Wall Edge vu/ 85 @ 'd1 from Right Wall Edge Allowable Vn Overturning Overturning Moment Resisting Moment Overturning Stability Ratio To Left 2101 ft 752 63 psf 0 00 psf 5,983 55 ft-# 541 88 ft-# 19643 psi 0415 psi 100 000 psi 9,735 36 ft-# 20,061 03 ft-# 2061 1 To Right 3602ft 0 00 psf 1,49459 psf 1,47402 ft-# 1,71757 ft-# 5 805 psi 3 935 psi 100000 psi 9,735 36 ft-# 14,935 03 ft-# 1 534 1 Rev 530003 "" ~ User KW-0601663 VerSSO 1 Oec-2003 (CJ1983 2003 ENERCAI.C Engineering Software Title Dsgnr Description Scope Plywood Shear Wall & Footing Job* Date 1 15PM 18AUG07 Page 1 enercalc ecw Calculations Description LINE A FIELD REV 8-16-07, 4' WALL, LEFT CENTER General Information Dode Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined # Plywood Layers Plywood Grade Nail Size Thickness Stud Spacing 1 Structural I 8d 15/32" 1600 in Wall Length Wall Height Wall Weight Ht / Length 4000ft 7000ft 16 000 psf 1750 End Post Dimension Seismic Factor Nominal Sill Thick 3 50 m 0210 200 Loads Vertical Loads Point Load # 1 2,240 00 Ibs Point Load # 2 400 00 Ibs Point Load #3 0 00 Ibs Uniform Load #1 80 00 #/ft Uniform Load # 2 250 00 #/ft Lateral Loads Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall Strut Force Applied @ Top of Wall Strut Force Applied @ Top of Wall Moment Applied @ Top of Wall at at at 291 00 #/ft 0 00 #/ft 0 00 Ibs 0 00 Ibs OOOft-# Overburden Load over Footing 0 00 psf 200ft 400ft 000ft 0 00 ft to 2 00 ft 2 00 ft to 4 00 ft 4000ft = 1,16400 Ibs 4000ft = 000 Ibs Footing Past Left Edge of Wall Wall Length Past Right Edge of Wall Footing Length Footing Width Footing Thickness 2500ft 4000ft 1 250ft 7 750 ft 1 00ft 12 00 in I'WFW'V^W'-*1"^^ •yw.'iTfi. Concrete Weight Rebar Cover fcFy Mm Steel As % 14500pcf 300 in 2,500 00 psi 60,000 00 psi 000140 Footing Analysis Soil Pressures Ecc of Resultant @ Footing Centerlme Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing MomentsActual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears vu/ 85 @ 'd' from Left Wall Edge vu/ 85 @ 'd1 from Right Wall Edge Allowable Vn Overturning Overturning Moment Resisting Moment Overturning Stability Ratio Lateral Forces Acting in Direction To Left To Right 1283ft 2713ft 1,253 25 psf 3 98 psf 3462 13ft-# 17530ft-# 15601 psi 0 000 psi 100 000 psi 9,735 36 ft-# 22,360 53 ft-# 2297 1 0 00 psf 2,795 43 psf 2,046 59 ft-# 475 78 ft-# 2 073 psi 0 000 psi 100 000 psi 9,735 36 ft-# 15,395 53 ft-# 1 581 1 Rev 580003 User KW-0501683 Ver 5 8 0 1 Dec 2003 (CJ1983 2003 ENERCALC Engineering Software Title Osgnr Description Scope Plywood Shear Wall & Footing Job# Date 1 15PM, 18AUG07 Page 1 enercalc ecw Calculations Description LINE A FIELD REV 8-16-07, 1125'SW, General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined # Plywood Layers Plywood Grade Nail Size Thickness Stud Spacing 1 Structural I 8d 15/32" 1600m Wall Length Wall Height Wall Weight Ht / Length 1 1 250 ft 7000ft 16 000 psf 0622 End Post Dimension Seismic Factor Nominal Sill Thick 3 50 m 0210 200 Loads r Vertical Loads Point Load # 1 200 00 Ibs Point Load # 2 200 00 Ibs Point Load #3 0 00 Ibs Uniform Load # 1 250 00 #/ft Uniform Load #2 0 00 #/ft Lateral Loads Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall Strut Force Applied @ Top of Wall Strut Force Applied @ Top of Wall Moment Applied @ Top of Wall at at at 291 00 #/ft 0 00 #/ft 0 00 Ibs 0 00 Ibs OOOft-# 000ft 11 25ft 000ft 000ft 000ft * * Overburden Load over Footing 0 00 psf to 1 1 25 ft to 0 00 ft 11250ft = 3,27375 Ibs 11 250ft = 000 Ibs Footing Past Left Edge of Wall Wall Length Past Right Edge of Wall Footing Length Footing Width Footing Thickness 1000ft 11 250 ft 1 000 ft 13250 ft 1 00ft 1200 in Concrete Weight Rebar Cover fc Fy Mm Steel As % 145 00 pcf 300 in 2,500 00 psi 60,000 00 psi 0 00140 Footing Analysis Lateral Forces Acting in Direction Soil Pressures Ecc of Resultant @ Footing Centerlme Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing MomentsActual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears vu/ 85 @ 'd' from Left Wall Edge vu/ 85 @ 'd' from Right Wall Edge Allowable Vn Overturning Overturning Moment Resisting Moment Overturning Stability Ratio To Left 4282ft 1,819 57 psf 0 00 psf 882 83 ft-# 7613ft-# 0 000 psi 0 000 psi 100000 psi 27,380 70 ft-# 42,358 59 ft-# 1 547 1 To Right 4282ft 0 00 psf 1,81957 psf 882 83 ft-# 7613ft-# 0 000 psi 0 000 psi 100 000 psi 27,380 70 ft-# 42,358 59 ft-# 1 547 1 Title Dsgnr Description Job* Date 1 15PM 18AUG07 Scope Rev 580003 "User KW-0601683 Ver 5 8 0 1 Dec 2003 (c)1983?003ENERCALC Engineering Software Plywood Shear Wall & Footing Page 1 enercalc ecw Calculations Description LINE A FIELD REV 8-16-07, 6 5' WALL i General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined # Plywood Layers Plywood Grade Nail Size Thickness Stud Spacing 1 Structural I 8d 15/32" 16 00 in Wall Length Wall Height Wall Weight Ht / Length 6500ft 7000ft 16 000 psf 1 077 End Post Dimension Seismic Factor Nominal Sill Thick 3 50 m 0210 200 ! Loads Vertical Loads Point Load # 1 200 00 Ibs Point Load #2 0 00 Ibs Point Load #3 0 00 Ibs Uniform Load # 1 290 00 #/ft Uniform Load #2 0 00 #/ft Lateral Loads Uniform Shear @ Top of Wall Uniform Shear @ Top of Wall Strut Force Applied @ Top of Wall Strut Force Applied @ Top of Wall Moment Applied @ Top of Wall Footing Past Left Edge of Wall Wall Length Past Right Edge of Wall Footing Length Footing Width Footing Thickness at at at 291 00 #/ft 000#/ft 0 00 Ibs 0 00 Ibs OOOft-# 1 250ft 6500ft 5000 ft "12750 ft 1 00ft 12 00 in Overburden Load over Footing 0 00 psf 000ft 000ft 000ft 0 00 ft to 6 50 ft 0 00 ft to 0 00 ft 6500ft = 1,891 50 Ibs 6500ft = 000 Ibs J Concrete Weight 14500pcf Rebar Cover 3 00 in f c 2,500 00 psi Fy 60,000 00 psi Mm Steel As % 000140 | Footing Analysis Lateral Forces Acting in Direction Soil Pressures Ecc of Resultant @ Footing Centerlme Soil Pressure @ LEFT Side of Footing Soil Pressure @ RIGHT Side of Footing MomentsActual Mu @ Left Wall Edge Actual Mu @ Right Wall Edge Shears vu/ 85 @ 'd' from Left Wall Edge vu/ 85 @ 'd' from Right Wall Edge Allowable Vn Overturning Overturning Moment Resisting Moment Overturning Stability Ratio To Left 4664ft 1,816 82 psf 0 00 psf 1,31603ft-# 475 78 ft-* 0 000 psi 6 219 psi 100 000 psi 15,819 96 ft-# 23,794 28 ft-# 1 504 1 To Right 2123ft 0 39 psf 730 86 psf 4,865 84 ft-# 98 09 ft-# 0 000 psi 21 803 psi 100000 psi 15,81996 ft-# 35,643 03 ft-# 2253 1 PA Wyerhaeuser BusinessTJ Beam® 6 25 Senal Number 7004119188 User 2 8/16/200792822 AM Page 1 Engine Version 6 25 71 FJ-01, FIELD REV 8-16-07 16"TJI®360@16"o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -23'4"- Product Diagram is Conceptual LOAt Analysis is for a Joist Member Pnmary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 150 Dead SUPPORTS- Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Lrve/DeadAJplmVTotal 1 Stud wall 350" 350" 622/233/0/856 A1 Blocking 1 Ply 16" TJI® 360 2 Stud wall 350" 350" 622/233/0/856 A1 Blocking 1 Pry 16" TJI® 360 -SeeTJ SPECIFIER'S /BUILDERS GUIDE fordetail(s) A1 Blocking DESIGN CONTROLS: Shear (tos) Vertical Reaction (Ibs) Moment (R-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Maximum Design Control Control Location 840 -834 2190 Passed (38%) RL end Span 1 under Floor loading 840 840 1505 Passed (56%) Beanng2 under Floor loading 4814 4814 8405 Passed (57%) MID Span 1 under Floor loading 0389 0573 Passed (U707) MID Span 1 under Floor loading 0 535 1 146 Passed (L/514) MID Span 1 under Floor loading 44 40 Passed Span 1 -Deflection Criteria STANDARD(LL L/480.TL U240) -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking -Bracing(Lu) All compression edges (top and bottom) must be braced at 4' 5" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: -IMPORTANT' The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design toads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS •Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above PROJECT INFORMATION: #0 NICHOLSON FAMILY ADDITION OPERATOR INFORMATION: Copyright © 2006 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-BearaB are registered trademarks of Trus Joist e-I Joist™, Pro™ and TJ-Pro™ are trademarks of Trus Joist FJ-02, FIELD REV 8-16-07 TJ Beam®6 25 Senal Number 70041191«T 1 6" T Jl® 360 @ 1 9.2" O/C P£? ErZT^5e5 2T7i THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -20' Product Diagram is Conceptual LOADS Analysis is for a Joist Member Primary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 15 0 Dead SUPPORTS: Width Length 1 Timberstrand LSL Beam 350" Hanger 2 Timberstrand LSL Beam 350" Hanger Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Ltve/Dead/UpltnVTotal 640/240/0/880 1 640 / 240 / 0 / 880 1 Depth 16 00" N/A 16 00" N/A H1 Face Mount Hanger None H1 Face Mount Hanger None -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s) H1 Face Mount Hanger HANGERS' Simpson Strong-Tie® Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger IUT3516 0/12 0 No N/A N/A N/A 2 Face Mount Hanger IUT3516 0/12 0 No N/A N/A N/A -Nailing for Support 1 Face 16-N10, Top N/A, Member 2-N10 -Nailing for Support 2 Face 16-N10, Top N/A, Member 2-N10 DESIGN CONTROLS. Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Maximum Design Control Control Location 854 -854 2190 Passed (39%) Rt end Span 1 under Floor loading 854 854 1505 Passed (57%) Bearing 2 under Floor loading 4147 4147 8405 Passed (49%) MID Span 1 under Floor loading 0 248 0 485 Passed (L/941) MID Span 1 under Floor loading 0341 0971 Passed (L/884) MID Span 1 under Floor loading 52 40 Passed Span 1 -Deflection Cntena STANDARD(LL L/480.TL L/240) -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking -Bracmg(Lu) All compression edges (top and bottom) must be braced at 4' 9" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above PROJECT INFORMATION: #06-100 NICHOLSON FAMILY ADDITION OPERATOR INFORMATION: Copyright & 2006 by Trus Joist, a Weyerhaeuser Business TJIiJD, TJ-BeaioR and TimberStrar.d® are registered trademarks of Trus Joist e-I Joist*, Pro™ and TJ-Pro™ are trademarks of Trus Joist Simpson Strong-Tie® Connecters is a registered trademark of Simpson Strong-Tie Company, Inc Title Dsgnr Description Job* Date 1103AM 16AUG07 Scope Rev 580004User KW 0601683 Ver 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALC Engmeenng Software General Timber Beam Page 1 enercalc ecw Calculations Description BM-100 General Information CodeRef 1997/2001 NDS 2000/2003 IBC 2003 NFPA 5000 Base allowables are user defined Section Name 4x12 Center Span Beam Width 3 500 in Left Cantilever Beam Depth 1 1 250 in Right Cantilever Member Type Sawn Douglas Fir - Larch Bm Wt Added to Loads Fb Base Allow Load Dur Factor Beam End Fixity Wood Density I Full Length Uniform Center Left Cantilever Right Cantilever 1 000 Fv Allow Pin-Pin Fc Allow 35000pcf E Loads DL 550 00 */ft LL DL #ffi LL DL #/ft LL 450ft Lu 450ft ft Lu 0 00 ft ft Lu 0 00 ft (North), No 2 875 0 psi 1700 psi 625 0 psi 1,3000ksi I 56000 #/ft */ftm i Point Loads Dead Load 800 0 Ibs Live Load 800 0 Ibs distance 2 000 ft | Summary |~ Span= 4 50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 743 52 psi Fb 952 68 psi Ibs Ibs Ibs Ibs Ibs Ibs Ibs Ibs 0000ft 0000ft 0000ft 0000ft = 3 500m x Depth = 1 1 25m 0780 1 46k-ft 59 k-ft 457k-ft at 000 k-ft at 0 00 k-ft 000 k-ft 586 fv 89 90 psi Fv 170 00 psi Ends are Pin-Pin Maximum Shear * 1 1998ft 4500 ft Reactions LeftDL Right DL Allowable Shear Camber 1 70 k 1 61 k Ibs Ibs Ibs Ibs 0000ft 0000ft 5 ©Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 35 k 67 k 341 k 323k 0 000 in 0 022 in 0 000 in 341 k 323k , >usiness TJ Beam® 6 25 Senal Number 7004119188 User 2 8/16/20073 1355PM Page 1 Engine Version 6 25 71 BEAM-02rev 8-16-07 3 1/2" x 16" 1.7E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -12'6"- ProdLict Diagram is Conceptual LOADS Analysts is for a Header (Flush Beam) Member Tributary Load Width 1' Primary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 150 Dead Vertical Loads Class Roof(1 25) Roof(1 25) Ftoor(1 00) Ftoor(100) Seismic (Strength Based)(1 30) Type Tapered(ptf) Pomt(lbs) UnifomXpsf) UnrforrrKpsf) Point(lbs) 8'WALL Uniform(psf) Pomt(lbs) 8'WALL SUPPORTS. 1 Stud wall 2 Stud wall Live OOT0640 800 00 4000 3075 Dead OOT0640 800 1080 1500 0 Location o Toe- s' OToS1 0 To 12' 6" 8' Application Adds To - Adds To Adds To - Comment ROOF GT WALL FLOOR LINE 3 Roof(125) 1600 Seismic (Strength Based)(1 30) -3075 1600 8'To 12'6" Adds To 0 6" - LINES Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/UpliftTTotal 350" 388" 3474/2290/0/5765 350" 444" 3973/2636/0/6609 Detail Other A1 Blocking 1 Pry 1 1/4" x 16" 1 3E TimberStrand® LSL A1 Blocking 1 Ply 1 1/4" x 16" 1 3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE fordetail(s) A1 Blocking -Beanng length requirement exceeds input at supports) 1,2 Supplemental hardware is required to satisfy bearing requirements DESIGN CONTROLS: Maximum Shear (Ibs) -6476 Moment (Ft-Lbs) 20621 Live Load Deft (in) Total Load Defl (in) Design Control Control Location -4114 14933 Passed (28%) Rt. end Span 1 under Floor loading 16136 31510 Passed (51%) MID Span 1 under Floor loading 0181 0 304 Passed (L/807) MID Span 1 under Seismic loading 0 304 0 608 Passed (L/480) MID Span 1 under Seismic loading -Deflection Criteria STANDARD(LL L/480.TL L/240) -Bracing(Lu) All compression edges (top and bottom) must be braced at 12' 6" o/c unless detailed otherwise bracing is required to achieve member stability Proper attachment and positioning of lateral ADDITIONAL NOTES. -IMPORTANT' The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above PROJECT INFORMATION: #06-100 NICHOLSON FAMILY ADDITION OPERATOR INFORMATION. Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand1?: is a registered trademark of Trus Joist C \Documents and Settings\owner\Desktop\MPA Jobs\06-100 NICHOLSON ADD\TJ BEAMNBM-02 REV 8-16-07 sins BEAM-03 3 1/2" x 16" 1.7E TimberStrand® LSLxisincss TJ Beam® 6 25 Senaf Number' 7004119188 P^? E^Mve^™i THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -12'-Prodnct Diagram is Conceptual LOADS Analysis is for a Header (Flush Beam) Member Tributary Load Width r Primary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 15 0 Dead Vertical Loads Type Class Live Dead Location Application Comment Pomt(lbs) Roof(125) 800 800 6' - GT Uniform(plf) Roof(125) 1600 1600 6'To 12' Adds To ROOF UnifomXplf) Floor(100) 00 1600 OTo12' Adds To WALL Unrform(plf) Floor(100) 4600 1750 OTo12' Adds To FLOOR SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Lrve/Dead/Uplrft/Total 1 Timberetrand LSL 350" Hanger 3671 / 287 V 0 / 6542 1 1600" N/A H1 Top Mount None Beam Hanger 2 Stud wall 350" 497" 4089/3304/0/7393 N/A N/A N/A A1 Blocking 1 Ply 1 1/4"x16" 1 3E TimberStrand® LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s) H1 Top Mount Hanger,A1 Blocking -Bearing length requirement exceeds input at support(s) 2 Supplemental hardware is required to satisfy bearing requirements HANGERS Simpson Strong-Tie® Connectors Support Model Slope Skew Reverse Flanges 1 Top Mount Hanger HB3 56/16 0/12 0 N/A -Nailing for Support 1 Face 16-16d, Top 6-16d , Member 10-N16 Top Flange Offset No Top Flange Slope 0 Support Wood Species N/A DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) -7195 -4603 14933 Passed (31%) Moment (Ft-Lbs) 21759 18104 31510 Passed (57%) Live Load Deft (in) 0165 0289 Passed (L/839) Total Load Deft (in) 0299 0577 Passed (L/464) Location Rt end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Deflection Crrtena STANDARD(LL U480.TL L/240) -Bracmg(Lu) All compression edges (top and bottom) must be braced at 12' o/c unless detailed otherwise bracing is required to achieve member stability Proper attachment and positioning of lateral PROJECT INFORMATION #06-100 NICHOLSON FAMILY ADDITION OPERATOR INFORMATION: Copyright '3 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand® and TimberStrand® are registered trademarks o£ Trus Joist Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc 'AUcyerhacuscr Business TJ Beam® 6 25 Serial Number 7004119188 User 2 8/16/200743934 PM Page 1 Engine Venwon 6 25 71 BEAM-04 added 8-16-07 3 1/2" x 14" 1.7E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -10'6"- Product Diagram is Conceptual LOADS- Analysis is for a Header (Flush Beam) Member Tributary Load Width 1' Primary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 150 Dead Vertical Loads Type Class Live Dead Location Application Comment Point(lbs) Floor(100) 3671 2871 3'6" - BM-03 Uniform(plf) Ftoor(1 00) 240 0 90 0 0 To 3' 6" Adds To FRAMING AT STAIRWELL SUPPORTS. 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Width Length Live/Dead/Uplift/Total 350" 386" 3386/2356/0/5743 350" 181" 1545/1151/0/2696 Detail Other A1 Blocking 1 Ply 1 1/4" x 14" 1 3E TimberStrand® LSL A1 Blocking 1 Ply 1 1/4" x 14" 1 3E TimberStrand® LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for delays) A1 Blocking -Bearing length requirement exceeds input at supports) 1 Supplemental hardware is required to satisfy bearing requirements DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 5676 5158 13067 Passed (39%) Moment (Ft-Lbs) 16894 16694 24423 Passed (68%) Live Load Defl (in) 0126 0254 Passed (U969) Total Load Defl (in) 0219 0508 Passed (L/557) Location Lt end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading -Deflection Criteria STANDARD(LL L/480.TL L/240) -Bracing(Lu) All compression edges (top and bottom) must be braced at 10' 6" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: -IMPORTANT' The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above PROJECT INFORMATION; #06-100 NICHOLSON FAMILY ADDITION OPERATOR INFORMATION: Copyright © 2006 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist C \Docujnents and Settings\owner\Desktop\MPA Jobs\06-100 NICHOLSON ADDXTJ BEAM\BM-04 ADDED 8-16-07 sms