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1369 MAGNOLIA AVE; ; CB102124; Permit
1 ... City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-12-2J11 , Residential Permit Permit No: CB102124 Building Inspection Request Line (760) 602-2725 Job Address: 1369 MAGNOLIA AV CBAD Permit Type: RESDNTL Sub Type: SFD Status: ISSUED Parcel No: 2052801600 Lot #: 0 Applied: 11/12/2010 Valuation: $90,680.00 Construction Type: 5B Entered By: RMA Occupancy Group: Reference #: Plan Approved: 01/12/2011 # Dwelling Units: 1 Structure Type: SFD Issued: 01/12/2011 Bedrooms: 4 Bathrooms: 2 Inspect Area: Project Title: CAVANAUGH RES-DEMO EXISTING Orig PC#: 1572 SF HOME, INSTALL NEW 3135 SF MODULAR HOME Plan Check # W/ 408 SF MODULAR GARAGE, 205 SF MODULAR PORCH & 233 SF UNFINISHED ATTIC Applicant: Owner: [-.- T & M CONSTRUCTION ( cWILLIAMIJ. CAVANAUGH icr STE 301 1369 MAGNO1IAAVE7 140 E STETSON AV 92543 951:72-0924 619-507-2727 Building Permit $604.98 Meter Size Add'l Building Permit Fee / . $0.00 AddiRecI. Water Con. Fee \ $0.00 Plan Check / / $393.24 : Meter Feb' •__.r' s:7 $0.00 Add'l Plan Check Fee $0.00 SDCWA Fee \ \ $0.00 Plan Check Discount / $0.00CFD Payoff Fee $0.00 Strong Motion Fee f I $9.07 1PFF(3105540) $0.00 Park in Lieu Fee $0.00 PFF(4305540) $0.00 Park Fee ( $0.00 License Tax (3104193)' ' I I $0.00 LFM Fee $0.00 Licens Tax (4304193) j $0.00 Bridge Fee $0.00 \ rTr p (3105541) / / $0.00 Other Bridge Fee $0.00 I Traffic lmpictFee(4305541)/ / $0.00 BTD #2 Fee \ $0.00 I Sidewalk Fee...; $0.00 BTD#3 Fee \ $0.00 I PLUMBINGTOTAL / / $42.00 Renewal Fee \ $0.00 \ELECTRICAC'TOTAL / / $20.00 AddI Renewal Fee \ \ $0.00 MECHANICAL TOTAL / / $0.00 Other Building Fee \ $000 0 ¶iousii'ig IMact Fee ,/ / $0.00 HMP Fee \ N., $0.00 H6tsing InLieu Fee / $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee . / $0.00 Meter Size A ----,Master. DraAage Fe / $1,812.40 Add'I Pot. Water Con. Fee $0.00 Sewer Fee- "\ / $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473) Fee $1.00 Fire Sprinkler Fes ./ ?? TOTAL PERMIT FEES $2,882.69 Total Fees: $2,882.69 Total Payments To Date: $2,882.69 Balance Due: $0.00 FINAL APP Inspector: Date: O/L (j',7[ 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 tees/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 CITY OF CARLSBAD IO—E Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 /2718 /2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. Est. Value I Plan Ck. Deposit jc73, 12/ Date lili') Ii,, JOB ADDRESS . SUITE#/SPACE#/UNIT# APN 1369 Magnolia Avenue 205 - 280 - 16 - 00 CT/PROJECT # LOT # PHASE # # OF UNITS 00MS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP 1 #8EDR 4 2 DESCRIPTION OF WORK: lrn,l,,d. S F et of - a p v(cr New Single Family 2-Story Mapufadured Home consisting of: /107 bA 1,812 sq ft first floor,1,61 8sq-ft cccnd-fioer 8s -garage,05 sq-ft porcb,_233-s-ftttitg ,, , & EXISTING USE PROPOSED USE GARAGE (SF) IPA710S (SF) 'ftc (SF) FIREPLACE AIR CONDITIONING FIRE PFINILER Vacant SFR 408 I 205 I"D. NO YES NO YESENO CONTACT NAME (if Different Fom Applicant) Todd Kesseler APPLICANT NAME T&M Construction, Inc. ADDRESS ADDRESS (See applicant) 105 E. Stetson Ave, Suite 301 CITY STATE ZIP CITY STATE ZIP __________________________ Hemet Ca 92543 PHONE FAX PHONE FAX 951-809-2668 951-679-0924 951-672-0926 EMAIL EMAIL toddk@tmconstuctions.com PROPERTY OWNER NAME Santa Company _Rita _Investment CONTRACTOR BUS. NAME ADDRESS ADDRESS C/o Wiliiam Cavanauqh P.O. Box 235709 (See applicant) CITY STATE ZIP CITY STATE ZIP Encinitas Ca 92023 PHONE FAX PHONE FAX 619-507-2727 EMAIL EMAIL sanbury@aol.com ARCH/DESIGNER NAME & ADDRESS STATE UC. S STATE LIC.# . CLAS I CITY BUS. LIC.# I7?7O7' (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)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: El 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. I have and will maintain workers' compensation as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation in ranc carder and policy number am: Insurance Co . .7L4L_______f.f1 c Policy No. 2. 'Od1r £ (a' go Expiration Date /7/ / /i 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. CONTRACTOR SIGNATURE '14 ('1DbL._ AGENT DATE f, J) / I 2-0 / L- -- I ®ooxa ®O?00I I hereby affirm that! am exempt from Contractor's License Law for the following reason: EJ 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 loan 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). [] 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). El I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. [Dyes INo I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone /contractors' license number): 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 I phone I contractors' license number): I will provide some of the work, but t have contracted (hired) the following persons to provide the work indicated (include name I address / phone / type of work): ..PROPERTY OWNER SIGNATURE I4J'( C_.il" I DAGENT DATE ¶?3 3007000 POW ® WOOø2J11O1 OOOtø 90E00?O ®IIv the applicant or futurg building occupant required to submit a business Ian, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the DresleyTanner Hazarjous Substance Account Act? [J Yes I No s the applicant or fctEe building occupant required to obtain a permit from the air pollution control district or air uality management district? [:]Yes No s the facility to be cnstructed within 1,000 feet of the outer boundary of a school site? I__]Yes 1 No F 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. ~eoqvoffnwoeo 110 tiJ®OJ@ 1®O1K3v hereby affirm that there is a construction tending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). enders Name Lenders Address PPNOOnOV oOOc?o®O certifythat I have read the application and statethatttre above information iscorrectand thatthe information an the plans isaccurate. I agmeto complywith all Cityortlinancarsand State laws relatingto building construction. hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD \GAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. )SHA: An OSHA permit is required for excavations over 50 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 80 days from the date of such permit orif the building orwork authorized by such permit is suspended or abandoned at anytirrre after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANTS SIGNATURE c17R DATE (/ 7/1 /2_o / City of Carlsbad Bldg Inspection Request CGUAM For: 05/03/2011 Permit# CB102124 Inspector Assignment: PD Title: CAVANAUGH RES-DEMO EXISTING Description: 1572 SF HOME, INSTALL NEW 3135 SF MODULAR HOME W/ 408 SF MODULAR GARAGE, 205 SF MODULAR PORCH 01b,1111 LICI ATF1#' Type: RESDNTL Sub Type: SFD Phone: 951809668 Job Address: 1369 MAGNOLIA AV Suite: Lot: 0 Location: Inspector. APPLICANT T & M CONSTRUCTION Owner: SANTA RITA INVESTMENT CO Remarks: RESET FROM MONDAY Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments ~v Requested By: TODD Entered By: Comments/Notices/Holds Notice SWI 00430 ISSUED WITH DEMO ON CB1 02345 Associated PCRs/CVs/SWPPPs Original PC# CV070681 CLOSED 0- VACANT HOUSE -VANDALISED; CV080703 CLOSED H- ABANDONED HOUSE; CV090321 CLOSED N- JUNK AND DEBRiS ON LOT; CV090732 CLOSED H- UNSECURED DANGEROUS BLDG; PCR1 1008 ISSUED CAVANAUGH RES- NEW CALCS FOR; FOUNDATION TO ELIMINATE THE REQUIREI 5W100430 ISSUED WILLIAM CAVANAUGH RES- DEMO; NEW MODULAR HOME Inspection History Date Description Act Insp Comments 05/02/2011 89 Final Combo NS PD RESCHEDULE FOR TUES 04/21/2011 89 Final Combo CA PD NOT READY 04/05/2011 11 Ftg/Foundation/Piers AP PY GARAGE SLAB FOOTING 04/05/2011 12 Steel/Bond Beam AP PY 04/01/2011 22 Sewer/Water Service AP PD 04/01/2011 31 Underground/Conduit-Wiring AP PD 03/31/2011 22 Sewer/Water Service NR PD 03/31/2011 31 Underground/Conduit-Wiring NR PD 1 ) Inspection List Permit#: CB102124 Type: RESDNTL SF0 CAVANAUGH RES-DEMO EXISTING 1572 SF HOME, INSTALL NEW 3135 SF M Date Inspection Item Inspector Act Comments - 05/03/2011 89 Final Combo - RI RESET FROM MONDAY 05/03/2011 89 Final Combo - RI RESET FROM MONDAY 05/03/2011 89 Final Combo PD AP 05/02/2011 89 Final Combo - RI 05/02/2011 89 Final Combo PD NS RESCHEDULE FOR TUES 04/22/2011 89 Final Combo - RI 04/21/2011 89 Final Combo PD CA NOT READY 04/05/2011 11 Ftg/Foundation/Piers PY AP GARAGE SLAB FOOTING 04/05/2011 12 Steel/Bond Beam PY AP 04/01/2011 22 Sewer/WaterService PD AP 04/01/2011 31 Underground/Conduit-Wirin PD AP 03/31/2011 22 Sewer/WaterService PD NR 03/31/2011 31 Underground/Conduit-Wirin PD NR 03/29/2011 11 Ftg/Foundation/Piers PD WC 03/29/2011 13 Shear Panels/HD's PD PA GRG FRONT 02/14/2011 66 Grout PD CA BY CHRIS 02/11/2011 51 Excav/Steel/Bonding/Fence MC WC 02/11/2011 61 Footing MC WC 02/11/201166 Grout MC AP CMULAYUPOKTOGROUT 01/18/2011 11 Ftg/Foundation/Piers PD PA NEED SOILS LETTER 01/14/2011 11 Ftg/Foundation/Piers TP CA WANT TUESDAY Wednesday, May 04, 2011 Page 1 of 1 CRY Of WNW Final Building Inspection Dept: Build' in ning CMWD St Lite Fire \P252011 I Permit #: CB102124 PermitTypREDNTL'__-- I - Project Name: CAVANAUGH RES-DEMO EXISTING SubType:—SFD 1572 SF HOME, INSTALL NEW 3135 SF MODULAR HOM Address: 1369 MAGNOLIA AV. Lot: 0 Contact Person: TODD Phone: 9518092668 Sewer Dist: CA Water Dist: CA ............................................................................................................................. Inspected Date 0 By: Inspected: 4 2(o' t Approved: ______ Disapproved: 0L Inspected Date By: -2ifept_1u' t4vr Inspected: !4`Z '\I Approved: '- Disapproved: Inspected Date By: Inspected: Approved: _______ Disapproved: Comments: 1.1p %_J _v__0 tL *Vi-t€ -S N ° Carlsbad 10,2124 12/29/10 EsGil Corporation In (Partners hip with Government for Bui(dIng Safety DATE: 12/29/10 OAPP ANT URIS. JURISDICTION: Carlsbad U EVIEWER U FILE PLAN CHECK NO.: 10-2124 SET: III PROJECT ADDRESS: 1369 Magnolia Ave. PROJECT NAME: Two Story Modular Dwelling for Santa Rita Investment Corp. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: The notes clouded in red on the last 3 sheets of the approved plans from EsGil, Set Ill, must be included on the city set of plans to make an aproved 2nd set of plans. \ 1/) By: Chuck Mendenhall Enclosures: 1J1A( EsGil Corporation E1 GA E EJ LI PC 12/23/10 EsGil Corporation In cPartners/lip with government for BuiCding Safety DATE: 12/21/10 LICANT JURISDICTION: Carlsbad LI PLAN REVIEWER El FILE PLAN CHECK NO.: 10-2124 SET: II PROJECT ADDRESS: 1369 Magnolia Ave. PROJECT NAME: Two Story Modular Dwelling for Santa Rita Investment Corp. Lii The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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: Todd Kesseler, T & M Const. Inc. 105 E. Stetson Ave, Suite #301, Hemet, CA 92543 LIII 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: Todd Kesseler Date contacted: /W74/I7(b , 4-4~1 MaiIyTeIephone Fax Person Telephone #: (951) 67-9-672-0924 x2 Fax #: (951) 672-0926 LIII REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation EGA EEJ El PC 12/14/10 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Cn1sbad 10-2124 12/21/10 NOTE: The items listed below are from the previous correction list. These remaining 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 font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. Include a copy of the design calculations for the site building foundation stem walls that are shown retaining as much as 50" of soil. The design calculations must include the code and soil report loading and the design justification for the proposed stem wall reinforcing. No calculations were provided for the 50" high retaining wall acting as the foundation stem wall. Note on the foundation plans that special inspection is required for the site constructed masonry stem walls as much as 60" high. See CBC Section 1704.5. No response and no note was found to indicate special inspection for the masonry system walls that may be as much as 60" high. Detail on the plans the site built porch steps and landing for each of the exterior doors as shown on the elevations. Section 1009. The stair detail provided on sheet S-103 does not show the required landing at the top of the entrance steps. The landing must be 36" deep (in the direction of travel) 6. Show on the foundation plans the foundations for all the site built stoops, landing and access steps. There is no concrete footing shown at the base of the pressure treated stair stringers shown in detail on sheet S-103. END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Carlsbad 10-2124 12/21/10 plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In Partnersfiip with Government for (Building Safety DATE: 11/29/10 S U CANT U JURIS. JURISDICTION: Carlsbad U P REVIEWER U FILE PLAN CHECK NO.: 10-2124 SET: I PROJECT ADDRESS: 1369 Magnolia Ave. PROJECT NAME: Two Story Modular Dwelling for Santa Rita Investment Corp. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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. El 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: Todd Kesseler, T & M Const. Inc. 105 E. Stetson Ave, Suite #301, Hemet, CA 92543 LII 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. f -' (a?2.. Person contacted: Todd Kesseler ('j .t-1/ Telephone #: (951) 6-7-9-0924 x 2- Date contacted: iif /io (by:q- ) Mail Telephone Fax- In Person III REMARKS: By: Chuck Mendenhall EsGil Corporation El GA [:1 EJ L PC 11/22/10 Fax #: (951) 672-0926 Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 q 4 4 Carlsbad 10-2124 11/29/ 10 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 10-2124 JURISDICTION: Carlsbad PROJECT ADDRESS: 1369 Magnolia Ave. FLOOR AREA: 3430 sq ft Dwelling 408 Sq Ft Garage REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/29/10 STORIES: 2 HEIGHT: 22ft approx. per CBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/22/10 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International 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 construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC. The above regulations apply, 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. 105.4 of the 2006 International 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 10-2124 11/29/10 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are'submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. Provide a copy of the site soil report which includes the geotechnical recommendations for this site. 2. Include a copy of the design calculations for the site building foundation stem walls that are shown retaining as much as 50" of soil. The design calculations must include the code and soil report loading and the design justification for the proposed stem wall reinforcing. 3. Note on the foundation plans that special inspection is required for the site constructed masonry stem walls as much as 60" high. See CBC Section 1704.5. 4. Detail on the plans the site built porch steps and landing for each of the exterior doors as shown on the elevations. Section 1009. Maximum rise is 7-3/4" and minimum run is 10". A nosing not less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. Solid risers are required, or risers shall be sufficiently solid to prevent the passage of a 4" sphere. Section 1009.3.3. 5. Handrails (CBC Section 1009.10): Handrails are required on each side of site built Porch Steps i. Exception: Stairs with fewer than four risers do not require any handrails. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. See Section 1012.3 for alternatives. 6. Show on the foundation plans the foundations for all the site built stoops, landing and access steps. END OF REVIEW Carlsbad 1,6-2 124 11/29/10 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 Chuck Mendenhall at Esgil Corporation. Thank you. I Carlsbad 10-2124 11/29/10 (DO NOT PAY— THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 10-2124 PREPARED BY: Chuck Mendenhall DATE: 11/29/10 BUILDING ADDRESS: 1369 Magnolia Ave. BUILDING OCCUPANCY: R3, U modular Bldg TYPE OF CONSTRUCTION: V B BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) dwelling 3430 City Est garage 408 City Est Air Conditioning Fire Sprinklers TOTAL VALUE 90,680 Jurisdiction Code jcb IBY Ordinance Bldg. Permit Fee by Ordinance $604.98 I Plan Check Fee by Ordinance I $393.241 Type of Review: Complete Review fl Structural Only Repetitive Fee i__EEI1 Repeats Lii Other Li Hourly Hr. @ * EsGil Fee I $314.591 Comments: Sheet 1 of 1 macvalue.doc + Cit Of Carlsbad ,. BUILDING PLANCHECK CHECKLIST I PLANCHECK NO.:(jZB/JP/0 — 2-I 2- 60 EST. VALUE: STORM WATER PERMIT.NO. SW. /0 ENGINEERING DEPARTMENT t- - ' APPROVAL DENIAL " o The item you have submitted for review has been I i.ê ,j I 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. El A Right-of-Way permit is required prior to construction of the following improvements: By: Date: By: Date: ;;jç• 'ruri vrrul.dML UC UILT,. I f II. .,•'i: .' ..M• .. ._ . ,.'. ..I......... -' '•' . - - I/ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON El Engineering Application Name: KATHLEEN M. LAWRENCE El Dedication Checklist Email: kathleen.lawrence(carIsbadca.gov E] Improvement Checklist Address: 1635 Faraday Avenue, Carlsbad, CA 92008 El Neighborhood Improvement Agreement Phone: (760) 602-2741 O Grading Submittal Checklist NOTE: If there are retaining walls associated with your project, please check with the Building Department if these Walls. need to be pulled by separate RETAINING WALL PERMIT. El - Right-of-Way Permit Application and Info Sheet El Storm Water Applicability Checklist/Storm Water Compliance Exemption Form 1635 Faraday Avenue • Carlsbad, CA 92008-3"314 . (760) 602-2720 • FAX (760) 602-8562 DATE: /2-/-?J/) BUILDING ADDRESS: I PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: rie se V 01 L. IU 1101 VI UUIOLQI "!I Qouwo I marked IWi 0. M e necessary corrections to plans or speèfi i for compliance with applicable codes an standards. Submit corrected plans and/or specificatioh&to the Building Dept. for resubmittal to the Engineering Dept. Only the applicable sheets hom been sent. By: Date: / 2-17/(O By: Date: 7z7/v/(o BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: orth Arrow L.Ft-of-Way Width & Adj Streets .isting & Proposed Structures,.) 1 -tThveway widths 'a-'(-cL Cb Existing Street Improvements-2&2H 'Existing or proposed sewer lateral Property Lines (show all dimensio), Existing or proposed water service - E. Easements (show any easements) J. Existing or proposed irrigation service" .—F- Submit on signed approved plans DWG No. / '2. Show on site plan: (01"~~E] Drainage Patterns - itThiipisurface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography. 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. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: —A. eaqØress -. essisor's Parcel Number 2Legal Description/Lot Number D. For commercial/industrial buildings and tenant improvement projects, include: total building square footage, listing each proposed use and square footage and each existing use and square footage. EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. 2 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1T 2ND 3RD El 0 4a. Project does not comply with the following Engineering Conditions of approval I\i for Project No.___________________________________________ 0 0 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 0 5. If a person constructs or causes to be constructed or enlarges any building in the City shall have provided by means of an irrevocable offer of dedication or grant of easement the rights-of-way necessary for the construction of any street with a value at or exceeding $17,000, pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. The dedication width required as follows , located Please provide a copy of the property title report or current grand deed. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Applications will not be accepted by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 0 0 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 18.40.040. Public improvements required as follows: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40.070. Please submit a recent property title report or current grant deed on the property and processing fee of $441.00 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: , . BUILDING PLANCHECK CHECKLIST IMPROVEMENT REQUIREMENTS (continued) 1ST 2ND 3RD El El fl 6c. Enclosed, please find your Neighborhood Improvement Agreement. Please - return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: El El El 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 of the Municipal Code. El El El 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. 0 El El 7b. Grading Permit required. NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. El El El 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector per the attached list. The Inspector will then provide the Engineering Counter with a release for the Building Permit. El El El 7d. No Grading Permit required. MISCELLANEOUS PERMITS El El El 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 drain, sewer and water utilities. Right-of-Way permit required for: 4 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3RD LI El El 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. STORM WATER Construction Compliance El El 1 0a. Project Threat Assessment form complete. El El El lOb. Enclosed Project Threat Assessment form incorrectly completed. Please make corrections, sign and return. El El I Oc. Requires Tier I Storm Water Pollution Preventio,n Plan.,, Please complete attached form and return (SW! 0'- El El El lOd. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by City. Post-Development (SUSMP) Compliance El El I 0e. Storm Water Standards Questionnaire complete. El El El lOf. Storm Water Standards Questionnaire incorrectly completed. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. El El El log. Project is subject to Standard Storm Water Requirements. See City Standard Urban Storm Water Management Plan (SUSMP) for reference. El El El loh. Disconnect Discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas first. See SUSMP. 0 El El 101. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. El, El El 10j. Trash storage areas must be designed per City Standards (GS-16) to avoid contact with storm runoff. El El El 10k. Project is subject to Priority Development Project Requirements. El El El 101. Prepare and submit a Storm Water Management Plan (SWMP). Requires payment of processing fee and review by City. ST ND ~1~. Z2~ 3 KU El 1:1 FEES 11. BUILDING PLANCHECK CHECKLIST Oquired fees are attached 7 YDrainage Fee Applicable Added Square Fee:________ 0 Added Square Footage in last two years? - yes - no Permit No. Permit No. Project Built after 1980 - yes - no Impervious surface > 50% - yes - no Impact unconstructed fac. - yes - no Fire Sprinklers required - yes - no (is addition over 150' from CL) Upgrade _ yes _no No fees required WATER METER REVIEW El El fl 12a. Domestic (potable) All single family dwelling units receive "standard" 1" service with 5/8" service. 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. El 0 0 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 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 then the applicant must provide Irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically the Planning Dept. Landscape Consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection ) .4 S.. 'S. '5 1ST 2ND 3RD o 00 BUILDING PLANCHECK CHECKLIST 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. 13. Additional Comments: tC- LtfrLQ c-J C- LLLS çJ it'trt aaI ca cc e.,c 8- 3 Pc- / ) LL (A IfJM ACtIJJ Q 4 9 d2Z,, w/ (9h (a L G) b&4 Ar - /lJU-4'Q , aizw--. A1,94 ,-. W !i IMMA62,11, 7 • ENGINEERING DEPARTMENT FEE CAL CULA TION WORKSHEET Estimate based on unconfirmed information from applicant. O Calculation based on-building plancheck plan submittal." Address: 1 3L) /Y? &(-' Bldg. Permit No. (J?) ) C 2)/ ) Prepared by: Date: Checked by: Date: EDU CALCULATIONS: List types and square r all uses. j Types of Use: 0..Q..z3 —D Sq. Ft./Units: C 7, " O-r Types of Use: Sq. Ft./Units:_______________ EDU's: Types of Use: Sq. Ft./Units:_______________ EDU's: Types of Use: Sq. Ft./Units:_- EDU's: ALIT CAL CULA TIONS: List types and square footages for all uses. Types of Use: Sq. Ft./U nits: ADT's: Types of Use: Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO o PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT FEE/UNIT: X NO. UNITS: = $_ - o TRAFFIC IMPACT FEE - ADT's/UNITS: X FEE/ADT: o BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ADT's/UNITS: X FEE/ADT:_________ = $ o FACILITIES MANAGEMENT FEE ZONE:_________ UNlT/SQ..: X FEE/SQ.FT./UNIT:________ 13 SEWER FEE EDU's: X FEE/EDU: = $_' BENEFIT AREA: EDU's: X FEE/EDU: A 0 6. DRAINAGE FEES PLDA I -' : HIGH _______ /MEDIUM /LOW_______ ACRES: . X &C: /G) 1 0 = $1 i.. q 0 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION v W_ F:KATHVKAThYMASTERS\FEE CALCULATION WORKSHEET.d0c2008.doc 4 ALI I , 0~h> CITY OF CARLSBAD Memorandum September 9, 2010 To: Shannon Werneke, Project Planner From: Steve Bobbett, Project Engineer Subject: CDP 10-18 / 1369 MAGNOLIA AV / APN 205-280-16-00 The engineering department has completed its review of the project. The engineering department is recommending that the project be approved, subject to the following conditions: Engineering Conditions NOTE: Unless specifically stated in the condition, all of the following conditions, upon the approval of this proposed development, must be met prior to approval of a building or grading permit whichever comes first. General ,/lj" Prior to hauling dirt or construction materials to or from any proposed construction site within this project, developer shall apply for and obtain approval from, the city engineer / for the proposed haul route. 2/" This project is approved upon the express condition that building permits will not be issued for the development of the subject property, unless the district engineer has determined that adequate water and sewer facilities are available at the time of permit issuance and will continue to be available until time of occupancy. Fees/Agreements Y12. Developer shall cause property owner to execute and submit to the city engineer for ../' ,4cordation the city's standard form Geologic Failure Hold Harmless Agreement. Developer shall cause property owner to execute and submit to the city eniner fnr recordation the city's standard form Drainage Hold Harmless Agreement. Community & Economic Development - Land Development Engineering 1635 Faraday Ave. I Carlsbad, CA 92008 1 760-602-2740 1 760-602-1052 fax I www.carIsbadca.ov Page 1 of 15 Prior to approval of any grading or building permits for this project, developer shall cause owner to give written consent to the city engineer for the annexation of the area shown within the boundaries of the site plan into the existing City of Carlsbad Street Lighting and Landscaping District No. 1 and/or to the formation or annexation into an additional Street Lighting and Landscaping District. Said written consent shall be on a form provided by the city engineer. Prior to issuance of building permits, or grading permit, whichever occurs first, developer shall cause owner to execute, for recordation, a city standard Local Improvement District Agreement to pay fair share contributions for undergrounding of all existing overhead utilities and installation of street lights, as needed, along the subdivision frontage, should a future district be formed. Gradi Based upon a review of the proposed grading and the grading quantities shown on the / site plan, a grading permit for this project is not required. Should design changes be I made such that a grading permit is required, developer shall prepare and submit plans and technical stud ies/reports1 for city engineer review, and shall pay all applicable grad)ng plan review fees per the city's latest fee schedule. 32. Developer shall comply with the city's Stormwater Regulations, latest version, and shall implement best management practices at all times. Best management practices include 7 but are not limited to pollution control practices or devices, erosion control to prevent silt runoff during construction, general housekeeping practices, pollution prevention and educational practices, maintenance procedures, and other management practices or devices to prevent or reduce the discharge of pollutants to stormwater, receiving wa)er or stor.mwater conveyance system to the maximum extent practicable. Developer talI notify prospective owners and tenants of the above requirements. 37/i' Developer acknowledges upcoming hydromodification (runoff reduction) requirements / may impact how this project treats and/or retains storm runoff. Hydromodification I involves detailed site design and analysis to reduce the amount of post-development run-off by mimicking the natural hydrologic function of the site, preserving natural open-spaces and natural drainage channels, minimizing use of new impervious surfaces, and promoting onsite infiltration and evaporation of run-off. During final design, 1éveloper shall demonstrate compliance with storm water requirements to the satisfaction of the city engineer. 38,7 Developer is responsible to ensure that all final design plans (grading plans, / improvement plans, landscape plans, building plans, etc) incorporate all source control, Page 2 of 15 site design, treatment control BMP, applicable hydromodification measures, and Low Impact Design (LID) facilities. /eveloPer shall incorporate measures with this project to comply With Standard 7 Stormwater Requirements per the city's Standard Urban Stormwater Management Plan (j (SUSMP). These measures include, but are not limited to: 1) reducing the use of new impervious surfaces (e.g.: paving) and 2) designing drainage from impervious surfaces to discharge over pervious areas (e.g.: turf, landscape areas), all to the satisfaction of the city engineer. Dftveloper shall design all proposed public improvements including but not limited to (sewer laterals, streetlights, pedestrian ramps, driveways, sidewalk, water services/meters, curb drains, etc.) as shown on the site plan. These improvements shall be shown on one of the following, subject to city engineer approval: Grading plans processed in conjunction with this project; or Construction Revision to an existing record public improvement drawing Developer shall pay plan check and inspection fees using improvement valuations in accordance with the city's current fee schedule. Developer shall apply for and obtain a right-of-way permit prior to performing work in the city right-of-way. Utilities 60. Developer shall meet with the fire marshal to determine if fire protection measures (fire flows, fire hydrant locations, building sprinklers) are required to serve the project. Fire hydrants, if proposed, shall be considered public improvements and shall be served by public water mains to the satisfaction of the district engineer. 62. Prior to issuance of building permits, developer shall pay all fees, deposits, and charges for connection to public facilities. Code Reminder: The project is subject to all applicable provisions of local ordinances. Page 3 of 15 PLANNING DEPARTMENT o BUILDING PLAN CHECK REVIEW CHECKLIST I, Plan Check No. CB 10-2124 Address 1369 Magnolia Av Planner Chris Sexton Phone (760) 602-4624 APN: 205-280-16 Type of Project & Use: new sfr Net Project Density: 1.0 DU/AC Zoning: j. General Plan: RLM Facilities Management Zone: 1 CFD (in/out) #_Date of participation: Remaining net,dev acres:_____ . . . (For non-residential development: Type of land used created by this permit: ft ., , 4t .a . circle One a . . co a, . M . aa . Legend: Item Complete • J Item Incomplete - Needs your action El LI Environmental Review Required: YES U NO LI TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: LI LI Discretionary Action Required:. YES Z NO LI TYPE CDP APPROVAL/RESO. NO. 6727 DATE 10-20-10 PROJECT NO. CDP 10-18 OTHER RELATED CASES: MS 10-04 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO Q CA Coastal Commission Authority? YES LI NO Q If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Required CDP 10-18 LI LI Habitat Management Plan Data Entry Completed? YES Z NO LI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) LI LI Inclusionary Housing Fee required: YES LI NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) unless the proposed new sfr is not constructed within two years of demolition of an existing residential structure. Data Entry Completed? YES Z NO LI (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan:. LI [ Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines,, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidelines LI LI 1. Applicability: YES LI NO LI LI LI LI 2. Project complies: YES LI NOD Zoning: LI LI 1. Setbacks: Front:. Required 20' Shown 20' Interior Side: Required 10' Shown L Street Side: Required Shown Rear: Required Shown 200.40' Top of slope: Required Shown LI LI 2. Accessory structure setbacks: N/A Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown LI LI Lot Coverage: Required 40/ Shown 6.8% LI LI Height: . Required $..Q Shown Z F. LI Parking: Spaces Required 2 Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown LI LI LI Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER &tI'V'DATE JLI/b H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Job Truss Truss Type I PALM HARBOR 233 AZ 10ty jPIy 14591353 48887 M556551 MONO TRUSS 1 1 CAPISTRANO Job Reference (pottonall universal Forest Products Inc., Grand Rapids, MI 49520 7.088 Aug 62008 MTk 5dustrieR, Ire. Wed Oct 01 10:56:522008 Page 1 5-Ia 3-1-9 2x4 II Nominal 3/12 4x4 2.50 F12 3x4 Ti W5 W4 4 ly Ell 10 9 8 3x4 II 3x4 = 3x4 = 484 = .108 2-6-0 I 51 I 6-0-10 15-4-8 Plate Offsets KY): 15:0-'-00-1-81 17:0-2-00-1-121. rM 110:0-0-1.0-0-01 SPACING: 2-0-0 SPACING: 1-4-0 SPACING 2-0-0 I CSi I I DEFL in (too) I/defl Lid I PLATES GRIP LOADING (PI LOADING (psf) Plates Increase 1.15 I TIC 0.78 I Vert(LL) -0.13 8-9 >999 240 I MT20 197/144 TCLL 23.1 (Ground Snow=30.0) TCLL 34.7 (Ground Snow--45.0) Lumber Increase 1.15 I I BC 0.96 I It/B 0.51 I I Vert(TL) -0.27 8-9 >643 180 I I TCDL 10.0 TCOL 15 .0 Rep Stress ncr YES Horz(TL) 0.03 7 n/a i' BCLL 0.0 • BCLL 0.0 * Code lBC2006ffPI2002 (Matrla) I I I Weight: 50 lb I BCOI 10.0 BCOL 15.0 I I LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-60c purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 3 SPF Stud*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 2-10: 2 X 4 SPF Stud I MiTek recommends that and required cross bracing be I installed during I on with Stabilizer Linsiaiiaticn guide *Sp- I REACTIONS (lb/size) 7=529/Mechanical, 10=61110-3-8 /' MaxHOizlo=146(LC7) / AEDONG Max Uplift7-210(LC 7), 1(-231(LC 7) YU ( Max Gray 7775(LC 18), 10=894(LC 18) Lu rn XPJUNE 2::> FORCES (lb) n/Mseimum Tension - Maximum mpress TOP CHORD 1-2=-1357/303,2-3=-14581357,3-4=-1393r365,4-11=1295/307, 5-11=-12521314, 5-6=-5115, 6-7=74I34 CIVIL 801 CHORD 1-10=-304/1364, 910=472/1364, 8-9=-630f 1769, 7-8=-2711745 WEBS 2-10--448/173.4-9=455/178.4-8---626/298, 58=130I721, 57=982/366, 3-9=0/139 NO. 10026 NOTES Wnd: ASCE 7-05; 90mph @24in o.c.; TCDL4.opsf; BCDL=4.opsf; (Alt 110mph @I6in o.c.; TCCL=6.opef; BCOL=6.0pst); h=3011; CH. II; Exp C; MWFRS C Extenior(2) left for forces & enclosed; (low-rise) gable end zone and -C zone; cantilever exposed ;C-C members and MVWRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 TCLL: ASCE 7-05; Pg30.0 psf (ground snow); Ps=23.1 psf (roof snow); Category II; Exp C; Partially Exp.; Ct=11 U . (' Roof design snow load has been reduced to account for slope. C49919 In Unbalanced snow loads have been considered for this design. EXP. 09/30/08 1k)) This truss has been designed for basic Id combinations, which include cases with reductions for multiple concurrent live loads. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \\ Nvi/' /1 This truss has been designed for a live load of 20.opef on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and )y.the( tnr .....OFC Provide mechanical connecti&'4btorfrusSfo betiri plate capable of withstanding 210iplift at joint land 231 lb uplift at joint 10. This truss E&sned in a000rnce g& the B IldIn ction 2306.1 44ferenced standar 1111 This tnJs been desigci IRC 802nt0 2 Avaffips tat!tP Sec laws ii) This truss hab been desigr 0 4, R802.10.2 - 11702 RG L) L \\ FEB 28 2012 W a I .i.VJJ/ DATE : OPESStC N A U _____ __ Reviewed By October 2,20 TR AmnId&iAssocialesJnc,Te1cths)00(574264O745 P.O Box 1081 EkhartIN465l5 14 Al Vw-(f, d.edgn pw'tzm.de,w and RCD IM TES ON TSUS AND UKLUDED Ja720tnaRZNCBP4GE Nil 7473 3EFORI7 USE. oct/prorets s-own orrO Is IC. onlrr3iadvel b,ji5irrQ Corrpcnnr-& Iff Applootmity Ofdesign porornoral POI Is res,rdb4ty of bAhir deslgrss - oot Ircis degrer. is for t teroIsup lVlilek I r.c.t of irctJ Jd. I web nernCen My.AOQitIoroI Ien-OcrOr, bIacrO tolrc,reslctlllty cAvrirr CrtnucIioni We resp sibllify Of tIe eneClo.. AdOItlonol PenIeof 0100irr9 CI the On5tOL 3tructwe is hR resporctrpIty Of the huildrC designer. For general guidance reg0rc5sg I I roblcolion. (oRIty Co'ltrof. slceoge, '5e8wry, ereclion oru bracing, caIsull AH$1/rpll QuBy Cr*.da, 08146 and 1091 Iisg Coeipans. I 14515 N. Order Forty, SIila 6300 I 1tr lids sidle.. o.ahbIe 1nom1r.ns Flow IrshIvIe. 583 C liio Oie. MOdisca' WI 5371 I I Ctws8erfleId, MO 030117 Job Truss Truss Type City PALM HARBOR 233 AZ 48887 P889301 0A14 COMMorI 1 I jPIY 1 CAPISTRANO Job Reference (opnpl) 14591354 UraIsi For se Products Inc., Grand Rands, MI 49520 7.060 s Avg 6 2008 MTI Industries, Inc. Vd Oct 01 10:59:54 2008 Page 1 7-9-4 7-94 557 = 2.49 Nominal 3/12 2 NAM st Hwi 6L J_ 3x7 I I 4x6 4.6 3x7 11 4 0-106 i 13-9-8 0-10-8 Plate Offsets (X.Yt [10-113.1-0-51 (10-0-2 0-1-61 p0-3-8 0-2-121 [30-0-20-1-61 '0-1-13 1-0-5] SPACING: 2-0-0 LOADING (psf) SPACING: 14-0 LOADINO(psf) SPACING 2-0-0 CSI I DEFI. in (lc) Well LM I PLATES GRIP TCLL 23.1 TCLL 34.7 Plates Increase 1.15 TC 0.75 Vert(LL) -0.21 3-4 >857 240 I MT20 197/144 (Ground Snow=30.0) (Ground Snow-45.0) Lumber Increase 1.15 BC 0.98 Vert(TL) -0.42 3-4 >432 180 I TCDL 10.0 TCDL 15.0 Rep areas Inor YES WB 0.20 I Horz(TL) 0.05 3 n/a n/a I BCLL 0.0 • • BCLL 0.0 Code 1BC20061TP12002 (Matrix) I I I Weight: 39 lb BCDL 10.0 BUD1 15.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BUT CHORD 2 X 4 SF No.2 BUT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2 X 3 SPF Stud WEDGE Left. 2 X 3 SPF No.2, Right. 2 X 3 SPF No.2 I MiTek recommends that Stabilizers and required cross bracing be I installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 1569/0-3-8, 3=56910-3-8 Installation guide. I I Max Horz 1=29(LC 7) Max Uplift 1=-I 82(LC 9), 3=-I 82(LC 10) Max Gray 1=717(LC 16). 3=717(LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-1784/680, 2-5=-1723i587, 2-6=-1723/687, 3-6=-1784/680 BUT CHORD 1-4=-K1/1687,3-4=-621l/1687 WEBS 24=0/355 NOTES Wnd: ASCE 7-05; 93mph 24in o.c.: TCDL=4.opsf; BCDL=4.opsf; (Alt 110mph 16in o.c., TCDL=6.0psf; BCOL.0psf); h--301t; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed :C-C for members and forces & MVVFRS for reactions shown; Lumber DGL=1.60 plate grip DOL=1.60 TCLL: ASCE 7-06; Pg=30.0 psf (ground snow); Ps=23.1 psf (roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 Roof design snow load has been reduced to account for slope. Unbalanced snow loads have been considered for this design. 51 This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent NG This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -ON This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 I between the bottom chord and any other members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift 3. at joint and 8b plift at Lu 49919 T. This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced akAN€° ) \ P 09/30/08 EX This truss has been designed In accordance with the 2006 IBC Sec 2303.4.2, 2006 IRC Sec 802.10.2 ii) This truss heseen desigfled.:t 11B6ection 230&iO:ii; 2003 IRC R802.10.2 LP, CIVII. 14 APPROVED Review the and'or specifications does not of plans °OFESStO aat]ipnze or approve any deviauon from req exits 1 of State laws or applieaba1rces. F¼ 14 1NEE ke RA- #TRA- I.. ,. REDONG EXP. FEB 282012 3 1 70 c DATE 9EXP.JUNE30,20O8 R G CIVIL / Rcviewed By T.L Arnold & Associates, Inc. Telephone (574)2640745 P.O. Box 1081 Mart, 1N46515 October 2,20 911 WARNING - Varffy dea09npawn1tcrea,Id READ ?401'ES ON 11815 MW INCLUDED 1VJREP2R89VCPAGR )AYJ.747a EIIFORS USE NJ Deogrs sold In use oil WmMITek correolces Iris desar rs 0050,3 01V upon pororrelet sroser are o rca on vehaduol bowing c0rrCoier4. Aplcoldly a dosignponarrenters ora ixoven perolicn of cerrpcnenl is respceibdry 00 &vildiro deferrer - r'di buss deIyer. 6ac5ç s1e.rr a pc. tte Ico literal of nc5siduol web rseM)erc cn. Additional rerrOccoy broc,3 0 bore stability durIr13 Ccrdfruclioi Is the respca-6iha51y 00 Milek I enecica. Ad-3rliorel pan-crrenr brocrQ Cl the ryueral slruclure is Il-re renporciCally Of Il-re Wktw-.g deferrer. For general guidance redordng - I fubalcolor,. qiliy cor,lroi, sIceo, ae4sery, eeecuoi Or-al bcoch-, cc0000 ANSIITPII Orraay Ce.,sa. 051-69 and 1051 Iag Canrpenasn9 £.ly Irdemn1on Osoilable from1rvsr FbI, uclilole, 383 CYOeMli-o Ohe, Madacr5 WI 53719. ...a. I 14515 N. Order Forty, Suite 6300 IChesterfield. MO 630117 Job Truss Truss Type lOty IPly I PALM HARBOR 233 AZ 48887 HP341 101 OAH COMMON1 1 CAPISTRANO Job Reference factional) 14591336 UntesaI Forest Products Inc.. Geanid Rapids. MI 49536 7.088. Aug62008 Mldc Industrie% Inc. Wed Oct01 10:50:083608 Page I Nominal 3/12 2-8-6 2-7-0 2-5-12 2-5-12 2-7-0 2-8-8 249 i = 354 = 1x2 II 3x4 454 = 2 3 4 5 6 Ti T I III I TI 454 = 30 II 12 11 10 9 8 30 II 44 354 = 1s3 II 1x3 II 1x3 II 3x4 = 0108 1 4-5-0 i 2-5-12 i 2-5-12 4-5-0 0-10-8 15-6-8 Plate Offsets (XV): 11:0-1-20-1-61. 11:0-1-1314)-51. P7:0-1-2,0-1-61. 17:0-1-13.1-0-51 SPACING: 2-0-0 LOADINO(psf) SPACING: 14-0 LOADlNG(psf) SPACING 2-0-0 I I CSI I DEFL in (lc) I/deft L/d I I PLATES GRIP TCLL 23.1 TOLL 347 Plates bnaase 1.15 I IC 0.73 I I Vert(LL) -0.35 10 >529 240 I MT20 197/144 (Ground Snow=30.0) (Ground Snow=45.0) Lumber Increase 1.15 I BC 0.98 I i Vert(TL) -0.65 10 >281 180 I I TCDL 10.0 T L 15 0 . Rep Stress ncr YES 0.54 I Horz(TL) 0.08 7 n/a n/a BOLL 0.0 • BOLL 0.0 Code lBC2006f1P12002 I (Matrs) I I I tight: 40 lb I BCDL 10.0 BCDL 15.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. 2-62 X 3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-00c bracing. 801 CHORD 2 X 4 SPF 16501F 1.5E WEBS 2 X 3 SPF Stud MiTek recommends that Stabilizers and required cross bracing be WEDGE Left: 2 X 3 SPF No.2. Right: 2 X 3 SPF No.2 I installed during truss erection, in accordance with Stabilizer I installation guide REACTIONS (lb/size) 1=569/0-3-8,7=569/0-3-8 Max Harz 1=-13(LC 8) Max Uplift 1204(LC 7), 7_204(LC 8) Max Gray 1=818(LC 22), 7=818(LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2308sS69, 6-7=-23081669, 2-3=-2241/669, 3-4=-355811043,4-5---3558/1043, 5-6=-2241/669 BOT CHORD 112=.618(2184, 11-12=-1004/3558, 10-11=-100413558, 9-10=-1004f3558,8-9---1004/3558,7-8=-618/2184 WEBS 4-10=-156(75,2-12=-89/482, 6-8---891482, 5-9=-17/227, 3-11=-17/227, 3-12=-15201393, 5-8=-1520!393 NOTES Wind: ASCE 7-05; 90mph @24in o.c.; TCDL=4.opsf; BCDL=4.opst; (Alt 110mph @16in o.c.; TCOL6.opsf; BCDL=6.opsf); tw30ft; Cat. II: Exp C: enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed :0-C for members and forces & MWFRS for reactions shown; Lumber COL=1.60 plate grip DOL=1.60 TCLL: ASCE 7-05; Pg=30.0 pet (ground snow); P5= varies (mm. roof snow-23.1 psf) see load cases; Category II; Exp C; Partially Exp.: Ct=1.1, Lu=50-0-0 Roof design snow load has been reduced to account for slope. Unbalanced snow loads have been considered for this design. This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. This truss has been designed for OF ESSI a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall b Q)4])N(l ff,r. between the bottom chord and any other members. ONG Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 1 d 20 lKq 7. This trues is designed in accordance with the 2006 International Building Code section 2306.1 and referenced C 49919 This truss has been designed in accordance with the 2(9)6 IBC Sec 2303.4.2, 2006 lRC Sec 802.10.2 11702 This truss hapeen designed to meet the 2003 180 Section 2308.10.7.1; 2003 RC R802.lo.2 uJ EXPI 09/30/08 APPROVED L Review of there plans and'or specifications does not shitlorize or appravc any deviation from req OpEss\o tale laws or aplieable local orces, PA I TRA - J,1,3..B___ I 05$t0fl8l EXP. REDO NG 28 2012 vu DATE ;i .. EXP.JUNE3O.2OO8 i R cac CIVIL Reviewed By T.R. Arnold &Associates, Inc. Telephone cn 4 '>0NAU ''" P.O. Box 1081 ElI.hart,[N46515 .-. .. .......r.-... October 2,20 11 WARMI - Ve,'Jj de.ign pw-am.de,. Q.nd READ ITS ON 7WS,MID IMLCIDED MIT KRJSFPP (CSPAOBMII.7472 BZFORIZ USE I I I CWsern bold ICY use cr11 wit h Mlek 'cr.-nnicIos. rrs degn 1 t,Osecl crty upon pororoeiers 1I-csr OM IS rCY o inhls,301 bcticli-ç con 00-rod. I I Applcolslly Cl ctedgn poron,enlens ond pnope, a'copceolon cl component Is nospo.-ctbitly Cl blI5ng designer . iN1 truss dedgrrni. 8noc1rg sIOsn I Nice 101e10I1uppr Cl Octduolweb nrer,-Uencc.-I,,. Addiiicrol ren'Oc,.,', bn0dru3 IOYunesrtdbty dsbQ ccrotnuciionsis iI nesporoiMsly ,,pie I\lilek I enecics. Addliosy porerrurrord b.0cir9 ci II-ro ysroror inucI.jre is 11w re5p0rc5,hly Or the bctIdr, dedgnr. For personal gc,darc9 regarding I •. m - I FobdcarIoi qnalry ccrdroL 11c0g, de4iw,, ere5 n5 troong, cCrsull ANSITMI QueRy Ctt*ft 031-69 and SCSI Building Compen'* I from Ictily b m1, 14515 N. Order Forty, Suite III=I feemd1an ona95blu Truss Plain knsIiI',Ie, 583 0nCl4o ONe. MocdsCa' WI 537 1°. cp,eIe,eeIa, MO 63017 I Job Truss Truss Type Ply IPALMHARBOR 233 AZ 48887 HP341201 I MOO. QUEEN 1QtY 1 114591338 1 CAPISTRANO Job Reference (optional) UnII,arsal FasProeJasInc,,GasdRapd9,MI49525 7.0809Aug 62OO8MT Industries, Inc. 5%dOctO1lO:59:I338O8 Page I I 4-8-12 2-8-15 4-0-13 4-0-1 4-0-0 I I 4-0-13 2-8-15 4-8-12 Nominal 3/12 I 10-0-0 6-1-10 249 5x8 = 1x4 II 1x4 II ci NI 4x8 4x8 = 17 16 15 14 13 12 Ii 4x8 = 4x8 = 2x6 II 4x5 = 5x8 8x8 = 5x8 = 4x5 = 2x6 II 0-0-8 3-10-4 I 2-8-15 I 4-0-13 4-0-1 4-0-0 4-0-13 I 2-8-15 3-10-4 31-1-0 Plate Offsets (X. Y): 11:1-7-13,0-2-ill, 11:0.0.0,0-1-171 f2:0-24.0-1-81,13:0-4-4.0-2-81, r8:0480-2..81 110:0-0-0,0-1-121 110:1-7-13,0-2-11], 114:0-440-6-41 SPACING: 2-0-0 I LOADING (psf) SPACING: 1--0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (Icc) I/dell lid PLATES GRIP TCLL 23.1 TCLL 34.7 Plates Increase 1.15 Ic 0.96 Vert(LL) -0.77 14-15 >481 240 MT20 197/144 (Ground Snow=30.0) Sno45.0) Lumber Increase 1.15 BC 0.72 Vert(TL) -1.53 14-15 >241 180 TCDL 10.0 TCDL 15.0 Rep Stress lncr YES NB 0.85 Hoa(TL) 0.13 10 n/a n/a • BCLL 0.0 BCLL 0.0 Cede 1BC2006/TP12002 (Matrsi) Weight: 133 lb BCDL 10.0 BCDL 15.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 Except TOP CHORD Structural wood sheathing directly applied. 6-8:2 X 4 SPF 2106F 1.8E DOT CHORD Rigid ceiling directly applied or 7-5-8 cc bracing. DOT CHORD 2 X 8 SPIF 1950F tiE WEBS 2 X 3 SPF Stud *Except* I Milelc recommends that Stabilizers and required cross bracing be 5-14.2 X 4 SPF Stud I installed during truss erection, in accordance with Stabilizer I Installation guide. I ACTIONS (lb/size) 1=1149/0-3-8.10=1149A)-3-8 Max Horz 1=26(LC 7) Max Uplift 1=-406(LC 7), 10=-406(LC 8) Max Gray 1=1622(LC 22), 1(1622(LC 23) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-18=-532311500, 2-18=-5271/1504, 2-3-5820/1667, 8-9=-5805/1663, 9-10=-5324/1504, 3-4=-6628/1909, 4-1-6628/1909 5-19=-6628/1939, 5-6=-6706/1932, 6-20=-670611932, 7-20=-6706/1932, 7-8=-6706/1932 BOT CHORD 1-17=-1437i5145, 16-17=-1437/5145. 15-16=-157515715, 14-15=-2097/7435, 13-14=-2097/7435, 12-13=-157015698, 11-12=-1437/5146, 10-11=-143715146 \ftEB5 5-14=-50/402, 3-16=-104r523,8-12=-93/485, 5-15-11751299, 3-15=-323/1314,2-16---210/892, 0-i2206I875, 2-17=-494/190,9-11=-489/188, 4-15=-3651142. 7-13=-364/142. 5-13=-1024/278, 8-13=-34911413 NOTES 1)Wnd: ASCE 7-05; 93mph @24in o.c.; TCDL=4.opsf; BCOL=4.opsf; (Alt 110mph 16in oc.; TOJL=6.opsf; BCDL=6.qs1); I'30ft; Cat II; Exp C; enclosed; MVIIFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MVVFRS for reactions shown; Lumber OOL=1.60 plate grip DCL=1.60 — TCLL: ASCE 7-05; Pg=30.0 psf (ground snow); Ps= varies (mm. roof snow=23.1 psI) see load cases; Category II; Exp C; Partially Exp.; Ct>1. 1, Lu50-0-O Roof design snow load has been reduced to for account slope. 0ONG Unbalanced loads snow have been considered for this design. ,ONG This truss has been designed for basic load combinations, which include cases with reductions for multiple concu nt liv Provide adequate drainage to prevent water ponding. truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads Cs This T. This truss has been designed for alive toad of 20.opsf on the bottom chord in all areas where a rectangle 3-6- loll 2- 0 EXP. 49919 between the bottom chord and any other members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint Ib\g lift a.nt J \ \ 09/30/08 10. . . .,,. . .. -. . 1 cfvl This truss is designed in accordance ththe & International Buibling Code section 2306.1 and referenced Sirr 11. Ii) This truss has been designed in accordance with thA99VvaBMWc 2303.4.2. 2066 IRC Sec 802.10.2 12) This truss has been designed FC tpt or I8o2.10.2 €SStC ast)flZe or approve any vianon from requirements of State laws or applicable local or&nanCeS I GI/ 1138 ' ••••. :.•••• ________________ PA#TRA- EXF. FE B 282012 co: VU 7Z Q 70 DATE U.. EXP. JUNE 3O,2008! , . . CIVIL •: ed Reviewed By "20NA Ti Aicold & Associates,1i Telep)mne (574)264-0745 J P.O. Box 1081 Elkhait,[N46515 . October 220)) W4.RM . Vc-fy dwign parameters arid READ NOTES ON THIS AND IMLUDE.D j5 34U 7473 B1rF0JW USE. D Ic, -1 MD nvgn sold WO oII-,Mflek coTedlas. Iris designs based c, upc,, posorrefa svcwr and is Ia ors IrniWludl IxOing corrvamr-l. AppIcot 01 design poromentess ard proper , Irrcrzpc,aticn ol conprCner'I is resperdbilty ci AIdirg dedgrer - r>I fruss delc,. brocisg srcssir Is Ice hlaeol SUDPOI OlirdMduol web n'en'bers cri/. Addilonol len-pcia7 bracb'g loerure slobillt7 dvrbsg ccnstnucllon Is ba respcesitilltfr ,I tie enedcu. Adddicrlol pernorrent brace-gd the onofal slrnoture is Itre respceddhty of the buuon-g des3rwr. Ice gerool gdo-ce regarcang obncot quduty ccr,tr% slceoge., 381s0ry, enecllcn and bfocis3. crxsult ANSI/Tpfl Qiay Cit.da. 0364$ and IC91 Iita ComPanenl sesty treni,d%en ouik,b rrcunl,,ss P1oIe trslilsle, 183 CtC9rrslrio Otse. Moc5sc4 WI 5371' 14515 N Ocier Party. Ssite 030) Chesteefeld, MO 63017 Job ITntrs5 Truss Type i 48887 DR351407 KINGPOST 1 1 PALM HARBOR 233 AZ CAPISTRANO Universe] Forest Products Inc., Grand Rapids, MI 49525. lAneeth Hair 7050s May 22 2008 MTek Industries, Inc. Fri Aug 2905:26:11 2008 Page I 2-4-13 2-4-13 3 Nominal 3/12 I 0-3-8 1 2-1-5 I 2-1-5 4-9-10 SPACING: 2-0-0 I LOADING (Par) SPACING: 1-4-0 LOADING(p,f) SPACING 2-0-0 I CSI DEFL In (icc) vdell Lid I PLATES GRIP TCLL 23.1 TCLL 34.7 Plates Increase 1.15 I TC 0.05 Vert(LL) n/a - Wa 999 (GrourldSnow=30.0) (Ground Lumber Increase 1.15 BC 0.00 Vert(TL) n/a - nfa 99 TCDL 10 .0 TCOI 15.0 RepStressIncr YES I ' 0.00 Horz(TL) 0.00 n/a nia BCLL 0.0 BCLL 0.0 Code IBC2006/1P12002 (Matrix) Weight 8lb BCDI. 10.0 BCOL 15.0 I I I I LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc pialins. REACTIONS (lb/sIze) 1=63/4-9-10,2=63/4-9-10 801 CHORD Rigid ceBng directly applied or 10-0-0 xc bracing. Max tipliftl=-41(LC 7), 2=-41(LC 7) Max GravI83(LC 18), 2=83(LC 19) FORCES (lb)- Maximum Compression/MaxImum Tension TOP CHORD 1-3=0/0,2-3=0/0 NOTES Wind: ASCE7-05;90mph ©241n 9-c.; TCDL=4.opsl BCOL=4.0pe5 (Alt 110mph ©16in o.c.;TCDL=6.opsf BCDL=6.opol) Pi-30f Cat It; ExpC; enclosed; MWFRS (low-roe) gable and zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 001-1.60 2)TCLL: ASCE 7-05; Pg-30,opar (ground snow); P8=23.1 pat (roof snow); Category Ii: ExpC; Partially Exp.; Ct=1.1, Lu-50-0-0 Root design snow load has been reduced to account for slope. Unix lanced snow loads have been considered for this design. This truss has been designed for basic load combinations, which Include cases with reductions for multiple concurrent live loads. Provide adequate drainage to prevent water pondtrrg. ire - re 7) Gable requires continuous bottom chord bearing. -, - This truss has been designed for a we load of 20.opsf on the bottom chord in all areas where a rectangle 3-641 tan by 2-0-0 wide wit fit between the bottom chord and any other members. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift atjolnt I and 41 lb uplift at joInt 2. This buss Is designed In accordance with the 2006 International Building Code section 2308.1 and referenced standard ANSIITPI 1. I) This truSs lr.rs hoin clsnifinexi in ror:trrrco wIth :1w 2006 IBC ?3CI.3 4., 2006 IiIC Sec3C' 10 kessiorial 1_, Tniy truss 11$ beer. 'rent '0C3 clueiynerr :c tio't'3 tIC SI'CSIOS ,.'7013 1271: IRC 136102. 10.49, a APPROVED 544 O Review of these plans 3/Idr s ci5cons does not atIthpize or approve ear desianon from rcqulrtrmetlls OHN of State laws or arpli.able local ornanccs. 1138 Med .4, EXP U FEB 282012 NA DATE P'es 6I ' 1= 09/10/2008 Reviewed By A WARNING - V ign 9M., TES versa Forest Prod it 2801 EAST BELTLINE RD. NE PHONE (616)-364-6161 FAXJ)-365-0060 GRAND RAPIDS, MI 49505 This building component has on"!ned for the loads noted on this drawing Construction and lifting forces have not been dered. The builder is responsible for fitting methods and system design. r responsibIlitIes are dellned under section 23 gf TPl1- 0 an individual bulldlog component to be Installed and loaded only parameters shown, and Is for is rporstion of component responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction ithe responsibility of the erector. Additional permanent bracing of the overall structure lathe responsibility of the building designer. For general guidance regarding fabrication,quality cool, storage, delivery, erection and bracing. consult SCSI 1-03 from the Wood Truss Council 01 America and Truss Plate Institute Recommendation available from WTCA. 6300 Enterprise LN, Madison, WI 53719 J:\supporttMitekSupp\templatesflufp,tpe® copyright 2007 by: Universal Forest Producte, Inc. Job russ Truss Type Oty Ply PALM HARBOR 233 AZ 0R351408 KINOPOST I I CAPISTRANO IJob Reference (olonplt 14591234 universal Fa rest Products Inc. Grand Repids, Ml 495 7.0w $ Aug 8 28 4Tth 9dcst,ies, Inc. Wed Oct0110:59:043308 Page I I I 4-4-13 4-4-13 F12 2x4 Nominal 3/12 5 2x4 4 0-6-0 1-0-2 2-10-11 I 2-10-11 1-0-2 8-9-10 Plate Offsets (XV): 120-2-QEdgel SPACING: 2-0-0 SPACING: 14-0 I LOADINO(psi) TCLL 23.1 LOADINO(psO TCLL 34.7 SPACING 2-0-0 Plates Increase 1.15 CSI I TIC 0.42 I DEFL in (Icc) WellUd Vert(LL) n/a - Wa 999 I PLATES GRIP MT20 197/144 (Ground Snow=30.0) (Ground Snow-45.0) I Lumber Increase 1.15 BC 0.39 I Vert(TL) n/a - n/a 999 TCOL 10.0 TCOL 15.0 Rep Stress lncr YES I WB 0.00 Horz(TL) 0.01 4 ri/a n/a * BELL 0.0 8001 10.0 BOLL 0.0 BCD] 15,0 Code IBC200&TP12002 I (Matrix) I I Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 3 9'F No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. SOT CHORD 2 X 3 StF No.2 SOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. I Milek recommends that Stabilizers and required cross bracing be I installed during truss erection, in accordance with Stabilizer 1 I REACTIONS (lb/size) 5=-60/8-9-10, 4=-6018-9-10, 1=291/8-9-10, 3=291/8-9-10 Installation guide. Max Horz 5--11 (LC 7) Max Uplift5=-120(LC 5), 4=-120(LC 5), 1=-39(LC 9), 3=-39(LC 10) Max Gray 1=403(LC 16), 3=403(LC 17) FORCES (lb) - Maximum Compressstn/Msslmum Tension TOP CHORD 1-2=-421f317.2-3=-421r317 BOTCHO 1-5=-Il/11, 13=285/391. 3-4=0iO NOTES Wnd: ASCE 7-05; 93mph @24in ac.; TCDL=4.opsf; BCOL=4.opsf; (Alt 110mph @16in o.c.; TCOL=6.opsf; BC01=6.sfl; h30ft; Cat. II; Exp C; enclosed; M/MRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 TCLL: ASCE 7-05; Pg=30.0 psf (ground snow); Ps=23.1 psf (roof snow); Category II; Exp C; Partially Exp.; 01=1.1 Roof design snow load has been reduced to account for slope. Unbalanced snow loads have been considered for this design. This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent N G 6ESSIQ Gable requires continuous bottom chord bearing. This has truss been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for live load 20.0paf a of on the bottom chord In all areas where a rectangle 3-6- I between the bottom chord and any other members. C4 19 rn, Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint &2 lbu NaltieW 39 lb uplift at joint 1 and 39 lb uplift at joint 3. C) uu EXP. 09/30108 This truss IS de i n accordance with the 2006 International Building Code section 2306.1 and rel,ced AN PI QJ` ii) This trues has esigned in accordance with the 2006 BC Sç303.4.2, 2006 IRC Sec 802.10.2 12) This truss has eslgned to meet the 2003 BC 1 2003JR R \ \ $/I L Review of the plans andor spcoi canons ° 8P'102 00 OF C A1_11~ 84cn2e or approve any deviation from requirements FE Sit of State laws or applisabte local or&flaflCCS. 1138 k Sion al 1 P.A.#TRA- REDONG 1 FEB 282012 DATE EXP. JUNE 30, 200 Cy' CIVIL X. Reviewed l3y_~~ no T.R Amotd & Associates, Inc. TeIeploe (574)264-074) OjOO2 ' P.O. Box lO8IElkhafl,1N46515 October 2,20C E WARMM3 - V.rlJ des/ge parzmet erg sad RC&O ?JO TES ON TillS AJIW I/EL tiDED MIT KREPERRNCS PAG/lMII.747a BEFOPX USE. I tn vwcntf Airl"rAllek c'Trrecices, 11d desn IS bused OnlY LOCal aIarncta iln1- o,-d is tc, or,Irdl'a0,aI bulding cc,c*'wrJ. of iiir dadgnec- r)r 'LS 0dII1 ii rc lateral su050l otirdisidu0l web nwnberi cr.W. Additional rorrpc(ary bro.ing 10 ir.twe stOWltIy d.uing CCI-OtrI Call ll',7 1030a-sibilllly c4 the erecict. Ad'3IiCeI pWITcnent b(acing or he ovOrboveralliIflJCIv,e is 1119 101perci511i1y of the ou' dçner. fo, genelol aor,ce resjorcTrrg I I lVliTek I tOt 1Iio, quity Control. storage delIneni, erectIon ar bracing. COnsUlt ANS/IPlI QualIty çm.d OlIt-89 and SCSi Eelng Cea=pen.e 0.ty ir smid$os ocuilablam ?,ot,' PIoI &'clik4e. 183 C'O's1810 Dire, MlidInrL WI 13719, I I 14515 N. oget Forty. Suits 0350I Chesterfield, MO 83017 Job Truss Truss Type 1Q15 PlY PALM I PALM HARBOR 233 AZ 48887 I0R35I4O5 GABLE 1 1 114591333 CAPISTRANO Reference (o881ona1) S Aug8 3008 MTr rdustiies, Inc. Wed 08101 10:59:03 2008 Page 1 universe!Fee Produes Inc., Grand Rapids, MI 49525 7,0 6-4-13 6-4-13 Nominal 3/12 x4 = 2.50 FiT 5 lO 9 8 7 6 2.5x4 = 1x2 II 1x2 II 1x2 II 2.5x4 = P-6-0 1-0-2 4-10-11 I 4-10-11 1-0-2 9'60 12-9-10 Plate Offsets (X,Yf: 11:0-1-30-141 13:0-2-0.0-1-121, fc'0-0-15.0.1-41 SPACING: 2-0-0 LOADING (psi) SPACING: 14-0 LOADING (psi) SPACING 2-0-0 I I CSI I I DEFL in floc) lldefl L/d I I PLATES GRIP TCLL 23.1 TL 34.7 Plates Increase 1.15 TC 0.25 I Vert(LL) fl/a - n/a 999 MT20 197/144 (Ground Snaw=30.0) (Ground Snow-45.0) Lumber Increase 1.15 I BC 0.22 Vert(rL) n/a - n/a 999 TCDL 10.0 TCDL 15.0 Rep Stress ncr YES I WB 0.07 Horz(TL) 0.00 6 n/a n/a BCLL 0,0 BCLL 0.0 Code lBc00aP12 (Matrix)I I IWeight: 19 lb BCOL 10.0 BCDL 15.0 I I LUMBER BRACING TOP CHORD 2 X 3 St'F No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-00c purlins. BOT CHORD 2 X 3 SF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer LInstallation guide. REACTIONS (lb/size) 10-40/12-9-10, 6-40112-9-10, 1160/12-9-10, 5=160/12-9-10, 8n114/12.910, 9=204/12-9-10, 7=204/12-9-10 Max Hors 10418(LC 7) Max Uplift 10=-61(LC 18), 6=-61(LC 19), 1=-52(LC 9), 5=-53(LC 10), 8-22(LC 9), 9-82(LC 7), 7=-82(LC8) Max Gray 10=21(LC 9), 6=21(LC 10), 1=230(LC 16), 5=230(LC 17), 8=131 (LC 2), 93Q3(LC 18), 7=303(LC 19) FORCES (ID) - Maximum Compression/Maximum Tension if / REDONG TOP CHORD 1.2=33i28, 23=25/39, 34=25/39, 45=33(29 UJ. BOT CHORD 1-10=-18/18, 19=0/15,89=0/15,78=0/15,57=o/15,5.6=0/o EXP.JUNE3O 2008 WEBS 3-8=-104/58, 2-9=-241/126.4-7=-242/126 ' NOTES CIVIL / Wnd: ASCE 7-05: 93mph 24in o.c.; TCDL=4.opsf; BCDL=4.opsf; (Alt 110mph 16in o.c.; TCD16.opsl: BCCL=6.Cst): h30ft: Cat. II; Cap C: enclosed: RS (-rise) gable end zone and C Exterior(2) zone;C for members and forces & MS for reactions shown: Lumber L=1.60 plate grip OOL=1.60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. TCLL: ASCE 7-06; Pg=30.0 Ps=23.1 okciIFESSi psi (ground snow): psf (roof snow); Category II: Cap C: Partially Cap.; 0=1.1 OQN(3 - Roof design snow load has been reduced to account for slope. Unbalanced snow loads have been considered for this design. This truss has been designed for basic Iced combinations, which include cases with reductions for multiple conc rent I elgs Gable requires continuous bottom chord bearing. Gable studs spaced at 2-0-0 oc.0 49919 TO This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11702 a: This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a re EXP 09/30/08 between the bottom chojd.and any other members. Ii) Provide mechanical cction (by others) truss to bearing IVIV of plate capable of withstanding 61 lb uplift at jctiit I 6j) itt at joint 6 lb uplift at joint 1, 53.lift at joint 5, 22 lb uplift at joint 8 82 lb ylile4oint 9 and 82 lb uplift at joint 7. j 10 This truss is design accordance with the 2006 Interna l'4lild!/Içode section 2306 1 and referenced stand This truss has been in CAL -, gned 802.1 .2 This truss has been eslgned to meetiMaQ 91ff1 ies. of State laws or appi ona? PA#TRA- 70 EXR FEB 28ZU1Z R 0 DATE ed Red Ti Arnold & Associates, Inc. Te1eplsi (574)264-0745 p.O. Box 1081 Mart, 1N46515. October 2,20q E WWA 19 A WARM/jO. Vs',ftjd1.g - '. 'r a pat-wnac-. anc I &M1èOfflThslA, INCt i2O I REFERHNCt PA GE J7J. 7473 rJ,cpj I I c'es. sold For use only WilnMile4 ccr-acIos. lies designs Dosed onty upon parameter src.rs 0nt3 I Icu an Iniradsrcd building Corfl,cctwd. Applonbily poramer,ters and proper rcrpaoSon 01 Con'Oonerd is respc'dbeIy c( breWrr designer - r.4 truss desigret Wlilek I Is Fcc Wrarul suar,al 01Ciu5cJcoI web nerrbers cs-i1,. Adidilia'oI Wrrpu:rur, b.occ to'useesIobtkty during ccs-nfructicncls the esperdltliIy Of II I ere-tcc. Ad'Shcrmrrrrcrr*rl l p brace-c 01 11w overall sIn,clu It-iS re is reSpOnItOrSty 08 Il-re twit-Jr0 designer. fcc general gsrdorce egordtrg I I fobsICalicc' gsntlry ccrcsoL slcsage, 0n41eeey, erection OW bracing. odwut ANs1Irp11 Quality Curia 05$49 88nd SCSI IidIig Compon.t-*Sdety I 14518 N. Outer Forty, Site P308 I l#omi4lon ouitrble Iromlivis Plate 5'olil'ele, 583 OO's01,io Oisrr, Madis,s- WI 37I 5 I CheelorilsId, MO 83017 Job TrUSS Truss Type loty IPly PALM HARBOR 233 AZ 48887 DR351404 GABLE 1 I CAPISTRANO 114591332 lJoix.8=ference (ostionall Unrasu Foee Produs Inc., Grand Rapids, MI 49520 7.060s Aug 82008 N%Tck Industries, Inc. Wed Oct 01 10:59:01 2008 Page I 8-4-13 84-13 Nominal 3/12 4x4 = 2.50 Fi3 1x2 II 1,2 II 16 14 2.5x4 = 13 12 11 10 - 9 2.5x4 = 8 1x2 II 1x2 II 1x2 II 1x2 II 1x2 II -01 1-0-2 I 13-9-6 0-6-0 i 1-0-2 16-9-10 Plate Offsets (XV): [1:0-1-3,0-1-71,14:0-2-0.0-1-121.[7:0-0-15,0-i-71 SPACING: 2-0-0 SPACING: 14-0 I I I LOADING (psf) LOADING(pst) SPACING 2-0-0 CSI I DEFL in (lc) Well Lid I PLATES GRIP TCLL 23.1 TCLL 34.7 Plates Increase 1.15 I TC 0.23 I Veit(LL) n/a - We 999 I MT20 197/144 (Ground Snow=30.0) (Ground Snow--45.0) Lumber Increase 1.15 I BC 0.22 I Vert(TL) n/a - n/a 999 I TCDL 10.0 TCDL 15.0 Rep Stress lncr YES I WB 0.07 I kOrz(TL) 0.00 8 n/a n/a I BCLL 0.0 BCLL 0.0 Code IBC200TPI2002 I (Matrix) I I IWeight: 28 lb I BCOL 10.0 * BCCL 15.0 I I LUMBER BRACING TOP CHORD 2 X 3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF Stud I MiTek recommends that Stabilizers and required cross bracing be I installed during truss erection, in accordance with Stabilizer 1 I Installation guide. REACTIONS (lb/size) 14=-40/16-9-10, 8=-40/16-9-10, 1=161/16-9-10, 7=161/16-9-tO, 11=157/16-9-10, 12=131/16-9-10, 13=200/16-9-10, 10=131/16-9-10, 9=200/16-9-10 Max Horz 1425(LC 7) Max Uplift 14=-63(LC 18). 8=-63(LC 19), 1=-50(LC 9), 7=-53(LC 10), 11-32(LC 9), 12-53(LC 7), 13=-79(LC 9), 10=-53(LC 8), 9=-79(LC 10) Max Gray 14=22(LC 7), 8=22(LC 8), 1=233(LC 16), 7233(LC 17), 11181(LC 2), 12202(LC 18), l3=291(LC 18), 10202(LC 19), 9=290(LC 19) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34/27,2-15---2413Q 3-15=-3133, 3-4=-22/49.4-5=-22/49.5-16---3/30. 6-16=-24/27, 6-7=-34/27 BOT CHORD 1-14=-25125, 1-13=0/20,12-13=0/20,11-12=0/20,1011=Iy20,910=o,20,7.9=0j2o, 7-8=0/0 WEBS 4-11=-138/67, 3-12=-169/77.2-13---230/112, 5-10=-169/77, 6-9=-230/112 NOTES Vslnd: ASCE 7-05; 90mph @24in o.c.; TCDL=4.0p5f; BCOL4.opsf; (Alt. 110mph @16in o.c.; TCDL6.0psf, BC=6.0psI); h=3011; Cat. II; Exp C: enclosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MVFRS for reactions shown; Lumber OOL=1.60 plate grip L=1.60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Stand End Details as applicable, or consult building designer ANSI/TPI 1-2002. qualified as per TCLL: ASCE 7-05; Pg=30.0 psf (ground snow); Ps=23.1 pet (roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 Roof design snow load has been reduced to account for slope. 74 ONG k Unbalanced snow loads have been considered for this design. basic load combinations, which include cases with reductions for multiple cc rren liveq4 or This truss has been designed for C 49919 TO Gable requires continuous bottom chord bearing. k11702 a: Gable studs spaced at 2-0-0 oc. W EXP. 09/30/08 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. will This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3- f/ between the bottom chord and any other members. Provide me hantdal connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at join 14, t lb uplift atjolt1, 53 lb uplift at joint 7, 32 lb uplift at joint 11, 53 lb uplift at joint 12, 79 lb uplift at joint 13,53 lb uplift atj u plift RO J This truss is dèigned in accQa1 2306.1 and referenced standard tonal This truss IRC Sec 802.10.2 14) This truss has been designqFM R802.10.2 REDONG CJ 1 , 1 LL EXP. JUNE 30,2o08 > ' FEB 28 2012 DATE 1 CIVIL '9Gd °JOber! '1 U Rcviriewed By . . A: i fc1.1\ki.1c 11 ll A WARU Ve,,W d.eAgn paramet'n* wsd READ )JOTS ON 72075 AND IMLUZSSD MI TSKJ LSWC.E PAGE MIt.7473 BEFORE USE. Nfl' Cn,rUcln ucild 1))SO onlc n-,MNe1 ccnecIccs. Il-Jc ded 5 boued Cr*( up dc'eru ccu3 is fcc on lb3auoI bdster conT,olei-I. Apc7lccitluly C 0.51101 par fy*l,fEon1xy .d-strç dedgr,or - nC1 cuss deIner. &0c1s10.cn. 51cc 1516no1 suppcnl otIrdi,jsssI w Snbess'crdV. Addillonol rerre.', tsOc83 10 cvre scs5ilp, dudrlg CCes1ruclIonis 11w esp dbSl ,r 11w MiTek eeecicg. Adtcr pemarsent oroong of 11w 0unol 3IruC1'Jre is 155 respcAcitslil5 01 the bu4*g derigrw. For general guidance regorctflg fobsfcoliccu quolly 0crs1504 rtc.o,3e, de8seey, ereCtion and bradug. c.x,sufl ANSI/mi Ouy Cl.,4a. Osi-as wsd ICB1 iuB.g Cei5rpolSsfd 14515 N. Ostee Forty Scile 8300 .Iy hdonmlo o'A,itb fromlr',ss 11015 lrsIiI'le, '83 IYCru51A:, Cues. Madr WI 5371s, Ctreoter9eld, MO 83017 Job russ Type Oty Ply PALM HARBOR 233 AZ ITruss 0R351403 GABLE I I 1 CAPISTRANO 114591331 I Referenos (octionalt Unraecs Fares[Fares[Products Inc., Grand Rapids, MI 49520 Job 7.060 sAug 62008 MTstc Industries, Inc. Wed Oct 01 10:58:58 2008 Page 1 10-4-13 10-4-13 2.501W 40 = Nominal 3/12 1x4 II 18 17 16 15 14 13 12 11 3x4= 3x4= 10 1x4 II 1x4 II 1x4 II 4x4 = 1x4 II 1x4 II 1x4 II 1-0-2 016-0, 8-10-11 8-10-11 0-6-0 1-0-2 20-9-10 Plate Offsets MY): 11:018,O181, 15:0-2-0,0-1-121. 19:0-0-10,0-1-8] SPACING: 2-0-0 LOADING (psf) SPACING: 14-0 LOADING (psf) SPACING 2-0-0 I I Cs, I DEFL in (lc) tideD L/d PLATES GRIP TCLL 23.1 TCLL 34.7 Plates Increase 1.15 TC 0.23 Vert(LL) We - n/a 999 I M120 197/144 (Ground Snow--30.0) (Ground Snow--45.0) Lumber Increase 1.15 BC 0.22 I Vert(TL) n/a - n/a 999 I TOOL 10.0 TOOL 15.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 9 We n/a BCLL 0.0 • BCLL 0.0 • Code 1BC2006/TP12002 (Matrix) 'leight 37 lb BCDI 10.0 BCDL 15.0 LUMBER BRACING TOP CHORD 2 X 3 SPF No.? TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-00c bracing. OTHERS 2 X 3 SPF Stud I Milek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer I Installation guide. I REACTIONS (lb/size) 18=-40120-9-10, 1e161/20910, 161i2O-9-1O, 14=146/20-9-10,15--154/20-9-10, 16=132/20-9-10,17=200/20-9-10 13=154/20-9-10, 12=132/20910. 11=20(Y20-9-10, 10=-40/20-9-1O Max Hors 18=32(LC 7) Max Uplitt18=-62(LC 18), 1=-48(LC 9), 9=-51 (LC 10), 1424(LC 9), 15=-62(LC 7), 16-51 (LC 9), 17=-80(LC 7), 13-62(LC8), o 12=-51 (LC 10), 11=-79C 8), 10=-62(LC 19) / REDONG Max Giav 18=22(LC 7), 1r233(LC 16), 233(LC 17), 14=168(LC 2). 15=234(LC 18), 16=191(LC 18), 17293(LC 18),Lu j YU 13=235(LC 19), 12=191(LC 19), 11=293(LC 19), 10=22(LC 10) rn EXP. JUNE 30 2005 j FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-34fl8, 2-1-241, 3-1, 3-4=-20144. 4-5--23163.5-6--23163, 6-7=-20/42.7-20=-0/23. 6-224Q1.8-9=-34/28 CIVIL BOT CHORD 1-18=-32/32, 1-17=0/26,16-17=0/26,15-16=0/26,14-15=0/26,13-14=0/26, 12-13=0126, 11.12=0/26,911=0126.910=0-D WEBS 5-14=-129/54, 4-15=-192/86, 3-16=-158/76,2-17=-233/108, 6-13=-193/86, 712=158/76, 811=.233/108 NOTES Vt/nd: ASCE 7-05; 90mph @24in o.c.; TCDL=4.opst; BCDL=4.opsf; (All. 110mph @16in o.c.; TC3JL=6.0psf, BCOL=6.C*sf); h=30ft; Cat. II: Exp C; M'IMRS enclosed: (low-rise) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MV'aFRS for reactions shown; Lumber DOL=1.60 plate grip L=1.60 ONG Truss designed for wind toads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. TCLL: ASCE 7-05; P9=30.0 psf (ground snow); Ps=23.1 psf (roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 C 49919 To Roof design snow load has been reduced to account for slope. of Unbalanced snow loads have been considered for this design. EXP. 09/30/08 This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. Gable requires continuous bottom chord bearing. CIVIv Gable studs spaced at 2-0-0 oc. This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. This truss has-been designed for a live load Of 20.opsf on the bottom chord in all areas where a r angle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any Other members Provide ?i1t !te mechãroc connecti others) oIt rtmAg capabla of witstanding 62 lb at jixnt 18, 48 lb upli 51 siona) (I o(/jiYjl7. 62 lb uplift uplift at joint 12.79 lb uliftat r AI1IP8) 15 Cflt III uplift at joint 9, 24 lb uplift a V40b rPItt j)1 B 80 lb uplift at j 00 This truss is designed in accoroerie witrI2 2306.1 and referenced dar13) This truss has been designed in accordance with the 2 61 a 3MV.0006IRCSec802.10.2 B 14) This truss has been deslned tjix003_IBC Section 70 2003 IRC R802.10.2 . EXR 11702 FEB 28 2012 .1 ' OpEssto NA U 5 ' Re ________________ Reviewed By T.R. Arw,ld A rmr-. 1, Trin,le,,,e (17419ALJ17.is October 2,20( I..; ' nfl fl 11101 fllk_. flTiCTC , Wve,-r dr>s pw-wrscdae. and REiD NOTES ONITIJS MW J?LuDsD MTTVcREjdRRNCB i&cr ie.77a BEFORB OSS Deogrr cjId lcs'se Crrl/ ci c'ç.-ecJo1rtdw10n is Ocroect orto it 1cr onib3ir000i ctçcorrpo,r& - Applcobdty cldedgn potor nter froçeribzropccdison nlorduperlAn-9 deci-er - rcI Iruct cteityrcr. Brocr sl-cluer 0 is icr Inierol ruppcei Of rdrdl.3I web nerre-s ctff. AddtliCeraI IerrCcrary blocirO to Irtnres1biiiy cicewu3 crs1rcr1icer1s the ,escrslbiItt of tie ereolca. Addiljonyl parnlonenl broci-u,y cdii's os-eroll sInrzt're in line re pccSallly 01 the ocilorg ,iesgrer. For gel-mon gcmdorce reslonjrG e• 1Ob4O0hcr qtflhiy co-trot ticroge, yeinueny, erection or3 Inuodru. ccnsnH ANSI/mi QsraUy Calarte, O3I4 and ICOi IuIsg Cenrponusd l 14615 N Ode, Party Sthte 6306 a'lty I,6omndlan a,crihblu ftctnr1rns PloI ttslilyle, ,3 ClOreritto CutS, MoSson. WI 53Jl Clueete,ndd, MO 83017 Job Itrass Truss Type Sty Ply PALM HARBOR 233 AZ 48887 DR351402 GABLE 1 I I 1 CAPISTRANO IJob Reference (optional) 14581330 universal Forest Preduds Inc., Grand Rapids, Ml 48525 7.0 I s Aug 62008 MT* Ndustries, Inc. Wed 008 01 10:58:572508 Page 1 I Nominal 3/12 124-13 x4 = 10-10-15 1-5-14 2.50F12 11-1-12 5 7 2 10 Typ 22 3x4 = 21 20 19 18 17 16 15 14 13 3x4 = 12 4x4 = 1-0-2 O-6-Oi 10-10-11 10-10-11 0-6-0 1-0-2 24-9-10 Plate Offsets (X.Yt: 11:0-1-7.0-1-8L 16:0-2-0.0-1-121, 111:0-0-11.0-1-81 SPACING; 2-0-0 LOADING (pat) SPACING: 14-0 LOADING ( SPACING 2-13-0 I I CSI I I DEFL in (lc) 1/defi L/d I J PLATES GRIP TCLL 23.1 TCLL 34.7 Plates Increase 1.15 I IC 0.23 I I Vert(LL) n/a - n/a I 999 I MT20 197/144 (Ground Snow--30.0)j (Ground Snow=45.0) Lumber Increase 1.15 Rep Stress Incr YES I BC 0.22 WB 0.07 I Vert(TL) n/a - n/a I Horz(TL) 0.00 11 Wa 999 n/a I I TCDL 10.0 BCLL 0.0 ICOL 15.0 • BCLL 0.0 Cede lBC2001TP12002 I (Matrix) I I I Weight: 47 lb BCDL 10.0 I BCDL 15,0 I I I LUMBER BRACING TOP CHORD 2 X 3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. GOT CHORD 2 X 3 SPF No.2 GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 3 SPF Stud I MiTek recommends that Stabilizers and required cross bracing be I installed during truss erection, in accordance with Stabilizer I Installation guide. REACTIONS (lb/size) 22=-40124-9-10, 1=161/24-9-10, 11=161/24-9-10, 17=149124-9-10, 18148/24-9-10, 19=154/24-9-10, I 20=132124-9-10. 21=200/24-9-10, i6=148/24-9-10,12=-40/24-9-10,15--154/24-9-10.14=132/24-9-10, 13=200(24-9-10 Max Hors 22=-38(LC 8) Max UpIift22=-63(LC 18), 146(LC 9), 11=-50(LC 10), 17S21(1-C 9), 18=-60(LC 7), 19=-60(LC %20-51(1-C 7), 21=-80(LC 7), 16=-60(LC 8), 12=-53(LC 19), 15=-60(LC 10), 14=51(LC8), 13=-79(LC 8) Max Gray 22=22(LC 7), 1=233(LC 16), 11=233(LC 17), 17171(LC 2), 18=226(LC 18), 19223(LC 18), 20=194(LC 18), REDONG 21=292(LC 18), 16=226(LC 19), 12=22(LC8), 15=223(LC 19), 14=19-l(LC 19), 13=292(LC 19) YU FORCES (lb) - Maximum Compression/Maximum Tension LL 0exp. JUNE 30, 2008 5 TOP CHORD l-2=-38128,.2-3=-24135, 3-2320/43, 4234/45, 4-5=-21/58,5-6---23f78. 6-7=-22f78,7-8---21t58. 9-243(27, 9-24=-20135, / 9-10=-24/18, 10-11=-34128 CIVIL SOT CHORD 1-22=-38/38, 1-21=0)31, 20-21=0/31, 19-20=0/31, 18-19=0)31, 17-18=0)31, 16-17=0/31, 15-16=0(21, 14-15=0131, 13-14=0/31, 11-13=0/31, 11-12=0iO WEBS 6.17=131/49, 5-18=-186183, 419=181/86, 3-2D=-161176.2-21=-232/108.7-16--186M. 8-15=-181/86. 9-14=-161/76, 10-13=-2321108 NOTES Wnd: ASCE 7-05; 90mph @24in o.c.; TCDI=4.opsf; BCOL4.opsf; (Alt, 110mph @16in o.c.; TCDL=6.opsf; BCOL=6.opsf); h=30ft; Cat. II; Exp C: enclosed; MVAFRS (low-rise) C Exterior(2) ONG gable end zone and -C zone;C-C For members and forces & M'.FRS For reactions shown; Lumber L=1.60 plate grip L1.60 Truss designed for wind loads in the place at the bliss only. For studs exposed to wind (normal to the face), see Standard Industry Gable S ( End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002.LU C 49919 TCLL: ASCE 7-05; Pg=30.0 psf (ground snow); Ps=23.1 pet (roof snow); Category II; Exp C; Partially Exp.; Ct1.1 cc ) Root design snow load has been reduced to account for slope. EXP. 09/30/08 SI Unbalanced snow loads have been considered for this design. This truss has been designed for basic load combinations, which include cases will, reductions for multiple concurrent live loads. CIVI All plates are 1x4 MT20 unless otherwise indicated. Gable requires continuous bottom chord bearing. OFC Gable studs spaced at 2-0-0 oc. This truss has been designed for a 10.0 pet bottom chord live toad nonconcurrent with any other live loads. • This truss h9teen designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 fit between the bottom chord and any other members. Provide mechanical connection (by others) of trtssj DM çIIte capable of withstanding 63 bbLiplift at joint 22 I ON 4oia1,,& 50 lb uplift at joinlll 21 IOu lift 60 19, 51 lb uplift atloint 20, 60 lb uplift at joInt 16: 63 lb P P 114 and 79 lb ubi at joint 1 tion 2306.1 and referenced nd d PI 0 This buss has been designeI , lRCSec802.102' Irdtion This truss has been designed to meet the 2003 IBC 2308.10,7.1; 2003 IRC R802.10.2 11702 cc PA#TRA- FEB 28 2012 - NAU '° DATE FESStO October 2,20 1 I a X\VIcWi WARMM - Ve.'(llj d.dg for use wilr, kd ED MTTEKR$PBRENc PAGE lW 7473 mzro9z use. I \ onO L IC, On inliduOI bofdws-3 o(rpa'renI. App Lilly c/ 00 is I Is for loInrol suppprl rsrthe reclxfobilly of bofdk'9 cIeogr.c- Irus desgnm. troclr'ç SI-OV. I Milek fl0ay bsocin to insure stobdih during comlructicnls lw resporsibEty of The ere-Ica. Add,IrO'nI pmnxulem brocrrrg or Ire puer011 structure isIre resper'ciçwro 01 the b,irnd designer. for gen000l gond.DICC re90000rig I =-- I fobricoIicr- gu-sily ccnlroi slocoge, de0ue,, erection onO broong, consul ANa/TPI1 I 18811y IrdomIc.. ogil,bie homburg fjyle brslil',le, 083 OCemirie (3e. Modi Wl437), F' 036-89 and IC51 IuIg Cornpon.ni I 14515 N. 008r rely. Sdle#308 Or.aterf.etd, MO 63017 Job Truss Truss Typo Qty Ply I 4m92 M558502 MONOTRUSS 1 I PanHath 114593050 Job Reference (oetionaj) Unlv~sal Fored Prsdsds Inc., Grand Rapids, Ml 49530 7.06DsAug 82008 MIT& Incluitiles, Inc. Wed Oct 01 13:41:212008 Pogo I 3-4-8 3-0-5 5-10-2 -I 3-1-9 254 II Nominal 3/12 Opt cut-off 40 3x4 ~z Bi 204 = 304 = 354 = 4:4 0-10-8 248-0 8-11-8 6410 15-48 Plate Offsets (X.Y): .2-0.0-1-121,18'0-2-0 Q-1-Ql SPACNO:2-0-0 LOAO I NG(psf) SPACING: 1-4-0 LOADlNG(psl) SPACING 2-0-0 I p CSI I p DEFL in (l c) I/deft L/d I I PLATES GRIP TCLL 23.1 TCLL 34.7 Plates Increase 1.15 I IC 0.47 I Vert(LL) -0.08 8-9 >999 240 I MT20 197/144 (Ground Snaw=30,0) (Ground Snow-45.0) Lumber Increase 1.15 BC 0.57 Vert(1L) -0.16 8-9 '999 180 I TCDL 10.0 TCI1 15.0 Rep Stress Inor YES WB 0.50 Horz(TL) 0.03 7 n/a n/a I • BCLL 0.0 SCDL 10.0 • BCLL 0.0 1 BCDL 15.0 Code IBC2006/TPl2002 I (Matrix) I I I I I Weight: 52 lb I I LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except BOT CHORD 2 X 4 SPF No.2 end verticals. WEBS 2 X 3 SPF Stud Except* BOT CHORD Rigid ceiling directly applied or 7-7-5 cc bracing. 2-10:2 X 6 SPF No.2 I Milek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance Wi er I Installation guide REACTIONS (lb/size) 7'519lMechanical, 10=621j0-3-8 S)0P"O , Max l-forz 10=146(LC 7) Max Uplift 7'-205(LC 7), 10'-240(LC 7) Max Grsv7=760(LC 18), 10=909(LC 18) FORCES (lb) - Maximum Compression/Maximum Tension 11702 TOP CHORD 1-2=-210125, 2--248/47. 3-4=-1427/354, 4-11'-1241/289, 5-11'-1198t295, 56=5313, 6-7=-72/33 w BOT CHORD 1-10=-181208, 9-10---458/1392,8-9=-602/1691.7-8=-265/728 BS 4--335/161, 48=-59886, -11472, 5-7=-957/357.3-9---121218,2-10---285/132. 3-1-129331 NOTES I) Wnd: ASCE 7-05; 90mph @24in o.c.; TCDL=4.opat; BCDL=4.opsf; (Alt. 110mph @16in o.c.; TCOL=6.opsf; BCOL=6.0psf); h=301t; Cat. II; Exp C; enciosed; MWFRS (low-rise) gable end zone and C-C Exterior(2) zone; cantilever left exposed CC for members and forces & çkO SS/0 M1vFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 TCLL: ASCE 7-05; Pg'30.0 P5=23.1 tDONG psI (ground snow); psi (roof snow); Category II; Exp C: Partially Exp.: Ct=1.1 Roof design snow load has been reduced to account for slope. Unbalanced snow loads have been considered for this design. ( This truss has been designed for basic Iced combinations, which include oases with reductions for multiple concurrent lisle loads. Lu C 49919 This truss has been designed for a 10.0 psf bottom chord live Iced nonconcurrent with any other live loads. This truss has been designed for a live load of 20.opaf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit * EXP. O9/30/ between the Wftm chord and any other members. . Provide rnIicaI connection (by others) of truss to bearing plate capable withstanding 206 lb uplift at joint 7 and 240 1 10. This truss egned in accordance with the din Code section 2306 1 a eferenced A stan This tru been desig r 2303.4.2 2 IRC Sec been desig ll)lhistluss raqwrements if YU en le qjrces. I EX P. JUNE Q I1c I . Y03. REDoNG\9 naJ CIVIL EXP. FEB 282012 1: 70 0\ R G -i DATE ed Reviewcrj 13Y I 2ONA lJ .S ' T.R Arnold & Associates Inc. Telepksme (574)264-0745 11.1 P.O.BoxIO8lE1khn,Thj445j5 October 1,20C FA AL WARNING - V.r-ljlj deadgn pawneo. and READ H I%if?t THIS Am IML1J.D j ppp,5pgj PAGE "1.7473 BEFORE cras Nfl beugn raid Icr se airs wiW, Mile& cC0OCIOn. iris do5lgrlll NMed Ofly Open c,crcn'eten Six"M 01 is rc, oflirslhrdral bI,Idblg COsrparer& Appicabity Cl dwdgn poronsenlers and poA, ascopero6cn of can-prxenl is resXo'ebiIIy 01 boiWng dcrignor . rCt son dedrjner. 5-ccis-cj S0'45 is Icr bIor,I supporl ciirc5ddsrsl web ompters cnly. Addi0oxsl Ierrpc(ary bocing to route sloyiity doing ccnsI,uclicos is hO respern1h5ty cl the MiTek ere-:lca. Addllia-tal pGTxsrIenl brocrg of the Os',tOfl IIucI'jre is the W5pc0Tdtlty of ire tuildnQ desigs-er. for general gdorce 1e90rc5r,g lobroliors grally ccr.troL cIcro,e. deline-y, ese050- oI.1 bracl-g, CO-cull ANSIFTPII QualPy C.*.da, 058-89 and SCSi IaMng Camponu,d Maly irdosm allan oraihb lr leC,mllsss hale lnclit.sle. 203 GO'tafdo Clise, Mcdis-zr, WI 53719.14516 0 14516 N Outer Forty Stito 8315) MO 83017 .0 / 4 15 December 2010 4 T&M Homes 1369 Magnolia Avenue Carlsbad, CA 92008 St Sir: L I.(.AS2I(.i I;:'.i i:fi1q :1i315U SUBJECT: Update Letter for Geologic Soils Report by Construction Testing & Engineering Inc. dated April 3, 2007 for. 4. 1369 Magnolia Avenue Carlsbad, CA 92008 Assessor's Parcel Number: 205-280-16-00 Dear Building Department Representative, SCOPE In accordance with the City's requirement fora soils report update letter, we have performed a geological reconnaissance of the proposed project site at 1369 Magnolia Avenue in Carlsbad, California- The purpose of this update letter is to re-evaluate critical geotechnical parameters found in the original soils report by Construction Testing & Engineering. Inc., including; soil type, bearing capacity, equivalent fluid weights, and recommendations regarding foundation size and reinforcement, slab thickness & reinforcement and soils compaction. DESKTOP INVESTIGATION The United Stales Geological Survey "Geologic Map of the 0ceanside30' x 60' Quadrangle, California." by Michael P. Kennedy and Siang S. Tan. 2007 was used to determine the surficial geology at 1369 Magnolia Avenue in Carlsbad, California. The Geologic Map indicates that the surface geology consists of Quaternary terrace deposits Qt, specifically Qop2 . Poorly sorted, moderately permeable, reddish-brown, inter-fingered standlinc, beach estuarine and coil uviaj deposits comprised of siltstone, sandstone and conglomerate. The soil type determination is consistent with the findings of CTE's Job No. 10-8791 G, dated April 3, 2007. / BEARING CAPACITY The bearing capacity of the primarily sandstone formations is estimated at 2000 pounds-per- square-foot (psf) based on minimum 12-in by 12-in continuous footings. The bearing capacity may be increased 30 psf for each foot of foundation width increase and 500 psf for cach foot of foundation depth increase to a maximum of 4000 psf (jONTINIOUS FOOTING, REINFORCEMENT, SLAB FOUNDATION, COMPACTION. AND EQUIVALENT UNIT WEIGHT RECOMMENDATIONS: Continuous Footings should be a minimum of 12" wide and 12" deep for one-story structures and a minimum of 15" wide and 18" deep for two-story structures. Continuous Footing should consist of 2500 psi minimum concrete and contain a minimum of 4 nos. of 44 Rebar, two rebars located near top of footing and two rebars located near the bottom of footing with 2.5-inches minimum concrete cover on both top and bottom. Slab foundations should 4.5-inches thick, 2500 psi minimum concrete, and be reinforced with #3 rebar centered within slab on 18-in horizontal centers each way to prevent cracking. A moisture and vapor barrier of 10 mils of Visqueen overlaying a maximum layer of 2-inchs of SE 30 sand should be installed beneath the slab foundation. Continuous Footings and Slab Foundations should be placed on undisturbed soil or soils re- compacted to a minimum of 95% per ASTM D-1557. Disturbed soils not directly adjacent to the foundation should be re-compacted to a minimum of 90% per ASTM D-1 557. Equivalent Fluid Unit Weights for design of cantilevered (yielding) retaining walls should be 35 psf for level backfill, and 55 psf for 2:1 sloped backfills. For design of Restrained Walls; use 55 psf for level backfill, and 85 psf for 2:1 backfill. This concS1es our Soils Report Update Letter. Please call if you have any questions or concerns Rick L. Wright, RCE 57032 Infrastructure Design Group p06130111 619.550.5465 2534 Stave Sc San Diego 92101 F: (3581605 4217 W:www.id-group.us SITE LOCATION: 1369 MAGNOLIA AVENUE LOCAL SURFICIAL GEOLOGY MAP 101110 9 lET SITAPS 07*010 sir oc.ws-o.osqa '4At5cli(l.i2OS15APS I - ____111019____o;tali so-a 'r •Lz1..,1 ® iIA :I'*rI l.II,".,T-. IdJlAI III 'fl I 0017400 S-102 FOR SHIP I O400 I HEADER 0(509 AND 1*010000101000440173 e. siws 51-0 INSTALLATION Ii '. r90ur.ani00nwu00,s 1 ( NAIL 10)4500! (CS Da SAPsl I Garage 1011J54051C I A' HI I/100753101 I TIC NULl Sift IOU/S "JULMICIPalm Harbor Homes COPYRIGHT (g) 2005 Pati,, H4ib,al H011ies, Inc. Al Rights Reseed Tempe, AZ P1251 02 'un1te,: OlSOn eo N. 02111 8/29/08 501,IE IBS 2009 i,,, Capistrano s,,.... FP-2 Floor Plan 1st Story Ron. Dy:-- - Approvals \ Laundry k A','-Q4-Ys'-- PAGE SW.l I LW., o2n S S rcqc.S NL.M1 $MC2.'1SA._ IccAlinac. S,F s.o; $ n., 110111 6;V.t A POTFS I COA'4'1 23•-+• -Ia —1211/2—slip £101 ULZ,' OsLS 3/4 I .aIs558155flg1susfls. Pn;•ni Porch l'-s l/S• ,:.'-a s/i. -°c';O r i= NSIMJ. 0 Ill 010170 0710(0 0 .4 0 0/5-0545 sIr - : A N&'SS54(*3IOID07ST01PS — I4l0 3/4... I09 '• - -: Study 1 : L.........J ,. IS-I /3 107 Sq. Ft. 112 Sq. II. A DinIng I vjc. 6 11 Master Bath' ru/I MS - 3ai mi1 '-i E 201/3 a in - I 7-0 IR,;hqg 1,411 LA ? —rsT cwc To— I sv/o-I.1acL V —t-r- 5TVS 1/3-00900 l• SIMS I \. COD90007EAOItTRA? IL L) Maer 1) WALL 511MMARY FCR j 1- 7 31-5 "EE__i___.j ' a -SEE PA S-iDa FOR STAR CASE 0(7*115 GiesiRm 3w '1 S4 rL I \_J 1 then J,--j Iie u01cT .1 I 501.1 I -r ii- *-r j 20.9 i%— 1/34- 'S5L 07-LWT 51010007*000 4r-4— I 0 5C-7 I/2_I 11 1x0054010140o9*NU V4 OUT 90007 3 b'-v o r. ac vi'-o54o It ir sg-r--I F.0IPST00Y I N.AAJCS00DC07OTTIIPS 69._T LI 15435300 &PACEOZA C.C. 0710120 I - I I 01 00,111 0.014 Pm I no en.. S-104 Fall TV. IIL54U 5050151 210 00(94500 SAZ(9 04311 HINt 17000 CAO3NAII SNOT! IS) 1.03 *94S C40(IIT SNTTY 7.47 120 30539 ç4jI $9111 11,94 035 30179 C*&NI WilY 1301 1(9 i%o30 I00.j UNTIl 90 WtTY 34.53 I Ice 9/I—.-I SIT? 1.100*4510 541M3 e-a)-4-a' i/a-I STEP AM R*001G 0(3403 OW. 005401400*0 000011 I M.i5 SIN ((SCS?IDI ° I'' &r'Ii sauic All windawi Ineet Section 704A.3.1.2 on Etrir (ila,i,,6 'these pl000 shell comply wilh the 2007 Cslit'ornio 8uiIdag 27u1 1 I II and Window Walls oFdTc Calllbrcia Building Code and II Code and all applicable Cnuniy of Son Diego codes and 0 jW0_*33 0 W!0031 I Seclis 26.2.1 on Gliszing orihe San Diego County Fite Code nccs. 27301 P 0000011 0.090 1' 4 I II 53I -oi IETU. S-ID) P01 I L / I Sr_P £10 011 'C EIALY I 3.0 OILS TI. (00? COJIER - I WE 101--s I FCH611SA SEE fP-7Ljk 7.2 FOR I L-PLVZ END P0(604 OWN cn - 76 1/2 -I is - I •. ._._.__._i -----------------------r---i------------- 01 I I 9 i,:r. ir -i---i ', . I IL or-L SEA, • 1.. 4- . 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WE WALL3 I 27'.o) 46-} \ CAD400 2(111-111 , 1011 DUAL S-lEA FM 201415-101 FOR1FA1I %E?615 91101 01951 22-g III 5/6 STEP MD PuPil 066612 4-04--[31 1/2-1 SlOP 640 600140 DETAILS C FUlfil LAO (110690 i 01 1PRQ7tCTW6Tt01'06Si I £40 40lfl5 cwwm I I PZRSSAsl MOAt FOJIENTOL tOilS I fl-il S1RYLA1 MAP CONNECTOR AT (IRS 06 64) D01ARIAIJ.S PAGE Fr117 91E050011 010$? WJ01 -r FOR VAS G0?LC106 wAcsic IN 201'MDI 00 06 9(650051 TO.(C6060) .d'0#TANT ONE?? ALL POUND :tl,lr:,D?l. 11c11000 :A 101...155FOP MATING ISALL S.EoT6AC. I lEt CARL 53 aal 5TE4°1- 63 WAUW C.MWF TEl 0 'TO - MC NEO•SITITITOS P0OLl NY S M6&L 160166 WAIl?? ??.L CLAN AWAY FROM MJILINC DIII 411.1011? lOU.! OF SO 011115 ?YEF1?ST 17125101 IRl13JS 000C1S) P111 ¶CC1?1 00$) C605flCTt CVIUSS 1:17: 'IiICCUIRJ*ICbIVIIHAC .,Ul. SlNAlII CROSS MLA.SI.RE5 511001 CSSTOUCTI3.I35 CCIICIET! 'OUF.CIITI.5 CCSII'3ICS) (EONS. .,.rl..6 /566510- PR Q II P91:01CC D?.0AC0SIPR(SZIv1 C 1IN0,I 05 EI'Pl. UC'6P) rI-F 1JCOSu(?.tlfl 111610 611Jul T?I5 ME% EL Of SIAfArI,. 17 01* PtA ..flll ;1S TI I YPTURCI 11511 tI-A? ItO "VI? ' LUITLOIP - S IIEQv.cE'AOoD.NC (PULL :61t' LIOUAOLCUD?11/.WSCTOA PIL ED I,5 - 751 :60*11 'URA.- 0.' -'61 SI-OGlE 00 *01Ev 53111.., s...16ot P6(1101 or 'EISM? 7)51? VARIILI, PER.SIETERIT"O 161 OAtS 0 rI' III SAILS PIP CI-AIIIS 1114 SC PP 7 2. FOR S IONIC ZONES (J 1161?)• S lIsP EVE*T 0113.5??? II 11119 014 K.XS A0.C. So 4156010110)3? lUIbA. I, CRAM. 0P*flr 01110011. 6.5? 11; OP lITRE A -. ElI 611600454655010151161 LOCAL CG.ES. ACCESS I.IAY ttLUCA1t3A?fl4MtI49 - (OCEPU0010,iC000. It, I P011SIILTAAO0(AJlOAL3. 2I05*5'.SRP/ICCS1LtIILAIU,. OPENING) I1E0UIRZDV6ThN 260I- 1111100 A 3T.6Il1i500Yl506W.aI? 501 SPICI'6D. P0016W) 61066 CEN?TO..IN1M0 01.24,1 60(1, II 101106511 CONCRETE CNM'9E05701 DIREIIODi(¼ IS 306 PSI AFT 25 DAYS. SI 60116104 CLEPIIANTE Ill CRAWL SPACE IS ?0• 3- ROWdIES AROUND AM? W000 1000' 110 61106506A1?IINWALLIAA! A.L POUREDCCOALRETEOI 1141111 MORTARED GOICREE? 61004 (CUU). 'I PCI?)!? 56110 ON 06 PAP POOP LIVE LOAD 110011! L000I.EII55000 I)L001J. RITE C000I?l055 16? 01(4016*0! TIIIL'ITANTI*LLY 01 1000 A5I-IIIM1L0M160TES RE 00115100*64010. MAY At 3 l - 6106 OISCIET15MCP 1)17 LOCAL IULC74001F?CIISl_ 0001606*10000*11011 0080000 PTA PROFESSSO!OOL 11101141(0 ._......J WIIOIDPAAUANWITII TilE SPECIFIC RITE CO4WOT0?A3. TI ALL P01010*11011 PdDYAU,AITONW11 41010 ACC000AIC! WIlt TI?? C(OT(CRNJCAA. PR/ESITrRTIC? PROPNEIM? flIREE LOT RERI0064TIN, TII50I'WI!? 1160 L(UISIIOLIA AND. 010*001)0, CACTEJDIMO,12-IIOIC III 8P(EIIU INDPEETICNI IS REGAINED FOR ills SITE I E06ARTWI6CTID ?2A3OUYV 57114 WALLI A) UUCHACO nn. A S.DEC 11011 794.0 1' 4 ILJLJ Palm Harbor Homes COPYRIGHT © 2005 Palm M0002r HomAis, Inc. All Righ?, Reserved :10 02 Gec N. 8/29/08 Mo: IBS 2009 Capistrano 01k?: FP-7.11 pIooAonI Foundation Layout IDA: - - Approvals NOTE: ALL FA5TERNER5 ARE TO BE HOP DIPPED CALVANISED OR STAINLESS STEEL TYPE FOR ALL PRUSSIJRE TREATED FASTENING ORCII COMPOSITE EXTERIOR DECKING /110 1/2 10 1/2 ID 1/21 1./-STEPS COMPOSITE EXTERIOR DECKING RATED SHEATHI 2X12 PRESSURE TREATED WOOD STRINGERS SPACED 16 D.C. (SEE FP-2 FOR STEP WDTPL— Palni Harbor Homes COPYRIGHT () 2000 OSITE MATERIAL Peirn Harbor Homes, Inc. All Rights Reserved R :er Tempe, AZ Mani T. POST Goo N. 8129/08 BS 2009 F. LUMBER 4" D.C. Capistrano Nmb.f: S-103 besina5sE Exterior Porch DT LUMBER Stair Case Approvals STEP DETAIL RAILING DETAIL PaIm Harbor Homes COPYRItHT© 2006 Palm Hrbui Homes, Inc. All Rights Reserved Tempe, AZ Plant 02 N. EE PAGE FP-2 FOR LANDING AND STEP MD ,eo Th 8/29/08 IBS 2009 Capistrano -CONCREAff Exterior Landing .-.'-: -;;:;-;:- •- & Steps Details by— . I iHIHIIHIHffl-fl-ffl FE Approvals = -3M Par. Slain: .4 X, I$* CITY OF CARLSBAD 1 CERTIFICATION OF SCHOOL FEES PAID B-34 Develooment Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov 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: CAVANAUGH RESIDENCE Building Permit Plan Check Number: CB1 02124 Project Address: 1369 MAGNOLIA AV A.P.N.: 205-280-16-00 Project Applicant WILLIAM CAVANAUGH (Owner Name): Project Description: DEMOLISH EXISTING 1572 SF HOME & BUILD NEW MODULAR HOME Building Type: SFD Residential: 1 New Dwelling Unit(s) 3135 Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: Net Square Feet New Area City Certification of Applicant Information: c/Laen.ette aqbhe# Date: 1/10/2011 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District E Vista Unified School District LI San Marcos Unified School District 6225 El Camino Real 1234 Arcadia Drive 215 Mata Way Carlsbad CA 92009 (331-5000) Vista CA 92083 (726-2170) San Marcos, CA 92069 (290-2619) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District F1 San Dieguito Union High School District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300 ext 166) Encinitas, 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 th a)tlwner is the owner/developer of the above described project(s), or that the person executing thj 1araSn is authorized to sign on behalf of the Owner. Signature: / Date: - / I tb - B-34 Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(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 )4_ (6622~ TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER CABADUEoSc1119Tc 6225 EL CAMINO REM. MLS8AD, CA 9200 // tal x 0 / I B-34 Page 2 of 2 Rev. 03/09 / a7 o JIJI pr tO L. (L4'V'i - SL&)t003D SSLte U1der%kb C€O234 J 1S rD (?LLe(c'11€D tTE PLf') Prrb FP,F?.I5 - iO 03 (1 Lr) pp" 1l : d-ft ' ' -ri' - -o3 C'7.' -fcke &C) (2e- c P--2- O S L- u Pr St t3I- -O E (,-t 1- p-i29I( Ir J-0, LJL C id ,4 1 64L47 Tf L 4 usw1bOff9E24?,-) CAY Approved , .. 'J t'óate By BUILDING PLANNING ENGINEERING w/SW FIRE Expedite? Y N HazMat APCD Health Forms/Fees Sent Recd Due? By Encina Y N Fire/c Lc j4'j/<ifjj Haz,-,eaIthAPCD PE&M J4-tJA' II 1(QI Ic) YN ___ ho Scol Sewer Y Stormwater Y N Special Inspection Y N CFD: Y LandUse: Density: ImpArea: FY: Factor: PFF: Y. ().-_// ( iuj3Jp L_ Comments ate /-Date Date Date Building J (Q L>1 --K ( tO I Planning Engineering Fire I I Need? fIc'/ t2() /W A A ( i4one )i_oOic - ,Done /p KDone U Done U Done Application Complete? Y N By: Fees Complete? Y N By: / City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-27-2011 Plan Check Revision Permit No: PCRI1008 Building Inspection Request Line (760) 602-2725 Job Address: 1369 MAGNOLIA AV CBAD Permit Type: PCR Parcel No: 2052801600 Lot #: 0 Valuation: $0.00 Construction Type: VN Reference #: CB102124 PC #: Project Title: CAVANAUGH RES- NEW CALCS FOR FOUNDATION TO ELIMINATE.THE REQUIREMENT FOR Applicant: Owner: WILLIWAM CAVANAUGH Status: ISSUED Applied: 01/25/2011 Entered By: RMA Plan Approved: 01/27/2011 Issued: 01/27/2011 Inspect Area: 951 809-2668 Plan Check Revision Fee $120.00 Fire Expedited Plan Review ' $0.00 -,' Additional Fees . / $0.00 Total Fees: $120.00 Total Payments To.Date: $120.00 Balance Due: " $0.00 FINAL APPROVAL Inspector: 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. f I b (0 CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No hA . (/ Of Original Plan Check No. C )i9. / Project Address 3 (Q' 1VlQcLtc)t1ct 4ii-.e Date Contact)ct4 et-'or- Ph 'If( O' Fax Email 'Te)oM (A 1)UCøOC1C)lQrø(c. Contact Address________________________ City 7in General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Plans Calculations E Soils E Energy E Other____________________________ 2 Describe revisions in detail 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets c'tQ• otPtP4' 1AC444 dICJnui C. . c\;-cJ-- att a C-1 L 7 c' _ jcAv&t.A-Xe _kOd .-Q Ui, 9 i .0-Df klop 4 (q I C ,C if- dc y' (0c crO 5. Does this revision, in any way, alter the exterior of the project? Li Yes LI No 6 Does this revision add ANY new floor area(s)? LI Yes F-1 No 7 Does this revision affect any fire related issues? Yes LINo 8 Is this a complete set? Yes LI No Signature 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/ 2719 . Fax: 760-602-8558 www.carlsbadca.gov EsGil Corporation In (Partnership with government for Building Safety DATE: 1/26/11 U APPLICANT U JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 10-2124(PCR11008) SET: REV1, Set I PROJECT ADDRESS: 1369 Magnolia Ave. PROJECT NAME: Two Story Modular Dwelling for Santa Rita Investment Corp. El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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. El 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. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: The revisions clouded in BLACK on sheet FP-7.2 ( consistent with the engineers design) of the previously approved City set of plans must be made to the owners set of approved plans to make a 2nd set of approved (REVISED) plans By: Chuck Mendenhall Enclosures: EsGil Corporation LjGA EEJ LJPC 1/25/11 :s [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN' CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 10-2124(PCR11008) PREPARED BY: Chuck Mendenhall DATE: 1/26/11 BUILDING ADDRESS: 1369 Magnolia Ave. BUILDING OCCUPANCY: R3, U TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Fdn Revision NA Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance v Plan Check Fee by Ordinance V Type of Review: Fj Complete Review Ej Structural Only Repetitive Fee Repeats * Based on hourly rate LI Other El Hourly I Hr. @* EsGil Fee I $86.00I Comments: Sheet I of 1 macvalue.doc +