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241 DATE AVE; ; CB013639; Permit
c 02-25-2002 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB013639 Building Inspection Request Line (760) 602-2725 241 DATE AV CBAD RESDNTL Sub Type SFD Lot# 0 $301,12800 Construction Type VN Reference # 1 Structure Type SFD 4 Bathrooms 4 VINE - SINGLE FAMILY RESIDENCE SFD 3252 SF, GARAGE 894 SF Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 11/26/2001 JM 02/05/2002 02/05/2002 JC Applicant WORTHING INC, B A 590 CARLSBAD VILLAGE DR CARLSBAD, CA 92008 619-729-3965 Owner VINE JIM A 280 CHINQUAPIN CARLSBAD CA 92008 760-729-5060 165? 02/25/02 0002 01 02 2500=00 Total Fees $26,482 98 Total Payments To Date $23,982 98 Balance Due $2,500 00 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,16872 Meter Size $0 00 Add'l Reel Water Con Fee $759 67 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $30 11 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $2,400 00 Housing InLieu Fee D5/8 Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $14000 $2,004 00 $000 $5,480 53 $5,058 95 $000 $000 $442 00 $498 00 $000 $19500- $6000 $5700 $2,925 00 $000 $745 00 $4,51900 $000 $26,482 98 FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1. PROJECT INFORMATION FOR OFFICE USE OJLY PLAN CHECK EST VAL _ Plan Ck Deposit Validated By Date 757^7 Address (include Bldg/Suite #)Business Name (at this address) 5267 Legal Description Lot No Subdivision Name/Number Unit No Phase No ^"-P Total # of units 9 = i" Assessor's Parcel #Existing Use Proposed Use Description of WorkjJexO 2. CONTACT PERSON (if different from applicant) SQ FT Uvi>-z**°f # of.Bedrooms # of Bathrooms Name 3 APPLICANT D.Contractbr Address Q Agent for Contractor State/Zip BA WORTHING, INC. PO BOX 1041 City E] Ownerk D Agent fbrS>wner'i:-; : , CARLSBAD.CA 92018 760-729-3965 Telephone # Name 4 PROPERTY OWNER tLJ{ M Address City State/Zip Telepttorr 260- A *fjAddress Q City State/Zip Telephone #Name 5 CONf RACtOR - COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged 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]) BA WORTHING, INC. PO BOX 1041, CARLSABD,CA 92018 760-729-3965 Name State License tt 39874 BROOKS WORTHING, Designer Name Address License Class PO BOX 1041 , Address City State/Zip Telephone # B - 1 City Business License tt 549200 CARLSBAD, CA 92018 City 760-729-3965 State/Zip Telephone State License # B-1 392894 6 WORKERS'COMPENSATION ;;A ° : 7 Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [] I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued p?T I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company STATE FUND Policy No 046-01 Unit 877 5 Expiration Date1~1 -02 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l 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 ($1QO^J001 in adption to the cost of compensation damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE XSX^tfTVMl/tAx ^ DATE M/Z/fr/C'| I hereby affirm that I am exempt from the/ContVactor's License Law for the following reason fid I, as owner of the property or mylemplouees 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 Trie Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own emplbyees, 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) 0 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) |—| I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) ^ ~ ^-> /* , j_ L/—^-^-' DATEPROPERTY OWNER SIGNATURE _ COMPLETE THIS SECTION FOR,ffQfi-RESIDENTIAL BUILDINGiPERMITS ONLY ^JJj' ' 7'.'^,. .... J:" '""*"* *™?i .: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? d YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? [~l YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME LENDER'S ADDRESS 9 APPLICANT CERTIFic5vriON, :'"i: " " . : "" ""TT '">0 "" : : •:".;"7 ::h;jf: "' ; I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commencecJ^ejPa period^' 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected Bv Inspected Bv Inspected Bv CB013639 VINE - SINGLE FAMILY RESIDENCE SFD 3252 SF, GARAGE 894 SF 241 DATEAV Phone Water Dist /2O_^-^ ^ate ~-i_ /7/~"^ Inspected /7~~( Date Inspected Date Inspected St Lite Fire Date Permit Type Sub Type Lot 0 D^Approved /\ Approved Approved 07/02/2002 RESDNTL SFD Disapproved Disapproved Disapproved Comments City of Carlsbad Bldg Inspection Request For 07/^2002 Permit# CB013639 Title VINE-SINGLE FAMILY RESIDENCE Description SFD 3252 SF, GARAGE 894 SF Type RESDNTL Sub Type SFD 241 DATEAV Inspector Assignment PD Job Address Suite Location OWNER VINE JIM Owner Remarks PM PLEASE Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Lot Phone 7603900914 Inspecto Requested By JIM Entered By CHRISTINE Act Comments Associated PCRs/CVs Inspection Historv Date 07/01/2002 06/26/2002 05/20/2002 05/20/2002 05/10/2002 05/10/2002 05/10/2002 05/10/2002 05/09/2002 04/22/2002 04/12/2002 04/12/2002 04/10/2002 04/10/2002 04/09/2002 04/09/2002 Description 23 Gas/Test/Repairs 23 Gas/Test/Repairs 17 Interior Lath/Drywall 1 8 Exterior Lath/Drywall 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 34 Rough Electric 13 Shear Panels/HD's 21 Underground/Under Floor 22 Sewer/Water Service 13 Shear Panels/HD's 22 Sewer/Water Service 14 Frame/Steel/Boltmg/Welding 1 5 Roof/Reroof Act AP AP AP AP AP AP AP AP NR AP AP AP PA NR PA AP Insp PD PD RC RC RC RC RC RC RC JC JC JC JC JC JC JC Comments STILL NEED GAS TEST OK TO INSULATE NOT READY FOR COMBO INSP PLAN CHANGE NOTE ON PLAN OK TO COVER DECK NAILING City of Carlsbad Bldg Inspection Request For 07/01/2002 Permit# CB013639 Title VINE - SINGLE FAMILY RESIDENCE Description SFD 3252 SF, GARAGE 894 SF Inspector Assignment PD Type RESDNTL Sub Type SFD Job Address 241 DATEAV Suite Lot 0 Location OWNER VINE JIM Owner Remarks Phone Inspector Total Time CD Description 23 Gas/Test/Repairs Associated PCRs/CVs Requested By NA Entered By KAREN Act Comments Inspection History Date Description Act Insp 06/26/2002 23 Gas/Test/Repairs AP PD 05/20/2002 17 Interior Lath/Drywall AP RC 05/20/2002 18 Exterior Lath/Drywall AP RC 05/10/2002 14 Frame/Steel/Bolting/Welding AP RC 05/10/2002 24 Rough/Topout AP RC 05/10/2002 34 Rough Electric AP RC 05/10/2002 44 Rough/Ducts/Dampers AP RC 05/09/2002 34 Rough Electric NR RC 04/22/2002 13 Shear Panels/HD's AP JC 04/12/2002 21 Underground/Under Floor AP JC 04/12/2002 22 Sewer/Water Service AP JC 04/10/2002 13 Shear Panels/HD's PA JC 04/10/2002 22 Sewer/Water Service NR JC 04/09/2002 14 Frame/Steel/Bolting/Welding PA JC 04/09/2002 15 Roof/Reroof AP JC 04/09/2002 24 Rough/Topout WC JC 04/03/2002 15 Roof/Reroof PA JC 02/25/2002 21 Underground/Under Floor AP JC 02/25/2002 21 Underground/Under Floor AP JC 02/25/2002 24 Rough/Topout WC JC 02/25/2002 24 Rough/Topout WC JC Comments STILL NEED GAS TEST OK TO INSULATE NOT READY FOR COMBO INSP PLAN CHANGE NOTE ON PLAN OK TO COVER DECK NAILING TRUSSES NOT STAMPED City of Carlsbad Bldg Inspection Request For 06/26/2002 Permit# CB013639 Title VINE - SINGLE FAMILY RESIDENCE Description SFD 3252 SF, GARAGE 894 SF Type RESDNTL Sub Type SFD 241 DATEAV Inspector Assignment RGB Job Address Suite Location OWNER VINE JIM Owner Remarks Lot Phone Inspector Total Time Requested By JIM Entered By CHRISTINE CD Description 23 Gas/Test/Repairs Act Comments Associated PCRs Inspection Historv Date 05/20/2002 05/20/2002 05/10/2002 05/10/2002 05/10/2002 05/10/2002 05/09/2002 04/22/2002 04/12/2002 04/12/2002 04/10/2002 04/10/2002 04/09/2002 04/09/2002 04/09/2002 04/03/2002 02/25/2002 02/25/2002 02/25/2002 02/25/2002 Description 17 18 14 24 34 44 34 13 21 22 13 22 14 15 24 15 21 21 24 24 Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldmg Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Electric Shear Panels/HD's Underground/Under Floor Sewer/Water Service Shear Panels/HD's Sewer/Water Service Frame/Steel/Bolting/Weldmg Roof/Reroof Rough/Topout Roof/Reroof Underground/Under Floor Underground/Under Floor Rough/Topout Rough/Topout Act AP AP AP AP AP AP NR AP AP AP PA NR PA AP we PA AP AP we we Insp RC RC RC RC RC RC RC JC JC JC JC JC JC JC JC JC JC JC JC JC Comments STILL NEED GAS TEST OK TO INSULATE NOT READY FOR COMBO INSP PLAN CHANGE NOTE ON PLAN OK TO COVER DECK NAILING TRUSSES NOT STAMPED City of Carlsbad Bldg Inspection Request For 02/28/2002 Permit# CB013639 Title VINE - SINGLE FAMILY RESIDENCE Description SFD 3252 SF, GARAGE 894 SF Inspector Assignment JC Type RESDNTL Sub Type SFD Job Address 241 DATE AV Suite Lot 0 Location APPLICANT WORTHING INC, B A Owner Remarks LATE PM PLEASE Phone 7603900914 spector Total Time CD Description 11 Ftg/Foundation/Piers 12 Steel/Bond Beam Requested By JIM Entered By CHRISTINE Act Comments Associated PCRs Inspection History Date Description Act Insp Comments 02/25/2002 21 Underground/Under Floor AP JC 02/25/2002 21 Underground/Under Floor AP JC 02/25/2002 24 Rough/Topout WC JC 02/25/2002 24 Rough/Topout WC JC BUCCOLA ENGINEERING, Inc. February 26, 2002 62-4 Mr J Paul York City of Carlsbad, Building Department 1635 Faraday Avenue Carlsbad, CA 92009 Subject: Certification of Foundation Forms Coastal Development Permit 01-25 Parcel 1, P.M. No. 17155 241 Date Avenue Property owner: James E. and Lii Vine Dear Mr York, Please be advised that on February 25, 2002, Buccola Engineering Inc completed a field inspection of the foundation forms for the home being built at the subject project and found them to be set in substantial conformance with the setback dimensions shown on the Site Plan prepared for Coastal Development Permit 01-25 Sincerely, Philip D Buccola Registration expires on 3-31-02 Cc James Vine F /145 Concordia Homes/2 Colma Roble_Staking/docsBldgFormCert doc 3142 Vista Way, Suite 301 a Oceanside, California 92056 a 760/721-2000 a FAX 760/721-2046 GEOCON INCORPORATED GEOTECHNCAl CONSULTANTS 696O FLANDERS DRIVE • SAN DIKiQ, CAUFOftNlA 9212) 2974 • TEL (8581 558-69OO • FAX (858! 558-6159 FOUNDATION OBSERVATION REPORT PROJECT NAME LOCATION DATE FOUNDATION LOCATION (if not «nrire biding) _.rffis PLAN FILE HO FOUNDATION TYPE D CONVENTIONAL a POST TENSONK) PERMIT NOS D ADDITIONAL OBSERVATION REQUIRED ^^SUBSTANTIAL CONFORMANCE -^ • PURPOSE OF OBSERVATION 2^Venfy soil conditions exposed are similar to those anticipated D Verify footing excavations extend to minimum depth recommended in soil report D Venfy foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soi' report H' Verify footings hat/e been extended to an appropriate bearing strata D Other APPLICABLE SOIL TITLE "DATE n/J/97 • SOIL REPORT RECOMMENDATIONS BASED ON Q Expansion Condition .O VERY Q=Fill Beomctry ._._ D Otner . n LOV</a MEDIUM a HIGH D VERY HIGH « MINIMUM FOUNDATION RECOMMENDATIONS G Footing Depth D 12 Inches D 18 Inches Q 24 Inches OTHER Footing Reinforcement D No 4 T&B G 2-No 4 T&B Q 2-No 5 T»B D Post-Tensioned OTHER ........... _ Interior Slab Reinforcement D 6x6^10/10 D 6x6-6/6 D No 3@24lnches D No 3@l8lnches D Post-Tensioned Slab Bedding Material and Thickness _ - Vapor Barrier _____ Foundation Width ---- --- -- ,_ • OBSERVATIONS D Substantial conformance with Soil Reports (see "Purpose of Observation JSubstantial^conforjjjance with /qundation ^-^ COMMENTS •^ . i ^ ^ i|ll sort t> IS ASSUMtB THAT ALL fOOTWS EXCAV&riONI WLL M O.EAM5D OrTcC« MMWIAl MHCHW PlACIHG CONCrth ANO THAI TMB SOIL MOSTLI* OXTEMT WRl RELD COPIES TO (L5 6 tO 8 '6SL9 8S9 898 GEOCON REP«ESEr*TATlV6 'ONI \0003C GBOCON INCORPORATED GEOTECHNEAl 696O FLANDERS DRIVE • SAN DIEGO, CAUFORNIA 92121-2974 • TEL (858) 558-69OO • FAX (858) FOUNDATION OBSBWATKDN REPORT PROJECT NAME LOCATION FOUNDATION LOCATION (if not «nhr« buildmq) PROJECT NO DATE PLAN RLE NO FOUNDATION TYPE- D CONVENTIONAL D PERMIT NOS D ADDITIONAL OBSERVATION REQUIRED SUBSTANTIAL CONFORMANCE • PURPOSE OF OBSERVATION JSCVerify soil conditions exposed are similar to those anticipated D Verify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report SvVerify footings have been extended to an appropriate bearing strata D Other _ ^^ a ' _ /".ft • APPLICABLE SOIL REPORT. TITLE ' "~^* DATE: » SOIL REPORT RECOMMENDATIONS BASED ON D Expansion Condition D VERY LOW QC-Fill Geometry D Other D LOW D MEDIUM D HIGH O VERY HIGH MIMMUM FOUNDATION RECOMMENDATIONS: D Footing Depth D 12 Inches D 18 Inches D 24 Inches OTHER , Footing Reinforcement D No 4 T&B D 2-No 4 T&B D 2-No 5 T&B D Post-Tensioned OTHER • . Interior Slab Reinforcement D 6x6-10/10 D 6x6-6/6 D No 3®24lnches D No 3@18lnches D Post-*wisioned Slab Bedding Material and Thickness Vapor Barrier : Foundation Width • ~-. OBSERVATIONS: D Substantial conformance with Soil Reports (see "Purpose of Observation") ^Substantial conformance with Foundation Plans Identify rfl-2-3j ***"% NOTE IT IS ASSUMED THAT AU FOOTNG EXCAVATIONS WM BE O£ANED OF MATERIAL PRIOR TO PIAONG CONCRETE AND THAT THE SOL MOBTURE COMTENT WU. K NUMTAWED O yMeA^'X C<.' V. .sj'„ -^ REID COPIES TO ^ GEOCON REPRESENTATIVE EsGil Corporation In Partners/Lip with government for QuiGfuy Safety DATE 1/23/O2 a_AEaLICANT JURISDICTION Carlsbad a-f»tAtt-REVlEWER G FILE PLAN CHECK NO 01-3639 SET II PROJECT ADDRESS 241 Date Ave. PROJECT NAME Vine Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck [~| 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 IXI Esgil Corporation staff did not advise the applicant that the plan check has been completed [""I 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 1 REMARKS By David Yao Enclosures Esgil Corporation D GA D MB D EJ D PC 1/15 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with government for Quitting Safety DATE 12/10/O1 a APRLJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-3639 SET I PROJECT ADDRESS 241 Date Ave. PROJECT NAME Vine Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person 1X1 The applicant's copy of the check list has been sent to B A Worthing, Inc PO Box 1041, Carlsbad, CA 92108 Esgil Corporation staff did not advise the applicant that the plan check has been completed X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted B A Worthing Telephone # (760)729-0784 Date contacted /2-ln /O' (by £**) Fax # Cl^o) 72.^ -O7S1-/ Mail ""telephone Fax-"-"" In Person 1 REMARKS By David Yao Enclosures Esgil Corporation D GA D MB D EJ D PC 11/27 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O1-3639 12/10/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO O1-3639 JURISDICTION Carlsbad PROJECT ADDRESS 241 Date Ave. FLOOR AREA Living 3252 sf Garage 894 sf balcony 601 sf REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 12/10/01 STORIES 2 HEIGHT DATE PLANS RECEIVED BY ESGIL CORPORATION 11/27 PLAN REVIEWER David Yao FOREWORD (PLEASE READ)- This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed UP the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked UP list when vou submit the revised plans. Carlsbad 01-3639 12/10/O1 . PLANS Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 2 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) 3 On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc ) Additionally, provide the following note on the plans, per Sec 106 3 4 2 "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official" • GENERAL RESIDENTIAL REQUIREMENTS 4 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface (window C at great room next to doors, window C at master bedroom) Carlsbad O1-3639 12/10/01 • EXITS, STAIRWAYS, AND RAILINGS 5 Guardrails (Section 509 1) a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B 6 Handrails (Section 1003 336) a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail c) Except for private stairways, at least one rail shall extend 12" beyond top and bottom risers d) Ends of handrails shall be returned or shall have rounded terminations or bends 7 Provide details of winding stairway complying with Section 1003 3382 a) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest b) Maximum rise is 8 inches c) Minimum width is 36 inches • GARAGE AND CARPORTS 8 Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling Section 302 4 • FOUNDATION REQUIREMENTS 9 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans Section 1629 4 2 10 Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 This does not apply to detached, single- story dwellings Section 1804 5 11 Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value Section 106 3 3 12 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Carlsbad 01-3639 12/10/01 Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report " 1 3 Note on plans that surface water will dram away from building and show drainage pattern Section 1804 7 14 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 18066 1 a) Plate washers (minimum size of 2" x 2" x 3/1 6") shall be used on each anchor bolt • FRAMING 1 5 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans 16 Per UBC Section 2321 4, provide the following note on the plans if trusses are used "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord a) Identity of the company manufacturing the truss b) The design load c) The spacing of the trusses " 1 7 Specify nail size and spacing for all shear walls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios Sections 2315 and 2513 18 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G 19 In Seismic Zones 3 and 4, where allowable shear values exceed 350 plf in wood structural panel shear walls, foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a single 3" nominal member In shear walls where the total wall design shear does not exceed 600 plf, a single 2" nominal sill plate may be used, provided the anchor bolts are designed for a load capacity of 50% or less of the allowable capacity Plywood joint and sill plate nailing shall be staggered in all cases Table 23-II-I- 1 , footnote 3 (shear wall type 10. 20 Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30" Access must be provided to each separated attic area, shall be located in a hallway or other Carlsbad 01-3639 12/10/O1 readily accessible location and 30" headroom clearance is required above the opening Section 1505 1 • MECHANICAL (UNIFORM MECHANICAL CODE) 21 Provide dryer vent to outside The maximum length is 14 feet with two 90-degree elbows UMC, Section 504 3 2 • PLUMBING (UNIFORM PLUMBING CODE) 22 In the garage, provide an adequate barrier to protect water heater from vehicle damage An 18" platform for the water heater does not satisfy this requirement UPC, Section 5103 23 Show T and P valve on water heater and show route of discharge line to exterior UPC, Section 608 5 24 In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank) UPC, Section 510 5 • ENERGY CONSERVATION 25 Detail or note on the plans "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space Drop ceilings, wall cavities and equipment platforms may not be used as plenums" 26 Note on the plans "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations " • MISCELLANEOUS 27 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 28 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a Carlsbad 01-3639 12/1O/O1 29 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 David Yao at Esgil Corporation Thank you CITY OF CARLSBAD SUPPLEMENT 1 New residential units must be pre-plumbed for future solar water heating Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No 8093) 2 Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof (City Ordinance No 8093) 3 All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy) Carlsbad O1-3639 12/1O/O1 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY David Yao BUILDING ADDRESS 241 Date Ave. BUILDING OCCUPANCY R-3/U-1 PLAN CHECK NO 01-3639 DATE 12/10/01 TYPE OF CONSTRUCTION V-N BUILDING PORTION living garage balcony Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 3252 894 601 cb RlHn Pprmif Fee hv OrHinanro ! ^ Valuation Multiplier By Ordinance Reg Mod per city VALUE ($) 301,128 301,128 $1,168.72 Plan Check Fee by Ordinance Type of Review O Repetitive Fee Repeats Complete Review D Other i—| Hourly Structural Only Hour* Esgil Plan Review Fee $759.67 $654 48 Comments Sheet 1 of 1 macvalue doc City of Carlsbad DATE BUILDING ADDRESS Public Works BUILDING PLANCHECK CHECKLIST PLANCHECK NO 'SM\ Engineering PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see^-tha attached report of deficiencies marked witl([ D M^ke necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT. Date. X2 D D D D D ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name TANIYAWADE City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 CA 92008-7314 - (760) 602-2720 • FAX (769^60J2-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN fj 1 Provide a fully dimensioned site plan drawn to scale Show yr North Arrow p? Existing & Proposed Structures ^ Existing Street Improvements .^Property Lines c&xEasements :ight-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service 2 Show on site plan Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 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 address ssessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION H \WORD\DOCS\CHKLST\BuUding Plancheck Cklst Forni (Generic) doc Rev 7/14/00 BUILDING PLANCHECK CHECKLIST D DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No 4b All conditions are in compliance Date D DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Vz" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date n n D IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the H \WORD\DOCS\CHKLST\BuikJing Plancheck CMst Form (RIDDLE HARVEY 7 12-00) doc ST BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future 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 CH CD C] 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D EH 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by _ Date D D D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORDvDOCS\CHKLST\Bullding Plancheck Cklst Form (Generic 7 14-00) doc BUILDING PLANCHECK CHECKLIST ?ND gRD ~^\ Q 7d No Grading Permit required Q Q] Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for ODD9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date D 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first Q 11 Or Required fees are attached Q No fees required WATER METER REVIEW D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service H \WORCftDOCS\CHKLST\BuikJin8 Plancheck CMst Form (Generic) doc 1ST iND jRD D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H \WORD\DOCS\CHKLST\8uiUing Plancheck Cktst Form (Genetic) doc BUILDING PLANCHECK CHECKLIST ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future EH D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments: H \WORD\DOCS\CHKLST\BiMng Plancheck CWst Form (Generic) doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on building plancheck plan submittal Address Bldg Permit No eft a/~: Prepared by Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use S'p^X Sq Ft/Units 1 Types of Use Sq Ft/Units APT CALCULATIONS List types and square footages for all uses Types of Use £?/-T\ Sq Ft /Units ( Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) -B-1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS TRAFFIC IMPACT FEE ADT's/UNITS X FEE/ADT =$. EW4O -B~3 BRIDGE AND THOROUGHFARE FEE ADTs/UNITS -BT FACILITIES MANAGEMENT FEE UNIT/SO FT Q/l5 SEWER FEE EDU's 1 BENEFIT AREA — EDU's -~ -0- 6. SEWER LATERAL ($2,500) ty 1 DRAINAGE FEES PLDA fi ACRES c (3L (DIST #1 DIST #2 X FEE/ADT ZONE X FEE/SOFT /UNIT X FEE/EDU Cr&li X FEE/EDU HIGH /LOW £ X FEE/AC v<?7?-c^5~ DIST #3 ) =$ =$ ^ =$&&! tf =$ - — =$ —.- — —7^/<~=$ -f-l T? POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F \FEE CALCUUTION WORKSHEET doc 1of2 Rev 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9 RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES* $ *NOTE This calculation sheet is NOT a complete list of all fees which may be due Dedications and Improvements may also be required with Building Permits 2 of 2 F \FEECALCULATION WORKSHEET doc Rev 7/14/DO PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB #/-J6St Planner Paul Godwin APN Address Phone 760-602-4625 Type of Project & Use Zoning rt~aL General Plan Net Project Density _ Facilities Management Zone DU/AC CFD (in/out) # Circle One Date of participation Remaining net dev acres (For non-residential development Type of land used created by this permit ) Legend. y\ Item Complete | | Item Incomplete - Needs your action Environmental Review Required. YES NO A TYPE DATE OF COMPLETION Compliance with conditions of approval9 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO _ PROJECT NO YES X NO TYPE£OP 01-3.5 DATE OTHER RELATED CASES Compliance with conditions or approval9 If not, state conditions which require action Conditions of Approval I I Coastal Zone Assessment/Compliance Project site located in Coastal Zone9 YES X NO CA Coastal Commission Authority9 YES NO X If California Coastal Commission Authority Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego CA 92108-4402, (619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed9 YES_ NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed H \ADMIN\COUNTER\BldgPlnchkRevChklst ( [ \ NO Inclusionary Housing Fee required YES y NO (Effective date of Inclusionary Housing Ordinance May 21 1993) (^ Data Entry Completed'? YES (A/P/Ds Activity Maintenance enter CB#, toolbar, Screens Housing Fees Construct Housing Y/N Enter Fee UPDATE1) Site Plan 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines 2 Provide legal description of property and assessor's parcel number n Zoning 1 Setbacks Front Interior Side Street Side Rear Required Required Required Required 773 Shown. Shown Shown Shown EH CH 2 Accessory structure setbacks Front Interior Side Street Side Rear Requirj Jired Required Required Structure^eparation Required O O 3 Lot Coverage G D 4 Height Required Required I | 5 Parking Spaces Required Guest Spaces Required. I I Additional Comments__^ Shown _ Shown. Shown _ Shown _ Shown _ Shown _ Shown _ Shown Shown. 9 OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER. H \ADMIN\COUNTER\BldgPlnchkRevChklst ( V DATE /f "X.A«-0 4M& 2!_ warn (t9jd6/4r*X Drovida the foilowlna not« on th» olans if trusses are fs {M mi •ft II s 1! !ii I -II;{ iii'' mfi I ai 4 ;i iPillmm1|1' y j PK •I f| i IU; r I:?? * ! J »} iin! 11«u [» £ II 3-JM-Ot P!AC5 5I •as M fj BBS oeitf -J "*" || Si **>" r ii « I A ca *° 33S 35 -H S VTl "-fl " iv \' a - « «•» t* ^1 iH ™ y) u ui : 1! 85 ?? -JM -•>r« a \s TC 300T ON ,-JtU BA WORTHING, inc. COMMERCIAL RESIDENTIAL CONTRACTORS POST OFFICE BOX 1041 CARLSBAD CALIFORNIA 92018 Lie #398764 I (619)729-3965 April 10, 2002 John Mildbrandt Building Department City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 Re 241 Date Avenue. Carlsbad, CA 92008 Dear John, Please make the necessary changes in your records concerning the above- mentioned address We have not been retained as General Contractor or in any other capacity Regards, , PresBrt! BA Worthmc TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA 92025 Tel.; (760) 746-5112, Fax: (760) 741-0480 STRUCTURAL CALCULATIONS PROJECT: VINE RESIDENCE 124 DATE AVENUE CARLSBAD. CALIFORNIA DATE: November 19.2001 PROJECT NO.: 01-71 TH&A, INC. Engineering and Co^« Consultant* 125 W«*t MlMton Avc Suit* 201 E»condJdo, CA. 92025 JOB.th/» SHEET NO.OF- CALCULATED 8Y_ CHECKED BY SCALE DATE. g£T UJftll ^f*cuo > lo yAs 5^4 * -2 o\ l 3^5 '' '> >*jW<£U 2<S '-.-^ PL Tplt 10.J-5"1 i2'<? l5Ci'^.(?i T>i *#?¥&"ttnlMMJ&jffi) Ti: flCKA/W0ti7*«£>4 °lA^bl ^ 2 r LL Tt 'OK i \ -: Notes . Structural calculations are for the analysis or design of primary structural systems and elements Other connections and attachments of non-structural elements, or » I systems are the responsibilities of the architectural designer unless they are shown 'otherwise by the Engineer . This calculations and specifications are for this address only Any other use is not allowed and Engineer shall not be responsible for the unauthorized use . Architectural designer is responsible for all applicable sketching details on plans which should represent required framing conditions, details needed for construction purposes TH&A, INC. Engineering and Cod* Consultant* 125 W«*t Mission Av« Suite 201 Escondldo, CA. 92025 SHEET NO CALCULATED BV_ CHECKED BY SCALE OF DATE. DATE. vwp^,i*HiHi/H^W ! I; t*? ft?tffcfffi, -N LJ' ; i! i i i -il'i. of u ppf 2,* 1^00(^1 x l'pX.I-0^ 0x1-02; f *ce^ AMP/OR. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA. 92025 JOB. SHEET NO . 4 f1 1 CALCULATED BY_ CHECKED BY SCALE. OF DATE. DATE. vvy® P«OOUCI;O<-I iSMisimmaos i ipmmii /S^^.nc sn»«toou;i TOom> now TOIL FREE i«o-22S«n TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA. 92025 JOB.241 SHEET NO . CALCULATED BY_ CHECKED BY _ OF DATE. DATE. SCALE =BOOUCI !0< I lSnj« SIWB) 2« IIPW1MI IN***!* IX Mm Ita 01471 To On» PHONE TOU FREE I-M0.225-SMO Miuoliam L\ 1. & Farallam PSL Design Properties Design values shown are for 100% load duration 13A ' 1 8E WS MICROLLANT LVL 1 8E WS MICROLLAM LVL ALLOWABLE DESIGN STRESSES GENERAL NOTES Lateral support of beam compression edge is required at intervals of 24" o c or closer See NER 126 for additional design information Shear modulus of elasticity G Modulus of elasticity E Fiexurai stress FD Compression perpendicular to gram parallel to glue line Fc^ Compression parallel to gram FC|| Horizontal shear perpendicular to glue line Fv 112 500 psi i 8x 10* psi 2600 ps> 750 psi; 2460 psi 285 (1) For 12 inch depth For others multiply by (2) Fcl shall not be increased for duration ol load m 0 136 1% ' 2 OE WS PARALLAM* PSL 2"/ie" 2 OE WS PARALLAM* PSL Moment (ft. IbftK4 8hMf(lb»> Mom«nto<lrwtli(liy) W»lght (lb«7lln ft) 6530 3215 125 9950 13580 17475 21 830 4020 245 4735 400 52 65 77 88 98 5415 595 6090 850 6170 375 100 7275 615 118 8315 915 134 9350 1305 15 1 3% 2 OE WS PARALLAM* PSL 51/4" 2 OE WS PARALLAM* PSL Moment (ft ID*.) $hMf(lb«) Moment of Inertia (In*) 13055 19900 27160 34 955 43665 6430 250 104 8035 490 130 9475 800 153 10825 1 195 175 12180 1 700 197 12055 735 195 14210 1200 230 16240 1 790 263 18270 2550 295 7 2 OE WS PARALLAM* PSL DESIGN PROPER^ |ib£ Moment (ft. 2 OE WS PARALLAM* PSL ALLOWABLE DESIGN STRESSES Moment of IfMtrtH (ln<), 26115 39805 54325 69905 87325 12,855 500 208 16070 975 260 18945 1 600 306 21 655 2390 350 24360 3400 394 GENERAL NOTES Lateral support of beam compression edge is required at intervals ol 24 o c or closer See NEFI 292 lor additional design information Shear modulus of elasticity Modulus of elasticity Fiexurai stress Compression perpendicular to gram parallel to wide face of strands Compression parallel to grain Horizontal shear perpendicular to wide face of strands G E F c_ Fc|| i25000ps; 2 0 x 1 0- psi 2900 PS1 650 psi 2900 ps> 290 psi WS indicates Western Species Western Species may include Douglas fir, lodgepole pine, western hemlock or white fir (1) For 12 inch depth For others multiply by j (2) Fcl shall not be increased lor duration of load Microllam LVL & Parallam* PSL - Allowable Holes 2 x Diameter ol lie largest hoi* (minimum) GENERAL NOTES The Allowed Mole Zone m this chart is suitable lor uniformly loaded beams using •-aximum loads lor any tables listed in this guide For other load conditions or hole configurations please contact your Trus Joist MacMillan Representative 2 • more than one hole is to be cut in beam the length of the uncut beam between notes must be a minimum of twice the diameter of the largest hole 3 Rectangular holes are not allowed - Holes m cantilevers require additional analysis DO NOT cut notch or drill holes in Parallam PSL except as indicated in chart and illustration ROUND HOLE CHART Page 26 3 W 2.0E ES or WS Paraliam® PSL Allowable Load (For 1%", 211/ie", 51/4" and 7" beams, see multiplier below) Table 4: Floor — (plf) 10 627 930 2545'* 12 372 548 402 592 651 964 758 1093 1198 1722 1738 2010 '- 14 238 347 257 376 420 617 490 722 781 1093 1132 1409 1S61 „* 1660- 16 161 232 174 251 285 416 334 488 535 788 781 1075 1084 1345 18 114 161 123 175 203 292 237 343 382 558'560 822 781 1058 20 84 115 90 125 149 211 174 249 282 407 414 604 580 850 22 63 84 68 92 112 156 132 185 213 305 315 455 442 643 24 49 63 53 69 87 118 102 140 166 233 244 349 344 496 26 38 47 42 52 69 91 81 108 131 181 194 273 273 390 28 •31 36 33 40 55 70 65 84 105 143 156 216 220 310 30 25 27 27 30 45 55 53 86 113 127 173 180 250 Table 5: Roof—(plf) On«-3'A x»V.One x9V4 On«-3V4 x11V<*Om-W x 11W Oiw-3%" x 14'Ont-3W x 18"On* 3% x 18 TOTAL LOAD SPAN (Ft) DEFL TOTAL LOAD DEFL TOTAL LOAD DEFL TOTAL LOAD DEFL TOTAL LOAD DEFL TOTAL LOAD OEFL TOTAL LOAD OEFL Snow 115% 2406 1692 10 1132 12 734 14 466 Non- Snow 125%L/240 Snow 115% 2616 2488 1840 1754 1746 1231 940 1191 734 558 793 466 357 504 Non Snow 125%L/240 Snow 115% 2706 3100' 1899 1887 21.43 1295 1014 1636' 793 603 1136 504 386 827 Non- Snow 125% Non- Snow I Snow 1236 827 977 I 1259 629 921 1369 967 1137H 735 Snow 115% 1260 Non Snow 125% 1370 L/240 Snow 115%. Non- Snow 125%L/240 Snow 115% 6200msmi3982 2929 2315 1171 1623 1766 1889 1912 Non Snow 125%L/240 .3186 2518 2080 16 312 312 242 338 338 262 558 558 428 1554 654 501 961 1046 803 1239 1348 1171 1550 1666 1626 18 218 218 171 236 236 185 393 393 304 461 461 356 749 749 573 975 1061 840 1220 1328 1171 20 157 157 125 170 170 136 285 285 223 336 336 262 548 548 423 786 811 621 985 1072 870 22 116 116 95 126 126 102 213 213 169 251 251 198 412 412 320 612 612 472 810 864 663 24 87 87 73 95 95 79 162 162 130 191 191 153 316 316 248 471 471 367 668 668 516 26 67,67 58 73 73 62 125 125 103 148 148 121 246 246 196 370 370 290 586 526 409 28 51 51 46 56 56 50 98 98 83 116 116 97 195 195 158 294 294 234 420 420 330 30 40 40 38 44 44 41 77 77 67 92 92 79 156 156 129 237 237 191 340 340 270 GENERAL NOTES 1 Values shown are the maximum uniform loads in pounds per lineal foot (plf), that can be applied to the beam in addition to its own weight 2 Tables are based on uniform loads and the most restrictive of simple or continuous span Shaded areas represent load conditions con trolled by a continuous span condition 3 Tables can be used for 1%" 2"/i6 3% 5Vt or 7'width beams Use the following multipliers to calculate the allowable load for each width 1%" width beam'" 2'Vts width beam 3W width beam <•> 5W width beam 7 width beam (a) Use values in table x 0 50 Use values in table x 0 77 Use values in table Use values in table x 1 50 Use values in table x 2 00 Tables are for one 3V4" beam When properly fastened together, double the values for two 3V4" beams When top loaded, fasten together per L6 on page 18 When side loaded see page 24 for connection of multiple pieces (b) 1% x 16" and 1%' x 18' beams are to be used in multiple member units only Parallam* PSL beams are made without camber therefore in addi tion to complying with the deflection limits of the applicable model code other deflection considerations such as ponding (positive drain age is essential) and aesthetics shall be evaluated 5 Lateral support of beam compression edge is required at intervals of 24" o c or closer 6, Lateral support of beams is required at bearing points 7 Bearing area to be calculated for specific application, see table on page 24 Floor Beam Sizing • To size a beam for use in a floor it is necessary to check both live load and total load Make sure the selected beam will work in both columns When no live load is shown total load will control Total load column limits deflection to L/240 Live load column is based on deflection of L/360 Check model code for other deflection criteria • For live load deflection limits of L/240 and L/480 multiply loads shown in live load column by 1 5 and 0 75 respectively The resulting live load shall not exceed the total load shown Roof Beam Sizing • Total load column limits deflection to L/180 For sttffer deflection cnte ria check L/240 column at total load Check model code for other deflection criteria • Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable model code Page 54 of 56 Report No NER 119 TH&A, INC. BngfaMOTtag and Cod* Consultant* 125 WMt MMleB Av« Suite 201 EMondido, CA. 92025 JOB. SHEET NO. CALCULATED BY_ CHECKED BY mfiia r-x OF. DATE. DATE. 1-3- -2001 ftiaE. RMrnrAhh P.LW .~ rip t HOW TO USE THESE TABLES 1 Determine the total load and live load on the joist in pounds per lineal foot (plf) 2 Locate under JOIST CLEAR SPAN a span that meets or exceeds the required joist span 3 Scan to the right until you find a cell where both the maximum TOTAL LOAD value and the maximum LIVE LOAD value meet or exceed the required loads In cells where LIVE LOAD n not luted TOTAL LOAD will control 4 The series and depth of the appropriate TJI* joist is shown at the top of the column in which the cell is located JOIST CLEAR SPAN 6' uvt$ LOAD' L/480 322 264 8'229 243 243 244 186 186 199 199 10'128 195 195 195 112 149 149 160 160 j_160 12'78 139 130 163 163 87 124 124 99 133 i 133 14'101 86 137 125 140 57 107 95 107 65 114 108 1 14 16'34 69 59 105 87 123 39 78 65 93 44 89 75 100 18'24 42 83 62 102 28 56 47 83 32 64 54 89 20'18 36 31 63 46 83 20 41 35 70 23 47 40 80 22'27 23 47 35 69 31 26 53 18 36 30 61 24'21 18 37 28 55 24 20 41 28 23 47 26'29 22 44 19 33 22 18 37 28'23 35 26 30 30'19 29 21 25 JOIST CLEAR SPAN 6' LIVE LOAD L/480 VJW TOTAL LOAD 264 264 436 TOTAL LOAD 436 8'199 199 227 227 227 329 329 329 10'160 160 182 182 182 264 264 264 20"12'133 133 152 152 152 220 220 14'114 114 129 131 131 131 185 189 189 16'100 100 90 114 114 114 131 166 166 18' 20' 78 89-89 65 102 94 102 102 95 147 136 147 58 80 79 80 48 92 70 92 92 71 133 102 133 M/ 22'44 73 60 73 37 74 54 83 73 83 55 110 79 121 105 24'35 67 47 67 29 58 57 76 43 86 62 111 83 i : O/26'27 55 37 62 23 46 33 67 45 70 34 68 49 99 66 28'22 44 30 57 18 37 27 54 37 65 27 55 40 80 30'18 36 25 50 30 22 44 30 61 22 45 33 I 66 44 32'25 18 37 25 50 18 37 27 55 34'21 31 21 42 31 23 46 31 6: 36'18 26 18 36 26 19 39 2t GENERAL NOTES Tables are based on • Uniformly loaded joists • Values shown assume no composite action provided by sheathing • Most restrictive of simple or multiple span • TOTAL LOAD limits joist deflection to L/240 • LIVE LOAD is based on joist deflection of L/480 • If hve load deflection limit of L/360 n desired multiply value m LIVE LOAD column by 1 33 The resulting live load shall not exceed the TOTAL LOAD shown WEB STIFFENER REQUIREMENTS • Required if the sides of the hanger do not laterally support the Til ion: top flange Page 4 of 4 /• Report No NER 119 Table 2 — PROPERTIES FOR TJI JOISTS3 BASIC PROPERTIES Joist Depth (in) Joist Wt7 (P«) Resist Moment (ft -Ibs ) Vert Shear (Ibs) Elx 106 (in2-lbs)K REACTION PROPERTIES4 5 6 End Reaction (Ibs ) 1-3/4" Bearing Length Web Stiffeners1 NO YES 3-1/2" Bearing Length Web Stiffeners1 NO YES Nails Req'd Intermediate Reaction (Ibs ) 3-1/2" Beanng Length Web Stiffeners1 NO YES 5 1/4" Bearing Length Web Stiffeners' NO YES Nails Reqd TJI/Pro 150 9-1/2 11 7/8 20 23 2730 3620 1120 1420 160 276 45 45 945 945 NA NA 1120 1420 NA NA NA NA 1895 1895 NA NA 2440 2440 NA NA NA NA TJI/Pro 250 9-1/2 11-7/8 >14 16 22 25 28 30 3210 1120 1970 185 319 474 653 45 45 45 45 1015 1015 1015 1015 NA 1120 1120 1120 1120 1420 1560 1560 NA 1420 1710 1915 NA 3-8d 3-8d 3-8d 2030 2030 2030 2030 NA 2385 2385 2385 2575 2575 2575 2575 NA 2930 2930 2930 NA 38d 38d 3-8d TJI/Pro 350 9 1/2 11-7/8 B» 14 16 27 30 32 35 3745 ((jrtsip 1120 1420 3710; 1§70 231 395 584 801 45 45 45 45 1120 1160 1160 1160 NA 1420 1505 1505 1120 1420 1615 1615 NA 1420 1710 1970 NA 3-8d 3-8d 3-8d 2320 2320 2320 2320 NA 2680 2680 2680 2870 2870 2870 2870 NA 3225 3225 3225 NA 3-8d 38d 38d TJI/Pro 550 11-7/8 U 16 42 45 47 7675 9420 11065 1925 2125 2330 593 874 1192 53 53 53 1400 1400 1400 1875 1875 1875 1885 1885 1885 1925 2125 2330 3-1 6d 3-1 6d 3-1 6d 3355 3355 3355 3830 3830 3830 3970 3970 3970 4445 4445 4445 3 16d 3-16d 3 16d TJI/Pro 120TS 9-1/2 11-7/8 14 24 27 29 2570 3430 4205 1120 1420 1710 141 246 368 4.5 45 45 1120 1120 1120 NA 1120 1120 1120 1420 1615 NA 1420 1710 NA 3-8d 3-8d 2480 2480 2480 NA 2480 2480 2900 3475 3475 NA 3600 3600 NA 38d 38d Footnotes to Table 2 1 Refer to the document titled, Code Evaluated Residential Products, dated May 2000, for web stiffener details 2 Uniform load deflection is calculated as detailed in the document titled, Code Evaluated Residential Products dated May 2000 3 The stated allowable design properties are for loads of normal duration Adjustments to the allowable design values shall be in accordance with the applicable code 4 Interpolation between bearing lengths and joist depths is permitted for allowable design reactions 5 The minimum beanng length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener 6 Allowable bearing lengths have been determined based on Trus Joist Products Allowable bearing on supporting members shall be checked 7 Joist weights shown are calculated on a rational basis, are based on heavier of eastern or western species products and are suitable for use in dead load calculation Contact the producing plant for shipping weight information if needed 8 1 inch = 25 4 mm, 1 plf = 146 N/m, 1 tt-lb = 1 36 N-m, 1 Ib = 4 4 N, 1 m2-lb = 29 kN-mm2 jdiMMii TH&A, INC. EitatoMrkig mtii Cod* CoftMiltMts 125 WM» MMien Aw Suite 201 EwMMMfldo, CA. 92025 JOB. SHEET NO. CALCULATED «Y. CHECKED BV III! ' MM1«IIIIIIMII OF DATE. DATE. V&**"*" *"**"™ ~ t"'%^'™"™ " wtfws* "w^wr _ » V\K4?t^S>ft)ftVW| r^v •v^' —• ^ / • VLT-' v^ ^^ » N«X X ^ I " •v* ftrW*') *fc#*7+«#A 9'^f 7^l> •*. TH&A, INC. and Coda CoiwuhanU 125 Wtrt MMion Av* Suite 201 i, CA. 92025 ' j^ajuk+JML 7" x 14" 2.&ETarallam® PSLTJ-Beam1* v5«5 8trM Number 700113014 8EAMUSA 1111 11/17/01 11S8SSAM Page 1 (X1 Butt|IOcNla 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED [2] -161- LOADS. Product Diagram is Conceptual Analysis for Beam Member Supporting FLOOR - RES Application Tributary Load Width V Loacte(psf) 0 Live at 100% duration, 0 Dead, 0 Partition, and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs) Floor(100) 1071 2414 6' Adds to Uniform(ptf) Floor(100) 440 475 Oto8' Adds to Unrform(ptf) Floor(1 00) 440 267 8'to 16' Adds to SUPPORTS; 1 2x4 Plate 2 2x4 Plate INPUT BEARING REACTIONS(lbs) WIDTH LENGTH LIVE/DEAD/TOT PLY DEPTH DETAIL OTHER 350" 2992" 3982/4645/8827 1 140" Detail A3 125" LSI Rim 350" 2706" 3982/3996/7978 1 140" Detail A3 125"LSLRim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s) A3 - Bearing length requirement exceeds input at supports) 1,2 Supplemental hardware is required to satisfy bearing requirements DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(to) 8743 7522 18947 Passed(40%) Lt end Span 1 under Floor loading MomentflWb) 39473 39473 54323 Paesed(73%) MID Span 1 under Floor loading Live Defl (in) 0 253 0 522 Passed(L/742) MID Span 1 under Floor loading Total Defl (in) 0553 0783 Passed(L/340) MfD Span 1 under Floor loading - Deflection Criteria STANDARD(LL L/360, TL L/240) - Bradng(Lu) All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software wi be accomplished In accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate - Not aB products are readily available Check with your supplier or TJ technical representative for product availability - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: TH&AJnc Trang Huynh 125 W Mission Ave , Suite 201 Escondido, CA 92025 760-746-5112 760-741-0480 Copyright 0200) by TruaJolat. a WayerhaeuaerBualneaa Parallam* n a registered trademark of Trua Jotat TJ-Pro™ and TJ-Baam™ are trademark* of Trim Joiat TH&A, INC. Eaginaittag and Cod* Conmhanta 126 Wtot Mwion Ai*. Suite 201 EKondido, CA. 92025 JOB.24-/ SHEET NO. CALCULATED BY. CHECKED BY SCALE. OF DATE. DATE. lMMWtfMIM£•?•>*•*•»MKMtt IkOMr TH&A, INC. Engineering and Code ConMihante 125 Wwt Mtoion Aw. Suite 201 w*£*rfy LiniiianiumiLJ fT7!.jA-.fl ... - .!- 4$t*\4 TH&A, INC. EagfaMMring and Cod* Consultants 125 tttet MlMkMt Aw. Suite 201 Eccondido, CA. 92025 ,_£,|WV ^ idfeffi lill.ll^ltfl Ijminil •^l^few^) use- ?!4 sti 4- TJ4»eam~ vS.55 Serial Number 700113014 7" X 14" 2.0E Pafallftfll® PSL BEAMUSA 1111 11/17*1 120309PM Page 1 of 1 BuNd Code 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED [2] -13'- Product Diagram Is Conceptual LOADS Analysis for Beam Member Supporting FLOOR - RES Application Tributary Load Width 1' Loads(psf) 0 Live at 100% duration, 0 Dead, 0 Partition, and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs) Floor(100) 5508 5670 6' Adds to Uniform(plf) Roor(100) 168 165 Oto13' Adds to SUPPORTS: 1 2x4 Plate 2 2x4 Plate INPUT BEARING REACTIONSflbs) WIDTH LENGTH LIVE/DEAD/TOT PLY DEPTH DETAIL OTHER 3 50" 2 822" 4035 / 4331 / 8366 1 14 0" Detail A3 1 25" LSL Rim 350" 2525" 3601/3883/7484 1 140" Detail A3 125" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s) A3 - Bearing length requirement exceeds input at supports) 1,2 Supplemental hardware is required to satisfy bearing requirements DESIGN CONTROLS: MAXIMUM DESIGN CONTROL Shear(te) 8334 7864 18947 MomenKfMb) 42425 42425 54323 LrveDefMta) 0178 0422 Total Deft (in) 0367 0633 CONTROL LOCATION Passed(42%) Lt end Span 1 under Floor loading Pasaed(78H) • MID Span 1 under Floor loading Passed(L/852) MID Span 1 under Floor loading Passed(L/414) i/MID Span 1 under Floor loading \ • Deflection Criteria STANDARD(LL L/360, TL L/240) - Bracing(Lu) All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: - IMPORTANT* The analysis presented e output from software developed by Trus Joist (TJ) TJ warrants the sizing of its products by this software wfll be accomplished hi accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate - Not aH products are readily available Check with your supplier or TJ technical representative for product availability - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above PROJECT INFORMATION No Project Information available OPERATOR INFORMATION. TH&A,lnc Trang Huynh 125 W Mission Ave , Suite 201 Escondkto, CA. 92025 760-746-5112 760-741-0480 Oipyrlgme 2000 by Trus Joist a Weyerhaeuser Business TJ-Pro™ and TJ-Beam™ are trademarks of Trus Joist Parallam* is a registered trademark of Trus Joist TH&A, INC. JOB. and Cod* Consultants 125 Wwt Mteion Av* Suite 201 Escondklo, CA. 92025 **r JMMU Description FB-12 y General Information Section Name 675x195 Beam Width 6 750 Beam Depth 21 000 Member Type GluLam 8m Wt Added to Loads Load Dur Factor 1 000 Beam End Fixity Pin-Pin Wood Density 34 000 Uniform Loads Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Point Loads Dead Load 1,2160 Ibs Live Load 6140 Ibs distance 2000ft Tttta Job* Dsgnr: Date f , \ Description / \ftitM, I& I Scope ^- General Timber Beam Page i| i Center Span 29 00 ft Lu 0 00 ft m Left Cantilever ft Lu 0 00 ft jn Right Cantilever ft Lu 0 00 ft Fb Base Allow 2,400 0 psi Fv Allow 1650 psi Fc Allow 385 0 psi , E 1,8000ksipcf 1 373 00 #/ft LL 288 00 #/ft #/ft LL #/ft Ml LL #/ft 1 1,21 60 Ibs Ibs Ibs Ibs Ibs 6140 Ibs Ibs Ibs Ibs Ibs 27000ft 0000ft 0000ft 0000ft 0000ft 1^^3128283!— *•— J Beam Design OK Span* 29 OOn, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max Negative Moment Max $ Left Support Max @ Right Support Max. M allow fb 1,854 36 psi Fb 2, 137 61 psi * 6 750in x Depth = 21 in, Ends are Pin-Pin 0867 1 76 7 k-ft 88 4 k-ft 76 67 k-ft a 0 OOk-ft a 0 OOk-ft 0 OOk-ft 8838 fv 113 14 psi Fv 165 00 psi Maximum Shear * 1 Allowable 14 500 ft 0000ft Reactions LeftDL Right DL Shear Camber 711k 711k 5 §Left Right ©Left @ Center @ Right Max Max 160 k 234 k 1190k 11 90k 0 000 in 1 105 in 0 000 m 11 90k 11 90k Deflections Center Span . Deflection Location Length/Defl Qagd, |,flad r Total Load <3[TSJj&J -1 249 in /14500ft 14500ft / 4724 27861 ^ w j* ».../.<. // ^A/ -»-i-i . Left Cantilever Deflection Length/Defl Right Cantilever Deflection v Length/Defl Dead Load 0000 in 00 0 000 in 00 1 Total Load 0 000 in 00 0 000 m 00 * I 10 IK, (C) 1983-88 ENERCALC Unlicensed Copy, Ver 5 0 6 15-JuM 996 J TO* Dsgnr Detcflption Job* Date M0e, Scop* Mr XMOOI General Timber Beam, -_, ..i*. ,!••,; ,. .Page 2| Description FB-12 Stress Calcs Bending Analysis Ck 22 210 Cv 0 891 Q Center Q Left Support Q Right Support Sheer Analysis Design Shear Area Required Fv Allowable Rb 0 000 Sxx 496 125 m3 Area 141 750 m2 Max Moment 76 67 k-ft 0 00 k-n 0 00 k-ft @ Left Support 1604k 97 195 in2 165 00 psi Sxx Req'd 430 38 in3 000in3 0 00 m3 Q Right Support 1604k 97 195 In2 165 00 psi Allowable fb 2,13761 psi 2,13761 psi 2,13761 psi Bearing $ Supports Max Left Reaction Max Right Reaction Query Value* 1190k 1190k Bearing Length Req'd Bearing Length Req'd 4 579 in 4 579 in l M, V, ft. D ft Specified Locations Moment Q Center Span Location = 0 00 ft 0 00 k-ft Q Right Cant Location = 0 00 ft 0 00 k-ft © Left Cant Location = 0 00 ft 0 00 k-ft Shear 1190k 000k 000k Deflection 0 0000 in 0 0000 in 0 0000 in (c) 1983-96 ENERCALC Unlicensed Copy, Ver 5 0 6,15-JuM 998 -si^Wl JOB. TH&A, INC. EaofaMMring ami Cotfo Consultants tSS WMt MlMion Av« Suite 201 Escondklo, CA. 92025 SHEET NO. CALCULATED BY. CHECKED BY OF DATE. DATE. 11 ' " V ' ' f " TH&A, INC. EaftoMring and Coda i laS Vlfart Mteloa Am. Suite 201 Ewxmdido, CA. 92025 JOB. SHEET NO. CALCULATED BV_ CHECKED 8Y__ SCALE TJf. Of. DATE. OATS. U i^fl? (atiluj^Jk*Jbto*J5& I I 5.25" x 11.8752.0E Parallam® PSLTJ-Beam™ vS.98 8«W Number 700113014 8EAMUSA 1111 11/17/01 S 34 04PM Page 1 of 1 BuMCode 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED [if -*•- Product Diagram I* Conceptual. LOADS: * Analysis for Beam Member Supporting FLOOR-RES Application Tributary Load Width V Loads(psf). 0 Live at 100% duration, 0 Dead; 0 Partition, and TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Poinl(lb«) Ftoor(100) 4790 7110 6' Adds to UnMbmXptf) Fteor(100) 54 148 Oto8' Adds to SUPPORTS.* INPUT BEARING REACTIONS(lbs) WIDTH LENGTH UVE/DEAD/TOT PLY DEPTH DETAIL OTHER 1 2x4 Plats 3.50" 225" 1352/2370/3723 1 119" Detail A3 125"LSLRim 2 2x4 Plata 350" 4455" 3852/6080/9931 1 119" Detail A3 125"LSLRim - See TJ SPECIFIER'S / BUILDER'S GUIDES for deters) A3 - Bearing length requirement exceeds input at supports) 2 Supplemental hardware is required to satisfy bearing requirements DESIGN CONTROLS; MAXIMUM DESIGN CONTROL CONTROL LOCATION Shearflb) 9903 9657 120S3 Passed(80%) Rt. end Span 1 under Fteor loading MomentfiUb) 17784 17784 29854 Paaaed(60%) MID Span 1 under Floor loading UveDeflfln) 0048 0256 Pas*ed(L/999+) MID Span 1 under Floor loading TotatDetlfln) 0126 0383 Passed(L/732) MID Span 1 under Floor loading ^ - Deflection Criteria. STANDARD(LL L/360, TLL/240). - Bradngf Lu). All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise Proper attachment and positioning «f lateral bracing is required to achieve member stability ADDITIONAL NOTES. - IMPORTANT) The analysis presented is output from software developed by True Joist (TJ) TJ warrants the sizing of its products by this software w* «e aecompttned in accordance with TJ product design criteria and code accepted design values The specific product application, input design bads, and stated dimensions have been provided by the software user This output has not been reviewed by art Associate - Not aft products are readily available Check with your suppler or TJ technical representative for product availability - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product feted above No Project Information available OPERATOR INFORMATION. THoAInc TrangHuynh 125 W Mission Ave, Suite 201 Escondido, CA. 92025 760-746-5112 760-741-0480 Copyright C 2000 by TrusOoiat a WayerhaauMT Business Parallam* m a registered trademark at Tru* Jofct TJ-Pro™ and TJ-Beam~ are trademarks of Trus Joist Title. Dsgnr Description Scop* Job* Date Joist Page 1 Description FB-15 nmbtjfMNMnbor Information TMMratcaon BaamWhttt in Bean Depth In Le Unbraced Length n Tbnber Grade 200 Fb-aa*teAtaw Fv.BejMe Allow Elasttc Modulus Load Duration Factor Member Type RapeflBM Statue Cantor Span Data sp4i ' Dead Load Live Load pel pal ksl 1,0000 860 1,6000 1000 Sawn No n #m m 2000 23400 17000 1 ItytyyH* RaHo* 09037 | Mrnwilt'&iar ftX« to* tt 24240 1000 tb Actual Fb Allowable N Actual Fv Allowable pal 8635 9664 BauttncOK t/ 5X9 850 /Shear OK (/ R««ctjoni Q Lefflnd DL LL Max. DL+LL Q Right End DL LL Max.DL*LL D«fl«€tions CeftWDLDefl UDeflRatto Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio fee lie tos Iba Ibs (be 2,34000 1,70000 4,04000 2,34000 1,70000 4,04000 In In Inn -0214 1,1197 -0156 1,5413 -0.370 10000 6486 1 | (0)1983-98 ENERCALC Unlicensed Copy, Ver 5 0 6,15-JuM998 ^•M^V TH&A, INC. EagHMMring and Cod* Cmuultante ItS WMt Mtorion AM. Suite 201 Ewoadldo, CA. 92025 JOB.341 bcdt, SHEET NO. CALCULATED BY. CHICKED BY T-K OF— DATE. DATE. JL^fca-'jL^r^lS! **• -^£i , TH&A, INC. JOB.<24-/ SHEET NO. MM Coiw ttS Wwt MMton Av« Suite 201 EMondldo, CA. 92025 CALCULATED §Y_ CHfiCKEOBY OF_ DATE. DATE. fro* ? 74.3 TH&A, INC. Mid Cod* Conmifamte MMion AIM. Suite 201 boondido, CA. 92025 JOB. SHEET NO. CALCULATED BY. CHECKED BY OF DATE. DATE. lawi "OWC1 anB^Jh^lJlU jMI^^I TH&A, INC. Engineering and Cede Consultant* 125 Wut MiMion Avc Suite 201 E*condido, CA 92025 JOB.Ml. SHEET NO.L-i OF. CALCULATED av_ CHECKED BY SCALE DATE. PdOOUCt 2011 iSKtk SMttl »H IMMI i^H?. kc. MM MM 01471 M IM> HOC Wl OK I-MMIHW TH&A, INC. JOB. SHEET NO. Conmhants 115 Wwt MMkm Ava. Suite 201 fiwondldo, CA. 92025 CALCULATED BY. CHtCXEOBY__ SCALE T-H OF OATE. OATE. mostm-\(ikni 4t^tfwt TH&A, INC. iagtaMring and Code Comuttant* 115 Wtert MiMkm AM. Suite 201 EMondido. CA. 92025 JOB.-fni. SHEET NO. CALCULATED BY. CHECKED BY T-H- or— DATE. DATE. TH&A, INC. and Cod* 125 Wtart MMhM Aw. Sate 201 BMomfido. CA. 92025 JOB. SHEET NO .=4.OF. CALCULATED BY. CHECKED BY__ JliL DATE. DATE. Ul-200 .# —, f *itf^U tflwHf -^V . ..1M«J) . ^ TH&A, INC. •ad Code Conmittante 135 WWt Mbaton Aw. Suite 201 , CA.92025 JOB. SHEET NO.OF. CALCULATED BY. CHECKED BY DATE. IA/.M^ *e*JU @p**£^ TH&A, INC. &MhMvrtn0 Mid Code las Ufe* MtMkm AIW. Suite 201 EMondido, CA. 92025 JOB.241 SHEET NO.Of. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. »- *•»*» ««l hO*r WOK TOIL «*H Strong STANDARD WALL DATA Model SitUp SW24x8 4 SW32x8-4 SW48x8-4 SW24x9-4 SW32x9-4 SW48XB-4 SW32X10-4 SW48x10-4 W (in) 24 32 48 24 32 48 32 48 H (in) »3JJ 93^ 93^ MX 105/4 105^ 117^ 117* T (in) 3K 3*3A3K3K 3*3X 3^ Number of Ftitenert la Top of Wtll 12 SDS#f6 16SDS/«x6 24 SDS#c6 12-SDS/.X6 16SDSJJX6 24 SDS#t6 16 SDSXX6 24 SDSXX6 Number of Mudsill Anchors 2-X 2-X 3tf 2-Ji 2-« 3-X 2-V. 3* HoMwrs Anchor Bolt SSTB28 SSTB2* SSTB28 SST»?8 SSTB28 SSTB28 SSTB28 SST828 Mtewibte 8»MfV Loid(ln) 1610 2875 4545 1585 2600 4370 L246£) 4095 Dftntt Allowable Shear V (In) 389 545 380 396 427 439 453 435 Allowable Shear V Load (IWIt) 804 1078 1136 793 975 1093 923 1024 Assembled Wall Weight (Ibt) 91 116 149 101 128 165 134 171 1 For plywood shtir pant) add "P" to modtl namt (e g SW24x8-4P), and multiply the table loads by 0 81 2 For two pour applications use the SSTB34 GARAGE PORTAL DATA Model Setup SW16x7-4 SW22X7-4 SW22x7 6 W (In) 16 22 22 N do) 78 78 78 T (In) 4 4 6 Number ot Fasteners In Top of Wall a-sos^e 12 SOS#c6 12 SDS^x6 Number of Mudsill Anchors 2-X 2-K 2* HoMown Anchor4 STH0148W SSTB28 SSTB28 Allowable Shear V Load(lb) lorfertil System1 <5020j 5S5b <1§2(& Drift at Allowable Shear V(ln) 346 369 369 Allowable Shear VLoad (lb/lt) 1133 1315 1315 Assembled Walt Weight (Ibi) 71 95 117 1 For plyvypod th»»r panel, add "P" to model name (e g SW24x8-4P), and multiply the table loads by OSS 2 For two-pour application! us* Htt SST834 3 A portal system consists of 2 return walls with a header spanning over the top and connected as shown 4 STH0145W ntwres a minimum 12" grade beam 5 Recommended Mader moisture content is 16% at time of installation STRONG-WALL CONCRETE TEMPLATE Model'No SWT16 SWT22 SWT22-6 SWT24, SWT124 SWT32 SWTI32 SWT48, SWTI48 Corresponding Strong-Wall SW16x7 4 SW22x7 4 SW22x7 6 SW24x8 4, SW24x9 4 SW32X8 4, SW32x9 4, SW32X104 SW48x8 4 SW48X9 4, SW48X104 Length (In) 16 22 22 24 32 48 1 SWTI models are (or intenor shearwaH applications SWT Strong-Wall Template This (her is effective until December 31 1999. and reflects Information available as of November 1,1998 This information is updated periodically and should not be relied upon after December 31.1999, contact Simpson for current information SIMPSON STRONG-TIE COMPANY, INC. Home Office 4637 Chabot Or I 200 Pleasanton CA 94588 FAX 925/847 0694 Northwest Region 1450 Doolittle Or San Leandro CA 94577 FAX 5107632 8925 Southwest Region 260 N Palm St Brea. CA 92821 FAX 714/871-9167 Southeast Region 1720 Couch Or McKtnney, TX 75069 FAX 972/542 5379 Northeast Region 2600 International St Columbus, OH 43228 FAX 614/876 0636 Sun Coast Jacksonville Warehouse Western Canada Surrey 8 C Warehouse National Toll Free Number 1-800-999-5099 Web Site http //strongtie com O Copyright 1998 Simpson Strong Tie Co Inc Printed in the USA Form F STRON6WALL3 11/98 exp 12/99 TH&A, INC. Engineering and Code Consultants 125 W«*t Mteion Av« Suite 201 Etcondido. CA. 92025 joe. SHEET NO.OF. CALCULATED BY. CHECKED BY DATE. DATE. irvo I -. # ftC&Q tiO, \#fr) TH&A, INC. Cod* 125 WM( MiMion AM. Suite 201 BMondUo. CA. 92025 4/-W-V***5**— { s?j.aus IL -^» j * •? \ Tkz (1** , V , •^iAi^^rf^^ L *$&& 4 tfWWfr. ^fOJZT .O'20+442A*<304Q ^ft^i^mi TH&A, INC. joe.•firi SHEET NO.Of. 125 WMt MM*MI Aw Suite 201 EBcendUo, CA. 92025 CALCULATED BY. CHECKED BY DATE. C»*T6. SHEAR WALL SCHEDULE SYM MATERIAL 1/2" Gyp Bd Unblocked 5/8" Gyp Bd Unblocked 1/2" Gyp Bd Unblocked 5/8" Gyp Bd Unblocked 7/8" Stucco w/ Paper Backed Wire Lath 3/8" Struct II C-D or C-C Plywood 3/8" Struct II C-D or C-C Plywood 3/8" Struct II C D or C C Plywood NAILING 5d Cooler Nails @ 7" OC FN &EN 6d Cooler Nails @ 7" OC FN &EN 5d Cooler Nails @ 4" OC FN &EN 6d Cooler Nails @ 4" OC FN &EN 16 GA Staples 6" OC Top &. Bottom Plates, Edges & Field of Shear Panel 8d @ 6" OC E N & B N 12" OC F N 8d @ 4" OC E.N & B N 12"OCFN (3) 8d@3"OCEN &BN 12"OCFN (3) SHEAR VALUE 500/FT 50#/FT 75#/FT 750/FT 180#/FT 260#/FT 3S&0/FT 490#/FT TRANSFER NAILING 16d(c A35< 16d(J A35( 16da A35< 16d(c A35« 16d(c A35 ( 16d (c A35( 16d(c A35<i 16d(£ A35(i £ 12" OC or g> 32" OC & 12" OC or g 32" OC D 8" OC or £ 32" OC P 8" OC or 332'OC p 8" OC or g> 32" OC p 6" OC or g 24" OC p 4" OC or £ 16" OC & 3" OC or g 12" OC ANCHOR BOLTS 5/8"xlO" @48"OC(1) 5/8-xlO" @48" OC(1) 5/8"xlO" @48"OC(1) 5/8"xlO" @ 48' OC (1) 5/8"xlO" @ 48" OC (1) 5/8"xlO"@24"OC(l) 5/8"xlO" @ 24' OC (1) 5/8"xlO"@ 16"OC(1) 3/8" Struct II 8d @ 2" OC E N A B N C-DorCC 12"OCFN (2) (3) Plywood 1/2" Struct II lOd @ 3" OC E.N A B N C-D or C-C 12"OCFN (2) (3) Plywood 1/2" Struct I C D or C-C Plywood lOd @ 2" OC E N & B N 12"OCFN (2) (3) 640#/FT 600#/FT 770#/FT 16d @ 2" OC or A35 @ 9" OC 16d @ 3" OC or A35 @ 12" OC 16d @ 2" OC or A35 @ 8" OC 5/8"xlO"@ 12" OC(1) 5/8"xlO" @ 12" OC (1) 5/8"xlO"@8"OC(l) NOTE. (1) Spacing of anchor bolts and shear transfer nailing shall be reduced by half if shear wall materials are required on both faces of wall (2) Framing at adjoining panel edges shall be 3-inch nomimal or wider and nails staggered (3) Where plywood is on both sides of wall, framing member for panel joints shall be 3-inch nomimal or wider and nail on each side is staggered EDGE NAIL (LN) NAILS SPACED PER SCHEDULE PLYKTOOO SHEATHING 2x RIM JST OR BLK'C 16d NAILS PER SCHEDULE 08U TOP PLATE A35 FRAMING ANCHOR SPACED PER SCHEDULE SHEAR TRANSFER W/ 2x4 BLOCKING SHEAR TRANSFER W/ METAL CUPS EXCERPTS FROM CHAPTER 23 1998 CALIFORNIA BUILDING CODE TABLE 23-II-B-1—NAILING SCHEDULE CONNECTION 1 Joist to sill or girder toenail 2 Bridging to joist toenail each end 3 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 4 Wider than I" x 6" (25 mm x 152 mm) subfloor to each joist face nail 5 2" (5 1 mm) subfloor to joist or girder blind and face nail 6 Sole .plate to joist or blocking typical face nail Sole plate to joist or blacking, at braced wall panels 7 Top plate to stud end nail 8 Stud to sole plate 9 Double studs, face nail 10 Doubled top plates, typical face nail Double lop plates, tap splice 11 Blocking between joists or rafters to top plate toenail 12 Rim joist to top ptate, toenail 13 Top plates laps and intersections, face nail 14 Continuous header, two pieces 15 Ceiling joists to plate toenail 16 Continuous header to stud, toenail 17 Ceiling joists laps over partitions face nail 18 Ceiling joists to paraltel rafters face nail NAILING1 38d 28d 28d 38d 2 I6d 16datl6"(406mm)oc3 16d per 16* (406 mm) 2-16d 4-8d. toenail or 2- I6d, end nail 16dat24"(6rOmm)oc I6dat 16"(406mm)oc8-16d 38d 8dat6"(152mm)oc 2 16d 16d at 16" (406 mm) o.c along each edge 3>8d 48d 3 I6d 3 I6d 19 Rafter to plate, toenail 3-8d 20 1" (25 mm) brace to each stud and plate face nail 21 1* x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 22 Wider than 1* x V (25 mm x 203 mm) sheathing to each bearing, face nail 23 Built-up comer studs 14 Built-up girder and beams 20dat32*(813 mm)oc 25 2* (51 mm) planks 26 Wood structural panels and ptmcleboard2 Subfloor and wall sheathing (to framing) V (12 7 mm) and test "/3j"-V(13mm-l9mm) V r(22mm-25mm) l'/l" IV (29 mm 32 mm) Combination subfloor underlayment (to framing) V (19 mm) and less V I* (22 mm-25 mm) I'/s" IV (29 mm 32 mm) 27 Panel siding (to framing)2 '/j* (12 7 mm) or less V (16 mm) '/2* (12.7 mm) 25/3z" (20 mm) 29 Interior paneling 'AT (6 4 mm) V (9J mm) 28d 28d 38d 16dM24"(6IOmm)oc at top and bottom and staggered 2 20d at ends and at each splice 2 I6d at each bearing lOd'orSd5 10d4or8d5 6d* 8d« No llga< 6d4 No I6ga» No 11 ga« 8d4 No 16 ga9 4d'° 6d» 'Common or box nails may be used except where otherwise stated 'Nails spaced sk 6 inches (1 J2 mm) on center at edges, 1 2 inches (305 nun) at intermediate supports except 6 inches ( 152 mm) at all supports where spans 48 utebta1(12l$ mm) or more. For muling of wood structural panel and particleboard diaphragms and shear walls refer to Sections 2315 3 3 and 2315 4 N are Nails far wan staining may be common, box or casingshank. 'Common.'Dcforuun) Huntfcf**isUnt siding or casing nails conforming to the requirements of Section 2304 3 rtpajotd 3 I in IK i (76 mm) on center at exterior edges and 6 inches ( 1 52 mm) on center at intermediate supportsi,-f-~ offB| ^g, wj-1 ^^.tficti-ameuf (t I mm) head aad 1 V2 inch (38 mm) length for '/j-mch (12 7 mm) sheathing and l}/4-inch (44 mm ) (20 mm) atjaftmi conforming to the reqairements of Section 2304 3__ Maples wilh uoounal'/is inch (11 mm) crown and I'/j-iuch (29 mm) length for '/2 inch (127 mm) sheathing and 1 '/2 inch (38 mm) length .„ .„. _ i (20 mm) sheathing conforming to the requirement* of Section 2304 3 '"Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel unless otherwise marked] Casing or finish nails spaced f Inches (152 mm) on panel edges 12 inches (305 mm) at intermediate supports'- - - • - - —fo nun) Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports 1-212 TH&A, INC. Engineering and Code Consultants •NflfNO.—- . p 125 Weft Mission Ave Suite 201 «*»»•*»»•» \ tft Escondido, CA 92025 ^....... T«M (7»0) 74641112, Fax: (7«0) 7414480 «A1. SPECIFICATIONS/NOTES! GENERAL I ?£7.A.£Lli S1!6!!0^.^0 *°™ SMOWN ON STRUCTURAL DRAWINGS*.!.EIC2De0 T0 *E TYUCAL AND SHALL APPLY TO SIMILAR SITUATIONSELSEWHERE U.N.O.2 ALL Of SIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THELATEST ADOPTED COITION OF THE UNIFORM BUILDING CODE.3 ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THEWORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT Tfr THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING 'WITH ANY WORK INVOLVED. 4 CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SUPPORT ALL LOADS DURING CONSTRUCTION. 9 DURING CONSTRUCTION AND PRIOR TO THE INCORPORATION OF. ALL CHAN- GES* REVISIONS* MODIFICATIONS AND/OR DEVIATIONS FROM THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF* AND OBTAIN AMROVAL FROM THE ARCHITECT i STRUCTURAL ENGINEER AND THE GOVERNING BUILDING DEPARTMENT. • LUMBER/FRAMING! 1 ALL IX HORIZONTAL RF/CLG LUMBER TO BE MIN DF»2 U.N.O. 2 ALL 2X HORIZONTAL FLU LUMBER TO §E MIN DFM. U.N.O. 3 ALL *X I, LARGER HORIZONTAL LUMBER TO BE HIN DF «1 U.N.O. 4 ALL GLULAMS TO BE DF/DF COMS 24F-V4 DRY USE U.N.O. 5 ALL ax VERTICAL LUMBER TO BE MIN DF 02 U.N.O. 6 ALL 4X 4 LARGER VERTICAL LUMBER TO BE MIN DF»i U.N.O. 7 ALL PLYWD TO BE HIN CD-CC STRUCT II OR COX. 8 TYPICAL NAILING SCHEDULE AS PER UBC 29-P. ' 9 BWILT-UP BEAMS I DSL 4X MEMBRS TO BE FACE NAILED U/ MIN 1*4 0 124 ft OC STAGGERED TOP/SOT. 3 OR MORE 2X LAMINATIONS TO BE CONN «/ l/2i* DIA MS 4 WASHER MIN a 241 n OC STAGGERED TOP/BOT * 2 EA END. 10 CARRY .ALL POSTS * DBL STUDS DOWN TO FOUNDATIONS. BLOCK SOLID AS RE'J'O FOR FULL 8RG A FLR LINES. * CONCRETE I MINIMUM BAR COVERAGE OF 3in FOR CONCRETE CAST AGAINST *™i™* 2in FOR ALL FORMED CONCRETE.FEI» «*** c-33>» TYPICALmx TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA 92025 T«l.: (760) 746-5112, Fax: (760) 741-0480 •HUT NO. CMCUUTM §T. •MKKM fY_ T*"* e*rr. OfU. CONCRETE* *ALL CONCRETE TO REACH MIN ULT COMPRESS WE STRESS OF 2*a0 PS I S 2B DAYS U.N.O. MASONRY: 1 CONCRETE MASONRY UNITS TO BE NORMAL WEIGHT HOLLOW LOAD TYPE CONFORMING TO A$TM C-90. MASONRY UNITS SHALL BE CLEAN AND FREE OF ALL SUBSTANCE THAT MIGHT IMPAIR BONO AND SHALL BE STORED UNDER COVER ON THE JOB. 2 ALL CONCRETE MASONRY UNITS TO BE GRADE N-II U.N.O. 3 MIN COMPRESSIVE STRENGTH OF ALL MASONRY UNITS SHALL BE 130B PSI. 4. TYPICAL TYPE 'M' MORTAR: 1 PART CEMENTi 3-1/2 PARTS SAND, 1/4 PART LIME PUTTY* CONFORM W/ ASTM C-270. WATER CONTENT SHALL BE MIN RE&'D FOR WORKING CONSISTENCY. MIN 20(20 PSI. 3 GROUT MIX SHALL BE 1 PART CEMENTi 3 PARTS SAND AND (OPTIONAL1) 1/10 PART LIME PUTTY, ADD UP TO 2 PARTS PEA GRAVEL WHERE SPACES EXCEED 21 n MIN. 26 DAY ULT STRENGTH OF GROUT SHALL BE 20t* PSI. ' US£ SUFFICIENT WATER TO PRODUCE POURING CONSISTENCE W/0 SEGREGATION. 3 REINF STL: STL TO BE1ZN ASTM-AAlS GRADE 40 U . N. 0. ALL REINF BARS SHALL BE ACCURATELY & SECURELY PLACED BEFORE POURING CONC OR APPLYING MORTAR OR GROUT. STRUCT STL I 1 ALL STEEL TO CONFORM TO ASTM-A36 U.N.O. 2 aeTAILING & FABRICATION PER AISC - LATEST EDITION. 3 ALL STEEL PIPES TO CONFORM TO ASTM AS3 GRADE B U.N.O.4 weu'Tnoe- ceiu/M ^HAUU fee fv; 4-6 K$E. FASTENERS* 1 ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT. 2 ALL BOLTS TO BE M(N ASTM-A307. 3 BOLT HOLES i MAX l/16in LARGER 'THAN BOLT DIA. 4 ALL BOLTS BRG ON WOOD TO USE M.I. WASHER UNDER HEAD & NUT. 9 LAG BOLTS 1 LEAD HOLES FOR SHANK TO BE SAME AS SHANK t THREADED PORTION TO BE 60-70* OF SHANK DIA. 6 ALL NAILS TO BE COMMON U.N.O. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA 92025 1M.: (760) 746-5112, Fax: (760) 741-0480 JO*. •NtCT NO . CA4CM.ATIO •». CMICKIO •¥__ •cut OATI. IDATE. FASTENERS: 7 USE FULL NAILING/BOLTING fi ALL CONNECTORS U.N.O. FOUNDATIONS: PROVIDE WIN CODE REQUIREMENTS FOR ALL FOUNDATIONS U.N.O. ALL CONT/ISOLATED FTGS TO BE PLACED MIN in INTO COMPETENT ERS SOIL OR BEDROCK. ACQUISITION OF A SOILS REPORT IS RECOMMENDED FOR ALL JOBS. IF NO SOILS REPORT IS AVAILABLE! ASSUM'D SOIL TYPE & BRG VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL. ENGR WILL NOT BE HEj-D RESPONSIBLE FOR BLDG DEPT APPROVED VALUES. SEE FOUNDATION PLAN FOR ALLOWABLE SOIL BRG PRESSURE. RETAINING WALLS: 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS 6 CONDITIONS ON THE JOB. 2* RESPONSIBILITY FOR ACCURATELY DESCRIBING THE SITE CONDITIONS RESTS ON THE CLIENT. REVIEW CALCULATIONS IMMEDIATELY TO DETERMINE WHETHER CONSIDERATION WAS GIVEN IN WALL DESIGN FOR ADJACENT FTGt VEHICLE OR BACKSLOPE SURCHARGES. CONTACT THIS OFFICE IMMEDIATELY IF THERE IS ANY QUESTION REGARDING THIS MATTER. 2 IF NO SOILS REPORT IS AVAILABLE. ASSUM'D SOIL TYPE fc BRG VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL. 4 VERIFY INSPECTION REQUIREMENTS W/ BLDG DEPT PRIOR TO CONSTR. 5 SEE RETAINING WALL SCHEDULE FOR BLOCK INSPECTION REQUIREMENTS. 6 ALL RETAINING WALL FTGS TO EXTEND MIN 12in INTO COMPETENT B*G SOIL AS DEFINED BY SOILS REPORT OR APPROVED STANDARD PRACTICE* RECOMMENDATIONS OF SOILS REPORT TO SUPERCEDE THIS MIN RE«UIR£I-£NT 7 BOTTOM OF PAD TO BE MIN 5' FROM DAYLIGHTf MEASURED IN A HORI2 DIRECTION FROM THE NEAREST BOTTOM EDGE OF PAD. 8 PROVIDE EITHER A MIN 12in x 12in GRAVEL POCKET a BASE OF WL WITH 4in DIA PVC PERFORATED DRAIN PIPE TO DAYLIGHT* OR MIN C SQ IN WEEP HOLES d BASE OF WALL STEM TO ADJACENT GRADE d 46in OC. 9 BACKFILLING SHALL NOT BE STARTED FOR AT LEAST2I DAYS AFTER THE FILLING OF THE CELLS WITH GROUT. 10 DO NOT BACKFILL UNTIL ALL WORK HAS PASSED RE<J'D INSPECTIONS. BACKFILLING MUST BE THOROUGHLY TAMPED TO PREVENT FURTHER SETTLING. 11 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL SHORING DURING CONSTRUCTION AS REQ'D. 12 ALL BACKFILL MATERIALS TO BE GRANULARt i.«. SANDt GRAVELi OR SOIL APPROVED BY PROJECT SOILS ENGINEER. • COMMERCIAL • RESIDENTIAL • •ROOM ADDITIONS' • COMPETITIVE PRICES • • FREE AND PROMPT ESTIMATES* Specializing in roof and floor trusses 2847 INDUSTRY STREET OCEANSIDE, CA. 92054 ICBO # AA-513 to) 722-7696 FAX (7#>) 722 - 0438 cr> CD r-~.cxi t—4 cxi c\jCL. in j in LT;—• cri -a en cr.ffi ^S-'SSiffiSSiSS?CD d3 CC CD CO CL1 CD CD CD CD CDCO 1-1 o cn 1—1 ru r~i -»-i m cvi ™—i I- 82 Carnpulrus Inc. Manufacturing • Engineering • Computer Systems WARNINGS. 1 Read all General Notes and Warnings before construction of trusses 2 Builder and erection contractor should be advised of alt General Notes and Warnings before construction commences 3 1x3 compression web braang must be installed where shown i- 4 AJI lateral force resisting elements such as temporary and permanent bracing must be designed and provided by designer of complete structure CompuTrus assumes no responsibil- ity for such bracing 5 No load should be applied to any component until after all braang and fasteners are complete and at no time should any loads greater than design loads be applied to any component 6 CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7 This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in 'Braang Wood Trusses, HlB-91" a copy of which will be furnished by CompuTrus upon request GENERAL NOTES, unless otherwise noted- Design to support loads as shown Design assumes the top and bottom chords to be laterally braced at 2'-0" o c. and at 12 -0' OJG. respectively. 3 2x4 Impact bndgmg or lateral braang required where shown + + 4 Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used m a non-corrosive environment, and are for "dry condition" of use. 6 Design assumes full bearing at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9 Digits indicate size of plate in inches 10 For basic design values of the CompuTrus Plate, indicated by the prefix "C', see I C B O R R 4211 11 The CompuTrus Net Section Plate is indicated by the prefix "CN" the designator (18) indicated 18 ga. material is used All others are 20 ga. General Notes Braang to tap and bottom chords not required provided the chord members are braced throughout their length by continuous sheathing TRUSS INC , INSPECTION IN STRICTACCORDANT WTHUBC 2311 6 " PRB-ABRICATED 1 LL DETAIu.u.-j ° UJ iE 1 S o I 0to (0 UJa - «- CM U. Illae UBC-978in in co z (0 1 Uotn*OZ•«>o " < 09 M f 1ii Q 0 ua.O ID •«• o_| ^ — COE01 N O O O^ CM CN NT O o m in _J CN •«— CO CO u U. 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CJ 1 t r *- t -i.~i LXl I* ^°lai $35 t-3 01 <iu a o j XX uu 2aPo UJCO 0]_J iSUl Q § t— U 01 Zoo oz, IUc 03O) a o iu 1 Utn CO LUa lO mCM u.IllX. i~-en UCO3 <oaUl in t/j O LU CO FROM SfRUCTUPPL TRUSS, INC• M i/t fe cn FfiX NO 17&0722B438V Jul 13 2001 03 48PM P2» *»*' * " - ass £•8i*,A*J. § Sss I'8 * * * * » c gSS '25'ssaeT! *Uv ITfSsssss s 2w,, *!i--cs-* s ijj s*~-CD » • BCfi •i:: 5(E » — t-§gS!»8 5 ss ?'i ( « » i i C tt •e B ^< SB i: ii O A 010 52 § I * * ^^ ss"t*3 id Si ^s-^jvSw ^* •* "^ *f ^4 •* ^***. 4* » « «•*S3 y I ISfl•SB i v !U.M* JS 4 S f'Q.. Q<?»•<OQ»j, JO?9Q-0 ^5Q5»>m5^?'reiin35'* 5 S S 5 n i " !v«> ^ !ilid I -I ipiiii J5J1iiij !;!!4 . U U^TS S 0^21067 - ll h -—-H <&- 'Aw«-.:£> 5*? To NORTH COUNTY COMPACTION ENGINEERING, INC.February 27, 2002 Project No CE-6481 (ames Vine 280 Chinquapin Ave Ste A Carlsbad, CA 92008 Subject. Letter of Conformance Proposed Single Family Dwelling 241 Date Avenue Carlsbad, California Reference. 1 ) "Update Letter" prepared by North County Compaction Engineering, Inc dated September 25, 2001 2 ) "Report of Certification of Compacted Fill Ground" prepared by North County Compaction Engineering, Inc dated February 15, 2002 Dear Mr Vine In response to your request, we have reviewed our above referenced soils reports and performed an inspection of the site for adherence to the recommendations set forth Our site inspection of February 27, 2001 revealed foundation excavations and reinforcement placement was performed in accordance with the recommendations set forth Recommendations are considered minimal and any in excess of our report should be further inspected by the engineer of work and/or local building authority for their conformance If you have any questions, please do not hesitate to contact us This opportunity to be of service is sincerely appreciated Respectfully submitted, North County COMPACTION ENGINEERING, INC Ronald K Adams President Registered Civil" Geotechmcal Engineer 000713 RKApaj cc (4) submitted ? 0 BOX 3O2OO2 * ESCONDIDO, CA 92O3O * (76O)4£O-1116 FAX (76O)741-656& MORTH COUNTY COMPACTION ENGINEERING, INC. February 15,2002 Project No CE-6481 James Vine 280 Chinquapin Ave Ste A Carlsbad, CA 92008 Subject Report of Certification of Compacted Fill Ground Proposed Single Family Dwelling 241 Date Avenue Carlsbad, California Dear Mr Vine In response to your request, the following report has been prepared to indicate results of soil testing, observations, and inspection of earthwork construction at the subject site Testing and inspection services were performed from February 7,2002 through February 13,2002 Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent (90%) Therefore, we recommend construction continue as scheduled SCOPE Our firm was retained to observe grading operations with regard to current standard practices and to determine the degree of compaction of placed fill Grading plans were prepared by Buccola Engineering of Oceanside, California Grading operations were performed by Pacific Coast Grading of Vista, California Reference is made to the following previously submitted soils reports 1 ) "Preliminary Soils Investigation" prepared by Compaction Labs, Inc and dated August 21,1991 2 ) "Update Letter" prepared by North County Compaction Engineering, Inc dated September 25, 2001 0 BOX 302002 * ESCONDIDO.CA 92O3O * (760)460-1116 FAX (76O)741-656& NORTH COUNTY COMPACTION ENGINEERING, INC. Project No CE-6481 Page 2 Approximate locations and depth of filled ground and extent of earthwork construction covered in this report are indicated on the attached Plate No One entitled, "Test Location Sketch" Grading operations were performed in order to remove and recompact loose surficial top soils and to construct a level building pad to accommodate the proposed single family dwelling Should the finished pad be altered in any way, we should be contacted to provide additional recommendations The site was graded to approximately conform to project plans Actual pad size and elevation may differ Finish grade operations are to be completed at a later date It should be noted that the driveway is approximately 2 feet below finish grade It is our understanding, footing spoils will be utilized to make driveway finish grade elevations We should be contacted to inspect and test remedial grading operations of driveway fill soils LABORATORY TESTING Representative soils samples were collected and returned to the laboratory for testing The following tests were performed and are tabulated on the attached Plate No Three 1 ) Optimum Moisture / Maximum Density (ASTMD-1557) 2 ) Expansion Potential Test (FHA Standard) SOIL CONDITIONS Native soils encountered were silty-sands Fill soils were generated from the on-site excavation The building site contained a transition from cut to fill However, cut areas located within the building area were over excavated a minimum of 3 feet and brought to grade with compacted soil Over excavation was carried a minimum of 5 feet beyond the exterior building perimeter Hence, no consideration need be given this characteristic On-site soils were found to have an expansion index of less than 5 and are classified as being "Very low" in expansion potential MORTH COUNTY COMPACTION ENGINEERING, INC. Project No CE-6481 PageS During earthwork construction, native areas to receive fill were scarified, watered, and compacted to a minimum of ninety percent (90%) of maximum density Fill soils were placed, watered, and compacted in 6 inch lifts To determine the degree of compaction, field density tests were performed in accordance with ASTM D-l 556 or D-2922 at the approximate horizontal locations designated on the attached Plate No One entitled, "Test Location Sketch" A tabulation of test results and their vertical locations are presented on the attached Plate No Two entitled "Tabulation of Test Results" Fill soils found to have a relative compaction of less the ninety percent (90%) were reworked until proper compaction was achieved RECOMMENDATIONS AND CONCLUSIONS Continuous inspection was not requested to verify fill soils are placed in accordance with current standard practices regarding grading operations and earthwork construction Therefore, as economically feasible as possible, part-time inspection was provided Hence, the following recommendations are based on the assumption that all areas tested are representative of the entire project 1.) Compacted fill and natural ground within the defined building areas have adequate strength to safely support the proposed loads 2 ) Slopes may be considered stable with relation to deep seated failure provided they are properly maintained Slopes should be planted within 30 days with light groundcover (no gorilla ice plant) indigenous to the area Drainage should be diverted away from the slopes to prevent water flowing on the face of slope This will reduce the probability of failure as a result of erosion 3 ) In our opinion, soil liquefaction at the site is unlikely to occur due to the following on-site soils conditions A) Groundwater was not encountered at the time of grading B) Fill ground and loose topsoils were compacted to a minimum of ninety percent (90%) of maximum dry density C) The dense nature of the formation underlying the site INORTH COUNTY COMPACTION ENGINEERING, INC. Project No CE-6481 Page 4 4.) Temporary slopes to be retained and/or completed at a later date should be considered unstable and may prove to be a detrimental condition Furthermore, we should be contacted to supervise backfill operations Backfill materials should consist of non-expansive soils (having a swell of less than 2%) placed at a width behind the wall equivalent to two-thirds of the retained height Crushed rock (1 inch minus), approved by this office, may be an alternate method All walls should be provided with drains Drains should consist of 4 inch perforated pipe surrounded with crushed rock placed at a minimum of 1 cubic foot per lineal foot and have a minimum fall of one percent (1%) A structural engineer should be contacted for a retaining devise recommendations 5) Continuous footings having a minimum width of 12 inches and founded a minimum of 12 inches and 18 inches below lowest adjacent grade for one and two stones, respectively, will have an estimated allowable bearing value of 2000 pounds per square foot 6) Footings located on or adjacent to slopes should be founded at a depth such that the horizontal distance from the bottom outside face of footing to the face of the slope is a minimum of 8 feet 7 ) All foundations should be constructed in accordance with the recommendations presented in our "Update Letter" dated September 25, 2001 8.) Plumbing trenches should be backfilled with a non-expansive soil having a swell of less than two percent (2%) and a minimum sand equivalent of 30 Backfill soils should be inspected and compacted to a minimum of ninety percent (90%) 9 ) Completion of grading operations were left at rough grade Therefore, we recommend a landscape architect be contacted to provide finish grade and drainage recommendations Drainage recommendations should include a minimum fall of two percent (2%) away from foundation zones To further protect water penetration of the zone, rain gutters should be installed to divert run-off Landscape planter areas within 4 feet of the foundation should be avoided and/or designed with sealed bottoms and a drain system MORTH COUNTY COMPACTION ENGINEERING, INC. Project No CE-6481 PageS 10 ) Unless requested, recommendations for future improvements (additions, pools, recreation slabs, additional grading, etc ) were not included in this report Prior to construction, we should be contacted to update conditions and provide additional recommendations Prior to pouring of concrete, North County COMPACTION ENGINEERING, INC. should be contacted to inspect foundation recommendations for compliance to those set forth Foundation recommendations presented in this report should be considered minimal Therefore, we recommend the project architect and structural engineer review this report to assure recommendations presented herein will be suitable with regard to the type of construction planned In the event a future swimming pool is constructed, we should be contacted to inspect the pool excavation to assure that adverse soil conditions do not exist UNCERTAINTY AND LIMITATIONS (n the event foundation excavation and steel placement inspection is required and/or requested, an additional cost of $170 00 will be invoiced to perform the field inspection and prepare a "Final Conformance Letter" If foundations are constructed in more than one phase, $120 00 for each additional inspection will be invoiced (Same applies for pool excavation inspections ) It is the responsibility of the owner and/or his representative to carry out recommendations set forth in this report San Diego County is located in a high risk area with regard to earthquake Earthquake resistant projects are economically unfeasible Therefore, damage as a result of earthquake is probable and we assume no liability We assume the on-site safety of our personnel only We cannot assume liability of personnel other than our own It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA and/or local agencies NORTH COUNTY COMPACTION ENGINEERING, INC. Project No CE-6481 Page 6 If you have any questions, please do not hesitate to contact us This opportunity to be of service is sincerely appreciated Respectfully submitted, North County COMPACTION ENGINEERING, INC Ronald K Adams President DaleR Reg Registered Civirgfigmegfl9393 Geotechmcal Engineer 000713 RKA paj cc (4) submitted NORTH COUNTY COMPACTION ENGINEERING, INC. SOIL TESTING PROPOSED SINGLE FAMILY DWELLING DATE AVENUE CARLSBAD, CALIFORNIA NO SCALE EXIST ARV ASSEMBLY--) EXIST OVHD ELEC t PROP WATER EXIST GAS GRASS-UNED SWALE DETENTIOM/NPOES LINE OF BALCONY ABOVf[—, TEST LOCATION SKETCH PROJECT No. CE-6481 PLATE No. ONE NORTH COCINTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS Test#Date I 02/08/02 2 " 3 02/12/02 4 " Horizontal Location See Plate One * 5 02/13/02 6 7 ' " * ' Vertical Location 505 505 495 500 51 5RFG 51 ORFG 51 5 RFC Field Moisture % Dry Wt 074 099 090 102 105 120 084 Dry Density LBCu Ft 1238 1220 1203 1233 1248 1166 1236 Soil Type I I II II II II II Percent of Compaction 974 960 950 980 990 925 980 REMARKS RFC = Rough Finish Grade PROJECT NO. CE-6481 PLATE NO. TWO NORTH COUNTY COMPACTION ENGINEERING, INC. TABULATION OF TEST RESULTS OPTIMUM MOISTURE/MAXIMUM DENSITY SOIL DESCRIPTION TYPE MAX DRY DENSITY OPT MOISTURE (LB CU FT^ (% DRY WD Orange Brown Silty-Sand I 1270 097 Brown Silty-Sand II 1260 100 EXPANSION POTENTIAL SAMPLE NO I CONDITION Remold 90% INITIAL MOISTURE (%) 9 0 AIR DRY MOISTURE (%) 2 5 FINAL MOISTURE (%) 11 4 DRY DENSITY (PCF) 114 3 LOAD(PSF) 150 SWELL (%) 000 EXPANSION INDEX Less than 5 PROJECT NO. CE-6481 PLATE NO THREE >• I r—t NORTH COUNTY COMPACTION ENGINEERING, INC. September 25,2001 Project No CE-6481 James Vine 280 Chinquapin Ave #A Carlsbad, Ca 92008 Subject:p.. Update Letter '" t * 1 ' ';-^ ;_.'-' Two Proposed Single Family Dwellings ' \ .'.*V.V -*: ' <•• 237 and 241 Date Avenue ,,%' . ,.' ' \ •• •-;;•' y\' , Carlsbad, California ; , , , V""-1" --"'= '' !:\. ^ilj" .'-' Is-''.'.I.. '<- v ; ,'"- ''- •s References: 1 ) "Preliminary Soils Investigation" prepared by Compaction Labs, Inc, \t ; ,V ,v .<»' dated August 21,1991 *f <l\\: "•-'"• C 4 f ' •' • "' ^ - " .' 2) Site Plans prepared by Buccola Engmeenng, Inc, dated September 12,2001 ? .;-- ''""V'K ''-^,'1, " VX 'k • ', : -• , ':> f, T ^-<'~?! i|J - ''- ' • •• < V, • •; ,'.'# ,: Dear Mr Vine -W ', \v ';T. ,!"-".',-"* ^*' h\ " ' '..•'' '. T = -"' t-,'•"*' '. "V " ""'- -0"'"'* -''^ ;V'^ - ~: .•'"''''"*.' -V''1, ., --.''-i '" ' h.,VV". 4 Per your request, we have inspected the subject building sites and reviewed the above reference/£/»?• plans and soils reports for the purpose of providing updated recommendations with regard to the i'v /' newly planned single family dwellings '; V ^-iV-i - V . "<: '-•: It is our understanding, the proposed dwellings will consist of two story, wood frame ;' ~^ '} construction, utilizing slab on grade foundations Furthermore, shallow retaining walls will be , /] constructed along the east, west and mid-property'lines , f>! • , ' Updated Recommendations and Conclusions^ 1.) The subject sites and soil conditions remain as presented in Referenced Report No 1 ' , .. - ''',. ' ' '- >' :-»\^ '"I :'•''-> .. * "^ 2.) All grading recommendations in Referenced Report No 1 should be incorporated into the proposed site development '- s •'•>'• . _ , ^ ' " ^ i l 3.) Groundwater related problems at the site are not apparent Therefore, due to the dense nature of the underlying sandstone formation at the site, it is our opinion soil liquefaction is unlikely to occur if grading is performed in ,,, accordance with Reference Report No l"-^ ' '''. .' '^ <" ' " ' ": .:, •. '<, '>>',' '•' - "-.',•• ^, ^j-.-= -w -.-^.-•; f';« '„•'••' ^r«'" ,•' • • '^•>?,1 /. .^i'5/ -u! • •";••; .--"-"^ u^ ;w ^ ."'' ^-..'^iv.-"^;;^,^-1^ J,''.^.V^ •-'P n ROY "W>DDO * FCi/YlMDirYl f*A. Of)rfV\ * ^7^V^^ AFV)-111£> FAY r7£W\ 74.1-^WVi\ \J \J\Jr\ OU£3J\J£•- , C.SOL'INU'IIA^, \*l\ £/<2LyCX/ .... \^l'OUjIrfJ\J~\\VO r A\A {/<J\Jf ftl fXJfXs 't j ' •. "n '* ^ \,t/'I: '..••>' '^ ^ : r ': I'- ^ ' i ' ^ \. ), ','-t^i' * ' ^ '., i'i''*; ' .' T ^f : Jl ^ , [ ^ -'x ' '^ •• , '•' 1 t .-j ^. ' ' •' *- ' ; f \^ V'/, •-.<• r^- ', '.' ^ " r i. ji' '' . J '* J1 T " ,T j*~* NORTH COUNTY ,'*3 COMPACTION ; '. & . ENGINEERING, INC:,/' |l ? VT _ ^oi- • - Project No CE-6481 Page 2 4.,) Updated Foundation Recommendations! f '' ••-=•-,, . - ••>,$!_„,.., 0*y ^ <t\. Continuous footing haying a mimmum width of 12 inches and founded a minimum ' j j i /* < ^ ' ' ^ < i *" " i «• -1 • ,j -k- ^* ^ 'H J _j 111 11 t_ i i l_ ' Continuous froh^ v< ,- ,/ r-; For static conditiphs,the preywlihg^soils" wiHtoye an allowable equivalent passive fluid , "' ,. •< ', -^y.'v -i1:,1* 'pressure of 342 psf, increasing 342 psf pjbr.foot in depth Allowable pressures assume walls'are: < ,'; , •»••*• r'.-x, .r A nr jfr ,.,•'!•'••; •-,•., yo1- < i\ ^--•'•w '.vLi^ivf,.,,-jif'-sf-f »•""'. ;> •.••;>.'• ••• < ';. . ., /. a j L " r '• ^. ,%r ' Allowable active pressures may be assumed to be equivalent to the pressure of a fluid weighing <, .. • NORTH COUNTY COMPACTION ENGINEERING, INC.,,,-•; Project No CE-6481 : - ,: ,. ', ; • - PageS • - -,-}\ ••»*., ' ' -• •• '• ,; •,, '^'iv K, ' - . ' «-' r •«'• " ' .: '; •"* " '! " • -/' '• •• • '.. •; "\'f i ' ':- ': < ':' ' » .-i '' 'i'''- <• •>••";' '" ' ' - '' t l V"- ; i > >Allowable active pressures for restrained walls may be assumed to be equivalent to the pressure of a fluid weighing 38 pcf, plus an additional uniform lateral pressure of 8H. H=height of :1 - retained soils above top of wall footing in vertical feet i -, , l r:>-"..'«, te to contact us This opportunity to be of service ^;V;^v>^:. •i ^.'/»:«. , .'• - - -o -~.r,: , • .-, ^ +"..«-.y;^ v •'"••''• f^V -V •-~^»'^»:>; '".s.'-w.'J!,'^ \ *•- T \te/:'v;V:-'r'^<;.;;^av • : :,./,, _ ,<->•• '^ • . -' *;. ,;'^\'?>r Tv -,--;. ,;/'> ; iM'.-i1 - '' l? ^-^- ,= > tn, ,^^>^;- ^',"V' '&< COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES PRELIMINARY SOILS INVESTIGATION for TWO PROPOSED SINGLE FAMILY DWELLINGS 237 Date Avenue Carlsbad, California Prepared for VINEDALE DEVELOPMENT CORPORATION 280-A Chinquapin Avenue Carlsbad, California 92008 August 21, 1991 Project No CL-4156 130)3 0OMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 21, 1991 Project CL-4156 Vinedale Development Corporation 280- A Chinquapin Avenue Carlsbad, California 92008 Subject Two Proposed Single Family Dwellings 237 Date Avenue Carlsbad, California Dear Ms Vine Per your request, we have performed a preliminary soils investi- gation for the subject project The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design Briefly, the investigation reveals favorable soil conditions and in our opinion the site is suitable for the proposed development, pro- vided recommendations set forth in the attached report are adhered to If you have any questions, please do not hesitate to contact us This opportunity to be of service is Respectfully submitted, COMPACTION LABS, INC Ronald K Adams President Resiej&O&VJ&te&Mer 19393 000713 RKA ras cc (3) Submitted (2) Filed Post Office Box 301338, Escondido, CA 92030 • (615)741-5289 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES TABLE OF CONTENTS Page 1 Purpose and Scope 1 2 Location and Description of Site 1 3 Field Investigation 1 4 Soils Conditions 2 5 Laboratory Testing 2 6 Recommendations and Conclusions 2 A Grading B Foundations C Estimated Paving Section D Grading Plan Review Uncertainty and Limitations APPENDIX Appendix A Exploration Legend & Unified Soil Classification Chart Plate No One Boring Location Plan Plate Nos Two & Three Exploration Log Plate No Four Tabulation of Test Results Appendix B Recommended Grading Specifications COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 21, 1991 Project CL-4156 Page 1 PDRPOSE AND SCOPE The purpose of the investigation was to determine if the site is suitable for the two proposed single family dwellings The scope of the investigation was to A Determine the physical properties and engineering characteristics of the surface and subsurface soils B Provide design information with regard to grading, site preparation and foundation design of the pro- posed structure(s) 2 LOCATION AND DESCRIPTION OF SITE The site is located at 237 Date Avenue in the City of Carlsbad, California The two adjoining rectangular shaped lots cover 142 of frontage along Date Avenue and are approximately 113 deep The properties are bordered by single family dwellings to the east, west and south, and Date Avenue to the north Site topography consists of predominantly flat lots pitched down- ward to the north The lots are presently occupied by a single story dwelling, detached garage and storage sheds The house is generally landscaped with shrubs and small trees Lawns and/or grasses are nonexistant An abandoned underground septic tank is present at the southwest corner of the west lot The approximate location of the tank is delineated on the attached Plate No One entitled, Test Pit Location Plan" 3 FIELD INVESTIGATION The field investigation was performed on August 13, 1991 and included an inspection of the site and the excavation of two exploratory trenches, with a backhoe to depths of eight feet Location of test pits are shown on the attached Plate No One, entitled Test Pit Location Plan COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 21, 1991 Project CL-4156 Page 2 As excavation proceeded, representative bulk samples were collected In place natural densities and moisture contents were determined at different depths in the excavations and are included on Plate Nos Two and Three Subsequent to obtaining soil samples, our exploratory excavations were backfilled 4 SOIL CONDITIONS Loose surficial soils (silty-sands) consisting of plowed ground were found to be 1 5 and 2' in depth in Test Pit Nos 1 and 2, respectively Underlying native soils to depths explored were medium dense to dense silty-sands of the coastal terrace deposit Expansive soils were not observed Therefore, no special consider- ation need be given this characteristic Groundwater was not encountered at the time of our investigation, nor did caving of exploratory trenches occur 5 LABORATORY SOIL TESTING All laboratory tests were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM) Tests conducted include A) Optimum Moisture & Maximum Density B) Direct Shear (Remold) C) Sieve Analysis D) Field Density & Moisture E) Expansion Potential (Conducted in accordance with requirements of the City of San Diego Test for Expansive Soils ) Test results are tabulated on the attached Plate Nos Two-Four, entitled 'Exploration Log & Tabulation of Test Results" 6 RECOMMENDATIONS AND CONCLUSIONS General It is our understanding, wood frame construction with slab on grade foundations are planned COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 21, 1991 Project No CL-4156 Page 3 In our opinion, the site is suitable for the proposed single family dwellings Recommendations contained in this report should be incorporated in the planning, design and construction phase of the subject project 6A Grading General Grading at the site will be performed to remove and recompact loose surficial topsoils and to create level building areas to accommo- date slab on grade construction All grading should be performed in accordance with the City of Carlsbad Grading Ordinance and the Recommendations/Specifications presented in this report Subsequent to site demolition, loose surficial top soils (plowed ground), as indicated on the attached Plate Nos Two and Three, should be undercut or removed to firm native ground and recom- pacted in accordance with the attached Appendix 'B entitled, "Recommended Grading Specifications" Firm native ground may be determined as undisturbed soil having an insitu density of greater than 90% of maximum dry density We should be contacted to document firm native ground is exposed and properly prepared prior to filling The removal area should extend under and a minimum of 5' beyond all proposed structures, pools and surface improvements All fill soils generated from earthwork construction should be placed in conformance with the attached Appendix B' entitled, ' Recommended Grading Specifications ' The existing septic tank should be over excavated and hauled off site The excavation backfill soils should be compacted to a minimum of 90% of maximum dry density Particles of asphalt and concrete debris, having a diameter of greater than 6" will not be suitable fill material and should be separated from fines during grading and hauled off site If encountered, leach lines and/or pipes should be removed Concrete pipes may be crushed in place Trench lines should be re- compacted in accordance with Appendix B' Due to relatively shallow removals of loose surficial soils, it is highly probable the foundation bearing zone will be traversed by a COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 21, 1991 Project No CL-4156 Page 4 transition from native to fill Therefore, to reduce structural damage occurring from foundations bearing on two different soils types, the following measure should be employed It is recommended the building area be undercut a minimum depth of 3 and brought back to grade with properly compacted fill This will allow the proposed structure to bear entirely on a compacted fill mat, thus reducing the probability of differential settlement The removal area should extend under and a minimum of 5 beyond the proposed dwelling 6B Foundations General The prevailing on site soils are comprised of nonexpansive sandy materials with above average strength parameters Therefore, con- ventional foundations may be utilized, provided the aforementioned Grading Recommendations are adhered to For One-Story Construction Continuous footings having a minimum width of 12" and founded a minimum depth of 12' below lowest adjacent grade will have an allowable soil bearing pressure of 2000 Ibs per square foot For Two-Story Construction Continuous footings should have a minimum width of 15 and be founded a minimum depth of 18 below lowest adjacent grade Isolated square footings having a diameter of 18 and founded a minimum depth o± 18 below lowest adjacent grade will have an allowable soil bearing pressure of 2500 pounds per square foot All continuous footings are to be reinforced with one #4 bar top and bottom Steel should be positioned 3" above bottom of footing and 3 below top of footing Slabs should be a minimum of 4 thick and reinforced with 6x6, w 1 4 x w 1 4 welded wire mesh or #3 bars on 24 centers (both ways) Reinforcement should be placed near the center of the slab and extended through joints to provide a tension tie with perimeter footings Welded wire mesh is a UBC approved method when properly placed Howevei , it is the past expenence of this firm wire mesh usually ends up in or below the bottom of the slab Theiefore, it COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 21, 1991 Project No CL-4156 Page 5 is our opinion #3 bars placed on 24 centers is a more effective method with regard to concrete slab reinforcement 6C. Estimated Paving Section Structural section for asphaltic paving for the proposed driveways and parking area are based on an estimated subgrade R-value of 45 The following section is provided for bid purposes only Actual sections should be determined subsequent to completion of grading operations Assumed Traffic Index =45 (Light Vehicular Traffic) 2 inches of asphaltic paving on 4 inches of select base coarse on 6 inches of recompacted native subgrade All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of California Business and Transportation Agency, Department of Transportation, Sections 39 and 26, respectively Class III decomposed granite, if used, should have a minimum R-value of 70 and sand equivalent of 30 All materials should be compacted to a minimum of 95% 6D Review of Grading Plan Approved site and grading plans were not available at the time of our investigation Therefore, upon their completion, we would like to review them to assure compliance with the recommendations presented in this report Preliminary site plans used during our investigation were provided by Vinedale Development Corporation, dated August 5, 1991 7 UNCERTAINTY AND LIMITATION Surface and subsurface soils are assumed to be uniform Therefore, should soils encountered during construction differ from those pre- sented in this report, we should be contacted to provide their engineering properties It is the responsibility of the owner and contractor to carry out recommendations set forth in this report COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES August 21, 1991 Project No CL-4156 Page 6 During our investigation of the subject site, evidence of faulting was not encountered Subsequent to review of available geologic literature, we feel any faulting in the vicinity of the site may be classified as inactive However, it should be noted that San Diego County is located in a high seismic area with regard to earthquake Earthquake proof projects are economically unfeasible Therefore, damage as a result of earthquake is probable and we assume no lia- bility We assume the on site safety of our personnel only We cannot assume liability of personnel other than our own It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations governed by CAL-OSHA and/or local agencies Should you have any questions, please do not hesitate to contact us This opportunity to be of service is sincerely Respectfully submitted, COMPACTION LABS, INC Ronald K Adams President Dale R R Registere Geotechnica" RKA ras cc (3) (2) submitted filed COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES EXPLORATION LEGEND UNIFIED SOIL CLASSII-1 CATION CHART SOIL DESCRIPTION 1 COARSE GRAINED More than half of material 1s larger than No 200 sieve size GRAVELS CLEAN GRAVELS More than half of coarse fraction 1s larger than No 4 slevo size, but smaller than 3" GRAVELS WITH FINES (appreciable amount of fines) SANDS CLEAN SANDS More than half of coarse fraction 1s smaller than No 4 sieve size SANDS WITH FINES (appreciable amount of fines) 11 FINE GRAINED More than half of material 1s smaller than No 200 sieve size SILTS AND CLAYS Liquid Limit less than 50 SILTS AND CLAYS Liquid Limit greater than 50 HIGHLY ORGANIC SOILS GROUP SYMBOL GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT TYPICAL NAMES Well graded gravels, gravel- sand mixtures, little or no fines Poorly graded gravels gravel sand mixtures, little or not fines S1lty gravels poorly graded gravel-sand-sllt mixtures Clayey gravels, poorly graded gravel-sand clay mixtures Well graded sand, gravelly sands, little or no fines Poorly graded sands, gravelly sands, little or no fines SUty sands poorly graded sand and silt mixtures Clayey sands, poorly graded sand and clay mixtures Inorganic silts and very fine sands, rock flour, sandy silt or clayey-siIt-sand mixtures with slight plasticity Inorganic clays of low to med- ium plasticity, gravelly clays, lean clays Organic silts and organic sllty clays of low plasticity Inorganic silts, micaceous or dlatomsceous find sandy or sllty soils, elastic silts Inorganic clays of high plas- ticity, fat clays Organic clays of medium to high plasticity Peat and other highly organic soils US CK BG V Undisturbed, driven ring sample or tube sample Undisturbed chunk sample Bulk sample Water level at time of excavation or as indicated APPENDIX 'A1 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES TEST PIT LOCATION PLAN \ TEST PIT LOCATION ) PROPOSED LAP POOL APPROXIMATE LOCATION OF SEPTIC TANK PROPOSED HOUSE PROPOSED HOUSE 2 LOTS 237 DATE STREET CARLSBAD, CALIFORNIA PROJECT NO. CL-4156 PLATE NO.ONE COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES PROJECT NAME EXPLORATION LOG DATE AVENUE, CARLSBAD DATE LOGGED 8/13/91 ELEVATION EXISTING GRADE TEST PIT NO ONE o3 .e Q. CO Q 1- 2- 3- 4- 5- 6- COQ. ^ reCO BG CK CK ^5s 175c0)Q Q 114 6 cQJ Ho to o 2 2 2 0 CM C^ C >55 (Dto ,«ro OT Q. 18 0 CD •2- ^Q.CD D roCO 2' 4' co SI re O SM T Description & Remarks BROWN, HUMID, LOOSE, SILTY-SAND (PLOWED GROUND) —%--*-*— "" ' ^'ORANGE-BROWN, HUMID, MEDIUM DENSE^^^. SILTY-SAND -> ^(FIRM NATIVE) (BECOMES YELLOW-BROWN @ 6') BOTTOM OF TEST PIT PROJECT NO CL-4156 PLATE NO TWO COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES PROJECT NAME. ELEVATION EXPLORATION LOG DATE AVENUE, CARLSBAD DATE LOGGED 8/13/91 TEST PIT NOEXISTING GRADE TWO £=• Q) C. Q.<D 0 1- - 3- 4- 6- 7- 8 05D. _O EroCO BG H^-*" 55 0)Q Q H05 CO^cs- 2 o2 o0 _CJ vO 55 o>w r nro ^ Q_ 19 5 ^s- JC Q.O> Q |- roCO 4' 0 •=1 CO "&V)ro O SM SM Description & Remarks DARK BROWN, MOIST, MEDIUM DENSE SILTY- SAND (PLOWED GROUND) ORANGE-BROWN, MOIST, MEDIUM DENSE SILTY- SAND (FIRM NATIVE) BOTTOM OF TEST PIT PROJECT NO CL-4156 PLATE NO THREE COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS OPTIMUM MOISTURE/MAXIMUM DENSITY SOIL DESCRIPTION TYPE MAXIMUM DRY DENSITY (LB. CU. FT ) OPTIMUM MOISTURE (% DRY WT) ORANGL-BROWN SILTY-SAND PI @ 2'127 00 9 7 EXPANSION POTENTIAL SAMPLE NO. CONDITION INITIAL MOISTURE (%) AIR DRY MOISTURE (%) FINAL MOISTURE (%) FINAL DRY DENSITY (PCF) LOAD (PSF) SWELL (%} PI @ 2' Remold 90% 9 0 2 5 11 4 114 3 150 0 000 Remold 90% NOT APPLICy Remold 90% iBLE DIRECT SHEAR SAMPLE NO. CONDITION ANGLE INTERNAL FRICTION COHESION INTERCEPT (PCF) PI § 2' , Remold 90% 30° 307 Remold 90% MAT /\nm tri•• l^U I -nr r LIU/ Remold 907. Dl Ct&bc PROJECT NO. CL-4156 PLATE NO. FOUR COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES RECOMMENDED GRADING SPECIFICATIONS (General Provisions) 1 INTENT The intent of these specifications is to provide general procedures in accordance with current standard practices regarding clearing, compacting natural ground, preparing areas to receive fill and placing and compacting of fill soil to the lines, grades and slopes deJineated on the available plans Recommendations set forth in the attached 'Preliminary Soils Investigation' report and/or special provisions are a part of the ' Recommended Grading Specifi- cations and shall supersede the provisions contained hereinafter in the case of conflict 2 INSPECTION & TESTING A qualified soils engineer shall be employed to inspect and test the earthwork in accordance with these specifications and the accepted plans It will be necessary that the soils engineer or his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished as specified or indicated It shall be the responsibility of the con- tractor to assist the soils engineer and to keep him appraised of work schedules, changes, new information and dates, and new unfore- seen soils conditions so that he may make these certifications If substandard conditions (questionable soils, adverse weather, poor moisture control inadequate compaction, etc ) are encountered, the soils engineer will be empowered to either stop construction until conditions are remedied or recommend rejection of the work Soil tests used to determine the degree of compaction will be peiformed in accordance with the following American Society for Testing and Materials (ASTM) test methods * Maximum Density & Optimum Moisture Content - ASTM D-1557-70T * Density of Soil In-Place - ASTM D-1566 or ASTM D-2922 & 3017 3 MATERIALS Those soils used as fill will have a minimum of 40% passing a #4 sieve They will be free of vegetable matter or other deleterious substances and contain no rock over 6 in size Should unsuitable material be encountered, the soils engineer will be contacted to provide recommendations APPENDIX 'B' COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES 4 PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6' in thickness Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity of material in each layer When the moisture content of the fill material is below that recom- mended by the soils engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process When the moisture content of the fill material is above that recom- mended by the soils engineer, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is as specified 5 COMPACTION After each layer has been placed, mixed and spread evenly it shall be thoroughly compacted to not less than 90% relative compaction Compaction shall be by sheepsfoot rollers, multiplewheel pneumatic tired rollers or other types of rollers Rolling shall be accomplished while the fill material is at the specified moisture content Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the desired density has been obtained The fill operation shall be continued in 6 ' compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the available plans 6 WALL BACKFILL Backfill soil should consist of nonexpansive sand Compaction should be achieved with light hand-held pneumatic tampers to avoid over compaction and hence cause structural damage Wall backfill should be compacted to a minimum of 90% of maximum density 7 TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of 90% of maximum density APPENDIX 'B TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA 92025 Tel.: (760) 746-5112, Fax: (760) 741-0480 ENERGY CALCULATIONS PROJECT: VINE RESIDENCE 241 DATE AVENUE CARLSBAD, CALIFORNIA DATE: NOVEMBER 14,2001 PROJECT NO.: 01-70 CERTIFICATE OF COMPLIANCE RESIDENTIAL Page 1 CF-1R Project Title Project Address Documentation Author Climate Zone Compliance Method Date 11/10/01 23 04 48******* *v6 01******** Jim & Ln Vine 241 Date Ave Carlsbad, CA 92008 Michelle Hoang TH & A, Inc 125 West Mission Ave, Ste 201 Escondido, CA 92025 760-746-5112 07 MICROPAS6 v6 01 for 2001 Standards by Enercomp, Inc Building Permit # Plan Check / Date Field Check/ Date MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM CF-1R User#-MP2129 User-TH & A, Inc Run-Vine Residence GENERAL INFORMATION Conditioned Floor Area Building Type Construction Type Building Front Orientation Number of Dwelling Units Number of Stories Floor Construction Type Glazing Percentage Average Glazing U-factor Average Glazing SHGC Average Ceiling Height 3252 sf Single Family Detached New Front Facing 0 deg (N) 1 2 Slab On Grade 21 6 % of floor area 0 57 Btu/hr-sf-F 0 53 8 5 ft BUILDING SHELL INSULATION Component Type Wall Roof Door Frame Type Wood Wood None Cavity R-value R-13 R-30 R-0 Sheathing R-value R-0 R-0 R-0 Total R-value R-13 R-30 R-0 Assembly U-factor Location/Comments 0 088 Exterior Wall 0 035 Ceiling 0 330 Front Door FENESTRATION Orientation Window Window Window Window Window Door- Window Window Window Window Window Window Window Window Door Window Door Front Front Front Front Front Front Left Left Left Left Left Left Left Left Left Back Back (N) (N) (N) (N) (N) (N) (E) (E) (E) (E) (E) (E) (E) (E) (E) (S) (S) Area (sf) 16 13 45 12 30 33 8 6 8 30 8 6 14 7 33 30 133 0 5 0 0 0 3 0 0 0 0 0 0 0 5 3 0 4 U- Factor SHGC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 570 570 600 600 600 550 600 600 600 600 600 600 600 600 550 570 550 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 550 550 530 530 530 530 530 530 530 530 530 530 530 530 530 550 530 Interior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins None None None Yes Yes Yes Yes Yes Yes Yes None None None None None None None CERTIFICATE OF COMPLIANCE RESIDENTIAL Page 2 CF-1R Project Title Jim & Ln Vine Date 11/10/01 23 04 48 MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM CF-1R User#-MP2129 User-TH & A, Inc Run-Vine Residence FENESTRATION Orientation Window Window Door Window Window Window Window Window Window Window Window Back Back Back Right Right Right Right Right Right Right Right (S) (S) (S) (W) (W) (W) (W) (W) (W) (W) (W) Area (sf) 13 45 66 15 15 50 13 30 6 6 8 5 0 7 0 0 4 5 0 0 0 0 U- Factor 0 0 0 0 0 0 0 0 0 0 0 570 600 550 600 600 570 570 600 600 570 600 SHGC 0 0 0 0 0 0 0 0 0 0 0 550 530 530 530 530 550 550 530 530 550 530 Interior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Exterior Shading Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Over- hang/ Fins None None Yes Yes Yes None None None None None None SLAB SURFACES Slab Type Area (sf) Standard Slab 1586 HVAC SYSTEMS Equipment Type Furnace ACSplit Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R-value Leakage D Type 0 900 AFUE 10 00 SEER n/a No Attic Attic R-4 2 R-4 2 No No No Setback No Setback WATER HEATING SYSTEMS Tank Type Storage Heater Type Distribution Type Gas Standard REMARKS Number in System 1 Tank Energy Size Factor (gal) External Insulation R-value 0 58 50 R- n/a CERTIFICATE OF COMPLIANCE RESIDENTIAL Page 3 CF-1R Project Title Jim & Ln Vine Date 11/10/01 23 04 48 MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM CF-1R User#-MP2129 User-TH & A, Inc Run-Vine Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specif D cations needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them This certificate has been signed by the individual with overall design responsibility When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section DESIGNER or OWNER DOCUMENTATION AUTHOR Name Mr Brooks A Worthing Name Michelle Hoang Company Plan Services Company TH & A, Inc Address P 0 Box 1041 Address 125 West Mission Ave, Ste 201 Carlsbad, CA 92018 Escondido, CA 92025 Phone (760) 729-3965 Phone 760-746-5112 Signed frMWL^ ^ Signed ' ~ ENFORCEM Name Title Agency Phone Signed (date) MANDATORY MEASURES CHECKLIST RESIDENTIAL Page 1 MF-1R Project Title Project Address Documentation Author Climate Zone Compliance Method Date 11/10/01 23 04 48******* *v6 01******** Jim & Ln Vine 241 Date Ave Carlsbad, CA 92008 Michelle Hoang TH & A, Inc 125 West Mission Ave, Ste 201 Escondido, CA 92025 760-746-5112 07 MICROPAS6 v6 01 for 2001 Standards by Enercomp, Inc Building Permit # Plan Check / Date Field Check/ Date MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM MF-1R User#-MP2l29 User-TH & A, Inc Run-Vine Residence Note Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a) Minimum R-19 ceiling insulation 150(b) Loose fill insulation manufacturer's labeled R-Value *150(c) Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls) *150(d) Minimum R-13 raised floor insulation in framed floors 150(1) Slab edge insulation - water absorption rate no greater than 0 3%, water vapor transmission rate no greater than 2 0 perm/inch 118 Insulation specified or installed meets insulation quality standards Indicate type and form 116-17 Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1 Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2 Fenestration products (except field fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification 3 Exterior doors and windows weatherstripped, all joints and penetrations caulked and sealed 150(g) Vapor barriers mandatory in Climate Zones 14 and 16 only 150(f) Special infiltration barrier installed to comply with Sec 151 meets Commission quality standards 150(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1 Masonry and factory-built fireplaces have a Closeable metal or glass door b Outside air intake with damper and control c Flue damper and control / 2 No continuous burning gas pilots allowed * MANDATORY MEASURES CHECKLIST RESIDENTIAL Page 2 MF-1R Project Title Jim & Ln Vine Date 11/10/01 23 04 48 MICROPAS6 v6 01 File-VINE User#-MP2129 User-TH Wth-CTZ07S92 Program-FORM MF- & A, Inc Run-Vine Residence 1R SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113 HVAC equipment, water heaters, showerheads and , faucets certified by the Commission K 150(h) Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACCA * 150(i) Setback thermostat on all applicable heating and/or cooling systems t/ 150 (j) Pipe and Tank insulation 1 Storage gas water heaters rated with an Energy Factor less than 0 58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater 2 First 5 feet of pipes closest to water heater tank, non- recirculating systems, insulated (R-4 or greater) 3 Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation 4 All buried or exposed piping insulated in recirculating sections of hot water system 5 Cooling system piping below 55 degrees insulated 6 Piping insulated between heating source and indirect hot water tank *l50(m) Ducts and Fans 1 All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3, ducts insulated to a minimum installed level of R-4 2 or enclosed entirely in conditioned space Openings shall be sealed with mastic, tape, aerosol sealant, or other duct-closure system that meets the applicable requirements of UL181, UL181A, or UL181B If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used Building cavities shall not be used for conveying conditioned air Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands 2 Exhaust fan systems have backdraft or automatic dampers 3 Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 114 Pool and Spa Heating Systems and Equipment 1 System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light 2 System is installed with a At least 36 inches of pipe between filter and heater for future solar heating b Cover for outdoor pools or outdoor spas 3 Pool system has directional inlets and a circulation \\ j pump time switch W/r\ 115 Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY MEASURES CHECKLIST RESIDENTIAL Page 3 MF-1R Project Title Jim & Ln Vine Date 11/10/01 23 04 48 MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM MF-1R User#-MP2129 User-TH & A, Inc Run-Vine Residence pilot light (Exception Non-electrical cooking appliances with pilot < 150 Btu/hr) LIGHTING MEASURES Design- Enforce- er ment 150(k)1 Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens This general lighting shall be controlled by a switch on a readily accessible / lighting control panel at an entrance to the kitchen * 150(k)2 Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec 150(k)2 , and recessed ceiling fixtures are 1C (insulation cover) approved COMPUTER METHOD SUMMARY Page 1 C-2R Project Title Project Address Documentation Author Climate Zone Compliance Method Date 11/10/01 23 04 48******* *v6 01******** Jim & Ln Vine 241 Date Ave Carlsbad, CA 92008 Michelle Hoang TH & A, Inc 125 West Mission Ave, Ste 201 Escondido, CA 92025 760-746-5112 07 MICROPAS6 v6 01 for 2001 Standards by Enercomp, Inc Building Permit # Plan Check / Date Field Check/ Date MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM C-2R User#-MP2129 User-TH & A, Inc Run-Vine Residence MICRO PAS 6 Energy Use (kBtu/sf-yr) Space Heating Space Cooling Water Heating Total *** Building complies ENERGY USE SUMMARY Standard Proposed Design Design 2 47 1 59 1 59 3 25 8 76 7 97 Compliance Margin 0 88 -1 66 0 79 12 82 12 81 0 01 with Computer Performance *** GENERAL INFORMATION Zone Type Conditioned Floor Area Building Type Construction Type Building Front Orientation Number of Dwelling Units Number of Building Stories Weather Data Type Floor Construction Type Number of Building Zones Conditioned Volume Slab-On-Grade Area Glazing Percentage Average Glazing U-factor Average Glazing SHGC Average Ceiling Height 3252 sf Single Family Detached New Front Facing 0 deg (N) 1 2 ReducedYear Slab On Grade i 27642 Cf 1586 Sf 21 6 % of floor area 0 57 Btu/hr-sf-F 0 53 8 5 ft Floor Area Volume (sf) (cf) BUILDING ZONE INFORMATION # of Vent Vent Air Dwell Cond- Thermostat Height Area Leakage Units itioned Type (ft) (sf) Credit HOUSE Residence 3252 27642 1 00 Yes Setback 8 0 Standard No COMPUTER METHOD SUMMARY Page 2 C-2R Dro]ect Title Jim & Ln Vine Date 11/10/01 23 04 4E MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM C-2R User#-MP2129 User-TH & A, Inc Run-Vxne Residence OPAQUE SURFACES Surface IOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Roof 7 Door Area U- Insul Act Solar (sf) factor R-val Azm Tilt Gains 460 228 498 644 623 2484 24 )nentat ion IOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Door 7 Window 8 Window 9 Window 0 Window 1 Window 2 Window 3 Window 4 Window 5 Door 6 Window 7 Door 8 Window 9 Window 0 Door I Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window Front Front Front Front Front Front Left Left Left Left Left Left Left Left Left Back Back Back Back Back Right Right Right Right Right Right Right Right (N) (N) (N) (N) (N) (N) (E) (E) (E) (E) (E) (E) (E) (E) (E) (S) (S) (S) (S) (S) (W) (W) (W) (W) (W) (W) (W) (W) Form 3 Reference Location/ Comments 0 088 13 0 90 Yes W 13 2X4 16 Exterior Wall 0 088 13 0 90 Yes W 13 2X4 16 0 088 13 180 90 Yes W 13 2X4 16 0 088 13 270 90 Yes W 13 2X4 16 0 088 13 90 90 Yes W 13 2X4 16 0 035 30 n/a 0 Yes R 30 2X12 16 Ceiling 0 330 0 0 90 Yes None Front Door FENESTRATION SURFACES Area U- (sf) factor SHGC 16 13 45 12 30 33 8 6 8 30 8 6 14 7 33 30 133 13 45 66 15 15 50 13 30 6 6 8 0 0 5 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 3 0 0 0 4 0 5 0 0 0 7 0 0 0 0 0 4 0 5 0 0 0 0 0 0 0 0 0 570 570 600 600 600 550 600 600 600 600 600 600 600 600 550 570 550 570 600 550 600 600 570 570 600 600 570 600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 550 550 530 530 530 530 530 530 530 530 530 530 530 530 530 550 530 550 530 530 530 530 550 550 530 530 550 530 Act Azm 0 0 0 0 0 0 90 90 90 90 90 90 90 90 90 180 180 180 180 180 270 270 270 270 270 270 270 270 Tilt 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Exterior Shade Interior Shade Type/SHGC Type/SHGC Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 76 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 Standard/0 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 :OMPUTER METHOD SUMMARY Page 3 C-2R Project Title Jim & Ln Vine Date 11/10/01 23 04 48 MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-FORM C-2R User#-MP2129 User-TH & A, Inc Run-Vine Residence OVERHANGS AND SIDE FINS Surface Area (sf) TYT -,W J Wdth .ndc He -VT.T_>w — jth f-\, r~ w v Dpth Hgh erhang Left t Ext Rght Ext Ext eft F Dpth J-il Hght Ext ight Dpth T7 -i n Hght HOUSE 4 5 6 7 8 9 10 20 21 22 Window Window Door Window Window Window Window Door Window Window 12 30 33 8 6 8 30 66 15 15 0 0 3 0 0 0 0 7 0 0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 4 5 6 4 2 2 5 6 5 5 0 0 67 0 0 0 0 67 0 0 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Slab 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 SLAB Type n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a SURFACES Area (sf) Tank Type HOUSE Standard Slab HVAC SYSTEMS 1586 System Type HOUSE Furnace ACSplit Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R-value Leakage 0 900 AFUE n/a 10 00 SEER No WATER Attic R-4 2 No Attic R-4 2 No HEATING SYSTEMS ACCA Manual Duct D Eff No 0 809 No 0 779 Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) External Insulation R-value 1 Storage Gas Standard 0 58 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title Project Address Documentation Author Climate Zone Compliance Method ******* *v6 01******** Date 11/10/01 23 04 48Jim & Lii Vine 241 Date Ave Carlsbad, CA 92008 Michelle Hoang TH & A, Inc 125 West Mission Ave, Ste 201 Escondido, CA 92025 760-746-5112 07 MICROPAS6 v6 01 for 2001 Standards by Enercomp, Inc I Building Permit # Plan Check / Date Field Check/ Date MICROPAS6 v6 01 File-VINE Wth-CTZ07S92 Program-HVAC SIZING User#-MP2129 User-TH & A, Inc Run-Vine Residence GENERAL INFORMATION Floor Area Volume Front Orientation Sizing Location Latitude Winter Outside Design Winter Inside Design Summer Outside Design Summer Inside Design Summer Range Interior Shading Used Exterior Shading Used Overhang Shading Used Latent Load Fraction 3252 sf 27642 cf Front Facing 0 deg (N) CARLSBAD 33 2 degrees 38 F 70 F 83 F 78 F 10 F No No No 0 20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar Glazing Conduction Glazing Solar Infiltration Internal Gain Ducts Sensible Load Latent Load Heating (Btuh) 9945 12937 n/a 11432 n/a 3431 37745 n/a Cooling (Btuh) 5668 2021 19638 771 2550 3065 33714 6743 Minimum Total Load 37745 40457 Note The loads shown are only one of the criteria affecting the selection of HVAC equipment Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc , must also be considered It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment MICRCPASl Figure 2 18 Orientation and Plan Azimuth Diagram Note To determine the plan azimuth, stan at the front onentanon and rotate clockwise unnl meenng the desired onentanon V c Back Plan - 'BacK'or 180° (Actual - 210') Front (Entrance) Plan - Front1 or 0° (Actual - 30") Front CDI 3 o oo -• o 1 Note As with architectural drawings, the plan azimuth is determined by an observer starring outside the building looking at the front elevation Plan Azimuths Back 180° 135°225' Left 90°,270* 45'315' 0' Front 2-26 COMPLIANCE 7/15^2 r 992 by En TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA 92025 Tel.: (760) 746-5112, Fax: (760) 741-0480 DISCLAIMER The plan analysis, calculations, and HVAC load calculations performed by TH&A, Inc , as represented in the report are intended solely to demonstrate basic compliance parameters for this project within the context of the California Title-24 Building Energy Efficiency Standards Specifically, the HVAC loads calculations contained in this report are not intended to be used for the purposes of sizing and/or selecting HVAC equipment The California Energy Commission approved computer program used to determine the heating and cooling loads presented in this report is accurate, and the building is built as per the plans given to the author, then the load calculations presented in the report can be assumed to be as accurate as anyone can expect A mechanical c ontractor may use these calculations as a starting point in system sizing and selection Final HVAC sizing and selection should be done by a licensed mechanical engineer or mechanical conn-actor Many factors beyond the scope of this report must be considered prior to final system selection and design, such as exact equipment availability and selection, system controls and location of controls, system air distribution and cycling, Uniform Building Code requirements, Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air conditioning Engineers (AHRAE) TH&A, Inc and the author of these calculations therefore assume no liability for final equipment selection or final system design After proper system, and pnor to any system purchase or installation, please inform us in writing of any changes which may alter the assumptions and calculations contained in this report Failure to do this notification, TH&A, Inc and the author of the calculations shall not be responsible for any problems associated with the Tittle-24 energy calculations City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The Ciiy will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address A P N Project Applicant (Owner Name) Project Description Building Type Residential Number of New Dwelling Units 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 Square Feet Floor Area City Certification of Applicant Information HINTHE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave ad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) Encmitas UnionSchool UisTnct 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encmitas Blvd Encmitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ("Owner1) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Date 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (76O) 602-2700 • FAX (76O) 602-8560 Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))**************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issXie building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL Gatffen Freeman / fl Assistant Superintendent ; NAME OF SCHOOL DISTRICT Business Services C3r!sbsd Un,f?rd rc,1QO| D>stnct DATE ' Carlsbad, Caiiforflia 0 PHONE NUMBER - 9<29/ ic ,; if*0 f PO BOy. J07, SAN FRANCISCO,CA 94101-0807\i'V*X.i.« -. -.-'"- COMPENSATION „ •„•• •- * =-'- . — -„ .£.-'"-"•• •* J ." ,-' - INSURANCE .. " ' ''..".•MH • • H^_ • ^•^•k ^' •"* "** "\~^'~. •; -•">•" ••.• "'•'- '•• ^ r"OlMO CERTIFICATE OF WORKERS' COMPENSATION INSURANCE POLICY NUMBER 046-01 UNIT 0008775 ISSUE DATE 01-01-01 CERTIFICATE EXPIRES 01-01-02 CITY OF CARLSBAD JOB ALL OPERATIONS ATTN BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD CA 92009-^859 This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated This policy is not subject to cancellation by the Fund except upon 30 days' advance written notice to the employer We will also give you 30 days' advance notice should this policy be cancelled prior to its normal expiration This certificate of insurance is not an insurance policy and does not amend extend or alter the coverage afforded by the policies listed herein Notwithstanding any requirement term or condition of any contract or other documentwith respect to which this certificate of insurance may be issued or may pertain the insurance afforded by the policies described herein is subject to all the terms exclusions and conditions of such policies PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS $1,000,000 OO PER OCCURRENCE ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 01/01/01 IS ATTACHED TO AND FORMS A PART OF THIS POLICY ™PLOYER LEGAL NAME G INC BA WORTHING INC CARLSBAD CA 92018 PRINTED 12-16-OO P0409