The URL can be used to link to this page

Home My WebLink About1185 TAMARACK AVE; ; CB022337; Permit02-26-2003 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 Building Inspection Request Line (760) 602-2725 CB022337 1185 TAMARACK AV CBAD RESDNTL Sub Type 2062611400 Lot# $6 283 00 Construction Type Reference # 0 Structure Type 0 Bathrooms SILVERMAN RES-ADD 61 SF TO MASTER BEDROOM RAD 0 NEW Applicant WORTHING INC B A 690 CARLSBAD VILLAGE DR CARLSBAD, CA 92008 619-729-3965 Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 08/12/2002 SB 02/26/2003 02/26/2003 Owner HEBERT T DANIEL&JANET C 1185 TAMARACK AVE CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add I 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 $76 59 Meter Size $0 00 Add'l Reel Water Con Fee $49 78 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1 00 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 $000 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $3400 $2000 $2400 $000 $000 $000 $000 $000 $205 37 Total Fees $205 37 Total Payments To Date $28519 Balance Due t$79 82)- FINAL APPROVAL DATE. CLEARANCE. ct-^PERIVERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO Plan Ck Deposit Validated By Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No* '° -Phase *- '••Total # of-units :B:> ..1° Assessor s Parcel #Existing Use Proposed Use Stories # of Bedrooms # of Bathrooms Name Address City ;3 APPLICANT C] Contractor d Agent for Contractor- d Owner El Agent for Owner Name 4 PROPERTY OWNER Address Address City State/Zip Telephone #Name l::'r CONTRACTOR - COMPANYiNAME ... - ' ''*" W •ji[ih: (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 anvjapphcant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)) \04-l lAEC^D r A Name State License # ^/[ \S (. l_6 ^ ddress License Class JO? """ ' Designer Name Addi State License * feH ?3\ 2*5»14 City ' State/Zfp _ Telephone # ^__ City Business License # ^2 \ "1 Afci^&AO. C A -City State/Zip Telephone 6,! BhWORKERS COMPENSATION ":" " ...^jjh? s ' - •• ••*=.:.:•.:••• ,..^-- -^ ^ hi *:*...!:.•• Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q 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 y^ I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company ~?\ f^\^. "^"UfXlT^ Policy No '22£l~'*-> U r tf IgC/f.? ' Expiration Date \ O ' ^~ *- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) d CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000} ingcjdrtJMrto the cap ot compensation damages as provided for in Section 3706 of the_Labor code interest and attorney s fees SIGNATURE ^\^/JUCTffVlAl(^^^ DATE 6//Z/Q-ZL OWNER BUILDER DEC ION I hereby affirm that I am exempt from the Contractor s I n I as owner of the property or my employees witl (Sec 7044 Business and Professions Code TheVContt cense Law for the following reason wages as their sole compensation will do the work and the structure is not intended or offered for sale ctor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) fj] I as owner of the property am exclusively contracting with licensed contractors to construct thi 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 cind contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) f~1 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 O YES I~|NO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate superviss and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? d YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES d NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? Q YES d NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCTION LENDING AGENCY,^ ,i;jJ J°|F J 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 CERTIFICATION ., : :,: ". ;;. '^ ' " f rf;N-ii:' .M, -°" ,. ••"" ;; I certify that I have read the application and state that the above information is correct and that the mfoimation on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives o-f 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 oy 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 commencedfor^apnod oWeadays (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE "^^K/^^r'r^^' DATE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 05/23/2003 Permit# CB022337 Title SILVERMAN RES-ADD 61 SF TO Description MASTER BEDROOM Sub Type RAD Inspector Assignment JE 1185 TAMARACK AV Lot Type RESDNTL Job Address Suite Location APPLICANT WORTHING INC, B A Owner SILVERMAN TIMOTHY J&LORRI A Remarks Phone 7607293965 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By TERESA Entered By ROBIN Act Comment ft** Associated PCRs/CVs Inspection History Date 04/14/2003 04/09/2003 04/09/2003 04/09/2003 04/09/2003 04/03/2003 04/03/2003 04/03/2003 04/03/2003 03/19/2003 03/19/2003 03/17/2003 03/17/2003 03/10/2003 03/10/2003 Description 17 14 16 18 34 14 24 34 44 14 42 16 21 21 25 Interior Lath/Drywall Frame/Steel/Bolting/Welclmg Insulation Exterior Lath/Drywall Rough Electric Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welclmg Flues/Vents Insulation Underground/Under Flooi Underground/Under Floor Water Heater/Vents Act AP AP AP AP AP PA NR PA NR AP AP AP AP PA AP Insp JE JE JE JE JE JE JE JE JE JE JE JE JE JE JE Comments CLOSET AREA ONLY CLOSET AREA ONLY NAILING OK ON MB FLOOR CRAWL SPACE ADDED SUFFICENT VENTING UNDERFLOOR MB AREA FLOOR AREA FOUNDATION ADDITION COMPLETE FOUNDATION 1ST POUR MOVED TO OUTSIDE OF BUILDING OK EsGil Corporation In Partners/lip witH government for Quitting Safety DATE October 25, 20O2 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O2-2337 SET II PROJECT ADDRESS 1 185 Tamarack PROJECT NAME Silverman Residence Addition and Remodel 1X1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person I | The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bill Ehzarraras Enclosures Struct & Title 24 calc's Esgil Corporation D GA D MB D EJ D PC 10/17/02 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 EsGii Corporation In Partnership witfi. government for Buibting Safety DATE August 26, 2002 a APPUqANT JURISDICTION Carlsbad Q-ptrANREVIEWER a FILE PLAN CHECK NO 02-2337 SET I PROJECT ADDRESS 1 185 Tamarack PROJECT NAME Silverman Residence Addition and Remodel I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I 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 BA Worthing Inc P 0 Box 1041, Carlsbad, CA 92018 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did cadvise the applicant that the plan check has been completed Person contacted Brooks Worthing Telephone # 760-729-3965 Date contacted <?/zWo2.(by f^^ Fax # 760-W o^SH Mail Telephone Vsf^ In Person REMARKS By Bill Elizarraras Enclosures Esgil Corporation D GA D MB D EJ D PC 8/15/02 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 *• Fax (858) 560-1576 Carlsbad 02-2337 August 26, 20O2 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 02-2337 JURISDICTION Carlsbad PROJECT ADDRESS 1185 Tamarack FLOOR AREA 695 sqft Dwelling Add'n STORIES 1 HEIGHT 15' REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEEW COMPLETED August 26, 2002 DATE PLANS RECEIVED BY ESGIL CORPORATION 8/15/02 PLAN REVIEWER Bill Ehzarraras FOREWORD (PLEASE RE-AD) 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 you submit the revised plans Carlsbad 02-2337 August 26, 2002 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans foi 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 EsGiI Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGiI 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 EsGiI Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGiI Corporation is complete 2 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 3 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) 4 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Individual fixed or operable panels, other lhan those locations described above, that meet all of the following conditions i) Exposed bottom edge is less than 18 inches above the floor, and 5 Provide calculations for main horizontal framing members and footings Section 10633 6 Any braced wall panel required by Section 2320 11 3 may be replaced by an alternate braced wall panel UBC Section 2320 11 4 For alternate braced wall panels in one story buildings, show compliance with the following on the plans i) Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0" This applies to Mst Bedroom proposed wall n) Show all shear wall lengths on plans Section 106 3 3 Carlsbad 02-2337 August 26, 2O02 7 Show minimum underfloor ventilation equal to 1 sq ft for each 150sq ft of underfloor area Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides Section 23067 8 Show the location, type and size (BTU's) of all heating and cooling appliances or systems @ Office / Game Room 9 Proposed plans, calculations and worksheets exceed the maximum 20% glazing allowable to comply with current energy package standards Please provide for alternative computer analyses 10 Exterior doors may not swing outward if landing is more than 1" lower than the interior floor level 11 Provide positive connection between addition and existing building at plate lines To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No Q 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 Bill Elizarraras at Esgil Corporation Thank you Carlsbad O2-2337 August 26, 2002 JURISDICTION Carlsbad VALUATION AND PLAN CHECK FEE PREPARED BY Bill Elizarraras BUILDING ADDRESS 1185 Tamarack BUILDING OCCUPANCY R3/U1 PLAN CHECK NO 02-2337 DATE August 26, 2002 TYPE OF CONSTRUCTION VN BUILDING PORTION Dwelling Add'n Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 695 cb Rlrln Pprmit" FPP hv DrHmanrp TF Valuation Multiplier City Estimate By Ordinance Reg Mod VALUE ($) 71,585 71,585 $429 76 Plan Check Fee by Ordinance Type of Review l~~l Repetitive Fee Repeats Complete Review D Other r-n Hourly Structural Only Hour Esgil Plan Review Fee $279 34 $240 67 Comments Sheet 1 of 1 macvalue doc City of Carlsbad Public Works — Engineering DATE BUILDING AD6RESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER BUILDING PLANCHECK CHECKLIST PLANCHECK NO 337 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 L A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see/the attached report of deficiencies marked witn D Ma)?e necessary corrections to plans or specifications/ for compliance with applicable codes ano-stariQards Submit corrected plans and/or specifications to this office for review By ( t FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date V/ATTA'CHMENTS D Dedication Application LJ Dedication Checklist iH Improvement Application J Improvement Checklist i_i Future Improvement Agreement G Grading Permit Application L Grading Submittal Checklist G Right-of-Way Permit Application rj Right-of-Way Permit Submittal Checklist and Information Sheet G Sewer Fee Information Sheet Name ENGINEERING DEPT CONTACT PERSON Karen Saul City of Carlsbad Address 1635 Faraday Avenue Carlsbad CA 92008 Phone (760) 602-.>775 CFD INFORMATION Parcel Map No Lots . <HZ~~~ ^ *-? f Recordation _ Carlsbad Tract §Z)/ levelopmem J|ljucesiMASTERS)FORMS;iCHECKLISTS \BUILpiNG PLANCHECKCKLSt FCRM Jpf. _ _ .L . .__.,. „,,,, --,„,. .- » ^, ,-,^^^ ^^^ ^^^^1635 Faraday Avenue • C arTsbacT CA g2OO8-7314 • (S'e6fl)/o6O2-2720 • FAX (760) 6O2-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN jRD 1 Provide a fully dimensioned site plan drawn to scale Show h< North Arrow Existing & Proposed Structures Existing Street Improvements ., Property Lines JE Easements Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service v>-x X Building pad surface drainage must maintain a minimum slope of one .percent towards an adjoining street or an approved drainage course /Z ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B\ Existing & Proposed Slopes and Topography JZ Size, type, location, alignment of existing or pproposed 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, standards Include on title sheet Site address Assessor's Parcel Number Legal Description -/^^y * Q^ ^ For commercial/industrial buildings and tenant improvement projects, includ total building square footage with the square footage for each different existing sewer permits showing square footage of different uses (manufacturing,/ £ warehouse, office, etc ) previously approved t0'^ EXISTING PERMIT NUMBER DESCRIPTION H \WORD\OOCS\CHKLST\BuiUmg Plancheck Cklsl Form (Generic) doc So I BUILDING PLANCHECK CHECKLIST 1ST oND2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE D CD 4a Project does not comply with the following Engineering Conditions of approval for Project No CH 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D CD 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $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 Ya" 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 EJuildmg Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS D D D 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $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\Buikling Plancheck Cklst Form (RIDDLE HAF1VEY7 12 00) doc n Rev 12/26/96 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 C3 [H D 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 D D D 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the E ngmeering Department Future Improvement Agreement completed by Date n D 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D O D 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) fj O 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 ESuildmg Permit Grading Inspector sign off by Date D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKI_ST\Butlding Plancheck Cklst Form (Generic 7 14-00) doc BUILDING PLANCHECK CHECKLIST ST ND 3RD D 7d No Grading Permit required r-,[J 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS r-/J7J 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 dischai ge 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 1 1 Q Required fees are attached fees requiredQ^N WATER METER REVIEW I2a 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 \WORD\DOCS\CHKLST\BuiMino Plancheck Cklst Form (Generic) doc 1ST 3RD D D 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 fixtui e 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 w,ith 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\BuiUing PBncheck cklst Form (Generic) doc RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future 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 CD O 13 Additional Comments H \WORD\DOCS\CHKLST\Buildin8 Plancheck Cklst Form (Generic) doc * % 2 •g « -g DD PLANNING DEPARTMEN1 BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Address 1 1 Planner Chris Sexton Phone (760) 602-462- APN APto-Ahl- Type of Project & Use S r . Zoning r\~^L General Plan CFD (m/out) #_Date of participation Net Projec t Density.DU/AC Facilities Management Zone _ Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES NO _i/^TYPE Compliance with conditions of approval9 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES DATE NO OTHER RELATED CASES Compliance with conditions or approval9 If not, state conditions which require action Conditions of Approval 0"tH D Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES \—"NO CA Coastal Commission Authority9 YES NO_ If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed9 YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # D Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993 ) Data Entry Completed9 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 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 '-nes (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number D D Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES _ NO ^/ 2 Project complies YES NO D D D Zoning 1 Setbacks Front Interior Side Street Side rtT~Rear A Top of slope Required Required Required Required Required [H 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation 3 Lot Coverage 4 Height Required Required Required Required Required Required Required Spaces Required oo Shown Shown Ila-f4- Shown _ Shown A'o^l Shown Shown Shown Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE DATE H\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 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: SILVERMAN ADDITION 1185 TAMARACK AVENUE CARLSBAD. CALIFORNIA DATE: OCTOBER 9, 2002 PROJECT NO.; 02-105 TH&A, INC. Engineering end Cod« Consultant* 125 West Mission Ave Suite 201 Eacondldo, CA 92025 SHEET NO CALCULATED BY- CHECKED BY __ SCALE __ DATE. DATE. ^ 02, JOB. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA. 92025 SHEET NO . CALCULATED BY.. CHECKED BY SCALE OF DATE. DATE. <C\virv PBOOJC1 ax ! |S«»;« Slieeo' ZOj I i Inc Grew Ibn OUII In OiW PHONE TOU fKl I -800-225-6380 JOB. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA. 92025 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. LL l I9W7 77,6^ / * f 144) fao) ^ .f PROOIX!!« I linn SAW! 205 I JOB. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA. 92025 SHEET NO OF. CALCULATED BY. CHECKED BY SCALE. DATE. DATE. / \ / \T? l IS^gt Sftem! 20i I IPMotaj IK Gnuon Uiss OU?1 loOWPMOW lOUffltt UKB.225-6380 JOB. TH&A, INC. Enainecnng and Code Consultants 125 West Mission Avc Suite 201 Escondido CA 92025 SHEET NO .OF. CALCULATED BY_ CHECKED BY _ DATE. DATE. SCALE to/Alp R * '44 * 10 I 0< ,s^« w«Ui JS ! ;?IOMOI ,'.vegj/'» « G/oion lUa oi<n Jo 0«« PHONE :ou fR£f JOB. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA. 92025 SHEET NO . /L>OF. CALCULATED BY. CHECKED BY SCALE DATE. DATE. JOS. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondldo, CA 92025 SHEET NO .U-3 OF. CALCUUTED BY- CHECKED BY SCALE DATE. DATE. 10.^02- wr of or n y i i'laoM-. ff>aalf :.x Cnm Mm gull loOmiPHONS lOllfREi l-JOO-m-BJO JOB. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido, CA. 92025 SHEET NO . CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. fae-iffyf 1Kb loW, M t JTOOUCT g)4 I (SJ9« Steo'i 2Hi 1 Inc toBn Mass 01471 ToOrteiPHOtt TOU.FREE I-SOO-22S-63SO SHEAR WALL SCHEDULE SYM MATERIAL NAILING 1/2 Gyp Bd 5d Cooler Nails @ 7" OC Unblocked FN & EN 5/8 Gyp Bd 6d Cooler Nails @ 7" OC Unblocked FN & EN 1/2" Gyp Bd 5d Cooler Nails @ 4" OC Unblocked FN & EN 5/8' Gyp Bd 6d Cooler Nails @ 4" OC Unblocked FN & EN 7/8 Siucco w/ 16 GA Staples 6" OC Paper Backed Top & Bottom Plates, Edges Wire Lath & Field of Shear Panel 3/8' Struct 1! 8d @ 6" OC E N & B N C D or C C 12"OCFN Plywood 3/8' Siruci II 8d @ 4" OC E N & B N CDorCC 12-OCFN (3) Plywood 3/8 Struct II 8d@3"OCEN &BN CDorCC 12"OCFN (3) Plywood 3/8 Struct II 8d @ 2" OC E N & B N C D or C C 12" OC FN (2) (3) Plywood 1/2'Struct II lOd @ 3" OCEN & BN C D or C C 12" OC FN (2) (3) Plywood 1/2 Struct I 10d@2"OCEN &BN C D or C C 12" OC FN (2) (3) Plywood n SHEAR VALUE 50#/FT 50#/FT 75#/FT 75#/FT 180#/FT TRANSFER NAILING Ibd @ 12 OC or A35 @ 32" OC 16d @ 12" OC or A35 @ 32" OC 16d @ 8" OC or A35 @ 32" OC 16d @ 8" OC or A35 @ 32' OC 16d @ 8" OC or ANCHOR BOLTS 5/8 xlO @ 48 OC (I) 5/8"xlO @ 45 OC (!) 5/8 xlO @ 48 OC (11 S/8^10 @ 48 OC (1) 5/8 xlO @ 48 OC ('.} 260#/FT 490#/FT 640#/FT 600#/FT 770#/FT A.35 @ 32" OC 16d @ 6" OC or A35 @ 24 OC 16d @ 4 OC or A35 @ 16" OC 16d @ 3" OC or A35 @ 12" OC 16d @ 2" OC or AJ5 @ 9 OC 16d @ 3" OC or AJ5 @ 12" OC 16d @ 2" OCor A35 @ 8" OC 5/8"xlO" @ 24 OC (0 5/8"xlO @ 24 OC (!) 5/8 xlO @ 16 OC (1) 5/8"xlO @ 12 OC (i; 5/8'xlO @ 12 OC (1) 5/8 xlO @ 8 OC (P NOTE. (1) Spacing of anchor bolts and shear transfer nailing shall be reduced by half if shear wall materials are required or bc.h 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 nomimai or wider and na;l on each side is staggered EDGE NAIL (E.N ) 16d NAJLS SPACED —> PER SCHEDULE BN pnmvooo SHEATHING 2x RIM JST OR BLK'C 16d NAJLS PER SCHEDULE OBL TOP PLATE A35 FRAWING ANCHOR SPACED PER SCHEDULE SHEAR TRANSFER W/ 2x4 BLOCKING SHEAR TRANSFER W/ METAL CUPS TABLE 23 II B 1 1997 UNIFORM BUILDING CODE TABLE 23 II B 1—NAILING SCHEDULE (_coCONNECTION 3 Sd1 Joist to sill or girder toenail •' °o i 3 4 5 6 1 * 9 Bridging to |0isi tocnail each end 1 x 6 (25mm x 152 mm) suhfloor or less to cacti joist t'.icc nail Wider than 1 x 6 (25 mm x 152 mm) siibfloor to each joist face nail 2 (51 mm) subt'loor to joist or girder blind and lace nail Sole plate to joist or blocking typical face nail Sole plate to joisl or blocking at braced wall panels Top plate to stud end nail Stud to sole plate Double studs 1 ice nail 1 6d at 3 16d 16 per 4 Sd loenail or 1 6d al 24 2Sd 2 Sd 3 Sd 2 16d (406 mm) o c 16' (406mm) 2 16d 2 16d end nail (610 mm) o cI I 1(1 Doubled lop plates typical face nail : Double top plates lap splice 11 Blocking between joists or rafters to lop plate loenail 16d at 16 (406 nun) o c 8 16d 3 Sd 12 Rim joist to top plate toenail 8d al 6 (152 mm) uc 13 Top plates laps and intersections lace nail 2 16d ! 14 Continuous header two pieces I 15 Ceiling joists to plate toenail 16d at 16 (406 mm) o c along each edge 3 Sd 16 Continuous header to stud loenail 4 Sd I 17 Ceiling joists laps over partitions face nail I IS Ceiling joists to parallel rafters face nail I 19 Rafter to plate toenail 3 Sd I 20 1 (25 mm) brace to each stud and plate face nail i 21 1 v s (25mm x 203 mm) sheathing or kss to each bearing face nail 2 Sd :8d 22 Wider than 1 x 8 (25 mm x 203 mm) sheathing to each bearing face nail 3 8d 23 Buill up corner suids 24 Built up girder and beams 25 2 (51 mm) planks i 2d Wood structural panels and particlt'board - ' Suhtloor and wall sheathing (to training) '/; (12 7 mm) and less 'y/!2 '.'4 (15 mm 19 mm) % 1 (22 mm 25 mm) | I '/x I '/4 (29 mm 32 mm) I Combination subfloor underlaymcnt (to fr inung) . '/4 (19 mm) and less 1 fid at 24 (fiTOnim)oc 20d at 32 (813 mm) o c at top and bollorn and staggered 2 20d at ends and at each splice 2 Hid at each bearing I 1 (22 mm 25 mm) l'/4 (20 mm 32 mm) 6d? Sd4 or 6d- Sd3 KkHorSd-" fid3 Sd5 lOd-'orSd-'1 ' 27 Panel siding (to framtng)- \ '/; (12 7 mm) or less 1 •'Vx (16mm) 2S Fiberboard sheathing '/.> (127 mm| -?s,'-,; (20 mm) No No fid6 Sd" 6d4 6 ga '> 1 sja b Sd4 No Ifi, 4dlu 6d" 21' Interior paneling '/4 (6 4 mm) •'/U (9 5 mm) 'Common or box ivuls may be used except where otherwise stated :Nails spaced al 6 inches (15-2 mm) on cenlei al edges 12 inches (305 mm) al intermediate supports except 6 inches (152 mm) al all supports where spans are 4S inches (1219 mm) or more For irnling of wood structural panel and particleboard diaphragms and shear walls refer to Sections 2315 3 3 and 2315 4 Nails tor wall sheathing may be common box or casing •'Common or deformed shank ^Common •'"Deformed shank ^Corrosion resistant siding or casing nails conforming to the requirements of Section 2304 3 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports ich diameier(fl mm) head and ]'/•> inch (3S mm) leneih for '/•> inch (12 7 mm) sheathing and J3/4 inch (44 mm ) ' i of Section 2304 3 , - --- ,„ .... ., . „ .... ,29 mm) length for '/2 inch (12 7 mm) sheathing and I1/; inch (38 mm) length for --V;,; inch (20 mm) sheathing conforming to the requirements of Section 2304 3 '"Panel supports al Id inches (406 mm) [20 inches (SOS mm) if strength axis in the long direction of the panel unless otherwise marked] Casing or iimsh nails spaced 6 inches (152 mm) on panel edges 12 inches (305 mm) al intermediate supports 1 'Panel supports at 24 inches (610 mm) Casing or finish nails spaced 6 inches (152 mm) on panel edge' 12 inches (305 mm) al intermediate supports rasieneis spaced .1 incnes (/o mm; on center at exterior cages anu o mines (iJ^. mi •^Corrosion resisicinl roofing nails w;ith 7/i,; inch diameter (11 mm) head and l'/2 me length for 2-V.;; inch (20 mm) shealhing^conforming 10 the requirements of Seclto '•'Corrosion icsislanl staples with nominal '/i(j inch (11 mm) crown and 1 '/g inch (29 2-282 TH&A, INC......„ Engineering and Code Consultants 125 West Miss.on Ave Suite 201 e*utii«M •» Escondido CA 92025 ftfCitO ir__ O«TI_ Tel (760) 746-5112, Fax. (760) 741-0480 ICAlf. SPECIFICATIONS/NOTES* GENERAL» 1 ALL DETAILS* SECTIONS AND NOTES SHOWN ON STRUCTURAL DRAWINGS APE INTENDED Tu BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. 2 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WtTH THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE.3 ALL f»nissi«>NS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/MR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING 'WITH ANY UORK INVOLVED. 4 CONTRACTOR Tu PROVIDE ADEQUATE SHORING AND BRACING TO SUPPORT ALL LOADS DURING CONSTRUCTION,a DURING CONSTRUCTION AND PRIUR TO THE INCORPORATION OF. ALL CHAN- GES* REVISIONS. MODIFICATIONS AND/OR DEVIATIONS FROM THE STRUCTURALDRAWINGS SHALL EE BROUGHT TO THE ATTENTION OF, AND OBTAIN APPROVALFRuM THE ARCHITECTi STRUCTURAL ENGINEER AND THE GOVERNING BUILDINGDEPARTMENT. 4 LUMBER/FRAMINGt * 1 ALL *X HORIZONTAL RF/CLG LUMBER TO BE hIN DF»2 U.N.O. 2 ALL 2X HORIZONTAL FLR LUMBER TO BE MIN DF*1 U.N.O. 3 ALL *X L LARGER HORIZONTAL LUMBER TO BE MIN DF «1 U.N.O. 4 ALL GLULAMS TO BE DF/DF COMB 24F-V4 DRY USE U.N.O. 3 ALL 2X VERTICAL LUMBER TO BE MIN DF *2 U.N.O. 6 ALL AX L LARGER VERTICAL LUMBER TO BE MIN DF»1 U.N.O. 7 ALL PLYUD TO BE MIN CD-CC STRUCT II OR CDX, 8 TYPICAL NAILING SCHEDULE AS PER UBC 23-P. ? BUILT-UP BEAMS: DBL 2X MEMBRS TO BE FACE NAILED U/ MIN 16d d n OC STAGGERED TOP/BOT. 3 OR MORE 2X LAMINATIONS TO BE CONN l/2in DIA MB 6 WASHER MIN B 2Mn OC STAGGERED TOP/BOT * 2 EA END. 10 CARRY ALL POSTS & DBL STUDS DOWN TO FOUNDATIONS. BLOCK SOLID AS RE'k'D FOR FULL BRG fl FLR LINES. • CONCRETEI PROVIDE MINIMUM BAR COVERAGE OF 3in FOR CONCRETE CAST AGAINST EARTH OR MINIMUM 2in FOR ALL FORMED CONCRETE. CONCRETE AS PER ASTM C-130 (AGGREGATES PER ASTM C-33)i TYPICAL PORTLAND CEMENT TYPE^ZT USE GRADE 'C' MIX 1:2-l/2«3-l/2 W/ MAX 7-1/2 GAL WATER PER SACK OF CEMENT. • TH&A, INC. Engineering and Code Consultants 125 West Mission Ave Suite 201 Escondido CA 92025 Tel (760) 746-5112, Fax (760)741-0480 O4CETNO .OF ir Of.1l. CONCRETE: f ALL CONCRETE TO REACH MIN ULT COMPRESSIVE STRESS OF 25"00 PSI a 28 DAYS U.N.O, MASONRY: 1 CONCRETE MASONRY UNITS TO BE NORMAL WEIGHT HOLLOW LOAD BEARING TYPE CONFORMING TO ASTM C-90. MASONRY UNITS SHALL BE CLEAN AND FREE OF ALL SUBSTANCE THAT MIGHT IMPAIR BOND AND SHALL EE STORED UNDER COVER ON THE JOB. . ALL CONCRETE MASONRY UNITS TO BE GRADE N-II u N.O 3 MIN COflPRESSIVE STRENGTH OF ALL MASnNRY UNITS SHALL BE 1500 PSI 4 TYPICAL TYPE 'M' MORTAR: 1 PART CEMENTi 3-1/2 PARTS SAND, 1/4 PART LIME PUTTYi CONFORM W/ ASTM C-270. WATER CONTENT SHALL BE MIN RE^'D FOR WORKING CONSISTENCY. MIN 2000 PSI. 5 GRi'UT MIX SHALL BE 1 PART CEMENTi 3 PARTS SAND AND (OPTIONAL) 1/10 PART LIME PUTTY. ADD UP TO 2 PARJ3 PEA GRAVEL WHERE SPACES EXCEED 2in MIN. 28 DAY ULT STRENGTH OF GROUT SHALL EE 2000 PSI. USE SUFFICIENT WATER TO PRODUCE POURING CONSISTENCE W/0 SEGREGATION RE INF STL: ALL PEINF STL TO BE MIN ASTM-A613 GRADE 40 U.N.O. •1EI.DED RE LAP ALL MESH MIN 2 MODULES. ALL REINF BARS SHALL BE ACCURATELY & SECURELY PLACED BEFORE POURING CONC OR APPLYING MORTAR OR GROUT. STRUCT STLS 1 ALL STEEL TO CONFORM TO ASTM-A36 U.N.O. 2 DETAILING & FABRICATION PER AISC - LATEST EDITION. 3 ALL STEEL PIPES TO CONFORM TO ASTM A33 GRADE B U.N.O. FASTENERS: 3 A 3 ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT. ALL BOLTS TO BE MIN ASTM-A307. BOLT HoLES: MAX l/16in LARGER THAN BOLT DIA. ALL BOLTS BRG ON WOOD TO USE M.I. WASHER UNDER HEAD & NUT. LAG B«»LTSi LEAD HOLES FOR SHANK TO BE SAME AS SHANK', THREADED PORTION TO BE 60-70% OF SHANK DIA. ALL NAILS TO BE COMMON U.N.O. tMtCT NO U «£- OF . Engineering and Code Consultants 125 West Mission Ave Suite 201 CALCULATE nr f_{U DATE. Escondido CA 92025 CHICKED IY DATE. Tel (760) 746-5112, Fax. (760) 741-0480 tcnt FASTENERS: 7 USE FULL NAILING/BOLTING 3 ALL CONNECTORS U.N.O. FOUNDATIONS: 1 PROVIDE MIN CODE REQUIREMENTS FOR ALL FOUNDATIONS UNO 2 ALL CONT/ISOLATED FTG5 TO BE PLACED MIN in INTO COMPETENT ERG SOIL OR BEDROCK. 3 ACQUISITION OF A SOILS REPORT IS RECOMMENDED FOR ALL JOBS IF NO SoILS REPORT IS AVAlLAELEt ASSUM'D SOIL TYPE L BRG VALUE USED IN CALCULATIONS ARE SUBJECT TU BUILDING DEPT APPROVAL ENGR WILL NOT BE HE.LD RESPONSIBLE FOR ELDG DEPT APPROVED VALUES 4 SEE FOUNDATION PLAN FOR ALLOWABLE SOIL ERG PRESSURE RETAINING WALLS: 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB. 2 RESPONSIBILITY FoR ACCURATELY DESCRIBING THE SITE CONDITIONS ] RESTS ON THE CLIENT. REVIEW CALCULATIONS IMMEDIATELY TO DETERMINE j WHETHER CONSIDERATION WAS GIVEN IN WALL DESIGN FOR ADJACENT FTGi j VEHICLE OR BACKSLUPE SURCHARGES. CONTACT THIS OFFICE IMMEDI A.TEi.v j IF THERE IS ANY QUESTION REGARDING THIS MATTER. 3 IF No SOILS REPORT IS AVAILABLE) ASSUM'D SOIL TYPE i BRG VALUE USED IN CALCULATIONS ARE SUBJECT TO BUILDING DEPT APPROVAL A 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 BRG SOIL AS DEFINED BY SOILS REPORT OR APPROVED STANDARD PRACTICE. RECOMMENDATIONS OF SOILS REPORT TO SUPERCEDE THIS MIN REQUIREMENT 7 BOTTOM OF PAD TO BE MIN 5' FROM DAYLIGHT* MEASURED IN A HORIZ DIRECTION FROM THE NEAREST BOTTOM EDGE OF PAD, 8 PROVIDE EITHER A MIN 12in x 12in GRAVEL POCKET B BASE OF WL WITH 4m DIA PVC PERFORATED DRAIN PIPE TO DAYLIGHT, OR MIN 2 SQ IN WEEP HOLES 3 BASE OF WALL STEM TO ADJACENT GRADE 3 ABin 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 REQ'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. 1± ALL BACKFILL MATERIALS TO BE GRANULAR, i.*. SANDi GRAVEL) OR SOIL APPROVED BY PROJECT SuILS ENGINEER. CERTIFICATE OF COMPLIANCE RESIDENTIAL Page 1 CF-lR Project Title Project Address Documentation Author Climate Zone Compliance Method ******* *v6 01******** Date 10/10/02 04 48 39Mr & Mrs Silverman 1185 Tamarack Carlsbad, CA 92008 T Q H 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-SILVERMA Wth-CTZ07S92 Program-FORM CF-lR User#-MP2129 User-TH & A, Inc Run-Office/Game Room 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 635 sf Single Family Detached New Front Facing 270 deg (W) 0 3 1 Slab On Grade 24 6 % of floor area 0 4 Btu/hr-sf-F 0 53 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments wall Roof Wood R-13 R-0 R-13 Wood R-30 R-0 R-30 FENESTRATION 0 088 Exterior Wall 0 035 Ceiling Orientation Window Window Door Window Skylight Front Front Front Back Horz (W) (W) (W) (E) Area (sf) 44 44 20 24 24 0 0 0 0 0 U- Factor 0 0 0 0 0 400 400 400 400 400 SHGC 0 0 0 0 0 530 530 530 530 550 Interior Shading Standard Standard Standard Standard None Exterior Shading Woven Woven Woven Woven None Over- hang/ Fins Yes Yes Yes Yes None THERMAL MASS Type Area Thickness Exposed (sf) (in) Location/Comments SlabOnGrade Yes 635 3 5 Exposed S° COMPENSATION INS U R A N CE PO BOX 807, SAN FRANC!SCO,CA 94101-0807 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE O1-01-02 POLICY NUMBER 046-02 UNIT 0008775 CERTIFICATE EXPIRES 01-01-03 CITY OF CARLSBAD ATTN- BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD CA 92009-^*859 JOB ALL OPERATIONS 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 document with 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 00 PER OCCURRENCE ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 01/O1/02 IS ATTACHED TO AND FORMS A PART OF THIS POLICY EMPLOYER LEGAL NAME B A WORTHING INC PO BOX 10U1 CARLSBAD CA 92018 B A WORTHING, INC PRINTED 12-18-O1 P0409