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HomeMy WebLinkAbout1013 DAISY AVE; ; CB990980; Permit04/21/1999 City of Carlsbad Residential Permit Permit No CB990980 Building Inspection Request Line (760) 438-3101 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title 1013DAISYAVCBAD RESDNTL 2144221600 $54,731 00 6 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms RAD 0 VN 480 SF 1 STORY ADD/508 SF DECK Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check# ISSUED 03/12/1999 RMA 04/16/1999 04/21/1999 Applicant TEKTON MASTER BUILDERS 2235 ENCINITAS BLVD ENCINITAS.CA 92024 619-436-3333 8833 04/21/99 0001 01 Owner ^p^y ANSARI RASHAD&PAMELA TRUST 09-12 1013 DAISY AVE. CARLSBAD CA \ (92009"'A \ /^V-o/v , \ / '•- J /--, \ 02 452-55 Total Fees $72545 • , Total Payments To Date ;\$272 90 ^<o Balstnce Due $45255/ ,;- \:- / "/•//i/xr.o'C* \ VJr' \\ Building Permit | Add'l Building Permit Fee | Plan Check 1 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 $424 23, $0 00," > $275 fsY' \ $547/ $0 00' :>, $000^$p6o^-~ --•("$0 00 ,, '••$o''po//'•-,$000 :$o oo. $000 " $000 $000 $000 $000 \ *•''c/ r -*~.~v-=r"^;:*;" s:Recl Watef Con Jjyieter.Size ^ '.r 1/Vdd'llRecl- Water Con Fee" \ [GFD Payoff Fe;eV / iNCC vjPFFiCFp.Furid)/ (License tax / ^iJicense Tax (CFD^und) Traffic..lmp'act.Fee\^''"~' / Traffic Impact •(CFD'Fundj ELECTRICAL TOTAL MECHANICAL TOTAL Housing impact Fee Housing InLieu Fee Master Drainage Fee Sewer Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2000 $000 $000 $000 $000 $000 $725 45 Inspector FINAL APPROVAL Date n-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 CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr, Carlsbad CA 92009 (760)438-1161 ! 1 PRbJECTilNFORMATION FOR OFFICE USE ONLY PLAN CHECK NO Plan Ck Deposit Validated By Date Address (include Bldg/Suite #) Legal Description Business Name (at this address) L.I— Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Proposed Use #of Stories # of Bedrooms [2:;;.C6NtACWERSONJ,fa,«erentfrpmapIiantGL: .3 Ki # of Bathrooms .02 ,„ 90 Name Address I City ;:-::{|3':Agem%Tclmtra<?tpr;: • O^wnerJ§-.Q,A:gent''for Owner State/Zip Telephone #Fax # .JEK- :f 1 Name 14* PROPERTY OWNER ""Due Address City State/Zip Telephone # Address City State/Zip Telephone #Name 157 CONTRACTOR 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 IChapter 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 7Q31 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name State License #~&>~ V State/Zi; City Business License # TDesigner Nsfne State License # Address City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations O I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued J2\ 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 i Insurance Company^'.iA^i T3. ^LJCx>W\KjtX I k>& . f - .«•*. Policy No |\j Sa£»'44'4L)S' 3 Expiration Date 16—I ~< (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n 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 dollarsjMlOO 000) in addition to the cost of compensation/^damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE j£jff&&~^>3-^( ) ^-^-fA^,^-f^~ r-/ DATE **> /I ~2-/*=*<=-, 7 a^61/VNER..iUILDERlDECLAR'ATION ' "!'• "'""pf! &:> it . * ,\{f ||FIrL ::;:;:: I hereby affirm that I am exempt from the Contractor s License Law for the following reason n I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) n 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) 0 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 l~lNO 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) PROPERTY OWNER SIGNATURE DATE [COMPLETE THIS SECTION fQfcNON RESiDENTIAL BUILDING PERMITS ONLY ^r«~ —^,, ^ ., 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? l~l YES l~l 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~l YES O NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? d YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT !*_•£ coNSTFiy^ 1MS;.:,.;:.,... i,,, ..7IJ — ..^,,77JPW : ... .: ..:»:i U :'.' ..,„ .„ > .. ... ,• ;-: , , ,• • i "17' „. 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 •f: AP~PLICAjff CERfrFiCAtiON 7 "1KI T "~ ""711ft "777JF7 ' ~'"'h'a --^gWyfif ' T:l" "r" ; ^7%! 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 CitV 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 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the_work is commenced for a period of 180 days (Sect/m 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE f 180 days (Secyon ^-~-* —DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Inspection Request ! For 11/12/99I Permit# CB990980 Title 480 SF 1 STORY ADD/508 SF DECK Description Type RESDNTL Sub Type RAD Job Address 1013 DAISY AV Suite Lot 0 Location APPLICANT TEKTON MASTER BUILDERS Owner ANSARI RASHAD&PAMELA TRUST 09-12-91 Remarks Inspector Assignment DA Phone 7605195864 Inspector Total Time Requested By KELLY Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments - Inspection History Date 10/29/99 9/17/99 7/2/99 6/28/99 6/25/99 6/25/99 6/18/99 6/18/99 6/18/99 6/10/99 6/10/99 6/9/99 6/8/99 5/28/99 5/25/99 5/24/99 5/13/99 Description 89 Final Combo 89 Final Combo 17 Interior Lath/Drywall 16 Insulation Act NR CO AP AP 14Frame/Steel/Bolting/Weldmg WC 16 Insulation CO 14Frame/Steel/Bolting/Weldmg AP 34 Rough Electric AP 44 Rough/Ducts/Dampers AP 14 Frame/Steel/Boltmg/Weldmg WC 15Roof/Reroof 15Roof/Reroof AP CA 83 Roof Sheathing/Ext Shear AP 13 Shear Panels/HDs 13 Shear Panels/HD's 13 Shear Panels/HDs 1 1 Ftg/Foundation/Piers PA PA PA AP Insp DA DA RB SP RB RB SP SP SP SP SP SP SP SP SP SP SP Comments DECK S D SEE NOTICE ATTACHED 2ND LAYER DONE ON 6/8 3RD LAYER SHEAR 2ND LAYER TRIPLE SHEAR WALL AREA TRIPLE SHEAR WALL AREA NOTICECITY O'F CARLSBAD " ^ ^^ " " ^^ ~"" (760)438-3550 BUILDING DEPARTMENT ,. 2075 LAS PALMAS DRIVE DATE (0 ^ > x^?y TIME_ LOCATION_ PERMIT NO Pfry L IFOR INSPECTION CALL (760) 438-3101 RE-INSPECTION FEE DUE1? L. I YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P O Box 1 78403 San Dieao. CA 921 77-8403 Phone (61 9) 855-9252 SPECIAL INSPECTION REPORT EPQXY ANCHOR_ _ ______ PROJECT Ansari Residence FILE R9E15 ADDRESS 1 01 3 Daisy Avenue, CarlsbadrCA REPORT DATE 05/1 5/99 PERMIT NUMBER CB990980 PLAN FILE NUMBER N/A MATERIAL TYPE. GRADE, SOURCE A-61 5 & A-307 Steel Simpson Epoxy ICBO 5279 Inspection Date Report 05/1 3/99 Performed Epoxy Anchor Inspection Location and extent of work inspected include - Installing one 5/8 threaded rod for hold down at existing dining room per 1 8/S-4 Installing twelve #5 rebar dowels into existing footings per detail 1 7/S-4 Holes were blown clean prior to installation WORK INSPECTED CONFORMS WITH APPROVEDjPLANS AND SPECIFICATDNS UNLESS OTHERWISE NOTED Inspection performed by Carl Schmidt 642 Signature of Special Inspector Certification # cc City of Carlsbad Tekfon File R2 CARL SCHMIDT REGISTERED SPECIAL INSPECTOR P O Box 178403 San Diego. CA 92177-8403 Phone (619) 855-9252 SPECIAL INSPECTION REPORT FIELD WELDING PROJECT Ansari Residence FILE R9F19 ADDRESS-1013 Daisy Avenue, Carlsbad, CA REPORT DATE 06/19/99 PERMIT NUMBER CB990980 PLAN FILE NUMBER N/A MATERIAL TYPE. GRADE. SOURCE A-36 & A-53 Steel, E7018 Electrode Inspection Date Report 06/18/99 Performed Field Welding Inspection Location and extent of work inspected include - Visually inspected joint fit-up and welding of shear clip to 3" pipe center column on spiral stair per detail 14/S-4, and column to baseplate - Observed certified welder for proper procedures and techniques WORK" INSPECTED CONFORMS WflH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Inspection performed by Carl Schmidt 642 Signature of Special Inspector Certification # cc City of Carlsbad Tekton File R2 CARL SCHMIDT REGISTERED SPECIAL INSPECTOR 3880 Adams Street Carlsbad. CA 92008 Phone (619) 865-9252 SPECIAL INSPECTION REPORT PROJECT &„ scjn' #*s, e/^c-e . FILE ADDRESS /£>J3 ]>* 7jy ^ i/-e , Ct»r'st>^J. REPORTDATE PERMIT NUMBER ^V-Jgo PLAN FILE NUMBER _ MATERIAL TYPE, GRADE. SOURCE /?--S~J. tf ^ ~~ILI~~ i ' Inspection Date Report Building Number Performed /v € /^/ (^ /& !«Q Inspection Location and extent of work inspected include /A 0 -f j'A-e«=ir c ///^ 7^ 3 '' ,r *o 6. i*. a t^&lurr,^ 7-0 J WORK INSPECTED CONFORMS WTTH APPROVED PLANS AND SPECIFICATIONS Inspection performed by Carl Schmidt 642 Signature of Special Inspector Certification # cc EsGil Corporation In Partners/lip With government for 'Building Safety DATE APRIL 13, 1999 O^AEELJCANT JURISDICTION CARLSBAD Q PLAN REVIEWER a FILE PLAN CHECK NO 99-980 SET II PROJECT ADDRESS 1O13 DAISY AVE. PROJECT NAME SFR ADDITION FOR ANSARI 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 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 Please submit a legible copy of the pre-approved spiral stairs to the city for verification per sheet A-3 By Ali Sadre I Enclosures Esgil Corporation D GA D MB O EJ D PC 4/7 trnsmtldot 9320 Chesapeake DnvejSuite 208 + San Diego, California 92123 4 (619)560-1468 + Fax (619) 560-1576 EsGil Corporation In fartnersfiip with government for 'Buififm^ Safety DATE MARCH 22, 1999 "~JURi JURISDICTION CARLSBAD a PLAN REVIEWER a FILE PLAN CHECK NO 99-980 SET I PROJECT ADDRESS 1O13 DAISY AVE PROJECT NAME SFR ADDITION FOR ANSARI 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 DAVIS WOODWARD 90B N COAST HWY 101, ENCINITAS, CA 92024 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 Ali Sadre Enclosures Esgil Corporation D GA n MB n EJ n PC 3/15 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (619)560-1468 4 Fax (619) 560-1576 CARLSBAD 99-98O MARCH 22, 1999 GENERAL PLAN CORRECTION LIST JURISDICTION CARLSBAD PROJECT ADDRESS 1013 DAISY AVE DATE PLAN RECEIVED BY ESGIL CORPORATION 3/15 REVIEWED BY Ah Sadre PLAN CHECK NO 99-98O DATE REVIEW COMPLETED MARCH 22, 1999 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 10643, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law 1 Please make all corrections on the original tracings and submit two new sets of prints to ESGIL CORPORATION 2 To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans 3 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? Q Yes Q No 4 Please show ICBO approval number for the spiral stairs 5 Please show the outline of the trellis and deck on sheet A1 similar to the foundation and roof farming plans Please provide specifications for Lexan per 1/A-4 for deck guardrail CARLSBAD 99-98O MARCH 22, 1999 7 Please reduce the deck area not to exceed 400 square feet Alternatively, change the spiral stairs 8 Please note on plans which method is used for compliance with T-24 , i e , which package, etc 9 Please specify all trellis members size and spacing on S-3 Some are unlabeled 10 Please specify the other steel tube (perpendicular to DB-6) framing into the spiral stairs on S-3 11 Please show straps connecting new to existing construction at top plate 12 Note on plans the construction debris will be recycled 13 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact All Sadre at Esgil Corporation Thank you CARLSBAD 99-98O MARCH 22, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD PREPARED BY Ah Sadre BUILDING ADDRESS 1013 DAISY AVE BUILDING OCCUPANCY R3 PLAN CHECK NO 99-98O DATE MARCH 22, 1999 TYPE OF CONSTRUCTION VN BUILDING PORTION BUILDING AREA (ft2) VALUATION MULTIPLIER VALUE ($) LIVING AREA 480 39,000 7^40 ^REtTJS" Air Conditioning Fire Sprinklers TOTAL VALUE 47,250 K| 1994 UBC Building Permit Fee Q Bldg Permit Fee by ordinance $ 389 73 £<] 1994 UBC Plan Check Fee G Plan Check Fee by ordinance $ 253 32 Type of Review [X] Complete Review Q Structural Only O Hourly Q Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 202 66 Comments Sheet 1 of 1 macvaluedoc5196 CARLSBAD 99-98O MARCH 22, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD PREPARED BY Ah Sadre BUILDING ADDRESS 1O13 DAISY AVE. BUILDING OCCUPANCY R3 PLAN CHECK NO 99-980 DATE MARCH 22, 1999 REVISED 4/16/99 TYPE OF CONSTRUCTION VN BUILDING PORTION LIVING AREA DECK/STAIR/ TRELLIS Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) 500 750 VALUATION I! VALUE MULTIPLIER _| ($) 7& 98 11 ^9 ono 4n noo 8,250 17 0f5Q 57 °50 £3 1994 UBC Building Permit Fee Q Bldg Permit Fee by ordinance $ 49375 [X] 1994 UBC Plan Check Fee Q Plan Check Fee by ordinance $ 32004 Type of Review ^ Complete Review Q Structural Only Q Hourly []] Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 256 75 Comments Sheet 1 of 1 macvaluedoc5196 City of Carlsbad Engineering Department DATE !///$'/<?<? BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS _____ 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 [A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please sea. thg. attached report of deficiencies marked wittjJ3'"'1v1ake 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 Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT v_ ^ Date ^ATTACHMENTS J Dedication Application .' Dedication Checklist - Improvement Application _ Improvement Checklist _! Future Improvement Agreement J Grading Permit Application .} Grading Submittal Checklist : Right-of-Way Permit Application j Right-of-Way Permit Submittal Checklist and Information Sheet - Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 2075 Las Palmas Dr Carlsbad, CA 92009 Phone (619) 438-1161, ext 4510 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 CA 92OO9-^576 • (760) 438-1161 • FAX (760) BUILDING PLANCHECK CHECKLIST / 81 - SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Property Lines B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets i G Driveway widths 2 Show on site plan 1 Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " )Existmg & Proposed Slopes and Topography 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Q Q 4a Project does not comply with the following Engineering Conditions of approval for Project No Q Q 4b All conditions are in compliance Date H \WORD\DOCS\CHKLST\Building Planctieck Cklsl BP0001 Form JJ doc oRD/ BUILDING PLANCHECK CHECKLIST 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 $ , 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 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 $ , 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 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 Q 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 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 H \WORD\DOCS\CHKLST\Building Plancheck Cklst BP0001 Form JJ doc BUILDING PLANCHECK CHECKLIST •i st/ 2nd^ 3^^ Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Q Q Q 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 Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) Q Q Q 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 Q Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q 7d No Grading Permit required Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS Q Q 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, tiemg into public storm dram, sewer and water utilities Right-of-Way permit required for BUILDING PLANCHECK CHECKLIST H \WORD\DOCS\CHKLST\Buildins Plancheck Cklst BP0001 Forni JJ doc A Rev 12/26/96 pnd/ ord/ Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page Q Q 10 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 153, for assistance Industrial Waste permit accepted by Date Q Q 11 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 I Q 12 Q ReqfJired fees are attached axNo fees required I Q 13 Additional Comments H \WORD\DOCS\CHKLST\BuikJmg Planctieck Cklst BP0001 Form JJ doc o- ° ac PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address HLlSDajs-Plan Check No Planner Paul Godwin APN Phone (619) 438-1161, extension 4329 Type of Project & Use Sfft ftdji4*an Net Project Density Zoning p. 1 General Plan fiLPO Facilities Management Zone DU/AC CFD (m/nntt Circle One Date of participation Remaining net dev acres (For non-residential development Type of land used created by this permit ) Legend /\ Item Complete Environmental Review Required DATE OF COMPLETION --_ YES Item Incomplete - Needs your action _ NO )( TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval' If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES A. CA Coastal Commission Authority' YES NO If California Coastal Commission Authority Contact them at - 3111 Cammo Del Rio North Suite 200, San Diego CA 92108-1725, (619) 521-8036 "*" YES NO Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? 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 I [ Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21 1993 ) Data Entry Completed? YES NO (A/P/Ds Activity Maintenance enter CBtt 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 Zoning || || 1 Setbacks Front Interior Side Street Side Rear Required Q 0 Required 6' 1* Required — Required 16 ~ V Shown Shown Shown Shown am! \V- ty" Accessory structure setbacks Front -—-^___^^ Required Interior Side —Required Street Side Required Rear Required Structure separation Required X 3 Lot Coverage | 4 Height Required Required Shown Shown Shown ShowT Shown Shown Shown | | 5 Parking I Spaces Required «/ cor a0 r Shown O_ Guest Spaces Required "'Shown Additional Comments. Due gL on MO°/O P-f yfj u, OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE I I 1 1 I I 1 1 I I I I I 0 1 I I BAD INC. STRUCTURAL mAiialysis & Design JOHN IMANDOUST PE 514VIADELAVALLE SUITE 306 SOLANA BEACH CA 92075 TEL [619)792-6055 FAX (619)755-5669 STRUCTURAL CALCULATIONS FOR ANSARI ADDITION INDEX Loads : Deck Framing Lateral Forces Foundation ci 2-22 I I I I I I I I I 1 1 f I I I II I I 1 EAD INC. STRUCTURA CONSULTANT B/4na/>v/.s & I^LL, :H.tf. PROJECT NAME PROJECT NUMBER PREPARER _._.J?r. DATE *^(. SHEET / OF / toit f i \ ~- - i /- - --• - — -*.5 b /fab /tgif'o.c) ft ftp E A D , Inc 514 Villa de la Valle, Suite 306 Solana Beach, CA 92075 ' (619)792-6055 ' Title ANSARI ADDITION Dsgnr K P Description Scope Job* 9916 Date 4 56PM 1 MAR 99 J Rev MUOU1 Single Span Beam Analysis 1 Description DJ1, USE 11-7/8"TJI/PRO350 @16"O C , M=5k' V=1 4k | General Information Center Span 14 Left Cantilever Right Cantilever Uniform Loads On Center Span #1 0 073 Query Values Center Location Moment Shear Deflection Summary | Moments Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 1 50 ft Moment of Inertia 232 350 m4 ft Elastic Modulus 1 700 ksi ft Beam End Fixity Pin-Pin 1 On Left Cantilever On Right Cantilever k/ft #1 k/ft #1 k/ft i 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft 0 00 k-ft 0 00 k-ft 0 00 k-ft 0 53 k 0 00 k 0 00 k 0 00000 in 0 00000 in 0 00000 in Shears Reactions 1 92 k-ft at 7 26 ft @ Left 0 53 k @ Left 0 53 k 000 k-ft at 1450ft ©Right 053k ©Right 053k 0 00 k-ft Maximum 0 53 k 0 00 k-ft Deflections ©Center -0184m at 724ft 1 92 k"ft © Left Cant 0 000 in at 0 00 ft @ Right Cant 0 000 in at 000ft (c) 1983 97ENERCALC c \enercalc\ansari ecw DECK BEAMS KW 0601451 Ver504 10 Dec-1997 Win32 o 07 k/n nrn TTI TT TrrnTn'iTTTTTm TTITTTTITI' IT rrrrn" 10 07 mM T M T f M T t T 7 T T T T T T M » T T » T T T T T T M T T T » T T M M M f * 14 50 ft Mmax = 1 92 k ft al 7 26 ft from left Dmux = 0 1841 in at 7 23 ft from left Rl = 0 530 k Vmux @ Lft = 0 530 k Rr = 0 530 k Vmax @ rt = 0 530 k ono Local y Deflation (in) 1 45 435 5 80 870 Location Along Member (ft) 10 15 11 60 1305 1450 Off Bending Moment (k ft) 000 Shear Load <k) 1 45 l,ocation Along Member (ft) 435 5W>7 25 8 70 IxKation Along Member (ft) 10 15 11 60 13 05 1450 E AD.Inc 514 Villa de la Valle, Suite 306 Solana Beach, CA 92075 (619)792-6055 Title ANSARI ADDITION Dsgnr K P Description Scope Job# 9916 Date 4 57PM 1 MAR 99 Kev KHIK.Il Single Span Beam Analysis 1 Description DB1 , USE 5-1/4"x1 1-7/8TSL, M=29k' V=12k General Information Center Span 14 Left Cantilever Right Cantilever Uniform Loads On Center Span #1 0 399 ! Query Values Center Location Moment Shear Deflection Summary | Moments Max + @ Center Max - @ Center @ Left Cant @ Right Cant j Maximum = 00 ft Moment of Inertia 735 000 ft Elastic Modulus 2,000 ft Beam End Fixity Pin-Pin On Left Cantilever k/ft # 1 k/ft 1 m4 ksi 1 On Right Cantilever #1 k/ft i 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft 0 00 k-ft 0 00 k-ft 0 00 k-ft 2 79 k 0 00 k 0 00 k 0 00000 in 0 00000 in 0 00000 in Shears 9 77 k-ft at 7 01 ft @ Left 000 k-ft at 1400ft ©Right ooo k-ft Maximum 0 00 k-ft Deflections @ Center 9 77 k"ft @ Left Cant @ Right Cant Reactions 2 79 k ©Left 2 79 k 2 79 k @ Right 2 79 k 279k -0 234 in at 7 01 ft 0 000 in at 0 00 ft 0 000 in at 0 00 ft (c)198397ENERCALC c \enercalc\ansan ecw DECK BEAMS KW 0601451 Ver 5 0 4 10 Dec 1997 Win32 K> mTTTTllTTMTTTTfTTl .TilTllTHTTlWRTTiT] 1400ft Mmax = 9 76 k ft at 7 01 ft from left Dmax = 0 2344 in at 7 01 ft from left Rl = 2 791 k Vmax @ left = 2 791 k Rr = 2 791 k Vmax @ rt = 2 791 k 700 8 40 Location Along Member (ft) • E A D , Inc 514 Villa de la Valle, Suite Solana Beach, CA 92075 • (619)792-6055 | Rev MUIK)| • 1 c 1 1 • 1 1 1 R 1 1 Title ANSARI ADDITION Job #9916 306 Dsgnr K P Date 4 58PM 1 MAR 99 Description Scope Single Span Beam Analysis 1• Description DB2 2-5-1 /4"x1 1 -7/8TSL, M=58k' V=24 General Information 1 Center Span 1400ft Moment of Inertia 1 470 000 m4 Left Cantilever Right Cantilever Uniform Loads On Center Span ft Elastic Modulus 2 000 ksi ft Beam End Fixity Pin-Pin 1 On Left Cantilever On Right Cantilever #1 1 260 k/ft #1 k/ft #1 k/ft Query Values Center Location Moment Shear Deflection Summary | Moments 1 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft 0 00 k-ft 0 00 k-ft 0 00 k-ft 8 82 k 0 00 k 0 00 k 0 00000 in 0 00000 in 0 00000 in |Shears Reactions Max + @ Center 30 87 k-ft at 7 01 ft © Left 8 82 k @ Left 8 82 k j Max -©Center 0 00 k-ft at 000ft ©Right 882k ©Right 882k i ~ , ^ ~ „ „„ Maximum 8 82 k© Left Cant 0 00 k-ft @ Right Cant 0 00 k-ft Deflections @ Center -0 370 in at 6 99 ft j Maximum =30 87 k"ft @ Left Cant 0 000 in at 0 00 ft © Right Cant 0 000 in at 000ft (c)1983-97 ENERCALC c \enercalc\ansari ecw DECK BEAMS KW 0601451 Ver504 10 Dec-1997 Win32 °\ "6km 111111111 n mi i rnri m n 1111111111 n rrnTTm, 2T T M T T T t T T T T T T T T M T M T f T f t T M T T T T T T T T T T M M » M T 1400ft Mmax = 30 86 k ft at 7 01 ft from left Dmux = 0 3704 in at 6 98 ft from kft Rl = 8 819k Vmax @ U'l = 8 819 k Rr = 8 819k Vmax @ rt = 8 819 k 1° I I I 1 I 1 I 1 I 1 I I I II I D I 1 I E AD, Inc 514 Villa de la Valle, Suite Solana Beach, CA 92075 (619)792-6055 3Qg Title ANSARI ADDITION Dsgnr K P Description Scope Date Job #991 6 4 59PM 1 MAR 99 1 Kev SikllMIl Single Span Beam Analysis j Description DBS, USE 5-1/4"x11-7/8"PSL, M=29k' V=12k General Information Center Span 11 Left Cantilever Right Cantilever | Uniform Loads On Center Span #1 0640 !• Query Values Center Location Moment Shear Deflection 1 Summary | Moments Max + @ Center J 00 ft Moment of Inertia 735 000 ft Elastic Modulus 2,000 ft Beam End Fixity Pm-Pm On Left Cantilever jn #1 k/ft 1 m4 ksi 1 On Right Cantilever #1 k/ft 1 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft 0 00 k-ft 0 352 k 0 00 k-ft 0 00 k-ft 00 k 0 00 k 0 00000 in 0 00000 in 0 00000 in Shears ) 68 k-ft at 5 51 ft @ Left Max - @ Center 0 00 k-ft at 0 00 ft @ Rl9nt @ Left Cant 0 00 k-ft MaX'mUm ! Reactions 3 52 k ©Left 3 52 k 3 52 k @ Right 3 52 k 352k @ Right Cant 0 00 k-ft Deflections Maximum = @ Center 9 68 k-n @ Left Cant @ Right Cant -0143m at 551ft 0 000 in at 0 00 ft j 0000 in at 000ft (c)198397ENERCALC c \enercalc\ansan ecw DECK BEAMS KW 0601451 Ver 5 0 4 10 Dec 1997 Win32 ••»» 11 00 fl Mmax = 9 67 k ft at 5 51 ft from left Dmax = 0 1434 in at 5 51 ft from left Rl = 3 519k Vmax ©left = 3 519k Rr = 3 519k Vmax @ rt = 3 519 k /3 1161S 948 Ofl'oO 1 If) Bending Moment (k ft) 5 >0 6(O Uvution Along Member (ft! Troo 2815 998 L I000 1 10 .Shear Ixxul (k) 5V) (. «) Along Member (ft) 770 "880 11 00 E AD.Inc 514 Villa de la Valle, Suite Solana Beach, CA 92075 (619)792-6055 306 Title ANSARI ADDITION Dsgnr K P Description Scope Job #9916 Date 501PM 1 MAR 99 I" I ev Mill* 11 Description DB4, US General Information Center Span 8 Left Cantilever Right Cantilever Uniform Loads On Center Span # 1 0 330 k Query Values Center Location Moment Shear Deflection Summary | Moments ! Max + @ Center 2 Max - @ Center 0 @ Left Cant 0 @ Right Cant 0 Maximum = Single Span Beam Analysis j E 5-1/4"x9-1/2"PSL, M=19k' V=9k | 30 ft Moment of Inertia 375 000 m4 ft Elastic Modulus 2,000 ksi ft Beam End Fixity Pin-Pin I On Left Cantilever On Right Cantilever /ft #1 k/ft #1 k/ft I 0 000 ft Lett Cant 0 000 ft Right Cant 0 000 ft 0 00 k-ft 0 00 k-ft 0 00 k-ft 1 32 k 0 00 k 0 00 k 0 00000 in 0 00000 in 0 00000 in ! Shears Reactions 64 k-ft at 4 01 ft @ Left 1 32 k @ Left 1 32 k 00 k-ft at 8 00 ft @ R'9ht 1 32 k @ R'9ht 1 32 k 00 k-ft Maximum 1 32 k 00 k-ft Deflections @ Center -0 041 in at 3 99 ft 2 64 k"ft @ Left Cant 0 000 in at 0 00 ft @ Right Cant 0 000 in at 000ft (c)1983-97 ENERCALC c \enercalc\ansan ecw DECK BEAMS KW-0601451 Ver504 10-Dec-1997 Win32 800ft Mmax = 2 63 k ft at 4 00 ft from kfl Dma.x = 0 0405 in at 3 99 ft from Lft Rl = 1 319k Vmux @ Lfl = I 319 k Rr = 1 319k Vmax @rt = 1 319k 0 (X) 0 80 l,ocal y Deflection (in) 1 «)240 33)4 80 Location Along Member (ft) 720 800 400 4 KO Lxxution Along Member (Tl) 11 E AD, Inc 514 Villa de la Valie, Suite Solana Beach, CA 92075 (619)792-6055 I Kev HUM! Description DBS, US General Information Center Span 9 Left Cantilever Right Cantilever Uniform Loads On Center Span Title 306 Ds9 ANSARI ADDITION Job # 9916 nr K P Date 7 26AM 1 MAR 99 Description Scope Single Span Beam >E 8x8 D F #1 , M=7 9k1 V=3k Analysis 1 1 00 ft Moment of Inertia 263 670 m4 ft Elastic Modulus 1,600 ksi ft Beam End Fixity Pin-Pin On Left Cantilever #1 0083 k/ft #1 Query Values Center Location Moment Shear Deflection 1 Summary | Moments 0 000 ft Left Cant 0 00 k-ft 037 k 0 00000 in Shears Max + @ Center 0 84 k-ft at 451ft @ Left :' Max - @ Center 0 00 k-ft at 0 00 ft @ Rl9ht Maximum| @ Left Cant 0 00 k-ft I On Right Cantilever k/ft #1 k/ft I 0 000 ft Right Cant 0 000 ft 0 00 k-ft 0 00 k-ft 0 00 k 0 00 k 0 00000 in 0 00000 in Reactions 0 37 k ©Left 0 37 k 0 37 k @ Right 0 37 k 0 37 k @ Right Cant 0 00 k-ft Deflections Maximum = @ Center 084k-ft ©Left Cant -0 029 in at 4 49 ft 0 000 in at 0 00 ft ©Right Cant 0 000 in at 000ft (c)198397ENERCALC c \enercalc\ansan ecw DECK BEAMS KW 0601451 Ver504 10 Dec 1997 Win32 1 1 1 f I I I I I rTT i o 900ft Mmux = 0 8.? k ft nl 4 50 ft (rum luft Dmax = 0 0288 in at 4 49 ft from l<_ft Rl = 0371 k Vmux @lv.ft =0371 k Rr = 0371 k Vmax @ rt = 0371 k Bending Momml (k ft] 5 4u Uvutn>n Along Mcmh»,r (ft) OCX) Shear Uud (kl 0 91): TO 4 S) 540 630 Along Member (fl) I I I I I E A D , Inc | 514 Villa de la Valle, Suite 306 Solana Beach, CA 92075; (619)792-6055 j Title ANSARI ADDITION Dsgnr K P Description Scope Job #9916 Date 5 02PM 1 MAR 99 Steel Beam Design Description DB6, USE TS 6"x6"x3/8" General Information Steel Section TS6X6X3/8 Center Span Left Cant Right Cant Lu Unbraced Length 900ft 000ft 000ft 000ft Pmned-Pmned Bm Wt Added to Loads LL & ST Don't Act Together Fy 3600ksi Load Duration Factor 1 00 Distributed Loads #1 DL 0 008 LL 0 060 ST Start Location End Location 9 000 1 Summary | Using TS6X6X3/8 section Span End Fixity = Pinned Pinned Lu = Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv i #2 #3 = 9 00ft Fy = 360ksi 0 00ft LDF = 1 000 Actual 0 961 k-ft 0 832 ksi 0035 1 0427 k 0 095 ksi 0007 1— #4 Allowable 27 456 k-ft 23 760 ksi 32 400 k 14400 ksi #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Max Deflection -0012m Length/DL Defl 252572 1 Length/(DL+LL Defl) 9 296 1 1 ; Force & Stress Summary «-- These columns are Dead + Max M + Max M - Max M @ Left Max M @ Right Shear @ Left Shear® Right Center Defl Left Cant Defl Right Cant Def Query Defl @ Reaction @ Left Reaction @ Rt Fa calc'd per 1 Maximum 0 96 k-ft 043k 043k -0012 m 0 000 in 0 000 in 0000ft 043 043 5-1, K*L/r<Cc DL Only 035 0 16 016 -0004 0000 0000 0000 016 0 16 LL (33 Center 096 043 043 -0012 0000 0000 0000 043 043 LL+ST (© Center -0004 0000 0000 0000 016 016 Live Load LL ©> Cants 0000 0000 0000 0000 placed as noted — » LL+ST (5) Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 m 0 000 in 0 000 m k k Section Properties TS6X6X3/8 Depth Width Thickness Area 6 000 m 6 000 in 0 375 in 808m2 Weight I -XX l-yy S-xx s-yy 27 45 #/ft 41 60 m4 41 60 m4 13867 m3 13867 m3 r-xx r-yy 2 269 m 2 269 in (c)198397ENERCALC c \enercalc\ansan ecw DECK BEAMS KW-0601451 Ver504 10 Dec-1997 Win32 I I MTTMMMMTTI 7TTJ TTMTT 0 06 k/ft 900ft Mmax = 0 96 k ft Dmax = 00116 in Rmux = 0 427 k Vmax @ kft = 0 427 k Rmax = 0 427 k Vmax @ rt = 0 427 k I Bending Moment <k ft) 0 (K) Shear Ixud (k) 090 1 80 4 •« 54O l-(K-alinn Along Member (ft) 720 900 8 10 900 ANSARI ADDITION 9916 K P 3/99 Lateral Calculations: Earthquake Design Base Shear V=ZIC/Rw x W Z=0 4 1=1 0 C=275 Rw=6 V=(4x1x275/6)xW= 183W Wind (Exposure B) P=Ce x Cq x qs x I Roof Deck / (E) Roof P= 62x1 3x12 6x1=10 16 psf I I 1 I I I I i i i ii i n ii i n I ii EAD INC. Engineering •STRUCTURAL .DESIGN CONSULTANTS Analysis & Design PROJECT NAME PROJECT NUMBER . PREPARER lii-- DATE SHEET OF I I I I I I I I i i i i i i • i i i i EAO INC. Analysis & Design PROJECT NAME PROJECT NUMBER PREPARER A?T DATE SHEET _2/_ OF . .012 +• %*!</.-V/r/ 2 - P.IL '5 fo /"%///> I I 1 I 1 I 1 I II I 0 I II, I I I I I 1 EAD INC. STRUCTURAL DESIGN CONSULTANTS Analysis & Design PROJECT NAME PROJECT NUMBER rrJL..PREPARER _____ rrJL.. _____ DATE SHEET _____ .^ _________ OF . z &f 11 j-? n. /fe t 7- I I 1 i i i i i li 8 D f SHEAR WALL SCHEDULE A K L M P R S T U V Material 96" str 1 plywood 96' str 1 plywood 96" str 1 plywood 96" str 1 plywood ^" str 1 plywood ^" str 1 plywood ^" str 1 plywood !£" str 1 plywood Tfe" stucco (&) Nailing 3d 0 6" 0 C 6d 0 4" 0 C ad 0 3" OC ad 0 2" OC(i) IOd 0 6" O C IOd 0 4" 0 C IOd 0 2^"OC (\) IOd 0 2" O C (\) 16 ga staples V long 0 6"OC Shear transfer nailing I6d 0 6" O C or A35 0 16" OC (3) I6d 0 4" O C or A35 0 12" 0 C (3) I6d 0 3" O O or A350 a" OC (3) I6d 0 2" O C or A350 6"OC (3) (4) I6d 0 5" O C or A35 0 16" OC I6d 0 3" O C or A35 0 a" O C I6d 0 2" O C or A35 0 6" O C (3) (4) I6d 0 2" O C or A35 0 6" 0 C (3) (4) I6d 0 a" O C or A35 0 16" O C Sill nailing I6d 0 6" O C I6d 0 3^" O C I6d 0 3" OC long lag bolts 0 10" 0 0 (5) I6d o 5" O C I6d 0 3!$ OC V* x 3" long lag bolts0 a" o c (s; 96"* x «>"long log bolts0 # o c fs) >6d 0 a11 o c Anchor bolt/flO) spacing %"* . 48-OC 96"* 0 32" 0 C 96"* 0 24" OC 96«*0I6"OC 96"* 0 4a"O C 96"* 0 32"O C 96"* 0 16" oc 96"* 0 16" OCn) !£"* 0 4a" O C Allowable shear 2ao*/ ft 430*/ ft «WK 130»/tt 340»/ft 5IO*/ ft TJO*/ ft aio*/ ft iao*/ ft KEYED NOTES (\) Provide minimum 3x sill plate, minimum 4x at all plywood panel edges, and 4x over 2x double top plates for edge and boundary nailing, typ Stagger nails and predrlll to prevent splitting (2) Toe nailing (3) Shear transfer blk, 2x4 minimum (4) Predrlll nail holes (5) See shear transfer details Provide mln 3x sill plate (FTJ?F at contact with concrete) III (6) Bearing based on a *2 DF sill plate Reduce spacing 2OS& for hem-fir plates All anchor 1 I bolts to be minimum IO" in length (1) 4x sill plates (PTJPF 0 contact with concrete) (£>) See UBC. table No 41-1, type I fa) Field nailing 0 12" o c (1O) At all non-sheorwalls provide mln 96"* anchor bolts 04a"OCand one 96"* anchor bolt 12" from each end 1 1 I 1 I I i i li i ii I li I n i i i FAD INC STRUCTURAL CONSULTANTS |.4/ja/_};5(9 &PROJECT NAME PROJECT NUMBER PREPARER j^f_ DATE %/Jj_ SHEET £!?_ OF r 2- r £/!. ' s.i 2 A/o 1 I I II II I II II I I II n i EAD INC. —Engineering CONSULTANTS Design PROJECT NAME PROJECT NUMBER PREPARER ...J^P. DATE 3 SHEET ¥1 OF p I II I I I 1 I CERTIFICATE OF INSURANCE PRODUCER ISSUE DATE (MM/DD/YY) 10-1-98 THE SMITH AGENCY, a division of PROFESSIONAL INSURANCE ASSOC., INC. P.O. BOX 230965 | ENCINITAS, CA 92023-0965 760-471-2002 CODE SUB-CODE INSURED M.D. MC CARTER BUILDERS, INC. DBA: TEKTON MASTER BUILDERS 90 B NORTH COAST HIGHWAY 101 ENCINITAS, CA 92024 , COMPANY . CAILETTER M COMPANY RLETTER ° COMPANY f%LETTER « COMPANY nLETTER U COMPANY cLETTER c THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE CALIFORNIA INDEMNITY INSURANCE COMPANY CO LTR COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 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 LIMITb SHOWN MAY HAVE BEEN REDUCED BY PAID Cl AIMS POLICY NUMBERTYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR OWNER S & CONTRACTOR S PROT AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS GARAGE LIABILITY EXCESS LIABILITY OTHER THAN UMBRELLA FORM WORKER S COMPENSATION AND EMPLOYERS LIABILITY OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS POLICY EFFECTIVE POLICY EXPIRATION DATE (MM/DD/YY) DATE (MM/DD/YY)ALL LIMITS IN THOUSANDS GENERAL AGGREGATE PRODUCTS COMP/OPS AGGREGATE PERSONAL & ADVERTISING INJURY EACH OCCURRENCE FIRE DAMAGE (Any one fire) MEDICAL EXPENSE (Any one person) COMBINED SINGLE t LIMIT BODILY INJURY $ (Per person) BODILY INJURY S (Per accident) PROPERTY DAMAGE * EACH OCCURRENCE AGGREGATE N 30444653 10-1-9B 10-1-99 STATUTORY 1,000 1 ,000 1,000 (EACH ACCIDENT) (DISEASE—POLICY LIMIT) (DISEASE-EACH EMPLOYE! CERTIFICATE HOLDER COUNTY OF SAN DIEGO BUILDING PERMIT DEPARTMENT 5201 RUFFIN ROAD ! SAN DIEGO, CA 92123 ACORD 25_S _{3/8_8J_ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING COMPANY WILL XMHB84XMXX&X MAIL 1Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT B££x5ffl£05KSMttIK^^