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Home My WebLink About1542 OAK AVE; ; CB030864; PermitCity of Carlsbad 1635 FaradayAv Carlsbad, CA, 92008 ;. 07-18-2003 Residential Permit Permit No CB030864 'Building Inspection Request Line (760) 60272725 Job Address 1542 OAK AV CBAD .. Permit Type'.'RESDNTL Sub Type.. RAD ... Status ISSUED Parcel No 1562110800 Lot # 0 Applied 1.'.03/25/2003' ' Valuation $1743400 'Constructich Type NEW Entered By MDP ' Occupancy Group Reference # . Plan Approved 07/18/2003 # Dwelling Units 0 . Structure Type .. Issued 07/18/2003 Bedrooms 0 Bathrooms 0 inspect Area Project Title GALLAGHER RESIDENCE DEMO EXIST Orig PC# GARAGE NEW 758 SF DETACHED GARAGE'" Plan Check# 46 31 c(z.6otdL Applicant -"'--'.-. Owner KAMPHUS JIM 4 GALLAGHER JOSEPH A III 1542 OAK AV f 542 OAK -. CARLSBAD92008. :- CARLSBADCA92008 998ó 07/18/03 0002 01 02 - DLi. 18303 Building Permit - / ( $161.29 Meter Size Add'i Building Permit Fee / \.'-.j$0.00 AddI Red. Water Con. Fee \ . $0.00 . Plan Check •- ; 7 $104:847 Meter Fee SJ'"N ' $0.00 . 4--:- Addl Plan Check Feet / /$0.007,. SDCWA Fee. . Q $0.00 Plan Check Discount • 7. $0.00 --'j"jCFD Payoff Fee .... \. $0.00 Strong Motion Fee . - /' - $1.74 ' rFFJ'' - \ $0.00 . Park in Lieu Fee. - . $0.00 "PFF (CFD Fund) • \ $0.00 . Park Fee: . • /1- \ S7 .. $0.00 •. LFM Fee - \ '$O.00 - Bridge Feb / $00 , Traffic Impact ee - - .- $0.00 •: - Other Bridge Fee i $0 00 Traffic lmpat'(CFD Fund)7 $0 00 BTD #2 Fee $0 00 Sidêialk Fee 1 $0.00 BTD #3 Fee I $doo PLUMBING TOTAL I $000 ,Renewal Fee •-. $0.00 * ,ELECTRICAL1TOTAL .J /$20.00 AddI Renewal Fee $O.QO . . .. MECHANICAL"TOJAL / I $0.00 Other Building Fee \., $00O Hdiisig lmpat Fed) / f $0.00 Pot Water Con Fee . $0.00 Housing InLieu Fee / / $0.00 Meter Size ) / Housing Credit Fee / / $0.00 AddI Pot. Water Con. Fee $0.O0 1ater Drainage Fee j / $0.00 .; •. Red. Water Con. Fee: . $0.00 .rjewer4Fee) . ,. I • $0.00 \ Additional Fees,/ / $0.00 TOTAL PERMIT FEE\ / $287.87 *"-... --- Total Fees: $287.87. Total Payments To Date: 011 10484 \ BalanceDue: , $183.03 i . .. /131f lk 'FINALAPPROVL lnspéct5" Date"H1 (2-• D.. . . CIearande: NOTICE: Please take NOTICE that approval of your prójeèt 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 3.32.60. \Failure t0timely follow that procedure will bar any subsequent legal action to attack review, set aside void or annul their imposition - - You are hereby FURTHER NOTIFIED that your- right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity - •- * changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given p NOTICE similar to this, or as to which the statute of limitations has previously otherwise exbired. I - '. .." ,.• '- • •' ,• ---,,- . * . . .• - . . . . '-. .• • .J . - - . I . . - . . . t; v " - . s . • - *- S . - •- - •.- •..'* . ., " •. - .' - ,.;- I - . FOR OFFICE USE ONLY" PERMIT APPLICATION • PLAN CHECK NO CI1yOFCARLSBAb BUILDING DEPARTMENt . EST.. VA :- - . PlanCk. Deposit 1635 Faraday Ave., Carlsbad, CA 92008 — Validated By Date________________ 1 - . ..; Address (include Bldg/Suite #) Business Name (at this address) Lgal Description '- . . .'.'. Lot Nó..S Subdivision Name/Number . Unit,N.. - Phase No; Toial# of units ,12 o 1'03 /26/03 0002 01 02 Assessor's.,.Prçel #. . •..,. •,.... -. - -Existing Use - •, - . - -.<.- Proposed Use CGE - - -. 10484 - ' Pa( n cj Description of Work -. - .. :s.o. FT. / .. #of Stories- •555 • - -. # rooms of Bedrooms - '# of Bathrooms Y,àaag Lu .v7sc' NTc.LfRsoNJIfdin from app cant) - - S -. -. - .- •-- .-.• . - -•-- S Name - Addrt City State/Zip Telephone # J Fax # rAPLICAT Coot - DAgt f JIr iS4a onk.fte TcMjih zco %3ts i6eA5 .Name . -- Address - ,. - - City State/Zip , Telephone # WNER }ie Name J Adtho.,.. City State/Zip Telephone # CONTRACIORS._RCOMPANY (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 thathe 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) órjhat he is exempt therefrom, and the basis for the alleged .exemption. Any violation of Section 7031.5by.an applicantfora perRiit subject the applicant to ,a civil penalty of n t'more-than fie hu dred dollars ($5001). S t15 1L CAr ~'15 taLTh - qo3-'-: ?o&M5' : Name Address City State/Zip ir Telephone # State License # S11 License Class f Pti C. City Business License #6 g -i Designer Name 11 Address Cit State/Zip Telephone State License # 'I - I f L/i'1i Ota VJJC VOLIkuLJ c-qo614 es-s- /,/OS - eWORKERSOMPENSATION . -.,. Workers' Compensation Declaration: l.hereby-affirrnunder penalty. of perjury one-of the following declarations: - -. - •- S - 0 I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of;he work for which this permit is issued I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which'this permit is il issued My worker s compensation insurance carrier and,15olicy number are Insurance Company ~+a€ Policy No ji Lq -'03 Expiration Date__I - 1—og (THIS SECTION NEED NOT BE COMPLETED)F THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$ 1001 OR LESS) o 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 comensation coverage is unlawful and shall subject an employer to criminal penilties and civil fines up to one hundred thousand dors ($100 00) in ad4ition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney's fees 2 • SIGNATURE • •J1ii -- • - • --:- DATE OWNERiJT5 _ — I I hereby affirm that I am exempt from the Contractár s License Law for the following reason 0 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: -Thé.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 'o r Improve for the purpose of sale) 0 I as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044 -Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) 0 I am exempt under Section Business and Professions Code for this reason 77 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement 0 YES ONo 2 ((have / havenot) signed an application for a building permit for the proposed work - 3 -1 -have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 ( plan to provide portions of the work but I have hired the following person to coordinatte 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 IN the following persons to provide the work indicated (include name / address / phone number / type of'workj ---5-- - -. .• 5 • . - . • • -. PROPERTY OWNER SIGNATURE - -•-•.. ' - -- -A-. - -. • --- - . DATE •- - •- - - S • • -. - — ' I Is the applicant or future building occpant required to submit a business plan,acutely hazardous materials registration form or risk management and prevention program under Sections 25505,725'533 or 25534 of the Presley Tanner H4.icjous Substance Account Act? 0 YES 0 NO ?., Is the applicant or future building occant required to obin a permit from the air pollution contI district or air quality management district? DYES0NO Is the facility to be constructed within 1 000 feet: of the outer boundary of a school site? 0 '-YES 0 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 TI-IF AIR POLLUTION CONTROL DISTRICT; _71— r0YcONUcTION LEJGENCY -' - — I hereby affirmthatthere5is a. LENDER lend I g agencyfor the prforrr en e of the e.or for ch h this d - 3097 (1) CivilCode). - -- S - LENDER'SNAME - -, - - •• - LENDER'S ADDRESS -. • • • • - -. : 91, ICANTCERTIFlCATION I certify that I hve read the application and tate that the above inforn,auon 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 Cit' 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 ANVWAY-ACCRIJ 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 b ding Official under the provisions of this Code shall expire by limitation and become null and void if the building6r work authorized by such permit is ommenced ithin 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 i corn noed for p o days (Section 10644 Uniform Building Code) ->APPLCANT S SIGNATURE DATE ~.0 IT E File YELLOW Applicant PINK Finance t - City of Carlsbad Bldg Inspection Request For: 11/02/2004 Permit# CB030864 I Inspector Assignment: PD Title: GALLAGHER RES-DEMO EXIST GARAG Description: NEW 630 SF 2DU OVER 758 SF GAR .& 136 SF BALCONY Type: RESDNTL Sub Type: RAID - Phone: 7608452623 Job Address: 1542 OAK AV Suite: Lot 0 Location: .-, ,- Inspector: OWNER GALLAGHER JOSEPH A Ill Owner: GALLAGHER JOSEPH A lIl&LIVELY J Remarks: Total Time: Requested By: JIM Entered By: CHRISTINE CD Description Act Comment 19 Final Structural 109 29 Final Plumbing 39 Final Electrical .. . 49- Final Mechanical .. . Associated PCRs/CVs PCR04037 ISSUED MSK DEVELOPMENT 630 SF 2DU; SPACE ABOVE GARAGE PCR04100 ISSUED GALLAGHER RES-SWITCH BATH AREA; W/ KITCHEN/ ADD FLREPLC-& CVRD DECK Inspection History Date Description Act Insp comments 10/07/2004 33 Service Change/Upgrade AP PD 10/01/2004 22Sewer/Water Service AP PD EJECTION PUMP 10/01/2004 23 Gas/Test/Repairs AP PD 08/27/2004 17 Interior Lath/DrywalL AP PD - - 08/26/2004 17 Interior Lath/Drywall CA PD 08/23/2004 16 Insulation AP PD 08/19/2004 84 Rough Combo AP PY 08/18/2004 14 Frame/Steel/Bolting/Welding CA • PY- 08/18/2004 24 Rough/Topout CA PY . 08/06/2004 83 Roof Sheathing/Ext Shear AP Pb: - - 07/06/2004 11 Ftg/Foundation/Piers AP PD • • • • 07/06/2004 12 Steel/Bond Beam AP PD • 07/02/2004 12 Steel/Bond Beam • - NR PS 07/01/2004 - 12 Steel/Bond Beam • - CA PD 06/24/2004 21 Underground/Under Floor • AP PY - City of Carlsbad Bldg. Inspection Request V For: 10/07/2004 Permit# CB030864 V Inspector Assignment: PD Title: GALLAGHER RES-DEMO EXIST GARAG Description: NEW 630 SF 2DU OVER 758 SF GAR & 136 SF BALCONY V Type: RESDNTL Sub Type: RAD Phone: 7608452 23 Job Address: 1542 OAK AV Suite: Lot 0 Location: - Inspec r: OWNER GALLAGHER JOSEPH A III V V Owner: GALLAGHER JOSEPH A III&LIVELY J Remarks: V Total Time: Requested By: JIM V S Entered By: CHRISTINE CD Description V Comment V 33 Service Change/Upgrade _____ V V '-' Associated PCRs/CVs V PCR04037 ISSUED MSK DEVELOPMENT 630 SF 2DU; SPACE ABOVE GARAGE PCR04100 ISSUED GALLAGHER RES-S WITCH BATH AREA; W/ KITCHEN/ ADD FIREPLC & CVRD DECK Inspection History Date Description Act Insp Comments 10/01/2004 22 Sewer/Water Service AP PD EJECTION PUMP 10/01/2004 23 Gas/Test/Repairs AP PD 08/27/2004 17 Interior Lath/Drywall • AP PD V 08/26/2004 17 Interior Lath/Drywall CA PD 08/23/2004 16 Insulation • AP PD V 08/19/2004 84 Rough Combo AP PY 08/18/2004 14 Frame/Steel/Bolting/Welding CA PY V V 08/18/2004 24 Rough/Topout CA PY 08/06/2004 83 Root Sheathing/Ext Shear AP PD V 07/06/2004 11 Ftg/Foundation/Piers AP PD 07/06/2004 12 Steel/Bond Beam AP PD V 07/02/2004 12 Steel/Bond Beam • NR PS 07/01/2004 12 Steel/Bond Beam CA, PD; V V 06/24/2004 21 Underground/Under Floor AP PY V V V 06/22/2004 21 Underground/Under Floor NR PY • V I NO -I 0 QQ UI m z 0 -cn -' NORTH COUNTY COMPACTION ENGINEERING, INC. Post Office Box 302002, Escondido, CA 92030 SOIL TESTING & INSPECTION SERVICES (760) 480-1116 P' FIELD DENSITY TESTS ASTM D2922 ....- b 1 )54 I 44i b P4g. Sh..t / Of/ - Machine No. Hours z By Information To: Wks 11tiiir1 - I LOCATION ______________ .. ___ IJIHI'i I4LI UH111411 ' I. 01 - WJILffU . IJJ1tHI1 I;. I4iI1u1tNI1 L4,111i4flLI ................... i. ........................... 'APPROVED BY FROM : KS ENGINEERING ... PHONE.NO. : 619 296 5564 Jul. 02 204 12:16PM P2 K& S ENGINEERING - ., -'. garageforms-cert.DOC I Pan*g ngeenng . Sivoyng -• .. Jn-0 l-064cs 07-02-04 Mr. David Dates City of Carlsbad . Engineering Inspections Department 1200 Carlsbad Village Drive .. Carlsbad, CA 92008 . Re: 1542 Oak Ave. MS-02-13 . .. Garage forms certification - Parcel Dear Mr. Dates: '. On 6/30/2004, under my direction, the locations and elevations of the forms for the garage were verified by field survey, (see attached plat). The tops of the forms for the garage have .a mean elevation of 177.82. Existing top of form elevations vary +1- 0.01' from this elevation. The approved Grading Nan shows a finished floor elevation of 177.80, . We hereby certify that the forms elevation (as noted above) conforms to the approved grading plan (+/-0.10'). We hereby certify that the forts location in respect to building setbacks conforms to the approved grading plan. - - Sincerely, 7og Robert C. Imsan e, RCE 25609 Date // • LAJ NO. 256M m2e EV- 1"145 7801 Mission Center Court, Suite 100 San Diego, California 92108 Phone: (619)296-5565 Fax: (619)296-5564 EsGil Corporation In (Partners flip with government for BuiIuing Safety DATE: 05/27/03 U'A LICANT JURI. JURISDICTION: Carlsbad V U REVIEWER V. UFILE V V PLAN CHECK NO.: 03864 VVV .V : SET: III V •. V PROJECT ADDRESS: 1542 Oak Ave. VV V V V VV •V PROJECT NAME: Detached Garage for Gallagher V V The plans transmitted herewith have Vbeen corrected where necessary and substantially comply with the jurisdiction's building codes. V V 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. V V V LI The check list transmitted herewith is for your information. The plans are being held at Esgil V V V Corporation until corrected plans are submitted for recheck. V V V The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant V contact person. V V V V V V V The applicant's copy of the check list has been sent to: V V V Esgil Corporation staff did not advise the applicant that the plan check has been completed. V LI Esgil VCorporation staff did advise the applicant that the plan check has been completed. V Person contacted: V Telephone V Date contacted: V V (by: •VV) V Fax #: V V V Mail Telephone Fax In Person V V V V V V REMARKS: I )Engineer of recordto sign the calculatiOns. V V V Sr V V By: Ray Fuller, •V - V : Enclosures: Esgil Corporation LI GA [1 MB [1 EJ El PC 05/19/03 V tmsmti.dot V 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468.• Fax (858) 560-1576 V V V V .- EsGil Corporation In (Partnership with government forBui(ding Safety - DATE: 05/01/03 .' 0 AP.RLLCANT JURISDICTION: Carlsbad ;. 0 PLAN REVIEWER El FILE PLAN CHECK NO.: 03-864 SET: II PROJECT ADDRESS: 1542 Oak Ave. '. PROJECT NAME: Detached Garage for. Gallagher Ij The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. Lii 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. LI The plans transmitted herewith have significant deficiencies identified on the encloed check list and should be corrected and resubmitted for a complete recheck: The check list transmitted, herewith is fo your information. The plans are being held at Esgil Corporatioh until corrected plans are submitted for recheck. LI 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: : Jim Kamphuis . .., . 1542 Oak Ave Carlsbad, Ca. 92008 LI Esgil' Corporation staff did not advise the applicant that the plan cheek has been completed: Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Jim Kamphuis . . Telephone #: (760) 434-6645 Date contacted: 5 i,'/D) (by: fe—) Fax #: 1coo) (/(f' ( S Mail '-"felephone ..-"" Fax " In Person LI REMARKS: By: Ray Fuller - . - Enclosures:. Esgil Corporation El GA E] MB [1 EJ [1 PC , 04/24/03 . , . , ' trnsmti.ciot -F- 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 03-864 05/01/03 JURISDICTION Carlsbad PLAN CHECK NO 03-864 PROJECT ADDRESS:. 1542 Oak Ave. SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 04/24/03 05/01/03 REVIEWED BY: Ray Fuller' .' FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code Uniform Plumbing Code, Uniform Mechanical Code,'National Electrical Code and state laws regulating energy 'conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law X Please make all corrections on the original tracings and submit two new sets of prints to ESGIL CORPORATION L B To facilitate rechecking, 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 C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed -those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D. 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 UYes UNo Carlsbad 03-864 05/01/03 The items listed below are from the previous list. These remaining items have not been adequately addressed. The remarks in bold are to emphasize the remaining problem. 1. Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil. Corporation is complete. 2. Final sets of plans and the calculations to be stamped and signed by engineer of record. 3. Detail and reference all shear to roof sheathing i.e. gable ends. Should reference detail 1 and 2 to all applicable sides. Plans do not specify if lid of garage is to be dry walled. Plans to reflect minimum 22"x30" attic access when dry walling the lid. Engineer of record to stamp and sign plans showing that they have been reviewed and found in compliance with recommendations and to verify that a complete lateral and vertical load path has been reflected on the plans. For example the shear schedule did not address the type I shear noting for rear of garage. Shear schedule to include shear transfer for the type 1 shear. Could not locate where plans stated size of support for 16 ft header i.e. post or multiple members? Could not locate type of hold down bolts using for the HTT 16's. If not SSTB 16's and instead using 5/8" x 12" embedded bolts then specify-type of termination for bolts i.e. 12 dia L, 4 dia J, hex head/plate washer etc. Could not locate where grade of 4x10 spanning 8 ft was noted on plans. To speed up the review process, note on -this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation !ocated at 9320 Chesapeake Drive, Suite 208, San Diego, California 92.123; 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 Ray Fuller at Esgil Corporation. Thank you. EsGil Corporation. In Partnersfiip with government for(Bui(&ng Safety DATE: 04/03/03 U APPLICANT U JURIS. JURISDICTION: Carlsbad U PL REVIEWER 0 FILE. PLAN CHECK NO.: 03-864 .' SET: I PROJECT ADDRESS: 1542 Oak Ave.' PROJECT'NAME: Detached Garage for Gallagher LI 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. 1111 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected a'nd 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 checklist has been "sento: Jim Kamphuis . . 1542 Oak Ave Carlsbad, Ca. 92008 Esgil Corporation staff did not advise the applicant that the plan check' has been completed. Esgil Corporation staff did advise the applicant that the plan check has been 'completed. Person contacted: Jim Kamphuis (Y.M.\ ' ' Telephone #: (760) 434-6645 Date t/-Va3 .(by:iM.) ' ' Fax #: (7o) Mail - Telephone/ ''Fax c, In Person Lii REMARKS: By: Ray Fuller ' : . Enclosures:' ' Esgil Corporation .Li GA E MB i:i EJ i:i PC, 03/27/03 , ' - trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 03-864 04/03/03 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 03-864 JURISDICTION Carlsbad PROJECT ADDRESS 1542 Oak Ave FLOOR AREA STORIES 1 Detached Garage 758 HEIGHT lift per UBC REMARKS: - DATE PLANS RECEIVED BY DATE PLANS RECEIVED'BY JURISDICTION: 03/25/03 ESGIL CORPORATION: 03/27/03 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Ray Fuller COMPLETED: 04/03/03 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department.'You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other. departments. Clearance from those departments may be required prior to the issuance of a building permit. 0 Present California law mandates that residential construction comply with the 2001 editiori of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (alIeffective 11/1/02). 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. ... V - Carlsbad 03-864 V 04/03/03 . PLANS 1. Please make all corrections on the original tracings, as requested in the correction V V V list., V V Submit three sets of plans for commercial/industrial projects (two sets of plans. for V residential projects) For expeditious processing, corrected sets can be submitted in one of two ways: I Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department 1635 Faraday-Ave.,Carlsbad, CA 92009, (760) 602-2700. The City will route the plans to EsGil Corporation and the V Carlsbad Planning,. Engineering and Fire: Departments. V V 2. Bring one corrected set of Vplans and calculations/reports to EsGil Corporation 9320 Chesapeake Drive, Suite 208 San Diego CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and. Fire Departments. V V V NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review . by EsGil Corporation- is complete. V V V V V V Clearly dimension proposed garage from existing dwelling. If less than 6 ft then show 1 hour protection on garage side i.e. 5/8X to roof sheathing and I 3/8" V solid, self closing door(required as different occupancies and must assume -a property line between them) Section 106.3.3. DetaVil and reference all shear to rOof sheathing i.e. gable ends and interior shear V V required. V V V V 3 The maximum distance without braced wall panels is 25 ft in any direction at both interior and exterior. The length of building is 36 ft and must be shown with interior panels i.e. between garage doors and at rear of garage in the 21 .ft V - direction. V • V V V V 4 All panels must start within 8 ft of each end of each braced wall line As shown missing panels at rear between door and window, at front between 8 ft door and right side and on right side between window and door. V Any panel length less than 4 ft requires hold downs capable of 1800 #s uplift. 6 Specifying Provide Strong Wall details and reference to the plans Show deepen - V V footings for mjnimum V25" embedment required for the SSTB28's with additional 3" clearance required below the bolts. 22x8x4 SW's which has a 90" height and V Section AA is specifying a plate height of 108"? 7 Provide Strong Wall details and reference to the plans Show deepen footings for minimum 25' embedment required for the SSTB28 s with additional 3' clearance required below the bolts Carlsbad 03-864, , 04/03/03 - - All hold downs to be tied in place prior to foundation inspection (note 6 on sheet A2 states prior to pouring concrete as does-note under shear wall schedule). - Plans to reflect size of hold down bolts using i.e. SSTB 16 etc 10: Provide roof vent calculations to show area required and area provided. Plans do not specify if !id of garage is to be dry walled. If not then roof framing plan to reflect lateral cross bracing at plate lines at each corner i.e. diagonal 2x4 12ftin length. Interior shear walls to be shown with foundation support and Detail and , referenced to roof sheathing to include edge nailing of roof diaphragm to member below. - ' 13. The following is requirements of conventional framing that must be reflected on the plans. If, cannot comply then provide design calculations . Show the following on the plans for the required braced wall panels. If the requirements of braced wall panels in conventional light frame construction are not possible, provide design cakulations from a licensed Engineer or Architect. a) Show on the plans the location, length and type of braced wall panel as per UBC Section 2320.11.3 and Table 23-IV-C-1. - i) Braced wall panels shall start at not more than 8'from each end of a braced wall line. ii). , Braced wall lines shall be in line or offset fron each other by not - more than 4 feet. iii) Braced wall panels in one story structures shall be installed at each . -' - end and not more than 25' on center along the lehgth of the braced wall line. ' iv) For Conventional Light-Frame Construction, buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 25' on center in both directions. Interior braced wall panels shall extend to the roof or floor diaphragm' - - level. 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) Minirnum braced panel length is 2'-8" in width and a maximum - height of 10'-0'. - - ii) Each braced wall panel is sheathed on at least one face with 3/8" - plywood sheathing nailed with 8d common or.galvañized box nails per 23-I1-13-I and blocked at all plywood edges. • iii) A minimum of two anchor bolts installed inaccordance with - , - 5ection1806.6 between hold down devices. - • -. :-- - - -• •. . Carlsbad 03-864. 04/03/03 -•' - iv) An approved 'h'öld down device fastened to the foundation and capable of providing-an uplift capacity of not less than 1,800 pounds. is provided at each panel end. - V) .. The foundation that supports the braced panels'is continuous across the entire length of the braced wall line and reinforced with ' - a minimum of one # 4 bar top and bottom. d) - Continuous footings shall be provided under interior .braced wall lines: See Section 2320.5.6-for possible exceptions. To spied up the review process, note on'this'list (or a copy) where each correction item has be'en addresse'd, 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: , •' - '• 'S , , '. - Yes No El .. - 4 ' _•- - S a • - . . S ,. The jurisdiction hes contacted with Esgil Corporation located at 9320 Chesapeake - ' Drive, Suite 208, San Diego, California 92123; telephoneanumber of 858/560-1468, , to perform. the plan review for your project: If you have any questions regarding ' these plan review item's, please,contact Ray Fuller at Esgil Corporation. Thank you. - • .. .5 . ' -. - • - - - a - - S., ,' •• >'- •4 , .; , - '• - . ' • - ' ' •. - P • a - - • - . -'' - S •* - - - , ' 5 -. • '5' •-- St. p - - - 4 S -• .- • -, ''5' S • .• -5' - S 5'_•• • - S 'r • - • - ,-. - • - -- -• S. • -- At - 5 ,-I- -' 's'. • - -' ' . - P 5' -- 5'.-' - ' 1'' - 5- •5 - S - , ': - - - p - • .4 - -' 5 ' - -. - ' ..• - • . - 5' ' _ - * Carlsbad03-864 - 04/03/03 * VALUATION AND PLAN CHECK FEE, JURISDICTION: Carlsbad PLAN .CHECK NO.: 03-864 PREPARED BY: Ray Fuller . DATE: 04/03/03 * BUILDING ADDRESS: 1542 Oak Ave. BUILDING OCCUPANCY: Ui TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA .( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Garage '758 Per City Est. 17,434 Air Conditioning Fire Sprinklers TOTAL VALUE - 17,434 S , \ of ' Carlsb<ad BUILDING PLANCHECK CHECKLIST DATE: 313//O 3 '. PLANCHECK NO.: CB 03-01&- BUILDING ADDRESS: '. JS/- c27a/ ,4.cu PROJECT DESCRIPTION: -. ASSESSOR'S PARCEL NUMBER:'. -,// ' EST. VALUE: ' ENGINEERING DEPARTMENT APPRA/Al flFMlAI 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.,, LI A Right-of-Way permit is required prior to construction of the following improvements: Please see jJae attached report of- deficiencies marked wit)'tLMake necessary corrections to plans or specifi,aidhs for èompliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT By: • • '' •. ';; 'Date: t ATTACHMENTS LI Dedication Application Li Dedication Checklist LI Improvement Application LI Improvement Checklist LI Future Improvement Agreement LI Grading Permit Application LI ' Grading 'Submittal Checklist LI Right-of-Wag Permit Application LI Right-of-Way Permit Submittal Checklist and Information Sheet LI Sewer Fee Information Sheet - ENGINEERING DEPT. CONTACT PERSON Name: TAN IYA BARROWS - City of Carlsbad CFD INFORMATION Parcel Map No: Lots: • • - Recordation: Carlsbad Tract: - • Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 F:IBUILDING PLANCHECK CKLST FORM.doc ' • 1 Rev. 7114100 S . . . - BUILDING PLANCHECK CHECKLIST • SITE PLAN ST NO 3RD El 0 .1. Provide a fUlly dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width& Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C.. Existing Street Improvements H. Existing or proposed sewer lateral • D. Property Lines . 1. Existing or proposed water service . 0 E. Easements . . J. Existing or proposed irrigation service . -tJ 0 2. Show on site plan:. .. . ... A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one . . S percent towards an adjoining street or an approved drainage course. . S 2 ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units andapartment complexes are an exception.. Sewer and water laterals should not be located within proposed driveways, per standards. . 0 0 3. Include on title sheet: . • : A. Site address B Assessor's Parcel Number • C. Legal Description S • S S • 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. S S EXISTING PERMIT NUMBER DESCRIPTION F:8UILOING PLANCMECK CKLST FORM.doc 2 5 - • Rev. 7114100 BUILDING PLANCHECK CHECKLIST ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE LI LI .LI 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.________________________________________________________ LI LI LI 4b All conditions are in compliance Date: DEDICATION REQUIREMENTS . LI o LI ;5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain 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 aregisteréd Civil Engineer or Land Surveyor • prepare the appropriate legal description together with an 8 W' 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 thededication 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 LI LI LI 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 18.40.040. - - •' Public improvements required as follows: - • -. . Attached. please find an application form and submitthl 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 aseparate plan check process. The completed application form and the requirements 'on the I • - - •• • • F:'BUILDING PLANCHECI< CXLST FORM.doc - - - - Rev. 7/14100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD -• 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: LI LI LI 6b. Constructionof 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 prócessing'fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: LI LI LI 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhodd Improvement - Agreement completed by: Date:; LI LI LI '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., ' • • El El 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading, quantities (cut, fill import, export). - - LI LI - LI 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: LI LI • , LI • 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) • '- • .•. :_.- -I •• •- • ;• • • - F:\BUIWNGPLANCI1EC4(C1(LSTFORM.doc . - - • • - • • • Rev. 7/14= BUILDING PLANCHECK CHECKLIST 1S1 ND RD,V - ElY 7d .No Grading Permit required. OEI 101 e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS. . S El El El 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. . Right-of-Way permit required for: El El 0 9. 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 Camino 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. S' 0 • Industrial Waste permit accepted by: . Date: El El El 10. NPDES PERMIT . S S • 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.. El El El 11. CI Required fees are attached .. CI No fees required • . . . : • WATER METER REVIEW El. El 12a. Domestic (potable) Use . . Ensure that the meter proposed by the owner/developer is not oversized. 0 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. 0 . All single family dwelling units received "standard" 1" seniice with 5/8" service. F:8UILDING PLANCHECI( CXLST FORMA= 5 5 . . Rev. 7114100 BUILDING PLANCHECK CHECKLIST ST 2ND 3RD If owner/developer proposes a size other than the "standard", then Owner/developer must provide potable water demand calculations, which include totalfixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count 6nd 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). . - EY LI LI 12b. irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior . . . to approval. The developer must provide these calculations. Please follow these guidelines: - --•- .. • '1'. If the project is a newer development (newer than 1998), check the recent . improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", ... . and potable water is typically a. circled "W". The irrigation service should look like: . • .._] . - STA 1+00 install 2" service and 1.5: meter (estimated 100 gpm) .. 2. If the• improvemnt plans do not list the. irrigation meter and the - service/meter will be installed via another instrument such as the building. plans or grading plans '(w/ a right of way 'permit of' course), then the applicant must provide irrigation calculations for estimated worst-case. . irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for .your use. Once you have received a good example of irrigation calculations, keep a set for. * your reference. In general the calculations will include: Hydraulic grade line. . Elevation at point of connection (POC) • . Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, fàrthëst away from valve • - ir Total ',Sprinkler heads listed (with gpm use per head) - * -.• • Include a 10% residual pressure at point of connection 3.- In general, all major sloped areas of a subdivision/project are to be irrigated via .separate irrigation meters (unles& the project is only SF0 with . no HOA). As long as the project is located within the City recycled water 6 -• Rev.7/14/OO * . 1 BUILDING PLANCHECK CHECKLIST 2° 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. F1 0 .. 12c. Irrigation Use (where recycled water is available) 1. Rêcycléd 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 mustdeal with. the SDCWA for this. L El 13. Additional Comments: • . • -• * .' Mdi e cyz. 1t3 a i t1-( Ca kdaJcn.1. e) '' iA Afkpiwtml • -. LLPY1 • p,j-yt. q • iJ SO'36 'x 'z 36O" • '• . • q €+- 3./O) . 4 ila;y LU d a qT uxcc •.• •• •• I. . •.- - '- • * • ,. - . • .• • - • ,.• •y • • • •• • . - . -- - • - * - • * •. I. • • - • • • • . - • - - - • • • .. • • F:BUIWINGPLANC8ECKC1(LSTFORM.doC • • • •• • • Rev. 7/14M - PLANNING DEPARTMENT, BUILDING PLAN. CHECK REVIEW CHECKLIST 3 Plan Check No çO Address Planner Greg Fisher Phone (760L,O2 4629 /ç:,ij_ Type of Project & Use s1ci .94/52- Net Project Density:- DU/AC Zoning General Plan Facilities Management Zone CFD (in/out) #_Date of participation:_________ Remaining net devacres:______ Circle One (For ,.non-residential development: Type of land used created by this -. permit 1 Legend: Z Item Complete D Item Incomplete - Needs your action 7 El Environmental Review Required YES - NO TYPE DATE OF COMPLETION: ' Compliance with conditions of approval? If not, state conditions which require action; Conditions of Approval: , Discretionary Action Required: YES - NO -TYPE APPROVAL/RESO. NO. ' ' DATE PROJECT NO. OTHER RELATED CASES:' ' Compliance with conditions or approval? If not, state conditions which r'equire action. Conditions of Approval: 1fl 0 Coastal Zone Assessment/Compliance ' V Project site located in, coastal Zone? YES NO V V CA Coastal Commissión Authority? YES NO, V If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92,108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): V , Coastal Permit Determination Form already completed? YES V NO If NO complete Coastal Permit Determination Form now. Coastal Permit Determination Log # Follow Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (ot minimum Floor Plans). 2). Complete Coastal Permit Determination Log as needed. ' I 0 0 V VlncIusionary..Iiousing Fee required: YES NO V (Effectivèdate of Inclusionàry Housing Ordinance - May 21,1993.) Data Entry Completed? YES - NO • : (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees: Construct" Housing. Y/N Enter Fee UPDATE!) H:\ADMIN\COUNTER\BldgPinchkRevChkist Rev 9/01 - - Site Plan: E 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 (including all sideand rear yard slopes). 0 2 Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 0 0 1. Applicability: YES , NO________ El El 0 2. Project complies YES NO________ •' I Zoning Or 0 F1 1. Setbacks: . -'.J. Front: " Required Shown * - Interior Side: Required 'Shown Street Side:, Required . .. Shown Rear: Required 'Shown . Top of slope:' Recjuiréd Shown r /1E57J(.jJ 2 Accessory structure setbacks Front: * -- Required. . Shown / Interior-Side: * Required Shown Street Side: Required ' Shown Rear: . " 'Required - /7' Shown Structure separation: Required, ,/01 - Shown 'Lot Coverage:' ,Required' 0 ' - Shown Height: ' Required -' - Shdwn: - 0 0 0 5. 'Parking: . Spaces Required • * Shown (breakdown by uses for commercial and industrial projects required) Residential 'Guest Spaces.Rèquired . ,Shown 0 Additional Comments 11E- ¼A çci £i7 /rc /i/e /1 6ef -i OM b'ti' OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER T DATE 5 Rev 9/01 H:\ADMiN\COUNTER\BldgPlnChkReVChkiSt Structural Calculations . For, .Project: MSK Garage 1542 Oak Avenue Carlsbad, CA 92064 - -do. •- Mark Burginger Valle Verde Ranch Studio 12944 Camino Del Valle Poway, CA 92064 : 858-613-0656 Nick Servin Servin Engineering 2382 Camino Vida Roble, Suite F Carlsbad, CA 92009 (760) 931-1792, FAX: (760) 931-1892, FAX2: (603) 484-7917 JOB NUMBER: 21245 • - April 8,2003 E 33538 CIVIV * . .•• ,, , . OFCP Nick Servm * '-RCE 33,538, EXPIRES 6/30/2006 Engineer does not take any responsibility for construction, or control of the job. Engineer's responsibility is solely limited to the design of the structural members included herein. Any changes to design, structural members or configuration shall, void calculations. Supervision may be contracted for assurance of proper construction. . -: •1 • •. 0 • * * •• No. DESCRIPTION SHEETS 1 Engineering Assumptions 2 Framing Calculations Fl 3 Footing Calculations, Pads P1 - 4 Lateral Calculations, Wind & Seismic Li-Lb 5 Shear Wall Schedule '& Miscellaneous details ENGINEERING ASSUM'TIONS. LOAPS: S ROOF: DEAD LOAPS: TILE 12.0 PSF FRAMING 3.0 PSF' * DRYWALL 2.0 PSF INSULATION • 0.5 PSF MISCELLANEOUS 1.0 PSF PLYWOOD 1.5 PSF TOTAL: 20.0 PSF :LIVE LOAPS: .- SLOPE <4:12. 20.0 .PSF SLOPE 4:12 16.0P5F FLOOR: : • DEAD LOADS: - 'FRAMING 5.0P5F f PLYWOOD PSF CARPET/PAP - 2.0 PSF CEILING . 3.0 P517• MISCELLANEOUS 1 .2.0 PSF TOTAL: - 15.0 PSF S • • LIVE LOAPS: S FLOOR • : 40.0 PSF -. PECK 60.0 PSF - SOILS INVESTIGATION Y: - • NONE AVAILALE, ASSUME 1000 PSF SOIL SEARING PRESSURE FRAMING: . - -• S - • . PSI PSI • PSI 2X, '4N FRAMING PFL #2 MIN U.N.O. 95 &75 • 1,600,000 A.LARG' PFL #MIN U.N.O. - - &S 1,350 • * 1,606000 PARALLAMS 2.6E WS . 290 2,900 - 2,00,000 - COMPANY PROJECT Wood Works® SOFTWARE FOR WOOD DESIGN V ' Apr. 8, 2003 15:45:24 RB-i Design Check Calculation Sheet LOADS: (lbs. psf, or plf) V V V Load Type Distribution Magnitude Location [ft] Pattern - V Start End Start End Load? 1 Dead Full Area 20 (10.50)1 No 2 Live Full Area. 16 (10.50) V No *Tributary Width (ft) . MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in): V V V I 0' L 16-6" Dead 1834 V •V •. V 1834 V Live 1386 V V , 1386 Total 3220 V ' 3220 Bearing: i .'z V 1.2 'Length V V PSL, 2.OE, 2900Fb, 3-1 I2x11-1 14" - Self Weight of 12.3 ptf automatically included in loads; Load combinations: lCBO-UBC . V SECTION vs. DESIGN CODE NDS-1997: (lbs. lbs-ft or in) V ADDITIONAL DATA FACTORS: F CD CM Ct CL CF Cv Cfu Cr LC# Fb'+= 2900 1.00 1.00 1.00 1.000 .1.01 1.000 1.00 1.00 2 V V Fv' . 285 1.00 1.00 1.00. ' (CH = 1.000) 2 Fcp'= 750 1.00 1.00 .• ', . V . - . V E = 2.0 million 1.00 1.00 2 Bending(+) : LC# 2.= D+L, M = 13283 lbs-ft . Shear : LC# 2 = D+L, V = 3220, V@d = 2854 lbs V Deflection: LOU 2 -*-D+L E1 830.57e06 lb-in2 ,. ' 'V Total Deflection = 1.50 (Defln dead) + DeflnLivé. V V (D=dead L=live S=snow W=wind I=impact C=construction) (All LCs are listed in the Analysis output) . = .• V V DESIGN NOTES:. Please verify that the default deflection limits are appropriate for your application. V SCL-BEAMS (Structural Composite Lumber): the attached SCL.selection is for preliminary design only. For final member design contact your local SCL manufacturer. Criterion Analysis Value Design Value . Analysis/Design - Shear V @d = 2854 yr = 7481 V/yr 0.38 Bending(+) M = 13283 Mr = 17970 N/Mr = 0.74 V Live Defl'n V 0.34 = L/586 0.55 = L/360 0.61 - Total Defl'n 1.01 = L/196 1.10 = L/180 . 0.92 Wind Design Analysis General Design Information P=CeCq1.sIw Exposure: C Maximum Height: 11= 12'-0" Basic Wind Speed: 70 mph q,= 12.6 psf Cq 1.3 Iw=1.0. Height 0'-15' 15'-20' 20'-25 25'-30' 30'-40' 40'-60' Ce 1.06 1.13 1.19 1.23 1.31 1.43 P(psf) 17.4 18.5 19.5 20.2 21.5 23.4 Roof Diaphragm Top plate height= 8'-0" S Force to S : diaphragm--,(/7.4 PF ' /,' )./ / I57pbt:. LJ Seismic Design Analysis General Design Information V=2.5CW R Soil Profile Type: 5d Seismic Zone Factor: Z= 0.4 Occupancy Category: 1= 1.0 Light Framed Structural Panels: R= 5.5 Near Source Factor: Na= 1.0 Seismic Coefficient: Ca= 0.44(I.0) 0.44 V==(2.5)(0.44)(1.0) W= 0.20W 5.5 Divide by 1.4 for ASD Assume-p=1.0 V= ( 0.20W )(1.0/1.4)= 0.143W Seismic Weight: Roof: - Area Weight-- Wall Weight IZr't- e/ Total Building Weight (51 2c 470 •- ® No. 937811E SI1EDTLER Engineers Computation Pad SON ,— O' 30r1D 8d 06 48 546 24 NOTES: A FDNAU4OTOBEATItoIaIMl 0 AgININCATESSA3A0R4wFRfi442ma1 OR 000WM.EHT ?7I id dc21 2(od ?WIi (-zi) r7 Ii -*w -i/siizi •o1 4 t' Q47 S - ZZ rr 1' -r CD I I (I) 1 1 I S -ivo1OH i - Overturning Analysis Project: MSK Garage , Location: 1542 Oak Avenue, Carlsbad, C. 92064 Wall: . #1 Wall 4 Line A Loading * Wall Shear FWIND= 2846 lb VWJND 278 plf FsElsulc 1476 lb vsEIsMIc 144 plf F'LF.=?t- DL Trib. Width= 2.0 ft DL= 20.0 psf . Wall Input . . Panel HIW Ratio Wall Line Length= .10.3 ft 1.64 <=2 (Zone 4) Wall Length= 5.5 ft <3.5 (Zone 3) Height= 9.0 ft Wall Weight= • 12.0 psI . • P ... Uplift From Wall Above .. i... .• . / // P(Wind)= 0 lbs . di P(Seismic)= 0 lbs Wall #1 d= 0.o ft ':, N, dl= 0.0 ft P(Wind)= 0 lbs P(Seismic)= 0 lbs Wall #2 ci=• 0.0 ft . di= 0.0 ft . P(Wind)= 0 lbs . P(Seismic)= . 0 lbs • Wall #3 ,. .. d= 0.0 ft .-• . di= 0.0 ft . P(Wind)= 0 lbs . P(Seismic)= 0 lbs Wall #4 . . d= 0.0 ft . . dl= 0.0 ft Overturning - . • ... • • - Wind •.-, Resisting Net OTM Holdown OTM Mom . Force • ft-lbs ft-lbs • ft-lbs Lbs 13,744 1,492 ,j2,252 2,450 Seismic ' • Resisting Net OTM Holdown • * • . OTM Mom . Force ft-lbs ft-lbs ft-lbs Lbs 7,128 2,015 • 5,113 1,023 • • .• .• Shear Holdown .. - • Wall Mark . Type • Bolt Capacit? • • • 3 HTTI6 5/8" 3,480- • Overturning Analysis . Project: MSK Garage . . . Location: 1542 Oak Avenue, Carlsbad, Ca. 92064 Wall: #1 . Wall Line B Loading . Wall Shear FWIND= 2846 lb . . VWIND=' 316 plf FSESMIC= 1476 lb. VSEISMIC= 164 pIt DL mb. Width= 2.0 ft. . . . . . DL= 20.0psf . . :•• . Wall Input ' . _Panel HIW Ratio Wall Line Length= 9.0 ft . ' 1.00 <=2 (Zone 4) Wall Length= 9.0 ft <=3.5 (Zone 3) Height= 9.0 ft Wall Weight= 12.0 psf ' . p d 'Uplift From Wall Above . - . ' ' - ' " 1/ -• P(Wind)= 0 lbs ' - •. . . - ' di P(Seismic)= 0 'lbs Wall #1 i .d= 0.0 ft . . .' . di= 0.0 ft ' P(Wind)=. -0 lbs P(Seismic)= 0 lbs Wall #2 d= 0.0 ft dl= 0.0 ft P(Wind)= ' , 0 lbs . ' . . • ' P(Seismic)= 0, '' lbs Wall #3 d= 0.6 ft dl= 0.0 ft . . ..'.... ' P(Wind)= 0 lbs P(Seismic)= 0 . lbs Wall #4 ,d=,'0.Oft ' dl= 0.0 ft Overturning Wind ' ., Resisting Net OTM Holdown OTM Mom Force ft-lbs ft-lbs ft-lbs Lbs 25,614 3,996 21,618 2,543 Seismic Resisting': Net OTM - Holdown ' 'OTM - Mom ' Force ft-lbs ft-lbs ft-lbs Lbs 13,284 5,395 7,889 - 928 . .. . - Shear - Holdown -Wall '. . Mark Type Bolt - Capacity - . • 3 HTTI6 . 5/8" 3,480 --• Overturning Analysis - - Project: MSK Garage - Location: -1542 Oak Avenue; Carlsbad, Ca. 92064 Wall: #1 Wall Line 2 Loading.Wall Shear FwIND= 1649 lb VW1ND 103 pit FSEISMIC= 1470 lb vsElsMlc= 92 pit L..- DL Trib. Width= 10.5 ft . DL= 200psf Wall Input : Panel H/W Ratio Wall Line Length= 16:0 ft 0.56 <=2 (Zone 4) , Wall Length= 16.0 ft <3.5 (Zone 3) Height= 9.0 ft Wall Weight= • 12.0 psf - • . . . P '' Uplift From Wall Above ., .. •• •- d. / -, P(Wind)= • - 0 lbs : . di P(Seismic)= 0 lbs •- Wall #1 C: '-0.0 ft P(Wind)= Q lbs • • P(Seismic)= 0 lbs Wall #2 - d= 0.o ft' . dl= 0.10 ft . .., .•• - ________ • P(Wind)= 0 lbs P(Seismic)= 0 lbs Wall #3 - • d= 0.0 ft '• . - di= 0.0 ft • - . . .• P(Wind)= 0 lbs P(Seismic)= 0 • lbs Wall #4- * o.oft: d= . . : - . di: 0.0 ft Overturning - - Wind • . . . •• -• - : • Resisting Net OTM Holdown - - OTM Mom - Force . - ; . • ft-lbs ft-lbs ft-lbs Lbs • • • . • • • -* • 14,841 27,136 -12,295 -793 •• . Seismic . • . • • Resisting Net OTM .Holdown • OTM -• .. Mom . Force . ft-lbs ft-lbs ft-lbs Lbs • 13,230 36,634 -23,404 -1,510 - Shear . * Holdown • * • Wall • & . - • Mark * Type Bolt Capacity * • 1 None • N/A .. •. .: - '• 1 RB-i 3,220 1 1 3,220 15 22 3 2 , .. 2 2 . 2 . .. 0 0 0 3. 3 3 3 0. -0 0 4 - 4 . 4 4 0 0 .0 5, - 5 .., . .-.. 5 5 '0 0 .0 6 ... . , . 6 6 .. , 6 0. ' 0 . 7 7 0 .0 8 ., . 8 8 8 . . .0 0 0- .9. 9 .,.. . . . 9 - 9 0 0 0 10 - 10 10 -0 '0 0 --0' ._0 O Footing Calculations Project MSK Garage - ."tUUFe 15%2IJdR MVeiJu, ..dlIbUdU, d. LUU' hone . Date 04/08/03 ;llowable Soil Pressure:.1,000 psf Pad No. Description Loads Total . Pad Pad Reinforcing Req P - # of Loading Depth Lengths #4 bars ea/way. Items Lbs - Lbs Inches Inches ' cIernc /2—f FOOTING SCHEDULE. .' . . Pad Ftg Ftg Reinforcing Required . . . No. Depth Length #4 bars ea/way • . P- # Inches Inches 3" clearance . 1 15 22 3 .2 15. .0 0 3' 15 " •. 0 4 15 .0. 0 5 15 0 0 •. ., 6 15 0 .0 . . -. 15 0 0 . 8 15 0 0 . • 9 15 0 0 . . 10 15 0 0 - •- ,. 11 • 15 0 0 I, , .' -• . S. (S SI . - 5' 5 '. S. ', * - - * • S S .• • .d - -.'. '--• * '5 .5 . . • _t_l-• - SHEAR WALL SCHEDULE; SINGE SIDED SHEATHING MATERIAL • BOUNDARY NAILING ANCHOR BOLTS SOLE PLATE NAILING BLOCK/SILL ALLOWABLE SHEAR SHEAR WALL MARK PLY OR OSB (BN) 5/8"x 10" (SN) A35 CLIPS (p1f) inches oc inches oc inches o. inches oc 1 3/8 STD 8d@6 45 16d@6 24 220 2 . 3/8" STD 8d@6 36 16d@6 20 260 3 3/8" STD 8d@4 . 30 16d @4T 14. . 350 4 . 3/8" STD 8d@4 •. . 24 LS@I8 $ 14 380 ,. 5 318"STD &I@3 22 LS@ 18 12 450 $ 6 3/8w STD 8d@2 16 IS @ 124 * 8 640 7 3/8"STRUC11JRAL1 8d@2 14 IS @ In& 6 730 * 8 W STRUCTURAL I 10d@2 12 LS@8"oc 6 870 * s 112'0x7"LAGSCREW DOUBLE SIDED SHEATHING MATERIAL BOUNDARY NAILING ANCHOR BOLTS SOLE PLATE LAG BLOCK/SILL ALLOWABLE SHEAR SHEAR WALL MARK PLY OR B x SCREWS :HGAIO (pif) inches oc inches oc inches oc inches oc A 3/8"STRUCTI 10d@4 . 18 8 12 . 1020 B . 3/8"STRUCT I 10d@3 14 6 . . 10 1330 C, 3/8"STRUCTI , I0d@2 13 6 9 1460 3/8"STRUCTI 10d(2 . II 6 8 1740 ••• A FIELD NAILING (FN)JO BE AT 12 oc, MINIMUM B 3INDICATES 'SIMPSON' 4 OR A35F FRAMING ANCHOR, OR EQUIVALENT C ALL BOLTS, SIRAPS AND HOLDOWN ANCHORS SHALL BE SET PRIOR TO POURING OF CONCRETE OR FOUNDATION INSPECTION D FOR SHEAI WALLS 4" THRU 8" USE 3x STUDS, PLATES & PLYWOOD BLOCKING wl STAGGERED NAILS TO AVOID WOOD SPLITTING E COMPOSITE PARTICLEBOARD PANELS MAY BE SUBSTITUTED GRADE 2MW F PROVIDE rx2"x3/16" PLATE WASHERS AT EACH BOLT. EMBED BOLTS A MINIMUM OF 7" INTO CONCRETE • • U THERE SHALL-BE A MINIMUM OF TWO BOLTS PER PLATE WITH ONE BOLT LOCATED. NOT MORE THAN 12" OR LESS THAN SEVEN BOLT • DIAMETERS FROM THE END.. • •• H STUDSARETOE SPACED NOGREATER THAN 16 OC ~$CEUED R.T.CTRUSS . INSPECTION ICBO AA-5113- 0 IN STRICT ACCORDANCE WITH UBC 25-17. PREFABRICATED - Warning: (Post at Job Site) Failure to follow these Instructions may result in serious Injury; loss of life, or property damage. HOeR,., WR1Sy SOW lASSO, 5(5081401.4110 lASSOS. .0050., $1.10 5 ED SIll WadS, end 01001501. 00 $0510111 B N .1115 0110014US$ II SORIlIHO, 0101 HAYT II Ha loDe, ASSAa-I debOl elSOHIWU 5010, IlOWdO 40en011. IF IGnORED. 0115 CBIISEOUENCES MAY RENtAl IN U COLLAPSE OF THE STRUCTURE. WHICH AT BEST ISA SUBSTANTIAL LOSS OF TIME AND MATERIALS. AND 011000 AT WORST Cools RESULT IN A LOSS OF UFL THE MAJORITY OF TRUSS ICCISENTS DESIGN ON FUSRICA OCCUS oFTIOHIO TRUSS SYSTEM INSTALLATION AND .11 A RESUlT OF IMPROPER UNLOADING AVOID LATERAL BENDING NEVER HANDLE TRUSSES FLAT R,rSag 540100 (0.8.010 ETHIGS. and I5HA5TDAl OS pl05810 nWOe, 0051mW WIIADNUDIS, LATERAL BENDING 4000 10510$ 04101 CII 00151 Eel DII 10*00050. ALL TRUSSES SHOULD RE P00410 UP BY THE TOP CHORDS RI U VERTiCAl. POSITiON HILLY PIWR10IIIIOSIISIHRRRIUIHI011010_OI.flIOSIYRACWODSI_RIRIOOISIO.INIUNRJISDIOY.CG_ SE. 151015510000041055111*101510 hOW0 00 051 GalA SlOAN OS AGNUSSO begAt Rend W 1101530 lademASe CR11010 DSAOHSS SInai SHIOFRA 005018* JOB SrTE STORAGE OONOTSTORE IUI0RACED BUNDLES APRISIRY 00 410181005 OR WIENER 01104010 115013500! 00000*0 - G.m eOW.Ren.1ILp..e.SUUOW.q 1lIl*5US*bleAl..Cl_*.!.0Ic,&GDRR C5IC'5 5I0S3PSID01dBOTmR53.0,.015ILPHIA5.I.Sed...30... LIFTING TRUSSES AVOID tLATgERA&L)BENDING // IWAIIII&II11% MAXIMUM LATERAL BENDING 4 PY7 ALL TRUSSES WHICH ARE ERECTED ONE ATATIME SHALL RE HELD SAFELY IN P054. TIONWITH THE ERECTION EOUIPSIERT UNTIL SUCH "ME ASSL NECESSARY BRACING HAS BEEN INSTALLED. Ar- YIN. .5(9 00 50*05 .YSI. eISIISOIIUOIAKOIIIN 0,15.1.14 4,010.6 na. na. JJV1 JNVL PRIIU1 SSWaI5SLL5O01IBE.*CQI.U40OW,S_.YI.*WQSl.00 EREC11ON BRACING (& (9 & BASS DI WTTHRIDAWAL DO NOT WALK OR DR NOTWULK ON 0105380 II Oad100AS. 051100051 PeON ORRICYHRDRMCIOW USORACEDTTRISSES 000101.0 ENDS 411040 FLAT 1000300004400001000,0 BEGINNING THE ERECTION PROCESS (END WALL BRACING) IAL110bIA000*IIA000DPSDEe5SPe0UD._.OHJPII._A V0E000*5BA0ESBA10IPeMRFU*1050005DOHII0.KO_55S.ST,.., 00CT15*5*R10000APeIIUESE5$Y10SS.NSSSHOOH..810DIe,AKI_A GROUND BRACE.IRtER *0el-**mRASSDO.816500. NHDRAQOYAPSCISHSD.lS5*000 5*0.0 RHIASO Ia 8* A50$IIBOTH..ISO.CUO 00Usd OORICNSO,010G.111581.$ 0501500 50.0 50 *0KSOASI ASL1.0.IN104RE. IRIR00US5*GpH.11500T. 5000015C15SIOeclbH.W5 5*0.5. $1fl65NeNaW.0005*SSISI 8*0*1105 .00 U 0.109 000 050001, l01 p. 00 EI1 ERECTION TOLERANCE i +4-10 *0100.0 R1OW0IO35U.BA1SO.O.N.IRSHS,M1S1S0CA10PII5I,UFPECTY.VBPAQASQS._., A050 IH**S CR55 011.4.11.. 5503e RI P0 001N DLII,.. .5.13. 0301114 CONSSWADAN. 80051 UI10do01lHolVRoIT8Ra.Ud4nl.M.n.NH,,50.81.5 05011500,005010 ad0.t$UHANISNRSO.100.011. BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Hl.SSCSDA000KSS*edSWS$Ren$SI13SalI1500IWI.HS*oklel..1.1Ml),050. IIT.PEIIOS Sl..HAIRLPNO.21 S1SOlC.11CoN.m.sT8S.SwUD.51b5.N,.H5.1,C.,*.,.,,..m,I_, IIY0P0RNRHTI.AUO. LIDHIOI RPIEJUIH SDBOOE00000IJIIS11R.CAN,310.DNO,sNS, 5(001501005 C.AYAOO 1.10581000100. dl. PDl*.05111U.CAcD50*LY, 050*00 00IESOISOS0000U.RSNeUI..CIISQSSCOP., $1d*1R0$UI00IOOØISO,.. - 81 I. RSdS '1ld I. ADsal010 501*0 lOS .010 -U .TIS I .s 00058 CI HS*$INIlll U 00 0150 OOOWSUISSIN.55.ACISCSOC 1. CH10S.3ASIU.5C.OIN15RI1500SLAI*OSIU. 0lSIOWl**B,RASOWIAP.00R,510011.S1. ONUTI.loSSSOCN.001.IAIOO. 551fl51611011111e505*.,105 REOTRROSO00PLIIILKOSSRINR000D.IAN adtsst*S51wWl*0.a000c,0501 OOBOTGSESUORTHLOCHSTO t.lIOdt*005510E BOISE FROM DI0000UNLTRUSSES BRACING REQUIREMENTS 00100 THE SAME PNINCIPN.ES APPLY TO FLAT ROOF SYSTEMS STACKING MATERIALS DR II0TPROCEEO WITH BGILDRIG COMPLEIYOII UNTIL ALL RRAONS IS SECURELY *010 PROPERlY RI PLACE NEVER STICK MATERIALS SR 01 0000 054505(5 URORACED RH HI*DESSATSIY RRUSHOTRASSES II II 000 01 PR*0I5.0.*.1 NEVER STICK MATERIALS RN CAIISILEYEREDTRUSSES NEVER OVERLOAD NUIALL GROUPS OR ULRIOLETRUSSES. P05*510W LOAD OVER US HUNT ISISSES AS P051101.0 ftr11YI . I '-- 51.1.1.101.01.01.3 011.101011 5154010 OON0H *01 DIROYS sCd. *11 0010, CORRECTION OF ERRORS EnR Il 855910 0005 e0,o. IAYRHIOW, So 0115*5 001R10, e.IA10110000N5RAe..es*SSWIIRORVSp Fm 5*905100 dollY bet, 0l001501015100, begAn. C0IeIURI.O RI SlITS AN,. 0305 ndl8ASgH5RllRd*sldWfll ReSITROgS lId UHOWIRINODIT II 10,11.1 0,5010,110 $155 beOWby PR AOIDLO 000,1000.101 ALIT CORORIIRY *114011 laSSO, 0001019101101190 ,eOWDRd OilIlY Edo YIRTCRI011IIYSESEP1.0A CAUA.lselnjld 110.1110, $110 SIllS 14 NO.3000.11.00101115500065 RIIWACIAIH 01 VIe 0050 KId esallNthOl.R$I15 $ 0,5110 DIe SSIUORO.IOSER 5155 nICJIAS,T, clod legiONs 015850*00 DIGlIRO. SA 11581 wIllS, etC sHED. ollgAls..Aç .nalyll,. 011Db. 5110580000 CUSS 11010.00.., lIST. regtAo.sd 05*1006 oloatnooll,n510SREI Set.. 5APR10 STEe 0153 IIIKSISUAIRI 1111 500 150. CIOIAROSIDI,g OIT 1114$ 1101,506,1000 000 by 001.1080050, OHIo, CSOSAsE*0y 0108*110. end $105150 be 00101.0. TEMPORARY ERECTION BRACING TIll ClOIllRd5 and CO0e5113 OAI6I0400 ISIS 0*00 10011100 T.Rl1001T ETDCIIOOI RIDCIRI 0110 0Iflel I000II11leRWIlISE$ 10 *0011* 14,31 lbS 10.101 SOCSIISCIIOC IeCllAGAe$ OTICIlEYRd *110611110 .110 lOS 56,0 STORmS SAFELY In Place A. CNHDI*I,d SIVIElAlS TEe.. leCOPlmondlllAlo 10 50*1115 SolId tl5SOS0IRll01aI1RRlIISI5O55clleeR5pefl$fl5e405Dd15Sle.J,,85IpEN,l,DIffiIM_*IN..lII,,. 11IIbUImAoI.OADIoIIIOIIIAIRSIRS0000IGUIEOIS000030.bopl000,I84Oo11..NNAIINIdln.etd. QAOEIOd bIlKing 00019,., bliND,. 0,0,1010, CR11155101. R1IA3. 1110 WOOd TIllS 015181101 AIYOIIES 05500551101361*lnl50RV155W55l5*IllVIR011T500.005llgllRnllfl.A..ap$At110,11010530 an. 110 l5600lllll*TIOIIIURI. 0,10 I!1101nlollod COCI31n0dheIeIR bY ltlldlng 00310,01 00 by CITEIIOC 550IlIClOIt PERMANENT TRUSS BRACING PDYIDR.I0 8100 IS. 01.1101000 lIsa 51*10,10 POIO*PHISSORS 00 GORY(9 00591.? .10 ERASI be 01w., 0, 00 5JUl19 EIIIAQIIIA,. P501150055300510 SSIIIAaI 1101001511$ 0010 1505 KHIESTRIS 5 580*, NT 110 1151 1131911 &RGS5S. .10.1106,5100 lol030d by PlO lIONs, 1030110105610.10550505 UTOSdKIE$0581P3510Ee01040h155O.NJA.ns WIG SMSAIdSISOROPODDIISIIOIIISOWq 0*151.0 SPYI. SED(N00010oa 00.15$. 0,. ElSa, 30(1. Rl*lL0OU.0H 05701110,11101.. b*q.0SW 800101111011p050y0.150055.Cb.Q SPECIAL DESIGN REQUIREMENTS 110 *35100. E.Kb 05 0A10 OSO9. P010 50115. .010lIIC55SIn5. UdOdOOlIlS. 91001 0000.0 SOIO,8.IEISSIWIRYSTSA'dR,Sw.UIsR Yideds00100mde300lllslybyRfll5lg RO5*a. 6* 9101 00101.8,. An. 81*11.1 Cd 01001.1 SOAYQ OSTR0000RIUNO R05o @I69 I_IlIM POW TVNSCOOALOOSUISDII. , WIILII ______ 5001010 BRACE.BETEDIOR S*800H10UR.NdSlO,NRUORDIL .111.0,100*000 palS 11055*10.4 SOILSOlYSRIOd 030 80 1184 00 5,010*0 PD., 000 .0 ES RL*0..SIS.S EILe$ A R. .511 5* 8405.1$ UI 15061* ~-- 11111111N 11 1111 Iq 11111111111111111111111111111111111 IN LOAD DURATION INCREASE 0 1.25 WARNINGS: - • SPACED 24 O.C. I Read at General Notes and Warnings before esntlnatton of trusses. Inc EompuTru DING LL+DLONTAOa 30 PSF 2 Builder and erection contractor should be advised of ON General Notes and Warning before c-struction commences. DL ON BO1TON CHORD = 10 PSF 3 lx3opresslonweb bracing mud be Installed where shown ,. Manufacturing. Engineering Computer Systems TOTAL LOAD = 40 PSF - 4 Alt lateral fame resisting elements such as temporary end per- ___________________________________________ 5 PSF REDUCTION TAKEN ON manerd bradng, must be designed and provided by designer of V • BOTTOM CHORD AXLAI. STRESSES ONLY complete alructure., CompuTra, assumes no responsibility for such bracing., - V S No lead should be applied to any component, until after all - . * - REACTION - 840 bracing oral fasteners are complete, and at no time should any MAXIMUM TRUSS MEMBER FORCES 6 loads grarderthandesipnloads beapptiedto any corngcneaL CompuTnis has no control over and assumes no responsibility V ' T1= -1534 01 a 1416 WI 0 •. -4 for the fabrication, handling, shipment and ktslatallen ofcenpo- T2= 1060 W2= 528 7 This design Is furnished subject to the imItations on truss PEAK _L JL . designs Sal (am by the Truss Plate Institute In 'Bracing Wood (2x6) C-4x4 3 to 24-0 40 1.5* Trusses HID 91 a copy of which will be famished by Compu- (2x4) C-3x4 3 to 24-0 3.(r V V 1.51 V Trus upon request. - GENERAL NOTES unless otherwise not I Design to support toads as shown. ALTERNATE SPLICE (T2) ' - 2 Design assumes the lop and bottom drools to be laterolty B V - , - V braced at 2'-O oc, and at 12'-O ac. respectively. V (2*6) C-4x4.3 to 24'-C SPLICE D V ' 5 2*4 Impact bridging or lateral bracing recommended where (2*4) C 25*43 to 24'-V (2*6)C 5*51 to 24'4Y 15 4 Installation at toss Is the respesslhtftly at the respective centres- 12 (2*4) C-4x4 3 to 24--17 11.5* 5 Design assumes trusses am to be used in a on-corrosive V H' , V . environment, and are for 'dry condition' of ann. V *_•________J , , V 5 . . NO SPLICE ICE V ' .' B DesIgn assumes fat bearing at at supports shown. Shim or C-1.5x2.6 to -. - 24.0' , wedge if necessary. - . V 7 Design assumes adequate drainage Is provIded.' 8 Plates shot be located an both faces of bus,, and placed so I their center line, coincide wIll, (olni center lives - 9 Digits Indicate sloe of plate in lathes. 10 For basic design values at the CompuTnis Plate, Indicated-by the p,etIsC, see LC' D.O.RVRV4ZI1 II The CorpuTnrs Net Sestlon Plate Is Indicated by the polo 'CW the designator (18) Indicated 18 go. material is used Al others are 20 go. D OFF PANEL SPLICE NOTE Off pane) point splices are located at 115 MATCH T.C. ' . - . the pane) length 16* at either end of the 12 ' V . . panel indicated, except end panels. 114 1/4 C4x43 to 24 V BI C2V5X4V3 to 18'-0' NO SPLICE ALTERNATE SPLICE (81) 0.29017 SPAN TO24'-0'SPLICE , - C-SoS 0 to 24-0 EXP. 3131103 OFC SYMMETRICAL ABOUT CENTERLINE FILE NO: TRU42 - 24- 5 - 40* DATE: 01/01/98 REF: 25-1 DES: V SC SEQ: S250016 UBC-97 Chord Size FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 950F I 1800F 1 1650F I 1450F I SS DF I #1&B DF I #1 DF { 92 DF 1 ss HF 141&R I-IF I iH 1 ;4Vu V , I I WEB MEMBERS - 2x4 STANDARD OR STUD GRADE HEM -'FIR, OR.AS NOTED ON DESIGN 1111101 L -- 1111111 11111 IIlIII11t IItll III / ic= I FOR ( ENDS &JND 1t • GABLE END 'RUSS MAY RESIST UP TO 100 IF DRAG LOADPRO u,rs.is. un VIDEO / MINIMUM GABLE STUD GRADE - 2x4 STANDARD GRADE HEM-FIR 1 STUCCO OR OTHER SHEAR RESISTING MATERIA L A D E Q U A T E T O RESIST Manufacturing - Engineering Computer Systems 180 PEP IS ATTACHED TO ONE FACE STUCCO MUST GE ATTACKED IN I , ACCORDANCE WITH hOC TABLE 254. QE_SSJ 2 GABLE END TRUSS IS ADEQUATELY AND CONTINUOUSLY CONNEC1ED1IO SUPPORTING HEARING WALL - GABLE END P30.29017 C-2 S'c4 3 2x4 BRACE AT W-W w— OR AT C-lx2.6Typlcal cn CENTERLINE. ATrACH VV" 16d OF uj NAILP-SHOWN IN(). 2x4 STUDS STRUCTURAL TRUSSES MAX (2) ______________________________ • • C-2.5x4. (SpI) 9 'CENTER VERTICALS VARY AS REQUIRED ji BY VENT SIZE OR OUTLOOKER BRACING FOR GABLE END - CUTOUT FOR 4x2 OUTLOOKER CUTOuT FOR 4)Q OUTLOOKER _______________ _ _ _ _ _ _ _ _ _ _ • (( I . 29017 OFF STUD OVER STUD EX?.3/31103. 1* FILE NO: Gi\BLE END .- / .j OUTLOOKER DETAILS DATE: 01101198 G1 I - • - RF: 2-15 DES: SC cFfl slcicn4 IIRr-97 P A0WA1kL I I . . L , - CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the'City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name: Building Permit Plan Check Number: Project Address: A P N (7 o o Project Applicant (Owner Name): Project Description: Building Type: Residential: Second 'Dwelling Unit: Residential Additions: Commercial/Industrial City Certification of Applicant Information: Number of New Dwelling Units Square Feet of Living Area'in New Dwelling Square Feet of Living Area in SDU .1' Net Square Feet New Area /are Feet Floor-Area Date: I Unified School District 6225 El Camino Real Carlsbad CA 92009 331-5000 Encinitas Union School District 101 South'Rancho Santa Fe Rd Encinitas, CA 92024 (9444300) San Marcos Unified School District 2i5MataWay San Marcos. CA 92069 (736-2200) San Dieguito Union High School District 710 Encinitas Blvd., Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended äertification of payment and. pay the, additional fee if Owner requests, an, increase in the ,nirnber. of dwelling'.units.-or square, footage after the building permit is issued or if -the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ per of the above described project(s), or that the person executing this declaration is authorized to n behalf o Ow er. Signature: C)LIVI- -- - ' Date: /L// 0L1/ 635 Farada9,Aeue • Carlsbad, .CA 92008-7314 • (760) 602-2700 Revised 4/20/00 Building Counter! (760) 602-2719 • FAX (760) 602-8558 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION . . (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS -FOR THE. V PROJECT HAVE BEEN OR WILL BE SATISFIED.5 V SCHOOL DISTRICT: . ... . V. '• .. The undersigned, being duly authorized by the applicable School District, certifies that the ' V developer, builder, or owner'has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other, applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL''. , ..V.. , ' V ''' . •' r,.... " GAYLEN FREEMAN TITLE ,• ' S V DEPUTYSUPERINTENDENT V • CARLSBAD UNIFIED SCHOOL DISTRICT ' V .NAME OF SCHOOL DISTRICT' " ., 6225 acINoR,, , ' • • V CARLSBAD, CA 02009 DATE PHONE NUMBER 7j 53/ 3J Revised 4/20/00 ' . . . S • , V V • • ' CB030864 1542 OAK AV CBAO GALLAGHER RESIDENCE-DEMO EXIST GARAGE-NEW 758 SF DETACHED GARAGE RESDNTL RAD - - - Low KAMPHUS JIM- - cJç/UILDING I- -7 ( (; / ENGINEERING FIRE APPR/I-OPM / u1 HEALTH DEPT - I) __ _ HAZ MAT /AIR QUA LJ C OTHER SEWER DIS1P u - _______ BLDG GRADING LETEF FROM PLICANT APPLICANT PLAN CORP I ENGCORR SCHOOLFORM CID FORM A3, C- (Fy' Irc UA 4? otio . -. 1t V - V - S V f 4 .- St - - - - V -