Loading...
HomeMy WebLinkAbout2701 HIGHLAND DR; ; CB101450; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-01-2010 Residential Permit Permit No: CB101450 Building Inspection Request Line (760) 602-2725 Job Address: 2701 .HIGHLAND DR CBAD Permit Type: RESDNTL Sub Type: 2DU Status: ISSUED Parcel No: 1561109400 . . Lot #: 0 Applied: 08/05/2010 Valuation: . ' $41933.00 Construction Type: VN Entered By: RM Occupancy Group: .' Reference #: Plan Approved: 10/01/2010 # Dwelling Units: 1' Structure Type: MF2-4 Issued: 10/01/2010 Bedrooms: 1 Bathrooms: 1 Inspect Area: Project Title: SMITH RES- CONVERT 484 SF Orig PC#: DETACHED GARAGE TO A 2ND DWELLING UNIT-(DONE Plan Check # WITHOUT . PERMIT). CONSTRUCT NEW 440 SF GARAGE, 163 SF STORAGE/LAUNDRY ROOM-EXTERIOR ENTRANCE-(BUILT WITHOUT PERMIT). . . Applicant: Owner: SMITH DOUGLAS K SMITH DOUGLAS K 32161 VIA BARRIDA SAN JUAN CAPISTRANO CA 2675 ' '- SAN 32161 VIA BARRIDA JUAN CAPISTRANO CA 92675 / Building Permit / ". / $366.00 Meter Size Add'l Building Permit Fee -' / $0.00 AddI Red. Water Con. Fee $0.00 Plan Check -., $237.90 Meter Fee $0.00 Add'l Plan Check Fee . $0.00 SDCWA Fee $0.00 Plan Check Discount I . C') , . "$O.00 CFD Payoff Fee $0.00 Strong Motion Fee1 '. '...' .$419 PFF (3105540) ': $466.87 Park in Lieu Fee ' .-v' I' $0.00 PFF (4305540) $430.95 Park Fee $0.00., License Tax (3104193) $0.00 LFM Fee : )1$0.00 License Tax (4304193) $0.00 Bridge Fee 'r '\ " $0.00 Traffic Impact Fee (3105541) $1,621.80 Other Bridge Fee '. '. "-.. $0.00 Traffic Impact Fee (4305541) $0.00 BTD#2 Fee , ', . $0.00j. Sidewalk Fee - $0.00 BTD #3 Fee .7 $0.00 PLUMBING TOTAL $91.00 Renewal Fee -. $0.00 - ELECTRICAL TOTAL . $30.00 Add'l Renewal Fee \ "( $0.00 MECHANICAL TOTAL . $35.00 • Other Building Fee $0.00 Housing Impact Fee . -' $0.00 HMP Fee \ / $0.00 Housing InLieu Fee . $0.00 Pot. Water Con. Fee \ / ) $0.00 Housing Credit Fee $0.00 Meter Size . . ' J / / . Master Drainage Fee $0.00 Add'I Pot. Water Con. Fee 'N S...) $0.00'. Sewer Fee $1,096.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473) Fee '--. $1.00 TOTAL PERMIT FEES $4,380.71 Total Fees: $4,380.71 Total Payments To Date: $4,380.71 Balance Due: $0.00 4r FINAL APPROVAL lnpector: Date: I -, Clearance: NOTICE: Please take NOTICE th.r approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/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 Carkbad 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 tees'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 ciiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. 11 ,, . City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 10-01-2010 Permit No:SW100333 Job Address: 2701 HIGHLAND DR CBAD Permit Type: SWPPP Status: ISSUED Parcel No: 1561109400 Lot #: 0 Applied: 09/29/2010 Reference #: Entered By: RMA CB#: CB101450 . Issued: 10/01/2010 Inspect Area: Project Title: SMITH RES- NEW 440 SF GARAGE Tier: 1 Priority: L Applicant: Owner: SMITH DOUGLAS K . SMITH DOUGLAS K 32 161 VIA BARRIDA - 32161 VIA BARRIDA - SAN JUAN CAPISTRANO CA 92675 ' SAN JUAN CAPISTRANO CA 92675 / Emergency Cdntact: - DOUGLAS SMITH / • 1 /•J 714 350-8148 I 7 Y i $45.00 SWPPP Plan Chek SWPPP Inspections --'- f '1' \-. - $54.00 Additional Fees $0.00 TOTAL PERMIT FEES •. . \ - $99.00 Total Fees: - -- , •4_ $99.00 -Total Payments To Date:, . $99.00 BalanceDue: $0.00 \ - .,. • FINAL APPROVAL -. . bAj(3 ..: ' Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 " CITY OF - 760-602-2717/2718/2719 Plan Check No. CA/'19 1 '5p Est. Value ;43j H• S Fax: 760-602-8558 Fian UK. Depusix- 11 ,:CARLSBAD' Date jJ37ctv JOB ADDRESS I SUITE#/SPACE#/ NI U -oi• HLoI -JL?D, c1DzobI 4AP I - - - zr/PROJEciT# LOlA irHASE# #OFUNITS #BEDROOMS #BAThROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected vIL -e( Area(s) t ç4d..4f C1ltIt') .~/) C1jj fi . 2P d-e1Is CLb1iI 'Con5rc re &) s _) /3 LZ4AVn 6lkV A'a (&rx EII17& C EXISTING US PROPOSED USE 7 GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIRCONDITIINING YES 0 #__ NO 0 YES 0 NOD IFIRESPRINKLERS YES 0 NO 0 71, CONTACT NAME (if Different Fern Applicant) APPLICANT NAME U9LS 5 '7!-/ ADDRESS . ADDRESS 2ibIH 1 GHt-10 R. CITY - STATE ZIP CITY STATE ZIP LSi3ifl A PHONE FAX , HONE )350 FAX • EMAIL• PROPWNERNAM CL '5 fvt TH CONI TORAM /D ADDRESS ________________ ADDRESS ,, I J)(2 L-S (_J ''S STATE ZIP C 1 (_- 72c CITY STATE ZIP t) C- 0- 9202? PHONE . I FAX '-1 1 q 7qá—tcj' PHONE 715- !o% FAX 1(3,2- -("87 / EMA , &cJ3. -Fix C Cox, k il EMAIL A ___________________ ARCH/DESIGNER E&ADDRESS STATEUC.# STATELJC.# CLASS CITY BUS. UC.# eC. U5ifleS5 anu rroiessions i.Oue: iny O .,ounty wnicn requires a permit to construct, alter, Improve, aemallsn or repair any structure, prior to its issuance, also requires the - applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a ,civil penalty of not more than five hundred dollars ($500)). '• - - 'Workers' Compensation Declaration: (hereby affirm under penalty of perJuiy one of the following declarations: 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 the work for which this permit is issued. O I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (6100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest and attorney's fees, CONTRACTOR SIGNATURE S CJAGENT DATE (hereby affirm that lam exempt from Contractor's License Law for the following reason: I Cl ' I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's - License Law does not apply toss owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sate). I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 4.. I]. I am exempt under Section Business and Professions Code for this reason: 1'"u 6' 5/-9 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. CI Yes /$P .j,) -'' , 10-2--y L.. 004 - 2.l(have / have not) signed an application for a building permit for the proposed work.... ' C-u-O— r- te44.4,i (f/cr CC4ut'es.C/ - 3.1 have contracted with the following person (firm) to provide the proposed construction ('include name address/phone! contractors' license number): Kr - - 4. I plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' liense numll - 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! type of work): ,.PROPERTY OWNER SIGNATURE - (1 DAGENT DATE < f - / b - r Q , :;?;7•424_tz:lz: Ocp 3fl1YNIS S.1NV3I1ddV' iuuethpns qpazio ioJo&eppn pnsjoeepeipwoqsAepog mom P ouaujuicolouaw.wed Lpnscq p poqne,vjo 6to.pinq eqn ueIInuueqpueuogeiuI q endxejeqsa sueoideqijepun iego 6u!pVn9 eqq pnSSIpUU8dIJeA3 :J(JJfrJ(3 lqeq Lq seuos c jeeo sainpriqs Jo uOlPn4suO3 jo uoqijowep pue daep,og J8AO suoqexe joj painbei si p•uued vi-so uv .vHS0 WVi83d 91W. J0 ONWMJ9 3HJ.d0 33N311D3SN03 NI AIJO alvs ISNNDV 31Th130V AVM ANY NI AW HOIHM S3SN3dX3 ONY 91.903 S1Ni1OC]flf S3IiJ1I8Vfl T1VISNIV9V UY9S1V3 JO A1J3 3W. S93W4IVH d33)1GNV)dIN3GNI 3AVS O133JOV OSiV I *sasodind uadse ioj Aiadwd paucqueui eoqe eq unJe4ueq peqspeo joAp3 eqjo eMejuesa!dw eoqne Aqaieq UOPrusUUIpI!flq ouqejai seI am PUSSUSU!PJO AM lie qqdwoo oeaie i aeiroe Si sueid a Lp uO uo.qetwojul apetp pue pwoo 5! UOqeuuOJU i aoqe aLp leLp eies pue uOpeoIldde atppeai aeq 1 le4l jjuao OGO8BOJO&JO ssaippV sJepua1 OweN sJapur '(aPOO NO (!) L60 3aS) ponssi si pued s!q JOM eqi jo eouewiopad 9q3 JOJ Aoua6e 6uipual uoirjnqsuoo e si eiaq leql wijje Aqojaq E4øV QOO'J I3iI.LSiO 1OW.NO3 NOlIflT16d thY 3H1 ONY S30iA3S A3N3D3W3 S O 331:W0 3H1 dO S1N3W3thfl3I ]HI ONLL33VlSi JO 13W SVH 1NY3flddY 3W. SS31Nfl aanssi 39 ION AYW A3NYdfl33O 10 3IV3idU.33 1YNIJ V S3A 3iV S3MSNY 3HI 4NYAl ON SSA OS I003S BJO liepunoq iSiflO eq JO 8$J 000 uqM pepflisuOO eq °i AII!5eJ aLp s ON 0 SA 0 Pi11S!P luawe6euew 1!Ieflb J8 O P!45!P IO4UOO uOpflIIOd JIB 841 WOJJ pied e ueqo 0! P8JIflb8J iuedno 6u1p1!nq 8JflIfl4 JO IUBOIdde 841 Si ON 0 SSA 0 jpV jun000V eauelsqnS SSOPJBZBH l8u'j-A8s8Jd eip jo KSSZ io EMZ'gMZ 5U0Q389 iapun wei6oJd uoquaAaid pue juawa6auew )jSp io uuoj uo4a4SI6aJ sjeiajew snoprnzeq kein3e ueld sseusnq e pwqns ol pwnbeJ juednmo 6upInq airqnj JO jueclldde 04151 YX€ ODOO cioG3i1owo DOPO1DIZO 1t JcE*it3 JtØB c4 t I - '' ,,_:' •,. - City of Carlsbad Bldg Inspection Request Lu For 01/12/2011 .Pèrmit# CB101450 - Inspector Assignment: PD .Title: .,SMITH RES- CONVERT 484 SF Description: DETACHED GARAGE TO A 2ND DWELLING UNIT-(DONE WITHOUT PERMIT). CONSTRUCT NEW 440 SF GARAGE, - A I •rI A II AU IIlF .;Type:RESDNTL - Sub Type: 2DU Phone 7143508148 .Job Address: 2701 HIGHLAND DR Suite Lot 0 1Location Inspecto ____________ .,APPLICANT SMITH DOUGLAS K Owner SMITH DOUGLAS K Remarks p m please) - Landing and stair insp Total Time:Requested By DOUGLAS Entered By CHRISTINE CD Description Acts Comments 11 ' FtglFoundation/Piers - , 61 - Comrnents/NoticeHoIds C.J / (JO 3 3 - /( ,J,4- Associated PCRs/C Vs/S WPPPs Original PC# f 7- CV070239- CLOSED H- RET WALL W/O PERMIT; CV090809 CLOSED H NO GRG BUILT AFTER LOT SPLT ' SW100333 ISSUED SMITH RES NEW 440 SF GARAGE Inspection History Date Description Act insp Comments 12/07/2010 11 Ftg/Foundation/Piers PA PD @ LEDGER BY LAUNDRY 5W100333 12/02/2010 34 Rough Electric AP PD @ GARAGE -,'l 1/23/2010 17 interior Lath/Drywall AP PD -.11/16/2010 14 Frame/Steel/Bolting/Welding PA PD @ LND D.U. 11/16/2010 83 Roof Sheathing/Ext Shear AP PD @ GARAGE 11/12/2010 16 ins'ulation ' AP PD '- -11/10I2010 .14 Frame/Steel/Bolting/Welding NR RY NO ONE THERE 1 1A 10/28/2010 11 Ftg/Foundation/Piers AP PD GARAGE SLAB -'- 10/28/2010 14 Frame/Steel/Bolting/Welding PA PD © SHR WALLS - 10/27/2010 13 Shear Panels/HD's - -, CO PD NO ONE HOME .10/27/2010 - 22 Sewer/Water Service - PA PD OUTSIDE WATER LINE .41 • = . - .--10/27/2010 34 Rough Electric . ' -CO PD NO ONE HOME 10/22/2010 13 Shear Panels/HD s -. CO MC PRE LIM @ EXT.SHEAR NO ANCHOR BOLTS INSTALLED 10/22/2010 16 Insulation WC MC 10/22/2010 - 34 Rough Electric WC MC' 10/19/2010-,-11 Ftg/Foundation/Piers AP PD 10/19i2010 21 Underground/Under Floor WC PD * - - - - -----I', . - •1 , ,- it - ., Date Inspection Item 01/12/201111 Ftg/Foundation/Piers 01/12/2011 11 Ftg/Foundation/Piers 01/12/2011 89 Final Combo 12/07/2010'11 Ftg/Foundation/Piers 12/02/2010 34 Rough Electric -. 11/23/2010 17 Interior Lath/Drywall 11/16/2010 14 Frame/Steel/Bolting/Weldin 11/16/201083 Roof Sheathing/Ext Shear 11/12/2010 16- "lhsulation 11/10/2010.14 Frame/Steel/Bolting/Weldin ., 10/28/2010 11 . Ftg/Foundation/Piers 10/28/2010 14 Frame/Steel/Bolting/Weldin -: 10/27/2010 13,, Shear Panels/HD's 10/27/2010 22 Sewer/Water Service 10/27/2010 34 'Rough Electric 4 10/22/201013 Shear Panels/HD's 10/22/2010 16 Insulation 10/22/2010 34 Rough Electric 10/19/2010 11 Ftg/Foundation/Piers .10/19/2010 21 Underground/Under Floor - •, .10/19/2010,23 Gas/Test/Repairs .••... .-...- 5, 5' 4 -S -5- .- 4 5..,-.. -S. _-k•, 5'.., S • - S - S - - - --5.-S .t. . I Thursday January13 2011 - -- Page 1 of 1 DETACHED GARAGE TO A 2ND DWELLIN Inspector Act Comments PD WC RI p m please - Landing and stair insp PD AP FINAL PD • PA @ LEDGER BY LAUNDRY 5W100333 PD AP @GARAGE PD AP PD PA @ LND D.U. PD AP @GARAGE PD AP PY NR NO ONE THERE 1 1A PD AP -GARAGE SLAB PD PA @SHR WALLS PD CO NO ONE HOME PD PA OUTSIDE WATER LINE PD CO NO ONE HOME MC CO PRE LIM @ EXT. SHEAR. NO ANCHOR BOLTS INSTALLED MC WC MC WC PD AP PD WC PD AP U.G. inspection List - Permit#: CB101450 Type: RESDNTL 2DU SMITH RES- CONVERT 484 SF 5 - 1- , -, - EsGul Corporation . s . In PartnersIiip with government for 'Bui(iing Safety a - DATE: September 28, 2010 L3,APPUQANT JURISDICTION: Carlsbad U PLAN REVIEWER - 13 FILE PLAN CHECK NO.: 10-1450 SET: III PROJECT ADDRESS:2701 Highland Dr. PROJECT NAME: Smith Residence; Add Garage, Convert Previous Garage; Legalize Shed The plans transmitted herewith have been corrected where necessary and substantially comply vith the jurisdiction's codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. Th&plans transmitted herewith have significant deficiencies identified on the enclosed check list .,and should becorrected and resubmitted for a complete recheck. The chick list transmitted herewith is for your information. The plans are being held at Esgil ;Corporation until corrected plans are submitted for recheck. -': 71 :The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant côhtact person. rL- a The applicant's copy of the check list has been sent to - f •-- - Esgil Corporation staff did not advise the applicant that the plan check has been completed. - Esgil Corporation staff dud advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted i (by ) EMAIL douglas.smith@cox.net Y Mail-, - Telephone -Fax In Person Z REMARKS: Each sheet of the plans must be signed by the designer. e By:,Kurt Culver Enclosures EsGil Corporation fl GA LI EJ PC 9/27/10 .• : •,- . - - - -• • • 9320 Chesapeak Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468• Fax (858) 560-1576 r • • - . l*..• • : - - S--S . - ': •!• - •5 f -' I - EsGul Corporation In cPartnerslizp with government for Building Safety S. DATE: 09/10/2010 D APPLICANT JURIS. 'JURlSDICTlON: Carlsbad 1 EVIEWER - - UFILE PLAN CHECK NO.: 10-1450 SET: II PROJECT ADDRESS 2701 Highland Dr. ,-.'PROJECT NAME: Smith Residence; Add Garage, Convert Previous Garage; Legalize Shed The plahs transmitted herewith have been corrected where necessary and substantially comply • with the jurisdiction's .- codes. -The planstransmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. .j '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 Douglas, Smith 2701 Highland Dr. Carlsbad 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 S - Personco'ntactëd: Douglas Smith Telephone #: 714-350-8148 Dte co)iacted ?t"/ //o (b44s) Fax # Mail Telephone Fax In Person j REMARKS do(&2 -L eo<1 n 7f By Aaron Goodman (forPY( Enclosures .............EsGil Corporation LI GA, LLEJI LI PC • 09/07/2010 - -' I, 4 9320 Chesapeake D rive, Suite 208 • San Diego, California 92123 • (858) 560 1468 • Fax(858)560 1576 , *1 .• • . S • S .5 4* 5 IS .. Carlsbad 10-1450 09/10/2010 S. - - • 5 t -. • PLANS -1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted :j 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 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad . Planning, Engineering and Fire Departments. * 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 * 8 : 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. All sheets of plans must be signed by the person responsible for their * ..preparation. (California Business and Professions Code). No response. . GENERAL RESIDENTIAL REQUIREMENTS 7' A door may open at a landing that is not more than 7.75" lower than the floor • * . level, provided the door does not swing over the landing. CBC Section 1008.1.4. No response Sl-iow the shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. CPC Section 411.7. Your response: 413 which says "Pedestal Lay" Please coordinate notes and/or respond . STRUCTURAL 11-0.-.Show on the plan the required braced wall panels at the converted garage No response. • S _1 1 I Something resembling truss calculations were provided for the new garage, but they don't include any actual calculations (to show how the plate sizes were chosen, etc) Please supplement the submittal No response 12. Please provide evidence that the engineer-of-record has reviewed the truss calculation package (i.e., a "review" stamp on the truss calculations or a letter). Section A106.3.4.1. No response * . - S. -A • *• . - .- * A ,.. 44 ... Carlsbad 10-1450 09/10/2010 13 Please provide complete structural information for the "new" shed (ledger connections, floor joist/footing information, etc) No response 14. It appears that the shed floor is too close to grade? No response. .4.. MISCELLANEOUS : - - 15 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. * ..-. •l_ ,_ -- 16 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans ' •• '. . Have changes been made to the plans not resulting from this correction list? Please indicate Yes No U r - . *1 - 17 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any * questions regarding these plan review items, please contact Aaron Goodman (for DY) at Esgil Corporation Thank you - . I . • 4 .. 4 • . *..j • . 1 7 4 1 1 .4 -- ... I -- -- - . 7 -• - -. .-4 - - - 4 I 4. . * * - • • - I--- EsGul Corporation In 4Partnersfiip with government for(Building Safety DATE: August 13, 2010, . NT JURIS. JURISDICTION: Carlsbad PLA REVIEWER FILE PLAN CHECK NO.:. 10-1450 SET: I PROJECt ADDRESS: 2701 Highland Dr. PROJECT NAME Smith Residence, Add Garage, Convert Previous Garage, Legalize Shed The 'plans transmitted herewith have been corrected where necessary and substantially comply. With the jurisdiction's codes 'LII The plans transmitted herewith will substantially comply with the jurisdiction's cddes when minor deficiencies identified below are resolved and checked by building department staff. -F"_1',thd plans trahsm111ed herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The checklisftransmitted herewith is for your information. The plans are being held at Esgil, Corporation until corrected plansarelsubmitted for recheck. Li The'applicart'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: Douglas Smith 2701 Highland Dr. Carlsbad 92008 El 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 Prson contacted: Douglas Smith Telephone #: 714-350-8148 .Date contacted: 1IUIFc (by: r— ) - Fax #: • -. -, Mail eiephdne / Fax In Person REMARKS Constructed without permits By Kurt Culver Enclosures * EsGil Corporation [] GA ' El EJ [1 Pc 8/9/10 9320 Chesapeake Drive, Suite 208 *'San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 - - V. - - Carlsbad 16-1450 :.August 13,,20 10. PLAN REVIEW CORRECTION LIST . SINGLE FAMILY DWELLINGS AND DUPLEXES +1 PLAN CHECK NO.: 10-1450 , JURISDICTION: Carlsbad PROJECT ADDRESS: 2701 Highland Dr FLOOR AREA: 440 (garage) V STORIES: 1 V , 160 (shed) V : .... HEIGHT: V REMARKS V DATEPLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 8/5/10 ESGIL CORPORATION: 8/9/10 I f DATE INITIAL PLAN REVIEW PLAN REVIEWER: Kurt Culver COMPLETED August 13, 2010 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state V V ,laws regulating energy conservation, noise attenuation and access for the disabled. This plan V review is based on regulations enforced by the Building Department. You may have other V'..corrections based on laws and ordinance by the Planning Department, Engineering V Department, Fire Department or other departments. Clearance from those departments may be, equired prior to the issuance of a building permit. - V II Present California law mandates that construction comply with the 2007 edition of the California Building Code (Title 24) which adopts the following model codes 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC The above regulations apply, regardless of the code editions adopted by ordinance Jhe following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of VV - the 2006 International Building. Code, the.approval of the plans does not permit the violation of - -. 'any state, county or city law. V I I VTÔ1 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+V V - V • V V - - V Vi - ., ,. Ai.-,.. : Carlsbad 10-1450 -' August 13,2010 . PLANS 1 Please make all corrections, as requested in the correction list Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted : in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments I! : 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. - ' ,• . . NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) :.-- • 3. City records show that the shed/laundry structure was not constructed with permits Therefore it is being treated as new (hence some of the following corrections) Please also revise the Scope of Work on sheet AO to include this . GENERAL RESIDENTIAL REQUIREMENTS 4 Per Section 1008, at least one door in the dwelling (typically the front door) shall provide a clear opening width of at least 32" (typically a 30 or 210 door) 5 Provide stairway and landing details Section 1009 Maximum rise is ijI4" and minimum run is A nosing hot less than .75 inch but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than -• 11 inches. c) Solid risers are required or risers shall be sufficiently solid to prevent the • - passage ofa4" sphere. Section 1009.3.3. d) The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. The greatest tread depth within any flight • . by more than 3/8 inch. of stairs shall not exceed the smallest- . •-',• •4•'. ,. .- . . . • . .-••-, •-,• . \• • I • - . . - Carlsbad 10-1450, August 13, 2010 6 Handrails (CBC Section 1009.10): - ' a) Handrails are required on each side of stairways (stairways within ,• . ' \ dwelling units only require handrails on one side). - .-• . Exception:. Stairs with fewer than four risers do not require any handrails. ; . Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. * The handgrip portion of all handrails shall be not less than 1-1/4 inches 'nor more than 2 inches in cross-sectional dimension. See Section 1012.3 for alternatives. , d) Ends of handrails shall be returned or shall have rounded terminations or •. :'. bends. 7 A door may open at a landing that is not more than 7.75" lower than the floor level, provided the door does not swing over the landing CBC Section 1008.1.4. 8 Show the shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in CPC Section 411.7. g..., ' Dimension on the plans the 30" clear width required for the water closet .• compartment and the 24" clearance required in front of the water closet. CPC • • 407.6.-. . STRUCTURAL '• ,••' •.. . 10.'.Show on the plan the required braced wall panels at the converted garage -•.•,.• - . ii: . Something resembling truss calculations were provided for the new garage, but they don't include any actual calculations (to show how the plate sizes were chosen, etc.). Please supplement the submittal. • 12.'Please provide evidence that the engineer-of-record has reviewed the truss calculation paôkage (i.e., a "review" stamp on the truss calculations or a letter). * Section A106.3.4.1. • "13. Please provide complete structural information for the "new" shed (ledger connections, floor joist/footing information, etc.). 14 It appears that the shed floor is too close to grade? - •' ':' • *. .*• * . • (F .' Carlsbad 1O-1450 * August 13, 2010 MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of correctionsfrom 'this 'list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes ,. L3 No U 17. The jurisdiction has contracted 'with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of ,858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. - - , •, " • t / 1 * - • ' . ' ' ,'., •• .- ." •. ' 4 • . ' . - - -- ' '. • ' Jurisdiction Code cb By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Typeof Review. LI Complete Review .. . - - • U Repetitive Fee • Other LI ç Repeats •- . . Hourly U EsGil Fee - __( -.• . Comments . . •,_--'•-,- .. I' I. P1) -. , * - I $366.00I I $237.901 LI Structural Only Hr. @ * LI I $204.961 Sheet 1 of 1 - - macvalue.doc + ' Carlsbad 10-1450 August 13, 2010 (DO NOT PAY- THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE "JURISDICTION: Carlsbad PLAN CHECK NO.: .10-1450 PREPARED BY: Kurt Culver DATE: August 13, 2010 BUILDING ADDRESS: 2701 Highland Dr. 1 BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: V-B BUILDING PORTION. AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Add Garage Remodel . . 41,933 Air-Conditioning Fire Sprinklers 'TOTAL VALUE 41,933 DENIAL see the attached list of outstanding issues marked with D.J'Make necessary corrections to plans or specifications for t6mpliance with applicable codes and standards. Submit corrected plans and/or specifications to the Building Dept. for resubmittal to the Engineering Dept. Only the applicable sheets have been sent. CITY OF CARLSD/-%D BUILDING PLANCHECK CHECKLIST E-36 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov DATE: I (/( (a BUILDING !L\DDESS: 2C PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ECK NO.: UL-( (/ SW_ L'\T VE(t EST. VALUE: i-h 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 ensure 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. O A Right-of-Way permit is required prior to construction of the following improvements: By: Date: - .• . . .• . FORÔFFIClALUSEONLY. •--- - .•• .• SUE BUILbING'PE T: ENGINEERINGAUTHORIZATION-TO IS 1B u . i. i ATTACHM ENTS O Engineering Application Dedication Checklist O Improvement Checklist O Neighborhood Improvement Agreement O Grading Submittal Checklist O Reference Documents O Right-of-Way Permit Application and Info Sheet Storm Water Applicability Checklist/Storm Water Compliance Exemption Form ENGINEERING DEPT. CONTACT PERSON Name: Linda Ontiveros City of Carlsbad email: linda.ontiveroscarlsbadca.gov Phone: 760-602-2773 Fax: 760-602-1052 NOTE: If there are retaining walls associated with your project, please check with the building department if these walls need to be pulled by separate RETAINING WALL PERMIT. E-36 - . Page 1 of 7 REV 6/30/10 S. .5 . -...-. A • SITE PLAN 1?T 93R?. Eli • 0 - 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North arrow G. Driveway widths * B. Existing & proposed structures H. Existing or proposed sewer lateral C. Existing street improvements I. Existing or proposed water service D Property lines (show all dimensions) J Existing or proposed irrigation service E Easements K Submit on signed /approved plans F Right-of-way width & adjacent streets DWG No 112" E3, 0 2 Show on site plan A. 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 B Existing & proposed slopes and topography C Size type location alignment of existing or proposed sewer and water service(s) that serves '. ' the project. Each unit requires a separate service; however, second dwelling units and . - apartment complexes are an exception. 17" D 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/lot number _5 4 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. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. EXISTING PERMIT NUMBER 5 DESCRIPTION 5-- • . •*--. I.e I t. • ' ' . 4 5•'•• ---. S -: • '-•. . Lot/Map No Subdivision/Tract: Wfiference no(s) 3 (y E-36 * , . .5- . • Page 2 of 7 )REV 6,30/1 S • - • 1• 5. - V 'I V/V DISCRETIONARY APPROVAL COMPLIANCE V V V ND 3RD 0 0 4a Project does not comply with the following engineering conditions of approval for project no - V* f 0 0 0 4b All conditions are in compliance Date V V , 1L DEDICATIONREQUIREMENTS. . d fl 5 Dedication for all street rights-of-way adjacent to the building site and any storm drain or l -' utility easements on the building site is required for all new buildings and for remodels with a \W' value at or exceeding $_17,000.00 pursuant to Carlsbad Municipal Code Section 1840 030 V For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. V V V. V * Dedication required as follows V ,V;V V • V V S V V V Dedication required Please have a registered civil engineer or land surveyor prepare the appropriate legal description together with an 8 1/2fl x-1-1" plat map and submit with a title V :.. - 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 accepted by mail or fax. ,...P - •V - - - V - V:V V Dedication completed by: Date IMPROVEMENT REQUIREMENTS 0 0 6a All needed public improvements upon and adjacent to the building site must be constructed time of building construction whenever the value of the construction exceeds $_82.000.00, f) .........at pursuant to Carlsbad Municipal Code Section 18.40.040. V V V V V V V Public improvements required as follows: V 1 • • V -.-- V • - V 'VV - 2 ,. V V V VV - V•jV * V V • * V V •V V•,: E-36 ) Page 3 of 7 ry 6,30/10 V-V I' .t t •1 I S S. 1ST 2ND 3RD D 0 0 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant . deed on the property and processing fee of $ 441.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and' approved by the city prior to issuance of a building permit Future public improvements required as follows O • 0 0 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the engineering department -.--'-.- —'-----Neighborhood-Improvement Agreement completed by: . Date: j 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. ?••. * . . . . 'St •• :' •" GRADING PERMIT REQUIREMENTS '- t ••. ". ' - The conditions that invoke the need for a grading permit are found in Section 15.16 of the Municipal Code. . 0 0 L '7a"InadeqOate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and' '5 . . • 1W) . medial). This information must be included on the plans.-9ITE FL-AN 6TAI -5 , DC1A.YbS—TH(5 ) - 1t- IC) &LJ V1'T9S CTE3 çru4_Ae r -f-e Ti5flzt *1 - Y-i-N&------- 0 AO fJ 'Graded Pad Certification required. (Note: Pad certification may be required even if a grading ct\ -permit -is- not -required:)—AlI-required-documentation must be provided to your Engineering Construction Inspector per the attached list. The inspector will then provide the engineering counter with a release for the building permit Ell 0 0 '7No grading permit required ' MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private wok 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. . J r Right-of-way permit required for: . . - • ' E-36 * -. . • Page 4 of 7 REV 60I10 - t 4; - '1- •' 4 ST .-,ND I L . .)RD- ) * - ,-•- -f,D 0 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer - -• service area, you must complete the attached Industrial Wastewater Discharge Permit - Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. ; •--.- 1 -• I STORM WATER Construction Compliance if> 0 EY lOa Project Threat Assessment Form complete 11 1:1 0 0 lOb Enclosed Project Threat Assessment Form incorrectly completed — *t.• 'T—:- - O 0 - - --- .. lOc Requires Tier I Storm Water Pollution Prevention Plan Please complete attached form 0 and return (SW /0— I D 0 lOd. Requires Tier 2 Storm Water Pollution Prevention Plan Requires submittal of Tier 2 - / SWPPP payment of processing fee and review by city. - ••.1-,F/ 1 ' Post-Development (SUSMP) Compliance S 0 0 10e Storm Water Standards Questionnaire complete 0 F 0 0 10f- Storm Water Standards Questionnaire incorrectly completed Please make the corrections, re-sign the questionnaire and resubmit with next submittal El, o 0 10g.,. Project is subject to Standard Storm Water Requirements See city Standard Urban 4 Storm Water Management Plan (SUSMP) for reference 0 0 ' 0 1 Oh Disconnect discharges per SUSMP Do not connect runoff from impervious surfaces to F - - tôffiidrain without fiit discharging water over landscape areas See SUSMP 101. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. 0 -_O E1Pj-Trash storage areas must be designed per city standards (GS-16) to avoid contact with storm runoff. - 0 • 'SO 0 10k.' Project is subject to Priority Development Project Requirements. "0 •- 0 0 101. Prepare and submit a Storm Water Management Plan (SWMP). Requires payment of - processing fee and review by city. E1 - 0 - 0- lOm. Project does not comply with recommendations of the approved SWMP. Redesign to comply and resubmit - t- . S -. 'S _ - ' "S'S - E-36 , * r S • Page 5 of 7 iv eJo,io 0 11. I2"quired fees ace-attached e,eM' 0 Drainage fee applicable Added square feet Added square footage in last two years? - yes - no Permit No. Permit No. Project built after 1980 - yes - no ,_- Impervious surface > 50% _.:_ yes - no - • Impact unconstructed facjt( - yes - no J Fire sprinklers required - yes(_ no (is addition over 150 from center line) Upgrade yes - _____NoJee.siequire L / WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. - - r Oversized meters are inaccurate during low-flow conditions; If it is oversized, for (j the life f the meter, the city will not accurately bill the owner for the water used. 1 i Nfr Where a residential unit is required to have an automatic fire - extinguishing system, the minimum meter size shall be a 1"meter. NOTE: v he connection fee, SDCWA system capacity charge and the water %1 ILJI. f(it1 li-I Vt-' treatment capacity charge will be based on the size of the meter - F • necessary to meet the water use requirements. For residential units the minimum I TIWlWTI IV the residential unit is larger than 3,500 square feet or.on a lot larger than - one quarter (1/4) acre where the meter size shall be h: If owner/developer proposes a size other than the "standard", then ------------owner/developer--must- provide—potable—water—dernand--calculations,-------- -_ - - - - which-include total fixture counts and maximum water demand in gallons ,• per minute (gpm). A typical fixture count and water demand worksheet is - - attached. Once the gpm is provided, check against the "meter sizing - hdüIë" to vèrifSitfte ntiipätdmetr sizefor the unit. - ;_ • - . Maximum service and meter size is a 2" service with a 2" meter. - •- -- -, ------ - -- • -•- r- '-- - -, • - ------------ - - '-12b. irrigation Use (where recycled water is not available) - - - All irrigation meters must be sized by the landscape architect based on the flow - - -- - demand in gallons per minute (gpm) for the area to be irrigated. The minimum • . size meter(s) shall be capable of supplying the peak irrigation water demand - -. -. . * • determined. - If the project is a newer development (newer than 1998), check the - - - - -. recent improvement plans and observe if the new irrigation service is 1; - - - - - - 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". If -the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building E36 - - • - Page 2 of 7 REV 4/30/10 - -, . - • . - . - '• -,-- F —' C ' plans or grading plan/s (wi 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 the planning department landscape consultant has already reviewed this if - landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include . Hydraulic grade line 5- - . . . Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve) Total sprinkler heads listed (with gpm use per head) - ------ --- -----_-----------. -- --.--. -Include a-10% residual pressure at point of connection 1 1 ,ST.' 2ND RD 0 0 12c Irrigation Use (where recycled water is available) I Recycled water meters are sized the same as the irrigation meter above •• 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions this should have been identified and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San - :5 - - •.• Diego County Water Capacity fees. However, if they front .a street on which the - -recycled water is there but-is-not live (they are charged with potable water until recycled water is available) then the applicant must pay the San Diego Water Capacity Charge If recycled water is eventually supplied to the service connection -) - -- - and meter within one year of the original application for Water meter Permit, the' customermusppaQdfiubrnit the San Diego County Water Authority's "Capacity Charge Refund Request form to CMWD fórèrification t0 request the - -. - . • -. .- connection fee refund. - S 0 0 0 13 Additional Comments - - . S _1 . --5-- ____4__- .S4•__ __________________ __'_ ------------ -•-------- .------ 5•• . . ¼ • - . - . -F-' ' • c_S. • - . • • S F- :-' - V • -F-,- - F- - * -. -F • - 5; - -F - • . -_ • •-:- • - S • -- F . - t •4 • - - •5•. - • ,,-• • , - ., • • - - r • -.- . ,' - - • -• E-36 - - Page 7 of 7 . REV 4/30/10-. - FEE/EDU: ________ = $ HIGH ________ /LOW • FEE/AC:________ =$_• y- . I I. METER FEE SOC WA FEE IRRIGATION I Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CAL CULA TION WORKSHEET VE[3mate based on unconfirmed information from applicant ulationbased on building plancheck plan submittal. Address:' t Bldg. Permit .C/& 0-I Lc1) Prepare Date:. 2-7' 1d?ecked by: ft Date: ' EDU CALCULATIONS.- List types and square footages for all uses. Types of Ue: Sq. Ft./Units: EDU's: ( Types of Use: . Sq. Ft./Units: EDU's: ..Typei of Use: . Sq. Ft./Units: EDU's: Types of Use Sq Ft./Units: EDU's - AD CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: ADT's: / .;.T/pós of Use: Sq. Ft./Units: •. -.ADT's: . Typesof Use: - Sq. Ft./Units: ADT's: .Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 040 0 1.: PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT . •.- FEE/UNIT: X NO. UNITS:_________ O4AFFICIMPACT FEE ADT's/UNITS X FEE/ADr'fr 0. 3 BRIDGE AND THOROUGHFARE FEE (DIST. #1 01ST. #2 01ST. #3 ADT's/UNITS: X FEE/ADT 0 4. :FACILITIES MANAGEMENT FEE ZONE:_________ •. 1—. UNIT/SQ.FT.: X FEE/SQ. FT. /UNIT:_________ ; . . .. 5. SEWER FEE . ... 'EDU's: _ X FEE/EDU:_________ = $( BENEFITAREA: - EDU's: X ,D. 6. DRAINAGE FEES PLDA_________ ACRES: .. X - 0 7. POTABLE WATER FEES NITS CODE CONNECTION FEE F 1FARMERKATHytMAs1tRSFEE CALCULATION WORKSHEET.d0c2008 doe - 4- PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST - S Plan Check No. CB101450 Address 2701 HIGHLAND DR Planner GINA RUIZ Phone(760)602-4675 i. APN: 156-110-94-00 CD ND Type of Project & Use: 2 DU Net Project Density: DU/AC 0 Zoning: R-1 General Plan: RLM Facilities Management Zone: I • CFD (in/out) #_Date of participation: Remaining net dev acres:_____ • . (For non-residential development: Type of land used created by this permit: ' '-4tt •.. Circle • . . •) , . Legend: Z Item Complete LI Item Incomplete - Needs your action E- EL Environmental Review Required: YES LI NO Z TYPE DATE OF COMPLETION: ____ • :.Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: _____ - • Discretionary Action Required: YES Z NO LI TYPE -APPROvAuREsO: NO. PD APPROVAL DATE 9/9/10 PROJECT NO. OTHER RELATED CASES: . -- . Compliance with conditions or approval? If not, state conditions which require action. C.phditions of Approval: -, El LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES tQ NO 0 CA Coastal Commission Authority? YES D NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive Suite 103 San Diego, CA 92108-4402; (619) 767-2370 : Determine status (CoastarPermit Required or Exempt): CDP 10-09 APPROVED 9-9-10 LI LI . Habitat Management Plan - .. Data Entry Completed? YES El NO • If propertyThas Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus.. - (A/PIDs, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type S. . 'impacted/taken, UPDATE!) . ELI . lnclusionaryHousingFeerequired: YESLI NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) -. Data Entry, Completed? YES LI NO LI (AIP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN,' Enter Fee, UPDATE!) - 'S .' .S • - - 5',,'. ,'r. . • - H 'ADMiN\Tempiate\Buiiding Piancheck Review checklist doc Rev 4/08 • - Site Plan: Policy 44 -,Neighborhood Architectural Design Guidelines Applicability: YES NO Lii E Project complies: YES LI NOD ; .- • Zoning: N/A - SEE BELOW. LI R 1. Setbacks: . . Front: Required Shown Interior Side: Required Shown 'Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown LI LI 2. Accessory structure setbacks: 2ND D.U. Front: . . . Required Shown L Interior Side: T Required Shown & - Street Side:, Required N/A Shown N/A .••..' Rear: Required 17' Shown 11 .. Structure separation: Required 10' Shown 16' LI LI 3 Lot Coverage Required 40% MAX Shown LI LI 4 Height Required 10 (FLAT ROOF) Shown 10 • El R • 5. Parking:' Spaces Required 2 PLUS I TANDAM Shown 2 PLUS 2 TANDEM -. . (breakdown by uses for commercial and industrial projects required) * . 'Residential Guest Spaces Required Shown . :LI LI Additional Comments OKISSUE AND ENTERED APPROVAL INTO COMPUTER -TO GINA RUIZ DATE 9/13/10 'S : -• ., . • -. • • I" '-' •• - . • '.: S. 5.., .. - - .5 ... • • . • . . H:'ADMIN\Template\BUilding Plancheck Review checklist.doc Rev 4/08 Tuff Shed Truss: TO - - 1777 S Harrison St JobName: 613427 Suite 600 Designer. S.J lrueBuild®Software v4.07 Denver CO 80210 Date: 07/15/10 01:29 IM Page: Iof2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 20-0-0, 5/12 10 0-10-8 0-10-8 0-0-0 0-0-0 I 241n 67 lbs -- 21-9-0 - - 0-10-8 5-0-0 5-0-0 5-0-0 i 5-0-0 0108I 5-0-0 V 10-0-0 15-0-0 0' 20-0-0 41 Fil - • -- - - 040 • 0-0-0 -' 10-0-0 10-0-0 I 2040 - Loading- General - CSI Summary Deflection LI (10 C) Allowed • Load f) BtdgCode: CBC2007/ IC: 0.43(4-5) Vert TL 0.31 in L1759 (5-6) LI ISO 4TCLL: 30.' - TN 1-2002 BC: 0.99(5-7) Vert LL: 0.1 in L1999 (5-6) L/240 TCDL: tO - Rep Mbr Increase: Yes Web: 0.36 (4-7) Horn IL: 0.06 in D.O.L. : 115% - - Reaction Simmary - - JT -Type BrgCombo BrgWidlhRqd Bra Width Max React MasGtav Uplifi Max MWFRS Uplift MaxC&CUptiS MaxUptifi Max Horn I Pin (Wall) t 3.5 in 1.76 at t .0701bs -51 lbs -234 lbs -234 lbs IS lbs 5 H Roll (Wall). 'I. 3.5 in 1.76 in 1.070 lbs -51 lbs -234 lbs -234 lbs MtiterialSummary , . Bracing Summary aQESS TC HF #2 2x 4 - -' -- BC HF#2 2x 4 . . TC Bracing: Sheathed or Purtins at 3-6-0. Purl in design by Others. . BCBrttring: Sheathed orpurtinsat72"OC.Purlin design byOthers. CQ 4 s '14 . Webs HFSIud 2 x 4 . I Loads Summary ,])This truss has been designed bribe effects ofssind loads in aurordance svithASCE7 -05 ss4th the following user defined input; 55 mph. Exposure C. Enclosed. Gable/Hip. IS ft.tsndZone Truss. Both end websconsidered. DOL 1.60 i 12011 Unbalanced roof live toads have not been considered EXP.* Minimum storage ne/c loading has been applied in accordance with IBC 1607.1 Member Forces Summary Ttthtviatitnioo tvkrokrtD.om CSLota 014 6onvloa,s uatFr.htnrildi)lSanb lnnn,nosaxntilwe( p ftJCP c N IC 04 0.070 27)5- 2-3 1,2 0.433 -1(1(415- 5-4 0.750 •L459t5- 4.5 0.((70 435 -351(415- 1.55(1 -t.4501k 5-') ( 27 On O OFcO_ (\ BC 5-7 ((.091 .0)7)0. -2545-) 7-1 . (lW) 1.0(715- -2(4(5--) \Vdn. 2-7 . . 1.357 - -577(0. 3-7 0.240 670t)n 7-3575-) 4-7 ((.357 -573 hi 1 Cl Notes:'- Wha this truss has been chosen for quality assuran° inspection, the Plate Placement Method perTPI 1-2002/.2 shalt be used Plate: 3x8 - - - - • Plate: 2x4 It Plate: 4x6 - 3 P1 te: 2x4 / 4 CNI I'-4-0--1 Angl:0 deg Angle:19 deg Angle:0 deg Angle:19 deg Aaapyorutitdo9,, atdlbtAnrodnd a rhonnrnaioecorno,oar. Thi,doe/ it forte irdivilna Onithr on,lroneat (slantS ((itinnld orrpr500ttiamtrovrdrdty (Ormnantsoign,otndpnlbnnrdin oniordrranwih1PII-2m2ntalrbo 10(1) Eagle Metal Products dr4uto nottht. On rn,400a0'Ii(yionanmtd forttatcC,r,t ariannraa(i,n rrooidrdby (Onion I)ro000. Artontat Br)) On onrnnt ty 05-Urn dcsgr,rr. cm9, aoaroionit an 10009mb)1 00009nI ror trylOntothtam. lbnbrdld drsgrar tin)) 071(0 Ford Runt. Sale I 1 lntditj, lnoan,Og,naten rrdinitid ddtrolaa don donate nta,nttsrttsit dn/grmtnaor nrootdt oüimmu toodittrnqumndby rpp)iltblrboildi,a 00000 Comtarrdir, cloodsdoall (a bnrdly0.sirdby Onrofornom berthita, 4-mall ottoOni, tntnnotOnwitianln4- ((malta Boot, for labor) topaorrof indi,idte( (nut 0000000afo notylo 0100 BoOing (n,atl It ion, -Onto, tae,nt load 0.aringor owni otitabh rthts. toilcOl-al rn,onornontod Dltllus,TOSOI 75114 BOthag dtitutbnoing by Oafs for nan burdliagoot crsililn. iS, ,0107p1y bad, byte0 neigtnofronbra sIll dlponnolonl nsa5- it h ploo. connrreoionorannuna(ua lands gnrnrrtburr)n d,ae/ I050sBsl) te(botppbtd a. ,bnlrnmootnry It,. Town that 0.05001,10th no - nr.a rootionto otnid dstrgr. LmnOn n000nraonna Bull Or (9% mOna, belmont 0,00155. mOon root othnr,On ((1510.). Conanoer One, Bdtbt rantfocrorn) by 5aglrbtnol Pr,thalt)Ils0.lunl(. 010(0 thaI broppOnd Orbob foot of ,r,00losahiomnl. Ptalodina,ti,naor bled nIBS, (regIs slot, (Onto) irp(olrdnllrnn tn,nlblro 00 dsr ("a,5- ThrOat, Ba(l000rmn,d nrjoirtanalor p000dit ao,lsaaoreilb n onto,, 000i000fllt. D,sigo nnssetoodalmonsaohnragcwhl C 9 - loionnidrd a, ala eptil 0 manna,. Thrtm 11,1, druoi5gin01araamrg0rot07 p000niaal npirnmln ,ntjron.rlrbilytobtyfot thnitsnoompoonmdrlgs Boot, TOt ebobiblytod 00 olltritaoagotn,t f,o,oy psIlcstn Oni(di'adoig,r is to - regnrn Ely oft rhaUedr,grrr.porAtBltrM I-toot cOma 2. . -. Eagle Melal Products 122{I0Fo.-dRogsl,Sssio ISO - - Dodlos,Tsonoso 25224 I - 11. Tuff Shed Truss: TO 1777 S Harrison St JobName:613427 - Suite 600 Designer. S) TrueBuiIdl8t Software v4.07 Denver CO 80210 Date: 07115/10 01:29 PM - Page: 2of2 SPAN PITCH QTY - OHL OHR CANT L CANT R PLYS SPACING WGTIPLY ' 20-0-0 5/12 10 0-10-8 0-10-8 0-0-0 0-0-0 I 24 in 67 lbs Plate: 3x8 - 5 Plate: 3x4 - 6 Plate: 410 - 7 Angle:0 deg —4-0 --*4 -, Angle:0 deg Angle:0 deg ' c 0 . -I 0 It - I - 0• •0 / 0 - a'1 41 :- -- 0,- • - A - 4' 01 4 0 ' -,-A- • 1 1 4 $P I I. S •,-.-' . 4 — 4.11 '. * -1• -, - - _ • .-• .-_O' a- 11 A 09 ,ofodso dlbof.osodocd 01 omooco,r. This 1100-cs is rosa, irolivilod 011010)000)10000 0011511 IsiS 91d o fl*oioso 'idodll 5001000*0015500 p00/011oodin 0010*011011 WI:l-21912 osoflbo 2001 SODS dsgs 005dord. 00 rsl,Iilyi*a015051d Co,lIocosssy 0011sfbaooli,s povi&dl0) IboTnoro D04500. 010*055010 shall 110 *5505150) oaI0 d0115000. Coal deflection is 505 ammai*olly 01005101*110,10) the 0050010. T00l55ldi0gd001iglscr 105011 snvorlv loodisg, no 05011151501115 aodiollid dd20o105 dos ds,wolo sssmslbsslhis dsog cools, cssccd* sioim I sgoquondbo Iooblcb10Idi15 01010. Composnol,s C tsdsllbr 01 ly cdt0) lboslol101000, 10sOI10sg. discoly o,sobsl, smlroo 0511 *510 0010d. Boolog dsooro fos I rul0Iq1p0n of i*dis'idsol coos 00550ss*ls oolylo 005*00 01ob*s 1015110 II is *0 ssisdOl 1001151 losdto*lis50001orol IssiUisg d000gsbslris5 osbiclis by othoss. Solo IoSICSI-I11l Or sssossrnssdod 0501 lsosdli*go01 oroono 01 ool000ly Sod, boylo*J syiglll015000,00 oil all peoucincil015*55 is11 p1050. C01005105liOl101 0000001110 100015 gsollorlboolllo d00011 I0od.101011001 9000ytod 01110000100100)1100. 1000101005 0050100*1 511115110 y,i*0 Sr onloliolslo oroid dolsogs. Losoloc moiolm11005lsol boll 10190101110001*10 10*sof 00100110,101001100101 olhon.000 IUNO.). Cosoocoro plono dsdlho ssosulhcl055l by f55rlolool l'sndrsol*(liSl1-1012). Plates shag booppliod osboth Sosof ln0*01000bjoisl. Ptolcdim510ir55011 *00,010)011051010111 51010111011*1 isplolcrbollnls p010111110 010 PIOO 1505110 Tlsoplordlollbocc*I0nd osjoi*l sod/os p0*5db 00150155*510111*1001011011 vs51o*of TOO. 01ign 001050055dso5l000I*r55501011 bojoovidod 01,555 spldi so *0)1105. The rorolos ibis d000ill5i510000000000lsos0501lsollosilool o4i5555 Is r111505s11*ilyS011lyf01 the lns.noolsposclsldc5gs 1001*0. The osiobillyslsd 00 olshi500s5l055ll for any 510550doclssildil5dc5gs is be 15910511 ilyol'lsr0siUilg dcogslcs,p1sAI'bIICPI 1-2002 Clsoisoc 2. Tuff Shed Truss: TO • 1777 S Harrison St iobName:613427 Suite 600 - Date: 07/15/10 01:29 PM TrueBuild® Software v4.07 Denver, CO 80210 Page I of! SPAN PITCH QTY OHL OHR PLYS SPACING WGTIPLY BRD FT/PLY 20-0-0 5/12 10 - 0-10-8 0-10-8 I 24 in 67 lbs 40.0 0-10-8 - 5-0-0 21-9-0 5-0-0 5-0-0 5-0-0 - 0-10-8 5-0-0 10-0-0 15-0-0 20-0-0 5F12 2~4 2~41 105 82 Bi z U4 0-0-0 0-0-0 4-, - 10-0-0 10-0-5 .10-0-s . 20-0-0 I Heel to Peak Overall Truss Height Overhang Rake Distance Left - Right 4-10-3 Left Right 10-11-10 . . 10-1 1-10 0-11-6 0-11-6 Plates 1.- ,k Notes BDFT Loads -4 - .. ,Qty Size i- Qty Size *C.arnberOfo.l610. recommended. Top Chords: 16.00 TCLL: 30.0psf .40 2x4. ' ?- 20 3.4 . Bottom Chords: 13.33 TCDL: I0.0psf 40 3x8 -, 20 4x6 . Webs: 10.67 BCLL: 0.0psf 20 4x104! . . - Non Structurals: 0.00 BCDL: 10.0 psf Ti' - - OL: 11-10-13 T2 OL: 11-10-13 B1 OL: 8-0-0 - 67.4 11-9_6 -. /67.4/ . 67.4/ / - 11-9-6 /67.4/ 901 7-4-3 7-8-6 -. - 4- • - . - ' 901 8-0-0 (10)12 X.4 HF #2-12 (10) 2 X 4 HF #2-12' (10) 2 X 4 HF #2-8' BI . - 0-7-13 - B2 OL: 12-0-0 B2 - . - .. 0-7-13 SCARF:-0-827 - - •--.:. - . 11-4-3 22.6\ SCARF: 0-8-7 1 3-4 BUTT: 0-0-4 . 04 - 901 11-8-6 901 BUTT: 0-0-4 ______________ 04 . 12-0-0 ________________________________________ (10) 2 X 4 HF #2-12' W1 W.3 , . - OL: 5-4-2 W2 OL: 3-10-12 4-11-0 - - - 67 4\ 71.1/ /- 5-1--'\ 41.5\' - 901 3-10-12 674/ (20)2X 4 HF Stud-6' - (10) 2 X 4 HF Stud-4' . . 4 . - -• •' - 1.4 - •-z: p . ,;4 ._ . _ • ,.._ -4 4- . - 4 . 4 - -- £ •. - - - - I 4. . - .- - • 4- d- • •.' Tuff Shed Truss: LO - . - 1777 S Harrison St lobName:613427 Suite 600 Deaigner. Si lrneButld®,5of1waie v4.07 Denver, CO 80210 Date: 07/15/10 01:29 PM Page: lof2 , SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 20-0-0 5/12 2 0-10-8 0-10-8 0-0-0 0-0-0 1 241n 70 lbs 21-9-0 10-0-0 10-0-0 0.10,81 -E,; - - 10-0-0 20-0-0 - 4 6 5F12 -1215 - - I lXXXXXXXXXXX "2 X XI - 304- I ' 4 • ? , I- '.•000 0-0-0 - 20-0-0 I r , - 20-0-0 Loading,., General , CSI Summary Deflection L/ (10c) Allowed Load (gal) Bldg Code: CBC2007/ TC: 0.17(1-2) VenTL: 0.0) in L/999 (17-I) L/ ISO TCLL : 30, " -TPI 1-2002 BC: 0.07 (16-17) Veil LL: 0 in L / 999 (17-I) L / 240 - TCDL':.10' . Rep Mbe Increase: No Web: 0.05 (5-14) Horn IL: 0 in 9 - DO.L.:, 115% - BCDL: 10 - -'Reaction Summary Jr . Type grgCombo Brv\Vidth Max React Ave React Max Cmv Uplifi Max MWFRS Uplift Max C&C Uplifi Max Uplift Max Hariz Continuous , . 310 lbs 107 ph -25 lbs -95 lbs -95 lbs IS lbs - Material Summary . - Bracing Summary TC HF))? 2x 4 IC Bracing: Sheathed orPnrlinsat6-S-0. Purl in design byOthers. BC • - HF))? 2x 4 ' - '. BC Bracing: Sheathed orparlinsat72"OC.Purlin design bvOthers. Webs °' HF Stud 2x 4 . Loads Summary (This miss has been designed for the effects of wind loads in accordance with ASCE7 -05 with the following userdeitned input: 85 mph. Exposure C. Enclosed, Gable/Hip. Buildiass Catetsorvll (1= l.00).0rerallBldss Dims 25 fix 60 ft. It = IS ft. EndZosie Truss, Both end webs considered. DOL= 1.60 2) Unbalancedroollive loads have not been cotnidered. Member Foices Summary Tablsisslosasx ManbxtD.sm C3t.sm axial thstss(sm anpr.tisnoifdillisooi ioassrioaasislfswo) IC to-I tt.t06_ 27 lI 5-4 1.107 lit h (-fIlth) 6-7 (1(157 11)th (-1)116.) 9.19 11.1011 27)6. I-? tt.169 179th (-113th-I .1-S 11.1157 11016. (-2111w) 7.9 (1.131 -7,116. -- 2-7 . (1.131 - -7916. 3-si . ((.(1)7 1t01h 1-3(16.) (1.9 ((.16') 17'(t6. (-03(6.) - BC '1.1(1 - (5(617 .16116. tI-i? (((06 111th 14-I3 tilt) It 16. 16-I? troll (11)6. - Itt-It It_till 0(16. 17-14 ((.101. II) tin 13-16 (((Ii) 0111w 17-I (5(6,6 .16)161' Way 2-I? . ((519 -2)016. - 4-IS (1.106 -16711w 6-12 0(00 -165161 6-Itt lIllY -2)0)6. 3-16 ' . 11,1151 - -13411s 5-14 11.101 -12611w 7-It (Itt)) -17411w Notes: ' - - . .• - - Gable requires continuous bottom chord bearing.' - Gable webs placed a 24 ' CC. U.N.O. - , - Attach gable webs with 2s4 20ga plates. U.N.O. - For out-of-plane wind loading, refer to BCSI-B6 published by the WTCA. When this u-am has been chosen for quality amurance inspection, the Plate Placement Method per TPI l-2002/A3.2 shall be used. Plate: 3x4; - .,. Plate: 2x4 I 2 Plate: 2x4 I 3 Plate: 2x4 4 04 - Angle:odeg Angle:90 deg - Angle:90 deg Angle:90 deg - . - Annpyolstia dash 501105 0a,sillsed Is ltseerasisarnosrssotrr. ISIS dae/ is mr as indioilssi tssiltiaa cnntsu1oa to sass It is Sand osspsdfiniiosa aovidndby slalom Dnxigne ssslps6srrncdis an,swbrslowss 1pt:t.2tn2 0541612011110)6 Eagle Metal Prcelucia dn4gs aasdorl. Ids rtu-osihiiryis orussssd rorstsoncnssasy of iolis-lnasiss rowidadly tlrolrna hso4grer. tlnrsaloss 110111,0 sniflul Sy 0duit &gsar. Cssqs dsnnslionis nO naunaiollty awnsatnl far bylb0500nsn. ltrrls/Idisadcogros Oust 1231111 Ford Rsssl,Sato ItO noon sadist, nn50n511gnn1550 and initial ddlocios 450 Osman, assnrrthat his dssigsssras or carols sinimsa Isadilgnqsitnaty optstsscbtcbsitdisu oodcs Cnsssrrrwosa otnrrda0satt So b5n111561010dby tlsoronioruser dscotlsisydiroaly hilling dnxig005ssiag 6061 (Sr - Da)Iso,Tmno 75274 51501101. a4ouorbnssiasosrcd. snoltn 1500556 for tsssstslsoptynof isdis-idsat Inns oosxsscsssou1yso sslron tanking nO'S. ttissot s6n100 t0000tlnadliorisaor ovossi shohil6. 000w. tottCSt-tty 50105500n015d tnaslasdtingrod rrsnsioc. Sr an apply lads )xysmd snig)slornonssrsnnll it pcmassatlssc6g is it ptcu,. Cosocssariosorcosansorbs loads gsratcrrlasrtc dash tools lasotl nosbrspplcd as rhoasosa n rosy ion. mans slat tolarhilol wit nor othtrcm,siossoaniadoassac. Lasonmoissrsnooasu rlsa)ltwlsllnrl,nsl (so iarnrolsrisoliso.natonoorajabcoslrotUoO,t. Cos000a,rptaassdsdltv oansthotanjtry lingtotslaslt'rodsossttiSo-10x26 tlnns000 l.aapplisdoohois ransom - 4 Io,ssolcnotsioint. Plate dinnn'nssas land slats length stotsttsolrot isptarrlasallrsm tnssttst to Inc ptnlctcsgth. The plat Oat) t0000snd rsioiolssdsrr phordth ssnosdasccssilh Iso arrant ssmmnnorlfl. a-thga asnasosednoacasobossogsnit • bclonsidcd an scds npt6 a aspnons. The aatns[his dnaoisnisdicacsnnctsaacorr.nrouinnat anisnwia rolatonsi,Iisyso1--t,for thvnrsaoosspssrst dosign ds,ns. Thoasisbiitysssi use orthisonoposcst 6nsssy tosllotstlr 655itdi51dc615 is be naysss(rliryortcthUitndusgsar.stcrnxl'ntrrtl 1-2102 ChatS, 2. - • Sr. It - ., Tuff Shed Truss: LO '- 1777 S Harrison St JobName:613427 - - Suite 600 Designer. S) TnteBuitd® Software v4.07 Denver CO 80210 Date: 07/15/10 01:29 PM Page: 2of2 SPAN PITCH * QTY OHL OHR CANT L CANT R PLYS SPACING WGTIPLY 20-0-0 5/12 . 2 0-10-8 0-10-8 0-0-0 0-0-0 I 24 in 701bs Plate: 4x6- 5 Plate: 2&! 4 >, 77 8Plate: Plate: 4 ngle90deg 1e90deg Angle:O deg Angle:90 deg Plate: 3x4- - - Plate: 2x4 I 4 I Plate: 2x4 I 4 1 II Plate: 2x4 I 12 0 tk Angle:0 deg —3-14— Angle:90deg Angle:90deg Angle:90deg Plate: 3x4- * -. 13 Plate: 2x4 I 14 Plate: 2x4 I 15 Plate: 2x4 I 16 - ' •- . 0 IIJ Angle:90deg Angle:90deg Angle:90deg Angle:0deg Plàte:2x41 4 Angle:90deg _• -, - •- . :° a--.; - A copyoflloi* dm00 StoOl bufiomidod lacccoctimcclooleM T00sd00jo (or om ir00ivilo* loAk0n0 coopoorol (olnosop Iliolmood omoodliciomo lomitledby Ibolom I)mimoSmdpofoomrdiS othoocro*b :1-2002 oudllro 2001 NDS Eagle Meal Produce doAgo 4m10100d. No oop000slrioyos *m,omi hooc101010o olim(or000im 1101011110110cc DeAgmm. 0mrrcdouo dullom volAmI by boor)) iig losig— Cm0, doflooliomlo I 10110001104)y m000mIlm1 for 11y1br10001rr. Tbo)mildlmgdomgmor dccli or Solo IN ovum lcmdirg, loocco figmmrom morlimiliod dofirviom dam droovroo mom, 1110100)0 dmig0001,50 or Iroorvdm mimimoc lcmdiogloqmmdby mwiihIvbmiidiog codro Comjmvoucm ohmnll thalilu 11011)010000110 lb000lor0010 dmorlhiog.dircoly o.o,mvmm00o10mrdo Basch;domso )0forimuml oo(iodoidmllomS000vm00500iy0r .1— backlog 1.0b. 9)0,00 mo lm ml00000ro)loadroimgor 0100lo* Odd,,0 0mbrmli3O mllicbilby015oo. RofcrloBCSI-Wl 00, Dailms,Tcomm 25234 11om101miling0100 IrmOimo. 100 volapply hod, boymol moiglool0000r, mdl dl pvmSomml boom0 is isploor. Coruromolioso(coronmlom loud, gomlrrllmollu dm loodmdmll,0) bropgo*od SItu 101105001 moo 010. 100000510* bobamilmi 049 010 to rnrliomlo crooid obmogr. 10oct01 00 c0000m001 dccii to 19% 01)0000(0 imoof o,i,II, cuirm loOm) olhoouim (11100). Comc00000r pIouS 01001110 00010thclmmi by 110,11101001 Podlclm(I!SR-I0S'_). 11500, StoOl bvopplood ooho*11101,O1 1mom0110,bjoiml. Pblvdi0510iommmo koud midAs 100,10 Siol000lvo) implmIrdialiom 001)0110 too 11101100,110 Thrplot shall brc0000d oojoiml 011100 pll000lis moroodomormlob *000,011 voSiomOflll. Domigo orouvv0odmmOv*10lumgvmii bopood r odo 0,0 mlppooro. Tbvmolrm ih)0domviog)md,oaos000rplomvolprofomioml opisumi rrommsb(nymckoly&o rIm irmm000pmsomdodgm dr0500. Tlmmoi,hdoyomd 00 ollbi*voopoo000 fosy 00100)00 tooildippdodgm Oslo mopoohddolilyofhrbod10mi,pdoogmor,porAldi)P1Il .2102 CUP m 2 * - Tuff Shed Truss: L01 1777 S Harrison St iobName: 613427 - .-- , Suite 600 Date: 07/15/10 01:29 PM TiieBuild® Software v4•.07 Denver, CO 80210 Page: I of I SPAN- PITCH - QTY OHL OHR PLYS SPACING WGT/PLY BRD FT/PLY 20-0-0 5/12 2 0-10-8 0-10-8 I 24 in 70 lbs 45.3 * 21-9-0 10-10-8 10-0-0 10-0-0 0108l 10-0-0 20-0-0 41- 4 X\><\\X\4 <\\X\X\\\YX\X - 0-0-0 - 0-0-0 - - 20-0-0 - Heel t4 Peak - 20-0-0 - Left - Right Overall Truss Height 4-10-3 Overhang Rake Distance Left Right c.l0-1 1-10' 10-11-10 - 0-11-6 0-11-6 Plates -( - Notes BDFT Loads Qty Size ' Qty Size - -. *Gable block plate size 2x4, typical. Top Chords: 16.00 TCLL: 30.0 psf 52 2x4 - °, 12 3x4 . - Bottom Chords: 14.67 TCDL: 10.0 psf 4 4x6 Webs: 14.67 BCLL: 0.0 psf - - ' -.-, Non Structurals: 0.00 BCDL: 10.0 psf Ti . - OL: 11-10-13 T2 OL: 11-10-13 Bi OL: 9-6-0 67.4/ 11-9-6 /67:4/ •' z - 67.4/ / 11-9-6 v /67:4/ 8-10-3 901 9-2-6 . . 9-6-0 901 (2) '2 X 4 HF #2-12' . - (2) 2 X 4 HF #2-12 (2) 2 X 4 HF #2-10 al B2 OL: 10-6-0 B2 1 0-7-13 0-7-13 - . ________ •- - SCARF: 0-8-7 . I. 3-4 • 9-10-3 - 22.6\ " 10-2-6 SCARF: 0-8-7 -_ I 3-4 - BUTT: 0-0-4 . . 0-4 901 901 BUTT: 0-0-4 -. 0-4 . - - 10-6-0 (2) 2 X 4 HF #2-12' C - OL: 3-1-8 Gable Block: 0 OL: 3-10-12 - . - B (4)2-3-83' I A (4)1-5-82' - 3-0-0 - 67.4\ 901 • 3-0-12 - - 67.4\ 901 3-10-12 3-1-8 - * 67.4/ (4) 2 X 4 HF Stud-4' (2) 2 X 4 HF Stud-4' ,. •: * - -.•- :;- * -* -I .5 - 9 - • -. - '.A' ., - t - - -- - . - f 4 4- - Roof Load Summary j Roof Support: Trusses @ 24 in. c/c Truss Span (ft): 20 Roof Dead Load (psf): . 10 Roof Live Load (psf): 30 Roof Snow Load (psf): .20.00 Governing Total Load (psf): 40 See Calculations to Follow I P:\O PROJECTS\18000\18200\18211 TS250 613427 I Calculated Adjustment Factor I CL= 1 0.9976 1 Reactions DL (kips) LL (kips) TL (kips) Left End 0.18 0.50 0.67 Right End 0.18 0.50 0.67 3 Foot Opening Headers Beam Design Data Member 2x6 I Beam Span (ft): 3 # of Memb:1 2 JUnbraced Length (ft): 1 2 Adjustment Factors - NDS Table 2.3.1 C0 CM CI CL Ci Cr 1.15 1.00 1.00 See Below 1.00 1.00 Effective Length Factor: k 1.84 (Ref NDS Table 3.3.3) . Le := kL Le = 3.68 ft Selected Member Properties Species Commercial Grade Member Size # of Mem. b d Area S. I,, E (in) (in) (in 2)(in 3)(in) (ksi) Hem-Fir .No.2 2x6 2 1.5 5.5 16.50 15.13 41.59 1300 Concentrated Load Data Number DL (kips) LL (kips) a dist. (ft) Description P1 0.00 0.00 0.00 P2 0.00 0.00 0.00 P3 0.00 0.00 0.00 P4 0.00 0.00 0.00 P5 - .-0.0Q Z0.Q0 0.00 - P6. :.o:oo- 0.00\ 0.00 Uniform Load Data Number' DL' (kip/ft)' LL 1(k1plft)! Just i(ft) C dust (ft) trub wt (ft) Description -- wl\ \ 0. 1,1 ,0.33 /0.00 0.00 11.00 Roof Load 'w2 \'Y, 0.00-. '000 0.00 0.00 0.00 w3' -'-0.0b' 0.00 0.00 0.00 w4 10.00 0.00 0.00 0.00 0.00 W5 o.00 0.00 0.00 0.00 0.00 w6 0.00 0.00 0.00 0.00 0.00 Shears, Moments, & Deflections Ma,amum Shear Stress (psi) 61 - AJlowable Shear Stress (psi) 173 OK Maamum Bending Stress (psi) 401 4Jlowable Bending Stress (psi) 975 OK Max. Dead Load Deflection (in) 0.004 8963 Max. Live Load Deflection (in) 0.011 3237 Max. Total Load Deflection (in) 0.015 2378 USE 2-2x6 J .. P:\OPROJECTS\18000\18200\1821 1_TS250_613427 .4 4k • 4 4 0 I - - MCGINNIS & ASSOCIATES JOB: TS Accessory Building Consulting Engineers, Inc. #250-613427 NO. 18211 1110 Westmark Drive SHEET NO. 3 OF 12 .. , Saint Louis, Missouri 63131-1735 CALC. BY JSA DATE 7/20/2010 16 Foot End Wall Opening Header Beam Design Data Member: I 2x12 1Beam Span (ft): 1 16 # of Memb: 2 Unbraced Length (ft): 1 16 Adjustment Factors - NDS Table 2.3.1 CD CM . C1 I CL I Ci Cr 1.15 - 1.00 1.00 1 See Below 1 1.00 1.00 Effective Length Factor: k 1.84 (Ref NDS Table 3.3.3) 0 Le := kL Le = 29.44 ft Selected Member Properties Species Commercial - Grade Member Size #.of Mem. b d Area S. l E (in) (in) (in) (in 3)(in 4)(ksi) Hem-Fir No.2 2x12 2 1.5 11.25 33.75 1 63.28 355.96 1300 Concentrated Load Data Number DL (kips) LL (kips)' adist. (ft) Description P1 0.00 0.00 0.00 P2 . ' 0.00 0.00 0.00 P3 .0.00 0.00 0.00 P4 0.00 0.00 0.00 P5 0.00 0.00 0.00 P6 0.00 0.00 0.00 Uniform Load Data - Number DL (lip/ft) LL (kip/ft) a dist. (ft) c dist. (ft) trib. wt. (ft) Description wl 0.03 0.08 0.00 0.00 2.50 Roof Load w2 0.00 0.00 0.00 0.00 0.00 w3 0.00 0.00 0.00 0.00 -0.00 w4 0.00 0.00 0.00 0.00 0.00 w5 0.00 0.00 0.00 0.00 0.00 w6 0.00 0.00 0.00 0.00 0.00 rIlp . R RP / 0 Reactions 0 .DL (kips) LL (kips) TL (kips) Left End .0.35 0.60 0.95 Right End 0.35 0.60 0.95 Shears, Moments, & Deflections Maximum Shear Stress (psi) 42 Allowable Shear Stress (psi) 173 OK Maximum Bending Stress (psi) 721 Allowable Bending Stress (psi) 882 OK Max. Dead Load Deflection (in) 0.139 1377 Max. Live Load Deflection (in) 0.239 803 Max. Total Load Deflection (in) 0.378 507 USE 2-2x12 - , P:\OPROJECTS\18000\18200\18211_TS250_613427 . s1cGINNIS & ASSOCIATES JOB: TS Accessory Building Consulting Engineers, Inc. . #250613427 'NO.. 18211 1110 Westmark Drive SHEET NO. 4 OF, 12 Saint Louis, Missouri 63131-1735 'CALC. BY JSA DATE 7/20/2010 . Consider Lateral Loads Project Location: Carlsbad, CA . Determine Wind Loads: . Building Code: jCBC2007 - Basic Wind Speed (3 second gust): IVwind Wind Load Importance Factor: Exposure Category: IExposure,:=C!I - -- • - . - . Height and Exposure Coefficient: X = 1.21 --• - Basic Wind Pressures: nb. intermediate roof angles are interpolated - - - - - Main Windforce Resisting System Loads: Ps (ASCE 7 - Figure 6-2) Horizontal Loads (psf) Vertical Loads (psf) Interior Zone: Wall Roof Interior Zone: Windward Roof Leeward Roof Transverse 10.5 0.1 Transverse -6.0 -7.1 Longitudinal 7.6 -3.5 Longitudinal - -9.6 - - -6.1 Calculated Wind Pressures: (lopsf minimum wall load, opsf minimum roof lteral load).- Calculated Wind Loads,'. Horizontal Loads (psf) Vertical Loads (psf) Interior Zone: Wall Roof Interior Zone: Windward Roof Leeward Roof Transverse 12.7 10.0 Transverse -7.2 - -8.6 Longitudinal 10.0 10.0 Longitudinal -11.6 -7.4 Wind Loads Transverse Direction: lB = 20ft -' FL 2 —2ft lhpe,k = 12.27ft Trib_arearooft = hpeak - hfl001 Trib_arearoof r= 4.17 ft h late Trib_areawaii t = Trib_areawaiLt 4.05 ft * -I-", -. • - a - Transverse wind forces:.- Force at roof Fw fldt = whtr, L Tnb_arearoof t + whtw L Trlb_areawaitt Fwlndt = 2048.17 lb lb Distributed forces at roof: Fdwlnd_t := PWhI-Trib_areaIOO + Pwh .Trib_areawaILt Fdwind_t =,93.I Wind Loads Longitudinal Direction: lB = 20ft I =_22., hmean = 10.18ft] - . - Trib_areawaiLl := (hmean - hfl001 ) + - hpiate i-- . . '- . Trib_area , 1,1 = 6.13 ft , Longitudinal wind forces r' Force at roof: Fwjfldl := Pwhlw-B-Trib_areawalll = 1226.67 lb .. . . ' -• lb '• Distributed forces at roof: Fdwjfldl := Pwhlw'Trib_areawalll' ''Fdwind'I = 61.33 ft I P:\O_PROJECTS\18000\18200\18211_1S250_613427 . . I McGINNIS & ASSOCIATES JOB: TS Accessory Building Consulting Engineers, Inc. #250-613427 NO. 18211 lll0WestmarkDrive SHEET NO. 50F12 Saint Louis, Missouri 63131-1735 . CALC. BY JSA DATE 7/20/2010 SEISMIC LOADS: Occupancy Category: . Occupancy := 91" - '- Max Considered Earthquake Coefficients: := 1.261 IS, := 0.4781 Seismic Site Class: ISite_Class := "DI = Seismic Importance Factor: P 4'. - Site Coefficients: {tables 1613.5.3(1-2)} Fa = 1 F = 1.52 - Adjusted Max considered Earthquake: Sms 1.27 Smi = 0.73. Design Spectral Response Acceleration: Sds= 0.84 Sdi = 0.49 Structural System: Basic_Structural_System := Bearing Wall System" Seismic_Resisting_System := 'Light Framed Walls w/ Wood Shear Panels" Respone Modification Factor IR = 6 {ASCE 7 table 12.2-1) $ ( hpeak .75 . Approximate Fundamental Period: Ta := .020.] -sec ft T - a- 13 S T5 =(Sd1—SdS) sec T5 =07s - - Seismic Response Coefficient: ( ( ds _ . ( ds 0.5S1 ' - {PerASCE 7 12.8) C5 := if S1 <0.6, max 0.0l, max 0.0 1 R -- lE) R - lE' R - Seismic Design Category: ISDC = rn' I C5 = 0.13 Determine structural dead load: Ws 'Floor and Roof Dead Loads: Area of Roof& Floor: Area : (L + 2Lover)(B + 2Bover) Area = 484ft2 Total Roof Dead Load W100 = Area DLroot W1001 = 4.84 kip • •: . • - - rSLroof • ( SLroo 1 W1001 shear := ¶ > 30, Area ,, DLroof + Wrooij - psf 5 Exterior Wall Dead Loads Wall load tributary to roof: Length of wall: L; : L + B + L + B Lwaii = 84ft . . . , . hmean Wall Dead Load Wwaii shear DLwaii Lwaii 2 WwaiL shear = 3-42 kip . DLwairLwaii hmean WwaiL ot = 6.84-kip ;:. -'Total Structural Dead Load: Ws shear : Wroof shear + Wwaii shear IWsshear = 8 ki 11 = Wroof + Wwaii ot Wsot = 11.68 ki P:\O...PROJEcTS\18000\18200\18211_TS250_613427 - I .4 - . . • P .•- - • - \'IcGINNIS & ASSOCIATES JOB: TS Accessory Building Consulting Engineers, Inc. - #250613427 NO. 18211 1110 Westmark Drive SHEET NO. 6 OF 12 Saint Louis, Missouri 63131-1735 - CALC. BY JSA DATE 7/20/2010 Determine Total Base Shear Forces: FEQ C5 W5 shear . FEQ FEQ -- FdEQ t:= -- .. Fd:= -. - L .. B....• Compare Seismic Forces at Roof: Wind & Seismic Forces FEQ = 1.1 kip Fwfldt = 20 kip = I'2-kip lb ..- lb -. FdEQ_t = 48.8 Fdwlndt =93.1 ft ft lb lb •. FdEQI = 53.68 - Fdwjfld,I = 61.33 ft ft Use Maximum Forces: F OO := max(FEQ, Fwjfld ) Froof := rnaX(FEQ, FWfldI) Fdrooft := max(FdEQ t, Fdwlfld t) Fdroo1i .= max (FciEQ , Fdw ) Wind Governs Transverse Load I Wind Governs Longitudinal Load Roof Diaphragm Design: . . . . . Controlling Lateral Load: ITransverse Load Governs Diaphragm Design. • • R • p , .• Strut Reaction, R: Rrooi:= Fdrooft-L--- IRrof= 10241b - . L Rrooi lb . Uniform Shear in Strut, v: vd := vd = 51 - B ft Fdroo tI Chord Forces (T = C): Tchord 8-B ITchord = 282 lb Diaphragm and Fasteners Design Strength: - Roof deck is 1/2" wood floor sheathing • lb - with 8d common nails @6" o.c. at edges. Vallow 197 ft OU .,L)I 111114)1 I "Cl I U.L. I - for interior nailing. Since vallow = 197.0 lb/ft >= vd = 51.2 lb/ft OK - w Consider Diaphragm Chord/Drag: chord := "Double 2x4 Hem Fir Top Plate" .. Area of Chord: Achord =5.25 -in 2 Fastener type:' •fastener'_- "I6dnails" Allowable Tension in Chord: Ft := 400-psi Allowable shear per fastener: Vfastener : 89 lb - - Load duration factor: C := 1.6 • D Number of Nails Required: Nfasteners - . • vfastener-CD : Ft AchordCD Pa =336Olb - Use Double 2x4 Hem Fir Top Plat6 with 2 16d nails each side of splice minimum. . Consider Drag Strut: B - - dragspacjng := drag =20.86-in Rroof vfastener 4 I P:\O_PROJECTS\18000t18200\18211 T5250 613427 -- - S McGINNIS & ASSOCIATES JOB: TS Accessory Buildinci Consulting Engineers, Inc. #250613427 NO. 18211 '.5 1110 Westmark Drive SHEET NO. 7 OF 12 Saint Louis, Missouri 63131-1735 CALC. BY JSA DATE 7/20/2010 Consider 2x Wood Studs - , IMember := "2x4'j No of Members: ' Selected Member Properties . Species Commercial Grade Member Size #of Mem. b d Area S. I E (in) (in) (in 2)(in 1 3)(in 4)(ksi) Hem-Fir Stud 2x4 1 1.5 3.5 5.25 3.06 5.36 1200 Plate Height: lhlt= hpiate - 4.5il Unbraced Length 1k := i.c Unbraced Length: kl := k-ht Factor: Compression Parallel to Grain Non-Adjustéd Design Value: Grading Adjustment Factor: lI<cE := 0.21 (See NDS Section 3.7.1) Coefficient Used for Column Ic := O. (See NDS Section 3.7.1) I- Stability Factor: • Maxirium Bending I-u := 12.irl Effective Length Factor: k : 1.84 Le : kL Le = 1.84 ft 'Unbraced Length: • (Ref NDS Table 3.3.3) Determine the allowable axial compressive stress per NDS Section 3.6 Ikl= 7.72 ft I 4 I t. Adjustment Factors - NDS Table 2.3.1 CM C CF Ci Cr CT 1.00 1 1.00 .1.00 1.00 1 1.15 1.00 Modified Modulus of Elasticity: E':= ECM Ct CI CT E'= 1200000-psi KCE° ' Stress used for column FC FCE = 513.19-psi stability factor: ( kl • lddressed(id)) 2 1 I FcE + + Column stability F ) j Fc ) F factor = 2-c - 4 2-c - C = 0 - 3 Allowable axial compression design stress w/no lateral load: lCD .= I.l - FC NO LL := FC.CD.CM.Ct.CF.CF CP IFc_No_LL = 483j Maximum Allowable • : A(Id)F cNoLL Ia11ow_No_LL = 25 Axial Load w/no lateral load: aIIow_No_LL Allowable axial compression stress with CD— LI FC_W_LL := FC•CD•CM Ct•CF•CCP IF'c_W_LL = 672p design lateral load: .1 - 'S P:\Q.PROJEcTS\18000\18200\18211_TS250_613427 . I '• : : • : . McGINNIS & ASSOCIATES • JOB: TS Accessory Building Consulting Engineers, Inc. #250-613427 N0 18211 1110 Westmark Drive SHEET NO. 8 OF 12 Saint Louis, Missouri 63131-1735 CALC. BY JSA DATE 7/20/2010 Determine the allowable bending stress oer NDS Section 3.3 1 Determine the slenderness L RB = i{L > 0 / ddressed(id) RB = 5.86 ratio: .j - - -. Coefficient used for beam KbE := 0.439 Stress value used for beam KbEE stability factor stability factor FbE = 2 FbE = 15.34 ksi RB Tabulated bending design Fb material 675 psi : value from Table 4A: - . - .-.• . ,c.• * Tabulated bending design value multiplied by applicable Fbstar : Fb materiaVCMCICiCDCr , adjustment factors: - . c ( ' (-)-2 I 'bE I - I 'bE rbE l+I-.-...............-I I 1-i- Fs Fbstar I--------- Fbstar ) I Beam stability factor: CL := ifi L > Oft - __________ - 1.0 CL = U 1.9 . 1.9 0.95 Allowable bending stress Fballow = Fb material CM C C1 CD CL Cr lFb_altow = 1237 psi Lateral pressure: I P,htw = 12.7. PSI Tributary width of member: •Itwjdth := 16.irl - *,. Maximum moment due 2 to lateral pressure: Mmax = whtw twidth ht .0 .125 Mmax =126 lb ft Mmax f P1 nsi Maximum bending stress: 1b := b S(id) / 2 . Find the maximum compressive stress to I fc1 - - satisfy the bending and axial compression 1.0 (NDS equation 3.9-3) interaction equation. F alowi I - .•. - FCE,I. • -.4. • • Solving for the compressive stress results in: • r * - ., . Maximum allowable Palloww LL: A(id)-f IPalIoww_LL= 141] axial load w/ lateral load: . Controlling allowable axial load allow = 1411 lb Axial load w/ lateral load governs Rroof DL + .5R100f LL Required axial load capacity: Prequired - . - required = 366.67 lb • rtspacing twjdth • -. . . . . . - .• 1" 4 •. 5•PWh-tWIdth-ht -• . - ht Stud deflection @ midheight: lateral ' iateri = 0.21 in = 439 384El(id) . lateral I P:\O_PROJECTS\18000\18200\18211_TS250_613427 McGINNIS & ASSOCIATES JOB: TS Accessory Buildinci Consulting Engineers, Inc. #250613427 NO. 18211 1110 Westmark Drive SHEET NO. 9 OF 12 Saint Louis, Missouri 63131-1735 CALC. BY JSA DATE 7/20/2010 ,Shear Wall Design: Consider Wall A: Consider wall Aelevation as a moment frame: Percentage of lateral force taken by walls A: IPercent := 50% Distributed load along frame: Froo' t.Percent q:= - 'frame lb q=56.89— . . ft-• * •,• .. 1* ., - Worstcas&moment in continuous header (use (2)-2x12): M - . 3 max - . Mmax := 0.475 -kip -ft S := 63.28 in fb := Sx Worst case moment in plywood / stud "column": max base At base: Mmax base := 3.629-kip-ft S := 192-in rb_base rb_base = 226.81 -psi OK Sx At top: Mmax top := 0.475 kipft- rb_top max top rb_top = 29.69 -psi OK ox i . Hold down anchors equired to resist moment at base: * Mmax base - Tension load from moment: Tbase : Tbase = 2177.4lb 20. in - lUse Simpson HDU2 hold downs w/ SSTB16 Anchor Bolts. Tension 'tras required at top: - Mmax top. Tension. loadfrom moment at top: Tt0 := T 0 = 237.5 -lb . 24in - . . . - - ' Number of nails required to develop tension: Nnails:= Ttop Nnaiis = 1.31 113 lb-1.6 I Use Min. 20 Ga. Simpson Straps I IFroo1_t = 2048.17 lb IWind Governs Transverse Load. Length of wall used in calculations: • frame := 18ft fb = 90.08 .psi I P:\O_PROJECTS\18000\18200\18211_TS250_613427 I • • -: . '. : • - ,.-. McGINNIS & ASSOCIATES JOB: TS Accessory Building Consulting Engineers, Inc. . #250-613427 NO. 18211 lllOWestmarkDrive . . SHEET NO. 10 0F12 - Saint Louis, Missouri 63131-1735 .. CALC. BY JSA DATE 7/20/2010 Shear Wall Design: Consider Wall C: IFroof t = 2048.17 lb Wi - - - nd Governs Transverse Load. Percentage of lateral force taken by wall C: IPercent 50°/ -- Total Wall Length: llwali := 20-fl {Note: Shearwall length is lower for Length of Considered Shear Wall: lsheail := 20.fl perforated walls.) Shear Stress: F100f i-Percent lb vVi := - v 1 = 51.2— sheaiwall ft Fastener type (penny weight): nail_size := 8 Sheathing grade: sheathing := 'Wood Structural Panel' 15 Fastener spacing at edge: edge_spacing := 6-in Sheathing thickness: thickness := —in Hem-Fir Studs Used? HF_reduction := 'yes' • {18% reduction if hem-fir studs areused) Use wind increase? wind_increase := "no" -. {40% allowable increase permitted per 2306.4.1) Sheathing Applied Directly? . direct—applied := "yes" (reduction for panels applied over gypsum) Aspect ratio reduction for seismic? aspect—reduction := "yes" {Table 2305.3.41 Adjustment for perforated shearwall max_height_opening = 0 f - - • . .' Iperforated_multiplier= lçJ. - {Per Table 2305.3.8.2} . For 0.469 in. Wood Structural Panel applied directly to framing w/ 8d nails lb Vallow= — 6 in. edge spacing. _30 - . ft Since v 1 = 51 lb/ft <= Vaiiow = 230 lb/ft OK Check Uplift: * • . . - Overturning Moment mot Frooft. Percent hpiate Mot 8.3 kip ft Roof Tributary Area lAt = 2 Resisting Moment ( ]wall 2 Iwail 2 31wa li 2"l Iwail 2 Mres I 0.6 DLroo ' Pwvti +Pww. At + 0.6DLwaii hmean 2 8 8 ,- .. 2 -M es = 8.99 kip ft Since Mres 9.0 k-ft >= Mot = 8.3 k-ft I. P:\07PROJECTS\1 8000\18200\1821 1_TS250_613427 -r ::.-' .• McGINNIS & ASSOCIATES JOB: TS Accessory Building Consulting Engineers, Inc. #250-613427 NO. 18211 1110 Westmark Drive SHEET NO. 11 OF 12 Saint Louis, Missouri 63131-1735 CALC. BY JSA DATE 7/20/2010 Shear Wall Design: Consider Walls B&D: IFrooU = 1226.67 lb [Wind Governs Longitudinal Load. I Percentage of lateral force taken by walls B&D: Percent := 50 ' Total Wall Length: 1lwali 161 Length of Considered Shear Wall: llshearwall := 16.1 {Note: Shearwall length is lower for perforated walls.) Shear Stress: F100f - Percent lb v 1 := v,,1 = 38.33 - 1 shearwall ft Fastener type (penny weight): nail size := 8 Sheathing grade: sheathing := 'Wood Structural Panel" Fastener spacing at edge: edge 15_spacing := 6in Sheathing thickness: thickness := —in 32 Hem-Fir Studs Used? HF_reduction := "yes" {18% reduction if hem-fir studs are used} Use wind increase? wind—increase := 'no" {40% allowable increase permitted per 2306.4.1) Sheathing Applied Directly? direct—applied := 'yes" . {reduction for panels applied over gypsum) Aspect ratio reduction for seismic? aspect reduction := 'yes" {Table 2305.3.4) .Adjustment for perforated shearwall: max_height_opening := 0•f perforated_multiplier = 1.00 1 {Per Table 2305.3.8.2} For 0.469 in. Wood Structural Panel applied directly to framing w/ 8d nails = 3O lb @ 6 in. edge spacing. allow - ' ft Since vj = 38 lb/ft <= Vaiiow = 230 lb/ft OK Check Uplift: Overturning Moment: M0 := FrooflPercent- hplat M0 4.97.kip.ft Roof Tributary Area: At:= 11.1 Résisting Moment: I 2 I 2 31 2 I 2 4 . I wall wall wall I wail Mres := (0.6DLrooi + wviI + WV1W 8 ).At + O.6DLwaiihpiate Mres =1.44kPft rSince Mres -1.4 k-ft < M = 5.0 k-ft Uplift. Check tension. Mot Mres Tension Required: tension := tension = 413.42 lb )wail 6in [Since Tension 413.4 lb <= 500.0 lb Sill Plate will Suffice FP \O_PROJECTS\18000\18200\18211_1S250_613427 I '.' .. - 'p McGINNIS & ASSOCIATES JOB TS Accessory Building Consulting Engineers, Inc. . #250613427 NO 18211 1110 Westmark Drive SHEET NO. 12 OF 12. - Saint Louis, Missouri 63131-1735 . CALC.-BY JSA DATE 7/20/2010 -•., ,- Overall Overturning: Driving Forces: Overturning Moments: M0ti := Fwindthplate ,' Mott 16.59-kip-ft, Mot2: FEQhP te : M = 8.7kipTh Uplifting Moment: Muplift := —PL3 - ' - M uplift =33.3 kip -ft Combined Driving Moment: Mdriviflg := max(M0ti + M02) . M rjvjng = 49891p ft. Resisting Moment Mres = (W0 ) . 0 .6 Mres = 70.1 kip ft Since Mres 70.1 > Mdriv ing 49.9 OK I 3 . .•-•; 1g•• I, ,• - .• - .•.- -. 'c S Foundation Design: Consider Continuous Wall Footinàs': Maximum allowable bearing pressure: Roof Tributary Width tW100f = + Bovej Wall Height IhpIate = 81 ft Maximum axial load per foot of wall - lb max := TL1001 tw100f + DLWaII•hPIate max = 504.8 . ,- . ft Minimum footing width required 1 max -• . biOOtfl9 := Ibfootng =-4.irl • . • Fb - • Required Frost Depth: hooting = 12 in - Use 8" wide x 12" deep footing riiinimum. •' - . * . • P:\O_PROJECTS\1 8000\18200\1821 1_1S250_613427 CITY OF CARLSID)AD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov ' This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City - - - L prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name SMITH SECOND DWELLING UNIT * Building Permit ' Plan Check Number: CBI 01450 I : Project Address: 2701 HIGHLAND DR A P. N.: 156110-94-00 Project Applicant DOUGLAS SMITH / (Owner Name): . '. Project Description: CONVERT 484 SF GARAGE IN TO A 2N0 DWELLING UNIT Building Type SFD Residential: New Dwelling Unit(s) - Square Feet of Living Area in New Dwelling - Second Dwelling Unit 484 Square Feet of Living Area in SDU Residential Additions Net Square Feet New Area • Commercial/Industrial: Net Square Feet New Area City Certification of Applicant Information GT(genette OGLey Date 9/29/10 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District [J Vista Unified School District 0 San Marcos Unified School District .- 6225 El Camino Real 1234 Arcadia Drive 215 Mata Way Carlsbad CA 92009 (760-331-5000) Vista CA 92083 (760-726-2170) San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) - - IDEncinitas Union School District San Dieguito Union High School District ' .- - • 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. - Encinitas, CA 92024 Encinitas, CA 92024 (760-753-6491 ext. 5514) (760-944-4300 ext 166) Appointment only - •. Certification of Applicant/Owners. The peon 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 - . l .will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number ,of dwelling units or square footage after the building permit Is issued or If the Initial determination of units or square Al - Signature: Date B-34 I Page 1 of 2 Rev. 03/09 I-- • .• - 13 footage Is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or * that the person executing this declaration is authorized to sign on behalf of the Owner. *. •4? . - SCHOOL DISTRICT SCHOOL FEE CERTIFICATION - (To be completed by the school district(s)) : ;' - THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED .,. . SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project.. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE wA1mEwi ASSISTANT SUPERINTENDENT NAME OF SCHOOL DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT - 6225 EL CAMINO REAL DATE CARLSBAD, CA 92009 011 Z, o - PHONE NUMBER - : CB101450 2701 HIGHLAND DR . SMITH RES- CONVERT 4'84 SF - .. ' '- . r'AOAr'C T(\ A flIfl flAlI I IM(' I MIT IflCM 4/.7 24-1 'kY J, f'i'L- w/ 9( J77Lzr J77U' 4 C1--S /- 'My $j CL:c5(JTek) •- 6,-1 3-(o 3(907 sa d&19 7 IaT 41 s's f(OMMEL ;q- 11 t Ct pL • C~W /2CC4t Q2i1 ilt LC 0 \ \ ID (€SUA SW,'(25j acv Approved . By - BUILDING WAtji! PLANNING . ENGINEERING w/5W g FIRE Expedite? V N HazMat - - APCD - Health Forms/Fees Sent Recd Due? By Encina V N Fire - Y N HazHeaIthAPCD N PE&M OA,Ai N Q4 School c i'7io /0 /, / (V - N Sewer - N Stormwater - N Special Inspection N LandUse: CFD: V N Density. ImpArea: FY: Factor: N/fq//j çJ J25,Z K S' Comments Date Date Date Date Building Planning Engineering Fire Need? J /0g333 p Done ccK KDone / ODone Done Application Complete? V N By: Fees Complete? V N By: