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Home My WebLink AboutCD 2019-0005; BARRIO GLASSWORKS; Consistency Determination (CD)CITY OF CARLSBAD APPLICATION FORM FOR CONSISTENCY DETERMINATION APPLICATION CITY USE ONLY Original Project Number: U to£ -oC)C) &-I Development Number: \JW\.I ~ oo"I.. Consistency Determination Number: COU\'\ -000..S PROJECT NAME: ./J A ,i!,Jl .. .1 o --------::::--------:---------------------Assessor's Parcel Number(s): to 3-'; o J -/(. -oo --•······ ... ···•· ... ··-····------------ : Description of proposal (add attachment if necessary): I -----------·----········----·········•· .. ···•·-·······-············•·····------- I Would you like to orally present your proposal to your assigned staff planner/engineer? Yes D □ No j Please list the.staff members you have previously spoken to regarding this project. If none, please so state. ' // c-::. c ro x._ S ,;;f c· G·-' JJ b /~7 t> c l) /ll-A--1 ..................... ............................. . ·--/-···-'-----"··--·-----................... . · OWNER NAME {Print): i MAILING ADDRESS: I CITY, STATE, ZIP: • TELEPHONE: MAswa?nt /.A.o,-JT1cL ll'>l fNJLb CltNA&Y UJ .. 0JCJJJrol:$1 ~ 4 ·un,•tf -11,01i,-0411t, PPLICANT NAME (Print):M Ji t'f /) CV'-I u, a-If /1 .. ( ,l'.i-,c! f ((:',-ti MAILING ADDRESS: '3: :f ~S-,t:.; I) 41;tqt..a:~ ,r' !) i,<.. 1 EMAIL ADDREss: MAfflE MZ e S'&C.G-LDBAk .11er ! •owner's signature indicates permission to conduct a preliminary review for a development proposal. IN THE PROCESS OF REVIEWING THIS APPLICATION IT MAY BE NECESSARY FOR MEMBERS OF CITY STAFF TO INSPECT AND 1 ENTER THE PROPERTY THAT IS THE SUBJECT OF THIS ' APPLICATION. I/WE CONSENT TO ENTRY FOR THIS PURPOSE. I i CERTIFY THAT I AM THE LEGAL OWNER AND THAT ALL THE ABOVE 1 INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY WLEDG~ :~-~~-~-i[~J~,, I NATUR . DATE APPLICANT'S REPRESENTATIVE (Print): . MAILING ADDRE.SS: . CIT-Y, STATE, ZIP: ! TELEPHONE: . EMAIL ADDRESS: CITY, STATE, ZIP: C.,1,r...c.f t!Jl>P, CA tj l,,.oof,' TELEPHONE: j-✓y~ S:,··'./S---t'· s 5,"'"7 EMAIL ADDRESS: 6-;1;4. 'I ,c,-i ~·-' f,t,:.,,., e .:,Mt< I{., •<:4-1 i I I CERTIFY THAT I AM THE LEGAL REPRESENTATIVE OF THE 1 , OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. , zh.v/,, ~ ' I CERTIFY THAT I AM THE LEGAL REPRESENTATIVE OF THE APPLICANT AND THAT ALL THE ABOVE INFORMATION IS TRUE AND i CORRECT TO THE BEST OF MY KNOWLEDGE. ! ___________ _ ! SIGNATURE DATE FEE REQUIRED/DATE FEE PAID: RECEIVED BY: P·16 Page 2 of2 -.. ,.::IVED FEB 2R~vfseqm/17 CITY OF CARLSBAD PLANNING DIVISION Application for Consistency Determination RP2018-0004/CDP2018-0014 Barrio Glassworks 3060 Roosevelt Street, Carlsbad, CA 92008 R.ECf:=.tVED FEB 2 8 2019 CITY OF CA!~LSBAD ':::' .::-. i\: \: '\;r ,~. !\.'I ~l O!'\ Applicant: Mary Devlin, Gary Raskin 818.415.5359 garymraskin@gm~il~o'm · · · ,~ ~-' • ~ · We are hereby requesting a discretionary permit revision for the above referenced property, the details of which are outlined below. There are 3 minor changes from the original plan: 1) Total square footage increase by 7 sq ft, from 2,323 sf to 2,330 sf 2) Building location on lot to shift 2'5" east, no significant change in overall footprint of plan 3) Peak height of sloped sawtooth roof to increase from 16'2" to approximately 17'10" The above changes are requested due to structural elements that were not previously identified during the preliminary planning stages. Change 1) The increase of 7 sf from 2,323 sf to 2,330 sf is a correction of the original calculation which was erroneous due to a rounding error. Change 2) As plans are being finalized, the original plans are being modified as the structural engineer has added a support column outside and adjacent to the existing building (See table 2) as a way to accommodate earthquake safety codes. As the safety code requires, the location of this support column will be up to 6" away from the existing building. Accordingly, to keep from adding additional square footage to the building (i.e. without changing the footprint of the new proposed structure), we are shifting the new structure 2'5" eastward from its original placement (See tables 1 and 2). The 2'5" is the 6" distance plus the width of the footing for the column. This movement results in adding a minor exterior wall to attach the new building to the existing structure. Change 3) The purpose of the sawtooth roof, in addition to visual impact, is to allow natural light into the gallery and work space. Due to the structural support beams of the roof that run west to east, at its current height there is insufficient surface area in the vertical face of the middle sawtooth to fit glass windows in this area. We propose increasing the slope of the roof height at its peak up to the maximum allowable under this review. To maximize the area created for windows but to stay within the consistency requirements, we are requesting an increase of approximately 1'8", up to a total height of approximately 17'10". (See table 3). Thank you in advance for your approval of these minor changes to our original application. Table 1 Site Plan site pan - 1 mg re ocated 2'5" east of original proposed location reas impacte y s i o approximately 2'5" east (N)IJOT &1-lOf'ON (E) ElUILDIN:. 6!.IITE A --· c,~7-:_ <E) ElUILDINC, J <E) &Eu.ER CLE.AN OUT <E)GA& METER Table 2 Structural Column location resulting in shift of building footprint I ,. I r. -. . . E ADDITION LexrerlNG ) e iginal ~'.an ,. . ·-s· .. . u t r= l ..d."f~ S:I')( Structura Beam - utside of existing building ew ocation o east wa and new wall section due to structural columns and beams. L ' 28'-8' RP2011-oocM'COPJOta.oo14 rea o origina • plan -detail belq: . ; d, r -I • I -· 7 ., I n I I 14'-2' Up to 6 separation o support olumn from existing building for earthquake safety requirement D Table 3 New Proposed height of roof peak "",,.."""'"""" ---~o/JLATWM c:, OfllPA0I! 'D' ..... ~ -----~- peak height -16'2" new roof peak height -17' 10" roposed Revision