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HPB-09-07-11 '`�` ; OA AGENDA , y= .04y g HISTORIC PRESERVATION BOARD Meeting Date: September 7, 2011 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service,program, or activity conducted by the City. Please contact Doug Smith at 243-7144 24 hours prior to the program or activity in order for the City to reasonably accommodate your request. Adaptive listening devices are available for meetings in the Commission Chambers. If a person decides to appeal any decision made by the Historic Preservation Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings, and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made. Such record includes the testimony and evidence upon which the appeal is to be based. The City does not provide or prepare such record. Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF AGENDA IV. ACTION ITEMS A. 138 North Swinton Avenue, Old School Square Historic District — Murphy LLC, Scott Porten, President, Property Owner/Applicant. Certificate of Appropriateness (2011-176)for the installation of a new freestanding sign. B. 214 NW 2"d Street, West Settlers Historic District — Roland and Janice Flynn, Property Owner/Applicant; Greg Guzzo, Kustom Homes, Authorized Agent. Certificate of Appropriateness (2011-192) for additions and alterations to a contributing structure; Variance to reduce the side interior setback (east) from the required 7'6" to 3'; Variance to reduce the side interior setback (west) from the required 7'5" to 5'2". VII. REPORTS AND COMMENTS ■ Public Comments ■ Board Members • Staff VIII. ADJOURN alit* L Amy E. Alvarez Historic Preservation Planner Posted on: August 31, 2011 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Applicant: Murphy LLC, Scott Porten, President Project Location: 138 North Swinton Avenue, Old School Square Historic District HPB Meeting Date: September 7, 2011 File No: 2011-176 ITEM BEFORE THE BOARD The action before the Board is a Certificate of Appropriateness for the installation of a free- standing sign on a contributing property located at 138 North Swinton Avenue, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property consists of the South 1.5 feet of Lot 9 and Lot 10, Less 3 feet, Block 59, Town of Delray and is zoned OSSHAD (Old School Square Historic Arts District). Located on the west side of North Swinton Avenue, between NW 1st and NW 2nd Streets, the property is classified as contributing within the Old School Square Historic District. The property contains two buildings converted from single-family use to office subsequent to site plan approval by the HPB on March 10, 1993. At its meeting of June 2, 2004, the HPB granted approval for the installation of a free-standing, two-sided sign constructed of MDO (Medium Density Overlay). The sign, which measured 47" wide by 57" high, had an overall height of 7', as it was located 2'3" from the ground. The wood sign posts which remained from a previously approved sign were utilized. The subject request is for the installation of a new sign face on the existing sign posts located in the front yard of the subject property and approximately six feet (6') from the front property line. The subject sign, which was installed prior to HPB approval or a permit, measures 58" wide x 57" high, for a total of 18.6 square feet. The signface itself is a printed vinyl sign adhered to the aforenoted MDO sign and consists of a cream background with black type, which consists of two different fonts, for the two companies represented on the sign. The street number"138" is at the bottom of the sign. The COA request for approval of an as-built freestanding sign is now before the Board for consideration. 138 North Swinton Avenue;2011-176 • HPB Meeting September 7.2011 Page 2 of 5 ANALYSIS LDR SECTION 4.6.7—SIGNS LDR Section 4.6.7(A) is noted below as it applies to the subject signage request (emphasis added). (A) Purpose: The purposes of these sign regulations are: to minimize the possible adverse affect of signs on nearby public and private property; to foster the integration of signage with architectural and landscape designs. • (2) Preservation of Community's Beauty: The City of Delray Beach which includes a beach resort community as well as major office and industrial parks relies heavily on its natural surroundings and beautification efforts to retain its economic advantage. This concern is reflected by actively regulating the appearance and design of signs. (3) Property Value Protection: Signs should not create a nuisance to the occupancy or use of other properties as a result of their size, height, brightness, or movement. They should be in harmony with buildings, the neighborhood, and other conforming signs in the area. STAFF ANALYSIS: The above noted LDR has been provided with particular emphasis placed on those components applicable to the subject proposal and should be taken into consideration upon review by the Board. Upon review by Staff, it does not appear that the proposed sign complies fully with the above noted purposes with respect to fostering "the integration of signage with architectural" designs and its "harmony with buildings, the neighborhood, and other conforming signs in the area." The sign aesthetics lack the required relationship with those of the building with respect to overall design and appearance. Specific concerns include the vinyl finish/material, fonts styles, and the integration of two signs on one sign face. Further analysis and suggested revisions are noted below and in the Staff recommendation. LDR Section 4.6.7(D) (2) (a)-(c) addresses "Aesthetic Qualifications" and states: The aesthetic quality of a building, or of an entire neighborhood, is materially affected by achieving visual harmony of the sign on or about a structure as it relates to the architecture or the building or the adjacent surroundings. The following aesthetic conditions must be met: (a) Garishness: The overall effect of the lettering, configuration or color of a sign shall not be garish. "Garish" signs are those that are too bright gaudy, showy, glaring, and/or cheaply brilliant or involving excessive ornamentation. Garish signs are not in harmony with and not compatible with the building or adjacent surroundings. (b) Scale and Conformity with Surroundings: The scale of the sign in terms of area, shall be consistent with the scale of the building on which it is to be placed or painted and the neighborhood or streetscape where it is to be located. Scale shall also be considered in terms of Subsection (F) (2) with respect to height and area. (c) Quality: All signs shall have a professional appearance that enhances the visual aesthetics of the area. • 138 North Swinton Avenue:2011-176 HPB Meeting September 7,2011 Page 3 of 5 STAFF ANALYSIS: When considering signage within a historic district, it is important to take into consideration the historic character of the district, and more importantly, of the structure to which the sign will be associated. With respect to the aesthetic qualifications noted above, the proposal is not considered to be in compliance as it is not in harmony with the building or adjacent surroundings due to a lack of association with the historic design and style on the property. Signage in a historic district is typically of a more unified appearance with respect to the components within the sign and the building to which it is associated, specifically the overall tone and character. For example, the proposed signage has not achieved the intent of the "Aesthetic Qualifications" noted above. Additional analysis with suggested revisions is noted below and in the Staff recommendation. LDR Section 4.6.7(E)(7) contains signage regulations for all historic districts and the OSSHAD zoning district as follows: Signage Regulations for OSSHAD and all Historic Districts Type of Sign Quantity Area (Maximum) Location Height Wall 30 square feet Building face N/A Projecting 30 square feet (face) From building or N/A Not more than under canopy two per lot, parcel Free-standing or development. 30 square feet (face) May be in front 8' yard setback Under-Canopy 4 square feet (face) Under canopy N/A STAFF ANALYSIS: The proposed sign complies with the subject regulation as it measures 18.6 square feet, while the maximum allowed is 30 square feet. Therefore, the sign meets the technical requirements noted above. Note: The Visual Compatibility Standards of LDR Section 4.5.1(E)(8) are applicable to the subject review as it is located in a historic district. Additional analysis with suggested revisions is noted below and in the Staff recommendation. LDR SECTION.4.5.1 — HISTORIC PRESERVATION SITES AND DISTRICTS Pursuant to LDR Section 2.4.6(H)(5), prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR Sections 4.5.1(E)(5) and 4.5.1(E)(8) provide guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The applicable guidelines are as follows: (E)(5) Standards and Guidelines A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. (See applicable Standards and Guidelines below) 138 North Swinton Avenue;2011-176 HPB Meeting September 7,2011 Page 4 of 5 (E)(8) Visual Compatibility Standards All improvements to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility shall be determined in terms of height, front façade proportion, proportion of openings (windows and doors), rhythm of solids to voids, rhythm of buildings on streets, rhythm of entrance and/or porch projections, relationship of materials, texture and color, roof shapes, walls of continuity, scale of a building, directional expression of front elevation, architectural style, and additions. Visual compatibility for minor and major development as referenced in Section 4.5.1(E)(2) shall be determined by utilizing criteria contained in (a)-(m). The following Visual Compatibility Standards apply: (g) Relationship of Materials, Texture, and Color: The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. Delray Beach Historic Preservation Design Guidelines The Delray Beach Historic Preservation Design Guidelines suggest the following regarding signage: • Use materials and sign types that are based on historical precedent. • The scale of the signage should relate to the scale and detail of the historic building, and not overwhelm or call attention to the sign. • The material of the sign need not be identical, but should be compatible with the construction materials of the building. • The choice of typeface is a recommended way of conveying the period in which the building was constructed. Historic photographs of the period may be consulted to identify some common typestyles. STAFF ANALYSIS: No direct reference is made to signage affecting historic structures, sites, or districts within the review criteria above; however, there is specific intent to project the importance of preserving "character-defining" and distinctive features as a means of providing a compatible and appropriate solution for signage. The intent of those regulations and guidelines noted above has not been met in that the sign is not visually compatible with the subject property or the building to which it is associated due to a lack of similar design style, detailing, and materials indicative of the historic structure. The circa 1937 Minimal Traditional structure is of "minimal" ornament which should be conveyed in the associated signage. The adhered vinyl covering should be removed, and a new sign or signs should be created which eliminates the contemporary style and graphics and lack of dimension on the fonts. Further, the juxtaposition of the two signs within one should be also be revised. The character of the two businesses is different, as evidenced by their contrasting font styles and logos. It would be more appropriate to provide separate signs within the proposed posts. This could also potentially benefit the business owners if a business name changes or no longer exists on the property and would eliminate the need to recreate a sign. Based on the comments provided throughout, positive findings cannot be made and revisions are recommended. 138 North Swinton Avenue;2011-176 HPB Meeting September 7.2011 Page 5 of 5 ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness for 138 North Swinton Avenue, Old School Square Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness for 138 North Swinton Avenue, Old School Square Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. (Motion to be phrased in the affirmative.) RECOMMENDATION • Continue the Certificate of Appropriateness (2011-176) for 138 North Swinton Avenue, Old School Square Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, with the following direction: 1. That the design is revised to provide a less contemporary appearance; 2. That the fonts be revised to appear dimensional; 3. That a dimensional frame be provided around each sign; 4. That the two business signs be separated; and, 5. That the two posts be retained. Staff Report Prepared by:Amy E.Alvarez, Historic Preservation Planner Attachments: •Photographs of Sign and Site ui7,4 '/.J"--9.-- • ii SU I, 7. Www _,:(),..:...........„..... .„- j'..-.' 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' • HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Roland and Janice Flynn Authorized Agent: Greg Guzzo, Kustom Homes Property Address: 214 NW 2nd Street, West Settlers Historic District HPB Meeting Date: September 7, 2011 File: 2011-192 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) and Variance to reduce both side interior setbacks associated with additions and alterations to a contributing property located at 214 NW 2nd Street, West Settlers Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D) and 2.4.6(H). Pursuant to LDR Section 2.2.6(D)(6), the Historic Preservation Board (HPB) shall act on all variance requests within a historic district or on a historic site, which otherwise would be acted upon by the Board of Adjustment. BACKGROUND & PROJECT DESCRIPTION The subject property is located on the east 60.6 feet of Lot 1 and east 60.6 feet of north 23.5 feet of Lot 2, Block 43, Town of Delray and is zoned R-1-A (Single-Family Residential). The 6,060 square foot (60.6' x 100') property contains a single-family residence measuring 1,428 square feet (under-air) and an open carport. The circa 1957 one-story, ranch-style structure is classified as contributing to the West Settlers Historic District. There are no COAs on file with the City regarding the subject property. In May of this year, the subject structure caught fire and was significantly damaged. The proposed alterations are in response to the damage as well as additional improvements, all of which includes the following: • Replace all existing awning and single hung windows to 1/1 single hung windows, as well as the front window in center which consists of a single-light picture window flanked by 1/1 single-hung windows) o All sills and window openings to remain except the north most window on the east elevation which will be extended an additional 15". o South most window on east elevation to be removed and relocated approximately seven feet (7') to the south, within new addition (noted below) • Expand rear bedroom on east elevation by 9'6" o Stucco finish will match existing. o New 1/1 window centrally located on rear elevation • Convert carport to single-car garage o Add 3.2' x 18.9' to west elevation, consisting of CMU construction with stucco finish to match existing. o Install paneled garage door. 4 214 NW 2nd Street:COA 2011-192 HPB Meeting of August 03,2011 Page 2of6 • Utility Room Expansion infilling rear area between Family Room and , „ o Revise from 6'4" x 10 8 to 6'4" x 21'8" by current Utility Room. • Rear Covered Porch addition o Add 21'8" x 11'3" to rear of tlity Room and sie columns with stuccoffFnishlt Rmatch. oom. o Remain open with rectangular o No knee-walls or screens of with expans to be ion of gable ted or roofover front entry • Replacement of flat entry approximately twelve inches (12"). o Pitch will remain, height will increase o Decorative post to remain and be refurbished.• changes subsequent to HPB approval may Colors & materials: To match existing. Any either be approved administratively or referred to the Board as necessary. Two va riances are necessary to achieve the aforenote from the required seven feetents. The first variance necessary to allow a reduction to the side interior (east) setback sixinches (7'6") to three feet (3'). The wall plane of the existing east elevation Is located three • feet (3') from the property line. The encroachment is relevant to the expansion of the rear bedroom on the east elevation. second variance is necessary to allow a reduction to the side interior (west) setback from The °' to five feet, two and a half inches (5'2 1h"). The wall the required seven feet, six inches (7 6 ) et, three inches 3") from the lane of the existing structure on this elevation is located convers oan of the carport to8 property a single-car p line. The encroachment is relevant to the garage. It is noted that there are no landscape changes are proposed at this time. the Board for The subject COA and variance request for additions and alterations is now before review. ANALYSIS Items identified in the Land Development Regulations shall scifical yuest y be addressed by the boddyy taking application/re final action on the site and development aPp be made that any Pursuant to LDR Section 2.4.6(H)(5), prior to approval, a finding must which is to be approved is consistent with Historic Preservation purposes of Appropriateness ur oses pursuant to Objective A-4 of the Land U�eEae Beach Historic Preservatiomprehensive nan and Design p p specifically with provisions of Section fhe'Interior's Standards for Rehabilitation. Guidelines, and the Secretary Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the R-1- A zoning district shall be developed according to the requirements noted in the chart below. __—._ -- --— Requirement Proposed (After Improvements) Front (North) 25' 33'10" ---- I No change____ Setbacks:— --- Side Interior (East)___ 3, 7 1/2' 5 2 /2 —- Side Interior West ReaL(South L__ ___10___—- 214 NW 2nd Street;COA 2011-192 HPB Meeting of August 03,2011 Page 3 of 6 STAFF COMMENT: As illustrated above, the proposal does not meett the ed DevelopmentA p n Standard reduce the requirementsre for the side interior setbacks on both the east and wemay be on each side has been requested and is analyzed�d hvariancer in le s rassoc'ated Positive with findtheings setback made subject to the approval of the requ requirements. Pursuant to LDR Section 4.5.1(E) Development Standards: rties All development regardless of use within individuallynortnoncontribu�ngpresidentnal/or properties located within historic districts, whether contributing lan, nonresidential, shall comply with the goals, objectives, Design Guidelines, and the Secretary these.regulations, the Delray Beach Historic Preservation of the Interior's Standards for Rehabilitation. (E)(2)(b)(2-3), Major and Minor Development: The subject application is considered "Major-fDevelopment", e v l0 (25%) of the existing floor area theof reconstruction, or alteration of in excess of twenty-five percent the building". STAFF COMMENT: The proposed addition and alteration classify is o the subje request ct Therefore,s the1or proposall hasnt" as been more than 25% of the existing floor areaproposed. reviewed accordin•I . Pursuant to LDR Section 4.5.1(E)(5), Standards and Guidelines, a historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, to timndTthehe ap Delray rabl Beach Standards arc ic Preservation Design Guidelines, as amended from noted below: The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. (Standard 2) New additions, exterior alterations, or related w wwork shallconstructbe differentiated from theion shall not destroy oold ric materials that characterize the property. The and shall be compatible with the massing, size, scale, and(Standard architectural) features to protect the historic integrity of the property and its env New additions and adjacent or related new 'on and Intell inte egrity of tundhe historic property ertaken in such a manner that if removed in the future, the essential form and its environment would be unimpaired. (Standard 10) STAFF ANALYSIS: The property will be maintained as a single-family residence and the integrity and charnd acter of the property will not be compromised. The Vthemltions are from the original sth tuclturele asuch as subtle yet have minor details which will differentiate offsets from the original structure. Therefore, positive findings can be made with respect to the subject LDR re•uirement. 214 NIJV 2nd Street:COA 2011-192 HPB Meeting of August 03,2011 Page 4 of 6 Pursuant to LDR Section 4.5.1(E)(8), Visual Compatibility Standards, New construction n n within a designated historic district shall be visually compatible. I visual iio to the Zty i g Ddards istrict Regulations, the Historic Preservation Board shall apply the provided for in this Section with regard to height, width, mass, scale, nd façade, a square openings, rhythm,other direction, l0 9 material, color, texture, roof shape, jor as criteria set forth elsewhere in Section 4.5.1. l by �tili�!nig criter'a for acon a ned n (a)-(m) . referenced in Section 4.5.1(E)(2) shall be below. Those applicable Standards within LDR Section 4.5.1(E)(8) are noted below. (c) Pro ortion of Openings Windows and Doors : The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing ict. e historic architectural styles of similar buildings within the doorsarmonghbu(dings shall be relationship of hvisurally of windows and doors to the height of windows and compatible within the subject historic district. (d) s Rhythm of Solids to Voids: The relationship of buildings osolids to �r�tructuress of a urwith�or the tsubje t ructure shall be visually compatible with existing historic historic district for all development, with particular attention paid to the front facades. (g) Relationship of Materials Text ure and Color: The relationship of materials, texture, and color of the facade of a building and/or hardc pd structg shall be visually compatible with the ures ctures within the subject historic predominant materials used in the historic buildings district. (j) Scale of a Building: The size of a building and and lot the ildsiz egs hall be mass in relation to visually coo p n s eaces with windows, door openings, balconies, porches, the building size and mass of historic buildings and structures within a historic district for al 1l S le: All major and minor development shall consist of only one (1) (I) Architectural tv propertyand not introduce elements definitive of another �� architectutral style per structure or style. STAFF COMMENT: above. The The proposed addition and alterations meet the as the majority off the additions criteria tare at the back historic structure has evidently been kept inThe carport of the property, and the overall character and sle is the fbro eingte evlatiolne is not of concern las the which will be the alteration which most impacts existing carport does not contain any defining caaraCoe rsshould be scs or impli ied acular consist of n elements which will be omitted. However, the proposed garage d flush panels, as opposed to the sixteen individual straised le design aesthetic.. The stThereforee positive five to appropriately maintain the simplicity of the ranc y findings can be made with respect to the subject LDR requirements, subject to conditions. While a change to the sills is not indicated on the plans, due to lde d be wsindowsed replacemen existing sills are either maintained and/or replicated as nece rY 214 NW 2nd Street;COA 2011-192 HPB Meeting of August 03,2011 Page 5 of 6 VARIANCE ANALYSIS Note: As required by e uired the LDRs, a notice regarding the subject variance request was sent to those property owners located within a 500' radius of the subject property. shall on Pursuant to LDR Section 2.2.6(D), the Historic Preservation Board (HPB) would act acted all variance requests within an historic district, or on a historic site, whichguided upon by the Board of Adjustment. In actingeria normally used by the Board of Adjustment by the following as an alternative to the crit through (1) That a variance is necessary to maintain the historic character of property y demonstrating that: (a) A variance would not be contrary to the exbst,lic interest, safety, ofethe historic welfare; location, (b) Special conditions and circumstancesappurtenances, sign, or building involved, nature, or character of the land, structure, app signs, or buildings in which are not applicable to other lands, structures, appurtenances, the same zoning district, which have not be�n'designated Places; as historic sites or a historic district nor listed on the Local Register of Historic (c) Literal interpretation of the provisions of existingordi the uid alic the historic the to such an extent that it would not be feasibleto preserve historic district or historic site; and, (d) The variance requested is the minimum necessary to preserve the historic character of a historic site or a historic district. ". The proposed Pursuant to Section 4.3.4(K), the required side setback ard setback as is it situated at threedfeet (3'), dion on the east elevation encroaches into the aforenotedsion on while the proposed addition associated with the carport at fiverfeet, twotand ashalfenches encroaches into the aforenoted setback as it is situated (5'2'/z"). STAFF ANALYSIS In review of the criteria above, the variance can be supported in that special conditions and circumstances exist on the site. East Setback Variance: The existing structure is located withinine and a literal interpretatiuired side yard on would tback from the property as it is presently situated three feet (3')require an additional and significant offset of the addition, as opposed to the extension of the existing wall plane. An additional offset to metfler b setback requirement thewould histori Integrity e for an inharmonious exterior and awkward aesthetic, y potentially tback West Setback Variance: While the structure presentlytl contas in thea required cient dse amount of space to as it is situated 8.3' from the property line, the carport does ough pethe rmit its intended use. Therefore, its conversion to a garage without any exansion enefit the property ownepany morer than the literal interpretation of the requirement would not existing space presently might. The request is the minimum necessary for the conversion, and the historic character will be maintained. Given the above, Staff recommends as rp oval on both variance requests as positive findings can be made •ursuant to LDR Section 4.5.1 J 1 . 214 NW 2nd Street;COA 2011-192 HPB Meeting of August 03.2011 _ f Page 6 of 6 ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2011-192) for 214 NW 2nd Street. West Settlers Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, t Delray seach for Rehabilitation. Historic i Preservation Design Guidelines, and the Secretary of the Interior's C. Move denial of the Certificate of Appropriateness (2011-192) for 214 NW 2nd Street. West Settlers Historic District, by adopting the findings meet the criteriawsetnforth taine�nnthe the Land staff report, and finding that the request does not Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. (Motion to be hrased in the affirmative. See above RECOMMENDATION Certificate of Appropriateness est Move approval of the Certificate of Appropriateness (2011-192) for 214 NW 2nd Street, Settlers Historic District, by adopting the findings fineets and he criteria eriaa'setd forth the instaff the report Land and finding that the request and approval thereof Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. 1. That all existing concrete sillls be be flush; maintained and/or replicated as needed; 2. That the garage door par n 1 �/.� 3. That any exterior color changessubmitted for review; Variance: Interior Setbacks (East): the Approve the variance to LDR Section 4.3.4(K) toeduce addition tod the rdistonc st uc back to 3' whereas 7'6" is required in association with the proposed Variance: Interior Setbacks (West): e yard 5'2" Approve the variance to LDR Section 4.3.4(K) to reveers on of theuce the dcarport towa singleest) garage. whereas 7'6" is required in association with the C Report Prepared by: Amy E. Alvarez, Historic Preservation Planner J ' 7 • 2005 1 • ,---- , ', •, . - ,, , . . , , , . •,. . ,..., , , ,. . , , . -, • , . . 8 N ..- • .. ..tt• . • ;0' 10 t4,;'•-•'' ,r:. ..,„ ,'4,,,,,...±..•;,,, ,, , , .‘,..„..,-...., ,,o. . , 4,i, ,,,, ,„, ..,,•.4,1 ,...,...,,m, • '-.,,,?.?:;„ • .,,•• 4' ./,.. c ••••••.,. ,•••••:• •.,• . , • k• ,•4•k.'.,".,',.../.' ''' '^,-- % • " '.,,i,'il',.'14,': .% ',.0.'*fr,•;,' ',../'.-.,,..1.• ' •,..::,f...'" ', ,...":. . 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Z x �,,' PLANTERI e o < 17—I M .8'.., �' m 13.05'o •• / 7 `' x ' - PORCH PLANTER 1 P Fi 26.85' 3� X— 1 I � 0 ,\9.3'//-in O o x N \o/ g 1 -STORY o } dx /�\ Res. # 214 II x / \ F-) ¢ x 8.3' ''9.30' \ 10.95' Z x t_ r 3.1' o z 1.6' . .. -L b 10.45' 10.05' °H - - - - NORTH LINE x �6:9`' - - `� — -=o-- -- -� 2.5' HO OF LOT-2 I ,,: . 17.70' x V 4 �I 20 N 90 • CONCRETE} '6 SHED PVC �_ :/ 89 0.7' „,'oo. "9.3' ..0�•I II ai x 3 q• I x x h i��"` T �6O.6O� FlP. 1/2" FlP. 1/2" i No I.D. No I.D. 4' CHAIN LINK FENCE Co o LOT-2 BLOCK-43 No 1 �` ------------- N.W. 2nd. STREET 23.5' ASPHALT PAVEMENT 50' TOTAL RIGHT-OF-WAY FIP. 1/2" °18.3' ° •No I.D. 5' SIDEWALK 6.8' PARKWAY `°18.5; BLOCK CORNER a ° ° FIR 1/2' too I.D.° ° _�° °. `° 6°�,6 a FD. 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No I.D. 4' CHAIN LINK FENCE No I.D. :O I LOT-2 BLOCK-43 BUILDING DATA 1- GENERAL NOTES 0 DESIGN REQUIREMENTS WOOD CONSTRUCTION FIRE DAMAGE REPAIR ' FLORIDA BUILDING CODE RESIDENTIAL 2007 w/ DESIGN LIVE LOADS(MINIMUM): 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA"NATIONAL DESIGN FLO SUPPLEMENTS • A)ROOFS-20 PSF SPECIFICATION FOR WOOD CONSTRUCTION",LATEST EDRION.(NDS) WIND DESIGN LOAD INFORMATION- 200• FLORIDA BUILDING CODE 2007 EXISTING (PER FBRC&FBC DUSTING 2007 w/2009 SUPPLEMENTS SECTION R301, 2 ALL EXTERIOR WOOD STUD WALLS,BEARING WALLS.SHEAR WALLS AND MISC. - REF.ASCE 7-05 CHAPTER 6) STRUCTURAL WOOD FRAMINGCEMEMBERS.(LE BLOCKITG O.2R GABLEEND 214 N W. 2 N D S T■ BASIC WINDIM IMPORTANCE FACTOR OMPH(3 SECONDR=1.0(ACSE GUST) BE PINE IE FIR OR EQUIVALENT.NO.2GRADcSHALL • CLASSIFICATION TYPE:REPAIR&ALTERATION WIND IMPORTANCE FACTOR=1.00(ACSE 7-05) BE USED REGARDLESS OF SPECIES. BUILDING CATEGORY=II(ASCE 7-05) LEVEL III WIND EXPOSURE(ALL SIDES)=5(ASCE 7-05) 3. ALL 2X8's OR DEEPER TO BE SYP.NO.2 GRADE INTERNAL PRESSURE COEFFICIENTS(ASCE7-05) SCOPE OF WORK _ ENCLOSED BUILDINGS BUILDI8 PREFABRICATED WOOD TRUSSES D E L RAY BEACH , FL 33444 z PARTIALLY ENCLOSED BUILDINGS=+!-0.55 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO O (NOTE:COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPUED THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CUPS OR ANCHORS. WHEN DESIGN OF MEMBER(S)FALLS UNDER ASCE 7-05 DEFINITIONS FIRE DAMAGE: a CLASSIFYING AS SUCH) 2 TRUSSES • SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN • REMOVE AND REPLACE DAMAGED ROOF ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES.MEMBER AND PLhTE U DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: SYSTEM PER PLAN co DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD LLl FOR WALL LOCATIONS:+35 PSF.-72 PSF UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD • REMOVE AND REPLACE INTERIOR FINISHES& SD FOR ROOF LOCATIONS:+20.3 PSF,-83.1 PSF COMPONENTS AS SHOWN DUE FOUNDATIONS - 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH .1. SOIL TO BE COMPACTED TO AT LEAST 95%UNDER SLABS AND 98%UNDER THE LATEST EDITION OF THE"NATIONAL DESIGN SPECIFICATION FOR • REMOVE&REPLACE HVAC SYSTEM. FOOTINGS OF MAX.DRY DENSITY AS DETERMINED BY ASTM-1557)MODIFIED RADE LUMBER AND ITS FASTENERS"AS RECOMMENDED BY THE • ADD#5 VERTICAL REINFORCING PER PLAN F PROCTOR) NATIONAL FOREST PRODUCTS ASSOCIATION. 2 THE FOUNDATION OF THIS STRUCTURE HAS BEEN DESIGNED TO AN N ALLOWABLE BEARING CAPACITY OF 2000 PSF.IT IS THE OWNER/ 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED(WITH A / CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE BUILDING SITE WILL M XIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF25%)TO MEET THIS STANDARD WITH REGARDS TO SETTLEMENT AND SUPPORT. 7 w WITHSTAND DESIGN LOADS. �' 1 C 3. PROVIDE TERMITE TREATED SOIL IN ACCORDANCE W/SECTION R320 OF THE 5. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS w FLORIDA RESIDENTIA:-CODE IN LIEU OF TREATING THE SOIL,BORA-CARE MANUFACTURER UNLESS NOTED ON PLANS ,' U • TERMITICIDE MAY BE APPLIED TO WOOD COMPONENTS IN ACCORDANCE TO I I LU W/MANUFACTURERS INSTRUCTIONS,PURSUANT TO SECTION R320 OF THE 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF �'i _ IX FLORIDA RESIDENTIAL CODE. TRUSSES ONLY.WEB MEMBERS ARE NOT SHOWN.BUT SHALL BE DESIGNED C f BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 1 W i CAST IN PLACE CONCRETE _ °' 1. ALL CONCRETE SHALL HAVE AMINIMUM COMPRESSIVE STRENGTH AT 26 DAYS TRUSSCHORDGN = 0LOADS: U TOP CHORD:LL=20 PSF In I C o 1° OF 2503 PSI,A SLUMP OF 4"PLUS OR MINUS E AND HAVE 2 TO. AIR (TRUSS • 10 P MAY TAKE REDUCTION FOR SLOPES OR GREATER) II STS/Ip MENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. OL=70 PSF(SHINGLE NPE ROOF COVER) Ir'tUV E EXISTINGDL=20 PSRTILE TYPE ROOF COVER) RJOF SYSTEM � U'DL=14 PSF AT OVERBUILT 2 ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL BOTTOM CHORD:LL=10 PSF /CONFORMING TO ASTM A-615 GRADE 60. BOTTOM CHORE:DL=15 PSF(15 PSF FOR PLASTER CEILING)3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6x6xW1.4xW1A WIND LOAD.SEE DESIGN REQUIREMENTS41111rWAr SHALL BE LAPPED AT I FART 6"&CONTAIN AT LEAST ONE CROSS WIRE 7, THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS,WORKING POINTS, �WITHIN THE 6.FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU BEARING POINTS,AND SIMILAR CONDITIONS.TRUSS SHOP USS TO T S SHA L OF WWF. SHOW ALLTRUSSES,ALL BRACING MEMBERS,AND ALLTRUSS TO TRUSS • q ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH'THE BUILDING CODE HANGERS. c UREQUIREMENTS FOR REINFORCED CONCRETE"ACI 318 LATEST EDITION.AND g. PROVIDE ADDITIONAL BRACING AND BLOCKING PER SCSti1-03 Ah0 TRUSS ,Arn"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.`ACI30t MANUFACTURERS DRAWINGSO5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN.12 BAR DIAMETERS FIELD REPAIR NOTESa mN(EXCLUDING BEND)AROUND CORNERS OR CORNER BARS WITH MIN.12 LAP 1. DRILL A 3/4"DIAMETER HOLE MIN.6-OEEP AT THE LOCATION OFTHE OMITTED �-'��'�� _��_��>/';!frII m ¢N¢EXCLUDING BEND AT EACH END SHALL BE PROVIDED. REBAR,AND INSTALL NO.5 BAR INTO EPDXY FI LED HOLE EPDXY TOBE W INSTRU N STRONG TIE EPDXY A EQUIVALENT.FOLLOW MANUFACTURES P") .,N LL_, 6. MINIMUM LAP SPLICES ON ALL REINFORCING BhRS INSTRUCTIONS.ASSURE THAT ALL DUST AND DEBRIS FROM DRIWNG ARE SHALL BE 48 BAR DIAMETERS. REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TOAPPLYING It cs,EPDXY.ALLOW EPDXY TO CURE TO MANUFACTURERS SPECIFICATIONS,BOLTS AND HHREADED RODS THEN FILL CELL IN THE NORMAL WAY DURING TIE BEAM POUR.USE 2S'MIN. IS ALL BOLTS&THREADED RODS TO BE ASTM A307 OR BET7ER(U.N.O.) in MASONRY WALL CONSTRUCTION DIAMETERS(EXCLUDINGBEND).1- 2O ONF LOAN BEARINGAST UNITS WITH A MI NORMAL T COM P,GESSDE N,NPEt`► W W O2,CONFORMING TO ASTM C90,500 P h MINIMUM NET COMPRESSIVE 2 MAY SUBSTITUTE STRAPS/CONNECTORS wCE VAL ES I NNECTORS OF EQUALG w rria• STRENGTH OF 2000 P51{Tm=1500 PSI) OR GREATER UPLIFT&LATERAL RESISTANCE VALUES INFIELD WITHOUT ✓2. MORTAR SHALL BE NPE M ORS,CONFORMING TO ASTM C270 AREIFOLLO E PROVIDED ALL AMN SP6/SP MA BE SUB T IT LED FOR SIGNS °F e�-- / ZARE FALL ION.P(EXCEPTION:SP4/5P6/SP6 ES I BE SUBSTITUTED FOR SSPO LL3. HEAD l.E GRO JOINTS AT PRECAST WINDOW SILLS TIT BE NO MORE THAN 7". - OR SP1 QBOT.PLT.8 SPZ QTOP PLT). ' ' ' ��lL. / r, f O1,4 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM 3. FOR MORTAR JOINTS LESS THAN 1/4",PROVIDE(1)85 VERT.IN CONC.FILLED / o OFGREGATE SIZE OF 3/B"AND A MINIMUM COMPRESSIVE STRENGTH 111 CELL EA SIDE OF JOINT(BAR DOES NOT HAVETO BE CANT.TO FTC.) -:� /, m wwOF 3000 PSI. / E r5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH q_ WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NONIOAD BEARINGI�r n CO 0 III CELLS FILLED WITH COARSE GROUT. WALLS 'fO �/6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION ATTHE TOP AND / Z F )y BOTTOM AND AT A MAXIMUM SPACING OF e-0"U.N.O.REINFORCEMENT / ¢ Ili OSHALL BE PLACED IN THE CENTF32 OF THE MASONRY CELLNPICAL UNLESS \OTHERWISE NOTED. / Z W /7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25"UNLESS NOTEDrnOTHERWISE ON THE DRAWINGS. °N O8. HOOKS AT TOP&BOTTOM OF VERTICAL REINFORCING BARS TO TIE BEAMN• AND FOOTING TO BENO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND O cif) m 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN TIE BEAM.EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BEUSED. ,/INDEX a CO DRAWING ��� LL 112:11 CO Cil COVER SHEET & ROOF DEMOLITION PLAN /� 1� co CS1 AO. Zairjr / ,� . . 0 -6, wc. n . W . 01 DEMOLITION PLAN 011 / . (/I_-. /� �� /�I �I I- Q N r 02 FLOOR PLAN I► r I . WPz < 03 EXTERIOR ELEVATIONS r04 EXTERIOR ELEVATIONS � � W 05 ELECTRICAL PLAN 6 DESIGN DRAWN BU LJW BM o• `"E`xE° SSPE S1 FOUNDATION PLAN / DOWEL LAYOUT & GROUND FLOOR FRAMING NW.2nd STREET• SIDE Z t7 cos KUSTOM-214 NW2nd y S2 FRAMING PLAN 81 sr." AS NOTED S3 LINTEL & COMPONENT DESIGN PRESSURE PLAN • ROOF DEMOLITION PLAN C. DATE 08.,,.28„ ' SD1 GENERAL DETAIL SHEET In CS 1 r SD2 GENERAL DETAIL SHEET ="" °"' W E- . 0 DEMOLITION NOTES: Q 1. G.C.TO CONTACT DESIGN PROFESSIONAL IF EXIST.CONDITIONS VARY FROM PLANS. 2. G.C.TO VERIFY WALLS AS NON-LOAD BEARING BEFORE REMOVAL. Z 0 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. a ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE P REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED U APPROPRIATELY TO ELIMINATE ODORS.GYPSUM BOARD TO ALSO . W BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED w BY SMOKE. ± 4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND F, REPLACED. 0 5. ALL WINDOWS,DOORS,CABINETRY,COUNTERS,APPLIANCES, `r I I w FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT I I G.C:S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO I I I I E ELIMINATE ODORS/STAINS. I I II I . W I EXIST.WINDOWS TO WE ° tt H EXIST.WALL t WNDOWSa / TO BE REMOVED H/ RAALL WEL SAW CUT A w Y I WALL BELOW FOR NEW EXIST.WALL,WINDOW I I OPENING �4' t HOSE BIB TO WE I I liq I I u my, LEGEND REMOLD. - —REMOVE t Ili a N g u ( LOCATE -r- -r--- PLUMBING PER --i---�-•--- EXIST.STAIRS t DOOR RELOCATED EXIST.W4 W FLOOR PLAN TO BE REMOVED I r I__-- o 0 cc EXISTING TO REMAIN II f C 1� �¢ _I = yo I �\ EXIST.WALL TO BE 1\� % C� ¢o EXISTING TO BE REMOVED [ _ _ _ ] 12 R�rIo�D i _ () EXIST.WINDOW TO \v r- C N BE REMOVED I I EXIST.WINDOWS TO BE EXIST.WINDOW 4 I\ \ \ I - REMOVED HOSE REMOVEDTOBE I j CO CD co l- y 1 t D- O m N T--- � t' w c.co CO,__ CO EXISTING WALLS, -1 I I J 'Nq Lu L- I EXIST.WALL TO R >, U r' N CV �� } I EXISTING WALLS, r I �� I _ I BE REMOVED C Z m N Y o J DOORS 4 II •� DOORS t I I _�JL JE_ _ 3 - r SHELVING TO I �, E Id I I r -- ^ N N N ¢W LL _ 5H_LVMG TO BE REMOVED __I - BE REMOVED I I L EXIST.STAIRS t p� __ _ I / I III fl I II-f� EXISTINE FIXTURES _ DOOR TO WE C u)Q C?Z H❑ -- --J LJ-ti w w II_t{ t CABINET TO BE/� I REMOVED = c a O Z Q(n __ ,,'7 REMOVED REPLACE EXIST. �j--pI "11 ,^ 1J / - I I '' W 0 N 0 I I I(� I I EXISTING WALLS, �� = 1 w =m WINDOW I it _ k_. c,-1�'�I I DOORS 4 G==4 ' w Ll I l i III._ I I SHELV NG TO I I ° EXISTING FIXTURES „ 11 -�IC X '�I BE R'cMOVED I I �, EXISTING WALLS, L o 4 CABINET TO WE -/ ( 1 r--1 L I R I---J irr:/�/ DOOR 4 FIXTURES 0 ,--J IREMOVED J - / TO WE REMOVED z Z wi L--s t— — I I r m 0 -11_ I I EXIST.WINDOW TO BE o j��� EXISTING WALLS, I I / v I REMOVED a I-- Z V.-- FIREPLACE t H ``1 / lO �I LL W Q AHU TO BE Li ( MOVED I I r-, IT ��J 101 / EXIST.HOSE BIB ° —� x y I I I 1 I L-- TO BE RZ'-MOvED. p F- O a V L I Ir RELOCATE z l- 1�" PLUMW N PER R t-1 EXIST.WINDOW TO SE I I —J I I FLOOR PLAN r' '� = W r'' Cp I[REMOVED.SAW CUT J L — I ' 1SILL AND BELOW FOR I w0 C I I TALLER OPENING II / J ° CO) �_ EXIST.COLUMN 70 0 N W 1.-1 I WEIL REMOVED z EXISTING WALL EXISTING WALLS, TO BE REMOVED DOORS 4 m R tp SHELVING TO 01:01 BE REMOVED 0 CC) •C I I I� __Im = W c et _ CI Ltiy W QW = Q -o W a — I I cN �° w Z f 2 cc , w = dLLNa - - H DESIGN DRAM SV UW BM 2 OHEOKED SSPE ° Al • z O JOB KUSTOM-214 NW2i4 DEMOLITION PLAN o G�E AS NOTED DATE 08.11.2011 1 a • SOT 2 OF 11 1 W F- DEMOLITION NOTES: • 1. G.C.TO CONTACT DESIGN PROFESSIONAL IF EXIST.CONDITIONS VARY FROM PLANS. 2. G.C.TO VERIFY WALLS AS NON-LOAD BEARING BEFORE REMOVAL. ' z 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. z ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE F- REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED a APPROPRIATELY TO ELIMINATE ODORS.GYPSUM BOARD TO ALSO rJ BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED co w 0 BY SMOKE. 4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND i REPLACED. NU N 5. ALL WINDOWS,DOORS,CABINETRY,COUNTERS,APPLIANCES, r�� I I r I�— FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT H P LL G.C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO I I I I o: I ELIMINATE ODORS/STAINS. I I I y I w H EXIST.WALL 4 WINDOWS 1 I EXIST.WINDOWS TO BE z CC I I / TO BE REMOVED H Rr'MO�D.SAW CUT N EXIST.WALL,WINDOW I}/ 1 WALL BELOW FOR NEW o a 4 NOSE SIB TO BE 1 1 1 OPENING i" a LEGEND — �� REMOVED. I I ¢ CD O. RELOCATE - — —r--- }�'MOv=t ! N �` PLUMBING PER --...L---,f-.---- �RELOGATED EXIST.WH C FLOOR PLANEXIST.STAIRS 4 DOOR p� W EXISTING TO REMAIN I 1—TO SE REMOVED 'I\ �___ o ' __ ?Q EXISTING TO BE REMOVED _ —_ _ ¢c z _ _ -I EXIST.WALL TO BE ( do C J EXIST.WINDOW TO I 1 R-�"IOV�D �' = Li' BE REMOVED I EXIST.WINDOILS TO WE EXIST.WINDOW t I w N \II\I REMOVED HOSE 615 TO WE I W �'p \./ LJ — — --- co I a. O m N _ —1--- _ 7� CO co EXISTING WALLS,—� '\ I I J I ILLI�L- 1 EXIST.WALL TO o m N M EXISTING WALLS,I� / I ,\-1 o aT U`-If-) 9FI0LLvIINS TO �II�/)lr1 I \\ f DOORS t 9J 11 r L_JL•.J— -,I 1 SE REMOVED C Z_ N Y O J _.J' L -- SHELVING TO 1I E =_= 3 ' N tL BE REMOVED LL 'l- L ' d N N¢W - -- -T 1 / I I SE REMOVED III U I I EXISTING-FIXTURES EXIST.STAIRS t N N co CV a F,0 --J LJ-- w w III_ 4 CABINET TO BE - DOOR TO BE < C m Q "O 5 1 Ifie� RET1OvED - I REMOVED F C) (�W,_ z REMOVE 4 \ r37--ri- -- Fl1I I z c ° Z¢ g REPLACE EXIST. DTI11L4�-1-� / 110 W O¢ ,WINDOW I -- I EXISTING WAL S, �_ - w =c.1I -D ���'o1I DOORS t F==� 1 =m 0 I I I r'`-_ 1 SHELVING TO I I o `� EXISTING FIXTURES J I -./I 17�1 WE REMOVED I I f EXISTIN_a WALLS, o 4 CABINET TO WE \-/ jjj -1 r-1 I U REMOVED `-J I .� }_ L rL _ L---I ��I DOOR 4 FIXTURES = &VI� �� �L--1 t— -- I --�� o TosEr�Mov� o Z �If,� EXISTING WALLS, r R IF U 11 I EXIST.WINDOW TO BE o 0 FIREPLACE 4 uI I \\ / D DI REMOVED E H Z - j AHU TO BE 11 ,-W �/ I I I IL Q tMOYD i i i-i 1 L--�� I I\ i EXIST.NOSE BIB °zQ IJ- 0 .--I Z y I_ I II r TO BE REMOVED. 1._ a U IL RELOCATE z I- (� r'1 EXIST.WINDOW TO SE II L-J II PLUMSIN'G PER R = W � � I [R-1"IOVED.SAW CUT ,�L - FLOOR PLAN I IT SILL AND BELOW FOR w CO ' .�UI I TALLER OPENING I - 11 W 0 Cir) EXIST.GOLUI'W TO STINLS iL L i BE REMOVEDEX Z TO WEi�'MOVED EXISTING WALLS, r DOORS t C SHELVII TO a I I I BE REMOVED • 2 2 co M 0)N. d J m I W 11 C y W O W Q Q z 'o W c x N m o wfn Z CC • ? O W f _ _ = atiN0 DESIGN DRAWN 0O BU L1M/BM f CHECKED SSPE w Z vOi Jos KUSTOM-214NW2n] DEMOLITION PLAN rn SCALEAS NOTED N .I ¢ °ATE 08.112011 _-- ' 1/80=1'-0 a [Id' 01 5HT 2 OF 11 W Q . DEMOLITION NOTES: 1. G.C.TO CONTACT DESIGN PROFESSIONAL IF EXIST.CONDITIONS - VARY FROM PLANS. 2. G.C.TO VERIFY WALLS AS NON-LOAD BEARING BEFORE REMOVAL. 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. z 0 ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE ~ CI- E REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED APPROPRIATELY TO ELIMINATE ODORS.GYPSUM BOARD TO ALSO c) BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED rn w 0 BY SMOKE. 4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND a REPLACED. a 5. ALL WINDOW m S,DOORS,CABINETRY,COUNTERS,APPLIANCES, �1 I r I W FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT I`i LL G.C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO I I I I ' ELIMINATE ODORS/STAINS. I I I I ❑ II m W H EXIST.WALL t WINDOW'' I I EXIST.WINDOWS TO BE °za u1 I TO BE REMOVED H/ RAALL ED.SAW GILT z W I WALL BELOW FOR NEW q n EXIST.WALL,WINDOW I 1 OP=_NING w ''- 0 m 4 POSE BIB TO BE LEGEND REMOVED. — CD cp. TLLOCAT -- —r--- rRF_10� t C�J Ese PLUMBING PER --J ---�----- I RELOCATED EXIST.UP-1 z ¢C� FLOOR PLAN EXIST.STAIRS t DOOR _ " �; ow EXISTING TO REMAIN I Ti_TO BE REMOVED I , 2 Q f I zEXISTINGTOBEREMOVED C _ _ _ 1 EXIST.WALL TO BE g m \i EXIST.WINDOW TO 22 CO C cO.1LL BE REMOVED 11 I EXIST.WNDOWS TO BE EXIST.WINDOW t I w I y 1. ...N\ 1 REMOVED HOSE BIB TO BE 1 - `w CD[] 1 REMOVED I o CD CD m N EXISTING WALLS, '�� EXISTING WALLS, I I J L1l�L—}}}{---- EXIST.WALL TO c, II1 U tf>un r E) DOORS 4 II l ,� r J I _ I SE REMOVED r = Z co N.L o f __ -k - DOORS t I I _JLr�I /� r; SHELVING TO _ I 'HI - -�I I r-- • SE REMOVED -1— JP, SHELVING TO I I r o I 8 1 BE REMOVED III 8 I I”r EXISTNG FIXTURES EXIST.STAIRS t n N co cv M Z 1—,- --J LJ—i w w III [CABINET TO BE/i— REMOVEDB -' •C m U W pJ(n -- -- �lLiSJ REMOVED !A ' Z REMOvE t i—I — ,--- r� / 1 I w Z lc REPLACE EXIST. I 11 I / 11 ° w O a cc I EXISTING WALLS, Q�1 J 6= L w =m 0 WINDOW_ I -D Cif r7�I DOORS t 1 1 w I I�- 1 SHELVING TO I I ❑ EXISTING FIXTURES I1 _ I SE REMOVED I I I EXISTING WALLS, L. 0a t CABINET TO BE �—. --I r-1 L I ,z L---, ..0,,.. pf DOOR t FIXTURES z REMOVED `,11i L lc- I r— --�1--- 1 TO BE REMOVED ? Z iii 1 EXISTING WALLS, �� IFS 11 I EXIST.WINDOW TO BE o 0 FIREPLACE 4 IIII \\ / v O �r�R='t'IOVED o 1--- Z i AHI1 TO BEI I / ,itII �+/ILL LLJ J Q \\ REMOVED II r—, IL--(►�:!I. \ / EXIST.POSE BIB z I- O —J Li Z y I I IL i I r TO BE REMOVED. ao F- cc a U I L f LOCATE z F r'1 EXIST.WINDOW TO BE I I L-J I I PLUMBING PER `~' W W N I RE1'IO�D.SAW GUT J L — FLOOR PLAN r ul = Q �'' I SILL AND B=LOW FOR "� I I TALLER OPENING i II / W 1 °o /// EXIST.COLUMN TO ° yu ---- lL / BE REMOVED °z Ciril � EXISTING WALL EXISTING WALLS, IITO BE REMOVED DOORS t E V- z SHELVING TO `1 1 I I L -r BE REMOVED co COI CUt:7) o ccCO 4. C. Q _J CI_ IL CD W C El, � � 11::I yIt ) 0 Q z Q -0 W aN co DJLu Z Cr Lx 2 tw r w dLLN o . DESIGN DRAWN 5 SU LJW BM Or CHECKED ❑ SSPE w z f N c7 roe KUSTOM-214 NW 2nd DEMOLITION PLAN o sC"LE AS NOTED R. o"re 08.1 t20N /8"=1'-0" a w 01 0, SKr 2 OF 11 • GENERAL NOTES: LEGEND . 1.WINDOW AND DOOR SUPPLIERS SHALL PROVIDE Hatch Indicates NEW Cmu Wall T.O.W. NOTE: CURRENT ROUGH OPENING INFO WHICH SHALL I ( Indicates Existing Wall To Remain G.0 TO FIELD VERIFY WINDOW/ @8'-0"A.F.F. DOOR SIZES PRIOR TO Indicates Grout Filled Cell With(1)Vert. WINDOW/ OOR PURCHASE. HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. • Hatch Indicates NEW Cmu Wall T.O.W. o #5 Cont.Ftg.To Tie Beam(8'-0"O.C. @6'4"A.F.F.(8'-8"From Garage F.F.) Max U.N.O.)(Refer To Notes On Cover 2.DO NOT SCALE PLANS.DIMENSIONS ARE TO BE Hatch Indicates NEW Cmu Column Sheet) f FOLLOWED AS NOTED. �� ���� T.O.C.@7'-0"A.F.F.(9'-4"From Porch p Indicates Grout Filled Cell With(1)Vert.#5 LOCATIONS OF NEW REINFORCEMENTS 0 MAY BE VARIED BY CONTRACTOR+/-8"TO O z F.F.) For Conn.To Exist.Tie Beam/Ftg.Refer To F 3.G.C.TO VERIFY ALL DIMENSIONS WITH FIXTURES ` Hatch Indicates NEW C.I.P.Tie Beam DU.15/SD1 AVOID BLOCK WEBS AND/OR OTHER a TO BE INSTALLED TO ENSURE COMPLIANCE �� Over Exist.Tie Beam NEW T.O.W. +xzx IMPEDIMENTS tr @8'-0"A.F.F.Per Detail 15/SD2 4.THE GARAGE SHALL BE SEPARATED FROM THE -xxx Component Design Pressure w RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2"GYPSUM WALL BOARD APPLIED TO THE177777777:5771Hatch Indicates NEW 2x Non-Load GARAGE SIDE(INCLUDING ATTIC ACCESSES). Bearing Frame Wall Studs @ 24"o.c. x PROVIDE 5/8"TYPE"X"GYPSUM BOARD AT GARAGE I CEILING ONLY WHEN HABITABLE SPACE IS ABOVE. " APPLY PERPENDICULAR TO CEILING FRAMING. aW Li 5.DOOR FROM GARAGE MUST BE A MINIMUM 1 3/8" y 52 4' / w SOLID WOOD 20 MINUTE FIRE RATED DOOR. / la'-la' / 16.-6' / 21•-8• / 3'-4 / N w 6.H.V.A.C.SYSTEM TO BE SIZED AND DESIGNED BY / 3'-10' -r-o' / / j B'-la' j-<r Es'-la m a Li H.V A.C.CONTRACTOR /G.C.TO/ I - 1n m +34.5 SIM. -45.6 VER O C 2•; 7.REFER TO FLOOR PLAN FOR CEILING HEIGHTS — rt y� '*I OM __102 rt.. :2E LT___I J___19'..c1.32�1LI_ I'p'f� a s ¢ ' N d __ " \ 25 SH �I C2)3D40 SH C2)3D4D SH `fl _ w 8.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND = EGRESS 1 1 -- _--I I• NEW STEPS c w EXISTING CONDITIONS AT SITE BEFORE "� = e EXISTING EXISTING— NEW u F o .. ao PROCEEDING WITH ANY WORK h• , = WINDOWS To WINDOWS TO COVERED Qa cm Q' *'1 rd _ REMAIN n. 0 PORGN LL ;� U a D 9.NOTES INDICATING TYPICAL CONDITIONS SHALL r MAw �' -. k LL APPLY TO ALL LIKE AREAS UNLESS NOTED n w a IN-FILL FRAME *' m T 8'-D'GLG 9 i- F - o - / U EXIST.OPENING 0 !ACTUAL la'-4'GLG) ip i- �i m OTHERWISE RELOCATE _ 11'-D' / EXISTING w > B � NEW - EXIST. O - m 1+337 WINDOW TO e a L. o m N 10.IF WATER BASED CEILING TEXTURE IS USED, �'-, m �I O -36.7 REMAIN ' m m CO� N PROVIDE 1/2"GYPSUM BOARD FOR 16" O.C. 490 BEDROOM 3� .�MILY ROOM M 24 5H e D'GLG. 8'-D'CLG o lllllllllllllll olllllllI)!®["V l9\ lA\\\\\\ o �T C Z(.,�j N o FRAMING OR 5/8"GYPSUM BOARD FOR 24"O.C. �-�^\ FRAMING(1/2"SAG-RESISTANT GYPSUM BOARD CMU I -FILL EXIST. NEW STEPS 22'x3a' U�r-ILO' \\ J n M;fill Q OPENI G PER ATTIC W. U D. C MAYBE USED I.L.O.OF 5/8"GYPSUM). DETAI tD/SD2 ® \ ATrlc �a "t m 0 U UJ o z •E^•..:::*--ci IN-FILL FRAME AwEss NEW UTILITY 4 z Z a a 11.PROVIDE MIN.1"DUCT BOARD FOR AHU DUCTS IN _ MEW 246E EXIST. r--, B'-D•GLG. rz�a RELOD. o w O.2 it , GARAGE AND AT CEILING OR WALL PENETRATIONS ==D I WIG a / OPENING z'D I I (ACTUALIa'-4'GLG) bib a W = O INTO LIVING SPACE(UNLESS UNIT IS ENCLOSED IN ® IB'=m v `r., __- L--J ^Ir w a m I.- r PASS THRU ® ...�.�.• �T; ��•� 0 - - - ASEPARATE CLOSET). I LG_il' te® / I® � (� _-- ° a o �, 5'-a•T y--',•t'.LL j �� IN-FILL ISHWR 6 • G.C.XIEXISTING VERIFY z 12.ANCHOR THE CONDENSER UNIT TO SLAB USING , xr*x m f— G.C.TO VERI 49• EXIS ING -LIGHT I5 AT xx,�{xx-Rx REF.- FRAMET-01 AFF PRIOR TO S Z "m I ) 1 0 EXIST. U • EXISTING CONSTRJCTION. Q 1/4"x1-1/4"TAPCONS TO ATTACH 4"'L'BRACKETS v oTus e e I NEW NEW ruB in OPENING - DOOR TO m INTO THE PAD AND THEN USE 3/4"LONG HEX * •m - I �� , REMAIN CONTACT FIC T ONE IF o SCREWS(2)ON EACH CORNER TO ATTACH THE'L' _ x ®�KITCHEN DINING 2'06 NEW �,a .. MOD FICArION R✓Q'D. E 0_ 8'-D'GLG. 8'-D•GLG. •a-yam-- o BRACKETS TO THE EQUIPMENT. li Ivt A�}AA •go NEW UPPER E — MSTR ` "� NEW o w _ / BASE GD INETs 1 ( BATS--I we GARAGE m • Ica J- a v * BATH 2 I SINK • 11• )1 6,_4,CLG- a o a ? n B ry91 CLG. (�(--y n n �LJ 8'-0'GLG. ® Z F 0 • U NEW EASE I l o,�l o lJl I j/ I in } (ACTUAL 8'-8') '.`}' _ - Ui SQ.FT. CALC'S m CABINET I �y k_.l LAv RtSH w 1 EXIST.GOMP LA 1 �k ® IN-FILL FRAME m '� 4�) (q TO REMAIN �� - NEW I N EXIST.OPc-Nlltwa D' 9-l' O EXISTING LIVING 1428 SQ.FT. ���� --- - EXISTING NEW — Z ���G / / _ A4J \ WIG I' .•. �, ADDITION LIVING 169 SQ.FT. ®� DOORS TO RAISED '� ® v 8- CLG.I • ',' %IV 4 CONVERT UTILITY LIVING 70 SQ.FT. REMAIN BAR TOP M 2068 I u TOTAL LIVING 1,667 SQ.FT. e e 28 FKT--•>.»>.•.: ® FDI < �_ C �� o) 'nv EXIST. H I� 3e?a 3,_B• 5�_2. © 2 , ¢ J N GARAGE 233 SQ.FT. +I d, Ti EXIST. f / .� O W ,_ LIVING ROOM tv EXISTING ENTRY 37 SQ.FT. m BEDROOM 2 B'-D'GLG. »I 9010 OHGD Ia:.:i x D_ _ ADDITION PORCH 237 SQ.FT. Al w 8'-0'CLG. 3 +30.e V- CDiii (n U ul TOTAL UNDER ROOF 2,174 SQ.FT. e ® I O �Ias ocATED -383 z Q 2 W EXISTING - EXISTING- EXISTING DOOR x N m WINDOWS TO , WINDOWS TO TO REMAIN p ® EXISTING- r- 1- < > Q REMAIN�� REMAIN NEW WINDOW TO ® a s ��� p a ®® < w _ Z W 3a68 MASTER = R MAIN ;o • o 'Cr LLI -� l2'x4B'F.G.w/IB'x4B' BEDROOM - - y DELL N CI (2)24 SH F.G.EA.SIDE EXIST. 8'-D'GLG. I'-8' 2'-a' DESIGN DRAWN ENTRY / / BL)WM/BM VOTE �^y EXISTING CMU J EXISTING cNEcnED �V�T+� — ' r LL �� O� PLANTER TO 8'-D'GLG. WINDOWS TO / / o SSPE REMAIN in REMAIN z .-000(t 1-6) V - .L 13'd.SOFFIT<a I®I F I 0 a w SCALEJ05 KUSTOMA5 -214 NJJ2nD P-_F1i,/f o AS NOTED FLOOR PLAN (2)245H N 9 DATE 08.11.2011 To M�-r�r C>�si�;���c, w a ��$"_�'_Q" EXISTING TO c 02 PLANTER TO w REMAIN - SHT 3 OF 11 w I- • 0 1/B'(MIN.) CEMENTITIOUS FINISH TO MATCH EXIST. ARCHITECTURAL GABLE VENT TO SHINGLES TO MATCH • 1- MATCH EXIST. 1 EXISTING `•• . . ' �' ��� • UF_EP SCREED PER "12 DETAIL 2/SD1 I2 / . . 0 \ Z i•t:. - ;-• HEEL HGT. d 4' ' ..r. .. . - - _ - • GAR B6I,Y�.s.. V.-0. BEARG toB I 're �—- - :° - WI (HAS ZEQDJ/04/.'• K.• ( !(:• I .it I ®D .H. '`t: ®❑®❑ ' N f0 . e ¢ n nn n n —r1— n--�--, _ - -"FN.FLR FIN.FiR w 2'-4' U CC GRADE• \____ GAR FIN.FLR$ y W HURRICANE J EXISTING STRUCTURE TO \ 5/8'(MIND Z SHUTTERS(TYP.) REMAIN UNCHANGED TO MAT ITI0U5 FNISH ? w MATCH EXIST. IL FRONT ELEVATION o8 1/8 =1-0 LD yg do N 0 LT! OFF-RIDGE ROOF N ARCHI—CTURAL w _ SHINGLES TO MATCH ANT(iYPJ Op EXISTING • / �. ` c O_, co 3 I�/,'2 .mow.�. , 5 0) U U)w CVcN. y i I` ccNLL ALB'"0' ' - B,_m. n CD M atC~ YBEARING I • , • • BEARMG$ m Q O Z a 0UW co c' Z z g w w❑ O a `1 • •• • N It I K 0. • CEMENTITIOUS FINISH d w cn -•'I; - :, TO MATCH EXIST. ❑ is _ - ::��. • ❑ o t.' O .JY'• Z �/� �1- O vJ 0•0._m. 7 Z , 0 FIN.FL FRL FLR R �} 7 ❑ '•c 0 a GRADE 1,.^ •.•''.....:::::�:.":':� . ::�.�.-.:: .::;�s..: �. ..:�.:t:",.^.•�".;;..•,".;:.• LL I_ 5/5'(MIN.) EXISTING STRUCTURE TO SAW CUT AND REMOVE ❑ —I-I Q Ct GEMENTITI0U5 FINISH REMAIN UNCHANGED EXIST.SILL AND CM ri I_ \ .. � TO MATCH EXIST. BELOW FOR TALLER o / -r, OPENING � = ���r' � ARCHITECTURALG -RIDG=_ROOF o (�- W ■ C e,, SHNGLES TO MATCH �, ,.ENT(TTPJ LEFT ELEVATION e co!, .�EXISTING /,L, cb j HEEL HGT. ` O Q co-s, SEARING _ �, • ' 1 - BEARNG 8,_m. 2, , . . . , . . . , . . . . , . . . . . ,....„..._, w w m - - _•j ,.�.:.. PORCH AS E n W CO U C _ '•o•.'•'.'' . (HEEL AB REM J GAR ERG. y CO ' W �ly � (I-EEL as R'cQ'DJ `-•J-`�^ j� ,y� � ¢ '� . ,r I z Q 'II W i �•r C - CD ♦ , a F- Q } t' U O Q o m 4 w a) W J m O V' Eli • •• am "•r — a< -c _ :r FN.FLR DES- IGN DRAWNs-F B V BM �• . ' M1 .� u O CHECKED sspE • sv_.1.0-2.-4' FOR.FIN.RR ❑zGAR FN.FLR 2ADc \ 5/B'(MNJ—JG `_EXISTING STRUCTURE TO CEMENTITIOUS FINISH w JOB REMAIN UNCHANGED TO MATCH EXIST. ❑ SCALE AS NOTED KUSTOM-214 NW 2nd d7. DATE 08.11.2011 RIGHT ELEVATION 03 1/8 —1-0 SOT 4 OF 11 W I- 0 / OFF-RIDGE ROOF - ARCHITECTURAL VENT CTYPJ SHINGLES TO MATCH �J ' / i EXISTING ..„---"", ; ' , ; • , 1 • , ; • . , ; • , ; ' , ; ' ""-•,..-_ -" Z)12 3 1 e____ . , . , . , , . . , • ,• 1 : _, L : 41 ' . 1 ' ' ' ' ' ' ' ' • • Z IHEEL AB REO'DJ l'•+�;-';,-' ) •. '`7 .;'1. `-•:� r-- A,% W 0 0 _ - _ - - Q FIN FL 0 R - ` w ^l, .,,,_(1-0-2'-4' F'OR FPl FLR ...--YG-BADE ,•\• � ',l„ - - \- - '�,.�-.A:-- -. ._. .. . - � V 5/E.'(MIN.) \ EXISTING STRJCTURE TO -" W CEMENTITIOUS FINISH REMAIN UNCHANGED z CC MATCH EXIST. o-I Si w N co < C� Kc2 REAR ELEVATION }-- .-W 1/8"=1'-0" �' V)o = <0 N O LL LLU W 'J• co g a C1-I CO co agl coN M N C Z_�jNYoU 3 f _&NU- 12 ROOF SHEATHING $ C co*CO Z I_Lij L' a 3 i FASTENING PER g •• CO V Li O 0 2 ROOF SHEATHING- PLAN z >_ Z< Q R-30 INSULATION PLANTENING PER E-RED ¢ W O N = 1 PRE-ENG-INw TRUSSES o24'O.G. wo 0- 4�', STRAP PER PLAN PRE-ENGINEERED R-30 INSULATION O 4-- TR.ISSES*24'OL. g,_T, STRAP PER PLAN z — / — — HFF1 HGT- STRAP PER PLAN of BUCKET PER �7 i, / / PLAN m Q o Bd=ARPY /, / _ '• B=�gRlly$ ° W :1/2'SAG-,-RESIbTANT••.. �'"• '. .•. . . . .. - d z IJ-- � C7 / .:GLG:BD.1,. '• `�PORCH 8Pm's E- Z N / \ \ 6'-4'� / .. '3'-e I'-4' I [tL=5-A9 RECYDJ W GAR BRG. /'.. - / X _ El / STRAP PER PLAN 1/2'SAG-RESISTANT l'-•4' / _ / o �' e CLG.BD. / / BEAM PER PLAN / UPS=_T 2x6 PT. STRAP PER PLAN / LEDGER • BOX OUT HEADER S N • / PER DETAIL • S C' eta / 4/SD2 < tr) EXIST.BR?.WALL T / EXIST,ERG.WALL <Y LL Q COal �� TO REMAIN F - /,� •TO REMAIN 61 w a.W W //�/• cb f ecerc 1 /i • • • REAR PORCH • 4' =• p) II / a W ~ U C // NEW CMU WALL I4- / C:I o Q LLI j PLAN i / x >N m �1 / GONG STEPS PER - o U > Q `j" / r......, DETAIL 14/SDI EXIST.SLAB TO NEW SLAG PERo W Z -�REMAIN FOUNDATION ' a = - W \ PLAN \ ,_, .. • _ of Q. LL N 0 //////////////X///////////.h.. '•1'. AGAR FIN.FLR • - . :••.i:-4-:.—.-•.- -; —.,�."T. . - — �• .•— �- ��FIN FLR$ c�sIcx DRAWN / - ' GRADE �. GRADE BV WM/BM f O ch c"KED SSPE EXIST.STEMWALL EXIST.STEMWALL z /\ ` TO REMAIN - TO REMAIN w ,°5 KUSTOM-214NW2nd o 'CALEAS NOTED BUILDING SECTION © BUILDING SECTION a DATE "2°" 1 1/8"=1'-0" 1/8"=1'-0" N 04 SHT 5 OF 11 W Q 0 O.F-RIDGE ROOF ARCHITECTURAL VENT(T7P.) _ SHINGLES TO MATCH EXISTNG ,1----7-7 • 1 �� ! �• --'''.\ 12 • I (HEEL A6 REQ'DJ4.. '•�' •,%O. r. !'tea:'•'k9: -9•:.!J. c=i w _2_q• . . •• •• '• • • � i � ur rwi \-� \\.__ — POR FN.FLR � " �•—•', — ci GRADE S/a'CMNJ EXISTING STRUCTURE TO y W Ct CEMENTITIOUS FINISH REMAIN UNCHANGED a TO MATCH EXIST. .. ui d w W M U C: m7) REAR ELEVATION .0. 1/8"=1'-0" z a N— 0 y 0" z w w' CO C] o O nc) co o3 N > y N (� N 7 o C Z M N Y oO J 3 —�.ctNU_ 12 ROOF SHEATHING • C C') Z o 0 a 3 t PLAN PER '5 Q V Cd 9 Z ROOF SHEATHING PLAN o• W O Q t FAST'rT1MG PER R-30 INSULATION PLAN PRE-ENGINEERED F2 =m O TRUSSES 624'O.C. FAd co STRAP PER PLAN 1.1--ENGNEEI-D R-SO INSULATION c8 TRUSSES 624.OL. STRAP PER PLAN— — / _ _ z CD Fr L HGT' STRAP R PLAN BUCKET PER Z / n PE PLAN Pa _ o _ BEARR•Ya - BEARING u. W J.. .. .:ln'SAG-RESISTANT.•.. •/. •. . . • ,• • Ii� T'-m• ¢ ~ ? h ��. GLG:SD.t,. _ •. ri�'� PORCH BRG o F wco e....4.4) / : .. .. •. . • 1'-4 l EL A9 REO'DJ S W / I GAR BR's /.. .:.. • .. •' I� �`• E W W 0) - 1n SAG-RESISTANT (F EL AS REODJ / ►�... o-N- x Cill) STRAPPERPLAN / [= 1'_¢• / ❑ In i C CLG.BD. / '"r / - BEAM PER PLAN •• ❑ p) o.u. Z / a 1r�1 o UPSET 2x6 PT. / LEDGER STRAP PER PLAN BOX OUT HEADER • g / `j'' _ PER DETAIL E ,• I h / 4/SD2 ro EXIST.B .WALL / EXIST.B .WALL ° Q M .0 - • • co 0 �/ i0 REMAIN =�FE CO / 7D REMAIN w LL W C ID GARAro 1 REAR PORCH _ ' w• WCr)I- U fl' NEW GMU WALL / ❑ 0 < w l PLAN \.Eo. / • a 2 N m / / r. GONG STEPS PER •. �-DETAIL 14/SDI < W 0 Z CC EXIST.SLAB TO PEW SLAB PER / • �t _•. • Q tt W _ _2._q• F Q. lL N 0 IZ'MAIN FOUNDATION � '. .' :. � PLAN /////I//.////// /////I////=-c--• GAR FIN.FLR$ �;- - .T .. •—• ..---,�-.-r:� —.c-'.T'—. '•"'••:r '— POR FN.FLR$ '• Desk" DRAWN y BU W W BM GRADE GRADE cxECKE.D ❑ SSPE fr,' w EXIST.STEMWALL EXIST.STEMWALL = TO REMAIN TO REMAIN c1 aoe KUSTOM-214 NW 2nd o Jo. AS NOTED BUILDING SECTION ® BUILDING SECTION Fe DATE 05 11 AS NOT El 1/8"=I-0" 1/8"=1'-0" 04 SOT 5 OF 11 FRAMING NOTES: CONNECTOR LEGEND HEADER SCHEDULE NOTE: w NOTE: ttoF JACK STUDS FASTENERS(U.N.O.) EXISTING EMBEDED TRUSS ANCHORS THESE PLANS ARE NOT TO BE USED FOR TRUSS O 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS �j MTSM16 w!(4)1/4 V.2-1/4"TAPCON TO CMU TAG HEADER EA END OF HEADER FABRICATION.CONTRACTOR TO FIELD VERIFY TRUSS DESIGN. (U• N o 1 ARE NOT TO BE REUSED. SPANS,OVERHANGS,SLOPES AND OTHER TRUSS 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS,WALL SECTIONS AND MGT TRUSSS TO TIE SIMPSON SET EPX THREAD ROD(MIN.S EMBED). H2X8 (2)2X8'AC STUD TO HDR(8)16d END IL BYPASS Q EA END _ DRILLR EPDXY WBEAMW ALLEPX 12"SPACER1 GEOMETRY PRIOR TO TRUSS PURCHASE/ ELEVATIONS FOR BEARING HEIGHTS. - FABRICATION.DBSS INC.IS NOT RESPONSIBLE FOR H2X12 (2)2X12'S W/ (8)160 END NAIL BYPASS TRUSS GEOMETRY AND/OR MEASUREMENT ERRORS EHTS20 TRUSS TO BEAM 12"SPACER STUD TO HDR Q EA.END 2 NOTE: 3. TRUSS SPACING SHALL BE 24"O.C.MAX.UNLESS OTHERWISE NOTED. NOTE X-BRACES ARE TO BE INSTALLED AT CONVENTIONAL FRAMING SHALL BE 16"O.C.MAX.OR AS OTHERWISE 1.REFER TO DETAIL 14 SHEET SD2 FOR BYPASS STUD QTY.INFO. 4S°ANGLES PER DETAIL.LINES NOTED. �4 LU528 2 HEADER SIZES SHOWN ARE MINIMUM REQ.'D PER LOCATION. 4 LARGER HEADERS MAY BE USED WITHOUT APPROVAL FROM DESIGN SHOWN ON THIS PLAN ARE ONLY TO Z 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING PROFESSIONAL SEE BOX HEADER DET/JLBELOWFOR ASSEWBLY REPRESENT LOCATION,NOT NUMBER 0 " WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE E META16 REQ.WHERE WIDTH OF WALL IS GREATER THAN 4" OF BAYS CROSSED OR ACTUAL 12 LENGTH. 2 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL ❑b LUS24 - C BE CONTINUOUS FROM FLOOR TO CEILING. w 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE EJ EMBED),THREADS EPDXY@IS O.C.IM SOPT.LEDGERPX.WALL(MIN.S 0 EMBED).DRILL 8 W/SIMPSON SET EPX FOLLOWING ADDITIONAL LOADS: • A)ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON (2)HTS20's BEAM!TRUSS ABV.TO BEAM BELOW PLANS. rn iii l (2)LSTA24's HDR.TO JACK STUDS.HTT4 wf 5!8"ALL THREAD ROD (2)1-3/4'x1I-V4' '- ' 7. REFER TONANUFACTURERSPECIFICATIONSFORINSTALLATION (MIN.5"EMBED).DRILL 8 EPDXY W/SIMPSON SET EPX (2)2x11.w/V2 �VERSALAMLVL 0 0 REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. S"PADER �+ ^ w 8. PROVIDE BRACING AND BLOCKING PER BCSI-1-03 IN ADDITION TO BRACING AM El MY' B ©i2 B F- © '� w AND BLOCKING SHOWN ON PLANS. II l0 I I I I I I 1� I I I I I I I 11 U > si. B yis w 9. REFER TO MANUFACTURER SPECS.FOR MULTI-PLY CONNECTIONS OF LVL _vl I= !h I I !.1! 0 H .,121 I, iIII I 2.12I 1` i I I'`'y' piE2L./7ji, I C BEAMS. TJ-01 10. GC TO VERIFY OVERHANGS,SLOPES,AND OTHER TRUSS GEOMETRY 7.1-03 — 1„1;-• ` — w ,` Li''' BEFORE TRUSS PURCHASE. ■■�• ���. �� I u r2.2xQ'.w ' < O TJ-m54 x I v I ` SPACER . w `�I 'it NAILING SCHEDULE: CI _ ''41 © II •" I oW TJ_m5 III cc I j 4Y.• Z ID ROOFS: - T-01 LL 1 - - / - 1II ry 1 ek o N- ROOF SHEATHING TO BE 1/2"(MIN.)PLYWOOD.REFER TO DETAIL 1 SHEET B \ ��n - ---r- 7-- - II -1 : • 1- <p SD1 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH LONG ' �(-� L I , \ / u k 1i DIMENSION PERPENDICULAR TO SUPPORTS(TRUSSES). PROVIDE PLY 1 T.-cm 1-- © -.I O X r2E)-3//44 41 AM Li III ©I II�, F o CLIPS @24"O.C.MAX.AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. '\ `" '' _ w m 2X4 BLOCKING,w/(2)10d NAILS EA.END,SHALL BE USED @ALL ▪ 19 i l u 'IcI11l I l l 111I I1I11IG7 CD I III I I\\ -• \\\\�[^;]-�® © w CO UNSUPPORTED HIP AND RIDGE AREAS. T-03 1 \ip 0 j l Str1 / 1 1 Ii ri I 1 1 E a O m co GABLE ENDS: • , • I I T-m 4\ i IF 13 'die --1 i) Il 1 I I o U (�m ALL SHEATHING TO BE MIN.1/2"PLYWOOD AND SHALL BE NAILED 6"O.C. _ N G Z_C N Y O.J ON EDGES AND 12"IN FIELD. BLOCKING SHALL BE PLACED AT ALL II " I T 05\VENT tTrPJ Q ( /I'4'�` I 1 II I o 0) co N N a w SHEATHING JOINTS. 'LS: --y+ / • 1 `"( ' - T-mb 'wsw i I I I �I• IV -.rly �._19 W C m Q(h O - NAIILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING-SHANK OR I O 4�❑ ' I® ®I \` \ ,. © t b`� w = W> < ' -�-(,y$ T�0-1 �-. 11\\\//AEI q` • z C Z< Q HOT DIPPED GALVANIZED HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS- - • Iy� (_ r I J 5'�Ir, �! !'l I W o Q 0 SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. ' r I a� J 1 ¢ D_m "NAILS FASTENED IN PT.OR FIRE-RETARDANT-TREATED WOOD SHALL I �/jh� ( IFS I RIDG-E I I I I 1; 0 m F u I� L J /T-ml \ I ..a:y.rr:.r: ` (7 BE HOT DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL, 1 2w PT. R z Z SILICON BRONZE OR COPPER. • 3:I2 PITC "I3 3:12 PITCH tt \J 5 11,�/ G.CFY 1 T-K / CC.TO VERIFY' I Q ..V• m J CONNECTION NOTES: • 11 I T-LI i o I >< 1 y'° Ea Ici o ALL TRUSS TO MASONRY CONNECTORS TO BE SIMPSON(1)HM9 w/(5) - a. r - I- /.. (I° )) - - - Q (J- Z Z y 1/4"x2-1/4"TAPCONS.(1)MTSM16 wl(4)1/4'x2-1/4"TAPCONS U.N.O. �`,y�l 1 i _Q / I tic.! \ I p .,._' �� © U T-11 / O W r 0 I ALL TRUSS TO FRAME CONNECTORS TO BE SIMPSON H10(SINGLE PLY)OR •,�, I°-� \e " ~ i I(�/III / 1 1 1 3:12 PITCH .;..{ w = C>) H10-2(2 PLY)U.N.O.MTS20 OR BETTER TO BE USED ON ANGLED WALLS. i / I T / I i't�l I li I G�TO VEWIF7 o ' ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS © oYcz ILT vs:.-Er R 1 I I z tiar) c.1 0 T-m9 FRAI-IING PER DETAIL 1 1 I -"4 . O MANUFACTURER U.N.O. 11 I 3/5DI // I 1 p a/ I 1 }}: 'm C C ROOF VENTS: I I w/ \ - �.. T_I3 J '' cc COI TJ-m5 (1)N-ml { O 1. VENT SIZES TO BE CALCULATED BY OTHERS r ��.. .- Q ... Q W 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE • �® E�— • �Py 1 , 0 �1 R w' CL 11. :14 C LOCATIONS AND DO NOT REPRESENT ANY ATTEMPTF i (2 TOTAL) a _ C TJ-03 �11 1 Q' 2x4 R. BRACE B f TO DICTATE LOCATIONS OR CALCULATIONS JJ W UQ 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN TJ-ml 7 I I 1 z w ' w W FRC 2007 EDITION • rmI .,p -2 Z�°1 ®I : I c - I 0 I V 3:I2 PITCH_ C CO I ' ~ • ./ 1IIi © GC.TOVSFPY I a 1- Q N 4. ROOF VENT AREA FORMULA SQ.FT.OF CLG. = AREA OF FREE VENTILATION'REQ'D. 0^ I III 3:12 PITCH ?c I 1 UJ Z Ct 150* G.C.TO VERIFY D IY J �SD`7/L I - 1 ,Je I 1 ¢ Ord' W • 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE `D • ��i','1 I I 1 v~, II 1--- --- ,, D.. LL. Ncl _Elii 1i r� 1 ) 0 , S DESIGN DRAWN T-15 I I Il I 1 I I ,Q Or CHECKED BLl LJM1BM 1 F a SSPE w Z 051t1 " (9 TOTAL) — I'-4' (4 JO8 KUSTOM-214 NW2nd O p ..ALE AS NOTED ROOF FRAMING PLAN ii DATE 08.11.2011 W 1/8"=1'-0" I— S2 OHS 8 OF 11 CITY OF DELRAY BEACH HISTORIC PRESERVATION BOARD ORDER In Re: 214 NW 2nd Street, West Settlers Historic District Roland and Janice Flynn, Property Owner/Applicant Greg Guzzo, Kustom Homes, Authorized Agent ORDER Following consideration of all the evidence and testimony presented at the September 7, 2011 meeting before the Historic Preservation Board for the City of Delray Beach and Pursuant to LDR Section 2.4.6(H)(5), prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. The Historic Preservation Board finds that there is ample and competent substantial evidence to support its findings that the application for Consideration of a Certificate of Appropriateness (2011-192) for additions and alterations, and the variance request on the property referenced above is hereby X granted denied by a vote of - . Pursuant to LDR Sections 2.4.7(E)(1) and 2.4.7(E)(3)(a), a decision of the Historic Preservation Board may be appealed to the City Commission so long as a letter of appeal is received by the City Clerk within ten(10)working days of the action being appealed. Based on the entire record before it, the Historic Preservation Board adopts this Order this 7th day of September, 2011. C air 7lievez5 Historic Pre n oard copies to: Roland and Janice Flynn, Property Owner/Applicant Greg Guzzo, Kustom Homes, Authorized Agent HISTORIC PRESERVATION BOARD September 7, 2011 MEETING COMMENCED: 6:10 P.M MEETING ADJOURNED: 7:00 P.M. IV.A. I IV.B. NAME ATTEND 138 N. Swinton Ave. 214 NW 2nd Street COA Variance East Variance West POSTPONED BY THE 5 TO 0 VOTE APPLICANT CONDITIONS 5 TO 0 5 TO 0 ADDED TOM STANLEY ANNETTE SMITH 2ND 2ND MM ANNIE ADKINS ROOF MM 2ND ANA MARIA APONTE RONALD BRITO MM IRIS MCDONALD ABSENT OPEN IV.B. — COA- CONDITIONS 4, Shutters be revised for conformity with staff. Changes will be subject to staff review. 5. Appropriate landscaping around the garage (west side). 6. Installation of landscaping approved by staff. HISTORIC PRESERVATION BOARD September 7, 2011 MEETING COMMENCED: 6:10 P.M MEETING ADJOURNED: 7:00 P.M. IV.A. IV.B. NAME ATTEND 138 N. Swinton Ave. 214 NW 2nd Street COA Variance East Variance West POSTPONED BY THE 5 TO 0 VOTE APPLICANT CONDITIONS 5 TO 0 5 TO 0 ADDED TOM STANLEY ANNETTE SMITH 2ND 2ND MM ANNIE ADKINS ROOF MM 2ND ANA MARIA APONTE RONALD BRITO MM IRIS MCDONALD ABSENT OPEN IV.B. — COA- CONDITIONS 4, Shutters be revised for conformity with staff. Changes will be subject to staff review. 5. Appropriate landscaping around the garage (west side). 6. Installation of landscaping approved by staff. / S A /2- _T'.s HISTORIC PRESERVATION BOARD September 7, 2011 /0 MEETING COMMENCED: 6:i P.M MEETING ADJOURNED: P.M. NAME ATTEND 138 N. Swinton Ave. 214 NW 2nd Street 4 COA Variance East Variance West VOTE 6 �.17'v (� ° f�(2-27t%-;'6,27-a- 0 `�/. . --- TOM STANLEY /ANNETTE SMITH • (9 �y✓1\` I1�f iii ANNIE ADKINS ROOF 00 /VN\ _ / ANA MARIA APONTE / �/ RONALD BRITO ✓ L �°�- IRIS MCDONALD (2,- OPEN I 4,,9-/-) v5 „, .049±, je- �l �L Q )e. f Y4-2- ^ / e 19.0 7— - - Tv 4'4 A � ) L, ,64' ) y ice. ) /g OL. 917 \ 2,z. 3—, A..;,tiAxi Coo )0,9-7- d—— L yV Pt- h) a 14 I. G c;L__e7„,_=__ /t Qd v, „ new -7- b.„ /- 7 2. I _ • _ _ I \ (ca-i . nio JC��� � s�LiJ'6/1 - i • Zcz., 2l G vyi • N -� — ? 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