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HPB 06-17-15 AGENDA HISTORIC PRESERVATION BOARD O 4r la Meeting Date: June 17, 2015 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue **AGENDA RESULTS** 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 the City Manager at 243-7010 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 Site Plan Review and Appearance 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. MINUTES - None IV. APPROVAL OF AGENDA V. SWEARING IN OF THE PUBLIC VI. COMMENTS FROM THE PUBLIC (NOTE:Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. VII. ACTION ITEMS A. Certificate of Appropriateness (2015-176) 525 East Atlantic Avenue, The Colony Hotel, Individually Designated Property Owner: Boughton Hotel, Inc. Authorized Agent: Jestena Boughton Consideration of a Certificate of Appropriateness for window replacement on an individually designated structure. Motion to Approve,Approved 6-0 B. Certificate of Appropriateness (2015-126) 200 NE 5th Street, Del-Ida Park Historic District Property Owner: Pineapple Manor LLC Authorized Agent: Vince Zabek Consideration of a COA associated with the demolition of a one-story accessory structure, and construction of a two-story addition to a non-contributing building. Motion to Approve,Approved 6-0 VIII. REPORTS AND COMMENTS ❖ Board Members ❖ Staff IX. ADJOURN i4 my E. Abvarer' Amy E. Alvarez Historic Preservation Planner Posted on: June 11, 2015 AGENDA S �• P HISTORIC PRESERVATION BOARD r •" Meeting Date: June 17. 2015 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to I participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact the City Manager at 243-7010 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 Site Plan Review and Appearance 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. MINUTES - None IV. APPROVAL OF AGENDA V. SWEARING IN OF THE PUBLIC VI. COMMENTS FROM THE PUBLIC (NOTE Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. • VII. ACTION ITEMS A. Certificate of Appropriateness (2015-176) 525 East Atlantic Avenue, The Colony Hotel, Individually Designated Property Owner: Boughton Hotel, Inc. Authorized Agent: Jestena Boughton Consideration of a Certificate of Appropriateness for window replacement on an individually designated structure. B. Certificate of Appropriateness (2015-126) 200 NE 5th Street, Del-Ida Park Historic District Property Owner: Pineapple Manor LLC Authorized Agent: Vince Zabek Consideration of a COA associated with the demolition of a one-story accessory structure, and construction of a two-story addition to a non-contributing building. VIII. REPORTS AND COMMENTS • Board Members • Staff IX. ADJOURN A vwy E. A livave' Amy E. Alvarez • Historic Preservation Planner Posted on: June 11, 2015 DELL O RAYR BEACH f I D A Ail-AmericaCity 1993 2001 SIGN IN SHEET 2 001 Historic Preservation Board June 17, 2015 PRINT ADDRESS OR ITEM NO. ORGANIZATION FULL NAME ?"40A.19\ 1-2- W A1-1 0 4 e) 2.0 ZCCAL ?BC )Rc t� cf�� . Historic Preservati I3oard-Voting Sheet VII.A VII.B HPB MEETING HELD: ATTEND 525 E. 200 NE 5th June 17, 2015 Atlantic Street Avenue COA COA Attorney: VOTE to VOTE to Mike Dutko Approve Approve 6-0 6-0 John Miller P Y Y Andrea Sherman P Y Y Price Patton P Y Y Rhonda Sexton P Y Y Ronald Brito P Y Y Angela Budano P Y Y Samuel Spear A A A ***with additional conditions added by the Board Adjourned: 7:30PM `fahI Le,uuL 6 .•�o�tvs k.��31 6-i7 /c_ Pagel - I. ARCHAEOLOGICAL SITE FORM site#8 PB15297 .are Field Date ❑Ori final ' FLORIDA MASTER SITE FILE g K Form Date 0 Update Version 4.0 1/07 Recorder# Consult Guide to Archaeological Site Form for detailed instructions Site Name(s) Turtle Mound Multiple Listing(DHR only) Project Name Survey#(DHR only) Ownership:❑private-profit❑private-nonprofit Oprivate-individual ['private-nonspecific❑city ['county ❑state ['federal ['Native American Dforeign Dunknown USGS 7.5 Map Name DELRAY BEACH USGS Date 1970 Plat or Other Map City/Town(within 3 miles) Delray Beach In City Limits? tIyes Ono ❑unknown County Palm Beach Township Range Section '/4 section:❑NW ❑SW ❑SE ONE Irregular-name: Township Range Section %section:❑NW DSW ❑SE ONE Landgrant Tax Parcel# See attached UTM Coordinates:Zone 016 017 Easting Northing Other Coordinates: X: 26°26'52.56"N Y: 80° 3'38.04"W Coordinate System&Datum Address/Vicinity/Route to: Name of Public Tract(e.g.,park) W, •i M' s itt` s. ,_.,, ) .. I . r c,.,. . , t AAA, x a ... . < .mot.... _>, :.l, SETTING STRUCTURES OR FEATURES FUNCTION ['Land(terrestrial) ❑Wetland(palushtne) El log boat El fort 0 road segment ['campsite ❑Lake/Pond(lacustrine) Ousually flooded ❑agric/farmbuilding 0midden 0shellmidden 0 extractive site ❑River/Stream/Creek(riverine) ['usually dry ❑burial mound ID mill ❑shell mound El habitation(prehistoric) ❑Tidal(estuarine) ❑Cave/Sink(subterranean) 0 building remains Omission ['shipwreck 0 homestead(historic) ❑Saltwater(marine) El terrestrial El cemetery/grave ['mound,nonspecific ['subsurface features ['farmstead ['aquatic ❑dump/refuse ['plantation ['surface scatter 0 village(prehistoric) ['earthworks(historic) ['platform mound Elwell ['town(historic) Other Features or Functions(Choose from the list or type a response.) ['quarry 1. 2. ABORIGINAL ['Englewood ❑Manasota ❑St Johns(nonspecific) ['Swift Creek(nonspecific) NON-ABORIGINAL ['Alachua ❑Fort Walton ['Mississippian ❑St Johns I ❑Swift Creek,Early ['First Spanish 1513-99 ['Archaic(nonspecific) ['Glades(nonspecific) ['Mount Taylor ❑St Johns II ❑Swift Creek,Late ['First Spanish 1600-99 archaic,Early ❑Glades I ['Norwood ❑Santa Rosa El Transitional ['First Spanish 1700-1763 DArchaic,Middle ❑Glades II ['Orange OSanta Rosa-Swift Creek ❑Weeden Island(nonspecific) ❑First Spanish(nonspecific) DArchaic,Late (]Glades III ❑Paleoindian OSeminole(nonspecific) OWeeden Island I ❑British 1763-1783 ['Belle Glade ['Hickory Pond ❑Pensacola OSeminole:Colonization ❑Weeden Island II ['Second Spanish 1783-1821 OCades Pond El Leon-Jefferson ❑Perico Island OSeminole:1st War To 2nd OPrehistoric(nonspecific) ['American Territorial 1821-45 O Caloosahatchee ❑Malabar I ['Safety Harbor ['Seminole:2nd War To 3rd OPrehistoric non-ceramic ['American Civil War 1861-65 ❑Deptford El Malabar II ❑St Augustine ['Seminole:3rd War&After OPrehistoric ceramic ['American 19th Century ['American 20th Century Other Cultures(Choose from the list or type a response. For historic sites,give specific dates.) ['American(nonspecific) 1. 3. ❑Afican-American 2. 4. ?,. ct*.tom. ,I .,i ry 7 k�. '" {eg ,.... ,. , b . 7o,.. w ,i. tin ,s � `3.'� Potentially eligible individually for National Register of Historic Places? Dyes Ono Dinsufficient information Potentially eligible as contributor to a National Register district? Dyes Dno ❑insufficient information -Explanation of Evaluation(required if evaluated;use separate sheet if needed) Meets criteria D of the NRHP Recommendations for Owner or SHPO Action Human remains are present all future ground disturbing activities should be required to be monitored by an archaeologist DHR USE ONLY OFFICIAL EVALUATION DHR USE ONLY NR List Date SHPO—Appears to meet criteria for NR listing:Oyes ❑no ❑insufficient info Date !nit KEEPER—Determined eligible: Oyes Ono Date ❑Owner Objection NR Criteria for Evaluation: ❑a Ob ❑c ❑d (see National Register Bulletin 15 p.2) HR6E045R0107 Florida Master Site File 1 Div.of Historical Resources 1 R.A.Gray Bldg 1500 S Bronough St.,Tallahassee,FL 32399-0250 Phone (850)245.6440I Fax(850)-245.64391 E-mail SiteFile@dos.state.fl.us Page2 ARCHAEOLOGICAL SITE FORM Site#8 PB15297 k n OD ; "se 7;1.1 SITE DETECTION SITE BOUNDARY Ono field check ['exposed ground ❑screened shovel ['bounds unknown ['remote sensing Dunscreened shovel ['literature search Dposthole tests ['screened shovel-t/4" ['none by recorder El exposed ground ❑screened shovel ['informant report ['auger tests ['screened shovel-t/8' ['literature search ❑posthole tests ['block excavations ['remote sensing Dunscreened shovel ['screened shovel-t/W ['informant report ❑auger tests ['estimate or guess Other methods;number,size,depth,pattern of units;screen size(attach site plan) Extent Size(m2) 35,091 Depth/stratigraphy of cultural deposit 2m Temporal Interpretation-Components(check one): ['single component ['multiple component ['uncertain Describe each occupation in plan(refer to attached large scale map)and stratigraphically. Discuss temporal and functional interpretations: Integrity-Overall disturbance: ❑none seen ['minor ['substantial ['major Dredeposited ❑destroyed-document! ['unknown Disturbances/threats/protective measures Surface collection: area collected 35,091 m2 #collection units I Excavation: #noncontiguous blocks 7,7 .erg 471:€3 7^- 7 m 7, r �°"2 - oc Total Artifacts # Ocount Oestimate Surface#y Subsurface# COLLECTION SELECTIVITY ARTIFACT CATEGORIES and DISPOSITIONS Dunknown Iunselective(all artifacts) A - Bone-human selects disposition from the list below for each artifact category selected at left'.. ['selective(some artifacts) S - Aboriginal ceramics ['mixed selectivity A - Lithics A-category always collected SPATIAL CONTROL - S-some items in category collected Duncollected ['general(not by subarea) - 0-observed first hand,but not collected ['unknown ['controlled(by subarea) - R-collected and subsequently left at site ['variable spatial control - I -informant reported category present ['other(describe in comments below) - U-unknown Artifact Comments DIAGNOSTICS (type or mode,and frequency:e.g.,Suwanee ppk,heat-treated chert,Deptford Check-stamped,ironstone/whiteware) 1. St.Johns Checkstamp N= 4. N= 7. N= 2. Pinellas PPK N= 5. N= 8. N= 3. N= 6. N= 9. N= Nearest fresh water:Type Other Name Intercoastal Waterwa Distance from site(m) 251 Natural community COASTAL STRAND Topography Dune-coastal Elevation:Min 1 m Max 7 m Local vegetation Coastal Hammock Present land use Residential SCS soil series basinger Soil association fine sand A..','... -AW .. - i. ,n1 _ A gil b. € ,,IttoY'�^ g''�^'�i�; ., ,tt7TT.1F .,_, as ., - - 77 Accessible Documentation Not Filed with the Site File-including field notes,analysis notes,photos,plans and other important documents Document type Maintaining organization Document description File or accession#'s 2) Document type Maintaining organization Document description File or accession Ws WSW Informant Information:Name Dorothy Block MA Archaeo Address/Phone/E-mail 561 215 7909 uberf rau3 34 6 0@gmail.com Recorder Information:Name Dorothy Block MA Archaeologist Affiliation PBCAS Chapter of FAS Founding Chair Address/Phone/E-mail 306 NE 1st Ave #202 Boynton Beach Fl 33435 Required 0 PHOTOCOPY OF 7.5'USGS QUAD MAP WITH SITE BOUNDARIES MARKED and SITE PLAN Attachments Plan at 1:3,600 or larger. 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Authorized Agent: Jestena Boughton Project Location: 525 East Atlantic Avenue, The Colony Hotel, Individually Designated HPB Meeting Date: June 17, 2015 File: 2015-176-COA ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated for window replacement located at 525 East Atlantic Avenue, The Colony Hotel, Individually Designated, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property consists of Lots 5 thru 7 (less West 10 feet), Lots 14 Thru 17 (less East 5 feet), the North 15 feet and South 12 feet of Lot 18 (less the East 5 feet), the 16 foot alley right-of- way (less the East 5 feet), Lot 21 (less West 10 feet), Lots 22 thru 24, Lot 25 (less East 5 feet), Town of Delray. The 46,310 square foot hotel is located at the northwest corner of NE 6th Avenue (North Federal Highway) and East Atlantic Avenue, within the CBD (Central Business District). The main hotel building measures 176' long x 135' wide. The Colony Hotel was constructed in 1925 in the Colonial Mission Revival Style with central twin towers. It was designed by prominent Miami architect Martin Luther Hampton. Originally known as the Alterep, the hotel was purchased by the Boughton family in 1935 and the name was changed to the Colony Hotel. The main hotel building is a three story structure, u-shaped with a street level arched entrance and open loggia on Atlantic Avenue. The main entrance was originally located on the Federal Highway (NE 6th Avenue) side, but was then moved to the secondary entrance at Atlantic Avenue due to road widening. The hotel is constructed of concrete, covered in stucco and displays cast concrete moldings with barrel tile roof trims. The interior includes plaster walls and Dade County Pine wood floors. The current request is for window replacement on the second and third levels (applicant refers to them as first and second floors), on each of the exterior facades of the main hotel building. The proposed window replacement will occur in 6 work phases, and the hotel will remain open as work progresses. The 1950's aluminum louver style windows will be replaced with impact rated, single hung, white aluminum, 6/1 style windows with dimensional muntins on both sides. The existing bathroom windows will be replaced with impact rated, single hung, white aluminum, 4/1 style windows with dimensional muntins on both sides. The proposed windows will have a gray glass tint, and the bathrooms will have an opaque white interlayer bottom with opaque for privacy. Screens will be included on the bottom half of all windows. The existing window openings will not be altered and will remain the same size. The existing window awnings will remain in place. The window schedule and phasing diagram are included as attachments to this report. The existing window style air conditioning units located in the guest rooms will be reinstalled after the window replacement. The subject COA for window replacement is now before the Board for consideration. 525 East Atlantic Avenue;COA 2015-176 HPB Meeting June 17,2015 Page 2 of 4 DESIGN ELEMENTS ANALYSIS 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 Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(b)3., Major and Minor Development: The subject application is considered "Minor Development", as it is "the construction, reconstruction, or alteration of any part of the front facade of an existing contributing residential or non-residential structure and all appurtenances." STAFF COMMENT: The proposed window replacement classifies the subject request as Minor Development." Visual compatibility for all development on individually designated properties outside the district shall be determined by comparison to other structures within the site. (E)(4) Alterations: In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. (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. Those applicable Standards are 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. (Secretary of the Interior Standard#2) Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. (Secretary of the Interior Standard#5) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Secretary of the Interior Standard#9) Delray Beach Historic Preservation Design Guidelines; • New windows shall match the original design in their profile, configuration and all other character defining features. 525 East Atlantic Avenue;COA 2015-176 HPB Meeting June 17,2015 Page 3 of 4 • Retain distinctive windows and their features such as sash, muntins, glazing, sills, heads, hood molds, paneled or decorative jambs and moldings, shutters and blinds. (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d), Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (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. STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have been met with the proposal. The proposed window replacement strives to meet the criteria noted above. Examination of the old 1925 photographs of the Alterep Hotel reveal that the original second and third level consisted of 6/1 style windows, and the bathrooms with 4/1 style windows in the bathrooms. The proposed new windows are visually compatible with the original windows as well as the surrounding historic structures on the site. The intended original relationship of the window width, height and depth will be maintained as well as the original opening dimensions. The new impact windows will provide additional protection against inclement weather and reduce sound levels. During the window replacement, the applicant has proposed to retain and maintain of all distinctive window features and details. In addition, the existing exterior finishes will be upheld in good condition during each phase of the project. Samples of the proposed glass colors and tints will be examined by staff for appropriateness with existing windows and doors. Based on the comments provided above, positive findings can be made, subject to the implementation of recommendations provided at the end of this report. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-176) for 525 East Atlantic Avenue, The Colony Hotel, Individually Designated, 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, 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 (2015-176) for 525 East Atlantic Avenue, The Colony Hotel, Individually Designated, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in 525 East Atlantic Avenue;COA 2015-176 HPB Meeting June 17,2015 Page 4 of 4 the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Certificate of Appropriateness (2015-176) for 525 East Atlantic Avenue, The Colony Hotel, Individually Designated, 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, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation subject to the following conditions: 1. That the distinctive window features and details such as sills, stools, aprons, heads, hood molds, decorative jambs, and moldings be maintained; and, 2. That per each phase of completion, all exterior wood trim and stucco surrounding the windows be maintained and painted as require; and, 3. That the window glass is not mirrored, reflective or opaque. Prepared by Lynn Van Duyne Historic Preservation Consultant , . COLONY t101tt • alley . ... . .. .. FLOOR PLANS :,, 1 • _ • . j, ..., . • . 21 . is-2 not to scale 1 . T T23°• 4 22 r1.2.-6 T1:4.7 ' T;‘)-.1 - T It-6 : If 41 May 26, 2015 . ... • .• • " t - al - 1117 -: 71 ' it ---- •11--'ti J. Boughton . . . • K.,. --. , . • . -,1 • tkl& .. - -0 .phase number Tr ./c . 212 ' •-- " i" '.'I • . minim . • .'. '-'.1 -,'' ,,,. ,tii•- 2•S•51 )1frir 1211, 21•5 1-.• , t; . .. ,- -,-4`.:'• -- -' ' 414' t'it--i .' 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' 4 ' NATIO•11.-TRUST FOR KISTORFC FRU/AVALON' . ,_ - _ s . • • •\-'0•\"llor,,,, .--::,- • . - •- , .. . - , • - m. ,_...,' -.• -.--.. - .. -..--v ,. , - ....".. ...• 4its r . • ; G- i0.- . . • - . 4ks,0.03. cmcmaLODGIC . • ' * li MOOR'P1.11 a--!---- . - ----- - , Atlantic Avenue (secoAditvf/1) COLONY HOTEL WINDOW REPLACEMENT SCHEDULE INTERIOR MEASUREMENTS PHASE 1 4/27/2015 2nd floor short short short short TOTAL room double wide double narrow single wide single narrow bathroom other 68x56 62x56 39x56 -27x56 21x45 201 2 1 202 2 1 203 1 1 204 1 1 206 1 I 1 207 I 2 1 208 1 x 210 1 1 211 1 1 x 212 1 1 214 1 1 1 . 215' 1 x 216 1 1 217 1 1 220 2 1 firestair 216 1 firestair 201 I 1 SUBTOTAL 10 8 I 4 1 12 35 PHASE 2 TOTAL 7 1st floor tall tall tall tall• I same other room double wide double narrow single wide single narrow bathroom 68x62 62x62 39x62 27x62 21x45 30x62 101 2 1 102 2 1 103 1 1 104 1 I 1 106 1 x 107 2 1 108 1 1 110 1 1 111 1 1 x 112 1 1 114 1 1 1 115 1 x 116 1 1 117 I 1 1 120 2 1 hall 101 1 SUBTOTAL 10. I 8 3 12 1 34 1+2 TOTAL 1 20 1 16 7 1 24 1 69 COLONY HOTEL WINDOW REPLACEMENT SCHEDULE INTERIOR MEASUREMENTS PHASE 3 4/27/2015 TOTAL 2nd floor short short short short room double wide double narrow single wide single narrow bathroom other 68x56 62x56 39x56 27x56 21x45 30x56 219 2 223 1 1 225 1 1 1 227 1 1 1 229 1 1 231 1 main stair 1. 224 2 1 226 1 1 228 1 230 1 1 232 1 233 1 1 234 1 1 1 235 hallway 234 1 fitness 1 SUBTOTAL 2 11 5 9 3 30 PHASE 4 `-_ v 2nd floor short short short short N room double wide double narrow single wide single narrow bathroom other 68x56 62x56 39x56 27x56 21x45 30x56 237 1 238 2 1 239 1 1 241 1 1 242 2 1 243 1 245 2 1 fire stair 245 1 246 2 1 250 2 1 fire stair 134 2 SUBTOTAL 1 7 7 1 2 7 24 3+4TOTAL 1 9 18 6 2 16 3 54 1-4 SUBTOTAL 29 34 13 3 40 3 103 COLONY HOTEL WINDOW REPLACEMENT SCHEDULE INTERIOR MEASUREMENTS _ PHASE-5'---_ _,--_- _____ - 4/27/2015 .. _ 1st floor tall tall tall tall same other TOTAL room double wide double narrow single wide single narrow bathroom 68x62 62x62 39x62 27x62 21x45 30x62 137 1 • 139 1 1 • 141 1 1 143 1 145 2 1 hall 145 (1) 32x62 150 2 1 146 2 1 142 • 2 1 138 2 1 laundry 1 fire stair 134 I 2 135 at shop 132 1 1 130 1 SUBTOTAL 7 8 3 2 8 1 29 PHASE 6 1st floor tall tall s= tall tallsame other TOTAL room double wide double narrow single wide single narrow bathroom 68x62 62x62 39x62 27x62 21x45 30x62 119 2 122 2 1 123 - 1 1 125 1 1 1 126 1 127 1 1 1 128 1 1 129 1 1 131 1 133 1 1 SUBTOTAL 2 8 2 I 7 2 21 5+6 TOTAL 9 16 5 2 15 3 50 1-6 TOTAL 38 50 18 5 55 6 173 COLONY HOTEL . , . . .,. . . , . , . . . , „.. . ., ,. • . .. , ,,,..„, .,,,,,,,,,,..,„4, .: ., . . , .... , ...i. 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Pyw :lrr. . ,,:,.. �— " �� +4A 44 ' ,Yt ', 4 •" i 4` �k"IC" ,.wrp" • } „ 6 `+-' - '�hSt! nRs6:is.•h "r"• - "� +' x,j tF•• 'I'> ' ..+n- y!'C'aji, ,' H .44444, • { r Li 1,, ki,i I/ I i u .,. 1 irniwi df+� L ta, e { r pMj1 r Ii.,!w,t6 t ca ar I�Ih �1'oI141,l�;l 6' r .,, s f,- 4 9 1 ' I F i 1 : ,,.,•,-; ilN p��4.t t J" � t InIgln 14rrli�il1 ,l ,I I °;,,, '''�I II l + I'hh N ;I .�I111''1,�� a.+, ^p I' r10,U i t i 4' ! , µay �1� Colony Hotel 2015 Windows Project ,, top 2 floors • New window sample photo ., r . • PLAN NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING DEMOLITION AND REMOVAL OF EXISTING MATERIALS. • 2. THE WATER TIGHT INTEGRITY AND SECURITY OF THE EXISTING BUILDING SHALL BE MAINTAINED AT ALL TIMES. 3. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE 2010 EDITION. 4. WIND DESIGN CRITERIA: ULTIMATE WIND SPEED = 170 MPH (3 SECOND GUST) NOMINAL WIND SPEED = 132 MPH (3 SEC GUST) • RISK CATEGORY =1I EXPOSURE = C 5. 2X BUCK MATERIAL TO BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER. FASTEN BUCKS TO EXISTING CMU WITH 1/4" DIAMETER 1TW TAPCON AT 8" 0/C WITH 1 3/4" EMBED AND 2 INCH MINIMUM EDGE DISTANCE_ 6. SINGLE HUNG WINDOWS TO BE SIW IMPACT WINDOWS, N.O.A. 12-0221.06. INSTALL PER APPROVED N.O.A. 7. DESIGN WIND PRESSURE = +42.5 PSF/ — 56.7 PSF NOMINAL 8. ALL FLASHING, WATER PROOFING, AND FINISH MATERIALS TO BE BY OTHERS. 9. COORDINATE ALL ROUGH AND FINISH OPENING DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS. • EXISTING STUCCO TO REMAIN • 40/ •`%�'� ....... . E...4/A.0.• /' 07, //7, z—UJATERPROOFING O,• SF••S' ,� BY OTHERS )• STA E OF :44 P. #0 O % .. R . ..•�� • i3;1" NEI.0 SINGLE HUNG ,,ofel,IONA�� ,0% EXISTING CMU ~' WINDOW INSTALLED TO REMAIN PER APPROVED N.O.A. (2) PT2x4 WI 14" TAPCON AT S" O.C. UJ/ I34" EMBED AND 2" EDGE DISTANCE BUCK CONNECTION SCALE 11/2" = 1.-0" RCL Structural Engineering, LLC DWG. No. C.O.A. No. 27445 COLONY HOTEL Robert J. Selinsky, P.E. SINGLE HUNG WINDOW REPLACEMENT SDS1- Florida P.E. 49952 DELRAY BEACH, FLORIDA 601 N. Congress Avenue Suite #429-B DATE Delray Beach, FL. 33445 DETAIL DRAWING (561) 706-7541 7-21-2014 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: Pineapple Manor LLC Authorized Agent: Vince Zabik Project Location: 200 NE 5th Street, Del Ida Park Historic District HPB Meeting Date: June 17, 2015 File: 2015-126-COA • ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the demolition of a non-contributing accessory structure, and construction of a two- story addition on the property located at 200 NE 5th Street, Del Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on Lots 1 &2 and the 25 FT of Lot 17, Block 7, Del-Ida Park, within the Historic District, and is zoned RL. The Low Density Residential (RL) District allows for a total of two living units on this .36 acre property. The 5,356 square foot corner lot property contains a 1995 built two-story duplex and a one story two car garage with second floor swimming pool. The two structures are connected by an open covered walkway which also provides a second floor connection from the duplex to the roof pool. No other COA's are on file for this property. The current request is for the demolition of the entire accessory structure, including the connecting second floor walkway. The rear concrete driveway will be partially removed. The proposed addition will consist of three garages (two on the east elevation and one on the west elevation), and a home office with a bathroom. On the ground floor an interior staircase connects the first and second floors. The second floor consists of two bedrooms, two bathrooms, a utility room, laundry, and a bar area with game room. The exterior siding on the upper half of the addition will match the existing duplex in product and color, while there will be stucco on the lower half of the addition also painted to match the existing duplex. The existing accessory structure (garage with roof pool)footprint measures 25'-3" x 29'-10" x 11'-0" high, and the addition measures 29'-10"x 46'-8"x 26-2" high (grade to roof ridge). The proposed windows are impact rated, white aluminum, 9 over 1 and 6 over 1 pattern to match the existing windows. The new shutters are to be painted a medium green. The proposed garage door is manufactured by Amarr, made of steel construction, 8 panel design, and will be painted dark green. The existing shutters will be replaced to match new metal shutters, painted medium green. The roof shingles are green and will match the existing duplex. The subject COA for demolition, additions and associated site improvements is now before the Board for consideration. 200 NE 5th Street;COA 2015-126 HPB Meeting June 17,2015 Page 2 of 6 SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the RL Low Density Residential zoning district shall be developed according to the requirements noted in the chart below. Requirement j Existing ! Proposed { Lot Coverage (Maximum) I 60% I i 45.5% Open Space (Minimum, Non-Vehicular) I 40% 1 54.5% Setbacks: Front (West) I 25' I j 55'-5" [ Side Street (North) I 25' NA j 78'-0" Side Interior(South) ; 15' 15' I 15'-0" Rear(East) I 15' j NA I 28'-6" (Maximum)Height Existing Duplex 35'-0" i 30'-1" I NA New Construction ! 35'-0" NA I 26'-2" STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements. Therefore, positive findings can be made. However, compliance with these standards is not to be construed to mean that the proposal is compatible and appropriate, as these regulations are applicable to properties throughout the City, whether within or outside of a historic district. Compatibility is discussed under the Design Elements Analysis section of this report. Pursuant to LDR Section 4.4.5, Low density Residential District, duplex structures are permitted as a principal use, and multi-family structures are permitted with a density of 3-6 units per acre. STAFF COMMENT: The property currently consists of a duplex, with two units located within the two-story principal structure. The garage provides parking for these units, along with a rooftop swimming pool. The proposed addition provides parking for three vehicles, as well as additional living space. It should be noted that the additional living space cannot be utilized as a separate unit, as the maximum density of 6 units per acre limits the amount of units to 2. Therefore, to reinforce that the addition is to be utilized as such and will be an extension of one of the duplex units, the connection between them shall be both covered and enclosed. The proposed connection is open-air. This revision is added as a recommended condition of approval. In addition, the new living and garage space cannot be designed to accommodate 220 volt or greater electric receptacles so that a stove or other larger appliances necessary to utilize the space separately from the main units could be installed. This specification on the plans is added as a recommended condition of approval, and will also be carried forward during review of the building permit to ensure compliance. Based on the recommended revisions, positive findings can be made with respect to the use of the property to be maintained as a duplex. Supplemental District Regulations Pursuant to LDR Section 4.6.9(C)(2), Parking Requirements for Residential Uses, two spaces per dwelling unit. Tandem parking may be used provided that in the Single Family (R-1 District) or RL District, no required parking space may be located in a required front or street side setback. 200 NE 5th Street;COA 2015-126 HPB Meeting June 17,2015 Page 3 of 6 STAFF COMMENT: Five spaces outside the front setbacks are required, which have been provided in the three-car garage, with additional parking in front of the garage at NE 2nd Avenue and in front of the garage entering from NE 5th Street. Therefore, positive findings can be made. DESIGN ELEMENTS ANALYSIS 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 Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(b)(1), Major and Minor Development: The subject application is considered "Major Development", as it is new construction in a historic district. STAFF COMMENT: The proposed construction measures more than 25% of the existing floor area The proposed new construction classifies the subject request as "Major Development." 4.5.1(E)(3)(a)1., Buildings, Structures, Appurtenances and Parking; Appurtenances, Garages and Carports: a. Garages and carports are encouraged to be oriented so that they may be accessed from the side or rear and out of view from a public right of way. b. The orientation of garages and carports shall be consistent with the historic development pattern of structures of a similar architectural style within the district. c. The enclosure of carports is discouraged. When permitted, the enclosure of the carport should maintain the original details, associated with the carport, such as decorative posts, columns, roof planes, and other features. d. Garage doors shall be designed to be compatible with the architectural style of the principal structure and should include individual openings for vehicles rather than two car expanses of doors. Metal two car garage doors are discouraged; however, if options are limited and metal is proposed, the doors must include additional architectural detailing appropriate to the building. STAFF COMMENT: One garage is accessed from the side of the property and two from the rear, and all single garage doors are proposed, thereby meeting the aforenoted regulation. 200 NE 5'"Street;COA 2015-126 , HPB Meeting June 17,2015 Page 4 of 6 (E)(4) Alterations: In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. (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. Those applicable Standards are noted below: New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard#9) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. (Standard #10) (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4:5.1. (a), Height: The height of proposed buildings or modifications shall be visually compatible in comparison or relation to the height of existing structures and buildings in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b), Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d), Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e), Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (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. 200 NE 5th Street;COA 2015-126 HPB Meeting June 17,2015 Page 5 of 6 (h), Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i), Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j), Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. To determine whether the scale of a building is appropriate, the following shall apply for major development only: 1. For buildings wider than sixty percent (60%) of the lot width (65' or more), a portion of the front façade must be setback a minimum of seven (7) additional feet from the front setback line. 2. For buildings deeper than fifty percent (50%) of the lot depth, a portion of each side façade, which is greater than one story high, must be setback a minimum of five (5) additional feet from the side setback line: (k), Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I), Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have been met with the proposal. The proposed addition strives to meet the criteria noted above. The proposed addition is recessed back from the front plane and to the side of the main building. The scale and mass of the addition is visually compatible with the existing building and replication of the siding, windows, shutters, and roof materials creates a harmony with the existing structure. The demolition of the existing non-contributing accessory structure does not require findings, therefore a demolition review has not been provided. However, findings were made that require the following revisions: • The absence of windows on the south elevation renders it not visually compatible with the window placements of the existing duplex structure as well as the prevailing historic architectural styles within the neighborhood. Further examination could unify the architecture by the addition of several windows in this elevation. Based on the comments provided above, positive findings can be made, subject to the implementation of recommendations provided at the end of this report. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-126) for 200 NE 5th Street, Del Ida Park 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 200 NE 5th Street;C0A 2015-126 • HPB Meeting June 17.2015 Page 6 of 6 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 (2015-126) for 200 NE 5th Street, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Certificate of Appropriateness (2015-126)for 200 NE 5th Street, Del Ida Park 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, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation subject to the following conditions. 1. That the covered walkway be enclosed with walls under air conditioning and be attached to both buildings, providing interior access to both structures; and " 2. That at least three new windows be added to the south (ground level) elevation of the garage; and 3. That no 220 or greater volt electric receptacles be included in the new construction, and this is to be noted as such on the electrical drawings. 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',1-.1 !t::.i.:•::,'Vl iii ,NI .::. 1 . '3'1:::.7 :- ' : _ \ Nr ! IsM ..:- A . .... _N U A.., L --.important operating,safety, and maintenance information inside 992920944 1 PAUL CHARLI It A.I.A. +22.88 N.E.- 5TH STREET OSSIAH PAVED +2204 +2195 7 RAI+22.37 LICENSE AR 0016279 +21.63 +21.67 { +21.74 ` c - U • \ a... N - Z r 1 ti > "-I CONC WALK I O J �' 10518,PLAT CONC WALK I WWN ill " -N W 2 1 + + .. ,. - s -v _ 25.0'1 - -21.7 +21.6 25.0' j t �g Ewa a o U Vi.D3 K J t go i1 m O 1M--4 to = p U o REWIRED DOMING PROPOSE = I '{ o () LOT COVERAGE 60Z 40.5Z 455Z I • !I) ,,... Ct GREEN AREA-:.19 SQ FT- 40z 59.5z u si /y I �L�.�y�'> Zj \ > (OPEN SPALE N. a OARS) 4 WW1 • ^ ?.7_,T� _ ' 'c""O'. _ SE7 eACKs <4 FRONT 25 NA SS-6- v j /�' 4QE I 1 M• NA 4 z uii : S I A�1SG^ gli 90E SIWt:N,.. 15' tS-0 ,,L // -'L,Y REAR EAST 15 2B'-6' 1 cV Z/ 1 . II 25.00' 3T 0.1OIS NORRI 095 :6 1 t V WAX HEIGHT a OUPID( 15-d 31'-1' Z Q v� a I Z NEW.• 75-0' 26-2' O J ' COVERED WOOD PORCH o EL ®_ -. IIIIIIIIIII I- I - 0 36.00'CASTS TO BI1LDG O I ♦ Q o I. ee1I 3 , > 01■ oink p I I ; R-t' o T��IIIW = T mural 11.. 1 I «, <.% LOT 1, BLOCK 7 . E�j-4. : I- ® a 1■111IRNII II CONC WALK 37.9'TO OUSTG BUILD NG Z F- ...■ ■■ I t, ri 0 I IXISEG 170 SO FT i / ce 1--1 U M 3 ■ i:, ;; I \ = /� 2 STORY BUILDING a n I- z o ® IIIIIIIIIIII it 0 I a {415 o n = 03 - iL I N. FLOOR+24.81 ; E-L -4-cc N U 1 • _ t I W I o W Y Y E4 "Q N ° o I I 3 " " W o I W W \ ' U S O w O Q'7 ° ..( 0 I > W j o / z - 0 o'• -I N .,-*Fr z 1 Q ' I CONC + LI) N N 6-4�+ m Q �I z < .3 + + �o ' / ... N a N i- � n X �I L` W` wI I z �_- �I � qx 61 ¢Q,, O I= - N I I J II J O i �� I� I I tr 13R1CK(PLANTERS NOT LOCATED) = I I I I ZONING RO 12 -3.6 UNITS PO \ I- TO BUILDING (-1 I I t8e7�sD FT U N ( �5I f wr COVERAGE CALCULATIONS w = I CONC CONC ERNEE7(ISTG I I I 15,460 SO FT LOT AREA 3 I 1563 s0 FT j LOT 2, BLOCK 7 i FLOORL4I.+•�e2•3�K0 REMOVE CONC DRIVE AS IREO- MST; 2 STORY 605004G 2334 SQ 7 J - I i I REIA , 1 CAR 1+Z3. CONC I E7059+ 2 STORY 098904 700 50 R LL-I F LL o i FLOOR 0 1 I CONC • .5 . DRIVE i I COSTING TOTAL WILDING 3034 SQ rr £8586.G 04045S AND WALKS 3720 SQ FT Z y�-, �� 1 NEW 2 SiDRY GARAGE 1094 SQ FTNEW U DRIVE I L/ 21.0'UMV4 GAIN &11tDWG FOOTPRINT 394 50 rt Q I- < N. 'C I I I I ROIDYID DIIWS 227 50 F- O COIn REMOVE IXLSTG NEW DRIVES AND KS 120 SO FT M U I GARAGE �j 2A6'TO BUILIIING INEW NET LOSS 1:5 AND WALKS -107 SD _ I I FLOOR+23.0 / FLOOR+23.0 W p 1 CAR OMM,C 1-8tl2 i -1- TOTAL WPQMDIIS AREA-7a1 50 F�- Q Z Q (NI o I Q' SET BACKS SOU111 SIDE 15 �' ! LOT COVERAGE CALCULATIONS (1) O J I I •IL: I I LOT AREA-15.460 SO FT O W O LANDSCAPE° 7■l��■ .I IMPERVIOUS AREA-7041 So FT-45.5 Z N N 0I AE W1TH toner 19 / ANCHOR ! GfED1 AREA=�419 rt=545Z IIMEIMINIMMEMIlr "-POLE I STARTED I � 4-2o-u I n I C m ! I PRELIU: 5-2-13 tv 1r 5-23-13 + a I +21.5 25. 25-0' iPPROVAL 5 2a t3 + - g 7 N .. .130.00' ICI - `o +22.1 +..1-9 95% a-10-Is PERNIT: 6-3-13 I vE BLDG DEPT: 10-3-13 I SITE PLAN 12-13-13 6-a-,5 / + i +275 I +22.0 LOT 3, BLOCK 7 EXISTING RESIDENCE LOT 5, BLOCK 7 SEAIFCHECK.Pc FLOOR+23.78 DESCRIPTION: SHEET SP1 LOTS 1, 2 AND THE WEST 25.0 FEET OF LOT 17, i BLOCK 7, DEL-IDA PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 52, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. 25.0' PAUL CHARETTE A.I.A. ------->A. i EXTERIOR OPENING SCHEDULE PRESS RATNG RECO. MR TE61C W1MIG DOOR JAMB REMARKS YAIIL TYPE 901N 110011 PCS REG 11/.1).RASH((All.FII91 KARFOE CLASS ROW 90 8 6 42.63 54.015 YEfA4 PLANT NETµ PAINT LATCH 1'ARCH NPACT 3 65 FR MICR 37 80 49.7 353 YE1K PANT YETK /CROCK CRACT 91 JS 53 E0 49,7 383 METAL PANT METAL URN CRAB ,9f 24 37 49 497 353 YETK PLANT NETK LATCH CRACT ,$O FR OR 37 94 49.7 353 YE1K PANT WEN. 1EHD0( WAFT LICENSE AR 0016279 91 24 OBSCURE 37 49 4R7 ]tl3 YETµ PANT 1E141 LATCH IMPACT 2-23 91 37 86 49.7 3B3 YE7µ PANT 1ETK LATCH BRACT 2-JOBC FR DR 3/ % 49.7 353 KM PAINT AETK (ATO1 NPACT 91 N 268 44 49.7 353 YETµ PANT METAL LATCH IMPACT 9/I 28 10 49.7 38.3 ,ETK PANT 1ETK 1AT01 NPACT 1- 15 37 CO 49.7 383 1(EIK PANT EET/9. u101 NULL BAR IMPACT - - N 91 1/2)< 21 M 49.7 353 YE7K PANT LE7K N101 BRACT • r, OZ 9/23 f»2D 37 60 4R 7 38 3 YETµ PAN1 MEIN LATCH IRI�CE V 9124 FIXED 37 49 49.7 353 METAL PAN71Efµ UTa y /1 -.1 > L GLAZED WOS MO 1100015 9911.BE%UTTERED MESS IMPACT CLAIM 6 FRONDED. 2All OOOt HARDWARE TO BE LEIEA T9PE CRUSHED ALLY.FN91. 0 -1 1 ALL COOS 70 BE PANT OOZE 010(2)COATS 1135/101 CR 10 CONR. w Z L.- 4. ALL COOKS NA MOORS 10 BE SPECFED BY O11ER. ‘:4 y LLl SOI ROI 9ONfS 9PPLID IT MAKE.SHALL SUPERSDE RCL 91O61 ABO.E • f+-1 CC 0 8W CRtlC10R 9VLL FWD 14RST RA P1E01 TO 0001 6 161101E NSTAILATCK I-' 0 29'-,0' 29'-ID' , < C) 25-e' 25-5' } W p 4'-Y C-5' 6-a' 4•-2' Y Y-tY B' 4'-s' S Y-5' E l F- 0 P-1 _� _ S SILL a 36' SILL 0 35' .N . rMy • . INTERIOR DOOR SCHEDULE A -JAMB I I I I I Ir4 { +u u ��1 u u n 4 ® 1 Ll I I I I • J i l m I ,Wj 4y1 • WRC 714E WOTN NOOK THICKNESS 6A LRC591 NATL F1W91 NARf1ARE RFNA06 - - 0 2860 SANS OR 2-6' S-6 1-3 COm PLANT C000 PANT PRNACT - - - OaSONO COINEE'1� 0 Z v 2681E SONG OL 2-6'6-LT 1-3 6 80f1 PANT 11OCO PANT PRIVACY WICK WAT 6 1i080[i-PARS 6-0" B-C 1-3 4" IOm PINT IgOO PANT MOE - ' BEDRM - •T CONNECTED TO MAIN NOOSE Z ZE50 9-FOLD I_-6 6-6 I-J 4' 1KOK PANT I10m PNNI NTNE - BEDRM 2 . - ]O80*311 S-0' V�--�6 1-J 4' NO1 PANT ROOK PANT NOE - 9' CLG - ' In 2ti80 PR0 Z-6`VI I-J 4 COOK PLAIT wow PANT NOE 9' CLG -LE: •1 7 Z 5080 9-fCLD 49-0' 1{ t-J 4' N000 PAN7 110m PANT NNE 3/5'CLC 4• 0 Q 25685610 CR 2-6 6-8 1-3 a NOW PANT WCCO PANT PRIVACY y�MC O J 5068 9-PAS 6-0- 6-6 1-3 6 HOOD PAIR 18X0 PANT NRE 1Y d 12' �, Q. )cont 1FPI10 Z-K" 6-6' I-J 4" 1qm PANT MOfD PINT NONE _ ,In •, E. O ® 3015 9-FAD Y-0' 6-6 1-3/6 TECO PANT ROCK PANT NONE _ _ F. N - ti . 65 3:68 SIO5 OR 3-0' 6-6 I-3/4 110m PLANT BOLO PAID DEAD LASE Cl 1N = N VI O ILI O Wil Z > O _ = g - Q _ f - 1 CAR GARAGE g 8 1 CAR r.ARAGE W La ~ OcD - CLOS = 8' CLG a 0$ n8' CLG z 3/5 C L y _ 5N/R00 - PANT 1100GARAGE FLOOR PAINT 'ACE 84 ~~ I- Z 07 T •` CD - }, PROVIDE 100 CN FAN 4' PROVIDE 1'.CFL FAN I-11 TO4P ENCL - H 17 1Y w = co 1E i BA m�FIC RS 6 rn ' 5U� LIN ¢Ev.-o _ E'4 N Q N 2 f11Y.-0'-6' _ Q r.. YA I S = REF.FTK STAB h$FIEF.FIN. - r, 0.1 O 1�/ __ -Fela IA — FNI O 4•SMOOTH DRYER VENT 1 i e IOW G„F to BATH T •� a'caw BMX • 6 m¢:••• - + W O .e = ORY n I_A Ae 4' 4. _4.ACCESS ' FLDtl6'E"°3n'u `m 5/5-pRYwAFL LJ _ Q e • - 5_4 r. 2"J ? Y-6 A n WM } 4 - R-n WALL GAS Q SEE PUN --.- _ U71_ITY �+ yR/Roo I __ 'Y WH m t I ® 12' X 14' •= ELEV.-0'-6- GAM ROOM I e 36 OFFICE REF"FYI`SLAB = }-- - 24'-4' X 17 0' I 5/6'nG = _ - VAULT2/12/66 G - ® yu'� 8' CLG - ry ARCH DETAIL _ - ro - _ Su e 45 :� ---- R_„aG j W _ - - 1' I ELFE D B 3 `g 1 CAR GARAGE - Ir--- REF.FlN.AIB - O fX - - �\ 8� 8' CO _ - 1 _ Z PAINT GARAGE ROOK - •-NOTE:NO 220 PRE MIRE / `\ • - •j� PROVIDE t00 6N FAN - 'l LA 1,.. 0 = \ T 7 imp C BAR j :(4,42, w `\ _ _ ✓ i / wN[E wALL `\ !' 4W CLOS ,• 4' _ v•S-e / 6-4. 15-6 `\ Y r Y-Y I I\/ -2 ; 12' 'I-- ''''' Q = / ` - I ` II Q I--- Q C I\ it II I IIIII--�-4 n11111111I1 I j1'nl „ �, -- -T I IULI I I I nla lIIIIII i 0 w —- OPEN BELOW = m _ (FOYER coI LLJ >- o - �- - TILE BALCONY — I I •. 0 Z < CI- '� COV BALCONY - I BALCONY ABV 1 I 0 J t Min- ilillTl �_ -WI 11111I1 -L t RAILING 165 0T OWNER 0) ^' O 0 O 11111M-- Ir 4•-5' 4•-S 5-675- 4"-'Ee" 6 Y-6 `STAARTFD: 4-20-13 PRELIM: -2-13 5 6-10' 21' -23-13 A APPROVALS 5-2N-13 PERMIT: N-3-13 368 SQ FT BLDG DEPT'o-u-,J 12-13-13 6-51 3.--i e' 3"-101 6-8, Y_2 5 TOTAL AC 1431 SQ FT 5- 15 4" 6 2, GROUND FLOOR PLAN r 26-,. I CHECKED:PC If cur F• 1/4' 1063 SQ FT SHEET 2ND FLOOR PLAN Al • , . riTlil• ASPHAULT WATCH'COSTING 6/12 PITCH TO BATCH ASPHAULT r l En — - Moll Z 1= a 141_1 Iuvm.,n.nn �, _ i _1 MATCH BOARDCOSTI S W V/ MATCH EXISTING p HARDI BOARD SX1WG 1 W U o r < < x fx = n " I F `` wtw czrnHc Ar J p TH......, .- HI RAILING " 1— "` a N N N N N N N N N N N N N N k cc cuctu acs 6n6 Oc F�_1 UT O2 -- t =1 I -4- WI STUCCO X WSTWC COINED /J O I� T FIXTURES TG MATCH •a.rTt: '-y w WALK WAY i _ W CONNECTED TD MAIN HOUSE •b MATCH EXISTING 10-23-13 - • 'ICJ J IOl/S-RAISED STUCCO BAND �I m BANANA TEXT STUCCO n I I IN •o U. v G` 11=®_-AIDNN OHD Z ♦ --- BANANA TEXT STUCCO ' 8'SIUUCD Sill -, T lu JI of Iol TIP PANEL DOOR p a 1-4 • SOUTH ELEVATION WAISLT WAYOVERED WEST ELEVATION z ♦ 0 fg Q o VS _ W ? {2- 11-2 cu U 1--1TT z M t ~ Z Allhkz ^ W2 EXTERIOR - t t E'e a}if N U TYP El Ni_a N u MULLION DEATIL INTERIOR FA-T o d . O N.T.S. U Q • 10 PTA 6/12 wTASPHAU OI o6rnN T BATCH IDOSI,NG N 4 U 1. 1 _ ... �AT�H w,IR,. _ - - 1- 1Y�� W {— LJPVC EtOsnNc '�T TDECOI1MTNE SHU1 C QV, 1�11 1 •I P`IC �-/ " I 1 ( 1 o I— W HAM BOARD SIDING w ` V7 COI /y VI n n n FJO WATCH STING - LT- W >- 5 -A- _ BANANA TEXT STUCCO O Z < N 10-23-13 MMMM LT FIXTURES TO MATCH ETDSTO O O LEI 11 11 O N N - 0 O ■■11■ -- COSTING CO.BRED COSTING INCOVERED :, ... [ I U I1lolfol WALK WAY �- 1 �l I 1 0 WAY m CONNECTED TO YAW HOUSECONNECTED T]WIN iTl15E •� 6�RAISED STUCCO BAND I �]� 10-2>-13 (R�: 4...2D-13 — li' '1I II II 11 per- II II II II '1- PRE11Y: -23 5 23-3_,3 _ •—wwYN OHO 1PPROVAL•6-23-13 TTP PANEL DOOR B-3-13 ---- -y41 ,- --_ BLDG DEPT,10-23-13 1 12-13-13 6-6-13 NORTH ELEVATION • EAST ELEVATION CHEr.m-PG SCeI F. TX . Z A2 45- LAR0016279 ARETTE A.I.A. RAILG NOTES: 1.IT"ATOM.NINI$Sa RAUC 5 ILvOO)10¢s5T A ZOO FOXE APHE° AT NW NWT NOC NE=MG TIP DDOE VP \ 2. /lt500 PINING MOE mats WM RamA HANG RAIL AmSS�Im®E rot HtnC �� r.� �.' } SNSTLCIO1.2a0 VTOL 2" `�R`�i vQ`� _ ' R 3. RYA NC It IWO RH.RECUR1pIR 1111 NE APNGSE 101115 FSTNLA1101. 4. ■ '�Q'a '° '""°5 2 x2"ALUM. POSTS m 3/4' o_ r STAM e 5 DA.not OM MOOS DECORATIVE AIM.PICKET F-1 Q TD RE.XCT A 4-SPHERE A A A A o CO w A A i ~ ANCHOR DIA.EMBEDMENT TENSION SHEER a' DESIGN BY COMER ' 1--1 J 1/{ 2- 1541/ 1440/ n 5/15' 2' 1852/ 2110/ 3/5 5 4025/ 4018/ 1/4'PLATE W z 5- '5254/ 2- 5/16"2.5" WA GALV. o G_�J lfc_? � o CA/ V� i J O 1.5" GRIPABLE RAILG RAILING PLATEo C) 34" HI STAIR RAIL FROM NOSING - 1-„, 1, W g - rn W/ PICKETS TO REJECT 4" DIA SPHERE mNCBumNrE-1 o 4 HI GAURD RAIL _ _ U ♦ EN TYP RAILING SECTION a z z • z 0 -1 J • 1-4 a E DRYWALL E4 o OVER PLTNJCO Z ♦ > 0 x)sa WaaD RAX 0 ^' Q O T CEN CHANNEL W W =Ct 0 LAC SCREW E.., D 40 F- z U CO X 4-NO. SOURHET01 PINE CC-moms LATERAL BRACING SCUD ROO OR a 1--1 11 AT 5.-0-QG N/(2)So NABS AT FA ICL INTERSECT F ID 1- Z BRADNC!HALL BE RESTRAINED AT EACH END AND COUNTERSUNK co W = .- _ 20'-0-INTERVALS. MATCH L t 5/5-LYP.WALL B0.TO UNTt E CONTRACTOR TO VERIFY MO NTING BASE __ E—` N aCNI L CC PRE-ENCNEERED NO.1RUS5 AT 2{OZ.MAX �Z C') N O 5f W N 0 14 O ASPHALT SHINGLES ON SO/FELT T24-TAGGED M S/tI'EXi.RYTO OVER P!E- '.�� M a ENGINEERED WO.ROOF,RUB HAND RAIL DETAIL U SE ROOF PLAN FOR TYPE reC"' CTCR AND NUMBER CC.FASTENERS / •��1I1 �� FUR HEIGHT .I ••:••••'11�1�.••� +y I \ •-30 SATT i'-� • ADON MEAL asp ' BN1mFRs sPACD TO FRE ENT al 1-%2- T-% P.T. PASSA4GIA E NAlORA ff 4-SPHERE P.T.NARPR (T N \ O.FIRE STOP , APFRovED RAILING 1 1 ,) FI0132.h VERT. 2-x 5'NON 35- J{AB01E NOSING FASCIA. ff iRFM , 5/5-STUCCO TO UNDER90E NAPORIA 42'ABOSE STUCCO SffETT N/Y I I Boom OF TREAD . 30 I FELT AND PAPER BACK LATH PVC L'ONLSC2EFNFD VENTS HHETE7.AS1'05TROI\ %'III 0 EN 1 X 2 STRIPPNC.10 at EN AT PRE MC MAX.7tED T1D.TRU55 AT I I I/I I� 24-GC 4A PLAN. BEAM.SEE ROOF HORIZONTAL JOIt1T REMFORCNC I I I _. EVERT OTHER RUN SIT w IV- I�.... 0WI— SII/C0 FINISH ON 5-GONG I I �-. O YID U BLOCK WALL SEE EXT.ELEV. IX 1 I. FOR TEXTURE. / f II: Q Q 0„,PINE.-P.T. WALL BOARD 'I 'II,� //rr�V ON 1-%Z-P.T.NON F1xdINC V LLI d' Al 24-GG W/R-5 INSUATION I I' TREAD IP_IjJ10 2� } CO nl K NEEN. A1T'RD1C 1-FLOOR COrESNC 2-5/5-CIPSIN LLI >- O ill WALL BOARD. O z Ct ROAD sue sIRSU1 TS12 U7 0 sEE PLAN F TOM ER m sAB 2.4 TEE 1 UD�N000mm ��OKI N me 0 0 O © FINS AT t2 N N 0 -0 COVERED PORCH WALL SECTION STAIR SECTION alk STARTED: 4-20-13 Mr PRELIM: 5-2-2-13 5-23-13 1PPROIM 5-2e1- 3 PERMIT: 5-3-13 BLDC DEPT: • CHECKED:PC SCALE: 1/4- SHEET A3 ELECTRICAL RISER DIAGRAM ELECTRICAL SYMBOLS Loo16279 ARETTE A.I.A. NOTE: EACH BEDROOM TO BE ON SINGLE AF "A" 0A0TP122'OF.F. sNaEPOE Q P °N AOC ® SUCKE DEECTON g ELECTRICAL ETER UNDER(BOUND 4RWLE OUPlEX0tEt2PTAQE SWIT01 DEDICATED REQPL SWI10H EIREAfa1i BOTH BATHS ON COUNTER/GFI B SERVICE 50A Ch x AT BASE $3 TRRFEWAY ® ATIYAFF. (mh �' OSCOBRECT 0 P0410 NEC 440.11 1 1/2'G MLO yy DUPLEX RECEPTACLE SWITCH O HVAC O w,LIt FAN Ewuusr ELECTRICAL NOTES w/ /a I AT Er ADV.CWNTER 4 FOUR WAY THERLOSTAT w/at w/a ucHr FAN L COCOA= W/IOET IRS W.➢E IOGIA01 OF MID SWL IOAE NOTE: SMOKE DETECTORS SHALL BE 4" FROM WALL, 3' FROM 11/2'G p ETA* ASWITCHOI000 Q WT60 FLUORESCENT EXHAUST/LICHT Yf>8 NO TICS AS im1I4 w/0#3/O FLUSH W FLOOR R RHEOSTAT AT 60'A.F.F. UGHT FIXTURE FM 2. NL I.E SWL E IR.CO+E1c 1Mm WO=DI..x BATHROOM DOORS, AC SUPPLY GRILLS AND CEILING PADDLE FANS © 150A IL WXF7 RE IPTACLE SNITCH TBFR ONE OUILET INCANDESCENT IIOHT LV DOOR 2P L GROUND FAULT ° DW11ER v AT 12'A.F.F. ¢ FDCNRE MGM D. Q RF1FAg 1 WIDE IEgIIED eY 00.aIIS SOtMO'.NO I®ER CCSOICRS r$ WRF7WEQPT/�E SW 1CH $ TEIFPMONE CUTLET {Yj}-1 W CANOESLEN7 11GHT (y� VOWYE SNNLff GOWt 6 Lni•,AIPAOR T�• TOP REG SWITCHED S. 10:1ID (� FW41 W FLOOR FOaURE WALL_YH70. `I' CONTROL A ALL MANCH 1015 M R.a.AT 11 NM IEWLC SEAR."ac SMOK CTOR NOTE 1 =MA E R.121AY ISTA11A105 11W=ER 0*06 PROt W 1011010OL J DUPLDWECFPr/�E ® sEwwtt SPEAID:Fi .+4 3"w HAT $ ouADRUCAL N SIDE 55100 RS SHALL BE CIRCUIT AND ED w wAtIItPRaaF I 1�1PAD ® IN Ctfi eF a.G MOUNTED $ RErFPnG1L a 10ST ALL C.S.0 S NO BEMTIS UM EOrNOIT WNAFACLIII SPECOTADO6 TT1 NEAREST ARC FAULT 01LNE AND WIM /Cu to 7. PROOE�¢T SIIl01 6 s�AS RFAR➢R 10A0 AM W6 BATED'DAMP. NTERO:MELT TD ALL �� God. N 10'Cu A' OUPLEOWECBTAt1E U .MNG110N SECURITY yy''ryry w HAT I--i LED LIGHT- �_ OTHER SMOKE °EIECIaS SO THAT ALL INTERSYSTEM BONDING Gnd.Rod&CWP '�UC UNDER CluWTFIt ❑ BOX L1CHT5 id VAPOR PROOF IWia UNDER CAD. Z I- I. AWOKE NOS-R® P R AIR E COON RT SWE .AT AID O...NO AT TILL SOUND. P001 DOOR F . Q PLANS IOT 1509E E101=ST 1.1.9 PAWL A AS PIN YAIIFAC➢A.IIRMSO/WA06 Y BUT1aN Q EIELL > NEC 250.94 BONDING L IR01FE 01 BF.V.S FIE NI 9AAIO WS.CAME C DIMEP. ADS AS MOO PIACI EF W Z IL. PROVIDE INTSYSTE]I BONDING TERMINATION I 0 NI EIE0W TS1. UM NO NnWI0 DIAL SE IL APP100 A O AS SDFL®O TIE➢. ACT FCVIE B FOR CONNECTION AND INSPECTION 11. PROWS ESE-I.D I LEPI0F OIIES AS S IMS CS OSOCAL RAN. 0 110 ID 0E RE-MA E%WILTS Sal TABLE OM E AS R 01 RAWL E"_ _______ E-4 J O IZ MOWED WWS SWILL MAE MO WOE ALA I ORE(ERPN0ES S2 u N 531001.019M 100s NO eA➢Im0 0101010)IE51W 00400 SPACES C..) >". 0) RINL E w PROWS=# G W ICC VU- 0 H ALL OAT DOOM ONO COOLY ION AEC S2400. --� �1 O IL SIRE MECUM 9lUL E COIN¢®ID 018 W BAIX IORNG OBIS MEN] �_ �_ �I V) _ 0 G I O1U. HATE O WRAI.IATERr R1(YaP.ffEDIa6 SOILS INC. /�� PHOTO EYE TIMER ® PHOTO EYE TIMER PHOTO EYE TIMER Fri NMI so AU.MEMO wEo-x.�c -SW I �1 4 it I.L' �i i WW a. •tl i I T4 la aI Aa 1-+U-1 • n IL ROE 1a WIN¢0005 00.S)®L 17.All WILT BOLS RR 0011*15,TI MEWS.W 1¢EAOENOS ETC II AF _ S RATED WALLS IASI E METAL W UL PA.RN TEE M OE 10N ICE SATED COISIRX OLI If Q, IL ALL tLECWGL IOW W LTAFaII W 11E MOW/o10101 L NO On A BEORM 2 AF MASTER ``, v . It ELECWOL WS0ALT0l W WFOM 11N s1Lm1M R 20085 RR o AF AF \ `\ Z • AY AIFRIOE MOOD I6TAt1AIa1 /\I EXISTING COVERED dTIA� OC Wa 4*10 ALL Caaat IDS NO WWIF]IT 1CTMI11 MN WN aR.➢IAOfS W NO° \ ` I I CONNECTED TOWALK'IWAIN NOUSE �r0,tp OUTLET W Z Z CO/ICS PR T TO FAIWICAAOL 16NUA1OL I.E.g. 1 S9 -� AF \ \S aNO CURET Q 5.MECWMN COI0ACRi ID 100Y ALL 104C WIT W.EGm511➢I INAC 1 , ` .\ -0 `N' ( PHOTO Lt O 1Z CORSIC N POW W 161NM,➢OL ALL Aa OM W SAW USW/BFN.S 1 ��L\\�� E a ALL E1ERi LEER awls NO OSSaIEGa W E APPLPF➢II EPWI. / --� \ j ' ` / \ WPie WR 1\ -_'Ii\ I ZL NNW 0 Sff 91A11 E/S4 A6.6AA,01 Eat EYE f Na 9W11Y . ...IA' \ SRAM E 9AM µ NO LLOOR MAD.E WIC NL CODICES IN NO SYNIEA rF/-1 wYEsmlENowaRwuESALA100100 SAT EYgDwFYEAR10EDa 437 //j Z''''''' 1 CAR GARAGE\ 1 CAR vARAGE rzl w SA MOAT LOCA➢IW NO.0 DATA AE 11.0 SPIN ro1Nml 001 TOW AROIEDT AT 11E OF...O M.ISSI SN11 SO.ALL Fai1.T AW PAIR SOS NO SW/PROLE WOOS AR*000 0 WOWS W SAT J8 COO➢16 IS.INK 010 FALLS�M NO 23k GAINCE NO MENU E0((QV PMI1LT �`�MALL CLOS 8' ® -/ 11 I�-+ co L El D ID A USE W DOD SENDS 01 a11EOPW. ,,, / t'�I L.11 y // U 17 • D.ROWE 9Y_IEm.Ic5 AT NL A/C CONO3S06 SIE1000.1m E1311.1 3 I- Z �. MO.,,um w.N1 N. ` UN UN ''0 `� W = DO t a INN 010EIC,L SEM.10 9AI➢IM W E 1M EGUIG ,� [� U N U `.i y 7 L IV,E ,` 4 ® 1 �-it. i f1 r E-' Q N O I NMI I ai.> 42) LATH(Ci„'a / 9 T 9a st W o LOAD CALCULATION PANEL 'A' DRY .tha,o rrnc� ... 69 j$3 c EO c•As ><.I of CM omsaal MC „N[ fora '"�T \ [I - IWH r�, Q .-I 2IKOGENOI.LN F I cuL�.N» ,. 40 00iri •WO - wiC r V Q o.., m u 20 NO,. I� I 9 I I OFFICE 44 10 1 1l II NO �� 1 I I �� 's1` ( is Is meson N.N 01-,o`�(1ra u .....\.. 1 J \ I t/rl7�` AF a , �� f_`_y_ f� 1 LANDSCAPE BUFFER . 21 /JIB, T/� �" 1 CAR GARAGE -� YD.401111 PION. GaM ICAO 12 tOE)wmu ` `\ //1� L\` /" f, -- ' (at AC WN ESSOM NO WS003O5 TRU DC \ La NO w/KAT NMI •60 N ,a➢ _ 6a `\ V �`� .7 OaI Wmuc aS PO O.T. J� N \O l'- _� yw.v 12. N. 2 12 12 I. C8 Asa ! I I UN •�t �}�� wPat WTz Q $ Sta..uAr.N.Az , Pio° i€ a "NS - BA U'NEW METERal U 007...DomncconAL luao '�� \ GAMEROOM` AF - • ..,R J CLOS D((�j). / �c«D OUTLET M MST / ow f ` ----- \ {i-\ x -� j (},RELOCATED uETER J '�••001' ••O ,••p • fib�% / ��YL'/ •\ 10 SESIIm /• lY RELOCATED METER w I� I� ,{:wTtY • - VP 1 Q = P ROWY q�p $ a a � = U ..Oa...la \` J / 1-i 1.1 [mil n.•. flfl jol la \ i i rSl I i •.I� Q 1- Q �� wPat - _'%/) \ I wPx wTx�� - _ I C7 W TTitu `t � > - -- 1\'FOYER PHOTO EYE 1 �- CO M I - ��. COV BALCONY I\" � BALCONY ABV I W N______i I i J NEC 422.31 For permanently connected appliances rated over 330Va or 1/8 O hp, the branch circuit switch or circuit breaker shall be permitted W m to serve as the disconnecting means where the switch or circuit cV (V breaker is within sight from the appliance or is capable of being IIIMMENSINIIIIIMIIMI locked in the open position. The provision for locking or adding a STARTED: 4-20-13 lock to the disconnecting means shall be installed on or at the PRELIM: 5 2-13 switch or circuit breaker used as the disconnecting means and 5-25-13 shall remain in place with or without the lock installed. APPROVAL:5-2*-I3 PERMIT: B-3-13 NEC Article 440.11 The provisions of Part II are intended to require disconnecting BLDG DEPT: 12-13-13 quipm nt, nle cludingimotorccompres air sorsdi&controllers de rfrromation the GROUND FLOOR ELECTRIC PLAN circuit conductors. 2ND FLOOR ELECTRIC PLAN CHECAEk PC calm F. 1/4' SHEET . E1 FIXTURE TYPE WATER PIPE SIZE NOMINAL SAN.SIZE MAXIMUM FLOW RATES PLUMBING NOTES: PAUL CHARETTE A.I.A. WATER=SET 1/Y J' la 0PF 1. AU.CHANTY IR0S SHALL HAVE A SCE OF 1/A'PER WEAR F1EET Umomi sec TCRT i� 1/2' io�aPPM PAS("THEME H rrtn} REM VILVE —— I. cwSHALLSHALLrnACTOR s way OE I No WM AS _.—� BC TAP Ts TO Q f SETTER A1104 PRCR T6TRUCTIOL 3/e.COADEC ON ,nTF•N I WASTE I WS m i Elm AS\/f p'PPFR PRR6 L VERIFY SIF:LEGATION,F]EVA11O4 AND CCNNECTIa1 OF SANRARY 2. NO VIXf SUOLS SHALL PASS THROWN ROOF CROCUS / �'.' WEREBRANCH FIXTURE SIZES g OF APPI1cTaE)MCI WATER WAIN(F APPLICABLE)WIN mo .sa AITAQW ro EJPOSED .. CITY(CR COUNT)PRIOR m NSTAWNC ANY(F PIPE. o vom PP,NO OOEJEE 59M1,0•1111.1[MI 10 S sa a urancN ff aux CUTS SHALL EC N UV J. PROVIDE A CLEW-M AT RASE OF ALL WASTE STACKS. rM C0EVNNKE W/OGEE SNOAEIE,TUB e- ��JJJ\\\ 11�� 5 PROVIE S'PT STEP W/SHOWER PMI PER CODE 4. A WINS OF CONfIM1NO NQIEA4D REAMS BY TrINSEAL DERTROW PLOWL EA PROVED S E CAUSED s PROMOS CIRAR F znAEs T P.SEE 1Nams PWE®NG s E s RE REaWan N ACCCIEIAMS Nn,Fae SPeOF11 a SPRmsx LICENSE AR 0016279 0 �/ R NITS ALL FIXTURES AID FITTINGS m BE LOW FLOW PER FRC 2010 a ALL 7UR/4rYt VALVES SHALL RE urn stun REva0Aac� 1 7 RtavE wAhR LEE m REF. .�®iuv VON PRIMAL STCPS NAAmEt RauE alloiE PLATED J L a PINCER Roan SHALL MERV=MATERIAL Z ....s.= :>- 2" VTR 7. PRONTO RACN FLOW PREVENTION COACH AS COMBED c_> N TABLE MOW Z Fe 3/4 NOSE THREAD IIIIIIII�IIIIII�IIII 1� Q VAL]la1 BREAKER a WATER-IWA101 ARRESTERS SNAIL RE REV/RR Iuac > IIIIIIIII`I 1 (VANDAL PRIM) MN MI I �,,N LTD9O VALVES AS PER F.E.C.P-8W9 O —II✓/ ,.N a THE WATER NEATER RUPEE VALVE asvEARCE PFN6 P.e W z E'' �� I Ea•..., w �—. x r m raaE m Fay a sa z, E(�' la SHUT aP VALVES RUST BE 1/e TURN BRASS&ALL.ONE OPE 1.-/ —IO LAVIr @RR NM PR HOSE BIBB DETAIL •IIMINITS WSW MC.M_.. N 2 >- N.T.S ORavE�AMC e..n PLUMBER TO VIF 1" WATER SUPPLY w E -J rn • CO Rove Easaun¢ETPEEc SMALL COP,W/rRPA?O. u) O I EO ELECTRIC WATER HEATER x = 1 ♦ H`nn WC PIPING DIAGRAM NTS SHOWER ♦ r` 3" VTR 2 3" C4 • .-. • Z ♦ SHOWER LAV 3" Z J 3" El a E o WM WC 3" CO 3" CO Z ♦ > °o Gi ¢ o 3„ 2" ••r•l I i 4 1 III i fi la NI 1l Ili nl I!1 ley W M BATH a z D a)LAUNDRY BEDRM 2 MASTER '"' I- Z o 3" co W = El ,t- N i w NCI N O U 2" STUDOR Lt4 O JL M'STER BATH N 1 CAR GARAGE 1 CAR GARAGE U W/ DISP r CLos 8' •DW CO — Di et 2" VTR BA UN UN w 'E J;a:• _ ,TES FLOORS a RASE_ M3" VTR I..I A I =ni BATH('J)_. In r TO SECOND FLOOR u� • / u — VLICELi wH] Q ` in U UTILITY .>< r----- 3' —1 L� I i---- ,, ) In 4" I i IOFFICE .. W J Iri rrT.m WA/ C7 �(~ W �- Y —___ 4" 1 CAR GARAGE Q Q 4" TO SECOND FLOOR Gl-- rl O W CON - 4" >-- COIn M Et W }- o y" I— ��-- 3" 2" STUDOR O Z Q N 2' STUDOR ---� err 3" CD ((1) O _i 2" STUDOR ---- CLOS =(0)I d Ems�, 0 W o N N 0 TO SEWER TIE IN 3" I. . ___== it 14°" . STARTED: 4-:0-13 `` • PRELIM: 5-2-13 _ s-z3-13 LAV 1 �JI UI 1•I h �� Imo■ ---_1—I 1 1 ICI 1� *At nun uri:12_13 u I 1 2,. 4„ I —J 3" ..-. 1 1 WC CO .„-- .-- OPEN BALCONY a I I BALCONY ABVI 2" MAIN CHECKS):Pc TUB PLUMBING RISER GROUND FLOOR BATH 2ND FLOOR CO i GROUND FLOOR PLAN SHEET SCALE: N.T.S. TO SEWER TIE IN P1 A • REINFORCED CONCRETE TIE BEAT(SCHEDULE SIMPSON CONNECTION SCHEDULE PAUL CHARETTE A.I.A. CONCRETE STRENGTH=3,000 PS TRUSS To IE COMECON tams TO wrn o FRAANG @YELDOI S1tt1 REBAR STRENGTH=60,000 PS 110TO STRAP LENGTH TO BE 051T1 wm BY some BOTB STRAP 1n1GR1 10 BE OET000.41D BY BALDER BEAM BEAK BARS SHEAR REINF. Mm6L WA IC 1 PLY TRUSS UPLIFT 1 PRY TRUSS Mr( LatovE 1T•reLimeT. MART 1 PLY ROOT MKT 1 PLY TRUSS OSrT um..n A ' SYMBOL SZE T M B TIES REOUIR'D EET415 A T-A 8x12 2/5 2/5 AT 48.O.C. S-100 a 1 1/2 1450 7-16d 1450 135 fIs WISH T4-im 1 1/2 640 14-10d 1000 770 660 4)0 0 12.0.C.MEA16 A 9-01 a 1 1/2 1450 7-16d 1450 335 635 MI96 A 14-10d 1 1h•60 14-100 1m0 730 B0 IN CORNERS YaC T1uUaP PPE WOW/ 2u uIDW.ewAo4:o •T.B.0 ENTIRE PERIMETER SHALL 1EAZD A 9-10d a 1 1/1 1450 7-16d 1450 335 615 UM° ® 14-10d 1 1h'640 ihtm 1003 730 660 Fr-61 a*1�W 10:TA24 A 9-104 a 1 1/2 1450 7-161 1450 335 635 MT530 ® 14-100 1 1/2 6a 14-10d 1000 730 660 PROwOE anc w/a-m MANS•NRIDS BE.T-A-U.N.O. • 1/6' •B3TIOL O®REPEATED• LICENSE AR 0016279 SPACING AT /I�/21 ��NTTR+At_t ie• TYPICAL BEAM SECTIONS ® h 11mn PANEL fETA16 10-im a i t 1605 9-16d 1610 335 730 ® 16-1m a 1 1/21450 16-Im 1450 1245 1245 EDGS i„6 ..•r ABFACATED MOM , g UAm A 10-10d a 1 1/21005 9-16d 1610 335 730 11324 A 16-1m a 1 1 1450 16-1m 1450 1245 1245 /Ai/II j /F l TRUSSES 24.OiCENTER ' h /IW ' I� //.A s¢R� IIIIIII �T�4 ® 10-1m x 11h111OS 9-1fid MO >JS 770 MAW ® 16-1m a/1/E 1450 16-1m 14`A 1245 1245 r, O cn s aB'EDX PLYAOODV SHFAINWC RR ��• I j //.J T-A HEETA16 T8Dm66 SPAN 224 `'�I' �IIj //i6 72-im a 1 1/27115 11-I6d T115 335 730 r pG(SI ASCOT CA ugyT 1 r \ AI ...//E 1NETA7D 3 3 4' IG-1 Q j , TYPICAL BEAN LAYOUT FOR ® u-too M-16d vas ass 73o MGT A / s/e' 3966 1--1 /j-//.el HUM'''. 35 N 2-3C > J I REBAR AND TIES IN SECTION. A u-10d a 1 1/21135 11-151 2215 335 730 HGF2 ® n s 2/v / 1m60 O PROVE y1gOp 4010.1144„�� /' I' 16 4-1/4'z 2 1/4•TAPCOI 10 OW 6 9/W r 2-3 4' S250 W aC BAG:!K CAME ENC \ A 7-tm 660 4-1/4'X 1 3/4'TAPCOM 10 COX. IST-4 / /y ML SENT.//tm MANS O \\ � I/�j j NOTE: 03CEIF LINTELS OSFR MA2ORT OP01i6 MAT BE F00ED•BT 6'1'4 Q' Q 4 o.EA S16E 5 SEA11 \\� / ��' I W DED"Em0fB4ED 1IIW WET AO—INOOIS/1 RELFOUP T°. 'TIE rr IN NOTE:ALL TAGS TO TRUSS 03 E0096 DE9OEE or TRUSS MNAIFKBYER J 0 rTmuL�rALF (SEE 1 �� 4�'��Ijam! TOTAL tRAaG `LATERAL BRACING DETAIL N�Q®fOLBA5 �F DEEPENED IBM 184 FMEGAEAotSQm6T [� ¢ 0 \l / SEE OETA5 EN NTS OF BEARING EACH MOTE CONIECILES SMALL NOT BE LCiS DIM 21T GA ARO MUST BE DICE COA11A U TJ } RILED r/2-16d MATS O \ '.. �=� WS SELL E J .4- EACH 1RU4I/IC SPACE AT PANE 1•� ,•\`\`�I v�. I••/ I- J Y.>7 \\\;\\% PANEL EDGE AND 4NIFRYEDIA7E s.FFOEr - = O ��RA�wQ�B{�A�M� 750 14-4 I ¢1£PAt INKS NOIFC \ FIRST 41r BACK (2)16d NALS EACH HEWERrt;TBOITCY OIOf61 WSiMW A 25•-g• A v •- REFER g�i6E7DD0 TId1SS EMOMEII 40 PLANS FOR EXACT TRUSS EDCAIIOs ALL ORDER TRUSSES SHALL HAW A IONWW 1 THE TRUSS 41.6*5 _ fMOKR¢RRG�DRAw•1C AlON01 418 00 BENEATH THE GIRDER 71ESO1 in�EM MO O BE A KRA ANCTW I06 IT u�1Wf F�LOCATOR)6 Q 750 Qj • �` S10A0 BE 110EDIA1EEr NOTIFY ID THE AW]FTDT.IT O WM RLSPOtS0URY TO MOIFT THE ARCHITECT M -750 (p YREONG AND INWRS Wale FOIL OF MT CNAMQS CO MmF1CATIOIS FROI TIE ARO6TECRRAL LAYCUL RE MALL - o In 00 SO L W0 THE 1815 ENN16EEETdd9O PADCA2 501SS W NLFACIUER SHALLALSD LABEL ALL U1405 v Aim UPLIFTS 01 PRELAGNART MISS MAINZ SENT ID OR O�TI T-A T-A Z TRUSS MACHO NORM -275 I 1 .. s( {: 1 i, -275 Q1�. Z • I. MOLD BRACING 010 EE LDCARED AT NO MILE THAN C-C oo. REPEATED AT FADE ENO CF B:IIDING AND AT 70'-0-N1ERYAL3 00'1ge49 CD J E 2 ROTTEN Rom LATERAL BRACING 91D EE 10CA11D AT No MORE THAN C-0'ot a OI B0T1ORO LATERAL - PROD TRUSS '- O Q. R OA BRACING 9401D BE 0.0110 THE BOTRL 0m0m PANEL PENIS%HERBER SECURED ERNE SPACING PERIM 1 OLIRUOS 50TTO1 010m,LAIERL.BRACING MOLD EE W11ENUm5 FROM ONE Elm OF THE BUILDING TO TIE OTHER MO SHOULD O.FAAP AT LEAST OE TRUSS SPACE FOR O1NOMIEY.USE RL raC GRADE MARKED LUKEER • PLAN VIEW - U NAILED ICH A UM two 16d MAILS N ACCOmLAE NIM NOS QOERA.AT EACH COYELDON INCLUDING . O RETENEDATEmsEs TYPICAL LATERAL BRACE SPLICE -�� m-� Z fg Q r 4 ALL 51RUCRRAL LOADER TO BE SOLIDI/EMPIRE PILE NO 2 OR FETTER B'"°°G "'.20°P'"°""") TRUSS RAT RUNS DETAILS PLYWOOD NAILING DETAIL NTS A ® EW-1 Z I— co 0 1--4 U 5') I- Z N W = —_ IF*Mt -1 EE a N _o W N 3 3 iiiiI Q 3 C� 2 i� T-A Y U Q - ACE I� �. _., ;2 ; 1 m T-A -1450 . , I A..0 TO D60 ;, ;1ATM •�ENt>r MARS wn `4 PERmacs a 02 `\ % •�2 .\/ 1 Ail.. I��/ NEB NOAm6• G 3 l (1. • , , •�i•I��i•�•t•�:�i•I •: - a T-A Ct 01W46• AS fR ALUM BREW 01030� `N. I = 2 1 2 3 Q LATERAL 2 t ^ U CROSS BRACING DETAIL ` . -1450 •Hata 10 BOY PUB RR=Am NTS N.•OANnL MACES 10 MSS N66 G 2 W,.'.CF 4 3 �• \ s �\ •� W 11 2 A Q = 2 1`I/)2 �. 22\22\` t ® T-A j/' VAULT 2/12 CLG \\ _� CD W ,_ 19/3r MCC PLYIIOm CEO=10 R65S5 r/Sd MANS AS PER MKS 3 2 3 2 3 `� 0 W )- 5 2 ROff FFAII•IG NANIY.SCHEDULE L 11 m I�-'`�i • a'� i - O Z � 06 MAING FOR 2DNE i lm NAIS AT C QC.AT EDGES AND 3 3 -1987 • ':j T-A = }T_p -275� J AT C 0L AT INTERIM 1EIQERS _ -, Q W CO MAAIIG FOR DOE 2 1m RAMS AT C S.C.AT INTERIM -275 , ' N N UMBERS MD AT 4'DC AT EDGES (""°'EDGES ""°T°°GES) ROOF SHEATHING NAILING ZONES -13 MANtm RR TOE 3 1m RING SHANX WAS AT C QC. A PRELIM: 5-2-13 Al0 INTERIM MOWERS AND AT c QC .EDGES (4'FREN GABLE EDGES) A -275# 4 PRELI: 5-23-13 4-2 13 -750 APPROVAL•5-26-13 A «_ 750 AI" a -750 PERMIT: B-3-13 • 750 A -275 Mr BLOCoEPr: E ROOF FRAMING PLAN CHECKED:PC SCALE 1/4' SCALE: 1/4" = 1' SHEET S4