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HomeMy WebLinkAboutItem 14 Second Reading of Ordinance for Ocoee Landings PUD - Substantial Amendment to the Approved Planned Unit Development/Land Use Plan (PUD/LUP); Project No: RZ-18-09-14Contact Name: Contact Number: ``%/ ocoee florldo AGENDA ITEM COVER SHEET Meeting Date: February 5, 2019 Item # /A1 Reviewed By. Michael Rumer �t Department Director: Ext. 1018 City Manager: Subject: Ocoee Landings PUD (Planned Unit Development) Substantial Amendment to the Approved PUD Land Use Plan Project No(s): RZ-18-09-14 Commission District #4 — George Oliver III Background Summary: The Ocoee Landings Planned Unit Development (PUD) was approved on October 20, 2015, and consists of a mixed -use development consisting of 9.15 acres of residential and 6.89 acres of commercial. The residential portion of the project was approved with a maximum of fifty (50) dwelling units. The typical lot size is 50' x 110' (5,500 sq. ft.). The minimum living area is 1,400 sq. ft. There are three passive recreation areas with two tot -lots proposed on the LUP/PSP. The subdivision will be un-gated with public streets. Per the approved PUD, the four (4) commercial lots will have access on Silver Star Road and Lake Johio Drive. The commercial portion will consist of 6.89 acres of C-2 (Community Commercial) uses with certain uses (Automobile Sales, Hotel, Motel) excluded. Special Exception uses allowed will require a Special Exception Site Plan approval before permitting. The Future Land Use designation is "Low Density Residential" which allows up to 4 dwelling units per acre. On April 19, 2016, the City Commission reviewed and approved a non -substantial amendment to the PUD/Land Use Plan for Oak Trail Reserve PUD. The table below references the future land uses, zoning classifications, and existing land uses of the surrounding parcels. Direction: Jurisdiction / Future Land Use Zoning Existing Land Use North City of Ocoee / Low Density Residential Single —Family Dwelling Single -Family Residences "R-1 A" & "R-1 AAA" East City of Ocoee / Low Density Residential Single —Family Dwelling Single -Family Residences "R-1 AA" South City of Ocoee / Commercial & Institutional Community Commercial Vacant, Retail Commercial "C-2" & "PUD" (Dollar General) & Water Retention Pond West City of Ocoee / Commercial F Community Commercial I Silver Crossings Publix "C-2" Shopping Center DISCUSSION: There were three (3) waivers from the Land Development Code that were approved. First, the Applicant received a waiver from Table 5-1 Permitted Use Regulations to allow drive-in restaurants within two hundred (200) feet of residential property. The reason for the waiver is because of the mixed -use characteristics of the PUD, the residential lots will be less than 200 feet from the commercial out parcels. The second waiver approved is for the commercial building setback of 50 feet against residential use to be reduced to 25 feet on lots 3 and 4 only. Again, the mixed -use characteristic of the PUD makes for a more compact development pattern. The third and final waiver granted reducing the PUD 25 feet minimum building setbacks for the residential portion of the PUD. Staff supports all waivers as requested on the LUP/PSP. The Developer of the PUD has brought in KHovnanian Homes as the builder of the residential section of the PUD. The builder is requesting a change to the front setback from its current 25 feet to a reduced setback of 20 feet. The request is to provide enough lot coverage for a popular model home which will upgrade the community. During deliberations at the Planning and Zoning Commission meeting, a compromise was made to modify the request from a rear yard setback reduction to a front yard setback reduction request. Issue: Should the Honorable Mayor and City Commission approve an ordinance for a Substantial Amendment to the Ocoee Landings PUD Land Use Plan to approve a front yard setback change from 25 feet to 20 feet? Development Review Recommendation: The Development Review Committee (DRC) met on November 07, 2018, and reviewed the Amendment to the PUD Land Use Plan. Staff discussed how the rear yards of the lots drained and if it would have an effect on properties to the rear. The applicant provided that the lots were approved with "A" type drainage. A drainage of this type has the water run from the back to the front as opposed to a "B" or C" which has some drainage to the rear. When the discussion was finished, the DRC voted unanimously to recommend approval of the Substantial Amendment to the PUD Land Use Plan for a rear setback from 20 feet to 10 feet (original request). Planning and Zoning Commission Recommendation: The Planning and Zoning Commission (P&Z) reviewed the proposed Substantial Amendment to the Ocoee Landings PUD Land Use Plan on November 13, 2018. Several letters and emails stating an objection were received from the residents of the Johio Bay and Willows on the Lake Subdivision. During deliberations for the rear setback reduction, staff and the applicant brought forward a modification to reduce the impacts the residents had objected to. A new request to reduce the front setback from 25 feet to 20 feet, which would keep the rear setback at 20 feet, was proposed. The residents agreed, but asked that homes in Ocoee Landings subdivision adjacent to lots 14 through 25 of Johio Bay subdivision have a requirement to only be single -story. The Planning and Zoning Commission recommended the following: Motion: Move that the Planning and Zoning Commission, actinq as the Local Planninq Agency, recommend to the Ocoee City Commission Approval of the Ocoee Landings Planned Unit Development (PUD) Major Amendment to the PUD; Project No: RZ-18-09-14, with a recommendation of retaining the rear yard setbacks at 20 feet and reducing the front yard setbacks from 25 feet to 20 feet; and further, adding a condition that Lots 14 through 25 be limited to only single -story homes, subject to resolution of the remaining staff comments before the City Commission meeting: Moved by Member Mellen, Seconded by Member Wunderlich; motion Passed unanimously 3-0 with Chair Keller and Member Bernstein absent. Staff Recommendation: Staff recommends that the Honorable Mayor and City Commission approve an ordinance for a Substantial Amendment to the Ocoee Landings PUD Land Use Plan for a front setback from 25 feet to 20 feet. Staff does not recommend the City Commission require a new condition of single -story homes along lots 14 through 25 of the Johio Bay subdivision. Attachments: Ordinance Location Map Zoning Map Aerial Map Substantial Amendment to the Ocoee Landings PUD Land Use Plan (Exhibit B) Elevations Financial Impact: None Type of Item: (please mark with an `k ) X Public Hearing Ordinance First Reading X Ordinance Second Reading Resolution X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution For Clerk's Dept Use: Consent Agenda Public Hearing Regular Agenda Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by N/A ORDINANCE NO.2019- (Substantial Amendment to Ocoee Landings PUD/PSP) TAX PARCEL ID: 16-22-28-4532-00-141 CASE NO. RZ-18-09-14: Ocoee Landings PUD/PSP AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA APPROVING A SUBSTANTIAL AMENDMENT TO THE LAND USE PLAN AND PRELIMINARY SUBDIVISION PLAN FOR THE OCOEE LANDINGS PUD/PSP FOR CERTAIN REAL PROPERTY COMPRISING APPROXIMATELY 13.74 ACRES LOCATED NORTH OF EAST SILVER STAR ROAD AND SOUTH OF THE JOHIO BAY SUBDIVISION PURSUANT TO THE APPLICATION SUBMITTED BY THE PROPERTY OWNER; AMENDING THE OCOEE LANDINGS PUD/PSP TO REDUCE THE FRONT YARD SETBACK FROM 25 FEET TO 20 FEET; FINDING CONSISTENCY WITH THE OCOEE COMPREHENSIVE PLAN; REPEALING INCONSISTENT ORDINANCES; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE DATE. WHEREAS, the owner of certain real property located within the corporate limits of the City of Ocoee, Florida, as hereinafter described owner (the "Owner"), has submitted an application to the City Commission of the City of Ocoee, Florida (the "Ocoee City Commission") to approve an amendment (the "Amendment") to the Ocoee Landings PUD Land Use Plan and Preliminary Subdivision Plan, as approved by the Ocoee City Commission on October 20, 2015 (the "PUD/PSP"); WHEREAS, the Amendment was scheduled for study and recommendation by the Development Review Committee ("DRC") on November 7, 2018; and WHEREAS, the DRC recommended approval of said Amendment; and WHEREAS, the Amendment was scheduled for study and recommendation by the Planning and Zoning Commission of the City of Ocoee ("P&Z"); WHEREAS, on November 13, 2018, the P&Z held an advertised public hearing on the Amendment and, after discussion, recommended single -story houses only be allowed on Lots 14-25 of the PUD/PSP and recommended approval of the Amendment, as modified to allow a reduction in the front setback from 25 to 20 feet and requiring single -story houses on Lots 14-25; 'I WHEREAS, on February 5, 2019, the Ocoee City Commission has held an advertised de novo public hearing with respect to the proposed Amendment and this Ordinance and determined that an Amendment to the PUD/PSP to reduce the front setback from 25 to 20 feet and this Ordinance are consistent with the City of Ocoee Comprehensive Plan, as amended; and WHEREAS, this Ordinance has been considered by the Ocoee City Commission in accordance with the procedures set forth in Section 166.041(3), Florida Statutes. NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF SECTION 1. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapter 166, Florida Statutes. SECTION 2. Amendment to PUD/PSP. The Amended PUD/PSP, prepared by Dave Schmitt Engineering, Inc., date stamped received by the City of Ocoee on December 12, 2018, with such additional revisions thereto, if any, as may be reflected in the minutes of the City Commission of the City of Ocoee meeting approving same, is hereby approved, subject to the Conditions of Approval as approved on October 20, 2015. The Amended PUD/PSP is attached hereto as Exhibit "A", and by this reference made a part hereof. As described therein, the Amended PUD/PSP amends the previously approved PUD/PSP for Ocoee Landings PUD/PSP. All -2- references to the PUD/PSP or the Amended PUD/PSP for Ocoee Landings PUD/PSP shall hereafter refer to the previously approved PUD/PSP for Ocoee Landings PUD/PSP as amended by the attached Amended PUD/PSP. SECTION 3. Ocoee Comprehensive Plan. The Ocoee City Commission hereby finds that this Ordinance is consistent with the Ocoee Comprehensive Plan. SECTION 4. Inconsistent Ordinances. All ordinances or parts of ordinances in conflict or inconsistent herewith are repealed and rescinded as of the effective date of this Ordinance. SECTION 5. Severability. If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 6. Effective Date. This Ordinance shall become effective ten (10) days after its passage and adoption. ATTEST: Melanie Sibbitt, City Clerk (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND LEGALITY this day of 12019. Shuffield Lowman & Wilson, P.A. 0 City Attorney CITY OF OCOEE, FLORIDA Rusty Johnson, Mayor ADVERTISED , 2019 READ FIRST TIME , 2019 READ SECOND TIME AND PASSED ,2019 UNDER AGENDA ITEM NO. -3- EXHIBIT "A" [Insert Amended PUD/PSP ] 0 Ocoee Landings PUD Surrounding Zoning Map t J OcOPP IIorlda 111, r: 11,11 Ocoee Development Services 1 inch = 583.333333 feet 200100 0 200 400 600 Feet Printed: August 2015 13Subject Property Unincorporated Territory ® and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) tom' Commercial PUD ':. Low Density (PUD) ' Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies E LAKE JOH/O New Victor Cn Richfield Cove Flor. % n = 2 T raa�uvren o LL Sparrow��-- Old Silver Star go Al 1 ➢.. 3 L h 'k: ► L -,E joh r io Bay T .. GreywallAld6bMWi7e r.' 'a now m t e D _ 0 0 0- 0 [Ut91��,4ry' - o o. 0 4 e D _o o RECRNED P.U.D. LAND USE PLAN/ PRELIMINARY SUBDIVISIQN. • •' OC 'OEE LANDIN Gs OCOEE, FLORIDA PARCEL. t! ! DEVELOPERIOWNER:. MIJAX MANAGER LLC. 1580 NW BOCA BATON BOULEVARD SUITE 9 BOCA BATON, FL 3M32 . PHONE Sol 6141018 CONTACT: CHIP BRYAN ENGINEER: DAVE SCHMITT ENGINEERING, INC. _ 12301 LAKE UNDERHILL ROAD SUITE 241 _ ORIANDO, FL 32828 PHONE; 407-207-9068 FAX:407-207-90119 " CONTACT: DAVE SCHMITT, P.E. Q SURVEYOR; `^ AMERIN AN G INC. N YARD SURE 200 3191 MI MISURVEYING RDSUI E200 :.i ORLANDGUIR32103 FL 6-797 PHONE: 40 7979 ,-I COMACT: KIRK LIPPI, P.S.M. CONTACT. T. KIRK N TRAFFIC: 'i LUKE TRANSPORTATION ENGINEERING CONSULTANTS P.O. BOX"1656 EN MAITLAND, FL 327N v PHONE: 4W-023-8055 r CONTACT: J. ANTHONY LUKE, P.E. N WATER, FEWER &REUSE SERVICE: CITYOFOCOEE 1860AD.MIMSROAD Ui OCOEE, FLORIDA 34761 _ PHONE: (407)905.3159 - FGAL DESCRIP110N LOT 14, OF LANE- JOHN MORI AS REOCCUR IN PIT FREE O. PACE $4, OF THE PUBLIC RENRD$ OF ..BE CWNIY. FLEMNA TOGETHER Boo ME SWIM 30.. MET EP AT FORMOU OF AFA EA RANCH I LINO ADJACENT 10 SAM LOT 14 VACATED IN OR. BOOK INK, PAOC CUIC OF ME PUBUC BLUFFER 4' ORANGE COLI .1. LESS ME Fd1OY10G ES DCRIBED MAST OF WIC FOR MAN FIRM OF WAY FOR 51YA STAR ROM (STATE ROM MS) PER D.O.T. ISSI OF WAY MAP SECTON NO.: T6]02-2G01, SHEET 4 M T: BECM AT ME SOUTHEAST CLSBAN OF LOT 11 OF LAKE I.I. 910REE AS RESSAIRM IN PLAT. BOON O. PACE SA OF ME PUBUC B110.1 OF.. CUU I, FLORIOA, 9. EWM 09'31'10' x6F ALONG ME OWM LINE W SAID LOT 14 A wI Df IUG.r4 FEEF m ME SdIMNEST CYI N" OF SAID CUT 141 THENCE RUN IND M oIWIO' FAST ALONG ME KEEP ME OF SIR LOT 14 A DISTANCE OF MOB R£T TO ME Nw1M WONT UP WAY LINE OF ROM STAN ROAD' PER ME DP,ARMER OFTRANSPCRTANW, RIGHT OF WAY MAP SECRM ANN XG NUMBER 75702-EEAB SMF£T 4 Of 7-, MEN E RM BOOM ORM'N' FAST AIAYG SAID FORM BENI.1 UNE A NSTANCE OF 177B.31 FEET M ME POINT OF FVFhU RE M A CURVE IBR CONCAVE NNUMKVSLY UANNO A FALLS OF 533.69 FF£C TOM RVN "AMGSIERLY ALWO ME ARC OF SAID ELI A DISTANCE OF T0.61 FEET MRWGUA cF .. MLE 6OF OrMEMS. TO A PONT No ME PAo LWE OF SNO LOT M M.M ISBN U. POI GET ALONG SAID EAST LINE A .ISTA . OF 1"M FEET TO THE PONT OF BEOURVIL ALSO LESS MAT PART LYINO FRNIN ME NU.OYAHC OESCWBE. BWNDAWES: DISTANCE OF 542432 NIMBUS (1779.63 FEET) M NIE PONT OF BERMING. PREPARED FOR: MIJAX MANAGER LLC. TABLE OF CONTENTS 1 COVER SHEET 2 CONDITIONS OF APPROVAL 3 OVERALL SITE PLAN 6 SITE PLAN AERIAL OVERLAY PLAN LAN4-5 7 CONCEPTUAL BUILDING ELEVATIONS PLANS BY OTHERS: C-101 - LANDSCAPE PLAN COVER SHEET K-101 LANDSCAPE KEY PLAN L-101 LANDSCAPE.PLAN L-102 LANDSCAPE PLAN L_�03 LANDSCAPE DETAILS/PLANT LIST H101 HARDSCAPE PLAN H102 HARDSCAPE PLAN H�103 _ HARDSCAPE ELEVATIONS- . - H-'104 HARDSCAPE DETAILS 1 OF 1 SITE LIGHTING LAYOUT & PHOTOMETRIC PLAN 1 OF 1 BOUNDARY, TOPOGRAPHIC & TREE SURVEY REM WDESEunav (RUDE RE4NIREMENIS PROPOSED STANDARDS JUSTIFICATION 1 k+rvYwkmlynehOxVhn<gdbEb Abn mmn bb x9An CreP MaM.9Am lM Dnw/nreCzmaMs ml —A rea 'nmhvvVe, erknlaSndVnaWtig WpgvtslrestleMH 1 r WG MCe V. amxmxxlaz9oraal zwre<ta.reue,.< P•<wro »,zmrt /wea m,a4r.w'm d.,y r.R.sr <r.reaaaxm («x"IoaNbetzc ✓M dun mrvnva<Ikn roanac,9ema.bm.l.ma mTPamihx3h <+iAArtM,q^mrt xTH ZNL ePauMlov 25r�revXm Nremunpegrore115 fmtlena,mpa ex3eun.Wm P LOGA2tb IK tPJa°^SNume mmmerzWdTl84 tM1u' tlp mu WmmmemdWfsMlaTmn S<[E'maS Ms mhhnum ldyWat vM huht6emem N: m>dN 6ilMh Mo<Ny2m,9a eli8 - ifze RetlxGgrexbY.MlWpopaMmNeaapceN zveua roe:Iwesww..e«.wlaa9aw.mro �Fxlaan A4fA.!•1 zs�imismvxhn oe./yxroa mrawnTra m"Pelv<unsarzaldn5dro hmea.,,l . D><bPm"t THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN', CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION SITE LOCATION DAVE SCHMITT ENGINEERING, INC. oRID M:S.NUMB W .SCHMITT FLORID ER 12301 LAKE UNDERHILL ROAD 48274 SUITE 241 ORLANDO, FL 32828 407-207-9088 FAX 407-207-9089 Cerffica5on of Authorization #27471 DATE: APRIL 2016 JOB NO.: MIJ-1 SHEET: 1 OF 7 C C C 1 venovau am6anA antral " 1, h:CLyo[...",,'6 Wt"CLY7L...of, to law.pvvifss mtl 2 ;I fBo'Wodaa t.--ap1u 16It,I.tne manlml:vva It to, 0vg pnami mduutnoa�w me mM t o, I. to vomaary lv .off tinymoo. fiH ^+i Nhamme Vavimof tl legislaa eMomhmBnn<N b1uVAe W n, ulmevunpnoo 2 ]W pvjul anallk4vc4gmN n_(1)phucc ' >. 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FLORIDA NUMBER CONDITIONS OFAPPROVAL PROD TN w'o ENGINEERING INC. -soot' smetlYllMm'AslAlC w.mo,IkJ,sakmob/Wembxtr 8ffiam(*s.I.malm,q'a,zeuldo'nH3md Dnre BY -- DE9CRIP ON" DATE BY DESCRIPTION .NUMBCHMITT 4B2%4 DRAWN BY: DRAWN BY: OSE 12301 LAKE ROAD w➢ndsmlw.mnm+'all,reo•awe,rsrmmbzcP=I,m„mmg.m pn+Im»vl„y l.nnxe9omxma,Irss uLW Js gsfs osB IxEv.PEn LtfrDFDCBEecDIdn,E,Ks OCOEE LANDINGS CHECKED SUITE SUITE 241 m'nalawl,p,alwl mlzm¢muP.n.smra aemsam.mmmYkn Deltas Dse Rei.PB(CRYVP000EECOMMEN(3 ORLANOO, FL 32828 y PGls.+s ➢sE REV. PEncmoF VcoEEcoMMFJtB OCOEE, FLORIDA SCALE: NONE SCALE, 407-207-9088 FAX407-207-9089 cedifi off nnfA lhnrizatl➢n A27471 ITi,Wle�»;galnw�Ilmvvmdne.fya,.,tmunlan FimPa.}.m=abVFza. _ __"_ 0.5WdE ➢SE REV.PEN ONNEFYaIYOFOLOEECOMM1IENIS SHEET: 2OF7 PEDESTRIAN GATE & SI EMER GENCY BREA K•AWAY GATE II DRNIY dIk 1 R-fA WILLOWSONTHELAW TAACTD n• I "'v •wAwEwal "°'0 •mr ..w .89'31'1E'E,"ronwn IdIa,+.¢,.N0911P� OPEN d ea` O wN1R19.rPACE/PARH ? • -__- I sox n11 vAc ER, r LOTS G2 ewn m.•sT LIATuu�'uu'— nacawA 50) 4B I •, 147 I49 II I J�A" II j' ran I' - LOT 1n„ ✓.,a!,m anw^i1,:Xi..Ix .J ; « 42:m'W L''i"n�y. •a �L. OW LO�'4 "- — — — �: —`. - SILVER CROSSING. CENTERLTD. -61 ——•',p,N�+-'G' . ...m ' .b°✓.✓ _ E - R,R. 4J 0- "I . SrAR RDAO PUD-LD -- - OLYMPIA PUD iiV A lmm' FAawrt Yt SLvmvsertu£ ny_Yirr['v�wm Aw a�elGt -iS i�T" ulun'rA TYPICAL SECTION 6 I—� REAR G. TYPICAL LOT LAYOUT M ' P. A.".. p 4�0 n Opp • 240 =3640 SF 43 4 G2 SILVER BEN HOUSE DRIVE POOL PORCH RIGHT-OFWAY 36405FIMP./65OSFLOT=66VG RESIDENTIAL LAYOUT s � FROM" / SETBACK I TYPICAL DIVIDED SECTION 6'SIDE - SETBACK SINGLE 5'SIOE FAMILY IV EASEMENT LOT -SETS GIZ. . ' RM EASEfAEM T1'P W 6 ivc� ur r y p umm EwiA. 41 I - RE4ft a SETBACK PROP ry &I R �rog`"A" TYPICAL CORNER r ucxGAst. Im uoAlmlm ati umUN MNYI<A,�DN � iY Y6:N ,aao.=1 Y�Pa LOT LAYOUT 4 Bss Lm �MN. �^im - 3 ARNN.Tc wXtliETE THE s9-123 i AI "I'll, CC(�TI (TAi 12301 I 38 111 3] 36 R-fA 29 111 26 111 27 III 26 TRACTA RTEMION `a* ar aTrA3, ... R-fAA 1EAIPLEGROVE ESTATES li OF BEGINNING wsrm>.,voasss D C-2 - SILVER BEND I E�aWq>wY.:l DEVELOPMENTSTANDARDS PARCEL IDENTIFICATION NUMBER - TRIM SHE AREA-21.03 AS - 16-22-?8-MJ2-W-110 SOILS LEGEND SARNO. - ZOMN. C-2 1. MINIMUM ZONING STANDARDS sonswWDELINE—..--.— — PROPGED Edwc OUVRE Wm USE, COuuEROAL DOMERES, RESSOMAL MAX F."3 V. BID 13.6605�(t AC) 5�SF CANOLERFINESANO Q MW, FROM SEMACR: 2Y 20 PEIWi1E0 SEES SEE TAME 6-1(PFRIdIi1F0 VS£ Mgt REGE M AALK: IC 5 PRS 33 O RFBXAAnONR) P.m MEOW OF MR, EME EEMACK NMMER} NA J5, TAVARES FINE SANG 4B OWES E...L REWLAPERS CA, DRE5 k S,w. MCCEMIM - IN 0.2 EONRIO EMMT FOR ' NW, REAR REMAND 2V (D MN' ESTYNIN' 150 A' A AUTDARMNE GAINS. R, HUT MAX BWG OVERAGE 30F {6X NAX. IYP, µEA: SEE 66,5 TAVARES R10fOPPERFINESAND 4E O G MOTEL ALL SPECAL EXCEPT! MAX BUG NESUt 45 w (2 610RY) USES WU REW E A SPECIAL DGG`WN ., PON APPROVAL L4N. MNNG AREA NA 1 5F BEFORE PHRWEDNG. CPM4fIltldL CtlIMEApAL TER 4 PLANS SEEL4NAILEOP NEE 64,0605 UTILITY PROVIDERS SiGNOAPE - FOROEFAILFD DESIGN OF WALL$ unBIAIM Inr DEPTH: Ns' MODUR£ OTT PogiF_Li_WAy AREA = 1J,gE6 sF WATER: DRY UP oro2 RII I E BID pSiNG RATES MAIN ON FEIJCES PLANTINGS ETC.. RVER srµ pogo. vJ<E As110 ROAD k �A%S ..OR USES ROOT AS SMAM) PRONG 26 RAs1EMtEN aw OF OCffE (RLL NMmW TO EX: m ONRME MET TAMA GEAM'EmE ME1tl4Yt LOT. 10' 9!£ - i0 IRE RODIN OF ME SITE AS FROWN) - NFAL CWYERGIAL µM RAG AC ERROR SMEM CRY OF GLP3 (W.LL nE DUR E4GTNG NEVER COMER MAN ON SIWFR STAR READ, LAKE AM. ROAD h MASON MEN CURT AS EMORD AAA Y IOTAI MPIMR W LOW, 50 - NOTES: TRACTDESIGNATION - IMCTAOT VSE A9FA AIAMTNNPDAODUEN A DRSDOWAGER EWAGPE3 PoA R EWRuwgim 196ACKES PGA RErnE noN _PlIACRES Pa OPENS°AOFFAPX 0.2GAWE5 EGA E OFR46PAGEPANK EMANDUR PM i COM1IYF AAL I. TOgCFES OIYNFJLPOq LOMMERGAL IXAGNMA OMlMEPOA 9 OJMMEACOl I.1YAGES MWi F:WVA 4 OMMEHGAL I.TACRES SMA.A A POA ORAL EE CfiGIiD l0 YAYA¢ NL PM PMARO FAWUB AO IRYIXIRC IOEM MNBW OF D.N. UNNS: 50 1. EACH LOT OENSSPNENT PROPGSID 0 CONCEPWAL ONLY. NONETAIM LOTS µE TYPICAL. SUD W x 11V SLB£GT M SHE PVN APPROVALS AND SUBJECT M ALL MMUNA LE OHM DROURNMENT CCOE . _ E. ALL COMMON AREAS . OF RMACED BY A P. D. 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FlNAL DEHaffiNENT OPOFAS OR PFRNN$ YAT BE 155UED DMT UPIXI FlNMNG 9Y O PO'ID£ 4R AG x E0X M AG ME NW THAT ME WRASTRUCWRE AODRFSSEL SASS ME WNWRRUCY G1iAL = S50 AG 28.63% NµAGEMNT SSIFlI 9fALL BE AVAILABLE CMID RRENT DUN THE IAfl . DF ENE ftGW ESWE X OEµ].dNENT 11. ALL OAMMtlA. SIGNACE PER THE PRE E 9ULL COMPLY %RD ME ADOPTED CITY 0' OLI£E 9GYAGE REGIMTKKN (LDC AREMBE N. DEGESS 8-1{. G OD. PANG EE iZ FRSIAMNNG pMUND POOR ARE TO BE LOCATED NO EDGER MAN 10 FEET PUMD. SHAUL GODLY 1RM AR ICIE M - DEsd AID AWAY FROM NSUR RIGHT-aF-WAY AND NOT PIPED SME-EGHT WUNars AS SAV R R AS ROAD (AR ND. 4381 IS ASF.O.D.T. ROµWAT, 9lE TRIANGLES YALL BE PFAFORMµGE SFANOAROS SOMON 6-4 OF -STREET OENGRED PER MP W.ENT FDDA.. GERM SDOMARD5 PAWONO STANDARD. - 1S MAgWN.ONRACE C£ ALL BNIIDNIS SWll NOT IXCEID 30.'. OF THE DAVEMSCN DESCRIPTION FLORIDA RED. 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PAINT AND FINISH SCHEDULE / KEY PAINTCOIDRSCHEME SURFACE TEXTURE/FINISH KEY BODV COL00. -' TEXTUREFINISH SAND TRIM COLOR INBH NOTE: WRAP THE SAND FINISH TRIM SAND (WHERE SHOWN AROUND WINDOWS a DO(RS) INTO THE JAMS, HEADSSILL OF THE WINDOW &DOORS. PAINT THE BAND, JAMB, HEAD SILLTHETNMCOLOR. STUCCO AND PDRTIAND CEMENT PIASTER SHALL BE INSTALLED PER THE CURRENT ASTIA C926&LIMA REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SWILL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE MESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3 OAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN I"SO. FT. OR ATA MAXIMUM DISTANCE OF 10BETWEEN JOINTS PER ASTM C10&T (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WCOO AND MASONRY AS REQUIRED BY ASTM O WS (CURRENT EDITION) N fALI` 9 nDECO. FOAM CORBEL DETAIL `J6cvF: r.rm gAIBED STU O SAND t1 nSTUCCO SILL DETAIL UscuEvr=rs nSTUCCO LOUVER DETAIL SCNEYI'=Pq FIN. FTR OPT(3)Es SH Off. 9060 OPf(3)M SH SLIDER REAR DELEVATION SCALE B' FOAM CROWN(TYP) 4'WIDEMSEDJ _ STUCCO BAND I' VYP) FRONT ELEVATION "BF' SOALEi t/P=f'U' PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SUflFACE TEXTURE I HIMSH KEY T BODY COLOR MHE FINISH SAND AND TRIM COLOR NOTE: WRAP THECAND FINISH TRIM BAND(WHERE SHOWN AROUND WINDOWS & DOORS) MOTXEJAMB, HEAD& SILL OFTHE WINW\4 8 DOORS. PAINTTHE HAND, JAMB, HEAD & SILLTHETRIMCOLOR. STUCCO AND PORT AND CEMENT RASTER SHALL BE INSTALLED PERTHECUBRENTASTMCAE&CISS3 REQUIREMENTS & PROVISIONS OFTHE FLORIDA BUILDING CODE STOCCO SHALL NOT BE LESS THAN3 COATS WHENAPPOED OVER METALOR WIRE LATH AND SHALL NOT BE DES(S LEAR 2 COATH WHEN APPLIED OVER MASONRY CONTROL JDINTSIN 3 COAT STUCCO SFNLL BE USED TO DEUNEATESTUCCOAREASNOTGREATERT NW0SO.FT.OR ATA MAXIMUM DISTANCE OF IS BETWEEN JOINTS PER ASTM DISCS (CURRENT EDITION) WEEPSCREEDSHALLBEINSTAUEOATALL STUCCO TRANSMONSBETWEENWOODANDMASONRY AS REOUIRED BY ASTIA (U.S (CURRENT EDITION) RAISED SBA6WD BB. +I OAMGEDJOR nSTUCCO SILL DETAIL �J54AfE:&1'.i'tl FOIJ/POLY m `b Q Nf ]12' ' 2 CGROWN TRIM DETAIL Q V! Z Z F�1 ® ��Wy W Z ad .Z � = m .d 2 0 o� a �az0000a COMMUNrM PORvou0 MAM ER PLAN # 1104 rrPl Ell. m120/16 BRET .1 4• CEMENTTRIM BD. (TYP) W WIDE RAISED STUCCO BANDaPVYP) TRUSS BRO. AT ENIAY T.O. WDW IMDECOH— § PANE-SHMER OYP) § 0 9 _FlN FlA SHPMESIDING (TYR) 4' WIDE RAISED STUCCO BAND+1•(TYP) SUBMIT REAR ELEVATION SCALE: 114bP-V 0 S'RIGID FOAM CDRBEL(TYP) RIGIDFOAM WOVEN (TYP.) \ �4CEMEHTTRIMBD (TYP) NEW W ®0778MEN KNUFNINK IN Nunn®® 160.°B GAR. DR. � FRONT ELEVATION "CT` BOATS: va°=V-0' FRIEZEBAND+1-MP) T.O.M. T.O.WDW OPTCOACHLIGHT OR § OPi. PR6IYIRE (ryP. ) PAINT AND FINISH SCHEDULE! KEY PAINT COLOR SCHEME SURFACE TEXTURE/FlMSHHEY. TEXTURE BODY COLOR FINISH SAND TRIMCOLDR FINISH NOTE', WRAP THE SAND FINISH TOM BAND(WHERE SHOWN AROUND WINDOWS A DOORS) I WO THE JAME, HEAD LSILL OFTHE WINDOWSDCORS. PAINT THE BAND•JANA HEADS SILLTHETRIMCOLOR STUCCO AND PORE -AND CEMENT PIASTER SHALL BEWSTALIED PER THE CURRENTASTM DINA A 01083 REQUIREMENTS A PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOTBE LESS THAN 2 COATS WHEN APE UED OVER IMBONRY CONTROL JOINTS IN SCOAT STUCCO SHALL BE USEDTO DELINEATE STUCCO ARMS NOTGREATER THAN 10 CD. FF..OR ATA MAXIMUM DISTANCE OF I8BETWEEN JOINTS PERASTM CIRI [CURRENTEDITION) WEEP SCREED SIULL OE INSTALLED AT ALL BTUCCOTNARANNONS BETWEENWOODAND MASONRY AS REQUIREDBYASTMCIW3 (CURRENTEORION) 6' flAiSEO y a•1 STUCCO BAND WINDOW 1 S1 9U O SILL DETAIL c +v+ 2 DECOR. BRACKET DETAIL scuEr=rff fff � i— § I b —_—____. VENEER �CO TRIM DETAIL 6 state l¢=ry L�J FFz W L� /Z/I Q W cd U) Z w 0 L� w I� U. PARTIAL DETAIL AT ENTRY �- SCALE: 10=1°-0" FOAM D=MnVA LOUVER 2 DECO. FOAM LOUVER DETAIL SCALE: 3W=1'-0' RAINED STUCCO BAND \' BAND \ \ L 2' WINDOWSILL DETAIL �, SCALE: 3/4-=P-0" RAISED HAND BAND a I a+ I \ a, WINDOW HEAD DETAIL TILE ROOF OR SHINGLES - PERCOMMUNITYSPECS. NYP') . 12 6 12 OPT.(3)305) 6 WINDOW@ OPT, 3050 OWNER'SSUITE 6:12 wINDOW @ OPT BEDROOM 4wooww TRIIA —'305DSR 4' j❑ I OPT ,0 RUN 1 I I I I I I I a3s�l I I I I I I❑ ❑ i i T I I L 12125 SIT J I I I I II II II I s0e0 sG I II I I I i I I (21255H 1880 DOOR WINDOW OPT. @OPT. POOL HALF ACTIVITY RM. BATH REAR ELEVATION - FORM A SCALE; IN'=1'-0 BLDG. HEIGHT_ TITLE HOPE DR SHINGLES PER COMMUNITY SPECS. TILE ROOF OH SHINGLES 12 PER COMMUNITY SPECS. ttP.I 6 6'FACCIA IS 12 MS 4•WIOESNCCO 4'WIDESNCCO J•l` " FRIEZE BOARD (11) FRIEZE BOARD (H) / `iJJ 4' WIDE STUCCO BANDDH I I 6-WIDE STUCCO T WIDE STUCCO I I � BAND HR BANOla1) I I S. WIDE GREG. 12 EARN a1.5) 30B IT Hmi 6)2 6 30508 - '3050 SH B- W(DE SNCOO I 0 0 - 12 MAD(a1) _ _I '— _____ —` T._O._2ND FL WIDE STUCCO 6 _T.Q_zNDEL I 5BJE FRIEZE BOQARD ATDHI (a,) TOM T_O_WDW _4s'wmE stucco ❑ ) HAN(at) 6' STUCCO I I I-B.- ������� 6' W0E STULCO- BAND( 1) RAND I ME BANERI) p 4'wmEsnlcc0 BAND DII I I I OPT OPT. EXIDE ���� 6•WIDE STUCCO m SANDHI) I I II II®�EXI 1DE10 (z)zs sH I I ENTER +60BO GAB.OWR FRONT ELEVATION - FORM A ' SCALE: 71A°=P-0° PAINT AND FINISH SCHEDULE I KEY PAIhTCOLOR SCHEME E FIXTURE BODY COLOR NISH SAMDANG TRIM COLOR NOTE'. WRAPTHE SAND FINISHTRW BAND UNFREE SHOWN AROUND WINDOWS & DOORS) INTOn¢ JAMS, HEAD &SILL OFTHEWINDOW &DOORS. PAINTTHE BAND, JAMB, HEAD& SILLIHETNMCOL.R. STUCCO INSTALLATION STUCCO AND PORE -AND CEMENT PLASTER SHALL BE INSTALLED PER THE OURBENT ASTM C926 & C1093 REQUIREMENTS & PROVISIONS OFTHE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVERMETALDH WIRE LATH AND SHALL NOT BE LESS TRAIN 2 COATS WHEN APPUEOOVER MASONRY CONTROL JOINTS IN&COAT STUCCO SMLLBEUSEDTO DELINEATE STUCCO AREAS NOT GREATER THAN L44 SO. FT. OR AT A NMMAUUTA DISTANCE OF iB' BEI W EEN XI N(S PER ABTMC,063 (CURRENT EDITION) WEEPSCREED SHALL HE INSTALIEDAT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTMOID63 (CURRENT EDITION) i 4' \ , RAINED STUCCO BAND GARAGE HEAD TRIM DETAIL J SCALE: 3W=1'-W E 0. P,n Cj$ � O ado �O a� O �3 N = N 0 E O Q cr 0 LL Un Z O Q W J W Q W cr ¢ .6 i Z Ta 0 LL W f� ' SHEET NO. D z m a• A-2.1 A ■ HAISESTUCCO GOWMN+2 i' THICK SCOAT STUCCO W/W)LAYERS OF WATER RESISTANT BARRIERS COLUMN DETAIL �J SCALE: 1/2"=P-0" VCim. 4° WIDEST➢CCO B DNN DECORATIVE W FOMA LOUVER DECORATIVE F AM LOUVER DETAIL SCALE: 314"=1'-0" 6 WIDE ELDRED BAND ON I WIDE STUCCO BAND WINDOW HEAD & SILL DETAIL �J SCALE: 3/4"=1'-0" On. pp.. WINDOW @ OWNER'SSURE OPT. WINDOW TRIM 6:12 0 OPT. 4' DDDRTRIM AS REGO I[] —TILEROGFGRBHINGLES PER COMMUNITY SPECS. 12 �1 6 'I OPT. 3050 WINDOW @ REDROGMa j I � I —J 305) SH ,2 4 C 412 WINDOW@OPT, ` NPWCRDO ACTIVITY RM. @OPT. POOL HALF BATH REAR ELEVATION - FORM 'B' SCALE: 1/4"=1'-0" - TILE ROOF OR SHNGLES - PERCOMMUNRYSPECS. 12 "P.) 6 12 6'WIDE STUCCO 6.12 6 FRIEZE BOARDNI) II I2 fillFIE 2 4°WIDE STUCCO FRIEYE BOPRDI+1) 6tl2 D. WALL 4' WIDE STUCCOal LLJ ( I BAND 1+1) I '(2)30 oAi 6'WIDE STUCCO RAND ON i2 TO. COD 3 M WIDE MOOD — LAND MH 4' WIDE STUCCO— MINDMG 6' WIDE STUCCO — BAND pi) — i2sacOL.- 6:,2 0 mum FRONT ELEVATION - FORM 'B' SCALE: 1/4"=1'-0" 5 TILE ROOF OR SHINGLES PER COI.IMUNITY NEEDS. (ttP.) 6'FASCIA 'EWIDEBNCCO FRIEZE BOARD (+I) BE DECORATIVE FOAM SHUTTER Y WIDE STUCCO EARN (+1) 12 6tl2 � T.02-N FL 6 - 9'WIDE SNccD FRIEZEBOARDON T.G.M. -N 6' WIDE STUCCO BANDON BAND (i1) o _FIN. MR, �� OPT. 71=mm _ PAINT AND FINISH SCHEDULE /KEY STUCCO INSTALLATION PALM COLON SCHEME SURFACE TEXNNE/FINISH KEY BODY COLOR FNINISHE SAND TRIM COLOR FlNISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS 8 ROGER IMOTIE JAMB, HEAD 8 SILL OF THE WIN W W 8 DOORS. PAINTTHE BAND, JAMB, HEAD 6 SILL THE TRIM COLOR. STUCCDpND POHTIANO CEMENF PIASTER SHALL BE INSTALLED PER THE CUHREM ASTIA CO26 8 CIDGA gEOUINEMENTS 8 PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHpLLNDT BE LESS THAN 3 COATS WHENAPPUED OVER METAL OR WIDE IAIH AND SHALL NOT BE LESS LOAN COATS WHEN APPUEOOYEfl MASONRY CONTROL JOINTS IN 3COAT SNCCO SMALL BE USED TO DELINEATE STUCCO ARMS NOT GREATER THAN 14,1 S0. H. DR AT A MAXIMUM INSTANCE OF 16' BETWEEN JOISTS PER ABTM 0 1063 (CURRENTEDITION) WEEP SCREED SHALL BE INSTALLED AT ALL SIUCCOTMNSIiIONs BETWEEN WOOD AND M450NHT AS REQUIRED BY ACHY Ct W3 (CURRENT EDITION) BAND +t DEROGATIVE LOAD SHIfRER N dill - WIDE STUCCO BAND(+1) 4 SHUTTER DETAIL. SCALE: 3/4"=1'-0" 6' WIDESNCCO BAND(+,) 6° WIDE 6NCC0 LAND (4I) GARAGE (-.-'\ TRIM DETAIL J SCALE: 3/4"=1'-0" cc B B' C 4- FULL LULFO 4' 6' 16' 6X6 PT POST n1U gpHEREp STUCCO WfiAPPEp STONE fl s z s PLAN VIEW COLUMN DETAIL ", SCALE: DECORATIVE FOAM LOUVER DETAIL �, SCALE: 3/4"=1'-0" HN'ED STUCCO BANG RAISED STDCCO BAND WINDOW SILL DETAIL �- SCALE: 3/4"=1'-0" on, AND. WINDOW @ OWNER'SSUITE ■ OPT. 4-WINDOW TRBA II I jl I� I 6:12 0 4- (2)255H 2B2B13OOR WINDOW@OPT, @OPT. TOOL HALF ACTNRY RM.BATH REAR ELEVATION - FORMIC' SCALE: 114"=1yo" FLED. HEIGHT TILE HOGS GH SHINGLES PER CGMIAUNNY SPECS. PLED) BOARUANORATTEN— SIDING TIGHT OVERHANG SEE VA " 2XS BAND BOARD LO_WALL Lo_wow __ 1 DECO FOAM — NET I2 ILXS DECO. FOAM — SET RPOIX4 4- WIDE STUCCO 4' WIDE STUCCO } BANDDD n I N)6' SQ. COL. ON O-XB' STONE BASE ADHERED STONE. VENEER FRONT ELEVATION - FORMIC' SCALE: t/4"=1' O" 0 —TILE ROOFOR SHINGLES PER COMMUNITY SPECS, MP.) 6 OPT. 5.o WINDOW @ BEDROOM 12 4 mini T.O. WALL FASCIA d'WIDE STUCCO BAND HN V WIDE STUCCO FRIEZEBOARD(+1) T.O_JA —6' WIDE STUCCO BAN.UD — 6' WIDE STUCCO BM40(,N ' — ADHERED STONE VENEER _FIN. FUR. -_ STUCCO INSTALLATION STUCCO AND PORMND CEMENTPIABTER'"ALL BE INSTALLED PEN THE CNWENTASTM.26 B CIHO REOUIREMEMS 8 PROVISIONS OFTHE FLORIDA BUILDINGCODE STUCCO SHALL NOT BE LESS THAN S COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2GOATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT'TUCCO SHALL SE USED TO DEONEATE STUCCO AREAS NOT GREATER THAN W9 SO. FT. OR ATA MAXIMUM DISTANCE OF 18 BETWEEN JOINTS PER ASTM C1069 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALE— ALL STUCCO TRANSITIONS BETWEEN WOODAND IMBONRY AS REQUIRED BY ASTM GIRO (CURRENT EDITOR) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE I DRIER KEY BODYCOLOR TEXTURE WISH SAND TRIMCOLOR FINISH NOTE: WEDS THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS R DOORS) INTO THE JAMB, HEAD SSILL OF THE WINDOW 8 DOORS. PAINT'lHE BAND, JAMS, HEAD B SKLTHETRIMCOUDR, DECO Y BOAN - BRACKET RAISED STUCCO BAND BAND 6112' 112° SIDE FRONT DECO.FOAM ° BRACKET DETAIL WINDOW HEAD DETAIL ', SCALE: 3/4"=1'-0" SCALE:3/4"=1'-0" s. WIDE STUP^^ BAND 6' WIDEsrvccO BANODN GARAGE ��� TRIM DETAIL J SCALE 3/4"=7'-0" Q o o� jU ao a� �3 ADHERED STONE VENEER DETAIL SCALE: 3W=P-0" TRUSSANDTRUSS CONNECTORBYTRUSS COMPANY 2Y ROOF RAFTERG B'FASCNBOAHD WOOD SHEATHING, 2X4 GUBFASCIA WITH FELT UNDERIAYMENT RCOPSHINGLES,TYP. 2X ROOF RAFTERS W FASCIA BOARD SHEATHING STUCCO WOOD SHEATHING WITH PELT UNDERIAYMENT, WIRE LATH WRHCEMENTPLASTEH LEBGERANDBUCKET CONNECTOR BY STRUCTURE STUCCWEOAM BRACKETBKT27X21X4 SOFFIT FRAMING 8 DETAIL SCALE: 3/4"=7'-0" N O C eh� U 2 cl O LL z Z w J W Cc Q W El j I— Z Q O O LL El LL SHEET n'Q. D 21 4A 2.1 C PARTIAL ENTI` DETAIL -1 DECO BUTTON DETAIL �� SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL �,i SCALE: 3/4"=1'-0" TRIM SCALE: 1/4"=P-0". BNO.HEIBHi_ TILE RODF CPSHU GLEE PEROJMMUNITY SPEW. / (TOP) 1�2 12 4'WI soS (,I FRIEZE BOARD(«t)-1 /1 4-WOES UCCO FRIEZEBOARD(«1) 6`WIDE STUCCO BAND(+I) 18-WIDEDECOR. PPNELSHIITLERS W WIDE STUCM BAND ('H 6' WIDE STUCCO FRIEZE BOARD(N) TIDE STUCCO HAND(«t) 6' WI.E. DE SCO' eAND(l FlN. FLR __ f' i6�BAR. D'JpH V FRONT ELEVATION - FORM TAT SCALE: 1/4"=1'-0" InumEmlinim No on _ PAINT AND FINISH SCHEDULE KEY PAIM COLOq SCHEME SLIPPAGE TE%TUgE/FlNISHKEY BUSY COLOR FlNISH •".cE'-T T'_ TRIM WLOq SAND FlNISH NDTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE AMO, HEAD &SIU. UFTHE WINDOW &DODRS. PAINT THE BAND, JAMB, HEAD& SILL THE TEIM COLOR. STUCCO INSTALLATION STUCCO AND PORTIAND CEMENT PIASTER SHALL BE INSTALLED PER THE MERENTASTMCS26 &CUXO REQUIREMENTS & PROVISIONS OF THE FLONDA BUILDING CODE STUCCO SHALL NOT BE LESS TRAIN 3 COATS WHEN APPLIED OVER METALOR WIRE L4THAND SHALL NOTBE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROLJOINTS IN&COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATEN THAN 144 SO. ET. OR AT MAXIMUM DISTANCE OF IS' BENIEENJOINTS PER A. CIP33ICURgENi EDR10N) WEEPSCREED SHALLDEINSTALLEDATALL STUCCO TRANSITIONS BETWEEN WOOD AND MA6ONRV AS REQUIRED BY ASTM O1.3 (CURRENT MILLON) m C m SO r N -y 0 i E O a Q Fn Z O Q L W J Z LLl O cc W W U Ir 2E Ed Z F O z o A-2.1 A C 1 4 B'