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HomeMy Public PortalAbout01 24 2023 Agenda with back-up January 17, 2022 CHAIRMAN: Malcolm Murphy VICE CHAIRMAN: Robert Dockerty BOARD MEMBERS: S. Curtiss Roach Jorgette Smith Robert Canfield ALTERNATE MEMBERS: Amanda Jones Michael Greene REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON TUESDAY, JANUARY 24, 2023, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order II. Roll Call III. Minutes A. Regular Meeting of December 15, 2022 IV. Additions, withdrawals, deferrals, arrangement of agenda items V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. February 23, 2023, at 8:30 A.M. b. March 23, 2023, at 8:30 A.M. c. April 27, 2023, at 8:30 A.M. d. May 25, 2023, at 8:30 A.M. e. June 22, 2023, at 8:30 A.M. VI. Public Hearing A. Declaration of Ex-Parte Communication B. Administer Oaths C. Application for Development Approval 1. An application submitted by GE Architecture, as Agent for Davin Gebauer, owner of the property located at 3420 Gulfstream Road, Gulf Stream, Florida, legally described as LOT 1, BLOCK 1, PLAT NO 1, POLO FIELDS. a. Variance under Section 70-187 to permit a retaining wall and decorative aluminum fence totaling 7’10” that exceeds the maximum allowable height for walls and fences of 6’ by 1’10”. b. Level III Architectural/Site Plan Review to permit the construction of a 3’10” high retaining wall, with a 4’ decorative aluminum fence. 2. An application submitted by GE Architecture, as Agent for Gina Addeo, owner of the property located at 3400 Polo Drive, Gulf Stream, Florida, legally described as PLAT OF POLO COVE LT 10 & N 50 FTOF LT 11. a. Special Exception to reduce the rear setback from 50’ to 35’ as per Section 70-75 (j), Rear Setbacks for Waterfront Lots in the Core District. b. Level III Architectural/Site Plan Review to permit the construction of a new 7,464 sq. ft. two-story Bermuda-style two-story, single-family dwelling with 2.5 car garage, and pool. VII. Items by Staff AGENDA CONTINUED VIII. Items by Board Members IX. Public X. Adjournment SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, DECEMBER 15, 2022, AT 8:00 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Chairman Murphy called the meeting to order at 8:00 A.M. II. ROLL CALL Present and Malcolm Murphy Chairman Participating: Bob Dockerty Vice Chairman Curtiss Roach Board Member Robert Canfield Board Member Michael Greene Alternate Board Member Also Present & Gregory Dunham Town Manager Participating: Edward Nazzaro Town Attorney Reneé Basel Town Clerk Absent w/Notice: Jorgette Smith Board Member Amanda Jones Alternate Board Member III. Minutes A. Regular Meeting of November 17, 2022 Vice Chairman Dockerty made a motion to approve the minutes of November 17, 2022. Board Member Roach seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements A. Meeting Dates 1. Regular Meetings & Public Hearings a. January 26, 2023, at 8:30 A.M. b. February 23, 2023, at 8:30 A.M. c. March 23, 2023, at 8:30 A.M. d. April 27, 2023, at 8:30 A.M. Chairman Murphy called attention to the upcoming dates. VI. Public Hearing A. Declaration of Ex-Parte Communication There was none. B. Administer Oaths Town Clerk Basel swore in Jason Bibens, John Lang, and Dustin Mizelle. C. Application for Development Approval Minutes of ARPB Regular Meeting & Public Hearing Held 12-15-2022 @ 8:00 A.M. 1. An application submitted by Ferguson & Shamamian Architects, as Agent for Jesse and Selena Cohn, owners of the property located at 3545 N. Ocean Blvd., Gulf Stream, Florida, legally described as GULF STREAM OCEAN TRS N 20 FT OF LT 6 & S 315 FT OF LT 7 (LESS PB63P10) a. N. Ocean Overlay Permit to permit the pool to be replaced and moved to align with existing structures out of the area within 50 ft. of A1A, and a solid wall will be provided on top of existing site wall to the west. b. Land Clearing Permit to clear existing vegetation from the building site. c. Demolition Permit to demolish colonnade and existing pool. d. Level II Architectural/Site Plan Review to permit renovations to main house, replacement of windows and doors, kitchen, breakfast room and pantry, pool replacement and replacement of guardrail at existing pool terrace, column replacement at existing loggia and demolition of colonnade. Mr. Jason Bibens, Architect for Ferguson & Shamamian Architects, gave a detailed PowerPoint presentation. During the presentation, he stated they were looking to enhance the existing seawall inward (west). John Lang, Landscape Architect, gave a detailed description of the landscaping, stating it was a very simple plan. Chairman Murphy asked if there had been any feedback from the neighbors to which Town Clerk Basel answered in the negative. Chairman Murphy asked about the change-out of windows, noting the arched window being different. Mr. Bibens stated they were removing the arched windows to create more angular proportions and bring in more light. Town Clerk Basel noted that the seawall was not on this application, and it was the staff’s understanding that the seawall was going to be happening at a later date. She added that the seawall would make the application a Level III, not a Level II. Assistant Town Attorney Nazzaro stated that it wasn’t a comprehensive application, but it would become a Level III because of the seawall being a special exception. Chairman Murphy gave Mr. Bibens the option of having the Board vote on what was presented, or withdraw the application and present again including the seawall, as a Level III. Mr. Bibens stated it was his mistake and they would make a separate application for the seawall. Vice Chairman Dockerty made a motion to approve a Demolition Permit to remove certain existing structures including the colonnade, existing pool, and deck. Board Member Roach seconded the motion with all voting AYE at roll call. Vice Chairman Dockerty made a motion to approve a North Ocean Boulevard Overlay Permit to increase the height of existing wall to 8’ along State Road A1A and provide for corresponding necessary landscape 2 Minutes of ARPB Regular Meeting & Public Hearing Held 12-15-2022 @ 8:00 A.M. changes. Board Member Roach seconded the motion with all voting AYE at roll call. Vice Chairman Dockerty made a motion to approve a Level II Architectural/Site Plan Review to permit renovations to main house, replacement of windows and doors, and new pool with guardrail for pool terrace with the following condition: 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. Board Member Roach seconded the motion with all voting AYE at roll call. 2. An application submitted by Environment Design Group, as Agent for William and Pamela Holding, owners of the property located at 3032 Gulfstream Road, Gulf Stream, Florida, legally described as PL OF GULF STREAM PROPERTIES LT 18. a. Land Clearing Permit to allow for a new pool. b. Demolition Permit to demolish existing pergola. c. Level II Architectural/Site Plan Review to permit a new pool, new pergola, new hardscape, and associated landscape improvements. Mr. Dustin Mizelle, Architect, explained that his clients had commissioned his firm to re-do the backyard and a little modification to the front yard. He then gave a detailed PowerPoint presentation. Chairman Murphy asked about the pervious/impervious to which Rebecca Tew, CFO, stated they had not turned those numbers in to staff. Mr. Mizelle stated they would get that sheet to staff asap. Chairman Murphy asked if there had been any feedback from the neighbors to which Town Clerk Basel answered in the negative. Vice Chairman Dockerty made a motion to approve a Demolition Permit to remove certain existing structures including an existing pergola, pool, and deck. Board Member Canfield seconded the motion with all voting AYE at roll call. Vice Chairman Dockerty made a motion to approve a Land Clearing Permit to clear existing vegetation to allow for a new pool, deck, and pergola with outdoor kitchen. Board Member Canfield seconded the motion with all voting AYE at roll call. Vice Chairman Dockerty made a motion to approve a Level II Architectural/Site Plan Review to permit a new pool, new pergola, new hardscape, and associated landscape improvements, as well as turn in the pervious/impervious sheet to staff for their approval. Board Member Canfield seconded the motion with all voting AYE at roll call. 3. An application submitted by GE Architecture, as Agent for Davin Gebauer, owner of the property located at 3420 Gulfstream Road, Gulf Stream, Florida, legally described as LOT 1, BLOCK 1, PLAT NO 1, POLO FIELDS. 3 Minutes of ARPB Regular Meeting & Public Hearing Held 12-15-2022 @ 8:00 A.M. a. Variance under Section 70-187 to permit a retaining wall and decorative aluminum fence totaling 7’10” that exceeds the maximum allowable height for walls and fences of 6’ by 1’10”. b. Level III Architectural/Site Plan Review to permit the construction of a 3’10” high retaining wall, with a 4’ decorative aluminum fence. There was no one at the meeting to give a presentation for the application. Vice Chairman Dockerty made a motion to defer the application to the January 2023 meeting. Board Member Canfield seconded the motion with all voting AYE at roll call. VII. Items by Staff There were none. VIII. Items by Board Members Chairman Murphy asked if a date had been set for a workshop to which Assistant Town Attorney Nazzaro stated he was working on it, but since the Commission had just passed an Ordinance allowing for another alternate, he thought it would be beneficial to wait until we had appointed that person and then have the workshop. IX. Public There was none. X. Adjournment Chairman Murphy adjourned the meeting at 8:55 A.M. Reneé Basel Town Clerk 4 � o cn O Ln ° a� +'•o a � '� o � z � o owl OC4.1 4.1 w �o r; •~ Ts o a. � v o o v •� � en 4 � � CU °' � p cz M � V) ° c v � z 1 °? NO7:5� CA a z o z c •� 41 V V V a a C7 �, N w 0 cn cn cn x v A t" ° 0 U (U ° a a, a U ° o' a o UO 4-1 ct'~ �A O IZ � °ems O p � V a� O p w vi o o v M aCO � � o �' 'C� o *' u U')s� 'd V +, F •cz - O ��, m 4-1 off. � M�� ����° 3�H !;Z75 ° a o O .� 14-4 •� CZ o U, 14-4 . 5-C )u ° uno �QCt Q -I-, 00 M a� a -Z U + '� o 4.1 c� O O �: ct5 W +' �� o. �� ° � o� o �; o o u o � bn a� °' a� � o .� •� w C7 . CZ � o o V N C" N o N 0 � N � d.; w wQ�~ � p ,O -4 ° U V V O O V +J w �.� w + 4� 0 Ed V Tj a� � �r •-" "p bA � � � � � O 3 m O N O bA N cz 3� ~ "3-104,0��� . oA�V•"3 3 p o o'er o o o a 75 4-1 V bA 0 4 bA � bA *" O bA bA 4; .� .� u -p 0. r. a) r + Q, N- uu° -6 °UH 4 u.0 �`� M O 1 CU U -W c N \O l-� 00 a) 4' 'L5 O O .7. (75 cz V O s- + +' V) 75 O w w u 1~ cz cz u U u u O V I~ O � 75 �. ¢, Q. O — O ( V n5 3 It O O Zi 3 4� b1J pp bA bA 1 � v m' � o cz CU u z O u M U ' �✓ ���� Q,w✓ u� " >U N O � U L\ w O � un Cz N O � 4-1 0 3 w M bO CZ 14-4 o � 1 .� y w •� O N � m CIA C `} O 0 N 00 o LO aJ O N p V Q N cu 0 A � c pq '77 c C" cu O Q 0 �+ v i 2i Town of Gulf Stream Plitt TOWN OF GULF STREAM, FLORIDA i E,-, �z(IVV'il vi li vii"f dill APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. PART It. GENERAL INFORMATION To be completed by all applicants. ARPB File # Z 2 L O A. Project Information I.A.I . Project/Owner Name: DQv 1 n C' _, Cnue_Y I.A.2. Project Address:_3420 Cgtd1V54-fGQ A Rd, !$US (t'OM, Vl ri& I.A.3. Project Property Legal Description: LC)-( 1. LOU 1, PLAT M 1, POW 1:S9 LDS, W+yE 1-5, Pu6LIL RE Colt of VA1. N bEACA ( I.A.4. Project Description (describe in detail, including # of stories, ASv var to rce oyn nyr"h e t�4a. n, nc Wg.`11 u hk I.A.5. Square Footage of New Structure or Addition: 5 3(o S S% F-k . Architectural style: T)e(Mtt(b I.A.6. Check all that apply: ❑ Architectural/Site Plan Review ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures (completgg section C) CJ Land Clearing (complete section D) Special Exception (complete section E) SrVariance (complete section G) f Non-residential uses (complete Section F) I.A.7. ProposedF.F.E: 8•0c) tomb Type of Foundation: PjJe57F7DjAnaQ-4-t0h B. Owner Information I.B.1. Owner Address: —4 WC061006 CkYt, men, Cl CUSZO Lt3.2. Owner rnone Number: Fax' 1.B.3. Owner Signature: / C. Agent Information I.C.1. Agent Name and Firm Name: T I.C.2. Agent Address: I.C.3. Agent I.C.4. Agent Signature: / %// // Official Use On/ Pre-App Date: ARPB Date: App Date: Recommendation: Corn Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66-150through 157) IV.G.1 From what specific Zoning Code regulation is a variance requested? Sec. 70-187 — Table of District Standards - (7) WALLS AND FENCES. IV.G.2 What does the Zoning Code require for this specific site? Per Zoning Code, side and rear privacy walls / fences shall not exceed 6'-0" in height. IV.G.3 What is proposed? We are proposing to construct a 3'-10" ft. high retaining wall, with a 4'-0" decorative aluminum fence. Total height would be 7'-10". IV.G.4 What is the total variance requested? 1'-10" over the allowable 6'-0" height. IV.G.S The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building Involved and which are not applicable to other lands, structures, or buildings in the same zoning district? Along Gulfstream Road, from the south to the north, the road slopes down from 7.12' to 1.83' (2) Did the special conditions and circumstances result from the actions of the applicant? _Yes X No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? _Yes X No Explain: This request is based on FEMA regulations and the existing sloping of the topography of Gulfstream Road. (4) How would a literal Interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? This situation is a direct result of FEMA state regulations requiring homes to have a much higher finish floor than the surrounding property and streets. Current BFE: AE, 6 Ft. NAVD Florida Building Code requires 7 Ft. NAVD Pending BFE: AE, 8 Ft. NAVD (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? X Yes No Explain: The retaining wall is 6" above the proposed grade for 3420 Gulfstream Road — 3'-10" in height, then there will be a decorative aluminum fence at 4'-10". (6) Will granting the variance permit any prohibited use to be established or re-established: _Yes X No This condition is unique to this property. (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? X_Yes _No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? X Yes _ No Explain: By retaining the earth at the proposed elevation, the site will be containing more rain water on site which will benefit the adjacent neighbors, in addition to providing privacy for the adjacent neighbors. GEBAUER RESIDENCE NORTH ELEVATION 11 41 t f m _ 5 1 yl 77 r •.T � n' h.j 1 1� a f' t S l 1� Y yw-V_-'.S era f{' x' I :r F _ _ ;{ °:,c�':.use--�`•u::.�,�.atr..•.•m•:ax�uv`�::r�r.`Yk!',4.s,lo�.�-�r..Y�1lVi�'L:,`'a�:'imti�rr:��.ne5i4fiz�ias"3��,w3cistr�.e}eleaa�r_�.t�xFsy"a3�w5:r3r::iirtit�'r.'�v;ashc9yGr�?rlswc�;�5e46r�•.rr�: "-. �,���. _ ge architecture, inc. DE 012, , town of uulfb'tro, I -�'___LA_KEVlE6y I _ DR/ � �w SLARVEYORS REPQRT/LEGEND: e = CF_NTERUAE WM = WATER WTER CONC = CGAOTTE ORB. = 071CAL REC927S BOOK FPLCO. = FLOODA POKER & LIGHT COIEANY +232 = ELEVATION BASED ON AM7H A&f CAN VERTICAL OATUN 1988 SMRGE 2-AET (PS AETWORK' FLOOD ZME AE (a 6) C9WWWTY PAAEL W. Y15X19 MAP MD_ 12099CO981 S1 FFIX F EFFEC77VE DATE OCTOBER S 2017 ALL Dlh£AG9S S DWN BASED ON STAAOARD US FOOT THS SLRVEY MITS TFE GL)SIAE OF I FOOT PER nOOO FEET AS REG(A ED FOR CaM7?OAL HGH PoSK PROPERTY THS SLRVEY HAS AC}" A MAIM,M LEVEL OF CLOSLRE OF 1 FOOT IN IGOOC FEET AS l7EIXA�7J FOR CQ4hE.RGAL GH PoW FRLPER7Y CLOSLIE WAS ACHEVED BASED ON A REDLWAACY OF l.£ASLREMNTS FOR VERTICAL h0'?lZOVTAL AM ANaLAR D/ACAbTOVS M7 TTTLE WAS fEVIEM D OR SEARCH OF 77E FT.E' E RECORDS WAS MALL" IN REGARD TO EASSW9JS THAT MAY AFFECT SiB,.ECT PARCEL &0 SLE5UEACE SEARCH WAS MALLS FOR UT117IES OR LLELRGROW FOOTERS DESCRPROAt LOT ( BLOCK t PLAT W. I POLO EDD-S ACC901C TO 77-E RAT TIfREOF AS RECOMED IN PLAT BUOY 26, PACE 9 PlkUC RECORDS OF PALM hFAGH COWTY, FLO9GA CER77FIED To- DAWN AAD JtJE GEBALER MAP OF AS-BUIL T SURVEY SITE ADDRESS 3420 GLLFSTREAM ROAD, GL F STREAM, FLORIDA 33483 PARCEL CONTROL NO 20-43-46-03-03-007-0010 I F Y CER B T T SUtV WAS MADE {.ILYR MY lk-BLE A/O YfETS M STAIONiOS OF R21CT/CE AS SEi FO w BY TK FLttdW BOAR] OF PR'A`E ODE; SLRYEY TO AID W 4M M Ch"A T-n fLORDA ACINSTRAIIVE CCB[ RRSVAM i0 .gCTION 4T1.021, FLORDA STATUES ay 1). el- PAUL D. ENGLE noT vun xrmaur r;c saurus SURVEYOR & MAPPER #5708 svrW Ao MI An. THE WEST SIDE OF GULF STREAM ROAD_ N VICINITY MAP NOTES: L DO NOT SCALE DRAWINGS! 2. FIELD VERIFY ALL DIMENSIONS! 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF ANY DESCRIPANCY W) DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. GENERALNOTES: I. IT IS THE INTENT OF THE ARCHITECT THAT TLII5 WO BE INOONFORMANCE WITH ALL RECUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRICTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFOWANGE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIHENSIONS AT THE JO5SITE PRIOR TO 00'IMENCING WORK THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORC 3. CONTRACTOR SHALL SUPPLY,LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, 5LEEVE5, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCC - O0ATE OTHER WORK. 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION EL5EW4 RE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. 5. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. 6. ALL EQUIPMENT THAT SERVICE THE STRUCTURE - YNST BE AT OR ABOVE lD' NAVD MIN DESCRIPTION: LOT I, BLOCK I, PLAT NO. 1 POLO FIELDS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 26 PAGE 13, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA LEGEND: CONCRETE POOL DECK AND PAVERS DRIVEWAY TWO STORY RESIDENCE (TILE ROOF) SET BACKS: REQUIRED PROPOSED FRONT 30'-0' 31'-I' SIDE INTERIOR (NORTH) 15'-0- 15'-0' 51 DE INTERIOR (SOUTH) 15'-0' 15'-2 REAR (WEST) 20'-0' 51'-e' ALLOWABLE HT. 30'-0' (TOP OR RIDGE) 20'-0' (TOP OF FIRST FINISHED FLOOR TO THE HIGHE5T EXTERIOR POINT OF ZONING GULF STREAM CORE (TOWN OF GULF STREAM) I i I I E I K- 0 1 I Ip 3 R ° �a ANIgD ° EEL D� e 1 T- L OT 2 I` L . e,raWnuRAL RGRowo I~ caLLc,I LP aLA��M sH�'O°caLTM BLOCK xE�s eD °I:E aND ro Hato! ualsE,. roITRacroR A Bare -R ro DODR eLec,nraL oR.vuxns R.R ro TcrovIDE aLreRxare Frzlce scue AUE FOR DErau LoaD cAPaclrr. -x E e _------------------------- - s.cm. EA°v'ENr PSR orza ,, Pa�E ua, _ ----- - - - - - - - - - - - - - - -i_ - _ _ - - - - - - - 11 n1.0 AL DRaWrGs � � - 1 FOR exact oeNew,Tas ,` ; ❑I SnN� --- EX°„ rw 9g wry e �IIRITI A al oA �l I ro BE RasED rD a nIN ELEV _ as m LL1 I I I al & I I al I � I I I I FIRE Y I �Oo FU I I I 110 . I IrDPOD`Ex,E or wAre 9 UY aWER) ................................. I I I I III I I _Tr_�_- KJF) I I I I^T I I I I I i W - - _ - - - - - N� timuxD §& ovERu E Rrr ra aw Wm•.<. E - M1 rRIE N 2 v 10 cRuLAR OR vtvuc..-.. } SLOPE,ro'hT -AI R °. °• 5 °• °"BI I IxeAn - vv I - Ir s� - I TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 1590E 5. EFFECTIVE LOT AREA 1590E 5,F FAR CALCULATIONS EXISTING DEMO NEW NET I5T FLOOR LIVING 0 5QFT. 0 5QFT. 2 ,110 5QFT. 2,1W0 5QFT. CEILING OVER 15' (DOUBLE) 0 SOFT. 0 5QFT. 0 5QFT. 0 `AFT. 2ND FLOOR LIVING 0 5QFT. 0 5QFT. IOM SOFT. Ik- SOFT. 15T FLOOR COVERED (PORCHE5, OVERHANG. 2 1/2') 0 SOFT. 0 SOFT. 444 5QFT. 444 SOFT. 2ND FLOOR COVERED 0 5QFT. 0 SOFT. 0 SOFT. 0 5QFT. AWNING . 3' AND SCREEN ENCLOSURE (AT 50%) 0 5QFT. 0 SOFT. 0 SCI 0 5QF1. GARAGE 0 SOFT. 0 5QFT. eii SOFT 611 SOFT. GROSS FLOOR AREA 0 5QFT. 0 `AFT. 5365 5QFT. 5365 SOFT. OUT BUILDING 0 SOFT. 0 SOFT. 0 SOFT. 0 SOFT. TOTAL FLOOR AREA PROPOSED 0 SOFT. 0 5QFT. 5365 SOFT. 5365 SOFT_ FIRST 20000 x 33 5,144 50FT. OVER 20000 x 20 0 5QFT. ADDITION _0. IA AREA SPECIAL EXEMPTION 222 5QFT. TOTAL ALLOWABLE FAR PER MANUAL W/ SPECIAL EXEMPTION 5366 SQFi. TOTAL PAR05CAPE AREA REQUIRED LANDSCAPE AREA (LOT SIZE x 4 ) 6)36 SOFT. ACTUAL % LANDSCAPE AREA 1,121S SOFT. 1 oR UV nu.ERJ. YERPY nI - .sm 1 Ru�R 6�m 1 N PROPOSED SITE PLAN A7.01 SCALE:1/8"=1'-0" I I I I., I I I �m cc�macrgj ro GELD vEwsT. � m I K d U z architecture, planning and design U r 1045 East Atlantic Ave. Suite 303 = Delray Beach, R.rd. 33483 U TEL: 561-276-6011 FAX: 561-276-6129 W ISSUED FOR BILDNG PERMIT BIDS Q PERMIT 22 1 N N CONSTRUCTION W 0 r 3 2 PROJECT TITLE SINGLE FAMILY , RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL 1 REVISIONS Q REVISI - CQ"R9 � ADJL AL RE, 3. -I NaRr~ 3. MOr GENTS r ­0 4A D[ EGYJIFt � S. REh Q Rl15 DRAWING 15 Not F4R CGN5IWCTIW, W IT HAS BEEN I65WED WR fiEVIGOVER.RIC. L lh EL iN.DaR -AR, PRGR'Ya I� pILY. } wFILE NUMBER W 510A101 � DRAWING TITLE PROPOSED SITE SITE PLAN W F 7 U DATE DRAWN BY N 06.03.21 I JH 2 JOB NUMBER 20210510 DRAWING NUMBER A1.01 �j $�A83 _EsrneATa r SmEan RoN. VICINITY MAP m NOTES: .EPoF.EA�L o �IID.GI D�ASDbP �SUV DRAWIICiS. 4, ALL AREA cALOU —A S ARE APPROX GENERAL NOTES: t Ii IS rHE INTENT 6 THE ARcuITEcr n+AT tHI6 WDT eLMIan--I WS HHAINGW2RDENENOTS A-L THIS ttPE 6 ccNSrRIcrION ANo 0.-o1=A4cT. ALc�OccNTRACTDR9 AL HL oa TIEIRul3F% M AND 2.rHEATcaVTRACTOR SHALL VEWFT ALL co—ITICNS ANo omENeICNS Ai nIE JOB6ITE PRIg2 TO tastENOMG SHALL REPORT Ex STING caNPDITIDJ9S SFTIE ARCNIDTECTAPgoR To coFHENCIN.' ubRK auFRrocA P - BUILD B HA E RE —ES o D AccG410DATE OTHER up2CRED MGe m MTENDE�DE��E TTPI�r.+i rANv S��L AREH;IEIEETESO 11 p LT anvAl OAR SGED URITTTEN OL 1 — F'a<JM rNETApl�A 1-1 c�.ueEEDI F*+ENr rHAr eElz.� cE rHN erw.enRE AT DR ABOVE r0' NA n DEESCRRIPTTIIOND: R woA L D RE—ASDS DFDP°A n AI. cD 0 DRI�E�A, 0 ,� SroR. �E DEH�E rrILE ROOF, SET BACKS: REDIIRED PTa�POSEo FRD T 2' E IMiERIOR ZONING GULF STREAM CORE (TOWN OF GULF STREAM) I I Q IY i "a 6LM-- I I I I I I� — — a LOT I zrry ra'a'L -- ----u—c— I ^6 BLOCK /I51B950FTJ o� e, ae-----"J 1 S TOTAL ILPLABLE TOTAL — A-o TOWN OF GULF STREAM SITE DATA TABLE PROPOSED SITE PLAN SCALE: 1 "=10'-0" U I I ,j I I c� C6 Ln N N O N N w _m O 0_ N U z architecture, planning wand design r 1045 East Atlantic Ave. S.R. 303 = Delray Beach, Florida 33463 U TEL 561 276-6011 R� FAX. 561 276-6129 ISSUED FOR I BIDS PERMIT CONSTRUCTION z w O O N I`2 W PROJECT TITLE SINGLE FAMILY o RESIDENCE 6 U °o w FY O w N N z Q z a 3420 GULFSTREAM RD GULF STREAM, FL W REVISIONS N Q REV -3 — Ell LONG cOMYENIS / FIELD CHANGES: ADJJSTED —AN1NG WALL Q ALDNG P20PERT'/ LINES .RE -DESIGNED SIDE GATE ON F VE NORTH SIDE - FROPE— = 3. HDD POOL ELYIIPMENT AND ENTERED COMFTESSOR EENIEEN D- 4. ADDED GENERAL NOTE AECUT J ELTIIPMENT EEING AT 10' NAVD J S. REMOVED WALL BEHIND 5PA a U w of U U Q w FILE NUMBER w 510A101 � DRAWING TITLE WPROPOSED N SITE PLAN W (COORDINATION) w 0 1) DATE DRAWN BY N 01.09.21 I FW JOB NUMBER 20210510 DRAWING NUMBER A1.01 C I LEGEND EXI5TNG TREES TO BE REMOVED I + I EXISTNG TREES TO fd3 tAN 0 I EXISTNG PALMS TO REMAN \_ EXI5TING TREE LI5T -/ EXIST— TREES To BE RELOCATED ( Y ) NEW LOc4TlO OF RELOCATED TREES OPROPOSED PALH9 OPROPOSED TREES �5]rf BOTANICAL/COI'ff10N NAME DE, IPTILN DISPOSITION A Pein st'11 a/Gave Tree 14' M. x 14' eF, —Itl B Pnldlum guaja,a/Guava Tree 9' M, x 5' apr, multi c 5yagw rizcfrlane/(local Pelm Ei' ht oe. D 5yagrve rizofFlane/aeon Palm 15' E Pho,nlz roeb,lmll/Pygmy Dal, Palm T' ht. oe. F Tenninelle ceuppe/Troplcal Almond Tree 35' hl z 35' ePr, 10. cl G Himwope ,ler'kjlA'limueoP Treee 15' M. x 5' eP" 15" d , P.— ramov, project: gebauer residence 3420 guifstream rd. gulf stream, fl. dave bodker landscape mrddechm/plemig kic. 601 n congress ave., suite 106—a defray beach, florida 33445 561-276-6311 gLA0000999 sheet title: existing tree plan project number 11 321 date. 7/—/2a 1 ale. 1 drawn by: Ip visions: m 12-21-21 retaining wall Q 3-23-22 rev. base IL A sheet: NORTH a1 of 3 sheets PLANT LIST SYM BOTANICAL/COMMON NAME SPECIFICATIONS AM3 Adonidla merrlll❑ W oa. ht„ triple trunk Triple Clyletmae Palm BA Bulnesla arborea 14' ht x 6' spr, 2" cal. Verawood Cl Citrus Iimon 'Yneyer" 8' ht, x 4' spr., 15" cal. Citrus Meyer Lemon CL Citrus aurantlifolla 8' IA. x 4' spr, 15" cal. Lime Tree ED Elaeocarpus decipiene 6' ht. x 30" spr, conical Japanese Blueberry PE2 PtycFnsperma elegans 20' oa. ht., double trunk Double Solitaire Palm PS Phoenix stestrl. 16' c.t., matched Sylvester Date Palm P52 Phoenix sylvestris 12' c.t, matched Sylvester Date Palm QV Quercue virginlana 'Cathedral' 16' ht. x T' spr., 3" cal. Cathedral Live Oak ALP Alpinla purpurata 24" ht. x 24" spr, 24" oc. Torch gmgar BEG Begonia odorata 'Alba' 10" ht. x 18" spr, 15" c.c. URte Begonia BOIL Bougainvillea epp. 5' ht. x 3' spr, standard Bougainvillea BIRD Bromeliad 'Jeffrey Block' 10" ht. x 10" epr, 18" oc. Jaffrey Block Bromeliad CYR CyrtomI= Falcatuln I8" ht. X 15" or, 15" o.c. Holly Fern DIA Marcia tasmanica 'Varlseata' 12" ht. x 12" spr., 18" on. Varlegated Biueberry Flax Llly FOIL Pennlsetum setaceum 'Purple' 18" ht. X 16" or, 24" c.c. Founta In Gress 'Purple' IRI Iris ep ., IB" ht. x 18" spr., 18" c.c. Blue Flag Iris IXD Ixora cocclnea 'Maul 5unset' 16" ht. X 14" spr, 12-- Dwarf Maui Ixora JAT Jatropha Integerrima 6'-T ht, x 3' spr, multi -trunk J.tropha Tr LIR Llrlope musearl 'Evergreen Glant' 12" ht. X 12" spr„ 12" oc. Giant Lirlope OPH Ophlopogon Japonicas 4" ht. 4" spr. 4" c.c. Mondo Grass PH03 Phoenix roebellenil 5' oz. ht., triple trunk Triple Pygmy Date Palm POD Podocarpus macropNIlus 4' M. x 2' apr, 24" c.c. Podocarpus RAN Qulsqualls Indlca 4' ht„ 3 runners Rangoon Creeper Vines RHA RFupis excels. 4' ht. x 4' apr. Lady Paim SCH Schefflera arboricola 'Trinette' 15" ht. X 18" spr„ 24" oc. Trinette TRD Tracheleepermum .6l.ticum 'Minima' 5" IA. x 12" spr„ 12" o.c. Dwarf Asian Jasmine ZOYSIA Zoysia full Fresh sod Emplre zoysia Gravel Chattahoochee gravel 1"-3" diameter, 3 layer EEConcrete Stepping Stones -to be 4" —or— slabs 2x2 10-10 wwm. with Iiryht broom Finish . �. Blo Barrier 36" D. Fang vertically QTY 2 4 1 1 5 10 2 2 3 32 128 2 13 22 567 81 4 4S 4 402 342 2 101 2 2 12 188 as req. as req. 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I. thy.. m. tra,..p n.amrz.y aqw, w u.uvun «.pr+rr v x,s u pnw u pang PLANTING DETAILS •Pegg an cmv aw pua lot oRRm� 3 avk o %� s• pu.nng roll Grounacovers ve dle. �w guy PfP .ux. Mgglrg u" 3•wla. V SPA pYaYg roll � eti�a� Ime: x.Y. en o... w m r vl.. x pro y.. rre�.d non nl 411 plesuc racy ups / nO99Y'9 avt a prod. 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ITM.x°e ., I.Y.•.a ew,elw�.> t+a Tvbg w xr. ary w dr w �,.mu,t.o w von wl. wn a mua o opal epu. s,e uwu,gry ee•'wd n e.Yg w vueve ovweuu our drx� +� «�.n relvlare u.. p px.d�dnw vi."_ �° b� I,ae..w �yxd,wwent� ;� gay Pwrw.a no. wn cop. w dw o. .y°n om. w np.ep...,awe w weI§ws �,tY am w v.e ty w w. wq mw. wn t. awwwgy�p«.n.a Y �°IxamdwwrxtueuxtHw wPsernwnorl n w r• luu. Tw u vu<•�B.ai olu.eg.u.x� er n a.w «y pw.a. P• ume y.rrr. rw mrnw r� w up r��iea� «.wltm tax n a.v rn g eM wingxPi,e wag v e mn mleFnd grad. :oylitn9 Shrubs° Straight Trunk Palms EX16TING TREE PROTECTION BARRIER DETAIL tipwtay�xw awg. vwtu awl, rsvg rs.p aie»e>u r aw eer.vamu w vpewww wN b w pupr. «.�mYrg tr w vow w ru,e. w �rv� Pwwy w vnxr'.p• dryrw«rwpt.a wdp.ww.wewr ed cea...uw. w .•prarw.. w raww wnw ��w..a au.v.uw. •ng lrvmmutgwtrw.y.aw Ilan vap.rwxd ua waum.r r�.wa w a,anra mu wa.wxny ulwYg w wa. ur a e^b rw w ppx. «.�Yyy w• w r+e...e ep..+ivnw.n t+g Na••m Proxy TM�� .ew wgre. w..ug. w r�uuam wu psrwxg w •w.Pu wwruue nu.. ep.eiwaw" (V uM rpxrM ar mllxWa riul w...�tyw use uP�mlue�w.�°w Mp�xrwu yul.�enea ml.wyl.�wmwrurg pw.uvrul uwir.n w u a wvwuue roll a w,e.e e godn 2,17-1 °ar w .pear w rrun a. 1 Ivey rgww. xe nu. mu •uw•. von axur w Y� nre weew lmr• ou••H roue •. �w� �r�xr.xuw,rr.,< wu o w wa. ry r�lax a wgw u rhea~ t Irr� rm e..y ay rw. p.we «w.....•.. til�dM rwg a� e w r.�I o.ve,r�n a agal�.n «eux a.0 n rpuu y war��wnun ti � wriu�iwy gong wrauw. myemqu.x ty �eM w wrY•9� n �« p l.w _Irw H row tn•g... ry �a w. we.r rwl� r. wr. «. va••> pro row na�� «,• e�ie..uwn u. mvm « ru�yg�:� .IlwNiwa•.sa awwu m, neg.aum eu ww..«ywrar wYo•, wwr.x w.xnvwR nra�u,.w apPw.we ln�wul GENERAL NOTES rxneen �r� ..e.arwn.r Men wlr xvH a ogn.w «yww.0 aae. a rrlur. ww.sy rLr nnlre rvn wwwv rw ug. t wq���«�,uuul was wey..r�°ir. r.ryaw way. y.xglsw w d+nt un r ua.r.•noeuu� w xw..r.« p araut•Ywa Iwro.ep puarwlumg.y.««.- ar�v�lr auct.e ty wlulauap �x`i.•r-aw w yeumwx al,ww wuue �H A� u wP'w a .eu,e nsr,t «cur vwu P•u• u.e.auw p..}.a Iw..«r e. s. d yw°uwun�i wg. unla •wY•w c w p�iw xwlr�w d w.ywy dr Piexuiuu pang a, w u nmwu twpwtg sd luring « °• ry wu s.a. r nawrw m w p xarx rv�r.i�w�w�pl.�. gp•r,�`� wlacm.r .wl -ry wxw Paella rexwa nr plwlm wu,.w drag «yrn dual .rM rur� roll a0n•�w VW ue� w P wlia.ea.4 wN e.vg wpr w uy e.quwir rw. wxax rae.u�m � uug w eae w prlwa °un•uv�t ary+uun t�.rxx".e.wve�rtyw vu. w.anur awH wl ml.w�us. project: gebauer residence 3420 gulfstream rd. gulf stream, fl. dave bodker l6ndecape archdect irelpk •wry kic. 601 n congress ave., suite 106-a delray beach, florid. 33445 561-276-6311 $1.A0000999 sheet title: specifications details, notes project number: 11321 dOti . 7/22/r2021 drawn by:r 1p 0 0 0 sheet L-3 of 3 sheets IRRIGATION SCHEDULE CONTRACTOR TO INSTALL SPRAYSADJA( PROPERTY LINE ON RISER: REFE LANDSCAPE PLANT LIST FOR HEI( GENERAL NOTES COVERAGE STATEMENT OF INTENT I. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. PROPOSED LANDSCAPED AREAS HAVE BEEN DESIGNED WITH A FULLY AUTOMATED IRRIGATION 2. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS SYSTEM COMPRISING OF ICPPERCENT HEAD -TO -HEAD COVERAGE OF ALL PLANT MATERIALS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF AND GRASS AREAS. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO MEETING THE EXISTING UTILITY LINES. REQUIREMENTS AND INTENT OF ALL APPLICABLE LAND DEVELOPMENT CODES AND 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FPL ON ANY WORK IN THE ORDINANCES. THE PLAN INCLUDES A COMBINATION OF WATER -CONSERVING IRRIGATION VICINITY OF OVERHEAD OR UNDERGROUND POWER LINES. PRINCIPLES SUCH AS WATERING BASED ON HYDROZONES. HIGH -EFFICIENCY ROTARY NOZZLES 4. CONTRACTOR SHALL VERIFY PROPER CLEARANCE BELOW EXISTING OVERHEAD POWER LINES AND SPRAYS WITH PRESSURE REGULATING POP -UPS: BUBBLERS, AND A SMART IRRIGATION PRIOR TO WORKING WITHIN THE VICINITY THE POWER LINES, CONTROLLER WITH A WEATHER SENSOR AND ADVANCED SCHEDULING CAPABILITIES. 5. MAINLINE LOCATION. WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK. BACK OF WALK. OR ADJACENT TO OTHER VALVE SCHEDULE HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDINGTO THE IRRIGATION SPECIFICATIONS AND DETAILS. NUMBER MODEL SIZE TYPE GPM P51 PSI. POC PRECIP 1 Hunter ICV-G I" Shrub Spray 2051.35.84 43.83 1,72 in/h 6. IF IT IS NECESSARY TO HAVE PIPING UNDER HARDSCAPE ITEMS. SUCH AS ROADS. WALKS AND 2 Hunter ICV-G I" Shrub Spray 21.57 34.63 43.14 1.48 in/h PATIOS, THE PIPES MUST BE SLEEVED WITH THE SLEEVE DIAMETER BEING AT LEAST TWICE THE 3 Hunter ICV-G I" Turf Rotary 13.30 43.96 49.35 0.39 in/h SIZE OF THE PIPE 9 15 CARRYING. 4 Hunter ICV-G I" Shrub Spray 21.94 34.69 42.79 1.57In/h 7. ANY MAJOR DESIGN CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE 5 Hunter ICV-G I" Turf Rotary 5.90 42.85 46.72 0.3 in/h ARCHITECT OF RECORD PRIOR TO CONSTRUCTION: CONTRACTOR PROCEEDS WITH 6 Hunter ICV-G I" Shrub Spray 21.11 34.61 41.88 1.47 in/h 7 Hunter ICV-G I" Shrub Spray 16.97 36.09 41.87 1.44 in/h CHANGES AT OWN RISK. 8. NO SUBSTITUTIONS SHALL BE PERMITTED, EXCEPT WITH WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT OF RECORD. SYMRCL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS ® Hunter PROS-I2-PRS30-CV with 5'strip spray 5 LCS 30 0.65 5'xl5' ® Hunter PROS-I2-PR530-CV with 5' strip spray 3 RCS 30 0.65 5'xl5' ® Hunter PROS-I2-PRS30CV with 5' strip spray 5 SST 30 1.3) 5'x30' ® Hunter PROS-I2-PRS30-CV with adjustable arc e Adj 3D 0.00 8' 13 Hunter PROS-I2-PRS30CV with adjustable arc 23 Adj 33 0.01 10' 8 Hunter PROS-I2-PR530�CV with adjustable arc 24 Adj 30 0.01 12 0 Hunter PROS- I2-PRS30-CV with adjustable arc 2 Adj 30 0.01 15' ® Hunter PROSC&PRS30-CV on Riser with 5' strip spray I LCS 30 0.65 5'xl5' ® Hunter PROS-00-PRS30-CV on Riser with 5' strip spray I RCS 30 0.65 5'x15' ® Hunter PROSL0.PR530-CV on Riser with adjustable arc 6 Adj 30 0.00 8' p Hunter PROS-00-PR530-CV on Riser with adjustable arc 16 Adj 30 0.01 ha ® Hunter PROS-00-PR530-CV an Riser with adjustable arc 13 Adj 30 0.01 12 ® Hunter PROS-00-PRS30-CV on Riser with adjustable arc 2 Adj 30 0,01 15' OT Hunter PROS-06-PRS40-CV with MP Corner 2 Adj 40 13' ® Hunter PROS-06-PRS40-CV with MP Strip 3 LCS 40 0.22 5x15' ® Hunter PROS-06-PR540-CV with MP Strip 2 RCS 40 0.22 5'x15' ® Hunter PROS-06-PR540-CV with MP Strip 4 55T 40 0.44 5'x30' © Hunter PROS-06-PR540-CV with MPIODO 2 210-270 40 14: ® Hunter PR05-06-PRS40-CV with MP1000 23 90-210 40 14' OG Hunter PROS-06-PRS40-CV with MP20X 2 21 D-270 40 19' Q Hunter PROS-06-PRS40CV with MP2D00 7 900.210 40 19' Hunter PROS-06-PRS40-CV with MP2D00 1 360 40 1.48 19' o Hunter PCB 25 14 360 30 0.25 3 SYMBOL MANUFACTURER/MODEUDESCRIPTION OTY Hunter ICV-G 7 Remote control valve, with glass -filled nylon construction. globe configuration, with NPT threaded inlet/outlet. BF Zuin 720A 1" 1 Pressure vacuum breaker. © Hunter PHC-12-00 1 Hydrawise W FFi enabled controller with touchscreen. 12-Station. 120 VAC, outdoor model. ® Hunter Solar -Sync 1 Weather sensor. 0 Amiad I" Disc Filter 1 '"disc filler. NPT. with 155-mesh stainless steel screen element. M❑ water Meter l" 1 project: I'irrigation water meterwith 1-1/2'service line. gebauer residence 25 GPM, 60 PSI. 3420 gulfst-no rd- IrrigationLateralLine: PVC Class 20OSDR 21 1,9621f, gulf stream, fl. Irrigation Mainline: PVC Class 200 SDR 21 147.0 I.f. Pipe Sleeve: PVC Schedule 40 114.1 I.f. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18-inches beyond edges of paving or construction. Valve Callout Volvo Number # # Valve Flow #" Valve S e deve bodker lerdecape erctrtechre/platrltg W 601 n ongress a., suite 105-a delray beach, flarida 33445 561-276-6311 #LA0000999 sheet title: irrigation plan project number: 11321 date: 11/30/2021 scale: 1' - 10' drawn by. msb revisions: Sunshine 0 GRAPHIC SCALE o Call 811 or www.sunshine811.com two full s to sh aet: business days before digging to have utilities located and marked. 1 INCH = 10 FEET Chedc pDsfoue response code before you d'� 1 of 3 sheets r-1 O CONCRETE WALK/CURB OFINISH GRADE/TOP OF MULCH OPOP-UP SPRAY SPRINKLER: HUNTER PROS SERIES WITH NOZZLE PER SPECS ® 1/2-INCH MALE NPT x .490 INCH BARB ELBOW: HSBE-050 ELBOWS (2) & MARLEX STREET ELBOW 0) O PVC LATERAL PIPE © FLEX PIPE. 12-INCH LENGTH: HUNTER PRO -FLEX TUBING O7 PVC SCH 40 TEE OR ELL ® RECLAIMED CAP. AS REQUIRED NOTE: DO NOT USE SIDE INLET WIT CHECK VALVE OPTIONS a 5 a (D CONCRETE WALK CURB OFINISH GRADE/TOP OF MULCH OPOP -UPS PRAY SPRINKLER: HUNTER PROS SERIES WITH NOZZLE PER SPECS @ I /2-INCH MALE NPT X A90 INCH BARB ELBOW: HSBE-050 ELBOWS (2) & MA RLEX STREET ELBOW 11) 0 PVC LATERAL PIPE © FLEX PIPE, 12ANCH LENGTH: HUNTER 'PRO -FLEX' TUBING OPVC SCH 40 TEE OR ELL O RECLAIMED CAP, AS REQUIRED WALL OR STRUCTURE Q 1"X1"STEEL ANGLE, 24"DEPTH `-' S f) O2 FIXED SPRAY WITH CHECK VALVE AS SPECIFIED © PVC LATERAL PIPE O PVC SCH 40 RISER. PAINTED FLAT O EDGE OF SHRUB PLANTING AREA ARMY -GREEN" (LENGTH AS REQ.) 0 FINISH GRADE/TOP OF MULCH TWO (2) STAINLESS STEEL HOSE CLAMPS @ SWING JOINT WITH PVC ELL OR TEE NOTE: DO NOT USE SIDE INLET O 3 1 u 5 u f u WITH CHECK VALVE OPTIONStb a 5 u ,. ]✓1}1 A LLLYYYY 71}1 V. u1wWa NOTE: INSTALL TOP OF HEAD TO MATCH SURROUNDING PLANT MATERIAL (NOT INCLUDING POP-UP PORTION. SEE LANDSCAPE PLANS AND PLANT LIST. �1 5" POP-UP SPRAY 2 12" POP-UP SPRAY 3 FIXED SPRAY ON RISER F 328403.2115 (D TREE OR PALM OFLEX PIPE 1O 30-INCH LINEAR LENGTH OF WIRE, OS STANDARD VALVE BOX COILED 10 PVC SCH 40 ADAPTER O HUNTER PRO-C OUTDOOR O ROOT BALL O PVC THE OR ELL © PVC SCH 80 NIPPLE C WATERPROOF CONNECTION 11 I1ZWIRE CLOTH GOPHER SCREEN WRAP ALL SIDES WALL MOUNT O BUBBLER AS SPECIFIED WITH MARLEX FITTING (I OF 2) O PVC SCH 40 ELL 12 BRICK l OF 4) 5 PVC SCH 40 CONCUR O AND AND FITTINGS O GALVANIZED TIE DOW O9PVC LATERAL PIPE N STAKE (LENGTH AS REQUIRED) TAG 3 ZONE ID PVC SCH 40 TEE O ® 136-INCH MINIMUM DEPTH WIRES TO RE O REMOTE CONTROL O MULCH 10 PLANTING SOIL ®REMOTE CONTROL VALVE O9 PVC MAINLINE PIPE WITH PRESSURE REGULATOR 3/4 WASHED GRAVEL VALVE SAND SENSOR O JUNCTION BOX OWAER WILL ERTPLANTING DETAILS 11 NATIVE SOIL 2 SET FINISH GRADE OS 1/2-INCH PVC 5CH 40 CONCUR TO POWER SUPPLY ,3 1 3 2" ABOVE IN MULCH AREAS © WEATHER SENSOR WITH BRACKET MOUNTED ON 1 4 5 �� t ~ r� 8' POLE SCHEDULE 40 GALVANIZED POLE 2 6 4 6 m \: j✓ r.�,;. ?~ 10 6 9 6 CwALL—) project: 3420 gulfstream rd. gulf stream, fl. TREE BUBBLER PRESSURE REGULATING REMOTE CONTROL VALVE %1 MODULAR SMART CONTROLLER 11/2"=1'-0' 328403.SSIA 11/2'=1'-0, 328406-131 3"=1'-0' 328409.13-- OPRESSURE VACUUM BREAKER ASSEMBLY: W ILKINS 720A OR 12 MAX. CLEARANCE 1O SLEEVE: SIZE PER PLAN EQUAL 1 (36" MIN. DEPTH) O2 GALVANIZED RISERS. LENGTH 1 8 8 O TAPE END OF SLEEVE AS REQUIRED +.A a L �.\tir\`i O3 PVC SCHEDULE 40 ELL 4 dav9 bodkar OAS UNION -- -- O e— RESTRAPvc scHEDULE ao cAP landecepe wBrthiedure/plarring fnc.GALVANIZED ELL FITTINGS. 'LATERAL PIPE STUBBED UP 24"MIN. iO GRADE601 n. an ress eVe., suite 105—a PROVIDE THRUST BLOCK OR 2 l\ ^ \„ ` 12 d¢Ira beach, florida 33445 INTS AS REQUIRED. / �-1 2 1 j �j FINISH GRADE Y561 276-6311 ! ` 7 CURB. EDGE OF ROADWAY, PVC SERVICELINE PER 3 \2 \ - j 18"ECIFICATIONS _ N 3 - \ O HEIGHT PER CODE OR HARDSCAPESURFACE #LA0000999 ©PVC COUPLER AND SCHEDULE MIN. 12"ABOVE \ \ 80TOENIPPLE(EACH SIDE) ! )1' \\; \ HIGHEST POPUP SPRINKLER 12 \r\`I\}� j y j sheet title: 7 PVC IRRIGATION MAINLINE PER = l 4 fs �� sPECIHcnnQNs w 4 fn _ !A\\j\ !\jam!\! � CONTROLLERPERAPLAINSRREST / !%' s VAr? \ � � 6 11'L"Iga�IOfl 8 FINISH GRADE I WITH LIGHTNING ARRESTER, PAIGE MODEL 250090LED INLINE WRH POWER SOURCE\`'� / ' - j\j! ! j !j �r details \ f '\\ �f t l 8 t Q2 SPHERE OF INFLUENCE '\�f\\% - j�2 6 // \! ��\ j� ` ! \ ter'/`'}/\ project number: a" X 6 GROUNDING PLATE \ • \\�.\ ,iF `�\ \'' \�, \ /\\j ! I.LI� nor PAIGE MODEL 1821991Cj �PRE-WELDED 36 MINY\\\% tt/.]1o1/32o221 WITH 6 AWG %\\ date: GROUNDING WIREAND t a EARTH CONTACT BACKFILL l{!j jr 1 FINISH GRADE ,\„�\�\\{�.<. drawn: s shown �..�� .,l\..� \{\\ O drawn by. msb rtr� f DEPTH PER SPECIFICATIONS / �" O CURB EDGEOF ROADWAY, OR ® 5/8" X 10' GROUNDING ROD, NOTE. PAIGE MODEL 182007IC6 HARDSCAPE SURFACE 6 _ _ FIELD ADJUST PIPING C NECESSARY i0 AVOID CON GS. rn V I S I On S: GROUNDING WIRE AwG O BACK FILL PER IRRIGATION 1 GROUNDING WIRE WITH DRAINAGE STRUCTURES. UTILITIES, PLANTINGS. SPECIFICATIONS 0 2 REFER TO FLORIDA BUILDING CODE APPENDIX F FOR r4 7 NOTE: DO NOT INSTALL ANY MINIMUM PIPE DEPTH OF COVER., O IRRIGATION LATERAL PIPE 12" DEPTH Q OTHER WIRES OR CABLE WHERE MINIMUM PIPE DEPTH OF COVER IS NOT POSSIBLE, WITHIN THE SPHERE OF PIPESUE SHALL BE NECESSARY TO PROTECT PIPE IN O IRRIGATION MAINLINE PIPE 18" DEPTH 3 INFLUENCE SHALLOW AREAS. © IRRIGATION CONTROL WIRE IN CONDUIT (SIZE AS REQUIRED) 2 7 PRESSURE VACUUM BREAKER ASSEMBLY 8 CONTROLLER GROUNDING MAINLINE AND LATERAL PIPING 1 O PIPE SLEEVING sheet: 1- 328409.7930 11/2' = I'-0" 328409.'6-37 = I'-0" 328409]632 2 of 3 sheets IRRIGATION SPECIFICATIONS I. GENERAL 1 .1. THE SYSTEM HAS BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF ALL APPLICABLE CODES. SHOULD ANY CONFLICT EXIST, THE REQUIREMENTS OF THE CODES SHALL PREVAIL. IT IS THE RESPONSIBILITY OF THE OW N ER/ INSTALLATION CONTRACTOR TO INSURE THE ENTIRE SYSTEM 15 INSTALLED ACCORDING TO ALL APPLICABLE LAWS. RULES, REGULATIONS AlD CONVENTIONS. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS ACCORDING TO FEDERAL, STATE AND LOCAL LAWS. 1.2. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES. 1.3. R SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO ENSURE PROPER SAFETY AND WORKMANSHIP WHEN WORKING IN THE VICINITY OF EXISTING UTILITY LINES. 1.4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND VERIFY PROPER CLEARANCE WITH FPL ON ANY WORK IN THE VICINITY OF OVERHEAD OR UNDERGROUND POWER LINES. 1.5. THE CONTRACTOR MUST SUBMIT FOR APPROVAL, PRIOR TO INSTALLATION, COPIES OF THE MANUFACTURER'S CUT SHEETS/SPECIFICATIONS FOR ALL COMPONENTS TO BE USED IN THE IRRIGATION SYSTEM. 1.6, THE IRRIGATION CONTRACTOR SHALL BE CERTIFIED AS A CERTIFIED IRRIGATION CONTRACTOR BY THE IRRIGATION ASSOCIATION. THE CERTIFICATION SHALL BE CURRENT AND IN GOOD STANDING. 2. SCOPE OF WORK 2.1. THE WORK SPECIFIED IN THIS SECTION CONSISTS OF FURNISHING ALL COMPONENTS NECESSARY FOR THE INSTALLATION. TESTING. AND DELIVERY OF A COMPLETE, FULLY FUNCTIONAL AUTOMATIC LANDSCAPE IRRIGATION SYSTEM THAT COMPLETELY COMPLIES WITH THE 1COT IRRIGATION PLANS, SPECIFICATIONS, NOTES. DETAILS AND ALL APPLICABLE LAWS, REGULATIONS, CODES AND ORDINANCES. THIS 'WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE PROVIDING OF ALL REQUIRED MATERIAL (PIPE. VALVES, FITTINGS. CONTROLLERS, WIRE, PRIMER. GLUE, ETC.). LAYOUT, PROTECTION OF THE PUBLIC. EXCAVATION. ASSEMBLY, INSTALLATION, BACK FILLING, COMPACTING, REPAIR OF ROAD SURFACES. CONTROLLER AND LOW VOLTAGE FEEDS TO VALVES. CLEANUP. MAINTENANCE. GUARANTEE AND AS -BUILT PLANS. 2.2. ALL IRRIGATED AREAS SHALL PROVIDE ICO% HEAD -TO -HEAD COVERAGE FROM A FULLY AUTOMATIC IRRIGATION SY;TENI WITH A RAIN SENSOR AS SHOWN. THE RAIN SENSOR SHALL BE INSTALLED TO PREVENT ITS ACTIVATION BY ADJACENT HEADS. ALL WATERING PROCEDURES SHALL CONFORM TO LOCAL CODES, AS WELL AS THIS PR03ECT'S REGIONAL WATER MANAGEMENT DISTRICT RESTRICTIONS AND REGULATIONS. ZONES ARE PRIORITIZED FIRST BY PUBLIC SAFETY AND THEN BY HYDRAULIC CONCERNS. THIS SEQUENCING WILL BE A MANDATORY PUNCH LIST REM. THESE PLANS HAVE BEEN DESIGNED TO SATISFY/EXCEED THE FLORIDA BUILDING CODE (FBC) APPENDIX F AND THE FLORIDA IRRIGATION SOCIETY STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS, FOURTH EDITION. 2.3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES 72 HOURS PRIOR TO COMMENCEMENT OF WORK. 24. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS. OR DIFFERENCES, SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNERAUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 25. IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING SITE ITEMS DAMAGED BY THEIR WORK_ IRRIGATION CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 2.6. THE CONTRACTOR SHALL TAKE IMMEDIATE STEPS TO REPAIR, REPLACE, OR RESTORE ALL SERVICES TO ANY UTILITIES WHICH ARE DISRUPTED DUE TO THEIR OPERATIONS. ALL COSTS INVOLVED IN DISRUPTION OF SERVICE AND REPAIRS DUE TO NEGLIGENCE ON THE PART OF THE CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3, SUBMITTALS 3.1. NO SUBSTITUTIONS OR DEVIATIONS FROM THE SPECIFIED BRANDS. MODELS, OR SIZES SHALL BE PERMITTED, EXCEPT WITH WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT OF RECORD. 3.2. ANY MAJOR DESIGN CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OF RECORD PRIOR TO CONSTRUCTION: CONTRACTOR PROCEEDS WITH CHANGES AT OWN RISK. DESIGN CHANGES, SUBSTITUTIONS, OR DEVIATICNS NOT APPROVED BY THE LANDSCAPE ARCHITECT OF RECORD W ILL RESULT IN REJECTION AND REPLACEMENT OF MATERIALS AT NO ADDITIONAL COST TO THE OWNER 4, POST CONSTRUCTION DOCUMENTATION 4.1. DOCUMENTATION: PROVIDE THE MANUFACTURERS' RECOMMENDED OPERATING INSTRUCTIONS FOR ALL MAJOR COMPONENTS INCORPORATED INTO THE IRRIGATION SYSTEM. 4.T2. PROVIDE 5`STEM OPERATION MANUALS, MAINTENANCE SCHEDULES, RECOMMENDED SCHEDULE OF OPERATION INCLUDED AVERAGE APPLICATION RATES WITH SEASONAL ADJUSTMENTS FOR EACH ZONE. 4.1.3, PROVIDE ALL REQUIRED TESTING AND INSPECTION CERTIFICATES TO THE OWNER OR OWNER'S REPRESENTATIVE 4.2. AS -BUILT DRAWINGS: PROVIDE RECORD DRAWINGS AND PLANS SHOWING ALL CHANGES IN THE DESIGN TO INDICATE THE ACTUAL INSTALLATION AND LOCATION CF ALL EQUIPMENT AND MATERIALS. 4.3. CONTRACTOR SHALL FURNISH FIVE EXTRA UNITS OF EACH TYPE OF POPUP SPRAY AND EMITTER THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED W ITH '.ABELS DESCRIBING CONTENTS, INCLUDE TOOLS TO SERVICE THESE PRODUCTS. 5. FINAL ACC EPTANCE 5.1, FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM W ILL BE GIVEN AFTER THE FOLLOWING DOCUMENTS AND CONDITIONS HAVE BEEN COMPLETED AND APPROVED. FINAL PAYMENT WILL NOT BE RELEASED UNTIL THESE CONDITIONS ARE SATISFIED. 5.1A. FINAL WALK-THRU AND CORRECTION OF ALL PUNCH LIST ITEMS. 5.1.2. COMPLETION AND ACCEPTANCE OF AS -BUILT RECORD DRAWINGS. 5.1.3. TURNOVER OF ALL REQUIRED PARTS AND TOOLS AS OUTLINED IN THE PROJECT SPECIFICATIONS. 6. GUARANTEE 6.1_ FULLY WARRANT THE LANDSCAPE IRRIGATION SYSTEM FOR A PERIOD OF ONE (1) YEAR AFTER THE WRITTEN FINAL ACCEPTANCE, 6.2. DURING THE WAR AMITY PERIOD. ENFORCE MANUFACTURER'S AND SUPPLIER'S WARRANTIES. MALFUNCTIONS, DEFICIENCIES, BREAKS, DAMAGES. DISREPAIR OR OTHER DISORDERS DUE TO MATERIALS. WORKMANSHIP, OR INSTALLATION BY THE CONTRACTOR AND HIS SUPPLIERS SHALL BE IMMEDIATELY AND PROPERLY CORRECTED. 6.3. REPAIR DAMAGES PROMPTLY WHICH ARE CAUSED BY SYSTEM MALFUNCTION. 1. POINT OF CON HECTIC" IP.O.Q.I 7.1. THE HOC IS A PROPOSED I" POTABLE WATER METER WITH A 1-1/2 SERVICE UTILIZING AN EXISTING POTABLE WATER MAIN. THE POC SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 25 GPM AT 60 PSI. CONTRACTOR SHALL VERIFY THESE MINIMUM CONDITIONS CAN BE MET PRIOR TO BEGINNING IRRIGATION SYSTEM INSTALLATION. 7.2, IF THE CONDTIONS CAN NOT BE MET, THE CONTRACTOR MUST NOTIFY THE DESIGNER PRIOR TO PROCEEDING WITH THE WORK. IF THE CONTRACTOR DOES NOT DO SO, THE CONTRACTOR PROCEEDS AT THEIR OWN RISK AND BECOMES RESPONSIBLE FOR ANY FUTURE WORK REQUIRED TO MAKE THE SYSTEM PERFORM AS RECUIRED. 8. PIPING 8.1. MAINLINE PIPE: P/C CLASS 200 SDR 21, NON-GASKETED. SOLVENT WELD. WITH SCHEDULE 40 PVC FITTINGS, 8.2. LATERAL PIPE: PVC CLASS 2O05DR 21, NON-GASKETED. SOLVENT WELD, WITH SCHEDULE 40 P/C FITTINGS. 8.3. THREADED PIPE: PVC SCHEDULE 80. 8A. PIPE LOCATIONS SHOWN ON THE PLAN ARE SCHEMATIC AND SHALL BE ADJUSTED IN THE FIELD, WHEN LAYING OUT MAINLINES PLACE A MAXIMUM OF I2' AWAY FROM EITHER THE BACK OF CURB. FRONT OF WALK, BACK OF WALK. OR OTHER HARDSCAPE TO ALLOW FOR EASE IN LOCATING AND PROTECTION FROM PHYSICAL DAMAGE. INSTALL ALL LATERAL PIPE NEAR EDGES OF PAVEMENT OR AGAINST BUILDINGS WHENEVER POSSIBLE TO ALLOW SPACE FOR PLANT ROOT BALLS, ALWAYS INSTALL PIPING INSIDE PROJECT PROPERTY BOUNDARY. 85. PIPES SHALL ALWAYS BE PLACED IN PLANTING BEDS. IF T IS NECESSARY TO HAVE PIPING UNDER HARDSCA RES. SUCH AS ROADS. WALKS, AND PATIOS, THE PIPES MUST BE SLEEVED USING SCH 40 PVC W ITH THE SLEEVE DIAMETER BEING TW ICE THE SIZE OF THE PIPE IT IS CARRYING WITH A MINIMUM SLEEVE SIZE OF 2. 8.6. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTRUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. &7. CONTRACTOR TO ENSURE ALL MAINLINE PIPING IS PROPERLY RESTRAINED USING MECHANICAL JOINT FIRINGS, RESTRAINING COLLARS, THREADED RODS, THRUST BLOCKS, ETC., AS AND WHERE REQUIRED. CONTRACTOR SHALL REFER TO PIPE MANUFACTURER'S RECOMMENDED INSTALLATION PRACTICES FOR FURTHER DIRECTION. 8.8. PVC PIPE JOINT CCMPOUND AND PRIMER: SLOW -DRYING. HEAVY DUTY CEMENT AND TINTED (PURPLE) PRIMER THAT IS COMPATIBLE WITH THE CEMENT. THE PVC CEMENT SHALL BE WELD -ON 2711 GREY AND THE PRIMER SHALL BE W ELD-OH P70 PURPLE PRIMER, CR APPROVED EQUALS. 8.9. MAIN LINE PIPE DEPTH MEASURED TO THE TOP OF PIPE SHALL BE 18' MINIMUM, 36 MINIMUM AT VEHICULAR CROSSINGS. &10, LATERAL LINE DEPTHS MEASURED TO TOP OF PIPE SHALL BE 12' MINIMUM, 30 MINIMUM AT VEHICULAR CROSSINGS. LAYOUT e 9.1. LAY OUT IRRIGATION SYSTEM MAINLINES AND LATERAL LINES. MAKE THE NECESSARY ADJUSTMENTS AS REQUIRED TO TAKE INTO ACCOUNT ALL SITE OBSTRUCTIONS AND LIMITATIONS PRIOR TO EXCAVATING TRENCHES. 9.2. STAKE ALL SPRINKLER HEAD LOCATIONS. ADJUST LOCATION AND MAKE THE NECESSARY .MODIFICATIONS TO NOZZLE TYPES, ETC. REQUIRED TO INSURE I COI. HEAD TO HEAD COVERAGE. 9.3. SPRAY HEADS SHALL BE INSTALLED 4" FROM SIDEWALKS OR CURBED ROADWAYS AND 12 FROM UNCURBED ROADWAYS AND BUILDING FOUNDATIONS. ROTORS SHALL BE INSTALLED 4" FROM SIDEWALKS OR CURBED ROADWAYS, 12 FROM BUILDING FOUNDATIONS. AND 35' FROM UNCURBED ROADWAYS. 9.4. SHRUB HEADS SHALL BE INSTALLED ON 3/4 SCH 40 PVC RISERS. THE RISERS SHALL BE SET AT A MINIMUM OF 18: OFF SIDEWALKS, ROADWAY CURBING, BUILDING FOUNDATIONS, AND/OR ANY OTHER HARDSCAPED AREAS- SHRUB HEADS SHALL BE INSTALLED TO A STANDARD HEIGHT OF 4' BELOW MAINTAINED HEIGHT OF PLANTS AND SHALL BE INSTALLED WITHIN PLANTED MASSES TO BE LESS VISIBLE AND OFFER PROTECTION. PAINT ALL SHRUB RISERS WITH FLAT BLACK OR FOREST GREEN PAINT, UNLESS IRRIGATION SYSTEM WILL BE INSTALLED FROM A REUSE WATER SYSTEM WITH PURPLE PVC RISERS. 9.5, LOCATE VALVES PRIOR TO EXCAVATION. INSURE THAT THEIR LOCATION PROVIDES FOR EASY ACCESS AND THAT THERE IS NO INTERFERENCE WITH PHYSICAL STRUCTURES, PLANTS, TREES, POLES, ETC. VALVE BOXES MUST BE PLACED A MINIMUM OF 12' AND A MAXIMUM OF 15' FROM THE EDGE OF PAVEMENT, CURBS. ETC., AND THE TOP OF THE BOX MUST BE 2 ABOVE FINISH GRADE. NO VALVE BOXES SHALL BE INSTALLED IN TURF AREAS WITHOUT APPROVAL BY THE IRRIGATION DESIGNER: ONLY IN SHRUB BEDS. NEVER INSTALL VALVE BOXES WITHIN A SPORTS FIELD OR DESIGNATED PLAY AREA. 10. ELECTRICAL POWER SUPPLY 10. 1, ELECTRICAL SUPPLY FOR THE CONTROLLER SHALL TO BE PROVIDED BY THE IRRIGATION CONTRACTOR_ CONTRACTOR TO COORDINATE WITH LOCAL UTILITIES FOR THE INSTALLATION OF AND CONNECTION TO AVAILABLE SITE POWER SUPPLY FOR REQUIRED ELECTRICAL COMPONENTS AS SET FORTH IN THE TOM. IRRIGATION PLANS. 10.2. ALL ELECTRICAL INSTALLATION TO COMPLY WRH THE NATIONAL ELECTRICAL CODE AND ANY AND ALL OTHER APPLICABLE ELECTRICAL CODES. LAWS AND REGULATIONS. A LICENSED ELECTRICIAN SHALL PERFORM ALL ELECTRICAL HOOK-UPS- POWER FOR THE CONTROLLER SHALL BE 120 VOLT 20 AMP, 11. CONTROL WIRING 11.1_ IRRIGATION CONTROL WIRE SHALL BE THERMOPLASTIC SOLID COPPER, SINGLE CONDUCTOR, LOW VOLTAGE IRRIGATION CONTROLLER WIRE SUITABLE FOR DIRECT BURIAL AND CONTINUOUS OPERATION AT RATED VOLTAGES. 112, TAPE AND BUNDLE CONTROL WIRES EVERY 10' AND RUN ADJACENT TO THE MAINLINE. AT ALL TURNS IN DIRECTION MAKE A 2 COIL OF WIRE AT ALL VALVE BOXES COIL WIRE AROUND A 314" PIECE OF PVC PIPE TO MAKE A COIL USING 30 LINEAR INCHES OF WIRE. MAKE ELECTRICAL CONNECTIONS WITH 3M-DBY, DBR CONNECTORS, 11 3_ NUMBER ALL WIRES USING AN ELECTRICAL BOOK OF NUMBERS ACCORDING TO THE PLANS. NUMBER WIRES IN ALL VALVE BOXES, JUNCTION BOXES AND ATTHE CONTROLLER. 114, WIRE SIZED. NUMBERED AND COLORED AS FOLLOWS: # 14 W HITE FOR COMMON # 14 SPARE BLACK COMMON # 14 RED FOR HOT W IRES 414 SPARE YELLOW HOT WIRE 12. CONTROLLER GROUNDING 12.1. CONTRACTOR TO UTILIZE 4"X8'X5/8' COPPER GROUNDING PLATES, 5/8"X10' COPPER CLAD GROUNDING RODS. 'ONE STRIKE' CAD WELLS AT ALL CONNECTION POINTS, #6 BARE COPPER WIRE, AND EARTH CONTACT MATERIAL INSTALL THESE AND OTHER REQUIRED COMPONENTS AS OUTLINED IN THE DETAIL CONTRACTOR TO VERIFY THAT THE EARTH TO GROUND RESISTANCE DOES NOT EXCEED 10 OHMS. CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION ON A LICENSED ELECTRICAL CONTRACTORS LETTER HEAD SHOWING THE DATE OF THE TEST, CONTROLLER LOCATION, AND TEST RESULTS. EACH CONTROLLER SHALL BE SO GROUNDED AND TESTED. 13. VALVES 13.1. SEQUENCE ALL VALVES SO THAT THE FARTHEST VALVE FROM THE P.O.C. OPERATES FIRST AND THE CLOSEST TO THE P.O.C. OPERATES LAST. THE CLOSEST VALVE TO THE P.O.C. SHOULD BE THE LAST VALVE IN THE PROGRAMMED SEQUENCE 13.2. ADJUST THE FLOW CONTROL ON EACH RCV TO ENSURE SHUT OFF IN 10 SECONDS AFTER DEACTIVATION BY THE IRRIGATION CONTROLLER. 13.3. USING 3" HIGH NUMBER STENCILS, PAINT THE VALVE NUMBER IN WHITE ON THE LID OF EACH VALVE BOX. 14. EQUIPMENT 14.1. BUBBLERS SHALL BE INSTALLED USING SCH BO NIPPLES AND SHALL BE PLACED AT THE BASE OF TREES FOR LOW LEVEL WATERING. 14.2. ALL POP-UP HEADS AND SHRUB RISERS SHALL BE PRESSURE COMPENSATING. ALL POP-UP HEADS SHALL BE MOUNTED ON FLEX -TYPE SWING JOINTS, 14.3. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AMC) SPECIFICATIONS, AND IN ACCORDANCE WITH LOCAL AND STATE LAWS. 15. TRENCHING 15.1, EXCAVATE STRAIGHT AND VERTICAL TRENCH E$'W ITH SMOOTH, FLAT OR ITCHING BOTTOMS. TRENCH WIDTH AND DEPTH SHOULD BE SUFFICIENT TO ALLOW FOR THE PROPER VERTICAL AND HORIZONTAL SEPARATION BETWEEN PIPING AS SHOWN IN THE PIPE INSTALLATION DETAIL ON THE DETAIL SHEET. 15.2, PROTECT EXISTING LANDSCAPED AREAS. REMOVE AND REPLANT ANY DAMAGED PLANT MATERIAL UPON JOB COMPLETION. THE REPLACEMENT MATERIAL SHALL BE THE SAME GENUS, SPECIES, AND SIZE OF THE MATERIAL F IS REPLACING. THE FINAL DETERMINATION AS TO WHAT NEEDS TO BE REPLACED AND THE ACCEPTABILITY OF THE REPLACEMENT MATERIAL SHALL BE SOLELY DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. 16. INSTALLATION 16.1. CUT ALL PIPE SQUARE AND DEBURR. CLEAN PIPE AND FITTINGS OF FOREIGN MATERIAL, THEN APPLY A SMALL AMOUNT OF PRIMER WHILE ENSURING THAT ANY EXCESS IS WIPED OFF IMMEDIATELY. PRIMER SHOULD NOT PUDDLE OR DRIP FROM PIPE OR FITTINGS. NEXT APPLY A THIN COAT OF PVC CEMENT. FIRST APPLY A THIN LAYER TO THE PIPE, THEN A THIN LAYER INSIDE THE FITTING, AND FINALLY ANOTHER VERY THIN LAYER ON THE PIPE. INSERT THE PIPE INTO THE FITTING. INSURE THAT THE PIPE IS INSERTED TO THE BOTTOM OF THE FITTING. THEN TURN THE PIPE A 1/4 TURN AND HOLD FOR 10 SECONDS. MAKE SURE THAT THE PIPE DOESN'T RECEDE FROM THE FIRING. IF THE PIPE ISN'T AT THE BOTTOM OF THE FITTING UPON COMPLETION, THE GLUE JOINT IS UNACCEPTABLE AND MUST BE DISCARDED. 16.2- PIPES MUST CURE A MINIMUM OF 30 MINUTES PRIOR TO HANDLING AND PLACING INTO TRENCHES. A LONGER CURING TIME MAY BE REQUIRED: REFER TO THE MANUFACTURER'S SPECIFICATIONS. THE PIPE MUST CURE A MINIMUM OF 24 HOURS PRIOR TO FILLING WITH WATER. 17. BACKFILLING 17.1. THE BACKFILL 6' BELOW AND 6' ABOVE ALL PIPING SHALL BE CLEAN SAND. ALL OTHER TRCNCH BACKFILL CAN BE NATIVE MATERIAL BUT SHALL NOT CONTAIN ANYTHING LARGER THAN 2" IN DIAMETER. 771. CONTRACTOR SHALL BACKFILL ALL PIPING, BOTH MAINLINE AND LATERALS, PRIOR TO PERFORMING ANY PRESSURE TESTS. THE PIPE SHALL BE BACKFILLED WITH THE EXCEPTION OF 2 ON EACH SIDE OF EVERY JOINT (BELL FIRINGS, 90S. TEES, 45S, ETC.). THESE JOINTS SHALL NOT BE BACKFILLED UNTIL ALL PIPING HAS SATISFACTORILY PASSED ITS APPROPRIATE PRESSURE TEST AS OUTLINED BELOW. 18. TESTING & FLUSHING 18.1. LEAKAGE TESTING 18.1.1. REMOVE ALL REMOTE CONTROL VALVES AND CAP USING A THREADED CAP. FILL MAINLINE WITH WATER AND PRESSURIZE THE SYSTEM TO 100 PSI. MONITOR THE SYSTEM PRESSURE AT TWO GAUGE LCCATIONS, THE GAUGE LOCATIONS MUST BE AT OPPOSITE ENDS OF THE MAINLINE. WITH THE SAME RESPECTIVE PRESSURES MONITOR THE GAUGES FOR TWO HOURS. 18.1.2. PVC SOLV ENT-W ELD PIPE CONNECTIONS SHALL HAVE NO LEAKAGE. GASKETED PIPING SHALL LOSE NO MORE WATER THAN ALLOWED PER THE FLORIDA STATE BUILDING CODE, VOLUME It PLUMBING, PARTY], APPENDIX 'F REFER TO THIS SECTION FOR THE FORMULA TO BE USED TO CALCULATE THE MAXIMUM ALLOWABLE WATER LOSS DURING THE TESTING TIME. 18A 3. REPAIR ALL LEAKS AND RETEST MAINLINE PIPING UNTIL THETEST IS SUCCESSFUL. 18.1.4. LATERAL PIPE MUST BE FILLED AND VISUALLY CHECKED FOR LEAKS. ANY LEAKS DETECTED MUST BE REPAIRED. NO PRESSURE TEST OF THE LATERAL LINES IS REQUIRED. 18.2, FLUSHING: 18.21. PRIOR TO THE PLACEMENT OF HEADS, FLUSH ALL LINES FOR A MINIMUM OF 10 MINUTES OR UNTIL LINES ARE COMPLETELY CLEAN OF DEBRIS. WHICHEVER IS LONGER. 18.22, USE SCREENS IN HEADS AND ADJUST HEADS FOR PROPER COVERAGE AVOIDING EXCESS WATER ON WALLS, WALKS AND PAVING. 18.3. OPERATIONAL TESTING'. 18.3.1. UPON COMPLETION OF BACKFILLING. FINISH GRADING AND CONTOURING. TEST THE ENTIRE SYSTEM FOR PROPER OPERATION, INCLUDING ELECTRICALLY ACTUATING THE REMOTE CONTROL VALVES. RUN EACH ZONE UNTIL WATER BEGINS TO PUDDLE OR RUN OFF, THIS WILL ALLOW DETERMINATION OF THE NUMBER OF IRRIGATION START TIMES NECESSARY TO MEET THE WEEKLY EVAPOTRANSPIRATION REQUIREMENTS OF THE PLANTING MATERIAL IN EACH ZONE. IN SANDY SOILS NO PUDDLING WILL OCCUR. IN THESE CASES. CALCULATE THE REQUIRED RUN TIMES. 18.3.2. ONCE THE MAINLINE AND LATERAL LINES HAVE PASSED THEIR RESPECTIVE TESTS AND THE SYSTEM IS COMPLETELY OPERATIONAL, A COVERAGE TEST AND DEMMONSTRATI0N OF THE SYSTEM IS REQUIRED. THE IRRIGATION CONTRACTOR MUST DEMONSTRATETO THE OWNER OR HIS/HER REPRESENTATIVE THAT PROPER COVERAGE IS OBTAINED AND THAT THE SYSTEM WORKS AUTOMATICALLY FROM THE CONTROLLER. THIS DEMONSTRATION REQUIRES THAT EACH ZONE BE TURNED ON IN THE PROPER SEQUENCE AS SHOWN ON THE PLANS FROM THE CONTROLLER. EACH ZONE WILL BE INSPECTED FOR PROPER COVERAGE AND FUNCTION. THE DETERMINATION OF PROPER COVERAGE AND FUNCTION W ILL BE SOLELY DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. project: gebauer residence 3420 gulfstream rd. gulf stream, fl. dave bodker WKW ape BrchRechre/pI8rinin i f1C. 801 n congress a suite 105—o delr.y beach, florid. 33445 561-275-6311 hR A0000999 sheet title: irrigation specifications project number: 11321 date: scale: as a drawn by: m.b revisions: A 0 0 0 0 sheet: -3 3 of 3 sheets o i i } q k m I/! 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O }, A Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form Is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay Its consideration. PART II. GENERAL INFORMATION To be completed by all applicants. ARPB File # L 3 ' A. Project Information _���` I.A.I. Project/Owner Name: 6U101 ko I.A.2. Project Address: 34M Polo DAVIe., GiA S+fFam flo(t a 334B-S I.A.3. Project Property Legal Description: ALL OF LM 10AND?tile NORYH" O fret OFLGX 11, I.A.4. Project Description (describe in detail, including # of stories, etc.) STORY S-INCit E E'AMTj.Y t2FsI1)E1ACF_ 2.5 CAR GAVAG E AND POOL I.A.5. Square Footage of New Structure or Addition: Tj14 LQq .SOFT Architectural style: 8ERMuoA I.A.6. Check all that apply: t/Archltectural/Site Plan Review C North Ocean Boulevard Overlay (complete s ctlon B) ❑ Demolition of Structures (complete section C) ❑ Land Clearing (complete section D) Special Exception (complete section E) ❑ Variance (complete section G) L Non-residential uses (complete Section F) I,A.7. Proposed F.F.E: 9.00 MAY D Type of Foundation: PrLe5l8QADE REAM B. Owner Information t I.B.1. Owner Address: 'R 1 N 1 z tic I.B.2. Owner Phone Number: Fax: I.B,3. Owner Signature: C. Agent Information I.C.I . Agent Name and Fi m ame: r TU I.C.2. Agent Addres • O 33R- I.C.3. Agent Pho Number ) 1 Cell Fax I.C.4. Agent SI nature: Official Use O ly / Pre-App Date: ARPB Date: App Date: Recommendation: Com Date: TC Dale: rinciclnn• Application for Development Approval, Form ADA.32000 Page 2 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? QLll_F ST{ZEAN Coke III.A.2. Is the project compatible with the intent of the zoning district? )(Yes r No Explain: MEET$ bO [H p4UAITEC,TU4AL AMD FAIZ Recimr?tEMENzs III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? %Yes ❑ No Explain: III.A.4. How are ingress and egress to the property to be provided? AbVEDED R l CIRCULAR DQSVEbvAY OFF POl.b DRIVE ALOM4SST 5=DE OF IPROPE¢TV III.A.5. How are the following utilities being provided to the property? a. StormwaterDrainage 7OWM Orr GuLFSTREAM b. Sanitary Sewer MY ATE SYSTEM c. Potable water ' C)QU N OF §U LV STREAM d. Irrigation Water "IT�A &_E�uLF STQEAM e. Electricity D ND f. Telephone ABOVE 620URb g. Gas h. Cable Tel ATiELV.2SE L t7IQF�T TV III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) MIA PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements W.A.I. Does the project involve land area within fifty feet (50') of the Al (North Ocean Boulevard) right-of-way? ❑ Yes 'A No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? ❑ Yes $ No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? ❑ Yes %No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Pes ❑ No (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? E Yes )(No (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use?'Ayes []No Code Section: 70-15[7) 5ftTAL E)cCEPMA Sff&V>+ IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? -f HE PRbl b,6D ARAM I15 St-fuMED 1f.1c.U.'REVowD THE C�aa,No Ftooe n-rIr �o'- 8" scrBAcx. Atanw THE scu rrrt We uAVE Au �NTRt;LLtS-N6Yl'HER WLu.BE A H�AttH, SACeTI dtWft.P1iE .►55(yE OaTHE NEt4�l8o�s, IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be located? ❑ Yes Flo 'REW65TED A SIUTLA2 aM- IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? -T1kLr QEQUE.3TEb EXCEPTION l_1A=ALL1 SIMILAR TO ALL - VW AuAcew nopem s, T+eeEm ➢CEEPIN6 THE WA1F9aAP COMSZSTAMT VI MM1416d& IV.E.5. What landscaping and screening are provided? COLOMMT CLUSTIsQS AMD BTC-1H CLUWA NMUS A'�RG PROPOSED- IV.E.6. goes the use conform with all applicable regulations governing the District wherein it is to be located? -Yes -]No Explain: WE COM20 A.NO MEET TWE 56=0M OF -WE l- l7R�5 ( 710 -15. �) ZTE M-S 26cs F it STANo,AM FCJ ZRU L E W 1-0-:V3 C2) A-3-C•D . F. Non -Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained: IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. IV.F.3. For each of the following, list the number provided and their dimensions: N �A Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: N 1A Driveways/Aisles: N I A Application for Development Approval, Form ADA.32000 Page 5 September 2004 ADDEO RESIDENCE EAST ELEVATION IMF architecture. inc. ADDEO RESIDENCE NORTH EAST ELEVATION _ ' ' 1 �1r.:1��/ � Y f `• � 'fit wowl '�.-=' ..—�+�' ^"� ii'--- "-'^"'•..,.,� .,a-....-_.--..�.��_. - -.��+t.^+__ . •+ems_ • _.�- . �_. -"�— '�®v !ram �T,�,��.. - _ --' � —_ _ g e architecture. inc. ADDEO RESIDENCE L.46+^t ,1 t • `11 p r I NORTH WEST ELEVATION Y v. ice`! architecture, inc. ADDEO RESIDENCE SOUTH WEST ELEVATION +� yam. � ` . `�, �`�►5: � - �-, � Y ' `°� Al mw PW mpvp PT - e= T z 7 a _ 9 a. - ' -.....----r-- _ architecture, inc. 7 � � ADDEO RESIDENCE Wu (/erh""Tv THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUTTHE WRITTEN PERMISSION OF GE ARCHITECTURE INC. IS PROHIBITED. 9 Am GENERAL NOTES THE ARCHITECT AND HIS AUTHORIZED REPRESENTATIVES AND AGENTS SHALL HAVE ACCESS TO AND BE PERMITTED TO N5PECT ALL WORMw, MATERIALS AND OTHER RELEVANT DATA AND RECORDS WHEREVER THEY ARE N PREPARATION AND PROGRESS. WHEN REQUESTED, THE CONTRACTOR SHALL - FURNISH DUPLICATE COPIES OF THE AFOREMENTIONED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL PHASES CP THE WORK TO OBTAIN THE END RESULT WITHIN THE FULL F-UW05E AND INTENT OF THE DRAWINGS FOR THE PROJECT. ANY DISCEPANCIES IN THE CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S / CONTRACTOR'S ATTENTION PRIOR TO COMMENCEMENT OF WORK OR CONSTRUCTION, SO THAT CORRECTIVE MEASURES MAY BE TAKEN ANY UNFORESEEN CONDITIONS IN FIELD AFFECTING THE DESIGN CONCEPT OF THE BUILDING, OR THAT ARE IN CONFLICT WITH THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE FLOROA BUILDING CODE 2020 EDITION AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL RULES, REGULATIONS AND ORDINANCES. ALL WORK DONE UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR 15 TO BE DONE IN A NEAT AND WORKMANLIKE MANNER THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND SHALL COORDINATE WORK OR CONSTRUCTION BETWEEN TRADES. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT SIX (6) PRINTS OF DETAIL SHOP DRAWINGS OF ALL APPLICABLE CONSTRICTION SUCH DRAWINGS SHALL SHOW THE DESIGN, DIMENSIONS, CONNECTIONS AND OTHER DETAILS NECESSARY TO INSURE THAT THEY ACCURATELY NTERFRET THE DRAWINGS. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR FURNISHING THE MATERIALS, APPARATUS, DEVICES, ETC. OF PROPER DIMENSION, SIZE, QUANTITY, AND QUALITY AS SHOWN ON THE DRAWINGS, AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWING6. ALLOW TLO WEEK5 FOR REVIEW TIME. FROVIDE 3-1(2' BATT SOUND INSULATION AT INTERIOR WALLS - BATHROOMS, BEDROD16, LAUNDRY ROOTS ETC.- VERIFY W1 OUNER ON INTERIOR WALLS TO RECEIVE (1) ADDITIONAL LAYER O IR' SOUND BOARD - 440 HOMASOM OR EQUAL. THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION THE CONTRACTOR 15 EXPECTED TO FURNISH ALL ITEMS FOR A COMPLETE ELECTRICAL. MECHANICAL, PLUMBING AND TELEPHONE SYSTEM AND MEET ALL REQUIREME14T5 NECESSARY FOR EQUIPMENT TO BE PLACED N PROPER WORKING ORDER IN C INFOR-IANC= WITH LOCAL STANDARDS AND APPLICABLE CODES HAVING .AJRISOICTIO _ DIMENSIONS NDICATE1) ON THE PLANS ARE FROM FACE OF FINISH WALL. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO BEGINNING WORK USE FIGURED DIM. ONLY. DO NOT SCALE DRAWINGS. DO NOT DEVIATE FROM THE WRITTEN DIM. MORE THAN I' WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. DEVIATION 15 NOT PERMITTED WHERE 'CLEAR' OR 'HOLD' DIMENSIONS ARE NDICAMP NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES IN THE PUNS OR SPECS. THE INTERPRETATION OF DRAWINGS, SPECIFICATIONS, OR OTHER BIDDING DOWMENT5 SHALL NOT BE MADE VERBALLY TO THE BIDDER IF THE BIDDER 15 IN DOUBT AS TO THE MEANING OF ANY DISCREPANCIES OR COFLICT HERE IN, THE BIDDER SHALL TELEPHONE OR SUBMIT N WRITING TO THE ARCHTECT A REQUEST FOR INTERPRETATION. N THE EVENT THAT THE BIDDER 15 DEMANDED TO HAVE ESTIMATED, THEN THE MOST EXPENSIVE WAY OF PERFORMING THE WORK SHALL TAKE PRECEDENCE. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHQUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS 60 THAT THEY ARE COMPLETE AND FULLY FUNCTIONING (EXCEPT AS NOTED HEREN). DO NOT SCALE THE DRAWINGS. ALL AREA CALCULATIONS ARE APPROXIMATE. FIELD VERIFY ALL DIMENSIONS. ALL INTERIOR FINISHIES TO BE SUPPLIED BY CONTRACTOR AND APPROVED BY OWNER UND- THE CONTRACTOR SHALL PROVIDE THE OWNER/ ARCHITECT WITH A WORK SCHEDULE AND ANY ANTICIPATED CHANGES THAT MAY OCCUR N IT. THE CONTRACTOR $HALL BE RESPONSIBLE TO THE OUNER/ARCHITECT FOR THE ACTS AND OMISSIONS OF ITS COMPLETION OF THE WORK NO S1155TIMIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL O THE ARCHITECT. DETAIL5 MARLED AS TYPICAL APPLY TO 51MILAR CONDITIONS INCLUDING CONDITIONS NOT MARKED AS SIMILAR UNO. TYPICAL DETAILS NOT SHOW BUT NECESSARY FOR COFORMANCE WITH APPLICATION. PROVIDE A UIEATHER-RESISTIVE BARRIER AT ALL OPENINGS AID PENETRATIONS OF THE BUILDING ENVELOPE. W4MRFROOF ALL WEATHER-E)IPJSED SURFACES AND INSTALL ALL THERMAL- BARRIERS AS TO FORT A COMIPLETE NSULATNG BLANKET AROUND THE HEATED AREAS OF THE BUILDING, INSULATE ALL HEAT - BEARING PIPES, DUCTS, OR OTHER FIXTURES THAT PENETRATE THE INSULATED BLANKET. N$TALL ALL OTHER WATER PIPES IN A MANNER TO PREVENT FREEZING. NOTE: ALL PIPES TO BE ANCHORED TO UNDERSIDE OF STRUCTURAL SLAB 1 HAVE CONY. SLEEVRG / PROTECTION THROUGHOUT UNDERGROAND). ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVANIZED. FLASHING, CRICKETS, DRIPS, ETC. TO BE 16 OZ. COPPER OR SIMILAR MATERIAL TO ROOFNG SYSTEM PROVIDE FIRE STOFPING AT ROOF, WALLS, AND CEILING A6 REQUIRED. ELEVATIONS ARE TAKEN FTdOM AN ASSUMED DATUM OF 0'-0' TOP OF CONCRETE SLAB. (8ID' NAVD. FOR GROUND LEVEL). THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQUIREMENTS O THE FL-CMDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD N ACCORDMICE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANE AND NOTES. - NOTE ALL CEILING PENETRATIONS - LIGHTS, VENTS, ETC. TO BE SEALED • EDGES AS PER FLORIDA BUILDING CODE 2020 EDITION ALL CBS EXTERIOR BLOCK WALLS TO RECEIVE 'COREFILL SID0' BY TAILORED FOAM O FLORIDA 4 APPROVED R-YID (MIN) INSULATION, WOOD STUD. (METAL STUDS) WALLS TO RECEIVE R-II GATT. R-IS FOR 6' AND B' WALLS INSULATION (NOTE: ROOF TO BE 'CASED SYSTEM' USING BLOW ON R-30 'ICYNENE' INSULATION BY 'GALE INSULATION' OR EQUAL TO THE UNDERSIDE OF ROOF DECK (TYPO. NOTE: ALL 'ICYNENE FOAM' TO BE PROTECTED WITH DC-315 COATING AS PER MANUFACTURE'S SPECIFICATIONS N THE FLORDA BUILDING CODE 2020, THERMAL BARRIER - IF EWIFMENT 16 INSTALLED N ATTIC SPACE. INSTALL PVC PLASTER STOPS AROUND PERIMETER OF ALL AREAS WHERE PLASTER ABUTS OTHER MATERIAL STOPS SHALL BE CAREFULLY MITERED AT CORNERS. ALL EXTERIOR CORNERS AND WINDOW AND DOOR OPENING TO RECEIVE PVC CORNER BEADS. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GTPSUMI CONSTRUCTION HANDBOOK, LATEST EDITION APPLICABLE CODES 2020 FLORIDA BUILDING CODE 2020 FLORIDA PLUMBING CODE 2020 FLORIDA ELECTRICAL CODE 2020 FLORIDA MECHANICAL CODE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE GULF STREAM, FL PALM BEACH COUNTY, FL OCCUPANCY CLASSIFICATION GROUP R3 — SINGLE FAMILY TYPE OF CONSTRUCTION TYPE VB UNPROTECTED / UNSPRINKLERED SHEET SCHEDULE SHEET TITLE SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE sIJRVEY SCALE, r • l0'-0' LANDSCAPE PALCIC ARCHITECTURAL LP -I CONCEPTUAL LANDSCAPE PLAN SCALE: 1-:10--0' (FOR REFER ONLY) EXISTING SITE PLAN SCALE: VB'•1'-0' TD-1 TREE D15P05ITION PLAN 5CALE: 1':10'-0' PROPOSED SITE PLANT SCALE: VB'•I'-0' IL -I ILLUSTRATIVE SITE PLAN SCALE: I':10'-0' (COORDINATION) PROPOSED SITE PLAN SCALE: I'•10'-0' IL-2 ILLUSTRATIVE ELEVATION EAST?NORTH NOT TO SCALE AL02HP PROBED HANDSCAPE V5. SCALE: VB'•I'-0' IL-3 ILLUSTRATIVE ELEVATION VEST/SOUTH NOT TO SCALE PERVIOUS PLAN A2ID0D PROPOSED GDIMENSIOI) 5CALE:3/I6'•r-0' CIYIL ENGsINEERINGs AIIDON PROPOSED GROUND SCALE: 3/16'+I'-0' FLOOR PLAN (NOTED) I OF CIVIL SITE IMPROVEMENTS PLAT SCALE: I':10'-0' A2BID FLOOR PROPOSPLEDAN SE(DCONIMENDSICNI SCALE: 3A&'•I'-O' 2 OF 4 PAVING. AND DRAINAGE DETAILS NOT TO SCALE AIIDN FLOOR PLAN (NOTED) PROPOSED SECOND SCALE: 3/16'•I'-0' 3 OF 4 GENERAL NOTES NOT TO SCALE A 102 PROPOSED ROOM PLAN SCALE: 346'•I'-0' 4 OF 4 POLLUTION PREVENTION PLAN SCALE: 1':20'-0' A3D0 ELEVATIONS PROPOSED EXTERIOR SCALE: 3A6'•I'-O' A5ID1 PROPOSED EXTERIOR SCALE: 3A5'•I'-0' ELEVATIONS BUILDER SOIL ENGINEERS SURVEYOR CIVIL ENGINEER LANDSCAPE ARCHITECT ARCHITECTS SCIAME HOMES NUTTING ENGINEERS ENGLE LAND SURVEYING LLC ENVIRODESIGN ASSOCIATES LDS ge architecture, inc. 253A Royal Palm Ray 1310 Neptune Drive 955 N.R. 17th Ave 298 Pineapple Grove Ray Landscape Deign Studio 1045 e. atlantic ave. ; Suite 300A Boynton Beach, FL. 33426 Suite K-1 Delray Beach, FL. 33444 Paul Weinstein delmy beach, fl. 33483 - Palm Beach, FL. 33480 Delray Beach, FL. 33445 9581 N.W. Ilth St. fl. lie. AA-26002044 - Plantation, FL. 33322 PH. (561) 736-4900 PH. (561) 736-4900 PH. (561) 276-4501 PH. (561) 274-6500 PH. (561) 254-3397 PH. (561) 276-6011 FAX (561) 737-9975 FAX (561) 737-9975 FAX (561) 276-2390 FAX (561) 274-8558 FAX (954) 846-9523 FAX (561) 276-6129 THIS DRAWING 15 NOT FOR CONSTRVION, IT HA5 BEEN ISSUED FOR WVER41ENTAL REVIEW AND/OR PRELIMNARY F'RICIN'W HEPTACHLOR TECHNICAL CHLORDANE, OR OTHER APPROVED CHEMICALS SHALL BE USED N CONCENTRATIONS AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS N COMPLIANCE WITH EPA REGULATIONS. (ALL PRODUCTS TO BE NON-VOC). DRYWALL PRODUCTS BY GOLD BOND, USG, CELOTEX, GEORGIA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE. ALL WORK. MATERIAL, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR FROM THE CLOSING DATE. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM NTEWERENCE WITH ROADS, 5TREEM TS, WALKS, D OTHER ADJACENT OCCUPIED OR USED FACILITIES AND DAILY OPERATIONS. DISPOSAL: CONTRACTOR IS RESPONSIBLE FOR REMOVAL FROM SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE N SPECIFIED EQUIPMENT. MATERIALS AND COLORS. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN GUARANTEE FOR ALL WORK UNDER THIS CONTRACT FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE O= ACCEPTANCE BY OWNER CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT 4DDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WORK WHICH HA5 BEEN DAMAGED. REPLACE ANY WORK THAT FAILS TO GCNFOR TI TO THE DRAWINGS AND DETAILS. CORRECT ANY DETECTS DUE TO FAULTY MATERIALS AND WORKMANSHIP WHICH APPEAR WITHIN ONE YEAR OF OWNER ACCEPTANCE OF CONSTRUCTION - ALL DOMESTIC HOT WATER PIPING SHALL BE NSULATED I' THICK FIBERGLASS PIPE INSULATION. CONTRACTOR TO PROVIDE DRAWINGS TO TRUSS MANUFACTURER MECHANICAL SUBCONTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WORK PENETRATIONS THROUGH THE ENTIRE STRUCTURE - ALL TRUSSES, 4 GIRDERS SHALL BE ANCHORED TO BEARING, PARTITIONS, WALLS, AND TIE BEAMS WITH APPROVED ANCHORS. - SEE STRUCTURAL DWSS. ALL EXTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLANS FOR PRICING PURO5E5 ONLY. (PAINTING SUBCONTRACTOR TO PROVIDE PAINT SAMPLES) - ALL INTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLAI5 FOR PRICING PURPOSES ONLY. (NOTE: ALL PRODUCTS TO BE NON-VOC') NOTE: PRODUCTS BY ANY OF THESE MANUFACTURERS ARE ACCEPTABLE COATINGS BENJAMIN MOORE, SHERUN WILL -IAMB, PITTSBURSH, DEVOE, DUPONT, ( PORTER ARE CONSIDERED EQUAL. (ALL ARE TO BE NON-VOC). CONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES. WARRANTIE5 AND OPERATING MANUALS. PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD 'MOLD TOUGH' IN ALL BATHROOMS, KITCHEN 4 LAUNDRY RMS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VI51T THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROP09AL5. VERIFY EXIST'G CONDITIONS COMPLY WITH CURRENT CODE REQUIREMENTS. NOTIFY ARCHTECT IN WRITING IF CHANGES ARE NECESSARY. No EXTRAS WILL BE GIVEN REPORT ANY DISCREPANCIES IN THE DOCUMENTS TO THE ARCHITECT F'RIOR TO SUBMITTING PROPOSAL. - NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY AND ALL A54NDEN UNDER GROUND UTILITIES, PIPES, WIRES TREE ROOT5 SEPTIC TANK ETC - PRIOR TO COMPACTING SITE. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE MID OBTAIN ACCESS TO THE SITE WITH OWNER - THE CONTRACTOR SHALL OBTAN AND BEAR THE COST OF ALL REWIRED PERMITS, LICEN5E5 AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WORK ALL REWIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION OF OWNER AGAINST PUBLIC LIABILITY OR PRDPERTY DAMAGE FOR THE DURATION OF THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE WITH EACH OTHER TO PREVENT OVERSTEPPING EACH OTHER THE CONTRACTOR SHALL PROVIDE LABOR N MATERIALS NEGE55ARY TO MAINTAIN CONSTRUCTION SCHEDULING. THE SUB - CONTRACTOR SHALL BE RESPONSIBLE TO MEET THE SCHEDULE AS PROVIDED AND AGREED TO WITH THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ACCEPTANCE BY THE ENGINEER /ARCHITECT MUST BE A CONDITION OF THE CONTRACT BETWEEN THE GM CONTRACTOR AND OWNER THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING WOW- - MAKE-WAYMOOK UP SCHEDULING OF ALL TRADES AND WOW (NCLUDNG WORK OF OTHERS WHERE NO CONTRACTUAL RELATIONSHIP EXIST). - PROVIDING BARRICADES, TEMPORARY POWER LIGHTING TELEPHONE SERVICES, ETC. AS READ. TO COMPLETE UIORK TEMPORARY UTILITIES, CONNECTIONS AND PAYMENT OF ALL UTILITY CHARGES DURING CONSTRUCTION - COORDINATION WITH OWNER OR AGENT OF DELIVERY AND REMOVAL F MATERIALS, EQUIPMENT, AND OTHER ITE 15 TO / FROM SITE. REMOVAL OF TRASH AND DEBRIS. RACE IN DESIGNATED CONTAINERS AS DIRECTED - BY OWNER /AGENT. REMOVE ALL TRASH FROM PREMISES. _ ISSUE ALL ADDENDUI5, REVISIONS AND UPDATES TO SUBCONTRACTORS IN A TIMELY MANNER - ALL DRAWINGS, SPECIFICATIONS, AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE ARCHITECTS PROPERTY. THE CONTRACTOR SHALL MANTAN A ROLL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DESIGN DOCUIENT5 SHALL BE NOTED AND MAINTAINED FOR THE OWNERS RECORD COPY. ALL UORK SHALL BE LAID OUT TRUE, SQUARE AND PLUMB TO EXACT AND CORRECT DIMENSIONS. F DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER/ ARCHITECT N WRITING PRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DMENSIONAL OR LAYOUT CORRECTION NOTICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DIMENSIONAL ERRORS. ALL MATERIALS USED IN THE PERTINENT CONSTRUCTION OF THE WORK MUST BE NEW AND UN.15ED (UNOJ, FIRST QUALITY, FREE FROM DEFECTS AND INSTALLED PER THE MANUACTURER5 RECOMMENDATIONS FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS QUALITY. CONTRACTOR SHALL PROVIDE CUT -SHEETS AND SPECIFICATIONS OF ALL ITEMS FOR SUBMISSION TO ARCHITECT FOR APPROVAL PRIOR To ORDERING OR INSTALLING. PRODUCT MAN UFACTURERS INDICATED IN SCHEDULES AND/OR ON PLANS WERE SELECTED BASED UPON QUALITY, STYLE, SIZE, COLOR ETC. AND ARE NOT IN- TENDED TO RESTRICT THE COMPETITIVE BIDDING. PRODUCTS EQUAL TO OR IN- TENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO ARCHITECTS APPROVAL IN WRITING PRIOR TO PURCHASE OR INSTALLATION ALL DOOR FRAMES TO BE LOCATED 5' TO 6' FROM ADJACENT PARTITIONS, UNO. ALL DRYWALL PARTITIONS WILL BE TAPED, SPAKLED, SANDED, PRIMED AND PANTED UW LEVEL V FINISH. CONCEAL ALL FASTENERS AND ATTACI-I MENTS FROM VIEW. ALL DOORS N WINDOWS To BE IMPACT RESISTANT AND COMPLY W/ ALL DACE COUNTY IMPACT AND WIND CYC.NG TESTING REQUIREMENTS VCGI' OR EQUAL) ALL INTERIOR WALLS THAT RECEIVE TILE MARBLE - TO BE BACKED W/ 5/8' 'DENS -SHIELD' OR EQUAL ALL WALKWAYS TO BE SLOPED AWAY FROM BUILDING FOR POSITIVE DRAINAGE. (MIN 2% - SEE CIVIL DRAWINGS) ALL GROUND FLOOR 5HOLLER5 TO HAVE MIN. 4' DEPRE58ED SLAB. SECOND FLOOR HOLLOW --ORE PLANKS - ELIMINATE 2' TOPPING FOR ALL SECOND FLOOR SHOWERS. OWNER SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDING AND START OF CONSTRUCTION - DINER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION --� aaivrvy ROAD _ r LoH GE (fxAr �r 24, PA3) I 7 (PLAT 800k 24. PAGE S 7J) A 5"[1PNNt2-EIO,gr ry + I 16zog A4`GP AW I t 24 C,,, p I{ 0� 11d23 RO PALM Q I I I II' BdE STAB ADYAC PAL, 0`AffG'AUZ.. TIR'/EG __ i i .............. N 7AF PAW QI4')FR ROYAC PAW I N IZ' P I } I I WAL = WATER AETER A/C = CCNOTTE A/C PAD I I +235 = ELEVA77CN 8ASED ON NORTH MIERCAN VER77CAL DATUM X.A48 SOLRGE 3 1-AET CPS AE7WOWr I I FLOOD ZCPE- AE (EL 6) COAWITY PA/EL NO 125V9 h MAP Na- 120990098E I E7TEC77VE DATE' OCTOBER $ 2017 MOTE, ALL BO'WARY LMS AAA ANWAR I I DWGQ�S ARE PLAT AID SCRVEY LKESS STATED 0ThERWISE ALL DM AGON5 9CWN FERECN ARE BASED +I I ON HE STAADARD US FOOT. I I THS SLRVEY HAS AC7-IEVED A MT�.d.M LEVEL I COT OF CLOSLRE CF 1 r T IN X7,00 FEET AS IEOI. ID FOR O /.ERQ'AL& R-S FlxPERTY LYOSLRE WAS Aq-/EV. BASED ON 10 (pLAr BOr 24, PACE q; I REDLWANCY OF VFRTrAL 7i) yya�y I AL ANf�l.LN2AS IY� AD SLBSLIFACE SEAf17i WAS MACE FOR UTILITIES OR LP� FOOTERS W I O � I I I o -WI I; DESCRIPT7CW 0 3 aJI a LOT b ATO AC NORTH To (K1 2 CF LOT t( POLO COVE ACCORDING TO T 7T AS iS1.7 B'OO , PA C EOD 24, PACE LECE REOLRgS W PLAT FL RDA. RECIXd75 OF PALM BEACH CLY.NTY, FLCYdDA aAC I I 0 I � I I IrorPAW P PAW (FLA r 24 PACs- I I � P Q(SIFR 73) i PAW Q"'(61FR AW I�OAL PAWPAW Q 99" P Q(SIE,q I 3 ,o a P,,L,,,, 35'TgE QC6TFF 3 OtII-IlN( PAW LIE �AFtTA PAU6 I I MAP OF AS —BOIL T SURVEY Anr PAW 577E ADDRESS.- J400 POLO DRIVE I 20-4F3-46-03--02-000-0100 a ms xr PARCEL ID NO.: fib. ♦ I I I£IaBY QR THAT i SUt WAS Y —H MY PE.SP BLE OfA.P(E AID IEETS TIE STA AI OF PRACTICE AS SET F-TN BY M FL— ROYAL PAL, 2 ALMNSTRA CCUE P / TO . CT 4M N C ATERSSI-��P30A IF STAB I h I zmv COT I PAUL D. ENGLE w ' m SURVEYOR & MAPPER 15708 (� r d�:i'C 24 PA1TCE A ---A. 7J I ENGLE LAND SURVEYING LLC LAND SURVEYORS I CERTiFlCATE OF AUTHpPoZATION BB447 (LE: SLf7VEYDR AND MAPPER IN RESPONSIBLE CN PAUL D. ENGLE 955 KW 17TH AVEME, SUITE K-1, DELRAY BEACH, fLCR/DA JJ445 (561) 276-4501 732-J279 FAX 276-2J90 /d4@h O//lJ/2T - ALl7fD T/dES SGLLG 0.11c [Y s�IAM 0.`-�.7@STAIKN A£DDBOb C,3YR AU.' 22-55lb I F— I 1 y Iu I LOT 8 (PLAT BOOK 24, PAGE 13) 0060 I I I I I I I I I I I -----------------I__ I I I I I I I I I I I I I I I I I LOT 5 (PLAT BOOK 24, PAGE 13) LOT 10 (PLAT BOOK 24, PAGE 93) VACANT LOT I I LOi II (PLAT BOOK 24, PAGE 13) I v -a• eax eere,ecK I I LOT I0/LOT 11 GROSS LOT AREA .(24025 SQFTJ EFFECTIVE LOT AREA .(24-335 SOFT-) —_—_— —__-1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I -----------------J - o ' o � �9 09 I I I 1 I I I I 1 I I I I � I I N I I e I ml I I __—__—__—__—__—__—__—__ N 15524' ex�ar'n�FFAu�e+cE EXISTING SITE PLAN (PLAT BOOKK 24,1PAGE T3) A7.00 SCALE: t/8"=1'-0" (FOR REFERENCE ONLY) t I 9OA I °o, I 1_—______-_____-- a0 I-ewcu twx rcr I. THE WEST SIDE OF POLO DRIVE N VICINITY MAP ��.11r=1 I. DO NOT SCALE DRAWIfG51 2. FIELD VERIFY ALL DIMEN51ON51 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOT ARCHITECT F MIT DESCRIPANCT W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX GENERAL NOTES: L IT IS THE INTENT OF THE ARCHITECT THAT THIS WOW BE INGONEOp-IMIGE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OGCUPANCT ALL CONTRACTORS SHALL DO THEIR WOW IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL G 11`I045 AND DIMENSIONS AT THE JOBSITE PRIOR TO COMITENCIIG WORK THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN THE DR41WNC-6 AND EXISTRG CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORD 3. CONTRACTOR SHALL SUPPLT,LOCATE AND BUILD INTO THE WOW .ALL INSERTS, ANOlOR3, ANGLES, PLATES, OPEN, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE GONSTRJED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOlk 5. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CON6ENT FROM THE ARCHITECT. 6. ALL EOJIFFENT THAT SERVICE THE STRJCTURE MUST BE AT OR 45OVE 10' NAVD MIN DESCRIPTION: ALL OF LOT 10 AND THE NORTH SO FEET OF LOT 11, POLO CAVE, AGGODING TO THE MAP OR PLAT THEREOF AS RECORDED IN RAT BOOK 24, PAGE 13, PUBLIC RECAPS OF PALM BEACH COUNTY, FLORIDA LEGEND: CONCRETE POOL DECK AND PAVERS DRIVE UAT TWO STORY RESIDENCE (TILE ROOF) SET BACKS: RE L UIR£D FRONT SIDE INTERIOR (NORTH) 23'-3' 51DE INTERIOR (SOUTH) 23'-3' ALLOUABLE HT. 30'-O' (TOP OR RIDGE) (TOP CP FIRST FINISHED FLOOR TO THE HIGHEST EXTERIOR FONT OF ROOF) ZONING: GULF STREAM CORE FLOOD ZONE: AE = 6'-0' N.A.V.D. architecture, planning and design 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33483 TEL 561-276-6011 FAX: 561-275-6129 ISSUED FOR ARPS BT & BIDS PERMIT 91Js2023 CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREAM, FL REVISIONS 0 w Q TRIO ORNINi IB NOf TGR CQDiR1GOLlL W R HAO �! 10 GOY£RPF2NT01 I} NproR PR£LRPR[ ONLY. IFILE NUMBER w 503A100 a DRAWING PRE W EXISTING SITE PLAN w (FOR REFERENCE o ONLY) DATE DRAWN BY 05.09.22 I JE JOB NUMBER 0 20220503 DRAWING NUMBER O A1.00 LOT 8 (PLAT BOOK 24, PAGE 13) - _- - - - - - - - - - - - - - B00Iv.=-- r I NOT INCLUDED IN ?o eE �BEP4FAtE l U 0 -A paerrt� e' Wlce- NOT INCLUDED IN LOT S (PLAT BOOK 24, PAGE 13) AW��LI�HGN C�'HGin1Mu1Cm ptA� �� roATa>, �BTeG d+aN LeK eLoac To Na,QE � �r 1 LOT 10/LOT II FxlanrG WFr ATAL,anl >; W CaROSS LOT AREA =124,825 80-FT.) EFFECTIVE LOT AREA-(24,335 SOFT> �_______w-___-_- � I �� oecolblm•e vax��Ae�wLLL°LL I 4��w I �ai ertE DPa° - vE BEIFAoePG vtcwG eeeLwmeca=e xm� ncN DRNUAEU ------I I �� e. I __ie-3•aoe BETe.Acx I I I It 4 � I I I LaeTIPI r 8,24wnL � � `I�`�L oF4�wY. Tax BTN,awtt TO AEnM EiEv. o - I I *Po.mvrlE _. TO'MFAIeEO _ �-1 l f-1 r IH ace cs w.Or.. aOTl+m ... ... ...... _.I I stet*wc wr nlsw k I kLl I I I I I I k I I I I f I I I I leY oTiERb - VER.cY r � - - oeP�e�ryTEFe II I j , Onf °t-YwE I I i I I II I I j II I I i i I � � Nam.• I I I, - r � I I s k � I I I sFE CVIL Tax r+ETAMI�c weal I LJ I -------------------------- ❑ ❑❑Cl❑ ----- I I ETC I Ila=Gnng1 7 I I I I I I I I I IX�BN4 cHa I I I I w e• r�cFe:Te xccic To nATCN ��HI rc�oi LOT 11 (PLAT BOOK 24, PAGE -13) i I a � I 15324' N PROPOSED SITE PLAN sTAn� A1.01 SCALE: 1/8"=1'-0" (I NOTES: L DO NOT SCALE DRAWNI l _ 2. FIELD VERIFY ALL DIMENSIONS] 3, CONTRACTORTO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT W/ DRAWIhGS. IF ANY DE5CRGENERAL NOTE (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX 4xe NAY" To.lm I■'■I 11■ PROPOSED PROJECT IS LOCATED ON - THE WEST SIDE OF POLO DRVE N VICINITY MAP GENERAL NOTES: I. IT IS THE INTENT OF THE ARCHITECT THAT THIS WO R1K BE INCONFORMANCE WITH ALL REOIIREMENTS OF THE BUILDING AUTHORITIES HAVNG JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFOPTIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE J055ITE PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL REPORT ALL OWRIEPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK 3. CONTRACTOR SHALL SUPPLY,LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS. SLAB DEPRE5510N5 AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN. 5. THESE DOCUMENTS, AS NSTPoJMIENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. 6. ALL EQUIPMENT THAT SERVICE THE STRICTURE MUST BE AT OR ABOVE I.- NAVD MN DESCRIPTION: ALL OF LOT 10 AND THE NORTH 5O FEET OF LOT 11, POLO COVE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 13, PUBLIC RECORDS OF PALM BEACH COUNTY. FLORIDA. LEGEND: CONCRETE POOL DECK AND PAVERS DRIVEWAY b r _m S dJ U z architecture, planning and design r 1045 East Atlantic A— Suite 303 = Delray Beach, Florida 33483 U TEL, 561-276-6011 FAX: 561-275-6129 ISSUED FOR ArBB FIE11TfTAl BIDS PERMIT 010520ZI CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE TWO STORY RESIDENCE (TILE ROOF) a` 3400 POLO DRIVE, GULF STREAM, FL W REVISIONS N SET BACKS: REQUIRED PROPOSED FRONT 30'-0' 1.-,. IIWYY SIDE INTERIOR (NORTH) 23'-3' 40'-0' I,1 SIDE INTERIOR (SOUTH) 23'-3' 31'-O• a Q REAR (WEST) 30'-0' 40'-S 3/4' z ALLOWABLE HT. 30'-0' (TOP OR RIDGE) 29'-B' fTOP aF FIRST FINISHED FLOOR TO THE HGHEST EXTEROR PONY GF ROOF) ZONING: GULF STREAM CORE FLOOD ZONE: AE = 6-0" N.A.V.D. c z TOWN OF GULF STREAM SITE DATA TABLE GRD55 LOT AREA 24025 SF -' U W = EFFECTIVE LOT AREA 24335 S,F FAR CALCULATIONS EXI5TINS DEMO NEW NET MST FLOOR LIVING 0 5CFT. 0 SOFT. 3,6YI SOFT. 3011 SOFT. (INCLUDING POOL STORAGE) Q iVA91JFWtKa 19 NOT FORlomwC11Q1 UU R HAS BBE 1591® FOR fiO'iBdMBUf01 0 RE AN,— FfBLMNART f'FtlLFG QiT. } CEILING OVER 5' (DOABLE) 0 SQFT. 0 SOFT. 0 90FT. 0 SOFT. 2ND FLOOR LIVING 0 SQFT. 0 SQFT. 2038 SOFT. 2QJ38 SOFT. 5T FLOOR COVERED 0 SCENT. 0 SOFT. 513 SOFT. 513 SOFr. (PORCHES, OVERHANG.2 IR') & RILE NUMBER 503A701 W DRAWING TITLE 2ND FLOOR COVERED 0 SOFT. 0 50FTT. 4319OFT. 431 BaFT. AWNING . 3' AND SCREEN 0 so -Fr. 0 SOFT. 0 SOFT. 0 SQFT. ENCLOSURE (AT 50R1 a = PROPOSED 1 SITE PLAN r W 0 DATE AWN BY 09.19.22 1 DRGE GARAGE 0SOFr. 05OFT, 1455QFT. T4530FT. GROSS FLOOR AREA 0 SQFT. 0 501-T. 1,464 SQFT. 1 1,464 SOFT. OUT BUILDING 0 SOFT. 0 SOFT. 0 so -FT. °..OFT. TOTAL FLOOR AREA PROPOSED 0 SQFT. 0 SQFT. 1464 9QFr. 1,464 SOFT. =IR5T 20,000 x 33 6b00 SOFT. 561 60 -7. OVER 20000 x 20 TOTAL ALLOWABLE FAR 7,467 SOFT. TOTAL HARDSCAP'E AREA REOIIRED LANDSCAPE AREA � r JOB NUMBER °' 20220503 a m N DRAWING NUMBER -(LOT SIZE x 4 ) %134 SI.iFT. ACTUAL % LANDSCAPE AREA 10b29 SQFT. 0 N A1.01 NOTES: ZDO NOf SOALE DFWMFGGI . FIEID VFRFY ALL DRffinICN01 CCMRACTOR TO vEFMT ALL. IXISiIIYa 3. COIAITIal4, 4VD NOTIFY ARCHIIEOT F 4NY DESORIPANOY YY ORAWRY.B. fSEE GE*ERAL NOTES) a ALL 4REA CALNLATIRYa AF£ APPfroX N VICINITY MAP nl GENERAL NOTES: mB TIE MTEM 6 THE ARCHf1ECT M4T TNtB Drtwlc eE BlcaroR'IA2a�E uxrN ALL REOLIREhENTB a: TVE eIULDBG AIRIgRITEs wvING.3A:IBDIcrroN OVER THIS TYPE DF fa11BTR1CTION AIID CCaIPNJCY ALL CQrtFACiOpB SHALL DO THE R wJRG M car owrace wTu Au AFrucA.eLe cmee am REr�1AnoNB CCNIRACTOR SHALL vERFY ALL COS M— ANpOFEN�aJ9 AT ilE JOBBRE FRIOR TO YprdC TiE CRtiRAciOR SHALL FS_PCRT ALL DISCFEPNCIEG BENEQI THE DRAWPYG ANo7 E%UTMO rnNplTla•L• ro T1E AR>VREOT PRICK TO lYFT10M:G WOFK 3. .cNrRAGTOR eN.aLL d1PPLYLaATE NID BIIILp MT � Lpr%4LL MBERfB, ANC430R3, ANCiEB. eLEEYEB, 9• BLdH oofiMfB. 4a PfEBBI NS dlb PITOHEB MAT CE fEoIIF£D ACH ANp ACL YJDATE 0151�' 9YJriC 4. ALL—AVD BECTSHWN W TIE DRALLRGS A £ MTETDED TOo CE TYPICAL 44D 5H4LL OE Ca1BTRED TO APPLY TO AVY SIMILPR SITUATION M THE uA:Ha EXCEPT Y.� A DIP£RFlII DETAIL IB SHOIFI S. ILEBE CWYEFIB, A9 MBIRFIEIRS 6 SERVICE. ARE t1E FTaOPERTY a' nE e�TITECT AND MAY NOi EE LL�Eb OR REPf DIA'FD El�fE06ED PRIOR II.RITiETI CDIJ9O11' Pd'T. T RE 4RGHrtECT. S�AL�EaI� TWT 9ERVICE THE BTg1Cn1T� ABOVE l0' N4VD MM DESCRIPTION: ALL 6 LOT b ANp 1tE NORM Sm FEE! 6 LOT IL R.L^ O COVE K'CG7mPG i TtE I'tAP OR RAi TEEg6 AB PECOf>oED M PLAT EOCK 24, PACE b, PIELIO RECOf>oe 6 PALM PEACH CpNrT. RORID4 LEGEND: CaCf� E P00. pEIX Am PAVFF9 ODRIVEm4T OTuu BTDRr REBIDENw THEE wroF, SET BACKS: REWIRED Pr PmBeD BIDE MIEWOR fNCR1N, =9'-3' 4m'-m' IDE MIERIOR rSWIH) 3'-3' �I'-0' REAR rLLEBT) 3m'-m' •- 3/4' ALLOWABLE M. 3m'-m' rtOP OR RlDlafl 29'-B' OP Q: FIRST FMIBHEp FLOOfi TO TIE HKi1EST E%TERIOR POM! 6 ROO ZONING: GULF STREAM CORE FLOOD ZONE: AE = 6'-0'. N.A.V.D. TOWN OF GULF STREAM SITE DATA TABLE bT FLOOR LIVRG m ^AFT. 90FT. 3bTl SOFT 3bTl SOFT. MCLIIDRG Pa7L STORAGE, cEILMB aveR B' rDauE, aDFT. m BaFT. m BDFT. m eDFT. 1ND 0.aaa LIVMS m SOFT. m 9OFT. 2m3B SOFT. 2— SOFT. KT FLOOR COYETd-Y m SOFT. m SOFT. b BDFT. T3 SOFT FLDfC1 eA OVERHNYa I VY) 21✓D 0.00R COVEFED SOFT SOFT. 3T SOFT. AANMO.3• NA eOT-EM m SOFT. 0 SOFT. m SOFT m SOFT EN40dY£ TAT Bm%, N PROPOSED SITE PLAN 1.O1C SCALE: 1"=10'-O" architecture, planning ' and design i 1045 East Atlantic Ave. Suite 303 Delray Beach, Florid, 33483 j TEL 561-276-6011 FAX: 561-275-6129 I ISSUED FOR N88NEMIRAL I BIDS PERMIT mlQi]Otl ! CONSTRUCTION i WPROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE GULF STREAM, FL 1 REVISIONS 1 Q z WLU Q Twe pRnulEc B uOT FOR rAntwcrlwt w R NAB 6� ISCIED F 1 wxr ARY PR FR£NTAL � R6vleu ANOroR PRanKXa If aLT. FILE NUMBER w 503A101C � DRAWING TITRE 'PROPOSED LD SITE PLAN W (COORDINATION) u 0 C1 DATE DRAWN BY `o 09.19.21 I GE dr N JOB NUMBER 20220503 v ? DRAWING NUMBER N A1.01 C r _ I 1 I 1 1 __ __ _ _ J O . . . . I C I 1 1 I I I I I I I I i I I I I I -' .-I J 1 I . .-.-. __----- -------- —__ 1 . ., . . . . . . . . . . . . - :.:.:.:.::..... 1 .... --- ... ........ ---- ---- .... ........ Ell. - .................... .. �=.. � �� 1------------------- - J :., :- - :--:-:-:-:-:-:-:-:-::_: - :- $- -:::: :- ::- :- :-:.:.:.:.:.:.:.:.:.j -- _ ........... k ................--.;4 :-:-:-:-:-:-:-:-:-:-:-:-: -:- -:-:-:-:-:- :-:--:-:-:-:-:-:-:-:-:-:-:-:.......... PROPOSED HARDSCAPE VS. PERVIOUS PLAN SCALE: 1/6"=1'-0" c . . . . . . . . . . ..I -...I NOTES: I. DO NOT SOALE DRAWNG51 2. FIELD VERIFY ALL DIh1ENSIONSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT PIWRE A�Cy IF AN GENERAL NOTES W/ DRAWINGS. (SEE GENERAL NOTES/ 4. ALL AREA CALCULATIONS ARE AFf ROX LOCATED ON THE SIDE OF POLO DRIVEIVE N VICINITY MAP PERVIOUS AREA O3388 SGi FT. OB l31 SO. FT. OG 9l6 50. FT. O20, SO. Ff. O20, SQ Fi. O25S SO. FT. O312 SOFT. O223 50. FT. O109 SO. Fi. O350 50. Fi. O2169 50. FT O --FT TOTAL: 10,629 SO. FT. LEGEND: LANDSCAPE AREA CONCRETE DECK J PAVERS DRIVEWAT/ETRRY WALKWAY TWO STORY RESIDENCE TOTAL IMPERVIOUS VS PERVIOUS AREA: TOTAL SITE AREA (EFFECTIVE LOTT. TOTAL BUILDING FOOTPRNT: IMPERVIOUS AREA: (DRIVEWAY, PAVERS, POOL,TRELL15 AREA ETCJ 24335 9,F 4,959 S/P 8,111 b/F TOTAL PERVIOUS AREA (LANDSCAPING) 10,629 SIF TOTAL IMPERVIOUS AREA 13,106/ 24335 563 % TOTAL PERVIOUS AREA 1V029 / 24335 43.1% TOTAL PERVIOUS . IMPERVIOUS AREA- 13,106 . 10,629 . 24335 . 100% (REGU1REO OPEN SPACE 40% - PROVIDED 43.1% OPEN SPACE) N ar v m 0 v O m 0 architecture, planning and design 1045 East Atlantic Ave. Suite 303 D.IraY Beach Florida 33483 TEL 561-276-6011 FAX: 561 —276-6129 ISSUED FOR ARPS YJB11tR41 BIDS PERMIT dmSiOB CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREAM, FL REVISIONS R NA61�]( I• l� FOR WrERJ f21TAL R=_v®u AJDroR FrmnNex Fpc+G OILY. FILE NUMBER 503A102HP DRAWING TITLE PROPOSED HARDSCAPE VS. PERVIOUS PLAN DATE DRAWN BY 09.19.22 GE JOB NUMBER 20220503 DRAWING NUMBER A1.02HP 7nGli �-pllllllllll'=':='IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111118 anmonlunr................STORAGE POOL • �/ �� il11111111111111111111114==�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111:=:Illlllllllllllllllllf!hllllllll'="='IIIIIIIIIIIl1111111111115 I ��rlllllllllll� Llillllllllll1111111� �IIIIIIIII'- I_ Jr � �. II ,�•�,I ,Ilu � : • F��I ��� � � 1 � � � III — nil. II■I■I■I■I■I■II��I�I■I�'I III ��� I •� � m �� ® - =IIIIIL. � — llllllllllll'���IIIIIIIIIIIIIIIIIIIIIIIIIIIIII� _— IIIIIIII'-��� --_IIIIIIIIIIIII111111111:=!11111=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�='IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITi 11 - ROOM 1-----=11............. ..._{ill'rl!IIIIIIIa�== o .I �r C w � 1 MU — 1 1 I 1 1 ,jam m � loll =���I�I� -_ � �IIIIIIIIIP—'IIIIIIIIIIIIIIIL. JIIIIIIIIIIIII- ,? __- -= ,=_IIIIIII!11111111111111111!IIIIIII!11111111111111111!!IIIIIi:llllllllllllllllll' ,� :ri���� I I = - -I _IIIIIq��Illlllllllllb=:1111III!IIIIIIIIIIh_plllllllllllllllll—=, I���i �1 —IIIIIIIIIIIIIIIII!IIIIIIIIIIIIII!11111111111!I�-�� A' �, �:�j U wlll�='IIIIII111111111111111111IIIIIIIIIII'==�II�L: ��=-ice I I=- -wll!IIIIIIIIIII'='IIIIIIIIIII!I!!�IIIIIIIIIIIIIIIIIG II _- I� PROPOSED DIMENSIONED GROUND FLOOR PLAN DDo SCALE: 3/16" = 1'-0" 5' a b' INTERIOR PARTITbN 3K' 30 G4 FETAL 81IID8 YV K' GTF'91H WALL EOdRD BOM1! BIDES (LEVEL V FIN). (MR DRYWALL . BATHROd?i AND KRCHETL VERIFY W/ DRL]VSIONS-VARIES TIR YJIL1ft NW6E). 3-COAT �T11 STUCCO FMIW EMERICR W/ MIERIOR TO RECEF/E h' TYPE x' GWB. Yl• LEVEL Y PAPRED FMIW OVER Pi' PETAL RlRRYa . 34. 04 YY RI0 R-FOIL W°Ji BENV BLAT CPIG OCK 4T EM WALLS. PfK1vIDE h' FlR G W8 dT .N_L 64THW'IB, 1 KITOIaFTIB NOTE: K"DIX6-W¢1p' .ALL TILEp W4LLbl. fALL MOISTIRE fESISTAYT GYFSm'1 BOAFm MSTALLATICN AND LmITATIONB A6 PER FBL: R SOLO. CdC(ETE BLOCK WALL W/ 5/B' x-COAT 91'IPOTH 9TIICC4 FPL PAMlED Qx EXTEPoOR IW MTERICR TO FECEIVE h' TYFE x' GLIB. YU LEVEL Y PANTED oIW OVER IK' METAL R1RiG • 34' GARA[�-(BEE 9T91CTJ b' qi Q' MT. LOAD BEdROYa PMTITON WALL YL (U LAYER 6 B/B' TYPE-x' GWB YU EMOOTH LEVEL V FINIW - AMTED GN EA BIDE OF 4' (4mmslbx-BiJ Ib CA FITL Blldl9 Ib'OG (6FE DRt RR PLMS FOR AGILLAL WdLL THICIPE%1(FiR DRYWALL. BATH(d'AT'1 DEN6-WIELD BEHPID TILIL EA (NOTE: CGNTRACTOR TO FTd�vIDE dLTERNATE- M LIFL 6 4' METAL STIIDS. P.T. x x 61 . b' OG -NEED TO FIELD ADJUST DPENSICNB FOR THICpE%). B' CLNCRE(E BLOCK LOW WALL LLV SIB' 3-COAT &'tOOTN BlIK1' FM PdMIEp LN BOTH BIDES tYP. VAPoES M HT FRLT1 {'-0' TO 6'-0' -(BEE SIRCTJ. b' LOU WALL IN1ERlOR PMTITIDN 3Hi' 2m G✓i I-4=tAL sTIDs LLV K' GYPWt ItWl BOARD BOTH 61DE6 (LEVEL V FMJ, FUi DRYWALL 43' HGH B' CQJLTd=TE BLOCK WALL uV IA — 3-COAT &'BOTH BTICCD FM. ' Q! EMERIOR fVEFFY WRH OYIER P MTERIOR I6 TO EE PABxTED). El I HR RATED GARAGE OR 6HAFT WALL PMTRIRI GA FILE NO. LLP-10TL YY R-II BAR M&1L (TYPx. � � ST2ICNRAL STEEL COLIYN N' x M' CCNCPoTE COLU'N9 W' 3-h' COATb 6Fb0TH STUCCO PANTED FMISN O uA1JDOU Nl'IBER SEE SNEET A90D FOR SITES. CONTRACTOR TO FR(JYIDE SHOP DRALLIN({ FOR dPPROVAL ODOOR NISER NOTES L ALL MTEPoOR WALLS W/ CAB9ETS OR STAIR RAILRG9 TO BE PROVIDED YV N' PLYW'YlD CR WOOD BLOCKPG. . ALL �, BATHRo01•I, LADARY I KRCIFN BACKING OR EaIAL 4. AI_L MtEPoOR DRYWALL TO HAVE LEVEL v - FMIW 5. ALL EXtEIiIOR WALL TO BE FlLLED W/'COTEFILL EI(fERIOR 6 W ILDRG I6 6EALEDI. RIFT YU p4ER d MTEPoOR WALLS TO F£CEIVE (U ADDITIONAL LAYER D; I' 440 60llm BAPo3IER 'VIQ•IA60tE' OR E6WL. AREA CALCULATIONS GFCI.ND BOOR NC (MCUIDMG F'LVL 9TORl GEI 3bTl 9F 3 VA- lY2 GARAGE COVERED Fp If FNIRY REAR COVERED FORCH lK 9,F IK &F bxs 9rF GfdO.flD FLOOR AFEA 'DER FOOF 4,B89 B,F EECOND FLOOR AREA 'DER aC IBBB BR FEAR COVERED PORCH 43T 8N SECOIm FLOOR AREA DmER RIOF SETS S,F TorAL ac FLooR AFEA 5,T09 B,F TOTAL R(X/R A EA IAIDER ROOF 1pb4 6,F FR �T tFELLl6 TEPo:ACE 2l0 bF REM TRELLIS TERRACE 2— NOTES: 2. FIELD VERIFY ALL DIMENSI"I CO.VIRACTOR TO VERIFY ALL —TMG S. C01J7RION6, Mm NOTR'T ARCHITECT E 411' DIS(3£PMICY W/ DRAWRIGB. (BEE GQ✓EFAL NOIESJ 4. ALL AREA CALCULATIONS ARE AFPRO architecture, planning and design I 1045 East Atiantic Ave. Suite 303 OeI.y B-ch. Florida 33483 j TEL 56-275-6011 FAX: 561-276-6129 ISSUED FOR AR'B BIB VAL BIDS PERMIT 016103i CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREAM, FL 1 REVISIONS Q THLB DRAIRG IS t FOR OO.5TFaCnI . W R H0.4 ANO IBBIFD Qt GDY PW-MA l� REVEW AW/OR P..'41MNAft1-PPoC1Y I� QLY. FILE NUMBER w 503A200D IL �DRAWING TITLE 'PROPOSED GROUND W FLOOR PLAN o (DIMENSIONED) Ll DATE DRAWN BY m 11.02.22 I GE/JH OR NUMBER �. 20220503 DRAWING NUMBER A2.00 D FLOOR PLAN NOTES 0I 1. ¢ CEDAR BIEIVMG AND ROD AT... AFF-COORDINATE WITH O1NER (CONRACTOR TO F%2VIpE PRICE FOR DURfl ILT-M'0). PANTRY: PROVIDE 3/4' PANTED LLOO) W TRR1 I,% AND 60' 4FF. 03 LINEN UV S EQUALLY SPACED 3/4• PAINTED BVELYEB W/ TRIM COt1w1GTg2 t0 RVDE BACKING •ALL WALLS WI 81£LVM(a � CAME» ITYPJ. ® 24' PLAN xHINGED -FULL DOUN ATTIC ACEEB6. OEE RO:.F FRMF I•ECNl. EOlIP. IB LOCATED RBIDE TV♦E ATTIC, IT SHALL EE BE MBTALI.ID AS PER FHL. -R 2020. ❑� R' x X' ATTIC ACCESS UU PULL DOIN LADDER BT RAMBOL ATTIC efi-cBB - F-bEPoEB'- oR EQUAL BEE ROOF FRAMING FLAN. (FIELD CCOFDINATE EXACT LOCATION FOR PT PER CLEARPNCEB>. ❑801ND INSULATION BAT». (TYP. AT ALL DEDROOTB I BATML G'IBA NOTE - vERIFT YV OVER IF B,, M -LO - TO RECEIVE (1)ADDITIONAL LATERI- H G 0TE 440 B W D BAWLER BOARD. - VERIFY ALL LOCATIONS W/ OLNER ®.TELL-COTRALTOR TO VERIFY UV OURER ALL fEO11RED M'e I BAOXING FOR ALL PLA8MA4iAT BCF£II•I TV LOCATIONS (TYPJ. ® STORAGE SVELVRG BEE PANTRY NOTE N0.2. LP GAB - TAV4E0B WATER VE4TER6: CAPACITY AB DETER•IMED BY PLU"®IIJG ENGPEEI" 0EE P.U'®MG DRAWRCfa (TYP. GF 31. D AR HlY•DLMG WIT: CAPACITY AS DETETdtMED BY MECHANICAL ENGRFPR BEE .'AC PLAN ALL W I» TO DE EOIIPPED UV BOTH RFlIE HALO' SUPPLY I W LIGHT (APCO-S- -1 AT COIL 1 DRAM PAN. (PECK EdllP19lT ACCE69 A4 PER FHL. - R 2020>. n A/C CO'Piff •9.OR Ql sTPo 'UPA- SLAB CAPACITY AB DETE ; ALL BY HECK ENGINEER BEE R TO PLAN 1 SITE TALL (NOTE: ALL EJOFRIOR EGdIIP. TO EE 4 MN l0' NAND. 1 INSTALLED OV ISOLATION PADS). I LP GAB VALVE -BEE MEP. DRMURYd FGR EXALT Of�1TION BPEQ- ❑ LBEE BITE PLA4 FOR UDEIY�lD 1000 GAL. LP TMK © MAIN DIBCONECT. ® ELECTRICAL SERVILE PlLEL . 60' ABOVE ROOK © ELECTRICAL PETER ® DOOR BELL G GOLF -CART CHAFC.ER - VERFY YL GVNER ON 6PEQ - SEE ELECTRICAL DwWBNG6. ®PROVDE LOOM ELECTRIC CM2 CHMGRG BTATId M GARAGE - VERFY W OWER QN BRAND ITYPE -BEE ELECTRICAL DRIW9. IFRGAnON PIf1P -SEE SITE PLAN 1 LANDSCAPE PLANS FOR SPEC. 30 POOL W'P f0T DINERS)- BITE PLAN FOR EXACT LOCATOK A GAB GRILLE GONLEGTIOJ, SEE-UMI5ING PLbJ6. 2? PROVDE Np6E DIB SEE DETAIL ON PLIf1BRG 6HT. - ❑ PE - TO AND LOCATIONS TO DE COOP B 51 D UL OJRER (NOTE: SECOND BOOR POfKN FECEIVE Vb9E DIB1. 13 BEQALTT ALAPo'1 f'ADT' OR EOJAU, IFIEPHONE LADLE PALL • 60' 4FF. 24 DWR BELL (RING' OR EfAIAW -VERIFY W/ WRER ON LOCATIONe OF CHINE BOXER) - COORDINATION UL LCW-VOLTAY,f. 75 LP GA6 GFTERATOR ON 6TPo1 UPAL BLAB I ISOLATION PADS - COJTRACTOR TO VERIFY CAPACITY / DEMANDS UTILITY CQTPAVT. 36 'To- EONP. LOCATED WRMIN LEVEL THE Oft M. T. TIDSHALL BE RAISED TO MATCH FMIBH FLOOR T.D. NAND. 11 LP GAB POOL _ .TER DT DRIERS. VEPoFY W/ O1NER 1B D G WABHMG 6TATICN TOM RALLY TILED W ALL WALLS Mm FLOOR (vERFY UU O1NER MID INIERGR DESIGNER). 29 3` DIA ROOK DRAM • LMfIORY ROOT - 9EE PLUMB- FLAN FOR CONECTIOI mPREFAB LAWDRY COIIELTIOI BOX FOR UTABVER AND DRYER ❑GALV. FETAL DRYER VENT THRJ FRONT WALL DRYER VENT SHALL 31 NOT EXCEID MPNIPACTYER'8. FECCFMErDAnON MID/ OR 2ST_ - PROVIDE FE4WALL NTOPRED DRYER VENTL RE-A­DRYER- BOX x480 'M-O-V4TE TECHJC/_OGICGIES' O3 EONL fttPICAL AT BOY! 0.WF6>. ELECTROLID( Si863TNIW WISHER (C0.0R WLITE) fYERFY UU oIW:Ew. 33 ELECTROLUX STY62TIIW GAB DRYER (COLOR -ITE) (VERIFY Ul' wNEw ® LAIn'DRY 8RK TO BE BELECtED BT OWER). WOLF 60' LP GAB RANGE - 6 BIBeER6 W/ RFRAF® CHARBROILE'R AND RFF.4RED GPoDDLE OF6065.CG/S•UU 66' R WALL ER, lZl' DEPTH) OR EQUAL. NOTE: PLM•IBER TOO MBTALL FOT FILLER' ALONG BAC%SDE 6 RANGE - VERFT UL OLNER CN OTTLE . LOCAnONI '1RpY H' 6TAMLE66 STEEL B1I'1K W/ DIBP. I INDEWIOTAR -YERFY 6TT1_E ICOLOf2 U4011ET IMTEWOR DESK3✓ER 31 34' OV PLAT DIG.LI6NER DB4N00rvb3N111 BY B09GH OR EQUAL (VERFY UV OUNEw. 43' SUBZERO R6lLGERATO2 (-TO COOFDM4TE PR P£R CLEARMICE UV GARRET NTAIF. FOR DOORSI. � 30' DROP DO1N DOOR HICRAUAVE -WOLF - W-DD3mTESTH ORE - (VERF1-11Y CULIERI. (COPRAL'TOR TO EOOTANATE PWWER CLEARANCE W/ GARRET MMBF. FOR DOORS). ®30' ORIOLE ELECTRIC WALL OVEN -WOLF - WB030TEBTH OR EEJIAL - rVEPoFY UW DUEw. rL(MTRACFOR TO COOL A•NtE PROPER CLEAFAIICE W CADRET MMIF. FOR DOOR J). 41 30' W I G DRAPER - U.OLF - IW D 1 Y836543 OR EQUAL (VERET W OWER). ®CONTRACTOR TO VERIFY Ull ObER ON ALL WDERLONTER dFPLIAJCEO 16FEc'0 WITHIN KITCHEN ISLAND. 43 GRANITE KRONEN CONTERTOPSTIPPEUL 2' BTRAGFR EDGE 1 BALK BPLA9H TO IADER9IDE O R CADRE» YV VIATER FALL' SIDES (VERIFY ORiNICgE88 AND EWE UL aulEw. 44 UPPER MD LOUER WOOD RAISED PANEL CABINETS UL OLDIN MOLDING CONTRACTOR TO Pf70VIDE BNOP DRAWNYB. r BRETB t0 RNDE LIP FOR HIDDEN OPTIONAL LOL VOLTAGE LGHTMG -TOE KICKS). ' x b• BFmOTN CLEAR CEDAR IN9 GR EO. - BEE STRICT. DRAIIMGO FOR HIDDEN COTSELTICNS. CONTRACTOR TO &JB`IR BLGP DRAWRCfa FOR APPROVAL 46 ALL INTERIOR 3-PANEL D'-0' hL DOORS BY 'TPoBTILE' OR EOIAL. PFYRIL. I FMIBH TO MATCH TRBTILE 6NGLE PANEL RECESSED DOD2 (T830mD - ONE STEP 6TICKMG PROFILE). -NOTE: VERFY WITH N'ECNL ENGREER / DFAURC9 ON LOUVEfED LVR30mD COLR6 3 0� 4/C CLOSE»). dl EDVAL. WIDE FDF'BAYiJ DOOR' •R3000 BY 'iPol-STILE' ® INTERIOR POCKET FRENCH SLIDER BY COASTAL SUPPLY OR EQUAL 49 STAIRS TO HAVE STAINED LANDRGB AND TREAD., ALL PoBETd I .ALIBI DEe TO DE PANT GRADE POPLIN (BALUSTRADES i0 COMELY DIRECTLY TO TFEADS, SEE DETAIL). ®5 x 5 NELEL POST W 43' MIN HT. -AIL - 9EP SHEET A- FOR DETAILS (NOES TOP GF HMIDRPALB TO BE 36ABOVE TF£AD AND STAINED TO MATCH WOOD 0.PORRGI CONTW TOR TO SIBI'tIT OHLP DRAWN 1 FOR MPRfJVAL CORRALTOIR TO PROVDE ELECT. FOR HOIST fLOu.ERMG AD 51 PoBR•L'i LKiIi RXNRE A L BTIRNELLI - W/ CONTROL SWTCH (VERET W QUER QI OC4TIQU. PO JCEt F£CEOB • EEILMG FOR iNp 1 BNADMG DYBTEM' / OR R LINEAR COVE LGMRG -VERIFY UL OVER / DEBGNER - CORRACTOR TOR LADE &TOP DRMUMG. � FRAY. APPROVAL 53 COLT I V4' HT. x 4' CLPPET DPoP Elk".E • Al POFCVffD. ®M BIKAFLEX PW' ODOR EGIAL�DCONCI TINEDNOLD/ CLTIC. a LL. ALL EX}EWOR DDOR6 1 WRDOLLO TO HAVE 'BMCAFLD[ 90' OR EGLAL CAULKRI(• BIIOVCMLALlBi iRll'E CODITQE (TYPJ. ®ALL UIINOCWD TO WIVE x P.T. UD EJ ANCHORED TO LQNC .AS PER PPoOpUGt APPROVAL 51 '� DOOR I O.RDOO COWERS, NDR'8. I JANSS to DE WRAPPED W/ SOCA TOP REAL ml' OR EO. TIENI -APPLY '91KAIiEX m2 EVEWI_A9H Mm•BRAE' OR En OVER ALL AND BUCKS UU A MR B 4T TFE RREPoOR BIDE OF ALL OPENRGB MID ¢' W THE FACE 'N ALL THE OPENMGB -INSTALLED AB PER 1MA r SPECS T .XGA' OR EOL -NOTE: C9HTwNLTOfi t0 FEQE6T'ADFESIOI TEST. BY BXKA AD OR HARP. ❑FROM DOOR TO BE •BK3NAT3£ DOOTt RIG'- .TAP® MAHWMlY (VERIFY LLV OWNEW I METALLED DY'COASTAL 61PPLT' GR EO PFYYVIOE CERFFICATE O CO1P IAVCE U4 WRID 1 TRACT REQttI». - PROVIDE BVip. DRAILRG FOR CUNER A ­ AL (Pw 6 PANEL.FIBEFGLASB DQOf2-P1PAR FSbISTANT OL -0 �'-'TERMA-TEL' OR E[L FOR TE POOL 6tORAGE - PANTED. 60 'LGI' BENTREL BERET AUft FRENCH DOORS (COLOR LLHITE> - LLV LOW E GLAB6 OR EOLAL. TO BE RIPALT RE8ISTMIT MD COI'IPLY OL ALL DARE OOIMY R'IPKT AND WRD CYCLRG TEBTRG --IREMEN» CONTRACTOR TO PROVIDE CEWFILATE OF GGFPLIAVCE rTTP). -BEE DOOR SCHEDULE `x �9' MIERIOR PARTITIGTI 3YJ 30 G4 �X1 METAL. BTIDB W/ %. GYPSIN WALL BOARD BOTH M (LEVEL V FMJ. lY1R 6' LQU YWLL MTEPoOR PPRTITION 3%' 10 GA METAL STUDS I. k' GYF'Blt WALL DRTLL{AI.L . BATURag13 AND KITC BOARD BATH BIDES [LEVEL V FMJ. MR DRYWAL_ 43' HGK vEPoFY W/ pA•E-N510N6-VAPoE6 THRO.Y VWt NDUBE). � IIIIIIi)� 2 CONCRETE BLOCK WA1 U4 ANAN 3-COAT BNIDOTH STUCCO FRL PTED K' 3-COAT 9NCVTH 9TICL0 FMIBH OI EXTERIOR UV RRERIOR TO FECEIVE k' TYPE X' GWB. UL LEVEL QI EXTEPoCNERPY WITH OLNER IF T INTERIOR I6 TO P£ PANTED, V PANTED FMIBH OVER Nk' METAL RbR 1 . 24' OG YY RT0 FI-FOIL MBJL BETLV BLOCK AT E CONC. EM WALLS. FT LADE k' MR GLIB AT ALL I HR RATED GARK£ qi BNMT WALL DAT4fid18, I KITCIENS NOTE: pART1TILTl GA FILE NO. WP-I0T3 W) R-II 1TTP1. k"DE21. ALL HEED 6ATi McUL. WALLMOISIISE LATION NT S1. (ALL IALL AN GYP91H BOARD M6TALLATION AND ❑G BTRICNRAL STEEL COLU-M LMRATI N0 AB F£R FBG-R 3010. 0' LONCfFTE BL0.'X WALL UL 5/8' M' x K' CONCRETE COLB-IN9 UU El 3-k' COA» EM0011L STUCCO PANTED FMI&1 3-COAT YIL TN STUCCO F. PANTED O4 ExTEF10R Yll NTERIOR TO RECEIVE O WIIL3O NI➢�BER - k' TYPE X' GWB UV LEVEL V PANTED 9EE SHEET A900 FOR BITES. FINISH OVER RY' FETAL FURRG . 34' OGGARAGE-(SEE 9TPolCTJ CONiFACiOR TO PROVIDE _ DRAWRNGS FOR APPfOVAL /� �/ LOAD pEARRG PARRTION O2 DOOR NM•EER WALL W/ fU LAYER 6 5/ I. V TYPE-'X' L GLIB.I.L LEVEL FA41BH - PAMTED ON OL EAEA BIDE 6 4' NOTES. [40m6b2-54) b GA MIL 8TID0 • b'OG (SEE DPt RR PLANb FOR L ALL MTEPoOR WALL. YY CADME» qi STAIR RAILMG9 TO BE PROVIDED UV Vl' PLYWOOD OR dGTJAI. WALL THIO?E58) rN1R DRYUtALL . BATFIROOI'18. 5/B• UC10D BLOIX 2. ALL BEDTNOOT. I,ATJROO•I. LNI'IDRY I KRLHEN DENS -.HELD BEHIND TILER [NOTE: WALL. TO _N•E TART BOWD MRILATION ITYPJ X' CONTRACTOR TO ALTEWNATE M LIEU CF 4' FETAL U A' 3. ALL TILED WALLS TO RECEVE S)b'-'CW 04CKRG OR EQUAL E,LD6. P.T.1 x 6's • b' OG - N® TO FIELD 4. ALL RlTEPoOR DRYWALL TO WVE LEVEL V - FINISH ADJUST DRETBIONB FOR THTCgE80). CONCRETE BLOCK LW WALL W/ S. ALL EXTEROR WALL TO BE FLLED W/ Y.ORffILL 500' OR EOIIAL (NOTE: TO BE MSTlN1ED AFTER EXTEPoOR CF BIILDMG I. fiEALED). I -COAT SMOOTH BTIICCO iII1 PANTED ON BOTH 6IDE6 VAPoEB .1 S. VEPoFT WEER NA INTERIOR WALLS TO RECEIVE f.1 U ADDITIONAL LAYER O 440 6OM1 FROH 4'-0' TO 6'-D'0' -(BEE STRGTI 0AW21ER HOMA90TE' OR EtWAL AREA CALCULATIONS G( IMJ BOOR A/C fM0.11DRG POOL STOW £) 38TI 6R 11/3-EAR GMAL£ E/JVEPo?D FRONT ENTRY V15 B.P FEAR COVETd-D F'OFKH 43B BF CROWD ROOK AEA UNDER RGv"F 4,9B9 9ECOD ROVJR AREA UxDER AIC 303E DF REAR COVERED PORCH 43T 8R .EC%T'D ROOK AREA UNDER RCGF 2,4T6 9:F ORAL 4/C FLOOR AREA TOTAL BOOR .AREA UDER ROOF 1p6a BF f 'T TFELLIS TEPotACE 210 &F FEAR TRELLIS TERRACE 2m BrF NOTES: L DO NOT SOALE DRAUMGSI 2. REED VERIFY ALL DR'EN 1-1 CONTRACTOR TO VERIFY ALL EXI6TMG 3. CODITIONS, AND NOT ARCHRECT F MK DI9CfEPANCY UL DRAWS . (BEE GENERAL NG 1 4. ALL Af � cALDBATla19 AFE M+TiIDX bl YELCGR"1' P'PdGT PRODIIG»', OR EQUAL ALU•L 6LIDRG DOORS W/ iaU E' GLAZG - BE IMPACT RE6101AtT A(D COTPLT UU ALL DARE CONY R'IPAR TO-D. WRD CY4RG TEOTRG fEalllE2'1ENTS COMRACTOR Pf1fl14D.DE CEWFIWTE 6 CO1W LANCE ITYP). - (COLOR - uHRE) - ax -AL (VERIFY UV wHEw. 61 'COI' OTtirl c 1F.+Y FIXED I CASET'O:T (SEE IFAVD ­ ALU-L WNDWS TO BE IMPACT REBIBTANT,'LOW E' GLAe616EE ENEFGT CALCULATIOJB) MD COMPLY WALL DADE LQMY IMPACT MD WPD CYCLRG TEBTRG FEQIITEN'ElNI- CONTRACTOR TO PROVDE CEWFILATE O GGMPLI4GE (T'PJ -COLOR WERE 63 TYPE WRDOU SHALL BE OPERABLE iTtOt TIE ABIDE TiE U8E 6 TOOLS AFD PRONOE A CLEAR OF81RG O NOT LE88 THAN 10' W/ 14'W. AND 5.l SO. iT. AREA THE BOTTOI'I OF THE OPBNIIYa SHALL BE NOT MOTE THMI 44' FRLM THE FMIBH BOOR LEVEL NOR SHALL AVT PAW W TE OPERITRG MECHMNISFI BE PLACED HIGIFR TWN 5/' Ff M T4E FM FLOOR ❑OVER HEAD G4R/Y£ DOORSPo»I6TANARE TO FEET DADS COMP URID F'4 CLING AD IMPACT T TESTING REDIITEMENRB. COIfTR4O OR TO PROVIDE CERT. CP CCMPLIMCE.ORBET O EL :OR DECORATIVE '.ORAL' APPLIED P EI_ 9 ORQAL l ET006 BE SELERED BY p¢ER -BEE EXIEPoOR EVATIONS). 65• RAISED CONCRETE RAM WATER EDGE OGtE: PAVERS TO BE M01ALLED TO n$ BACKSIDE OF THE GARA(£ DOOR3). 66 ATTACK GARAGE DOOR TRACK THFAI COW. 2 x 6 P.T. UIOOD BACK MO FILLED CELLO Y.V 3/B' DIAH. AP1CH[Xi BOLTS AS FER MMNF. 9f£CFIC MSTRICTION9 1 9EE OTRUCIURAL DRAWINGS 1TTPJ. 6l AUTLMATIC GARAGE DOOR OPENER w/ LKAiT6 (BEE ELECT. DRAWMGSA 68 AUTOMATIC GARAGE DOOR DUTCH 69 INTERIOR GARAGE DOOR TO BE 20 MR FRE RATED DOOR YU CLOSURE HRGEB. TO BUTLERS PANTRY - 36' PEFRIG OR EOIAL. feTYLE AND FMIBH TO BE SELECTED By OWEw. ❑F-C= ELECTRICAL OUTLE» MD BWRCH BOXES IN QE HOAR T FIRE RACED PAWIT NOT TO 0 M SHALL BE ME-(ALLIL WRH A &EFACE b fKi MID 1}E SUFFALE ARFi1 CF THE BOXES _ SHALL N NOT EXCEED mm bQ M PER m0 SQFT CF WALL 01WADE BOXED LOCATED THE OPPOSITE DUDE Cf TE PAWRIOI 0HN1 BE SPACED 24' APART. MECHANICAL DRAWRY{ BP WIV - E-L. 13 dIILT-M NICHE WTH BNELVE9 - 3'-6LL x 3'-6'H x I'-6'D. rVERIFT SIZE AD LOCATION WtM Wl•ER/pE81C!& ). HALM PPE RAIL 11 t M. DIA) W/ PAINTED -M FMIBH - ttP. AT INTERIOR GARAGE 0TEP6. ❑GARl+OE ROOK TO BE CLEA! AND PEEP FOR EPDXY FLWR BTSTEM BT EPOMSOAn GRAY WTi .LIE BLEND OR EOIAL . VERIFY WITH 01- l6 b' x e' BTARLL£% STEEL A•L911LATED ROOD VEIN BY 'BnAW VENT' MODEL • 1540-510 AT PEPoMETER WALL - ESP. PONDER COAT FMIBH rCOLOR LLHItE) lPtSTALL AE PER MAN' 9FEG'J - TYP. CF 4 AT GARAGE AREA 1IJ01E: A MRL 6: OF d NIAVRG A TOTAL AREA NGT LEB6 THAN ONE rU NCH PER ONE rU - FORT ON DIR£TEIIT BIDED DI EAGM ENICLCSED AREA. ALL OPEN SHALL BE ONE lU FOOT ABOVE ADJACENT GRADE 1 BELOU TE BABE FLOOD ELEVA 1-1. 4' RAISED CONCRETE WEEL 61OP0.- - • GARAGE ❑MINI -SPLIT COMPFEBBOR - MMITNIDI&JI' OR a- -BEE MECHMIICAL DRNURG9 FOR .-' -CS. ❑� ALL DRIVEWAY PAVEf� TO BE CN 1' LREDTCNE BCF£EtIRYA Ul' B' LMEAOTK BABE CQRAC}ED TO A MM 90II DENBRT - DEE CML DRALIMGS AND vERFY LU TO1N OF GULF BTRENi KRETICO 'CP BEREB' CP 3L3B rBOTENER WTH TAN, RESIN . Lpl13F � FLLTER - WRIER SOFIQEF SYSTEM OR EO - YERF1- W/ OWER ®'DR P M T11B' (TEWLYbA BY VICTORIA I ALBEW') - STYLE TO BE SELECTED BT 0-(REED VERIY GLEARMICE6 / FAl10ET8). LAN. IBTYLE ANO COLOR TO BE SELECTED BT OWEW. 83 LLWTER CLOSET VERIFY YY O4ER F ELECTRIC REQIIRID - 9TYLE MD COLOR TO BE SELECTED BY w3Ew. cWtwsL ORTO USE I ❑ f' BEVEL EDGE 'p Z' CONTEWOPB FOR ALL BAT- MID LAND­ROO-I - BEE FINISH SCHEDULE FOR 9FEC'6. TEN'IP£!ED FRM'ELE80 GLAOS Si1PJER ENCLGVIIRE I DOOR N' MRL THICKNE59 UL BREIED CHRO'E CLIPS. (NOTE: Lt TO HAVE BOYaLE SLDMG GLABB DOOR BT 'ORIGINAL FRAMELESS BNOUER DOORS' Oft EQUAL). ❑ALL TILE 0.RG TO BE NON -BLIP. ALL 6HOLER FLRB TO BE REOEBDED 4' DELOL FINISH FLOOR I SLOPE TO Dw1M BET M BIIOLER PAN - I' TOPPRG AT BECONEI ROOK TO BE ELR'11NATED AT ALL BHOO.ER6, rNOTE: GWNJD FLOOR 6tR1LtURA.L BLAB). V x 2' NON -BLIP MATALE BHOJER 0.R TO eLOPE TO DRAM BET Bl M BHOLER PAL ALL Nt! +LE TO BE F'LA4ED ON 6/b' 9IIfmQC' (TYPI FAIBi'i00RING . AFEAS TO RECEIVE TILE OR MARBLE). 20'H x 20b TILED BENCH W/ 5A6' 'DURODC' OVER 3%' 10 G4 FETAL 6T1D8 • 10' OG BUILT-IN 81NPiER 81FLF (MIN) - 10' x 6' x Q' (EERIE ALL LOCATIO44 AND sIZES uv OWIEw. ❑� CEILRG MGIINTED OVEPoEAD RAM bHOUER W, WALL MKVRED HMDVELD BHCWBR NOZZLE (TTP. M ALL BATIfCOMB) -STYLE WSH TO BE SELECTED BY OILER ® Rd:IIED OJT DRYWALL b' TO B' iOli PLU'®RG STACK ❑EVERY BATHROOM DOOR LOX SHALL BE OE.-D TO PEW1R THE O'B•UG O THE COD® DOOR F T1 THE Ol»IDE M .ON EI'IETY£1VCY. WTDOOR BROILER Yl/ DECORATIVE WALL Ul' 4'. 4. OOINICAN COQUINA ACCENT BAD. I' x I' AND A. x A. DE NATIVE CERAtIc TILE SHOVIER WALL WI .HOLLER PBAD, FOOT WASH MD dCLE660RE5 - ALL NATERIAL6 TO BE APPF20VED AND RLSTALLED AB PER MANE. BPECB. - M PPoCRYx ONLY - VERFY OL OILER / NTEPoOR DESK#R 6 x 6' ALUMNA SCUPPER - tt%CAL AT OUR)OOR 6NIOLER PWVACT OL1LL. % FECEBBED ART -WALL MOPE- VERIFY WI OJNER 1 INTERIOR DESY3NER ON SIZE MD LocnTIONB. VAULTED CEILING (SEE REFLECTED OEILRG PLAN FOR HT. MD MATEPoAL6). 9l . 0' FLAT OPENING (BEE BUILOI G 9ECTONB FOR ELEVATIOB). BEE W CM FMIW 6CNED FOR ALL UNLL6. CEILRG9 1 DOOR COVERING. 1 -I-- DECTIOB. SHELL -CONTRACTOR TO PFOVIDE ADDITCNAL BLOCKRYa M WWD TPoIS EB FOR ALL ELECTRICAL FIXNF£S - TY%CAL AT ALL VAULTED CEILINGS (VERIFY. OWED INTERIOR DEbI(d8R ON ALL MTEROR CEILING 1IXTUE6 AND WEIGW). TCHE Ib r I I 42 FAMIL B KFA INING Ili -- ROOM O Ib II II -- III Ili LJ IY I__`_•, PROPOSED NOTED GROUND FLOOR PLAN 3G, 0o SCALE: 3/16" = V-0" ®BA ARIA MODEL 'ECLIPSE' ELEVATOR - 30' . 54• x S6' DI 3h' x 311' STEEL COLU'1y BEE OTPoICRIRAL :0. FOR Bf£c'B. I MA M ROOIN 11=80 FEBDEN.TIAL ELEVATOR W NL E OARED DRIVE 'BTI'1'E1RY' OR EG AL- RI-L - UL PROTECTIVE -AT- -CONTRACTOR TO FRONDE SHOP DRAW h FOR APPROVAL OPTIONAL POCKET GATE (GATE STACK -RAIL SIDE). ®OTAMLE86 STEEL BRLC (VERFT W/ OWER1. MANWiNY PANELS OV APPLIED MOLpRGB/ 4 HA-HA»/ S.. HANpRMLB OR EaIAL. - VERFY OL OILER / DEBKNER QI ALL FMIBHE6 1 PROVIDE SHOP CUGS. ROR APPROVAL (NOTE: ®UDDER COMER WRE REP (VERIFY W/ CUNERI. OFSET DOOR / DOOR JMm TCNL4RDS ELEVAtOR FOR CAR FESNOLD r3' MAU. m UAER COINER ICE MACHINE rvEWFY UV wNEw. (NOTE. HOISTUNY MLLBT HAVE d MINDED B] An x m Ip6' X 6M LOCATION ( ARI DOABLE ACCESS HATCH PR LADED BY SA L TION EQIL.0 LOCATED AT THE TOP ff THE -I.- -I.- MJBT III Il�DER COINER REFRGERATCR (vERFY IW OIUEw. DE M AN .AEA ILHICH WLL FTTIDE ACCEBD TO TVE ELMATOR DRIVE ABBEY BT THE MANUAL LOYERRY HMIDLE. MANIAC OUTDOOR I-E N BT R WTIJRFKAST' OR En ^' - BTARILE86 IQ BCFT CLOMIFEe I1V RJBET 0W1a=R STYLE DOOpB /CHARCOAL LWEPoNG NMDLE WILL ENABLE WER TO OVERPPIER BRAD AND LOWER CM WILIWT BODILY ENTRY TO TE BHAFNNY). DRAT I GRANITE CONTERTOPB - COMRALTOR TO PROVIDE SHOP TOR APPR DI ELEVATOR PR D8 PER MAIFACT1fER BPECFICATIOIL.. OtCiS. VAL. • M.RvSLO - LP - LUXIIRT DELUXE GRILL -BUILT-M DITDOGR ❑ ILT-M OR AVER ® CABRE» AT 36' AMP. fFIOI8R2 CABINET. CR E-1 OL BEAD -BOARD BACK WALL PANEL AND BHAN�R.TyLE DOORS MECHANICAL DRAW B FOF2 KITLlEN� ® BEE EXHAUST YETTT STACK GR EliNN.-VEPoFY OL CWJER ON STYLE. Di .I.BED- l . . VET 16 FRESDR E OEGUA_ (�Cr14 PIER.TOTEM BY OB �� DRAYIEYB PPoCR TO F46RG _ ORDOOR COVETED PATIO TO HAVE PHANTOM ❑FOR AIM' I ALL ROOK OJT__ OV ENTER ROOK COIIRALTOR TO VERIFY STYLE AND EXACT LOCATIONS W 0 U ® EXECIITNE BLREp1 FmTOR1ZED SYSTEM 14#IWiICANE 9QEETN• BY AMERIOAN 9ClEEN 60LUTIOLB' OR ELAL - RLBTALLED Ab - AND OR MIERIOR OB.K1NER MANF..PECFICATONB - OR EO x' (CONTRACTOR TO PROVIDE SHOP DRAWN^aS FDR APPROVAL). ❑FAD( OUT WRDCW WFi ALL PORCHES TO RECENE'BTOE PAVERS' MJD6ET BY 'ARTISTIC IR PAVERS' OR En ^' NLH-6LIP Ul' BOLARE EDGE AT TIE OUTER b'u16TR RAL CONCRETE SLOB rOYh . GAFAGEI OVER 10 MIL EDC£ DECK TO BE MIUOBET OVER lA' LI D UTATERPROCPKx ON POL-LE. £ VAPOR BAWBER QI WELL COMPACTED FILL CONC DECK'BMCALABTc Tm/1B' OR m (RED. SAt1PLE FOR OILIER / MTERJ DEBGNER APPROVAU. OR TO UBE A PO.TMER TETd1TTE IRE RED. (BOIL PREPARATION - 'DIIRDAN-TO' 0. - S ExAL PER m 9F.OF BLAB Ar A. GAL. OF 10'- LINlEA4 NT CF FOOT'GB). R COlTRAO M ODPED. NON EPr10TE5CEIJCE MIDGET OR 1HMBEi GROR. ALL FTI(xS. BLA09 1 COVERED T POFCIES TO HAVE m MIL- POLYETHYENE VAPOR pA4lIER -VERIFY W/ BTRICTIRAL L ❑ . x K' CONCRETE CALIf41. uu k' 2-COAT6 .MOOT1 BTIICCO Ib PAINTED FMIBH I R415ID BTYt EANDRG AT TOP AND BOT(OM DRAWNG6. OR Ea ni -SEE TYPICAL DETAILS FOR PR6ILES 1 STFLCTMAL. ORNLRIG9. TRELLIS J018T IW SHAPED DECORATIVE TAIL PROVDE KI[X OJT R-A•.HOYx 10 DIVEW R :F PATER ❑1.-­ 15 (PAINTED) - SFE 8TR T. DOG'.. FLR ALL HIDDEN COSEGTOIS (TYP. UV CONY. COPPER FLABHRG . TO' 6 ALL TfELL1. � FLOW AWAY FROM WALL ❑ SEE ROOF R/JI TOR BUILT-W CRICKET FCR POSITIVE MEMBERS). - CONTRACTOR TO PR LADE ACT. PWCE FOR ALU'IM1T TFELLIB UNITE). QB DRAMAC£ - (NOTE AEI. CPoCXET9 TO HAVE MRL 2 -COLOR • Q' OG - PAMFED [TYP. AT 2TFE LAYERS BtbOTH F10DFIED F'WD 4 CLABB 'A' MODE® CAP BFIFr - TYP). ® ALL 1. LOCACTIDIB)BLEEPEW 0.4T PFYFILE Mtfl30IX'fi TILE ¢9 0ER'NIDA 9' FLAt DT 'EXiE f'L:OF TILE, MC' QI 1'-0' HGH DECORATVE AT I.I.l1 RAILPG OY -1-ALE P EEN 2I UY PONDER COAT FINI(COLOR- SILVER BASKET GREEN 3040-40 d-I) - ON TOP 6 LOL WALL - R .'IDE BIGP (COLOR WIRE JMroTH) OVER 90x FELT HOT MOPPED ON 30' F£1T TM -TAGGED TO IY31' 4PA DRAWRGB / SNIP E BY 'JC IRTI OWJN•EiNTAL WORC' OR EtlIAL. ❑ALIHN.I-I DECORATIVE RAILOYxB W/ LHI RDALE PATIEFM Yl' ESP. PONDER COAT [COLOR OABt�T C RATED FXt. GRADE RTIID. 6HEATHIi MBTALL A6 PER K SPECS. rTYPJ (NOTE: ALL NIPS TO VE MITERED CAPS). F - 2040-40 BM1 -TOP OF RAIL MN 3'-6• WTIL PICKETS SPACED TO ' E 3' 4FF. m-LK PA%t✓�E OF 4' BPIiERE (DOTTO'I RAIL MAX - BLOCK TOBE WAB _ ED FLOOR I ROOF CRICKETS TO TECIED IW 'BIKA ROOFPTd7' T OPROVIDE BFILP DR! , rBTT SIZES AND DE. -BY SAFETETY / 9AmLE). DT 'JC ORIANIENTAL IRON I- RTC.' OR 8KA OR E[iIAL -INSTALLED A9 f£R MANE SPECS. E E CODA -ALUM GALE BY 'JC ORJANEIITAL IROJ Yb2C RIG' DEQ BI PANTED RYPK' L '� TRELLb DATTFNB - ❑ (COLOR SU'O'ER OABt�I GREEN -AO BM - EBP POLDER COAT FN18H) - NOTE: GATES TO BE BEE.-CLOBRG, WE L.ATCHRIEa LOCKIN( GATE TTIR 4B' MJ LLV LATCH LOCATED •SIDE ARBOR, GATE). B 646 8t' tH CLEAR CEDM 1TELLI6 BEM'I - B2 PyMm 4 MN d 64' W. ADOVE DOT. CF GATE) OPEN N TE OUIIWTm DIRECTION rttP. OF 2) - PROVDE DNDP DRAWRtle FOR APPROVAL (T .. • ME ARBOR / GATE1. CONCRETE DLOCK COURTYARD Q4 ENTRI.NCE WALL W/ PAIR 6 DECORATIVE 1'-.' x 4'-0' B3 6 bI0 BMODTN CLEAR CIDAR COLUN'N P09T UU ❑ K. CORERfi- PANTED (TTP. • SIDE GATES IW £AI.1'ER BASKET GREEN 3040-40 BT'1 -kP A1230R / ESP. PONDER COAT FINISH YU HMOOTII .TLLLO FINISH ND STUCCO CAP CN WALL -PAINTED -PROVIDE 9NGP DRdMNC9 SEE 6TFLCTURAL DREG.. FREEZER SEE ELECTRICAL DRAWHGB FOR ALL E)CTEPoOR LGHTRG FIXII 0 1 BPEG9. MOTE: ALL FIXTURE. To 9 B' CGNCPE(E c01.1➢'N0 YY k' I-004» SMOOT! DE MPp VED DT OINER / MTEWOfi DEBT tER PANTED F 1 RAISED bTIICCO BAVDRG At TOP MD BOTTOM O OR EOdIAL -BEE TYPICAL PRIOR TO . A CONTRACTOR TO PROVIDE PRICE FOR ENTIRE HWSE Q6 DETAILS FOR PpOPILEb 1 bTPoK.'TURAL ORALANGB. TO RECEVE 6' HAP RWID COPPER CaIiTERB WITH DECORATIVE LEADER CQDUCiGR IEADB -rWTH DECORATIVE GLITTER HANGERS / BRACKE») - AQND DOWSPORS - RARL94VER GUTTER SYSTEM MG OR EaIAL. architecture, planning and design 1045 East Atlantic A— Suite 303 Delay Beach, Florida 33483 TEL: 561-276-6011 FA%: 56, -276-6129 BIDS PERMIT 010v1013 CONSTRUCTION PROJECT MILE SINGLE FAMILY RESIDENCE a 3400 POLO DRIVE, GULF STREAM, FL Ly `W REVISIONS W Q H lh J a U Z H U W Q nus Ixaw.w SNOT FORc 4mmcnlR l� W R 0 I6BID iQZGOYFIdfENTA1 REVEII VDroR PTANRURY PRI� I} Q1Y. RILE NUMBER W 503A200N IL DRAWING TITLE WPROPOSED GROUND W FLOOR PLAN o (NOTED) DATE DRAWN IT `� 11.01.22 I GE/JH ~ JOB NUMBER v 20220503 cV DRAWING NUMBER �2.00N O _v S' a 6' MTERIOR PARfITIQJ 3k' 30 G4 YBTAL BTIIDB LL k' GYF`dlt WALL BOARD BOTH bIDEb (LEVEL V FMJ. (MR DRYWALL . B4IHPoOCMB AND KRCH01 VERIFY LU DIMEIiSIONS-VARIE9 THR<1UGHOIT Hg18EJ. 1 h' I -COAT BMWs! STUCCO FMISH ON EXTERIOR W/ MTERIOR TO RECEIVE k' TYPE x' GLIB. W/ LEVEL V PANTED FMIBH OVER hi' METAL RIPoR'G . 14. OGW/ FL10 Fl-FOIL MWL BE1LV FUt G GL1H.. B' COJC. BL JC AT EM W4T A Pf vIDE , I MR. GLIB AT ALL E.AnVR'19, . KITGV�FIB L TI uuu F'.6-bHIELD• .ALL TILED WALLe,. (ALL MOISTIA� fiE51bTAN L-TAT1 BOAF� MSTALLATION AND Lv111ATIONO AB PER FHL-R 2020. B' CQKREiE BLOCK WALL LY 5re' 1-COAT'J100tH Sn1CC0 FM. PANTED ON EXIEWOR LL MTERIOR TO RECEIVE K' TYPE x' GWD. LY LEVEL v PANTED FMIBH OVER Ik' METAL RIfSi'G • 24' LGAR! aE-ISEE STpICrJ b• oR R• Mr. LOAD BEARLYa PARnnaN WALL Wr (V LAYER OF 5re' TYPE-x' GALS. W/ BFIWiH LEVEL V FINI6H - PAMTED ON EA 81DE OF 4` (400DI62-X) Y: G4 MTL BTIID9 KbG (6FF DLt iiR F'LAfl9 FOR ACTUAL wALL THlcrrgss, fnR. DRYWALL . BATLFOOMS, 5re' DFNB-SHIELD BEHMD iILEL (NOTE: LONTRALTCR TO PWOVmE ALTEId{4TE M LIEU 6 4' METAL 6nD5, P.T. 2 . b'. • b' OG - NEED ro FIELD ADJLLBT DL'£NSIONB FOR THICKNESS). e' C NLTETE BLOCK LOW WALL W/ 5re' 2-W4T BBIOOn! SNCCO FM N I -IT D CN BOTH .10 1 —. VAPoE9 M N FROM 4'-0• t0 6'-0' {SEE STRICT). v b' LOL WALL M1ER10R PARDiION 3k' 20 W METAL 6T1418 LV k' GTF'SU'i W4LL BOARD BOTH BIDE. (LEVEL (VERIFY WIV FM), MR DRYLNLL 42' HIG1t i Z' CONCFETE BLOCK WALL LV 5IB' COAT &'.00TH — 1 FRL PANTED ON EME T TH CUMER 1. P MTEPoOR TO BE PAINED). I HR GARAGE OR SHAFT WALL PARnTu-tION GA FILE NO. WP-btE LL R-II Eum M911L. <TYPJ. --- El C2 3- K' a M' CGTCREtE COLU-ld9 W/ k' WAib fi1bOtH SiUr PANTED FMI9K O WMJW Nl'IBER SEE SFEET To A9FOR SIZES. CONiRAOTOR TO PROVIDE SHOP DFtNIAIYab FOR APPR7VAL ODoax IItRQi NOTE& L ALL MTEPoOR WALLS LL CABPEIb CR 6TAIR RAILMG9 TO EE FRONDm UL N' RYWOW OR LLCOD BLOCKBCv z aLL BEDa aa. BAn+wxM La+roRr . Krtuml WN1S TO �CEIVE BA1"f SOIND M911AnQV rTYP)... 3. ALL TILED WALLS TO RECEIVE 5116'-'WPoOQC' BAGKRG OR EaIAL a.N-L MIEFaOfi ORiLNLL TO HAVE LEVEL V - FMISH 5. ALL EXTERIOR WALL TO BE F, m '—ILL 500' OR EGIAL (N01E: TO BE MSTALLED AFTER E -P— OF OUILDMG IS 6EALED). . VERIFY LL OLdR ON MRRIOR W4LL6 TO RECEIVE fD ADDmONAL LAYER OF 1' 440 SOIfID B4FBilER'NOM450TE' OR EtiIAL. AREA CALCULATIONS GpOWD FLWR A/C (MCLIIDiFG FbOL BTCRACE> 3bTl B.R N-C1+R GARAGE COVERED FRGTR ENTRY REAR COVEftD f'ORCN T45 e,F F{5 b/F 410 9IF GRCWD FLOOR ARE4 WDER! OF 4,909 BF bEc ND FLOOR AREA UNDER NC 2p30 BF REAR I:OrEFED POFY-N A3'I 5/F SECLND RCOR dRE4 UNDER R LF 2,415 S,F TOTAL A/C BOOR AREA 5,T09 srF TOTAL FLOOR AREA IPmER ROOF 1,464 B,F FTdONT iFELLIb TEW:ACE 10 4iF REM TRELLIS TER:ACE 3m S,F NOTES: L DO NOT SCALE DRPUINGBI I. FIELD VERIFY ALL OL'ENSICNSI 3. CONTRAG:tLR TO VERIFY ALL —TMG CCMJITIONS, AND NOTRT 4FCHItECT E ANY DISCREPANCY LU DRAWM:9. bFE GENER.L NOTES) 4. ALL AREA CALOJI-ATIdLB ARE APPpOX PROPOSED DIMENSIONED SECOND FLOOR PLAN .01D SCALE: 3/16" = 1'-0" b _m 3 d U z architecture, planning and design Q W 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33483 Q TEL: 561-276-6011 R' FAX: 561-276-5129 Q ISSUED FOR Nd-95I@1mAL BIDS Z Q PERMIT 01Q20l1 CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREAM, FL REVISIONS iVN9 DFNLN.'a B /lOt FOR CO61R1C1101 R H!S EEFN 195FD FOR GYa (OrQdlf11f01 ONLY. MDKR PRFLI'BiART PfdKr. FILE NUMBER 503A201D DRAWING TITLE PROPOSED SECOND FLOOR PLAN (DIMENSIONED) DATE I DRAWN BY 11.02.22 GE/JH JOB NUMBER 20220503 DRAWING NUMBER m A2.01 D 0 FLOOR PLAN NOTES m I x Q CEDAR SIELVPG MID FOD AT 60' AFF, COORDRIATE WITH OUTER (CONRRACTOR TO PROVDE PRICE FOR &LILT-M'.). PANR2Y: PRNDE 3/4' PRIMED WOOD W/ TRRT 39', 43', !!', FYID 58' AFF. � LPFN W/ 5 EW.ALLY SPACED 3/4' PAINTED .VELVE6 UY TRM CONTRACTOR TO PROVIDE B4CKING 4LL WALLS W/ 0VEIVRG [ CdBRETO (TYPJ. ®24' z %' HA•efD - FULLCOON ATTIC ALOE%. 8EE ROOF FRAMRG PLAIN.F MEOl EWIP. I6 LOCATED RL91DE Tiff ATTIC, IT BIULLL BE M9tALLED AS PER FHG -R 2m1m. 22' z - ATTIC ACCE% WI PULL DOIW LADDER BT RAINBPL ATTIC E. - F-BEPoED'- OR EQALL, BIEE ROOF FRAITPG PLAN IFl Co2aMATE EXACT LOCATION FOR PR FE(2 CLEARAVCEB). B 0 MBUL4TI- BATE. ( AT ALL BEDROO'IB DATIRCOIBA NOTE - VERIFY . OUJER F EATHROOM WAJ18 ARE TO RECEIVE(U ADDITCNAL LATER OF P HO9 TE 44090Wp .M ER BOATID. - VERIFY ALL LOCATIONfi IW WEER ®BHELL-COrtRACTOR TO VERIFY UV QUER ALL fEWIRED HT'6 I BAtiI@G FLR ALLFLA0MA4iAT . 5 N LOCATIONS (TYPJ. STORAGE BIELVPG, BEE PNfIRY NOTE NO. 2. ❑LP GAS . TANKLE%WATER FEAIEI & CAPALT" A. DETE d•1REO BY PLUFmMG ENGINEER 9FE PLU-®RYx DRAWINGS (TTP.6 3J. AIR HNJDLRG MIT. CAPACITY AB DETEWBNED BY MECHANICAL QGREER DEE W_ FLAN. ALL MIT. TO BE EQIIPFED UV BOTH REFS HALO' .IJPPLT [ W LGHT (AFCO-61INGLE BUEJ AT COIL I DRAM PAN (TECH. ELLIPYR? ALOE% AB PER FHL. - R 20 1 ❑A A/C CQ•T E R ON 6TR1C111RAL BLAB: CMACITY AB DETERIINED BY FEOi QJI INSEE HYAC PLAN .BITE PLAN. (NOTE: ALL EXTEPoOR EOLIP. TO iO eE A MM TID' NAND. [ INSTALLED CN IOOLATIW PADS) R LP GAS VALVE - BEE ME, DRAUIPCB FOR EXACT LOCATOI 2 .PEC.- BEE BETE PLAN :OR MDER3S HO UDmm GAL LP TA2K MAIN OISCORECT. ® ELECTRICAL SERVICE PANEL bm' ABOVE BOOR © ELECTRICAL PETER ® DOORBELL CALF -CART CHATSv�I¢ -VERIFY W/ OUTER WSPED - SEE A ©�� Q9 _ 1 ---- __ ___� __,_____-_-___.__-._.____-______________�.__._._^------- 1 G 2 A I I - T 1 1 I I I Q O ;�❑ �\ 1 I I 2 I / - - - - - - � - - �I ---- -gT% Imo- ---y Lij ELECTPoCAL DRAL,11•Y - = - = - 1 PRONpE xSmV ELECTRIC CAR CHARiRG STATION MGARAGE - - - - - r/1'-' I 1 VERFY UV QUER W BRANID .TYPE - 8EE ELECTRICAL DPWGO. ® IfiPoGATIQJ fi2T - 0EE 01TE PLdN 2 LANDBCAFE PLANE FOi BPE¢ 10 POOL PUMP (BY 01FE BITE PLAN FOR EWALT LOCATION- 11 GAB GPoLLE CCRlECTIOy BEE PLUMBING PLANE. ❑A LADE HOBS BIB SEE DETAIL ON PLItBRY ENT. - FEIGHT MID LCCdTICNO TO BE C-0ORDMATED W. pSER (NOTE: BECQ•m 0.00fi PORN TO RECEIVE H08E BIB). 13 LE-TY ALNB'1 ('ADT' OR -1.. TELEPHONE ( CABLE PANEL. � bm' AFF. 14 DOOR BELL ('RRG' OR EQUAL) - VERPY UV OUTER ON LOCATIONS O -ME BOXE01 - COOfmMATON W/ LOU.�WLTAGE. 16 LP GAB GENERATOR ON STRICTURAL 9LAD 2 IOOLATIGN PApe - CCNiW1CTOR TO VERIFY C_APACITT / DEMAWOO W/ OUTER, UTILITY GO'PANY r-------- �, a I�.' ylj!tjll 4 ' 45 D3 x n Q, I I w bx aeo-. O � I 5l I]I s Tug RooR 46 �y�� 9T E b B - ELEV 1' �J�----- --- - L-------- I J31111 fL-J--------1 I - 46 9i OI A I I I G EHED GHGH 5, .AT r�- 4B ® 95 H3 Lk =m 16 TO MATCH PNIBH FLOOR LEVEL O MR 1 NAND. RAISED ELOPE Sj B• F L/ Bb 4• D9 F - - l_ - - - 54lD 11LP GA9 POOL HEATER BY OTHERS. VERPY UV WNER NOTES: B. B, „ - 2k A DOG WASHRG 6TAMON TO M I I Y TILED ON ALL WALLS AND ❑ FLOOR rvEPoFY UV OIWER ANp INTERIOR DE8K3ER). L DO NOT -ALE DRAIU I / '-' pg ' x. FIELD VERFY ALL DMENBIO181 62 - ... - - - - - - J 3'DI4 FLOOR DR4M zLAl1bRY RTOI.-SEE ® PLU-®RG PLAN FOR CONECTION Fw1PREFAD LAWDRY COiECTIW BOX FLR WA81ER AND DRYER 3. CONTRACTOR TO VERIFY ALL ITT T CO•DRICNB, AIID NOTFY ARCHITECT (BEE pGE]•ER4 NOtEBJW DRAWINGS. 53 1 _. A\. 616. -------- r-- \ \ i \ \ 91 01 / BB L -----, I 9T zb A 00 i GAly. FETAL DRYER VOdT THRJ FRONT WALL DRYER vFM SHALL 31 NOT EXCEED MANFALTIRERB. RECOTTENOATILN. LAID/ OR 251. 4 ALL AIEA CALGILATIO5 ARE AF'PRJX 3,01 \ / 52- - PROVDE RECE08ED UWLL MOIUNTED DRYER VENT RODE RECEPTACLE DRYER BOX -'N-O-VATE TECMJOLCGEB' 46 ® Q OR EQUAL (TYPICAL AT BOTH 1-1. ELECTROLIM 4i662NIW WASHER lCOL013 WHItFJ (VERIFY W Sl \ / III 01 I � B21 O � 0 310 1 By ..1_1 ELEL112OLIM'ER-G61TUW GA9 DRYER (COLOR WlITE> [vER1FT UV 33 PlHEW 61 NELOCItt 2-IPACi PRODUCTS', OEALUM. eLiDRG DOORS W/ ❑ RQUAL LOU E' CLAZ'G - TO BE R'PACT FEbIa t LAID COT•CT Ul' ALL Oj D4 55 B 96 62 91 �T 33 94 % - ® LAWDRY BANK (TO BE 6ELECIID BT OIWER) DADS COMT R1PA.CT AND WRD CYCLING TE6T REQW_ - I bi ❑35 U)OL.F 60' LP GAD RANGE b BUPoER3 UU MFWJED C.I1gTLL1B2 /YID MFRAFED GPoDDLE • DF6m65OCG1 UU PRO DULL HOOD 11T' CONTRACTOR TO F'R LADE CERTFICAtE CP la'FLIANCE riTPJ - ICWOR -UNITE) - OR EQUAL (VERIFY UV gWEW, COI' SINGLE HlT f CADEI'ENT (BEE W9 [F EG1 E / GUEST \ / BEDROOM SS \ / \ -J4-- '� 03 �� 09 % ... - - - -- - - F] -' TO TA DEPM) OR EQUAL NOTE PLU-REF TO INSTALLYOt FILLER' ALONr BACKSIDE O RANG£ . VERIFY W/ OUTER d STYLE [ LOCATION 62 - BE, ❑ PLUt IURDOIB TO BE MPACi RESIBTAM,'LOU E' GLAB9 [SEE ]� / O \ T� di `TROGH' DTAMLED9 8tEf1 BRIG UV DIBP. I WDER"KTHi-vERIFT EI•H]" T CALCWATION9) AND CO•PLY (WALL DARE MP.aLT ASID WPD CYCLPG TEBTPG REOWREFENIS LONRi/ACtOR - / l I-"IImo./ \ R BME [COLOR Ull DYER I INTEROR DE9KdER TO fNRNIDE CERTFICATE 6 CO- LIAN[.E [TTPJ -COLOR WfIE fvERFT UV OIIEW. C wE BATH G 2 em 919 4' D'1 111 _ 3T 46HER BBNVBBPU03NIQ BY 80BCl1 OR E(iLSlTom W EC.FE% TYPE US2pCW SHALL BE OF4tABLE FRCfi THE INSIDE I - - - - - - - - - - - O --_ 2Q 1 ( OBI 63 WfTHWT THE USE CF TOOLS AND PROVDE A LLE,gR OPFIIRG 6 43' &182EH REFRIGERATOR (COMRPLTOR TO COOFAMATE PROPER ® CLEARANCE W/ GARRET FUYIF, FOR DOCRSA NOT LE% TIKV 20` UY 24M. N•D S.l 9¢ FT- AREA THE BOTTOT OF THE OF£NPN SHALL BE NOT MOTE THAN 44' FROM THE FINISH O 54 N O OA ❑30' DROP OWN DOOR MICR LAVE - WOF - WIDD3mTEbiH 39 OR EQUAL - (VERFY W/ OLPffR). <CONTRACTOR TO BOOR LEVEL HOR SHALL ANY PART OF ' P OPERAtIIG IECHAf119M BE PLACED HGHER THAN 94• iTd2'f Toff FM 0.00ft 1 D 56 63 ',.I. COOfmP14TE PROPER CLEARMGE UV CARPET MWLF. FOR D ). R - GARAGE DOORS ARE r0 FEET DARE - - ® OVERCYCLRG AND R'PACT FE918TMR TEST--QUIREMENTS ®3m' BRGLE ELECTRIC WALL OVEN -WOLF - UI503mTE6TH OR CONTRACTOR TO PROVDE CERT. 6 CO•IPLIANLE. OI-ST 'BORAL' EGUAl. - (VERIFY UV OMERA (C[NTRACTOR TO COOFIDMATE PROPER 0.EARA)JCE UL LAHMET MAVF. WR DOV)Qi). FOR OE- APPLIED PANELD OR EQUAL lT0 BE SELE- BY pWER -SEE EXTEPoOR I-I-AT-1 3m' WARTMG DRALER - U.DLi _ LLLLWD30 2 WB26l43 OR EQUAL 41 (VERIFY W/ OMEW. RAILED CONCRETE RAM WATER EDGE MOTE. PAVEFB) t0 BE 65 INSTALLED TO TIE BACKSIDE CF THE GARACff DOOR3). - I ... .. ❑41 CONIR/+LTOR TO VERFY UV OUTER ON ALL UIDEISO.NTER APPLIANCES 1 9FEC'B ­N KIT- ISLAND. % 4TiACN GARAL£ DOOR TRACK THPoI CWT. 2 .. P.T. WDOD BUCK ❑ MO FILLED CELLO UV 3I8' DIAM ANCHOR BOLTS A6 PER MANE. i ,. 1 GRANITE K1TGHt CONTERTOPB UV ]' STRAIGHT EDGE I BALK SPLASH 43 TO WDEpBIDE O UPPER CADMET9 W. 1UATER FALL' 81DE9 fvERFY ­I.M9�R1�TIONO I LEE 9TRUCIURAC DRAWPGS fttPJ. '. �, ; i I COLOR THICKNESS AND EDC£ W/ awEW. NRd-LAT­OOR CPETER W/ LIGHTS (BEE bT ELECT. DRdURK A 1 I _. LPPER MID LOWER UbW RAISED PANEL CADRffTB UV CROUM MOLDING CONTRACTOR TO PRT/IDE LIk]P DRAWPr9. (-WETS TO PROVDE LIP 6B AllTCMATIL GAWP£ DOOR 9UATCH ' I FOR HIDDEN OPTIONAL LOW VOLTAGE LGHTMG -TOE KICKER OR E¢ - CLEAR CEDAR CIEN ❑ MTEPoOR GARAGE DOOR TO BE Im MM. FIFE RATED DOOR 69 W/ CLOBIRE HINGES. I ._.._ ........ ... .... __ _ OOB 8EE OTfDGT. DRbLINGB FOR HIDDEN COPECTIW6. B CONRACTOR To &1BMIi SHOP DRAWINGS FOR APPR lm TO BE SOR 9ELELTED BY a!!E A EWAL. (SINE AND FINISH....._.. f VAL ALL INTERIOR 3-PANEL 0'-m' I,L DOORS BY TRI9TILE' OR EWAL RECE% ELECTRICAL CTIT-ETC FillON'_ ❑FIE£ RAZED PARTTIW SHALL BE METALLIC WITH 4 9UPFALE -______ I F ILE N FNISH TO MATCH TRIBTILE BANGLE PANEL RECE%ED DOOR (TB3mmro - ONE STEP STICKING PH FILER - NOTE: VERIFY NON. TO FJ YID 16 8¢ IN A!ID THE &1FF�CCE PfEA CF THE N WITH FEC11 ENGINEER /DRAWINGS ON LCUVETED 1VR3mmm DWRB AT ALL A/C CLOG ' 3'-m' x D'-I' WIDE MDF'BAAN DOOR' T03mmm BY Tldl-OTLL.E' BONES FM'e=L NOT EXCEED 1Lm _ M PER ZOO G¢F[ GF WALL LURFdCEBOXE. BEA ACEN THE ART. TE SIDE .THE PARTTICN SHALL BE SPACED 34' APART. PROPOSED NOTED SECOND FLOOR PLAN 2 3.01 dl ON. EQlA1 � MMI-DPLIT M GARAGE - MITSUBIBHI' OR EQUAL -BEE � ® MtEPoOR ­ETFRF]NCH 6LIpER BY COASTAL BQ'PLY OR EQUAL I•ECIIAUNICAL DRIJUN:aD FOR BPEce' T3 BUILT-M NICHE WITH SHELVES - 2'-btu x 3'-6'H z I'-69. [VERPY 612E LAND LOGTILN WITH OYERIDEBICH.'EW. .O7 SCALE : 3/16" = 1•-0" 6TAI ATO HAVE STARED LANDINGS AND Ti 6, ALL PoSER. N 49 TO BE PART GRADE POPLAR [BALU9TRADEB TO IGH PIPE ❑ %' HRAIL rl LO' M. OIA) UV PAINTED LLHITE FMIBH - 11 ❑ ALL TILE FLRG TO BE NON -BLIP. ALL SNORER ML TO BE % RECESSED 4BELOW PNI FLOOR I SLOPE TO DRAM SET IN ❑ 6AVAPoA MODEL ECLIPSE' ELEVATOR _ 30' x B4• z Ya' REBIDEMIAL ❑ 3V,• x 31!' STEEL CODU K SEE 6TRLULTURAL 01 TOR DPEc'B. N ❑ b x B 345 CEDAR TRELLIL JOIST UV SHAPED DECORATIVE TAIL I� PH TECTIVE COATING CGTITRAC:TOR TO PROVIDE BIbP O W+YRCiO Ig !PANTED) - 0EE BTR-T. DIIY'8. FOR ALL HDDEN COACTIOIY ❑ PROVDE YJdC OUT FLABHRG TO DIVERT ROOF IWITER � ROW ALMT FRXi WALL. BALUSTRPDE. CLN•ECT DIRECTLY TO TREADS, SEE DETAIL). ! z D Nff11EL POET UU 43' MN HT. GUARDRAIL -BEE SHEEt A4Sro TOR - AT -- GARAGE STEPS. GA�RKmaE0.LCR 8T8TFM BY 'EPDXYp COA�P�GRAT WITH y's BHOIIER PAN - 2' TOFPRG AT SECOND FLOOR TO BE ELMPLATED AT 4LL eHOJ.ERD. (NOTE: GROlSJ 0.00R aT21C1UR6L DLAHA 11ACHRE ROOM LEW ELEVATOR UY RLLRE GEARED _'SYMMETRY. OR EQUAL- Rl1 -O,IAL FOO ET GATE (GATE BTA .RAIL .IDEA - IEg STANCE% 6TEII. SPK (vERFY ION OUIEW ❑ • TOP O ALLTRELLIS FEI-E£RSA - CONTRACTOR 10 F'R OE ACT. PRICE FOR ALUMINUM I QB � E (NOTE ALL ICPoO�T6 T FdR POBITNE ❑ O BOLTS OR EOW. -VERIFY WITH OJfER 81 M xE1OlER PNL ALLMAF®L•�E t0 PLYED ON 9JIbD­IN 'WF000' Wa•m IRA LB E¢1M- VERIFY UL' OUTER DEBKJJER O1 TRELLIS - COLOfi LLHItEA z R' OL. -PANTED ITTP. dT LA,YENg S ppTH MODFIED PLI18 4 CLA95 'A' I'GDFSD CAP SHEET - TYPJ. .DTABED TOMATCH WOOD FLOORRKxJTOCGNTRACtO�R BIIBMN 64bP DFNURG-5 TOR AF'PR'JYAL K' z e' BTAINLE%STEEL. INSULATED 0.000 VEI•IT BY 'SMART 16 (TPPJ 9UYLOORPY • AY TO RECEIVE TILE OR M.N�LEJ. ALL FMIBIEO R PROVIDE DHOP DWYB. FOR APPROVAL (NOTE: ®UNDER COUNTER WPE REF. IYERIFY UV ONEW. UB ALL]TRELLI LOCA�TIONB). LATER-0.�K'G. COIL ROLE TILE CONTRACTOR TO PROVDE ELECT. FOR HOIDT fLOU£RPG AND 51 VEIN' FIODEL • Fi4m-5D AT PERIMETER WALL -ESP. POUDER UJAT FM18H (COLOR WVITFJ (INSTALL A9 PER MAliF.9PECSJ - ,H BB 2 x 3m9 TILED BENCH lU !M' TTIROOC' OVER 3;• Im GA ❑ METAL STUDS • Im' OG Oi9ET DOOR / DOOR JAMD TdWARpO ELEVATOR FOR CAR TITESHWD <3' MA)U. ® UNDER COINER ICE HACHPff (VERIFY UY O1NEW. I'-m• HIGH DECORATVE AUUMHUM RAILPG W/ CHIPPENDALE RI (CWOR- bUTER FLAT PROFILE Q9 BEFL'AIDA 9' FLAN. BY FACVE ROB TILE (COLOR WHITE 9MOOTHJ OVER 9m• FELT HOT RDRG LIGHT RXTIBE AT STAIRWELL) - UV c TROL BWTCH YERFY UII QU ER OI LCCATIONA TTP. O 4 AT GARAGE 4fff4 MOTE: A MM. Q 2 OPENINGS k4VPGA TOTAL A EA NOT 1-1- THAN ONE (U INCH PER QE BUILT-IN 01bLLER 81E1F (MMJ - 10' z 6' z Q' (VERFY ALL MOTE H 16T Y MIST HAVE A MMRIJM 62 mm x 02 xm h6' X 6'k L-I-E ALOE% HATCH (PRONDEO BY SAVARA COICOFAOR A UTAER COMER FEFRGER.ATOR (VERIFY UY OW EW. PATTERN W/ f'Q AER COAT FINISH BASKET GREEN 20b-d0 BM J - ON TOP Cf RNAWALL - PFKJVIDE OHOP RAWMGB / SN'IPLE. BY IR?I ORNAMENTAL UbPoC' OR EOI(+L. FIOPPFD CN 3m• FELT TM -TAGGED TO 5/32' APA RATED EXT. GRADE RTYD. &EATHCv INSTALL AD POCKET RECE% •CEILING FOR 1J3TRONU SHADING OYaIETi• /Oft 51 LINEAR COVE LGHTRG - V Y UV [VNER / DE51 � - "AL AP­A­ (U.QUAFF FOOT ON D6FEFtE1T SIDES CF EACH ENCLOSED A.A£q, ALL OPpNMG9 SHALL 6E ONE (U FOOT ABOVE ADJACFM LOCATIONO AND SIgB W/ OWER). 0�H0LL%ERLE -READ WLB BATKmO1TD5 BIYRAN�LE EOJ4_) L GATED AT TE TOP O TIE HOBTWAY. LOCATION MUST BE N AN AREA YM1ACH WILL Pf LADE ACCESS TO THE ELEVATOR O IU AL ALIYIMIfi DECORATVE RAILPGD ION CHIPPBIDALE PATTEf011W ❑ EbP. PLU COAT FMRA (CORK &6I'ER BMI�t GREEN Bm R � �C'S. (TYPJ MOTE: ALL HIPS TO IU+YE MTTEf£D CAPE). 53 COIN I V4T M.To x 4 cOPPET DRIP ECGE Al RA4' I6ED CONCRETE UMEEL aTOP..- T1PAt��GARAGE HIff1DT0 OM�MZALL N LCVERRG HMmLE WILL ENABLE DOER TO Or£AbU£R BWJ� AND LUUER CAR WITHWT BODILY ENT- TO TINE 9HAFTU 1 GRAIIITE CONtERTOPB BCONTRALtOR t0 F 9HOP M) 3040-4m BI'U - TOP O RAIL MPL 3'-b' WTM PIOQETO OPAL® TO BLOCC PA%AC£ O 4• DPIEfE (BOTTOT RAIL MAX 2' AFF. - ❑ GPoCKETB PROtECTED��B ' '. EX DOOR THE& OLDL I WNpOW SILL. TO BE SETMR-­LITMR-­LITIT ALL ALU'BIKAFLEX MCQYfEBBGR - TIITOUB18H1' OR EQUAL - 0EE ®RA® OJT DRYWALL b' TO 0' FOR PLU'HPG BTb'K ® ELEVATOR PIT Ab PER MANPACTIFER SPECFICATONB. DUGS. FOR MPp V'AL' - LDEL LP - UJARY UXE GPoLL - BUILT- TYPA PRONOE &TOP DRAWRYA (STYLE LIZEB N•m DEBK3l SAFETY / BAtMLE). BY 'JC ORNAMENTAL IR i WORM MC.' Ot BT 61KA OR EOI:Y. - RSTALLED A9 PER MAVF SPEC'8. 54 ❑ M PRO' OR EQMPL x LO1L. TiX88VALD/ CONL. SLLL ❑ FEOIANIICAL ORAUOYil FOR OPEC•8. EVERY BATHRiCM DOOR LOOC SHALL BE DE91CiED TO • Ib' B/YAEQE GRILL - CR EQUAL -VERIFY 1W WAER EQl/+L ALL EXTERIOR DOORS N UMNDOW TO HAVE 'BLCAADt 95m' OR ALL DPoVBAWY PAVERS TO BE W I- LTE6TO E BCREIIIRIGB ® PEFDIR TIE GTxENRG 6 THE LOCKED ODOR FW T THE OR91DE WSTOM BIILLT-M SHELVES OG NNERTICAL ABOVE EUILT-M ®CASKETS AT %' AFF. RIWBER CMMEte OR EGUPL) UV SEE FELHANICAL DRAW'Mfi9 TOR ICRCHF]J DELORGT VE ALCM GATE BT'JC ORNM@tTAL IFWON UDPoC PC: 3 x 3 940 CLEAR CEDAR TRELLIS BATTE115 - 131 PLANED (TYPICAL EQUAL CdU.KIN' EtCK/Q•WALIH FRd'E COIDITOI9 (TYPJ. ALL UMNDOLLS TO HAVE x P.T. UD BIL'KB NICIIOPED t0 CQNC AB PER PRODUCT APPROVAL ®BV B' LtERICK DARE. CQ-IPALIED TO A MN 90t DENSITY - SEE CINL DRdNNCA Am VERFY UV TOUN 6 CdtF .!REAM N AIN EFE)X£IKT. WTpOOR bHOUER W/ DECORATIVE WALL W/ 4• x 4• DO1MkAN COGaIMA ACCE?IT DMID. i' x I' AHD b' x b' DECORATVE CERAMIC BEAD-BOARO BACK WALL PANEL AND SHAKER 8ME DWRS OR EQIAL-VERIFY W/ OWER ON - LOUVERED STAIN GRADE LLV EXHALL9T VENT STACK 6 E p, SYSTEM BY ® OR E¢ (COLOfi 8U`FER DABKET GREEN 3m40-4m d'1 - EBP PONDER COAT FMI6NJ - NOTE: GATES TO BE KELP-LLO.P • SIDE ATEOR / GATEA B1 PARKED .MOON CLEAR CEDM 1FELLI6 BENT - KRET1-'GP SEPoE9' LP 2- (SOFTENER WITH TANNIN RESIN 2 ® CP10F CARpOW FlLTER -WATER eOFfBER SY0tB1 Ofi E¢ - TILE SHOLLER WALL UV 9HOlER HEAD. FOOT WASH AND ALCEDSORIE9 - PA%-tIURI WOOD. vEFLIA ®QUffWDEBGNER F STAINED OR PANTED - PROVIDE SHOP 4 MR 6 54' M�ABOVE DOTT. OF GATE)�OppJ M TE WIU4IFA DIRECTION (tYP. O 31 PROVIDE &TOP DRAWNGS FOR APPROVAL ITTP. SIDE ARBOR / GATEJ. ALL DOOR [ WRDQU LOfPERO WR'& (JAMBE TO BE WRAPPED 5T W/'81KA TOP REAL Im'1' OR Eci TI$N -APPLY 91KAMLD( Im'! vERIFY UL LU1ER ALL MATERIALS TO BE APPROVED AVID INSTALLED A9 FER MANE. SPECS. -FOR PPoCMG ONLY - vERF1' UV QUgR /INTERIOR DESKMER DRAWPICd PPoOR t0 FABRICATION- ❑ OU1DG\'X2 COVERED PATIO TO HAVE RUSNOM IK SC EDI tOTOR12ID DYSTEYI / Hi6iILAWE BCIEPE DY - H BLOCK COUZTYAFm b z 6 Sae 0FI00151 CLEAN CIDAR COLU•N P08t UU 133 EVERFLASH _RANE' OR EO, OVER ALL WOOD EU K5 UV A MM D 4T TIE PREPoOR BIDE W ALL OPBIMGD AND R• ON TIE FYE 'DROP M tUB' fTERRASLA BY YICTORI4 A ALDER[') - ®BME TO BE SELECTED DT OUTER (FIELD vERFY CLEAFANCEB ®b' .' •clU•1M!'I SCUPPER - ttPICP1 AT OUIOOCR BNOIER ®FOR 4VT (ALL BOOR WTI-ETB ON EITHER ROOK CONTRKTORTO VERFT" BME AND IXACt LOUATONO W P1MER EXEMIVE AMEPoCAN BCREFRI 60LI3TION8' CR EQUAL - R15TALLED AH PER 134 ENTRANCE WALL W/ PAIR Q: DECORATIVE 3'-0' x 4'-m' ENTR OE W 1AI GAtEB Ul/ BU11ER 64DKET GT2EEN ]mz0-Am BM a'iP �' CHA^FERID CORIER9- PANTED ITYP. •BIDE ARBOR /GATE). ALL THE OPEN- - R19TVALLm AS PER MANE. SPECS BY 5XCA' OR E¢ _ NOTE. CONTRACTOR TO FEQEST'ADHESION TEST' BY .IKA AND OR t1AY1F. / FAU�TB). ®LAY. (STYLE AND COLOR t0 BE SELECTED BY CUNEW. PRIVACY WALL fECESOED 4FR-WALL NICHE- VERIFY UV OMER • RTIERIOR ®DE9I SIZE AND —TION6. AND OR INTERIOR OELIC3ER W WMDOB MIWF. BPECFICATIONO - Oi EQlA1 ICCNTRACTOR 10 PPOYIDE LIiOP DRWWMC9 FOR APPROVAL), ESP. FCUDER COAT FMILN UV B-IDOTN STUCCO FMI&I AND STUCCO GM ON WALL -PANTED -PRIDE FREEZER 'DK3U N - L ®F E ALL - E IRBtIc &bp pRALLYNG4 SEE b}RICTLRAL DRIGS. FRUIT DOOR TO BE T>F£ DOOR NC'- BTARffD MANCGANY (VERIFY UY C1N(R> [METALLED BY COASTAL SUPPLY' OR E¢ PRYYIDE CERTIFICATE O CO'IPLIANCE W/ WIND [IMP! T FE01TIT5 - ® WATER LLOOET VERFY W/ OUNER F E BY OL FEQIIRED - (SINE AfD CWOR TO BE SELECTED BY [WEW. VAULTED CELLRG (SEE REFLECTED CEILING PLAN F R HT. ! D MATEPoAL6A STRDIIRAL CONCRETE °.A.AD [0Yh • GARAC�) DYER b HIL ®POLYETHYLENE V£W' EQUAL. NOH-SLIP BWAFE EDGE TEY� FLAX£. DEIX TO BE N'3D%T OVER II!' LIQIID UWTETBH RUG COIL. DECK 5XCAL45TIC TbliB' ON E¢ [RE0. SAMPLE FO4 OVER W BEE ELECTW CAL DRAWN il FOR N.L EXTERIOfi ® LGHTRIG FIXTUEb A ePErB. fNOTE� ALL FIXTISEB TO k' x D' CONCRETE COLUI R W/ y 3-COATS &TOOTH ATUCl4 PARKED FM I RAISED STUCCO DANDPG PRO,DE &bP DRNUIYa FOR OILER APPROVAL ❑ CONTRACTOR TO UDE i f' BEVEL EDC£ 'WARfZ' COMTERTO'e FOR B4 ALL BAIIaR�•10 MID L.NTDRY ROQt -SEE FINISH BCIEDIILE FOR ®B'-m' FLAT OPQIRG (SEE BIILLDPG SECTIONS FOR ELEVATILTL>A _ VAPOR BARUER W CELL COFIPACTED FILL. TEPoMTE TFEATEP. (801L PREPARATION-'OU�6`1- U . !GAL / �_ DESICIER 4PPPOVAL>. CONTRALIOR TO "E A POLYFER MOBF NON MIUDBET OR THRBET GRWT. BE APT�VED BY CLLNER /INTERIOR DEOKl ER PRIOR TO PIBFCIIABEJ' AT TOP AND BOTTOM OR EQUAL -BEE TYPICAL O (PW b PANEL-FIBERaLABa DOOR-IFIPACT REbIbTANT UW LERt. ­A­ SEE¢ FOR THE POOL STORAGE -PANTED. ® BPEC5, ®LEE ROOT I EUI .QED FOR ALL WALLS, CEILRGS ]FLOOR COYERRYxB 2 WILDPG SELTOI6. PER 10 .F. O BLAB AREA 5 GAL.OF m'-m' LINEAR FL O FOOT'GB). EP0.OREecENCE ' CONTRACTOR TO PROVIDE PRICE FOR EMIRE HOT. 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RIND DOJNBPOUTB - RAM6AVER WMER SYSTEM MG OR EQUAL U architecture, planning and design f 1045 East Atlantic Ave. Suite 303 = Delray Beach, Florida 33453 t,J TEL: 561 276 6011 R' FM: 551 276 6129 a W ISSUED FOR MdB 6HMIftA1 BIDS PERMIT DI�Iml1 CONSTRUCTION PROJECT MILE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREAM, FL REVISIONS Q iHB OLYUY• B tGi FCR fABiRILTIQI w rtwasBm115BffoFOR GOT13dVFHrAL l'I REV®U N0/OR PfELMNAQI- PWL1G O1T. FILE NUMBER w 503A201N IL K DRAWING TITLE wPROPOSED SECOND W FLOOR PLAN (NOTED) 0 21 DATE DRAWN BY $ m 11.01.22 I GE/JH Q r m JOB NUMBER 0 20220503 v DRAWING NUMBER m AL.O1 N O NG a; 1. DECK ROOF TO RECEIVE. J MANNLLE FOUR PLY -HOT MOPPm MODIFIED DITtA1EN MINERAL BWFACED POOPING OYSTEri - 40 PER MARFACNPER BPEDFICATIONB. BLOCK WN19 ALONG NID FLOOR ( fCGF CWCKETB TO BE FROTEOTED YU'bHCA ROCFPRO' DT 81KA OR E¢L4- - INSTALLED A9 PER MAWF BPEC'B. WOOD T(ELLI6, R6£R TO ELEVATK)x FOR DETNLB. CONIR.4GTOR TO PR NDE PWCE FOR ENTIRE HWOE TO FECENE i' HALF RgID COPPER GUTTERS WITH DECORATIVE LEADER CCTDUCTOR HEADS -(WrtH DECORATIVE GUTTER HAx1GER�i /BRACKETS) - 4' ROIl4J DQWBPOUtb - RAMSAVER CUTTER SYSTEM ilG OR EOLLAL. CONTRACTOR TO PR VIPE FRICE FOR EMI( HOWE TO fECEIVE 6' HAIF ROIMD COFFER GUTTERS WITH 2 R0.'F ATTIC FLCORRYa TO BE x 2' APA DECORATIVE LEADER CQIDtICTOR HE4D0 -(WTH RATED NAIL 1 Ti.00R L 6HEATHRG - DECORiTIVE LITER WYY£RB / BRACKETD) - 4 A3.00 CiUE (NAIL YU 10D NAIL • i' OL. 2 p 11D DWNBPOIlTB - RAMOA�rER GUTTER SYSTEM EDOEB 1 Q' OL. FIELD OVER 3 • Q's MC OR EGIAL. � li' OG -BEE 011dICiN:AL DRAWII.CS row BEE MECH DRAIAN^i0 FOR 2p , 36 4'RIC AccESO KITCFE}I EXHNIOT vETANEL BEE BOOR PLAN . Q STACK 9 p CEILING PLN1 S, --------------------- ^p i SLOPE ELOPE 4'/Ff � V4'rFT DRAM '2164' � rgr�EFrr � RAIN � N- -0WALL6 4LGTY 2!m FLOOR ROC£ —11 ROOWNG TO BE 2-1' APA RATED ROCP CRICKETS TO C£ 9TUfIDl FLOOR T. SHEATHING -GLUE ( NAILBY W/ 10D PROTEOIED EOUA_ - RODFF%J' NAIL • B' OG EDGES Q' OG FIELD OVER x + Q'r bIKA qi En ^' MBT4LLID K' OG -BEE BTRIDNFAL DRAWMGO dfi PER MNVF BFEC'B. BUILT-UP CRIDCET FOR POSITIVE ' 2 DRARI( E -MOTE ALL CPoCI�tB To H4VE MRL 3 LAYERS BA3.01 MODFIED FLAB A CLABB 'A' MODFIED CAP 6HEET - TTPJ. N PROPOSED ROOF PLAN A2.02 SCALE:3/16—V-0" BLO:-TC WW10 ALOFC 31ID ft.Op ( Ii00F CRICKETS TO BE FRO1ECTED W 'BIKA FDOFPf+O' BT 8XC4 OR E(i14L - MBTNIED A9 PER IVJdF 8P£C'B. RAT PF4TFILE MTERLOCKYi CCNC. ROOF TILE BEIB1D4 B' RAT BY TXA-E ROOF TILE. MC' (COLOR uxl- EMCOTH) OVER 9m' FELT HOT MOPPED d 3D� FELT TM -A TO'ii 4PA RATED EM. GRADE PLTWD. BHEATH'G. MB HT A0 PER PCCFCa BPEC'B. (TTPJ MOTE. ALL IF'9 TO 44VE MITERED CAPS). PA__ WALL W/ 2 COATS . •J-TOOTH OTUGGO FINISH PAINTED. W TRELLIS. R R TO ELEVATION FOR DEi41LB. architecture, planning and design 1045 East AQanb. Ave. Suite 303 DeI Qy Beath, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR AR'5EJB1917TA1 BIDS PERMIT 016IOII CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE, GULF STREAM, FL UW REVISIONS W Q N Z J A Q U z_ w w U w U Q TWB DRAIw n uor raR cormTRlcnal w rt NAB BEEv IFfAFD RFt BD.EarEHrx � r:Ev®u amroR PrBLnNaer Pwcta; y p1Y. i NOTES: FlLE NUMBER w 503A202 L oo NOT Bc4tE Dw.WNcel B- DRAWING TITLE x. FIELD VERFf ALL DREN61CN51 B.CONRACORTO ER N1Ex5MG W PROPOSED CQDITI—,, AND NOTIFY ARC 1—T �F ANY DISCFEPNY-Y BEE GExl B) WDRNURCA. NOTE Z 0 ROOF PLAN 4 ALL 4REA CA_C TION5 ARE AFTi LEGEND: ®RDIC4TE9 D' ROOF OVERHAV' At GFRI•b FLOOR AND 16' 2 OF OVEIbYJY AT BECGT.® BOOR IIOJ6E TO HAV£ i:Q R :F SLOPE NOTE: CONTACTOR TO FFCT/IDE MECHNIIC4 AND TRUE FABRICATOR WTH ALL tHE AFPROPWATE DRAYIMGS FOR O `NATION OF DU°t LLDRK PENETRATIONS. THROUGVICUT Tiff BTPUCIUFE (tTPICA1x. NOTE. T� 4TTIc BJALL COMPLY W FBC - xmxm ED - 4TTIC SPACE. N01E. RGOF TO -'CLOSED $Y$—' UBMG BLOW) ON R-x0'ICYI.EI.E' INSULATION BY GALE MBW-ATION' OR EQUAL TO THE UNDERSIDE OF THE ROOF BIFATHMG (TTPJ. MOTE. ALL 'ICTNENE FONT TO BE PROTECTED WITH DC-015 COATING AS PER MANFACNREIYS BPECIFICATIOMS I THE FLORIDA BIIILDMCa COO E 2=0 - ONLY F MECHANICAL EL 11 IB RBTALLED N — —.1.. w U DATE DRAWN BY 09.19.22 I GE a 4 JOB NUMBER 0 m 20220503 DRAWING NUMBER -/�) A2.02 TOP rf wD� I+ �1No k_: �I — � =_- I a� � i i / it � �. � �<. �� _tD•= u� i a � :,. `) . . . . . . . Will -2 Am I CRAW ZONE (4) ZONE (5) AFEA DI )2 la-rrwrNE r., PonIrNE r-, rrsAnvE ro� - TaE B u DB•FFn m ANY DDw w uu0an uenlN 4 -m FRaM .Nn' CGpeR 6 THE dILLDRra .N_L On ER LCC4TKNB NE CSaED m ZaE a LIGHT RMIRES (BY BEVOLO UCHT IO OR EQUAL) PAINT LEGEND '°LL °ce0 to ce uEa® . OoEv0.O WALL HaN1FD Gm COIFITAfm WALL tm � / / r48c14 / �Q Have O� FlaMm Gm ��� O rGMYf � AW iRaxx DOLRI Gm O C'E`aO _ � BWfTEFD, 4WD G41LP1'!. 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N PLACE ra.NcfErE ncALIOPeD WALL-r4NIED - eEE DETNL 56 rors Drtmaslaa. 4Lu-Iwn ro PForIDE cFmrPlrsTE rm'a'r•Lr4NCE rma - see oow eaaDULE. ne �IG+L DRAW -0 Fw anDwR Iv*aEN ❑ �s 19 T - ' TERULs ro aE 4rrlNuveD gy°�aT„�- yr au.eF / BIIEww vFnrerL Fw Pwc _ °^ xrr DRawNDO rota 4rMmrxA DEcow.T F Lax,EreD 5, aalrTEfr LamYm N GLARED ronmw uv -.u.L Ent. PcwOER coAT RNIw s z HTA m: AiNrFEiLs r.R.'sL� wJRCD• oR EDUN. reITE rD aE r-nw . TOP6RIDGE A - � TOP w xl•tt) RP^Ri _ _ _ _ WINDdAH / DOOR9 A 0 w s 0 z ercJhJftedurer pl•'.•.....o and IaGBgn z 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33483 TEL: 561-276-6011 FAX: 561-276-6129 ISSUED FOR A695FJTRTAL BIDS PERMIT mlgil CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE / LOWER wOGF BEAwNG Q NEGNT A i' ELEr.. la'�m' eFF --J Q Z a 3400 POLO DRIVE GULF STREAM, FL 6 r>nGreID ROw _______ A Y > W REVISIONS ELEV.. B'.m' AFF. tOP 6 C#'roleUJ JJ 0.00R OCNCFETE sL46 A ELEY. • rbIDm' N4VDJ a rD BEE CML DTdtl' FJBG HRL ELEV. J. � ELEV. •I'�0' BFF. S ELEV. • tID NA,vD J --� FEnA ELEVATION rAE ZONE) A WID'NAVD) J Q Z W u Ul t� Q rwB DRAWwreNDr Rxt caerRDlla( w Ir uss �+ENEo PoR GovEwr'etrAL 58 En wR nAE Pool rs��cuAr =Pao m� reran m cERr.-•nE.w+n.rw• cn �7 RE'/®u No/at PFBnwJir PPoCNa oar. 59 s�PAN(m FNleu - � BTRrre�uRAL�DRmo�r•e.P� � z-roaro erlwrw } FILE NUMBER ��. �Le4R DeDAR rRa.Lr mTTeNa - r4NTeD rmm", • Brae aRsw / w 503A300 bl G4TeJ. �°F cmAF TREure eFAlr - PABnED rm. • arE a]acR DRAWING TIRE ot PROPOSED EXTERIOR aRNPeBa'DaeARr® RnwR4RPa�H,oBE 64 AR see arRrTURAL cur<. rw xecro.. PR'nECTIVE coAnNN - cWlw+crw TO Fld�nDE BHOP DFAWBYt Fw Z ELEVATIONS w APPra'rvaL I DATE DRAWN BY S m 09.18.22 I GE d NOTED NJOB NUMBER 20220503 L Do Nor ec^, = DR.uuBr>sI ry x. FreL.D vERPr x.L DxENalaul .. DRAWING NUMBER cwmAerw ro rERsr rTeG - a�mare.Ar��rB.�rtE� � N A3.00 F 4NY DIB�4NnY ur DFARNGs. LQ O a ALL AREA coLGILAibNe A!� APPImx. WIND PRESSURES ( PSF ) EXTERIOR DOORS• WINDOWS, WALLS, COMPONENTS AND CLADDING TtBUTAW ZONE (4) ZONE (5) AW-A Ut )z mar E RnnE ffGAn E A row oR wFo:ow w,HN a-m• FRaT ANT OTVER LO�Ta BARE pFFPEp m rwE LIGHT FD('TURES DTY BEVCILO L.K7ifII10 OR EaIAU ALL Z,_ANT LEGEND . OOeIpDGN WALLLHaMm Gm H•N a HoueE I FASCIA I Ca�ARD O �VaYO uIALL I'IaMm nm 9. C,deK£. 1Cp T oWF © rGAR.YE FRan DmR) Q uN O� r'AMm GAB _ O roBumEPe,.aI.D GAILY. ALM-IPex1 � O, w�Ma.nm rTP. I1aI0Etm ALL LIWT FDOIY.£9 To pE AFPRbVm BY rppDl� Aw u�, NrnEA a�iL COLORS Ara :at PRCIIG FUWctlEO i, coNiRmrofx to PROVbE eAHPLEe Fax EXTERIOR STUCCO: dsLY eaNicH mAT Wnl wFICmR PIEedYE To FEr uF1L Nr0 ✓nN TRVEL dFTER Mlnd. aFPLT era'NN mAr AF1ER ecRAi �Ai Hm BEr RIEt Alm HAfaD Aw Hm CEETI eiFAICMp® To A 1FaE difEA.CE WTHa3f nE UeE of mpITIa1aL w4TER LEAVE R'xlT•u To mai eVSILY PRxPe To MPLleancN a PNIBH COAT. MPLY MII COAT.eI✓D mRIFG.,- coat TD A IRE EVEN &PEACE. FMIeHm m A-PRovm eT wxffR l Af£A& TOTAAT l ZK B6. RVE-EKi111Ne r5/O)!4'N/HMMIL o TO Couc>&lE db I'IaeaeYT nl�lE l3)AREAmn4T u%PE. rWTMI g1HA Fad E(( ART B TO YEi4 LaTw TofAL rV Pl'31 e. pN GRIP GIdOVEe M Bw<v. PROVIpE RN pRP GRDorE6 N ExRR1oR vmRLLAY IEMG .Mb CR WMDOW FF.ApO. Z N.L entm HEd>ERe. BILLS MD S.MONG ro 0E PRONDm WrtH 4 nN Va' eLOPE F4R PROPER &®DTG 6 RAN WATER ALL euAPE poAw BIW1 BE CELLcfoAY101N FOR-IB W1H fELL(FOAn EPo PER dB1RICTla�e NNm AptEfEp f'S¢ 9FEtwe4lPMe FOR �, IXRPoDRe WITH HIGH R-VAwEs. GELL�?2G.EPs PFtaEsgeNAL FOAM BEALAxer, ro Fad1 A pP+FeLE AIRTIan uW1ER laeleidxi. � _�.^-^-•-ram• a•^ •+mom Ba-D BEICIFNILY, To 411 HSTERIKB FER BPECFlCATICN9 M'D REmIaD.A�T mDer>R�YMpp �R�el a—T pIAW,eLE I,PA�rrlaB,lEa � �I� RES�rAHT CI PA/ATIr%K1 AIr%TFC � ELEV. • 39'- ' AFF. UPPER w.. BEARINi - AHEKMt oELEY. • 31'-m' AFF. 9 TOP CF LID FLOOR �__ - __ ,L,WIwOWS / DOORS ELEV. • xm'-m' AFF. - � � ����m�11au��t■tLJllu■gill■LJlut�tLJuu■m�"�IuuutmJL■-n■�IL■v_Il��`�' ly �— .. ..- .... ......... •� .... ..... ........... ....... _ \ •�i\ on ■■ ■s-®.. !a .... 0 lam 0 m 131, ©© 0 ® m © rN • • • , A WEST FACADE CALCULATIONS TZ TOP CF wDCf ------- ELEV • 29'-B' AFF. UPFER w:DF SFARIIJfx A F£IGHr � ELEV. • 31'-m' AFF. rOP 63ND BOOR �__ ,L WPEJdIB / DOO! --- - 9 __- --- ELEY. • xm'-m' AFF. 9 OP 6 iFD BOOR ��8rR1ctLRE - LdIER ROOF BEARII•G ♦ ELEV. •Inn'-m' AFP. `- -- 9 iOP CF GR INO RGOR `__ 0 __-. - A IN— � ELEV. • 0'-m' AFF. TOP 6 GR(%xJD R(xJR OpJORETE �L SLAB YELEY . m'-m' AFF. ELEV. (bIDm' NAVDJ ♦ BEE CML DRWG9 FBD. MRL�ELEV. ELEVY SFF. 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PaLOER mar FNIEH <coLOR ro ce aunER� �Y°RAix. 56 Fp�R pDPfflnlan. eoNefmiE BCALLOPm IWLL-PaNxm .SEE DETAIL e�'axlRAeiat ro P�,•Ive aHo�oRaulNr>a ro''La Ru IeIwT DEeaeam-E Fu�D ALlrmu+Lour � 5l eFLnrERs, uv LOIIVERB N cLcem Posrrlw m . Au Ear. PoiDER mar FNnN e�H�rt rurP�. Ai'YTFia1 ei�Faera��� tea• oR EaIAL cNze ro ne l'-nw. ------CP wD� � -_��_ ;LEV z9'-a' AFF. � - UPPER FDOF SEARING FEI(ifr � i ELEV 31'-0` AFF� A - - --� TOP OF IND BOOR _ _ _ WINDOIW /D(bFb A TOP OF am BOOR � ¢ BtwIOTURE A LOWER F& SEARNG MA s 6 - -- J TOP OF GROIND FLOOR n u11MJWb/DWRIa � ELEV. • fbmm NAVDJ 9E�DIVIL DRIIGB HPL ELEV ) ELEV. • -I�0' BFF. ELEV . lID N6VD F ELEVATION _ - __ rAE ZOfE> A -••TBFF. TOP cF wD�E �, - 9 - _ __ IlFF4R P OF BEARPIG A xl'T0' AFF. -� TOP CF 3ND BOOR _ WNDOY9/pOORB _______ ELEVELEV.x 9 TOP 6 3FPJ FLOOR BTfwCnP£ � � LO1ER ROOF SFJ+RIFYa HEKaHT A --e - --J TOP OF GfYJUE)ROOR wProoun/DODRO 9 - TOP OF GR LJD FLOOR OONC�TE 6L4B A i ELEV. 0'�0' 4FF. ELEv.. fbIDm' NAYDJ 8EE CML DRLGB FHL. nRL ELEV. A 9 _ - i ELEV. • -I'-0' SFF� ELEV • 1ID' NAVD 9 J -� FEMA ELEV4nON rb®'NAVDJ 58 FOR � P-F LI �DooR-�m r�BIBTaM uv et7ze-•elERw-Tw• oR 59 B�PAnxrm�� c��iwcn�wnLARoo � PIEFa wI x-ccuTa axoTH BeB c1EAlx Cm4R 1RELLIe nA.TIFxn - PaINTm rttPICAL . BIpE al�t.R I m xGnT3�. 62 nANTm rtYParoorH �rm �cau-rl PoeT uv Y.' cFwF£f® emcoRxENa- 63 BFRiYncr�wexl� eaEPER - Trncd. AT wrpmR elaum sK' • 9k' aTEE coax++ ar eEeow Rose REAR eoYBao H ro eE 64 uRdfiEp �droon+aEAR�Arn�eEE sT �Dur<pR �BPERZRce. e • 7C III I IL L N U z architecture, planning it and design 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR ARg91EMRTAL BIDS PERMIT ml6M CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3400 POLO DRIVE GULF STREAM, FL REVISIONS T U T Q T 5pRd64YaSNDr FOR C TF IIa( LU IT MA05.8116f FOR bovERYBffAL l7 i£/IBU=Vm pgmIB LT PROIIY } Q T. FILE NUMBER w 503A301 a � DRAWING TITLE WPROPOSED N EXTERIOR w ELEVATIONS DATE DRAWN BY m 11.D2.22 I GE/JH 4 JOB NUMBER 20220503 �! DRAWING NUMBER A3.01 \° 00 O T i Q \� 0 ■■ M 00 UM COO M _O a c�3 �n North v V 1 wo oV=4 .n F� O O O O M °%0 00 M N O N Lf1 ti Existing a 1 SDecimen Fig Tree Existing SDecimen Fig Tree Driveway Apron Driveway Apron East Facade Elevation North Facade Elevation Coconut Palm Cluster. ' al d' c.;usia Hcdgr s r` Wood Dock C oVe The Addeo Residence C:)c 0 3400 Polo Drive - Gulf Stream, Florida • 33483 /'0 Coconut Palm Cluster Wood Dock ff P®�® (CC r West Facade Elevation South Facade Elevation Matched Date Palms Existing Specimen Fig Tree 11 0 l r ? V - + Polo Drive t � The Addeo Residence CDOL 0 3400 Polo Drive � Gulf Stream, Florida • 33483 �9i) _7 C1.