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Present and Thomas Smith Chairman Participating: Malcolm Murphy Vice Chairman Robert Dockerty Board Member Curtiss Roach Board Member Amanda Jones Alternate Board Member Also Present & Participating: Gregory Dunham Edward Nazzaro Rita Taylor Town Manager Staff Attorney Town Clerk III. Minutes of the Regular Meeting and Public Hearing 10-24-19. Vice Chairman Murphy moved and Board Member Roach seconded the motion to approve the minutes of October 24, 2019 and all voted AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items. There were none. V. ANNOUNCEMENTS. A. Meeting Dates 1. Regular Meeting & Public Hearing a. January 23, 2020 at 8:30 A.M. d. February 27, 2020 at 8:30 A.M. e. March 26, 2020 at 8:30 A.M. f. April 23, 2020 at 8:30 A.M. Chairman Smith called attention to the future meeting dates. VI. PUBLIC HEARING. A.Declaration of Ex -Parte Communication There was none. B.Administer Oaths Town Clerk Taylor swore in everyone who thought they might speak. C. Applications for Development Approval 1. An application submitted by Bryan Donahue, Insite Studio, as Agent for The Little Club, Inc. the owners of property located at 100 Little Club Road, Gulf Stream, Florida, which is legally described in metes and bounds a. Demolition Permit to prepare for alternations to existing building. b. Level 2 Site Plan Review to permit an addition of 848 sq. ft. to existing building, new roof construction, Min-'L'as of ARPB Regular Meeting & Public Hearing Held 12-19-19 @ 8:30 A.M. architectural fagade modifications and landscape enhancements. Bryan Donahue from Insite Studio made a PowerPoint presentation as agent for The Little Club, Inc. Mr. Donahue explained that 848 additional sq. ft. would be added to the existing building, roof tile would be replaced with minor modifications being made to the roof, windows being replaced and the architectural fagade would see some small changes as well as some hardscape and landscape changes. Keith Spina, architect with Glidder�pina & Partners, explained that The Little Club wanted to remain the same, so they were just making a few modifications to enhance what was already there. Mr. Spina stated they were going to make a roof modification to increase the ceiling height and help screen the mechanical equipment that is on the roof. Mr. Spina said they were adding an octagonal space in the dining room to take advantage of the golf course view. Mr. Donahue showed the landscape design that would clean up what was presently there and go for a clean and simple look in the front and on the patio spaces in the rear. The palm trees will be relocated on the property, he added. Chairman Smith asked about the new patio feature and wondered if there would be tables and chairs put out. Mr. Spina said it wasn't meant as a dining area, but a nice area for someone to stand or have cocktails, bringing a little bit of the outside into the dining area with hedges high enough so that you're not looking into the parking area. Chairman Smith asked if they were going to cover the patio area at the octagonal feature to which Mr. Spina said they would not because the membership at The Little Club did not want it. Board member Dockerty asked what kind of roof tile was going to be used to which Mr. Spina said they were using the same white cement tile that is already present. Vice Chairman Murphy thought the right side of the building lacked the detail of what was happening everywhere else and wondered if faux windows could be put in. Alternate Board Member Jones pointed out that was where the locker rooms were located and maybe landscaping would be nice. Town Manager Dunham stated that whatever the decision was needed to be approved by the staff, to which the board said it wouldn't need to come back before them, just approved by the staff. Town Resident, James Shelter, stated observations that he had made after coming into Town Hall to look at the drawings. Mr. Shelter wanted to know if the current parking space was insufficient or was The Little Club planning on adding to the membership. He also was concerned about the parking lot being in a low point and wondered if a storm sewer system was going to be put in. Mr. Shelter stated Little Club Road was owned by four different parties and during the project he thought the road would get a lot of wear and tear by construction vehicles and would it be maintained for the community using it. Mr. Shelter stated that the plans did not show the proposed pickleball court and he wondered why this was a separate submission and not combined with the pickleball court application. Chairman Smith stated the potential damage to the 2 Minuses 3f ARPB Regular Meeting & Public Hearing Held 12-19-19 @ 8:30 A.M. roads, the storm sewer system and land elevation were not on the agenda for discussion. Town Manager Dunham agreed and added that those were all private roads. Vice Chairman Murphy made a motion to approve a demolition permit for the reconstruction of the roof and for the demolition of certain perimeter walls. Board Member Dockerty seconded the motion and all voted AYE at roll call. Vice Chairman Murphy made a motion to approve a Level II Architectural/Site Plan based on a finding that the renovation of the existing clubhouse, which includes 848 sq. ft. in building additions, reconstruction of the roof, improvements to the architectural fagade and landscape enhancements meet the minimum intent of the Design Manual and applicable review standards with the following condition: 1. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. Board Member Dockerty seconded the motion and all voted AYE at roll call. 2. Final Shutter Review -3112 Gulf Stream Road a. Shutter Color request. Rustem Kupi, Architect, for 3112 Gulf Stream Road, stated that they were back to review the shutter color that the clients had requested. He added they loved the Town of Gulf Stream logo so much that they went with the color of the sun in the Town logo. He stated that the board had previously approved the light green, but the sherbet color is what his client preferred and had seen on a house in Bermuda. Chairman Smith asked if there was a variant of the sherbet color as he thought it was a bit bold. Board Member Roach asked if Mr. Kupi had a picture of the house in Bermuda so they could see it in context, to which Mr. Kupi said he would ask them. Town Manager Dunham read Section 70-102 from the Town Code that referred to shutters and awnings with non-traditional shutter colors, as well as extremely bright colors, being prohibited. Board Member Dockerty asked if the client would be willing to tone down the sherbet color, to which Mr. Kupi said he would ask. Chairman Smith stated that Mr. Kupi needed to come back with some alternatives. Mr. Kupi asked if they decided on the mint green, would they need come back or if they could just proceed. Mr. Dunham stated that the house which is due north of 3112 Gulf Stream has shutters that are very similar to the light green/mint and added that the Code talks about diversity. Mr. Kupi stated that when this application was approved, the house next door had different colored shutters. Vice Chairman Murphy made a motion on the two samples that were presented, if the owners of the property decide to go with the green, the Board accepts it and they can move forward. If the owners wish to pursue the potential of having orange shutters, they need to come back with a different color and photographs. The motion was seconded by Board Member Roach but was then interrupted by Town Manager Dunham before the 3 Minutes Gf ARPB Regular Meeting & Public Hearing Held 12-19-19 @ 8:30 A.M. vote because he needed clarification. Town Clerk Taylor then asked if this was in the form of a recommendation because it needed to go to the Commission. Mr. Kupi asked if they had to go before the Commission if the client chose the mint green because it was previously approved. Ms. Taylor stated it wasn't approved but that the Commission voted that the client needed to come back before the ARPB. Board Member Dockerty read from an e-mail that stated the Town Commission conditioned their approval of this project on deciding the color at the end of the construction. Vice Chairman Murphy withdrew the previous motion and made a new motion stating that if the owners decided to go with the mint shutters, the ARPB recommend it is approved. If the owners come back with another color, including the orange, they had to come back to the ARPB with pictures and examples of the colors they wish to use on the property. Board Member Dockerty seconded the motion and all voted AYE at roll call. VII. Items by Staff. There were none. VIII. Items by Board Members. There were none. IX. Public. There were none. X. Adjournment. Chairman Smith adjourned the meeting at 9:15 A.M. Renee Basel Assistant Town Clerk 4 5 i 0 u v v o 75 bA m o p u 75 cu p — C o O a. �? O .,_, Z75 U� m �4 CU 4- +, 0 0 N4.1 0 ra cu •> r -i � 4- bA •4J x O v OQ" 4 4 v D 4+ A � � cn cn cn X un ° o 14-1 .. V . 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LEGAL DESCRIPTION 2765 Avenue An Soleil cording to the flat thereof, recorded in Plat Boole 27, Page 69, of Parcel 1. Lot 92, Place Au Soik the Public Records of Palm Beac0y, Florida. Parcel 2. That certain portionAajj,� orth 100 feet of the North 3f4 of the :southeast 1/4 of Section 4, Township 46 South, Raas(, 'Town of Gulfstream, Palm Beach County, Florida, lying East of the Easterly Right of f U.S. Highway No 1 (State Road No. 5) and West of the Westerly Right of Way line of the Inl Waterway as shown on the Plat thereof, recorded in Plat Book 17, Page 148, of the Puti<li`�rds, of Paim Beach County, Florida, being more particularly described as follows: Be `4he Northeast corner of Lot 92, Place Au Soleil, according to the Plat thereof, recorded in Plat Book 27, Page 69, of the Public Records of Palm Beach County, Florida; thence Easterly along the North boundary line of Lot 91, Place An Soleil, a distance of 5 feet; thence Northerly at a right angle to the North boundary line of Lot 91, a distance of 70 feet; thence Westerly along a line pnrallet to the North boundary line of Lots 91 and 92, a distance of approximately 120 feet to a point intersecting a line drawn from the Northwest corner of Lot 92 at a right angle to the North boundary line of said Lot 92; thence Southerly at a right angle for a distance of 70 feet to the Northwest corner of said Lot 92; thence Easterly along the North boundary line of said Lot 92 for a distance of approximately 115 feet to the Point of Beginning. Parcel Identification Number: 20-43-46-0422-000-0920 Subject to taxes for 2016 and subsequent years; eovenants, conditions, restrictions, easements, reservations and limitations of record, if any, but shall not serve to reimpose same. LEGAL DESCRIPTION 2775 Avenue An Soleil Lot 93 and the Easterly 110 feet oFt._ erly 272.53 feet ofthe Southerly 70 feet of the North 100 feet of the Southeast n 4. Township 46 South, range 43 Fast lyigg East of the 13.S. Highway #1, Pa r { Cnourtty. Florida PROJECT INFORMATION PART I.A.4. The subject site is comprised of two single family lots developed with a single family home on each lot. The proposed project is to combine the lots via a Unity of Title and subsequently renovate the existing single family homes to combine both to be one single family home. The structure on the western portion will remain as a one story and a second floor component will be added to the eastern portion. In addition, the space between the two homes will also be infilled thereby connecting the two homes making it a unified single family home. 2 PROJECT INFORMATION PART I.A.5. AREA CALCULATIONS FIR57 FLOOR AIR CONDITIONED AREA 5677 S.F. PARKING GARAGE STORAGE 1370 S.F. COVERED VERANDA t LOGGIA 1351 S.F. COVERED ENTRY 71 S.F. SECOND FLOOR AIR CONDITIONED AREA 34&q S.F. TRELLISED BALCONY 142 S.F. OPEN BALCONY !399 S.F. TOTAL AIR CONDITIONED AREA 9166 S.F. TOTAL ENCLOSED AREA '370 S.F. TOTAL TRELLISED AREA 142 S.F. TOTAL OPEN DECK AREA '398 S.F. TOTAL UNDER ROOF 1452 S.F. TOTAL LIVABLE ROOF 13528 S.F. EAST PROPERTY AREA 32012 S.F. WEST PROPERTY AREA 2'937 S.F. F.A.R. ALLOWED 11992 S.F. F.A,R. PROVIDED 11998 S.F. Ist TO 2nd FLOOR RATIO ALLOWED 50 % Ist TO 2nd FLOOR RATIO PROVIDED 41.1 % Architectural Style PROJECT DESCRIPTION AND JUSTIFICATION PART III.A.1. Existing Zoning Place Au Soleil District (RS -P) (Figure 2) FIGURE 2 — Zoning map 3 PROJECT DESCRIPTION AND JUSTIFICATION PART III.A.2. ZONING DISTRICT: The Place Au Soleil District is characterized by one-story and a few partial two- story houses which fit comfortably on medium-sized lots. Together, the homes and landscape features lend an informal, harmonious neighborhood feel to the district. The proposed single family home is compatible with the intent of the zoning district by proposing a structure that embraces both the single story and two story designs while keeping it in harmony with the surrounding homes. PROJECT DESCRIPTION AND JUSTIFICATION PART III.A.3. Current Future Land Use FLU Single Family SF (Figure 3 FUTURE LAND USE: There is no change in use; therefore, the project remains in compliance with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan FIGURE 3 — FLU map ADDITIONAL INFORMATION PART IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: Sec. 66-154. - Standards. When recommending or taking final action on applications for variances, the review authority must find that: (1) Special 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. RESPONSE: There are special conditions and circumstances that 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. The subject lots are developed with a single family home on each lot which will be unified and will be wider than the typical lot in the Place Au Soleil zoning district. The owner's intent is to combine the two existing homes and have one unified single family home; and this design of the two home combinations were not contemplated in the Code. The owner simply intends to renovate and 4 !Q---- ----------•--- A� iv W L �p a SITE V) 4) � r- ,n�O V C A � = i o w FIGURE 3 — FLU map ADDITIONAL INFORMATION PART IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: Sec. 66-154. - Standards. When recommending or taking final action on applications for variances, the review authority must find that: (1) Special 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. RESPONSE: There are special conditions and circumstances that 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. The subject lots are developed with a single family home on each lot which will be unified and will be wider than the typical lot in the Place Au Soleil zoning district. The owner's intent is to combine the two existing homes and have one unified single family home; and this design of the two home combinations were not contemplated in the Code. The owner simply intends to renovate and 4 combine the homes in the space between the two homes, in other words, the total width is not being expanded upon, and it is merely an infill of the portion between the two homes to create a unified living space. (2) The special conditions and circumstances do not result from the actions of the applicant. RESPONSE: The special conditions and circumstances do not result from the actions of the owner. The wider lot and combination of two homes were not contemplated by the Code. Designing the home to be in compliance with the Code requirement creates a disproportionate structure that would be out of character for the area and the zoning district. (3) Granting the variance requested will not confer on the applicant any special privilege that is denied by this Code to other lands, buildings, or structures in the same zoning district. RESPONSE: The granting of the variance will not confer on the owner any special privilege that is denied by this Code to other lands, buildings, or structures in the same zoning district. (4) Literal interpretation of the provisions of this Code would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship on the applicant. RESPONSE: Yes, the literal interpretation of the provisions of this Code would deprive the owner of rights commonly enjoyed by other properties in the same zoning district under the terms of this Code and would work unnecessary and undue hardship. The existing home would have to be demolished in order to construct a new structure designed to support the second story component that meets the setback. As currently proposed, the first floor wall can support a second story component with very little modifications. The demolition and reconstruction would be cost prohibitive should the literal interpretation of the Code be applied. (5) The variance granted is the minimum variance that will make possible the reasonable use of the land, building or structure. RESPONSE: Yes, the request is the minimum variance that will make possible the reasonable use of the land, building or structure. The wider lot was and combining two homes to create one were not contemplated by the Code and designing the home to be in compliance with the Code requirement creates a disproportionate home that would be out of character for the area and the zoning district. (6) Granting the variance would not permit to be established or re-established any use prohibited in that zoning district. RESPONSE: The granting of the variance would not permit to be established or re-established any use prohibited in that zoning district. The site is currently in single family use and the use will continue to be in single family use, no use change is requested and no new use is being added. (7) Granting the variance is consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. RESPONSE: Yes, the granting of the variance remains consistent with the goals, objectives and policies and future land use map of the adopted comprehensive plan. There are no changes proposed that are inconsistent with the comprehensive plan. (8) Granting the variance will be in harmony with the general intent and purpose of this Code and that such variance will not be injurious to the area involved or otherwise detrimental to the public welfare. RESPONSE: Yes, the granting of the variance will be in harmony with the general intent and purpose of this Code and will not be injurious to the area involved or otherwise detrimental to the public welfare. In fact, the variance would allow the renovation of a site that is currently in poor conditions and in need of repair and revitalization. OPTIONAL INFORMATION PART V. The subject properties are located within the Place Au Soleil district which includes about 90 homes, most of which were constructed between the mid-1960s and early 1970s. The homes located at on individual lots at 2765 and 2775 Avenue Au Soleil were both constructed in 1973. The property owner of the 0.73 -acre lot located at 2765 Avenue Au Soleil is under contract to purchase the 0.51 -acre lot located at 2775 Avenue Au Soleil and subsequently combine both lots under a Unity of Title to create a 1.24 -acre lot. The goal is to keep the existing structure and add to it; otherwise, the project is cost -prohibitive (i.e., if the entire structure is demolished). ARCHITECTURE: The final design and layout will remain consistent with the surrounding homes since it will retain the Bermuda style architecture with the use of high quality materials appropriately applied according to the overall style of the home. The Town Code has a requirement whereby the second story setback requirement is to be calculated based on the width of the front elevation. A flat structure going up to two stories at the same elevation may be the design preference; however, the intent of the project is to achieve the same result with an appropriate setback and remain in harmony with the character of the area. The literal interpretation of the Code creates a disproportionate home design that would not be in harmony with the surrounding homes. The ratio required by the Code creates a home that is out of proportion since the combined homes creates a wide first story and a disproportionate second story. Should the home be designed to meet this requirement, the disproportionate home will no longer be in harmony with the existing homes and thus the owner is seeking relief from this requirement. In addition, the demolition and reconstruction costs become cost prohibitive leaving a portion of the site in disrepair which can be considered injurious and detrimental to the public welfare. LOT SIZE: The lots will be combined via a Unity of Title to create a 1.24 -acre lot. It should be noted that the existing home setback along the east and west property lines will remain the same. Also, the side setback along the east property line is not only in compliance with the minimum required, but also exceeds the minimum since the property line is angled with an increasing existing setback as you move towards the front property line. This occurs because the home was not built parallel to this eastern property line. LANDSCAPING: The home is designed to appropriately setback to allow for the inviting open front lawns, foundation plantings, and shade trees of the district and the surrounding properties. If the owner was required to comply without the benefit of relief from the Code requirement, (the second story setback), the structure would have to be entirely demolished, and the existing landscape would be materially affected since it would involve the removal of the mature trees that should be saved as per landscaping Code intent and objective. It should be noted that this very lush landscaping with tall trees along the eastern property line creates a significant buffer and appropriately screens the second story component. ACCESS: There is no change proposed to the ingress/egress to Avenue Au Soleil as the access will still be on Avenue Au Soleil with the reconfigured driveway. CONCLUSION Based on the above and application submittal documentation, the owner respectfully requests the relief from the Code as indicated above and approval of the project. In the event you have any questions or require any additional information, please feel free to contact us. 11 Al j 1 4 � 'y'_ �• � � c r�•.��,,�. .. is t ♦ A / •��` � 1. �' a ,, `s. r I I I I I I I I I ( I I 60" HIGH PROVE GRADE I CHAIN LINK FENCE COORDINATE WITH IXISTIr� ENCE 1 I I I ul al ml E' mI S wl NI of w "I TO)E'O"x5'-O' ALUMINUM GATE REJECT A 4" SPHERE AND TO COMPLY WITH POOL ENCLOSURE REOIUIREMENT5 I GO" HIGH ABOVE GRADE V �} I BLACKCHAIN LINK FENCE i I COCROI NATE WITH --- FENCE PUMP { GAS POOL POOL HEATER. CONTRACTOR iI TO COORDIN4 LOCATEON I COMPFI A F2 I � � t CE SITZ PIAN NOTE AT LIVING AREA L LOC L MINIMUM IB' REGULATIONS CROWN OF ROAD RESTRICTIONS 2. JU ED1ASNAGE SHALL BE AS ALL LOCAL CODES, REGJLATIONS AND RESTRICTIONS NPVING JANDECATION I 3. R ETRIJ.PING, IRRIGATION, DICTING, ETC., SHALL BE AS ALL LOCAL CODES, REGULATIONS, I RESTRICTIONS HAVING JURISDICTION, AND FURTHER, AS SELECTED AND DIRECTED BY BUILDER (NOT A PART OF URBAN DESIGN STUDIO OF DE, PDX PoFLORIDA CONTRACT) 4 DRIVEWAYS , WALKWAYS, SLAB ON GRADE, OL DECKS, SWIMMING POOL ARE BY OTHERS AND PERMITTED SEPARATELY (NOT A PART OF URBAN DESIGN STUDIO OF SOUTH FLORIDA CED SHOT). 5 MMING POOL, DECK, SPA, ETOL BY OTHERS, SER POOL SUBCLNTRIGN ST ENGINEERED SHOP pRAWINGS. PERMITTED SEPARATELY AND NOT A PART OF URBAN DESIGN STUDIO OF SLIRN FLORIDA I CONTRACT EEE OWNER J 6. LAND SURVEYOR SHALL VERIFYGHT ATTONTHE TION OF E SITE AND ANY OCCURRING SETS A / ENCROACHSHALL BE BE BRgIGHT TO THE ATTENTION OF ARCHITECT PRIOR TO ANY WORK / BEING LONE. T SITE PLAN AS REFLECTS ARCHITECTS CONCEPTION OVERALL SITE LAYOUT AND FEATURES, NEOSS / AND MAY NOT NECESSARILY AN ACCURATE REPRESENTATITIpV OF THE BUILDERS STANDARD / INCLUDED FEATURES OR LAYOUU T AND DESIGN ( 47'N18' POOL (BY OTHERS U.S.P.) PROPOSED GAR 6ARA6E zs'-G}^ 7 -GAR NEW MOTOR COURT (PAVERS ON SAND BT OTHERS U 5 P ) I i I ' WO O � I tt a JY \ R \ \ v�-------- GO ­CKI COORDINATE FENCE ABO E RADE HIGH L RAN NK ENCE. WITH EXISTING SITE NOTEB: - _ ______ ______ _ _ _ __ -R_ \ \ REFERENCE LANDSCAPE DRAWINGS REFER TO L NT W BUFFER TO PLY WNQS ITH MINIMUM CODE REOUIREMENT5 • FENCE AT PROPERTY LINE TO I pR� -PLY WITH POOL BARRIER CODE REQUIREMENTS G . TO COORDINATE ALL EQUIPMENT K 'IS E PADS TO BE AT FEMA BASE FLOOD ELEVATION + I FOOT PER FBC 2017. REFER TO CIVIL DRAWINGS FOR \ \ \ \ \ DRAINAGE PLAN. \------ ;a STEPPINGSES \ /ERANDA FIRE REFERTO LANDSCAPE \ DRAWINGS \ \ TO REJEm D 0000❑ I'DCI F`LYWITHEFOD_ ENCLOSURE REOUIREMINTS \ SUMMER KITCHEN ry NEW DRIVEWAY�� (PAVERS ON SAND BY OTHERS U.S.P) 30,0 raEo� fR� , TS �egCK � FRT LrryE `\ V F�, Cr F °°' arGvr9 U of 5 wa r o 4. C Location Map Scale: 1/8"=1'-0" PROPOSED TWO STORY GMU RESIDENCE L O EXB 40' D. INC E) (REFER TOTO C1111 MATCIVIL DRAWING.IN.S STEPPING STONES a 0o REFER TO LANDSCAPE O DRAWINGS EXISTIN6 DRIVEWAY / A— ON SAND BPYOTHERS u.5 P) � JY r ' -QTY PROPER, 1 LINE 5.00' GO ­CKI COORDINATE FENCE ABO E RADE HIGH L RAN NK ENCE. WITH EXISTING SITE NOTEB: ALL LANDSCAPE TO BE COORDINATE BETWEEN OWNER AND G REFERENCE LANDSCAPE DRAWINGS REFER TO L NT W BUFFER TO PLY WNQS ITH MINIMUM CODE REOUIREMENT5 • FENCE AT PROPERTY LINE TO I pR� -PLY WITH POOL BARRIER CODE REQUIREMENTS G . TO COORDINATE ALL EQUIPMENT K 'IS E PADS TO BE AT FEMA BASE FLOOD ELEVATION + I FOOT PER FBC 2017. REFER TO CIVIL DRAWINGS FOR \ 5EPTIC SYSTEM LCCATI 1 \ DRAINAGE PLAN. \ ;a (2)B'O'x5'-O" ALUMINUM GATE \ \ TO REJEm \ \ I'DCI F`LYWITHEFOD_ ENCLOSURE REOUIREMINTS \ \ \ \ ,1\A \ \ li STEPPING STONES a 0o REFER TO LANDSCAPE O DRAWINGS EXISTIN6 DRIVEWAY / A— ON SAND BPYOTHERS u.5 P) � w' ALS RADSA � AO/i Site Plan 2 �rA 3 40 U'R of Lu U LLJ 0 U) LL! J �W �J z O z U)::) Ow O W � w 1<) � Q Qccnnm0 LoJ2X co J N 0 d O _C UD1_ Q N � LPBPN DE90N 91Ud0 �� ° FutsNpwm�ia "" AR1001]B20 DESIGN BY IT S DRAWN BY B CHECKED BI IT �� SCALE JOB NO I8-1140 So =w SP -1 SHEET NO _g _3 \ r ' \�mA ;a \ \ \ \ \ C', 9 •'o. r P� o, \ O w' ALS RADSA � AO/i Site Plan 2 �rA 3 40 U'R of Lu U LLJ 0 U) LL! J �W �J z O z U)::) Ow O W � w 1<) � Q Qccnnm0 LoJ2X co J N 0 d O _C UD1_ Q N � LPBPN DE90N 91Ud0 �� ° FutsNpwm�ia "" AR1001]B20 DESIGN BY IT S DRAWN BY B CHECKED BI IT �� SCALE JOB NO I8-1140 So =w SP -1 SHEET NO _g _3 3 n Proposed to Existing Footprint Comparison Scale: 411110' NOL 70r\N OF GLLF S -R=.?!" S -E �-1-•1 -a3L� I ] LM aARA!!I I - I I LOT AREA (EAST LOT) 32012 S.F. LOT 92 PARCEL I I LOT RPALOT) 21937 S FF LOT 3 PARCEL CEL l 14 I TOTAL 53949 5 F W NET F AF CR -IVINT CN5 TING - 5 5 F. 5G13� S.F at FLOOR L V NnG CE L NG OVERV 35 F 2nD FLOOR NG 5 F S F 5 F I", TOTAL L V NG 5. S.F. S.F. 966 S.F. st FLOOR COVERED 5. S F 5.F 452 S F 2nd FLOOR COVERED - 5. I S.F. 0 5 F TOTAL COVERED -- - 5 F - 5.F 3.F. 452 S.F�] L - - - - - - - - - - - - - - - - - - - - - - - GARAGE - - 5 F. - 5 F 370 5.F GI�2[lliE[JT -ILC N - e[erR055 FLWR AREA - 5 F - - 5 F 5 F - 1900 5 F OUT ENI LD NG 5 F O S F LOT 92 PARCEL I - - - - -- - - FIRST 20,000 r 33 6600 5.F OVER 24 LLC 2D 2402 S.F PER MANUAL F 4 R 9002 E LOT 11 PARCEL IA F'RIT 2C, TPETIL ALLO.uABLE FIR 698] I ANUAL AVERAGE OF FA. RF. ALLOWABLE F.A.R. 11993 S.F ((AVERAGE % I S) 15122 S.F. INCLUDING WILDING REQUIRED LANDSCAPE ALAN AL % OPENR SPACE ' _ / OSCAPE E4 38827 5 F 1--,L-:REA < .4250 3290 S.F nAx ?M Z; AREA. PROlIDED S 3351 5 F REAR ELEV. Hl— - —�- - - OPENING CALCULAT-5 BEVATION AREA 2/14 S.F WI OPENING A- 052 5, WINDOW OPENING - - - -- - 313 % CALCULATIONS SEC TO -101 (c)(4) TOTAL NIND1! OPp11N4 852 5 F TOTAL UNDIVIDED S.F NES ILA THAN 0 S B SOF ANGLO CARIBBEAN T 15 A II E CLEAN V-1— DF THE A— CARIBBEAN ARCHITECTURAL STYLE. DEPICTING TRADITIONAL — SLOPES, E%TENSIVE BALCONIES, NI—S AND — ARE OF A VERTICAL PROPORTIONS WITH DID OT ED PANE5 AND A FRONT ROOFED ENTRY N EXCEEDING ONE STORY — III— , arca ------------------------------ I--------------------- It --------------- ________I I 1 IIA ---------------- Or --r - --- -KRL n, m. n n _ all I up1 9TORIdG �b I I I I I ® ne.�al ee L J I 0 I �mIA I I cca[Fm I a ROLM nmeEs C oo�1A, IL - r r 1�G ', � I I I ART RCOM 9 J i0o cic. i wiry[ wwe wlrve -- - OALI2RY L110'2l YUG. oouc cecw ioocSc � I ____ _____ ____ -_ - -- BATN II -_ �_ ----- ----� L 7 I r OO III pSpL 1 O O Yb POYmGt Ir o^cic I -- - I Rmo� �ay4 cr wlel --- 0 — OO r.'Y.ra rMl L_______ _______� I I I I I II I I II Q�IR�%Y I I I I I I i ii I II I , r I _— —__- -__� I L------------------ J 1► RECEIVED -4 JAPE 312020 Town of Gulf Stream, FIE Proposed Ground Floor Plan Scale: 3/16"=1'-0" MMM ���'�lO��ll 11 11,111, FE]FAI EAST ELEVATION n M"ATION LMGEW � oOf /� Q FLAT CEMENT R -F TILE (LIGHT GRAY SHADES) _ (//f 51'1COTH STUCCO FINISH. PAINTED BYIT64 CRYSTAL SPRING {/ _© DECORATIVE A-1— —1FINISH. PRGVIDE SHOP DRAWINGS FOR ARCHITECT5 A y LGuvER PPRwAL C`F/ Q DECORATIVE LIGHT FIXTURE (SEE OWNER FOR SELECTIgJ) WEST ELEVATION ass � azv.� �m+xe.xc uu 7 Proposed Elevations -- Scale: 3116"=l' -O" w U Z w 0 U) wuiJ J O Z� D O O W Q 2 a Of< co Q >U)m0 _j of J J v' 04 d O O D N ureaR� scudo UDI- AR.0017820 DESIGN BY HT 5 DRAWN BY IT ` CHECKED Br IT J9 J B SCALE 148 3 A-4 ll= Lj SHEET NO W a I E CURVE TABLE CURVE LENGTH I RADIUS I DELTA C1 58.951 75.00 45'01'41- C2 1 49.611 31.58 90'00'00' 20 0 10 20 GRAPHIC SCALE 1"-20' ACREAGE PCN No. 20 43 SAGE 000 5080 ACCURATE LAND SURVEYORS, INC. N90°00'00'W 120,00' L.B. #3635 SET 8,14 IRON ROD & CAP 90" FENCE FENLE FOUND 1/2' IR OLB3635 07' S 0 .16 S NO ID 1'47 V 1150 E. ATLANTIC BLVD. TEL. (954) 782-7441 E xpaT IT 10' CHAINLINK x�� I FENCE POMPANO BEACH FLORIDA 33060 FAX. (954) 782-1442 BOUNDARY & TOPOGRAPHIC SURVEY i 10' CHAINLINK O LEGEND OF ABBREVIATIONS: 06 A \IRu 1\2;11 4� L111II �\ �1CLOU\\.11n L41 x6.� x7 b1 '10 FENCE ^ ACREAGE W PCN N°. 20 43 460400 000 5080 ( O 11. TENNIS & BASKETBALL COURT o O PI RVI 1:�\I'II Ill 11. 11 POI\r III °`" L1.1i NI ILL IIIILr kicuT.1111 u+1 P Pi 11r o a PARCEL NIL 2 CD P( X, IOFl1 R1'+Tl 11 \ftU \41L .l Ui�t yr POlar of r+aeE\et rue IYmlore'o+ltlr\cCw;\I x8.11 O - IS 0 O u.1 11>TeR VL7rR vne rolnt rn9l clnv'Iw CD (n O *� °Q 10' CHAINLINK FENCE R. O /- ZO.75' x nrH\0 i t'IN H+ll ( 4' CLF X -x x-%-%-%-% %-X-%-x % CLF ttcr rrl oRl aPl 1IEaK LR -:Ir ra 1 FENCE PLAT LIMITS ON LINE ,DA I` < r Ali Eru Hu �, erx eat -a c�IRu+ I I 1 � � SET DN LINE FOUND I n a c 1.� ft Ift YL IR6C LINE kR °P8.56 IR 115.00' FIRE POOL 'x• .503 1D/s PJPL H.ER Or W. CORNER OF T HEATER Q 90.1' N N90'00'00'E p.'�'' 7.6� R I t 0.Un ->R ua l LOT 92 _ _ _ _ _ _ r NORTH _ _ _ _ --- - - -- - - -- x60" FOUND P,❑,B c o \ nut t tluEto IRT1'AIr II 11 Lc 1c'n1i LINE f 1/2' TRLC PARCEL N0. 2 1 ri1 IT'-,,"", I LOT 92 1353 8 ti F -F---II ----- --------------- ^_ N90°00'004E ----- 5,00' e 4 -. cenl+xx p +r� N ygu 'I 2 R22�/8'N CHI � r llil rn� r ay•29 2100'::. �E� H GHT STREET ADDRESS: \ �B wcw 7,81 2765 AVE AU SOLEIL, GULFSTREAM, FLORIDA 33483 EASEMENT 8 g dlE51.HROUSE:g LEGAL DESCRIPTION: I FF.0.90'NAVO \ PARCEL 1: , I 6• BRICK POD L LOT 92, PLACE AU SOLEIL, ACCORDING TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 27. L❑T 93 PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. ._:_....::21.10'.. .. Gr. L❑T 91 PARCEL 2: 0 �, THAT CERTAIN PORTION OF THE NORTH 100 FEET OF THE NORTH 3/4 OF THE SOUTHEAST 1/4 OF SECTION x6p1 I m 20. ;i,7, \ 4, TOWNSHIP 45 SOUTH, RANGE 49 EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE 4� EASTERLY RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1 (STATE ROAD NO. 5) AND WEST OF 0.32' V 1. 66''---- -3.0 \ THE WESTERLY RIGHT OF WAY UNE OF THE INTRACOASTAL WATERWAY AS SHOWN ON THE PLAT THEREOF, RECORDED IN PLAT BOOK 17, PAGE 148, PUBLIC �ry x NATURA I GAS *7'� J AVE OVER \ 18l" RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Y II TAN y%- K % FLAT ROOF THIS ELEV 15.57'NAVD AREA - 1735'NAy - -- y �' BEGIN AT THE NORTHEAST CORNER OF LOT 92, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, xP1 1 a N - 2 NN RECORDED IN PLAT BOOK 27, PAGE 69, PU13UC RECORDS OF PALM BEACH COUNTY, FLORIDA: THENCE EA STERLY ALONG THE NORTH BOUNDARY UNE OF LOT 91, PLACE AU SOLEIL, A DISTANCE OF 5 FEET; O I i T x_x_x-* TEENCE NORTHERLY AT A RIGHT ANGLE TO THE NORTH BOUNDARY LINE OF LOT 91, A DISTANCE OF 70 e I x x7.62 O FEET; THENCE WESTERLY ALONG A UNE PARALLEL TO THE NORTH BOUNDARY UNE OF LOTS 91 AND 92, A f+ '`I - ` --1 STORY' IS ✓ DISTANCE OF APPROXIMATELY 120 FEET TO A POINT INTERSECTING A UNE DRAWN FROM THE NORTHWEST fU I A'^ RES. #2765 D W� CORNER OF LOT 92 AT A RIGHT ANGLE TO THE NORTH BOUNDARY LINE OF SAID LOT 92; THENCE SOUTHERLY RIGHT W u .�, ,. a N AT A ANGLE FOR A DISTANCE OF 70 FEET TO THE NORTHWEST CORNER OF SAID LOT 92; THENCE EASTERLY ALONG THE NORTH BOUNDARY LINE OF SAID LOT 92 FOR A DISTANCE OF o I x LOT 92 APPROXIMATELY 115 FEET TO THE POINT OF BEGINNING. 0 ^ I F.F. FRONT DOOR ELEV. - BAWNAVD. FF.BACX DOOR ELEV. - 8..22NAVD CERTIFY TO: ! GARAGE FLOOR ELEV. - 7.pPHAVD y 1. DANIEL STANTON & HANNA STANTON S ROOF HEIGHT 24.8I'NAVO I DRIVEWAY f 9 I 20'X2.5' x:5.40' 41' ANCHOR NOTES: • ...... 24.85'.._.: in �' EASEMENT 1. UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. m 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N. 67'08'07" W. ALONG THE CENTERLINE OF 41.49' : 17.80' x7.65 23.90'. 90 $ \ AVENUE AU SOLEIL. 3. THE SHOWN \ LANDS HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY, EASEMENTS, OR OTHER MATTERS OF RECORDS BY ACCURATE LAND SURVEYORS, INC. I J 'Tp FOUND y' \ 4. OWNERSHIP OF FENCES AND WALLS IF ANY NOT DETERMINED. m T a xT 1/2' IR&C #353 9m 5. THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS, INC. AND SHALL NOT BE USED OR REPRODUCTED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. x711\ 60_ 6. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON, TO BE VALID ONE YEAR '3'4 x721. FROM THE DATE OF SURVEY AS SHOWN. 7. THE FLOOD ZONE INFORMATION SHOWN HEREON IS FOR THE DWELLABLE STRUCTURE ONLY UNLESS OTHERWISE INDICATED. a� 10 9. THE LOCATION OF OVERHEAD UTILITY USES ARE APPROXIMATE IN NATURE DUE TO THEIR PROXIMITY FOUNDITER 1/2' IR6C IMEIER. #353 1s BRICK DRIVE AY a m V~ ABOVE GROUND. SIZE, TYPE & QUANTITY MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. 111I o!^x645 - FLOOD ZONE DATA: ELEVATIONS: ELECTPoC T1p MANH x7, _. _ .s •.y FLOOD ZONE: X BOLE ASE FLOOD ELEVATION: N/A REFERENCE BENCHMARK: etU,CONTROL PANEL NUMBER: 125109-0981-F .ALM BEACH COUNTY VERTICAL CONTROL POINT d ` sl1E "EFFECTIVE: 10-05-2017 CLUBHOUSE" p,SD tsa k7• ofx724 BM xp+e x7.83 x7.4•° .p ® t NAIL / -- � REVISED: ELEVATION = 71.318' NAVD xb� x11• ' IRRIGATION FQ1 �' .(1.\ DATE OF FIELD SURVEY: 06-05-03 DRAWN BY: MLW FIELD BOOK: 1091-77 CHECKED BY: MLW SIZE B.M. 1 SET NAL x7.87 VALVE x6.0 x6,54 IR6c ti x&AG ID REVISIONS DATE BY tp "SC x PRC ��O 7.51 x7.51 4 : FOUNO`NAIL .Da 'm '•0 /,/68� SET x67 6.`+k �e 6' v� REMOVE DRAINFIELD PER CLIENT REQUEST 09-20-18 AL/RLT _'• IRON ROD p CAP IRON '0,;>, k LB�35 UPDATE/TOPO SURVEY 18-2817 09-04-18 AL/RLT A�eiVi/ T A17 A* x5.3° xe•M 6g2 .�'� UPDATE SURVEY & ROOF HEIGHT 13-0745 03-12-13 MLW F .� * C2 bap UPDATE SURVEY 12-3644 11-30-12 AL/RLT q(/ MmKv 4gW'4(T .' x6.93 x.8.54 O4 \ S�� 4'04x....x6.19 UPDATE SURVEY & ROOF HEIGHT 13-0745 03-12-13 MLW CERnFICAnON: x-14 ,5 x887 \(8�' '`�(I/� THIS IS TO CERTIFY THAT THIS ABOVE GROUND SKETCH OF BOUNDARY SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE FURTHER ` SITE BM AND BELIEF. I CERTIFY THAT THIS SKETCH MEETS THE CURRENT STANDARDS OF S A FOUND NAIL PRACTICE, ESTABLISHED BY THE BOARD OF PROFESSIONAL SURVEYORS '� AND MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES, j NOT VALID WITHOUT PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE SIGNATURE AND q THE ORIGINAL RAISED `,SEAL OF A FLORIDA �y�1 SURVEYOR v\LICE\NSED AND MAPPER. ROBERT L. THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 - STATE OF FLORIDA -- SHEET 1 OF 1 SCALE 1"=20' SKETCH NUMBER SU -03-3608 I I I I I 1 1 I ---------- L-------------------------- HIGH —GRADE T- - BLACK CHAIN LINK FENCE COORDINATE WITH EKSTING FENCE POOL PUMP t 51TELPLAN NOTES IVINc AREA SHALL L DDEB,11141—Is• REGULATIONS CRDWN E5 RICTI 2. LOt DRAINAGE SHALL BE AS ALL LOCAL CODES, REGULATIONS AND RESTRIRIONS HAVING JSTION I 3 LANDSCAPING, IRRIGATION, BERNING, ETC., SHALL BE AS ALL LOCAL CODES, REGULATIONS, RESTRICTIONS HAVING DESIGN STIUDION, AND FURTHER, AS SELECTED AND DIRECTED BT BUILDER (NOT 1 PART OF URBAN DESIGN S ON OF SOUTH FLORIDA , SNIIIACT) < DRIVEWAYS, WPLKWAYS, SLAB ON GRADE, POOL DECKS, SWIMMING F SO ARE BY OTHERS AND PERMITTED SEPAR.ECK, PHOT A PART OF URBAN DESIGN STUDIO OF SOUTH FLORIDA CONTRACT) 5. DRAWING POOL, DECK, SPA, ETC, BY OTHERS, SEE OF SUBCONTRACTORS ENGINEERED SNCP I DRAWINGS. PERMITTED SEPARATELY AND NOT P PART OF URBAN DESIGN STUDIO OF 5011tH FLORIDA CAD SUR SEE OWNER I 6. D SURVEYOR SHALL VERIFY LOCATION OF HOUSE ON SITE AND ANT OCCURRING SETBACK ENCROPCNMfNTS SHALL BE BRWGHi TO THE ATTENTIQJ OF THE PRCNITECt PRIOR 20 ANY WORK / BEING DONE. / 7 SITE PLAN AS DRAWN REFLECTS ARCHITECTS <R P REPRESENTATION TI N OF THE SITE LAYOIT AND FEATURES, / AND NAY NOT URESOLNECESSARILY U AN ACCURATE REPRESENTATIpI OF THE BUILDERS STANDARD / INCWDED FEATURES OR LAYOUT AND DESIGN 4'1'x18' POOL ,By OTHERS 'EP) PROPOSED ISLAR SARAOE is' -6¢• 2 -GAR NEW MOTOR COURT ((PAVERS ON SAND ERS USP) ' i WO �O Location Map Scale: 1/13"=1'-0" SUMMER KITCHEN NEW DRIVEWAY-- BTAOTHEND RSVERS ON U 5AP) ` 43, O RFS/REO � CK - D____________________________J___—_____ LR \ IN ---------- ----------------------- - \ \ \ \ \ STEPPING SLTONES ANDSCAPE\\ VERANDA FIRE DRAWINGS \ FIT 0���❑ \515E 5ESDW( \ PROPOSED TWO STORY CMU RESIDENCE FIN FLR - EL.O'-O' EL ' . STING INA.V D. (REFER OTO C VILDF—INGS) STEPPING SAN.R LANDSCAPE D5CAPE DRA 00 N- cs II ISTINb DRIVEWAY ND BY"OTHERS5 U5 F ) BLACKGC ABOVE GRADE RAIN LINK FEN<E, CNRDI NATE WITH EXISTING FENCE SITE NOTES: ALL LANDSCAPE TO BE COORDINATE BETWEEN OWNER AND G.C. REFERENCE LANDSCAPE DRAWING5. • REFER TO LANDSCAPE DRAWINGS \ FOR EOJIPI'1ENT BUFFER TO COMPLY WITH MINIMUM CODE REOUIRfMENT5. • FENCE AT PROPERTY LINE TO 1 COMPLY WITH POOL BARRIER CODE REQUIREMENTS • 6 . TO COORDINATE ALL EQUIPMENT \ PADS TO BE AT FEMA BASE FLOOD VATICN . I FOOT PER FBC 2017 REFER TO CIVIL ANINGS FOR SEPTIC SYSTEM LOCATION F DRAINAGE PLAN. '\ (2)eb'x5'-O"ALUMINUM GATE TO REJECT A 4'0 SPHERE AND LT HAWITH POOL ENCLOSURE k' REQUIREMENTS \ m — \g \ms a \ \ \ \ \ A r% o ,1\ O \ ` �:. Scale: 1/ "=1 ' Q; Jj v 3 S; Ly Flo I I I I I I I I L____________________________ 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 I I I I I j ❑ I I I I I I I I I / i/ / I 1 1 I I I I I I I I I I I I I I I I I \ I I \ 00 I / Proposed to Existing Footprint Comparison W U W 0 U) W _ J W J Z O Z O w�OUm Qx3f cl)v Q Q U) m 0 �Lof (� -J co —J J `i i N(9 d O 1 LD%% �eaA� �Br4 oio AptO01)B 20 �R •� DESIGN BrHT 6� t CHECKD a HT E Qo SCALE 'n JOB NO 1e-11 �y W SP -2 r ` SKEET N 4111D' FGOL —OWN OF GLLF STRE.,I"I SITE D�T.� T.>BLE LOT -EA (EAST LOT) 32012 S.F. LOT 92 PARCEL I LOT AREA (WEST LOT) 21931 SF. LOT 93 PARCEL IA TOTAL _ _ 53949 S.F- EXISTING D -C NEW NET Tt FLOOR LV NGS =5F' =S.F -S.F 56n 5F CEI OVER 5 -SF S.F -S. F. 1355.E od FLOOR L V NG 5 F 5 F 335 5 F L LVNG SF S.F S.F 1 5F. FLOJR COVERED 5 5 F F O 5 F 2nd WR COVERED __. 5 F - F TAL COJERED SF 452 5.F RAGE - S. -5.F -SF 3�O SF ig FLD R AREA 5 -- 5.F 5 5 - SF. OSFPOPS.F EL I r 335 F x LE3402 5F A6 9002 5.F LOT 93 PARCEL IA RST 20,000 x 3 11. S.F OVER z0 _ S.F 1 TOTAL ALLOWABLE F A.R 1 —1 S.F 1 PER PIANUAL AVERAGE OF FA P '1995 S.F. —ABLE F A.R 11993 5.F. (AVERAGE X S) T AL HA AR 15122 5. INCLU-IL DING BUILDING RE—IRED LANDSCAPE (—)2-5F A—AL i OPEN SPACE 72 N i/ DECAPf RE 3e02T S 1::1 FIOOR AREA 4 50 S 50 nnx. 2N FLOOR ARN RiWIDm 1 1 3 39 S 3351 51 RP R ELEV. WINDOW .—_. O ENING CALCULATICNS ELNAPGN AREA 7I4 S. F. WINDJN OPENING AREAM2 S.F. 31.3 % WINDOW OPENING CALCULATIONS SEC TO -101 (c)(4) TOTALIUNDI DED eSZ S.F PANES LARGER THAN 0 S e SOFT. ANGLO CARIBBEAN IT IS AE MORE CLEAN VERSION OF THE ANGLO CARIBBEAN ARCHITECTURAL STYLE. DEPICTING TRADITIONAL R EXTENSIVE BALCONIE WINDOWS AND DOOR5 ARE OFFASV ERTICAL PROPORTIONS W H DIVIDED PANES AND A FRONT ROOFED ENTRY NOT EXCEEDING ONE STORT I I i I I I GA11 I I ARASB I I I bwi•mn•1 --_... I I I I I I I I I I L___________________________________ 0 sTaleAae s>waRAse /ireu c•) ARf RNN ti'r5.1�g9•) MIT --------------------- . I I ROOM LOMIA 41..Y I I I I II i RRFen To I i ..x• an wu'xrs� I KITGOI I I I I I I I I /nYa.RR II I I I ❑ I I HmIeF I I I I I I I I I L J II �Tm I _ I I 'O Y' � I I I I I NII.G� PANTRY PANiM ¢ I. t�s'iaWv1 I L _ _______________________________J --------- ---------------------------T I I1 4 j O j Mt�l I I C �, � I I, eanT O __ ______ II I O O II I I________________________ RECEIVED A JAPE 312420 Towno; Proposed Ground Floor Plan Scale: 3/16"=1'-0" W Z W 0 U) / W J J F Z° � O O W<CJ� �— Qxv Q W cU) L') LL J C'400LL $i Q UD M UiBAN�t �A31lICA0 ®® RvM5e0a! �O AR4001T 820 Dfs1cN Br 15 DRAWN BY HT ie --EN HT QascALE a JOB NO to-ItaS A-1 SHEET NO y E > 8 r7 6 I'Y-rr-n-�r-n-nr-n-nr-rr-rr-rr-n-1—I I I II II II II II 11 II II II II II I I I I II II II II II II II II II II II I I = I I II II II II II II II II II II II I I Y� � I I II II I II II II IIOj II II II II I I � 34 J______________________________ I a I �) I ©I I I I I BALGON'I ( I eALLONY II II Yb O O O O u � �2 — ---------- - - --- cn 0 OO lATIIfOOM l" �a I I �e•=.� I �oar+s �. \ 5t011NIW O ® His tA! 1 - C61tP?I4 A a� ® Ndt (wa.an) nvea (i.v.uo) s.4 cl?Ser e$ Aff� of � as o A.e ® o o ® oaTM ° o As I ElO o ba O—Ar,---' ee� El �----1 �= o ei..o-o !✓SI100l19 e A r ruc ve li i li areim li �'�� of �b eaav o. o. as 0 — �e L J ; ;I �8 --------------------- 65 ej 4� f' va 7 RFCF j Vc,) JAPE 31 2020 TOWn of Gulf streurr,, �� i 1 Proposed Second Floor Plan Scale: 3/16"=1'-0" 1 1 i a U W 0 U) W J F Z O Z O: _ � O . W W Q c�.r Q ammo r� <0 `� ' N LL LL O F UD%% AR4001ls20 DESIGN BY 3" DRAWN BY k c CNEB Ey IT SCALE A-2 IoM I __ _ __ UHINUH TRELLIS __ rI I-IT-7-1T-TI-1T-Ti-Tf—ff-TT '� I II I II II II 11 II I II II II I I II II II II II II II II II II II I _ II II II II II II II II II II II o� ----- ----- J 11__11_ ll_JL_L _JL _LL_LLL _LL_11__11_1 n ?` 512 512 5't2 50 o IIS-nY n.a � o � A z! ,� sts FRI RIDGE r`r �� F � r f RIDGE QTY Q � >P` RIDGE S*2 5. 2 h* i s'12 ti n �� o q 512 GlI• ° P RIDGE y4�F ry,► vi� � 4 s RIDGE - 4 d 4 1412 � s 1 I ea a` I W w i a � yA44 _ y vq e stz R RFCEivEDt JAPE 312020 Town of Gulf Stream, FL Proposed Roof Pian scale. U W 0 W� J H z 0 z U) ::) O� � W O � WwUM Q Q U) m 0 I,J� ly J VJ 04 U d O x o 0 UDIR URBAN OESpN STAq In m AR#001)820 DESIGN BY HT 6R DRAWN BT ik BY HT �o CHEOKED SGAEE E!' JOB NO 18-1118 6m A-3 fi: SHEET NO ® F A a• ------------------------------ goo p ®��® ®� m EAST ELEVATION OLWATa, LEMM E ENT ROOF TILE (LIGHT GRAY V STUCCO FINISH. PAINTED IT164 CRYSTAL SPRING �TU7 IVE —L F —DV- ..ITS FINISH. PE SHOP DRAWINGS FOR ARCHTEC ITS APPROJA� TIVE LIGHT FIXTURE (SEE OWNER FOR SELECTION) RESISTANT WI — I DOORS. WHItE FlulSu P¢nVInF Nnn tiro eo�ui+ci.� .w�ee...i.i NORTH ELEVATION -nemo+aeue��- =T LS L - WEST ELEVATION —CL f u Proposed Elevations - cBle: f W U z i W i 3 to WJ I V J } 0 ~ z 0 Z O WD O 11 ~ WDwUA Q QU)mo NLIx )Zo :)J `� N i� d O ( D tDR M � IIF�44N DEBgN SROID ARS001)020 �k DESIGN BT HT S DRAWN BY HT CHECKED By HT �o SCALE o JOB NO 18-1148 3a A-4 ll= SHEET NO W N 664 CURVE TABLE CURVE LENGTH RADIUS DELTA CI 58.951 75.00 45'01'41' C2 49,611 31.58 90-00'00- 210 0 10 20 GRAPHIC SCALE 1'.20' E ACREAGE PCN Na 20 43 460400 000 5080 N90"00'00'W 120,00' NA0. 21 ACREAGE PCN No. 20 43 460400 000 5080 FOUND NO ID .53' o/s N — — — — — — — — — — — — — — P,❑.B, , PARCEL NO 2 ✓N90°00'00'E 5.00' FOUND 1/2' IRLC #353 511E B.M. x6.49 , / .. : . SET Nal. /� & asc ACCURATE LAND SURVEYORS, INC PF L.B. #3635 1150 E. ATLANTIC BLVD. POMPANO BEACH TEL (954) 782-1441 FLORIDA 33060 FAX. (954) 782-1442 BOUNDARY & TOPOGRAPHIC SURVEY LEGEND OF ABBR VIATION o0 e I�TR.�I ecu. +� rin,rrovs nvkuuv v,v,r I W LL I.lil +Ul {kl [1 ('I10R U ItL{NIVO PLI\1,♦I 1111.1 UI. VIJ:�T t P N:.UILS P6C1 PAI \I VI {CIICOl NF1 kLCURI� kt\ RIGI11-'% V PI \T rolvr ora RwrrRE v,cn v{arc uac IN `' "AIL FT{N(.C�(', VUI V(11\101-CO\1\I[\tCtlk\I I N{TLR "I E'fLR / POinI OF UI VIA♦'I\G :lH c_ll{\O '1(R iIN(tI\DITIO\FR JR'H A( VOL �O EAST til{ ATIO\ \t ET IPI II.RI!JA Pl1U'ER A` I I(illl 1(I S(tlC O lel OEEU I3UOA b(R 13RON{R'Jl'Ol �l'l Rtt ORU <IUOM1 !)t \T1' ftl l t1Rl)� dllL�\{RU PItR OTN I--i�tU k�(H UR3 UFEI('I \L RI.(URIJ[NtN,R II' IRO\PIPL 1VISIaDfItH1R R IR(11 RUO t'.>R {R. -III PR\I PF'ROl1A\ti�'k\T RIIFRF F r,1 EIEru'c-Rrl <I u\rIu 11 T1—ij F F \ R( ( L R(,A R I I \;\ R'. I\ 1\F\ clCk `IE\I \IH IR II.k no\ LII \ 1 1 OL\C HAI {NA 11 I It Itll IKTI k STREET ADDRESS: 2765 AVE AU SOLEIL, GULFSTREAM, FLORIDA 33483 LEGAL DESCRIPTION, PARCEL 1: LOT 92, PLACE AU SOLEIL, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGE 69, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. PARCEL 2: THAT CERTAIN PORTION OF THE NORTH 100 FEET OF THE NORTH 3/4 OF THE SOUTHEAST 1/4 OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 49 EAST, TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA, LYING EAST OF THE EASTERLY RIGHT OF WAY UNE OF U.S. HIGHWAY NO. 1 (STATE ROAD NO. 5) AND WEST OF THE WESTERLY RIGHT OF WAY UNE OF THE INTRACOASTAL WATERWAY AS SHOWN ON THE PLAT THEREOF, RECORDED IN PLAT BOOK 17, PAGE 148, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 92, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 27, PAGE 69, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA; THENCE EASTERTHENCELNORTHERLY ALONG YIAT ARRIGH TH �ANGLEYTO LINE TH ORTH91, PLACE AU 80UNDARY LINE OF LOT 91ST ANCD SOF S�FEET; 70 FEET; THENCE WESTERLY ALONG A UNE PARALLEL TO THE NORTH BOUNDARY UNE OF LOTS 91 AND 92, A DISTANCE OF APPROXIMATELY 120 FEET TO A POINT INTERSECTING A LINE DRAWN FROM THE NORTHWEST CORNER OF LOT 92 AT A RIGHT ANGLE TO THE NORTH BOUNDARY LINE OF SAID LOT 92; THENCE SOUTHERLY AT A RIGHT ANGLE FOR A DISTANCE OF 70 FEET TO THE NORTHWEST CORNER OF SAID LOT 92; THENCE EASTERLY ALONG THE NORTH BOUNDARY LINE OF SAID LOT 92 FOR A DISTANCE OF APPROXIMATELY 115 FEET TO THE POINT OF BEGINNING. CERTIFY T0: 1. DANIEL STANTON & HANNA STANTON NOTES: 1. UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N. 67'08'07" W. ALONG THE CENTERLINE OF AVENUE AU SOLEIL. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS–CF–WAY, EASEMENTS, OR OTHER MATTERS OF RECORDS BY ACCURATE LAND SURVEYORS, INC. 4. OWNERSHIP OF FENCES AND WALLS IF ANY NOT DETERMINED. S. THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS, INC. AND SHALL NOT BE USED OR REPRODUCTED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 6. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON, TO BE VALID ONE YEAR FROM THE DATE OF SURVEY AS SHOWN. 7. THE FLOOD ZONE INFORMATION SHOWN HEREON IS FOR THE DWELLABLE STRUCTURE ONLY UNLESS OTHERWISE INDICATED. 9. THE LOCATION OF OVERHEAD U71UTY UNES ARE APPROXIMATE IN NATURE DUE TO THEIR PROXIMITY ABOVE GROUND. SIZE, TYPE & QUANTITY MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. FLOOD ZONE DATA: ELEVATI. ONS: FLOOD ZONE:REFERENCE BENCHMARK: BASE FLOODDELEVATION: N/A PALM BEACH COUNTY VERTICAL CONTROL POINT CONTROL PANEL NUMBER: 125109-0981–F "CLUBHOUSE" EFFECTIVE: 10-05-2017 REVISED: ELEVATION = 11.318' NAVD UA It VF FIELD SURVEY: O6-05-03 DRAWN BY: MLW FIELD BOOK: 1091-77 CHECKED BY: MLW REVISIONS DATE _ BY - KLMUVE DRAINFIELD PER CLIENT REQUEST 09-20-18 AL/RLT UPDATE/TOPO SURVEY 18-2817 09-04-18 AL/RLT UPDATE SURVEY & ROOF HEIGHT 13-0745 03-12-13 MLW UPDATE SURVEY 12-3644 11-30-12 AL/RLT UPDATE SURVEY & ROOF HEIGHT 13-0745 03-12-13 MLW CERT)FICATION: THIS IS TO CERTIFY THAT THIS ABOVE GROUND SKETCH OF BOUNDARY SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER S E A CERTIFY THAT THIS SKETCH MEETS THE CURRENT STANDARDS OF PRACTICE, ESTABUSHED BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES, i NOT VALID WITHOUT PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE SIGNATURE AND 1 THE ORIGINAL RAISED SEAL OF A FLORIDA ZG/LICENSED SURVEYOR ROBERT L. THOMPSON (PRESIDENT) AND MAPPER. 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JIM ' ' 1 - � T •fir , .'�6y „!. r►.. .. .. ,-�:,. ar � e • ! �� `1 YT � i Ao '3 hi t f 1 AIL OW .j F- TOWN OF GULF STREAM LEVEL II SUBMITTAL JANUARY 31, 2 0 2 0 LAVIGNE RESIDENCE LOGGIA ADDITION AND INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 CCS PROJECT NUMBER: 1915 CCS Architectural Enterprises, Inc. ARCHITL('T: CYNTHIA SPRAY DESIGN & ARC-HITEC TURF 499 East Pahneno Park Rd Suite 221 Bnca Rotor. FL 33432 Tel OR`- 561-479-9894 W —,ecsarch.com L espray(,<i ccsarchenterann Architecture Business AA26001852 Interior Desitin Business IB26001782 CO\SL LTAN'TS: MLP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Huy # I. Fort Lauderdale. FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINELRING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31 /2020 DRAWN BY: C C S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL MARK I DATE I DESCRIPTION CYNTHIA C. SPRAY. AIA AR 90167 CS SHEET 1 OF 14 CCS Architectural Enterprises. Inc AR(HITBCT: 1 CYNTHIA SPRAY DESIGN & ARCHITEC"TUR1. 499 East Pahneno Park Rd Suite 221 tD Boca R.I., FL 33432 y 4 Tel Office 561-479-9884 PROJECT ADDRESS: = W www.ccsarch.cent G espray(it sarchenter.ttnn t? Architecture Business AA26001852 1555 N OCEAN BLVD - Interior Design Busines GULF STREAM, FL 33483 IB26001792 CONSULTANTS: PROJECT PCN & ZONING INFO: MLP ENGINEERING 1555 North 2'OOCean AMERICAN UNITED TOWN F GULF STREAM: Boulevd - ENGINEERS PALM BEACH COUNTY ZONING: 5130 N Federal Hwy Nl, PARCEL CONTROL NUMBER: 2, 10-0F p0 Fort Lauderdale. FL 33308 S 260100 LEGAL DESCRIPTION: 10-06-43, N 100FT OF S 268 FT OF GOV LT 1 LYG E OF OCEAN IN 10O PHONE: (954) 461-4314 BLVD w � U O Z STRUCTURAL ENGINEERING: PROJECT PLAN REVIEW DATA STRUCTURES N INTERNATIONAL, INC. QYuo re S 'o<I OCCUPANCYTYPE: i 1501 WILES ROAD PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: to CORAL SPRINGS, FL 331167 SECTION GROUP R - SINGLE FAMILY RESIDENTIAL C4 N Ocean 01vd N Ocean end PHONE: (954) 227-151 S M.. N H,dden tU,b..v Dr PER 2017 (6TH) FLORIDA EDITION OF NFPA m 0 CHAPTER -EXISTING RESIDENTIAL PROJECT DESCRIPTION CONSTRUCTION TYPE' THIS IS A LOGGIA ADDITION AND INTERIOR RENOVATION PROJECT FOR ATWO STORY SINGLE FAMILY HOME PER 2017 (6TH) EDITION OF THE FLORIDA BUILDING CODE: LOCATED IN GULF STREAM, FLORIDA. - EI Cit Nju Cw1dortw,jum TABLE 601: TYPE II -B A,sca:iafes ^: Hu+dc-n Hatboo� i�+ G. gle LOGG AADDITION &INTERIOR BUILDING FIRE PROTECTION: GENERAL NOTES FOR PROJECT Map data �2a2a tMired IMPROVEMENTS AREA SPRINKLERED: BUILDING IS NOT SPRINKLERED 1555 N OCEAN BLVD GULF STREAM, FL 33483 REQUIRED ASSEMBLT RATINGS: PER TABLE 601 FBC 001. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND THE PROJECT LOCATION MAP PROJECT NO: 1915 MANUAL (SPECIFICATIONS, SCHEDULES, ETC.). THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE 1 STRUCTURAL FRAME 0 HOUR THESE DRAWINGS AND THE PROJECT SPECIFICATIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT X1 NOT TO SCALE DATE: 1/3112020 BEARING WALLS INTERIOR 0 HOUR OF ANY INCONSISTENCIES THAT HE DISCOVERS. DRAWN BY: CC S BEARING WALLS EXTERIOR 0 HOUR 002. PROVIDE CONTINUOUS SEALANT TO PROVIDE "WATER -TIGHT' AND "AIR -TIGHT" CONDITION AT THE PERIMETERS r_. PROJECT PHASE: TOWN OF GULF STREAM NON BEARING WALLS INTERIOR PARTITIONS 0 HOUR OF ALL DOOR FRAMES, INTERIOR WINDOW FRAMES, EXTERIOR WINDOW FRAMES, WINDOW STOOLS, CABINETS, FLOOR CONSTRUCTION INCLUDING INTERIOR BEAMS AND JOISTS 0 HOUR CASEWORK, COUNTERTOPS, PLUMBING FIXTURES, TOILET ACCESSORIES ( BOTH RECESSED & SURFACE LEVEL II SUBMITTAL ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS & JOISTS 0 HOUR MOUNTED) , FIRE EXTINGUISHER CABINETS, FIRE DEPARTMENT VALVE CABINETS, ETC. ( EVEN WHEN THE JOINT AT _ ,}fi DESIGN DEVELOPMENT PHASE BUILDING INFORMATION: THE PERIMETER IS EITHER HIDDEN OR NOT READILY VISIBLE). 003. EQUIPMENT INDICATED WITH DASHED LINES SHALL BE FURNISHED BY THE TENANT/OWNER AND •+ f �40 JAlj RECEIVED/STORED BY THE GENERAL CONTRACTOR. NUMBER OF STORIES: 2 STORY f 3 004. THE CONTRACTOR SHALL COORDINATE WITH THE TENANT/OWNER AND LANDLORD FOR THE DELIVERY AND TOW/7 BUILDING HEIGHT: 22-5" TO TOP OF ROOF BEAM INSTALLATION OF ALL TENANT/OWNER FURNISHED EQUIPMENT/FURNITURE. 005. THE CONTRACTOR SHALL VERIFY ,� g" ol / THAT EXIT EGRESS IS MAINTAINED FOR ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT ALL PHASES OF O.fGul ('Vtr CONSTRUCTION. ALL EXISTING STAIRWAYS ( IF ANY) AND RATED EXIT PASSAGEWAYS SHALL BE MAINTAINED SO THAT THEY ARE CLEAR AND ACCESSIBLE; AND THE INTEGRITY OF THE DESIGNATED RATED ENCLOSURE AROUND / GOVERNING CODES AND REGULATIONS THEM SHALL ALSO BE MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCTION. 005. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED SO AS TO PROVIDE WATER -TIGHT, WEATHER -TIGHT MARK DATE DESCRIPTION Issued Published AND CONDITIONED EXISTING SPACE AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. PROVIDE FLORIDA BUILDING CODE PER 2017 (6TH) EDITION TEMPORARY ENCLOSURES AS REQUIRED. PROVIDE PORTABLE HEATING UNITS AND/OR COOLING UNITS TO MAINTAIN FLORIDA BUILDING CODE, RESIDENTIAL PER 2017 (6TH) EDITION 70 DEGREES F. ( INSIDE TEMPERATURE) IN OCCUPIED SPACES, UNLESS OTHERWISE DIRECTED BY THE TENANT FLORIDA BUILDING CODE, ENERGY CONSERVATION PER 2017 (67H) EDITION AND/OR OWNER. CS COVER SHEET ❑ FBC TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES PER 2017 (6TH) EDITION 006. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, Xt PROJECT INFORMATION SHEET ❑ FBC MECHANICAL CODE PER 2017 (6TH) EDITION STANDARDS OR RESTRICTIONS, WHETHER INDICATED OR NOT. SP1 EXISTING SITE PLAN - DEMOLITION ❑ 007. GC SHALL COORDINATE ALL THE WORK OF THE TRADES. 008. CONSTRUCTION SHALL FOLLOW THE 2017 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES. SP2 PROPOSED SITE PLAN -LOGGIA ADDITION ❑ FBC PLUMBING CODE PER 2017 (6TH) EDITION 009. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING ANY A10 FIRST FLOOR DEMOLITION PLAN - CABANA ❑ 21 FBC FUEL GAS CODE PER 2017 (6TH) EDITION WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY IN WRITING OR THE GENERAL CONTRACTOR A1.1 FIRST FLOOR DEMOLITION PLAN - INTERIOR ❑ SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. A1.2 SECOND FLOOR DEMOLITION PLAN INTERIOR ElGENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING IF ADDITIONAL INFORMATION IS REQUIRED TO OBTAIN --- --- - FLORIDA ADMINISTRATIVE CODES (INCLUDING LIFE SAFETY CODE): ABUILDING PERMIT. A2.0 FIRST FLOOR - NEW WORK PLAN - LOGGIA ADDITION ❑ ® CYNTHIA C SPRAY 010. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE FLORIDA ENERGY CODE. CONTRACTOR SHALL BE A2.1 FIRST FLOOR - NEW WORK PLAN - INTERIOR ❑ ® Aa w CHAPTER 69A-3.01 2: STANDARDS OF THE NATIONAL FIRE FAMILIAR WITH THE GOVERNING CODE IN ITS ENTIRETY AND AND BUILD IN ACCORDANCE WITH THE PROVISION OF A2.2 SECOND FLOOR -NEW WORK PLAN -LOGGIA ADDITION ❑ SI SHEET TITLE THE CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND IN THE NOTES. GENERAL - - -- -- PROTECTION ASSOCIATION AND OTHER STANDARDS ADOPTED CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL ELEMENTS DURING A2.3 SECOND FLOOR - NEW WORK PLAN - INTERIOR ❑ ® PROJECT FLORIDA FIRE PREVENTION CODE (2017, 6TH EDITION) WHICH INCLUDES: CONSTRUCTION. A2A ROOF PLAN ❑ FLORIDA STATUTES, CHAPTER 633: FIRE PREVENTION AND CONTROL 011. PROJECT SUBMITTALSAND SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT AS PER THE PROJECT A5.0 EXTERIOR ELEVATIONS ❑ ® INFORMATION SPECIFICATIONS SECTION 01 33 00 LISTED IN THE PLANS. ®- SHEET FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A 013. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH A COMPLETE LIST A5.1 EXTERIOR ELEVATIONS 71 .. FLORIDA ADMINISTRATIVE CODE, CHAPTER 69A-60: FLORIDA FIRE PREVENTION CODE OF ITEMS REQUIRING ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING REVIEW ALONG WITH THE DATES NFPA 1, UNIFORM FIRE CODE (201 7 FLORIDA EDITION) BY WHICH THRE REVIEW MUST BE COMPLETED. �( 0ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS AND PROTECTING 3 PROJECT ECT D RAW I N G INDEX NFPA 101, LIFE SAFETY CODE (201 7 FLORIDA EDITION) THEIR IR WORK SUFFICIENTLY FROM DAMAGE FROM POTENTIAL OTHER TRADES WORKING IN THE SPACES. NATIONAL PEST CONTROL ASSOCIATION STANDARDS 015. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELLAS ALL ADJACENT AREAS X 1 „ AFFECTED BY CONSTRUCTION BROOM CLEAN ATALL TIMES. IF THIS REQUIREMENT IS NOT COMPLETED ON A DAILY BASIS THEN THE ARCHITECT SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CONTRACT RETAINAGE. SHEET 2 OF 14 238 8b FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC 145 FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978 w POOL U O U F- Z VEGETATION _ ( 23'-'l 1!2" F- ��, �t a 3 3 PVC DECK 252.07 FT FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC 1 EXISTING SITE PLAN - DEMOLITION P1 SCALE: 1" =20' 0 EXISTING ONE STORY CABAW BUILDING TO BE REMOVED 489.52 FT FRONT OF PROPERTY TO COASTAL CONSTRUCTION LINE FROM 1978 344.25 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC. GREEN i - - 47- 49A 1/4' i I -T / T 2STORY SINGS FAMILY �)l BRICK PAVERS ❑ c l DECK DECK 7 b I 118'-B'C�.1 �r ; I_ �' 2T-70314' : 21-5' 2.71] I - - L 1 STORY STORY 1 'GARAGE GARAGE / 1 Y�7r BREEZEWAY _ 341.55 FT FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC GREEN 147.25 FT TOTAL HOUSE 10,230 SO FT 8,141 SO FT LIVING + 2,089 SO FT COVERED = TOWN OF GULF STREAM ALLOWED 15,070 SO FT 1111 2 - SEE BELOW HOT TO CALCULATE ALLOWED FLOOR AREA RATIO (FAR) IN SO FT: LOT SIZE IS 100 FT X 489.52 FT = 48,952 SO FT 20,000 SO FT X 0.33 = 6,600 SO FT (THIS IS THE FIRST 20,000 RULE AT 33% FAR) 48,952 SO FT - 6,600 SO FT = 42,352 SO FT 42,352 SO FT x 0.20 = 8,470 SO FT (AREA OVER 20,000 SO FT IS 20% FAR) 6,600 SO FT + 8,470 SO FT = 15,070 SO FT 15,070 SO FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREA ALLOWED FOR THIS LOT SIZE AND ZONING CCS Architectural Enterprises, Inc. EXISTING SITE LAVIGNE RESIDENCE ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE S P 1 499 East Palmetto Park Rd SHEET 3 OF 14 Suite 221 Boca Raton, PL 33432 IMPROVEMENTS Tel Office 561-479-9884 W—cesarch.com E csprayCccsarchenter.com -�--��I Architecture Business FIRST FLOOR LIVING AA26001852 i Interior Design Business j IB26001782 GULF STREAM, FL 33483 CABANA 351 CONSULTANTS $55�.,C MEP ENGINEERING' SECOND FLOOR LIVING 3,363 SO FT AMERICAN UNITED ENGINEERS O o mA ¢q 5130 N Federal Hwy #1, w Fort Lauderdale, FL 33308 U� PHONE: (954) 461-4314 w =� 1- m O~ STRUCTURAL Z ENGINEERING: a EXISTING STRUCTURES PROJECTPHASE: INTERNATIONAL, INC. - - 7501 WILES ROAD CORAL SPRINGS, FL 33067 PHONE: (954) 227-1515 TOTAL HOUSE 10,230 SO FT 8,141 SO FT LIVING + 2,089 SO FT COVERED = TOWN OF GULF STREAM ALLOWED 15,070 SO FT 1111 2 - SEE BELOW HOT TO CALCULATE ALLOWED FLOOR AREA RATIO (FAR) IN SO FT: LOT SIZE IS 100 FT X 489.52 FT = 48,952 SO FT 20,000 SO FT X 0.33 = 6,600 SO FT (THIS IS THE FIRST 20,000 RULE AT 33% FAR) 48,952 SO FT - 6,600 SO FT = 42,352 SO FT 42,352 SO FT x 0.20 = 8,470 SO FT (AREA OVER 20,000 SO FT IS 20% FAR) 6,600 SO FT + 8,470 SO FT = 15,070 SO FT 15,070 SO FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREA ALLOWED FOR THIS LOT SIZE AND ZONING CYNTHIA C. SPRAY, AA AA 96167 SHEET TITLE EXISTING SITE LAVIGNE RESIDENCE PLAN - DEMOLITION ,v S P 1 LOGGIAADDITION & INTERIOR SHEET 3 OF 14 IMPROVEMENTS 1555 N OCEAN BLVD FIRST FLOOR LIVING 4,427 SO FT EXISTING GULF STREAM, FL 33483 CABANA 351 SO FT EXISTING PROJECT NO: 1915 SECOND FLOOR LIVING 3,363 SO FT EXISTING DATE: 1131/2020 DRAWN BY: C C S TOTAL LIVING 8,141 SOFT EXISTING PROJECTPHASE: TOWN OF GULF STREAM LEVEL II SUBMITTAL DESIGN DEVELOPMENT PHASE FIRST FLOOR COVERED PATIO 412 SO FT COVERED ENTRY 98 SO FT EAST GARAGE WEST GARAGE 499 491 SOFT[� SO FT J4I. � ( � SECOND FLOOR OPEN SPACE 563 SO FT w �U �i1 Of ff vhfis, SECOND FLOOR COVERED PATIO 26 SO FT TOTAL COVERED 2,089 SO FT teIftl'z MARK DATE DESCRIPTION TOTAL HOUSE 10,230 SO FT 8,141 SO FT LIVING + 2,089 SO FT COVERED = TOWN OF GULF STREAM ALLOWED 15,070 SO FT 1111 2 - SEE BELOW HOT TO CALCULATE ALLOWED FLOOR AREA RATIO (FAR) IN SO FT: LOT SIZE IS 100 FT X 489.52 FT = 48,952 SO FT 20,000 SO FT X 0.33 = 6,600 SO FT (THIS IS THE FIRST 20,000 RULE AT 33% FAR) 48,952 SO FT - 6,600 SO FT = 42,352 SO FT 42,352 SO FT x 0.20 = 8,470 SO FT (AREA OVER 20,000 SO FT IS 20% FAR) 6,600 SO FT + 8,470 SO FT = 15,070 SO FT 15,070 SO FT IS THE TOTAL PERMISSABLE BUILDABLE AND COVERED AREA ALLOWED FOR THIS LOT SIZE AND ZONING CYNTHIA C. SPRAY, AA AA 96167 SHEET TITLE EXISTING SITE PLAN - DEMOLITION ,v S P 1 SHEET 3 OF 14 238.8b FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC. ,l 145 FT FROM BENCHMARK TO COASTAL CONSTRUCTION LINE 1978 1 z w U O H z 5 252.07 FT FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC SITE PLAN NEW -PROPOSED LOGGIA ADDITION SP2 SCALE: 1' =20' 489.52 FT FRONT OF PROPERTY TO COASTAL CONSTRUCTION LINE FROM 1978 344.25 FT FROM SURVEY DATED 10/31/2019 FROM PINNELL SURVEY INC. ��--- I GREEN � 4 / 4e' -e Ira I— POOL POOL DECK 118'A' -- �>` �� 27'-10314'i� 21•_5' �2STORY I LOGGIAi -"SINGL Y r— �5 ill N L -— ——-—--—r ——— ——— — —-- o T L— NEW LOGGIAADDITION CICS -f 341.55 FT FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/3112020 DRAWN BY: CC S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL DESIGN DEVELOPMENT PHASE FIRST FLOOR LIVING 4,427 SO FT EXISTING INFILL AT SECOND FLOOR LIVING 342 SO FT SECOND FLOOR LIVING 3,363 SO FT EXISTING CABANA BATH 106 SO FT TOTALLIVING 8,238 SO FT EXISTING MARK DATE DESCRIPTION COVERED ENTRY 98 SO FT EAST GARAGE 499 SO FT o m WEST GARAGE 491 SO FT SECOND FLOOR OPEN SPACE 221 SO FT COVERED DECK AT LOGGIA 177 SO FT NEW LOGGIA ADDITION 16 FT X 40 FT 640 SO FT TOTALCOVERED 2,126 SO FT CYNTHIA. SPRAY AIA �;.. AR 90167 TOTAL LIVING AND COVERED 10,364 SO FT =8,238 + 2,126 Ai ,� SHEET TITLE I ?^ PROPOSED SITE TOWN OF GULF STREAM ALLOWED 15,070 SO FT % � 01-C � � PLAN - LOGGIA SEE SHEET SP1 FOR HOW TO CALCLATE TOTALTOWN GULF STREAM ALLOWED FLOOR AREA RATIO (FAR) &elf JtrC��ml F ADDITION N SP2 SHEET 4 OF 14 Architectural Enterprises, Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite 221 Boca Raton, FL 33432 Tel Office 561-479-9884 W—ccsarch.com / E espray@ecsarehenteceom Architecture Business AA26001852 Interior Design Business IB26001782 T= U ¢ CONSULTANTS: J ¢ o MEP ENGINEERING: a AMERICAN UNITED ENGINEERS ,¢ 5130 N Federal Hwy #I, rn Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 ir o ¢ w w STRUCTURAL m ENGINEERING: w > z y w STRUCTURES 0 00 INTERNATIONAL, INC. �_ F- 7501 WILES ROAD g z CORAL SPRINGS, FL 33067 -- - - —� - PHONE: (954) 227-1515 -f 341.55 FT FROM 10/31/19 SURVEY FROM PINNELL SURVEY INC LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/3112020 DRAWN BY: CC S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL DESIGN DEVELOPMENT PHASE FIRST FLOOR LIVING 4,427 SO FT EXISTING INFILL AT SECOND FLOOR LIVING 342 SO FT SECOND FLOOR LIVING 3,363 SO FT EXISTING CABANA BATH 106 SO FT TOTALLIVING 8,238 SO FT EXISTING MARK DATE DESCRIPTION COVERED ENTRY 98 SO FT EAST GARAGE 499 SO FT o m WEST GARAGE 491 SO FT SECOND FLOOR OPEN SPACE 221 SO FT COVERED DECK AT LOGGIA 177 SO FT NEW LOGGIA ADDITION 16 FT X 40 FT 640 SO FT TOTALCOVERED 2,126 SO FT CYNTHIA. SPRAY AIA �;.. AR 90167 TOTAL LIVING AND COVERED 10,364 SO FT =8,238 + 2,126 Ai ,� SHEET TITLE I ?^ PROPOSED SITE TOWN OF GULF STREAM ALLOWED 15,070 SO FT % � 01-C � � PLAN - LOGGIA SEE SHEET SP1 FOR HOW TO CALCLATE TOTALTOWN GULF STREAM ALLOWED FLOOR AREA RATIO (FAR) &elf JtrC��ml F ADDITION N SP2 SHEET 4 OF 14 GENERAL NOTES FOR EXISTING AND DEMOLITION FLOOR PLANS 100. COMPLY WITH THE REQUIREMENTS OF THE NOTES ON SHEET Xl WHICH ALSO APPLY TO THE EXISTING / DEMOLITION FLOOR PLANS. 101.THE EXISTING / DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT AND THAT MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, THE CONTRACTOR/ OWNER / SUB CONTRACTOR SHALL VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO THE EXISTING FIELD CONDITIONS: AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT ANY INCONSISTENCIES BETWEEN THE ACTUAL CONDITIONS AND THESE DRAWINGS. 102. THE GENERAL CONTRACTOR / OWNER / SUB CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DEMOLITION OR NEW CONSTRUCTION WORK (AS INDICATED IN THE CONTRACT DOCUMENTS) CAN NOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. REMOVE EXISTING CONSTRUCTION AS INDICATED, TYPICAL WALL REMOVAL SHALL INCLUDE MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CABINETWORK, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS REQUIRED. AFTER REMOVAL, REPAIR HOLES IN EXISTING TO REMAIN FLOORS, WALLS, BARRIERS AND ROOFS TO COMPLY WITH ORIGINAL FIRE, SMOKE, AND SOUND ASSEMBLIES, FIRE PROTECTION REQUIREMENTS, AND STRUCTURAL INTEGRITY. 103. PREPARE SURFACES TO RECEIVE NEW FINISHES AS SPECIFIED IN THESE DOCUMENTS OR AS SPECIFIED IN SEPARATE INTERIOR DESIGN DOCUMENTS. WHERE A NEW FINISH IS CALLED FOR ON AN EXISTING SURFACE, REMOVE THE EXISTING FINISH AND PREPARE TO RECEIVE NEW FINISH. PREPARATIONS NEED TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. 104. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND ALL STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. SEE ARCHITECTURAL AND / OR STRUCTURAL DETAILS AS PROVIDED IN THIS DRAWING SET. 105. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANACES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION (AHJ). THE THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL NOT CUT EXISTING OR NEW STRUCTURAL WORK IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD / DEFLECTION RATIO. 106. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE ARCHITECT AND / OR STRUCTURAL ENGINEER. 107. WHERE EXISTING CONSTRUCTION IS FOUND TO CONTAIN ANY HAZARDOUS MATERIAL, THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING. NOTE: REMOVAL, DISPOSAL AND REPLACEMENT OF THE HAZARDOUS MATERIAL IS THE SOLE RESPONSIBILITY OF THE OWNER AND SHALL BE IN ACCORDANCE WITH STATE, LOCAL AND FEDERAL REGULATIONS. 108. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL REPLACE ANY EXISTING -TO -REMAIN MATERIALS AND FINISHES (CEILING GRID, CEILING TILE, GYPSUM BOARD, FINISHES, DOORS, FRAMES, WALL PROTECTION ETC. WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 109. REMOVE ALL EXISTING CONDUIT, WIRING AND DEVICES RENDERED USELESS DUE TO CHANGES IN THE EXISTING AREA REWIRE EXISTING DEVICES NOT BEING REMOVED THAT ARE PART OF THE BRANCH CIRCUIT DEVICES BEING REMOVED AND EXTEND NEW WIRING AS NEEDED TO CONNECT TO PREVIOUS. PATCH ALL CUTS, OPENINGS AND DAMAGED AREAS THAT OCCUR DURING DEMOLITION. ALL PATCHING SHALL CONFORM TO THE ADJOINING WORK, MATCHING THE FINISH AND QUALITY OF WORKMANSHIP OF THE ADJACENT MATERIALS. 1 10. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL MINIMIZE CONSTRUCTION AND DUST WHEREVER POSSIBLE. 111. THE CONTRACTOR / OWNER / SUB CONTRACTOR SHALL COORDINATE ANY SYSTEMS SHUT OFF FOR MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION AT ANY TIME DURING CONSTRUCTION. 23'-1 1/2" 1 FIRST FLOOR DEMOLITION PLAN - CABANA A1.0 CICS Architectural Enterprises, Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARCHITECTURE 499 East Palmetto Park Rd Suite221 Boca Raton. FL 33432 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD 3' GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE: TOWN OF GULF STREAM LEVEL II SUBMITTAL DESIGN DEVELOPMENT PHASE MARK DATE DESCRIPTION Aw!!!1 7� �'INTHIAC SPRAY AIA AR N167 SHEET TITLE FIRST � DEMOLITION PLAN JA1i3 9 i -CABANA O of Gul `�,�, F� N A1.0 SHEET 5 OF 14 Tel Office 561479-9884 W am—csarch.com E cspmN,fa cesarchenter coin Architecture Business AA26001952 Interior Design Business IB26001782 lir CONVLTANTS; I MEP ENGINEERING: AMERICAN UNITED ENGINEERS :'oma—`�`--------r•'r`---------- ---- 5130 N Federal Huy # I. j Fort Lauderdale. FL 33305 , { Z------------------------------- PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL. INC. 7501 WILES ROAD CORAL SPRINGS, FL 33067 _ PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD 3' GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: CC S PROJECT PHASE: TOWN OF GULF STREAM LEVEL II SUBMITTAL DESIGN DEVELOPMENT PHASE MARK DATE DESCRIPTION Aw!!!1 7� �'INTHIAC SPRAY AIA AR N167 SHEET TITLE FIRST � DEMOLITION PLAN JA1i3 9 i -CABANA O of Gul `�,�, F� N A1.0 SHEET 5 OF 14 (r a r l r -------------- ------------- S\, V ---------------- - - _ � llllllllllT/�I��T/ITl//T/Ill/l vIl 1 FIRST FLOOR DEMOLITION PLAN - INTERIOR All SCALE_ 1:49.25 O CCS Architectural Enterprises, I ARCHITECT. CYNTHIA SPRAY DESIGN & ARCHITECTUPI 499 East Pal meao Purk Rd Suite221 Boca Rotor. FL 33432 Tel Off— 561479-9984 W Tr xcc-arch-corn E csprayr'u ccsarchenter.com Architecture Business AA26001852 Immo D,,i&,., Business IB260111742 ('ONSULTANTS_ MEP ENGINEERING .AMERK AN UNITED EOINEERS 5130 N Federal Hcy # L. Fort Lauderdale, FL 33308 i PHONE: (954 1 46 1-43 14 I '. STRUCTURAL ENGINEERING: 1- STRUCTURES INTERNATIONAL. INC. I7501 WILES ROAD I CORAL SPRINGS, FL 33067 PHONE (954) 227-1515 LAVIGNE RESIDENCE LOGGIAADDITION 8 INTERIOR IMPROVEMENTS _ 1555 N OCEAN BLVD I GULF STREAM, FL 33463 O PROJECT NO: 1915 DATE: 1/31/2020 / . -.... ...- - DRAWN BY: CC S / PRO!ECT PHASE -- - - TOWN OF GULF STREAM LEVEL SUBMITTAL -(DESIGN DEVELOPMENT PHASE r i i rr i r I111, - F J ________ _____D-- __-_ __I_____ MARK I DATE I DESCRIPTION _ — — - g�FIRST 1,," 1� JiAl � 3 l" p N Town ofutt Stredm f SHEET GVNTHWC SPI3A AIA —1 AR 9916] SHEET TITLE FLOOR DEMOLITION LAN INTERIOR A 1 .1 6 OF 14 CCS Archilcclund Entcrpriscs. Inc. .ARC'HITECT: CYNTHIA SPRAY UGSIGK & ARCHITft'TURL ave Gall Pahno Park Rd I Sune 221 Baca Raton. FL 33432 1 , r- i _- _ Tel Oti- e 561-479-9884 I N c v h I". I L p v! - heme ,um - � Architecture Bus ne i AA26001852 INeriur Design Busing, 1826001782 ---------------, _.._ I l 0\ti1'\ i i\ is i SII P I \6I\I:1:121N0:- AMERICAN UNITED _ ENGINEERS 5130 N Fedcral Hay Y.I, / Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 .. '---- - - --_ - STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL. INC. 7501 WILES ROAD O CORAL SPRINGS. FL33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS ./ r- ---------- ----- ---------------------- O 1555 N OCEAN BLVD ----- , GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 _-a-3 DRAWN BY: C C S i------------------------------------------------------------ _ __ ____ _ _____________________________ _ _____ PRLJECT PHASE TOWN OF GULF STRLEVEL 11 SUBMITTAL =------------------------- --- -- - - EA i r I ' �• r DESIGN DEVELOPMENT PHASE 1 � - i Q f�, __________—�_____—______ ________________ _3 n I i � � �"": `•_'v• MARK DATE DESCRIPTION r , ,('• ----------------- Y r� „ - I — , t y Ili - --- 1J r { r Ji , y � � � ZL - % °' --__- ____'_ ' __ - '_-___ ,l _ cvNrHwc SPRAY AIA Q 3� J " AR gat 6] SHEET TITLE SECOND FLOOR N �. q DEMOLITION PLAN -;t - INTERIOR N SECOND FLOOR DEMOLITION PLAN - INTERIOR A 1.2 U A1.Z SCALE 1/4" - i �0)141n of � �f stream SHEET 7 OF 14 GENERAL NOTES FOR NEW FLOOR PLANS 300. EXISTING TO REMAIN WALLS/PARTITIONS/BARRIERS/DOORS/WINDOWS/PLUMBING FIXTURES/CASEWORK/CABINETS/EQUIPMENT ARE "SCREENED BACK" ON THE NEW CONSTRUCTION FLOOR PLANS. NEW CONSTRUCTION IS INDICATED BY SOLID BLACK LINES. REFER TO DEMOLITION PLANS FOR THE EXTENT TO BE REMOVED, 301. SEE DIMENSIONS, NOTES, ENLARGED PLANS, INTERIOR ELEVATIONS, DETAILS ETC. FOR DIMENSIONS AND KEY NOTES WHICH APPLY TO THE NEW CONSTRUCTION FLOOR PLANS. 302. ITEMS DENOTED ON THE NEW CONSTRUCTION FLOOR PLAN WITH A DASHED LINE PERTAIN TO EITHER FURNITURE WHICH IS NOT IN CONTRACT OR OWNER SUPPLIED ITEMS WHICH ARE NOT IN CONTRACT OR ITEMS WHICH ARE TO BE PROVIDED BY SUB -CONTRACTOR AND NOT DESIGNED BY THE ARCHITECT AND ARE NOT DETAILED IN THESE DOCUMENTS. CONFIRM WITH OWNER IF SHOP DRAWINGS WILL BE REQUIRED FOR THOSE ITEMS IF THEY ARECASEWORK. THOSE SHOP DRAWINGS WILL NEED TO BE REVIEWED BY THE ARCHITECT FOR COMPLIANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. 303. REFER TO ARCHITECTURAL DETAILS, SCHEDULES, NOTES AND LEGENDS AS FOLLOWS: DOOR, FRAME AND HARDWARE SCHEDULE; NOTES AND ABBREVIATIONS FINISH SCHEDULES (UNLESS OTHERWISE NOTED ON THE FLOOR PLAN BY WAY OF KEY NOTES) CASEWORK AND CABINETS 304. SEE REFLECTED CEILING PLANS FOR LOCATIONS OF ANY COFFERS OR DROP -DOWNS. ALSO SEE CONSTRUCTION DETAILS AND NOTES IN THESE DOCUMENTS FOR CONSTRUCTION OF THOSE ITEMS IF ANY. 305. REGARDING ACCESS PANELS AS NEEDED: A.CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF THE TYPE SPECIFIED ARE INSTALLED IN WALLS AND "NON - ACCESSIBLE TYPE" CEILINGS AND SOFFITS WHERE ACCESS, SERVICES OR ADJUSTMENT TO MECHANCIAL, PLUMBING, FIRE, SECURITY OR ELECTRICAL AND COMMUNICATION ITEMS MAY BE REQUIRED. B.ACCESS PANELS SHALL BE THE "FIRE RATED TYPE" EQUAL TO THE FIRE RATING OF THE WALL / BARRIER PARTITION / SOFFIT OR CEILING IN WHICH THEY OCCUR. C.WALL MOUNTED ACCESS PANELS LOCATED IN RATED FIRE WALLS, RATED FIRE BARRIERS, SMOKE BARRIERS AND / OR NON RATED PARTITIONS SHALL BE KEY -LOCKED UNLESS OTHERWISE NOTED. D.WALL MOUNTED ACCESS PANELS SHALL BE KEY -LOCKED IN SPACES WHICH ARE ACCESSIBLE TO THE PUBLIC, CUSTOMERS, PATIENTS AND GENERAL STAFF. 306. SEE SPECIFICATION SECTION 09 11 00 "INTERIOR METAL WALL FRAMING AND GYPSUM WALL BOARD" FOR REQUIRED LOCATIONS OF 5/8" TYPE 'X' DENSARMOR PLUS FIREGUARD INTERIOR GUARD. (NOTE: THE USE OF WATER RESISTANT GYPSUM BOARD (GREEN BOARD) IS NOT ACCEPTABLE IN WET LOCATIONS. INSTEAD USE 5/8" TYPE'X' DENSARMOR PLUS FIREGUARD INTERIOR GUARD. ) 307. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER'S EQUIPMENT VENDORS TO INSURE THAT THERE WILL BE NO OWNER FURNISHED ITEMS WITH A SURFACE AREA GREATER THAN 16 SQUARE INCHES RECESSED INTO A RATED FIRE BARRIER OR SMOKE BARRIER. SEE CONSTRUCTION DETAILS FOR "RECESSED METAL WALL CABINET' ON HOW TO PROVIDE FOR RECESSED ITEMS IN A RATED FIRE AND / OR SMOKE BARRIER; IF APPLICABLE TO THIS PROJECT. ITEMS RECESSED INN NON -RATED SMOKE PARTITIONS OR ANY OTHER FULL HEIGHT PARTITIONS SHALL BE "AIR TIGHT' AT ALL PENETRATIONS. 308. NOT USED 309. WHERE DEMOLITION OF CERTAIN ITEMS RESULTS IN UNPROTECTED OPENINGS OR PENETRATIONS IN EXISTING TO REMAIN WALLS / BARRIERS/ PARTITIONS, FLOORS, CEILINGS, ROOFS ETC. THEN REPAIR SUCH OPENINGS AND PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION, SOUND AND STRUCTURAL REQUIREMENTS. 310. DIMENSIONS SHOWN ON THE FLOOR PLANS FOR RENOVATION WORK ARE AS FOLLOWS: A. OUTSIDE FACE OF EXISTING WALLS TO CENTERLINE OF NEW STUD FOR NEW WALL. 311. DIMENSIONS SHOWN ON THE FLOOR PLANS FORE NEW CONSTRUCTION WORK ARE AS FOLLOWS: A. TO CENTERLINE OF COLUMNS B. TO CENTERLINE OF INTERIOR METAL/WOOD STUDS --- I{ C. TO OUTSIDE FACE OF CONCRETE / CMU / MASONRY WALLS / PARTITIONS/ BARRIERS EXTREMELY CRITICAL MINIMUM DIMENSIONS ARE INDICATED AS"MINIMUM" OR"MINIMUM CLEAR" FOR BOTH RENOVATION ANE NEW CONSTRUCTION PROJECTS. li Q 312 NOT USED 313 NOT USED O 314. CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION THEN THE CONTRACTOR , „.....,. SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING WITH CONSTRUCTION. I 315. THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESS OF THE SCHEDULED FINISH MATERIALS SUCH AS CERAMIC / STONE / PORCELAIN / GRANITE / QUARTZ / SOLID SURFACE MATERIAL PRIOR TO LAYING OUT METAL STUDS OR CMU WALLS / PARTITIONS / BARRIERS SINCE THE TOTAL "OUT TO OUT' WALL THICKNESS MUST BE CONSIDERED SO THAT THE REQUIRED "MINIMUM FACE TO FINISH" AND "MINIMUM CLEAR FACE TO FINISH" DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS. 316. INTERIOR METAL STUDS WALLS / PARTITIONS / BARRIERS SHALL BE CONSTRUCTED OF 3 5/8" MINIMUM METAL! STUDS OR UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL ALSO COMPLY WITH U.L. DESIGN NUMBER U444 OR U458 AT RATED PLUMBING WALLS / BARRIERS. 317, THE CONTRACTOR SHALL VERIFY THAT FLOOR MOUNTED CARRIERS (USED TO SUPPORT WALL MOUNTED SINKS / LAVATORIES AND UNSUPPORTED COUNTER TOPS SINKS / LAVATORIES ARE THE TYPE THAT WILL FIT IN THE 3 5/8" METAL STUD WALLS. NOTIFY THE ARCHITECT IF THERE IS A CONFLICT. 318 WHERE NEW GYPSUM WALLS ARE A CONTINUATION OF AN EXISTING WALL / PARTITION / BARRIER OR COLUMN CCS Architectural Enterpri,es. Inc. ARC'HITEC'T: CN NTHIA SPRAY IG .,SR & ARCHITECTURE 499 East Peltneno Park Rd Suite221 Boca Raton. EL 33432 Tel Office 561-079-9884 W m rc.ccsa 011-11 E csprry(t. cesarchenter.com Architecture Business AA26001851 Inlerior Design Business B26001782 CONSULT NTS. _-- -- MEP ENGINEERING. AMERICAN UNITED _ -- ENGINEERS �, „ I _ , 5130 N Federal Hwy #1, Fort Lauderdale, FL 33308 s� PHONE: (954) 461-4314 1 � I STRUCTURAL ENGINEERING: - STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS, FL 3306 lI PHONE: (954) 227-1515 LAVIGNE RESIDENCE I r=;'• LOGGIA ADDITION & INTERIOR IMPROVEMENTS I: 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: C C S _ PROJECT PHASE. TOWN OF GULF STREAM '., LEVEL 11 SUBMITTAL DESIGN DEVELOPMENT PHASE k DESCRIPTION ENCASEMENT, THE FACE OF THE NEW GYPSUM WALL SHALL BE ALIGNED WITH THE FACE OF THE EXISTING SURFACE. WHERE A ONE-HOUR RATED BARRIER OR A NON -RATED PARTITION 15 SHOWN AS A CONTINUATION OF A TWO HOUR RATED BARRIER OR COLUMN ENCASEMENT, THE OUTSIDE FACE OF THE GYPSUM BOARD SHALL BE ALIGNED, STUDS -- - --- SHALL BE OFFSET AND / OR ADDITIONAL LAYERS OF GYPSUM SHALL BE PROVIDED (AS REQUIRED TO PROVIDE FACE ALIGNMENT OF THE GYPSUM BOARD) WHILE MAINTAINING THE REQUIRED FIRE RATED INTEGRITY. 40 FT LOGGIA ADDITION 319. CABINET / CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 320. ACCESSIBLE WALL MOUNTED SINKS SHALL BE MOUNTED TO ALLOW V-3' MINIMUM FACE BETWEEN THE CENTERLINE OF THE SINK / LAVATORY AND THE "FINISH FACE" OF THE ADJACENT WALL, TOILET COMPARTMENT, FIXED EQUIPMENT AND OR CASEWORK. - --- L 321. IN MERCANTILE AND OFFICE WORK, EGRESS CORRIDORS SHALL BE 42" MINIMUM CLEAR WIDTH TO FINISH FACE , y/�^ OF WALL / BARRIER / PARTITION. 322. PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK IS FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP, AND FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, A REPAIR AND REPLACE ALL WORK WHICH BECOMES DEFECTIVE AT NO EXPENSE TO THE OWNER. FIRST FLOOR - NEW WORK PLAN - LOGGIAADDITION .,r�,'.tf!3 323. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA PLUMBING CODE 2017 (6TH EDITION) AND ALL TO 0 SCALE va o - r-/� 1I CODES ADOPTED BY IT. ��/ i MR1h CYNTHIA C. SPRAY, AIA , AR 4a, 67 FIRST FLOOR - - NEW WORK PLAN LOGGIA ADDITION A2.0 SHEET 8 OF 14 O CCS euiS ARLE ITGCI_ CYTNTHIA SPRAY DESIGN & AR( 'HITE(-TORI- 499 East Palmeno Park Rd Suite 221 Boers Ra IL EL 33432 Tel Office 561-479-9884 W tc .arch -cont E c'p—a' ccsarchemer.rnm Architecture Business AA26001852 IIi., Design Baeine.c, 1826001782 COT'SULTANT5- MLPLNGINELRIN(,, AMERICAN UNITED ENGINEERS 5130 N Federal H"N # I. Fon Lauderdale, FL. 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS. FL 33067 PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS '. 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 U.. DRAWN BY: CC S - PROJECT PHASE -» TOWN OF GULF STREAM %� LEVEL II SUBMITTAL v�lf S�%qi%1, F� MARK I DATE I DESCRIPTION 1 CYNTHIA C SPRAYAIA AR 94'6] SHEET TITLE FIRST FLOOR - NEW WORK PLAN - INTERIOR A2.1 SHEET 9 OF 14 1 SECOND FLOOR - NEW WORK PLAN - INTERIOR A2.3 SCALE 114 = , 5 y.. J i 31 0 -411 01ream F N CCS Architectural Enterprises, Inc. ARC,HITBCT. CYNTHIA SPRAY DESIGN & ARC-HITE(-TUIt1- 499 E:ut Pal—no Park Rd Suite 221 Ba -a Rann. PL 33432 Tel Office 561-479-9884 %N rctcte.ccsa¢h.cnm E cepmyhrceenrchenter.com Architecture Business AA'_ MOO 1852 Interior D—gn 13--» IB26001782- CONSULTANTS; MEP ENGINEERING: AMERICAN UNITED ENGINEERS 5130 N Federal Hwy #I, Fun Lauderdale. FL 33308 PHONE: (954)461-4314 STRUCTURAL. ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7.501 WILES ROAD CORAL SPRINGS. FL 33067 PHONE: (954) 227-1 5 1 5 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: C C S PROJECT --- TOWN OF GULF STREAM LEVEL II SUBMITTAL MARK I DATE I DESCRIPTION SHEET TITLE SECOND FLOOR - NEW WORK PLAN - INTERIOR A2.3 SHEET 11 OF 14 1 ROOF PLAN A2.4 SCALE: 118" = 1'-0" CCS Architectural Enterprises, Inc. ARCHITECT: CYNTHIA SPRAY DESIGN & ARC'HITEC'TURE 499 East Palmeno Park Rd Suite 221 Boca Raton. PL 33432 Tel Office 561-479-9884 E cspraytirccsarchenter—in Architecture Business AA2600I Sit Interior Design Busine, IB26001782 CONSULTANTS: MEP ENGINEERING AMERICAN UNITED ENGINEERS 5130 N Federal Huy 41, Fort Lauderdale, FL 33308 PHONE: (954) 461-4314 STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL. INC. 7501 WILES ROAD CORAL SPRINGS, FL 3301, PHONE: (954) 227-1515 LAVIGNE RESIDENCE LOGGIA ADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE: 1/31/2020 DRAWN BY: C C S PROJECT PHASE TOWN OF GULF STREAM LEVEL II SUBMITTAL MARK I DATE I DESCRIPTION A CYNTHIA SPRAY, AIA' An-, ROOF PLAN A2.4 SHEET 12 OF 14 +22'-5",- 3 ROOF 2 SECOND FLOOR +O" 1 1st FLOOR 1 LOGGIA ADDITION - FRONT ELEVATION - SOUTH SIDE A5.1 SCALE 1W = 1 - — — EXISTING FRONT ELEVATIONTO REMAIN AS -IS. /- NEW EXTERIOR PAINT COLOR ONLY i 11 Fri SII I CICS f/ J J +22'-5" _.. -- -- �3 ROOF W n '� PROPOSED BALCONY REPLACEMENT Imam i +12'-3" __ 2 SECOND FLOOR 1 1st FLOOR LAVIGNE RESIDENCE LOGGIAADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE. 1/31/2020 DRAWN BY: C C S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 MARK I DATE I DESCRIPTION 1 CYNTHIA C SPRAY. AIA AR.16T SHEET TITLE EXTERIOR ELEVATIONS 2 FRONT OF HOUSE ELEVATION - BALCONY REPLACEMENT - WEST SIDE A5.1 SCALE: 114' = p.0^ A5.1 SHEET 14 OF 14 Architectural Enterprises-, Inc. +22'-5" ENGINEERS ,3 ROOF ARCHITECT. CYNTHIA SPRAY DESIGN k ARCHITECTURE ±0" 499 East Pahneno Park Rd 1 1st FLOOR Suite 221 Boca Raton, EL 33432 Tel OBice 561-479-9894 =Lcccsarch.com W E cspray(u ccsarchenter.com +12 -3" Architecture Business 2 SECOND FLOOR AA260 H852 Interior Desi'm gn Business - IB26001782 CONSULTANTS; MEPENGINEERING: f/ J J +22'-5" _.. -- -- �3 ROOF W n '� PROPOSED BALCONY REPLACEMENT Imam i +12'-3" __ 2 SECOND FLOOR 1 1st FLOOR LAVIGNE RESIDENCE LOGGIAADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE. 1/31/2020 DRAWN BY: C C S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 MARK I DATE I DESCRIPTION 1 CYNTHIA C SPRAY. AIA AR.16T SHEET TITLE EXTERIOR ELEVATIONS 2 FRONT OF HOUSE ELEVATION - BALCONY REPLACEMENT - WEST SIDE A5.1 SCALE: 114' = p.0^ A5.1 SHEET 14 OF 14 AMERICAN UNITED ENGINEERS _ 5130 N Federal HWy 41, Fon Lauderdale, FL 33308 ±0" PHONE: (954) 461-4314 1 1st FLOOR STRUCTURAL ENGINEERING: STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD CORAL SPRINGS. FL 33067 - PHONE: (954) 227-1515 f/ J J +22'-5" _.. -- -- �3 ROOF W n '� PROPOSED BALCONY REPLACEMENT Imam i +12'-3" __ 2 SECOND FLOOR 1 1st FLOOR LAVIGNE RESIDENCE LOGGIAADDITION & INTERIOR IMPROVEMENTS 1555 N OCEAN BLVD GULF STREAM, FL 33483 PROJECT NO: 1915 DATE. 1/31/2020 DRAWN BY: C C S PROJECT PHASE. TOWN OF GULF STREAM LEVEL II SUBMITTAL 1 MARK I DATE I DESCRIPTION 1 CYNTHIA C SPRAY. AIA AR.16T SHEET TITLE EXTERIOR ELEVATIONS 2 FRONT OF HOUSE ELEVATION - BALCONY REPLACEMENT - WEST SIDE A5.1 SCALE: 114' = p.0^ A5.1 SHEET 14 OF 14 OF WEST LINE OF THE N.W.1/4 OF SECTION 10, TOWNSHIP 46 SOL RANGE 43 EAST LOT 1 A BOUNDARY & MEAN HIGH WATER LINE SURVEY P]NNELLSUR ORS ANDINC. PROFESSIONAL SURVEYORS AND MAPPERS E. L L1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CERTIFICATION: THIS IS TO CERTIFY TUT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TttE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.I FURTHER CERTIFY TEAT 1X15 SURVEY MEETS TIE STANDARDS OF PRACTICE UNDER RULE SJ -Il, FLORIDA ADMINISTRATVE LEGAL DESCRIPTION: CODE. ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THE NORTH 100 FEET OF THE SOUTH 200 FEET OF THE NORTH 6W FEET OF THAT PORTON OF THE SOUTH 668 FEET OF GOVERNMENT A.T. LEG D: LOT 1. SECTION 10, TOWNSHIP 46 SOUTH, RANGE 43 EAST. LING EAST OF OCEAN BOULEVARD (S.R. A -1-A), PALM BEACH COUNTY, FLORIDA. GENERAL NOTES: B.M. BENCHMARK M.H. MANHOLE 1) TWE OF SURVEY: BOUNDARY AND MEAN HIGH WATER LINE SURVEY 2) IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOK SHOWN HEREON, THEN ANY AND ALL 111 C CALWUIID MEASUREMENT NSVD NORTH AMERICAN VERTICAL DATUM PREVIOUS VERSIONS OF TIHIS SURVEY PREPARED BY PINNELL SURVEY', INC. ARE NULL @ VOID. 3) THIS SURVEY IS NOT VALID MTROUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED [ CENTERLINE �1GVD NATIONAL GEODETIC VERTICAL DATUM L NCROACHMENT NOTES SURVEYOR AND MAPPER, UNLESS ELECTRONICALLY SIGNED MID SEALED. 4) THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY. EASEMENTS OR 10/31/19 CR. - CHORD BEARING OR.B. - CFFIOM RECORDS BOOK - - _ OTHER MATTERS OF RECORD BY PINNEUL SURVEY. INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED ON 1X15 SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY. FOR WT11CH JASON H. PINNETl PROFESSIONAL SURVEYORC.B.S. - CONCRETE BLOCK STRUCTURE P . PLAT MEASUREMENT ..-, _cC .n �,...., .... _.- k_>> < r ,V. THE SUBJECT PROPERTY IS LOCATED W. 5) UNLESS OTHERWISE NOTED. FlE1D MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. LICENSE NO. S]34 STATE Or CLF. - CHOW LINK FENCE P.B. .PLAT BOON '�i 6) FLEVATIONS SHOWN HEREON ARE BASED ON THE NOVO '88, UNLESS OTHERWISE NOTED. C.O. - CLEAN OUT P.E. -POOL EWIPMENT 0 7) UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 8) FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 9) THIS DRAWING IS THE PROPERTY OF PINNE.L SURVEY. INC. AND SHALL NOT BE USED OR REPRODUCED, CWC. .CONCRETE P.B.C.R. .PALM BEACH COUNTY RECORDS WHOLE OR IN PMT WITHOUT WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY. INC. REVISIONS: OLP. - CONCRETE UGIT POLE TW. - TYPICAL 10) ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). D EEMEASUREMENT W.N. - WATER METER ��� � ��� 11) BEARINGS WE SHOWN HEREON ME BASED ON A BEARING . SOUTH 01'46'34" EAST ALONG THE WEST UNE OF THE TRANSPORT TIO OF SECTION 10, MAPTOMSHIPEC O SOUTH, RANGE 43 EAST PER FLORIDA DEPARTMENT OF TRANSPORTATION RICHT-OF-WAY NA�PTSv�ESCaTI�ONN]9]060-2510, SHEET 9 OF 51. REVISION DAIS CHECKED BY E.S. - CTRIC SERVICE P.P. - POWER POLE GRAPHIC SCALE 12) THE COORDINATES SHOW AS THUS a 17-1-1 e(E) ME IN U.S. SURVEY FEET AND ME RELATIVE TO THE FLORIDA ELEV. VATON A/C - AW COHDITIWING UNIT STATE PLANE COORDINATE SYSTEM BASED ON THE TRANSVERSE MMCATOR PRO.ECTION, EAST ZONE. NORTH F.P.L ORIDA POWER h LIGHT o/e OFFSET JAN 3 AMERICAN DATUM W 1983/1990 (NAD 87/90). 13) GPS OBSRVATON UTILIZING LOCA 1200 GPS UNIT REFERENCED TO HORIZONTAL STATION 'BOLA' WAS USED IN C.V. - GATE VALVE - FIRE HYDRANT ���/♦: U ESTABLISHING THE BEARINGS COORDINATES AND THE VERTICAL DATUM (NAVE) '88) AS SHOWN HEREON. 14) BY GRAPHIC PLOTTING ONLY. THE PROPERTY SHOWN HEREON IS LOCATED NT IN FLOW ZONE AVE' WITH A LP. UGHT POLE 'II+ - UTIUTY POE ( IN FEET) BASE FLOW EiFVATIW OF 10 FEET MD FLOOD ZONE 'K' WITH NO BASE ROOD ELEVATION DETERMINED, AS p Tni^/p _ T inch - 20 It SHOWN ON F.I.R.M. W MM 125109 -LINE CO, BEARING A MAP REVISION DATE OF 10/05/17. 15) THIS MEAN HIGH WATER SUAVE'( UNE COMPLIES N11H CHANTER 177. PMT II. FLORIDA STATUTES* / - SPOT ELEVATION �� UU�I 11 Stream, eam,F� 16) DAIE FIELDWORK PERFORMED: 10/29/19 (FIELD 800 604, PAGE 40) PROJECT NAME: LAVIGNE JOB NO.: 79-2207 !" 1]) DRANK BY: J.H.P. h O.D.I. CHEOtED BY: J.N.P.