Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
10 08 2021 Agenda with back-up
O r, Ln a)4-4 3 N _ zaa FCu N H H O rd a Pa o H3C7 U1ort� ��� 41 4 G4 H H U] W a+ 5 E _ E m (d •H E M O �4 -H -rA �4 W 4 �4 4-) H FC b U U N (1) U) 3 �+ (1) 41 �4 (N a) m O �i 41 U A-) P� P4 v 04 E rd 04 a) O z R a) H (d U) 44 J-) m U) Gi 41 (d u H N O O I~ � 3 0 O N r 3 0 0 41 �4 -r-1 rl 0 a J--) �4 rd 0 a 41 H °o 41 3 U) 4-4 �4 .0 >1 � 3 ° _i a) 4-43 Q) 44 3 -� O O �j (d r-1 4-4 04 N U) a) R •� 0 N A 0 N S~ H O 4-) U H ri 1 ,: 41 •r-I 44 -H rl o CD 41 U O (d H E> O ro m > rl 3 > H W o H � a) H bl N ' : � >, �4 N >1 �4 N o x o o cn a� .Q -ri a) W i7 rn A w W,u I~ ro 3 b 3 a rn N(db -141Ha)0 4-4 M 3 rd�HHQ)O rd 4-) 4 M E 1 O Ul (d O (d FC � (d N r-iO4 4j r-I a 44 H o 4j r q�zx N H > o r�rl�, � -Hu 3 -r-' 4 aE4Jbd � rd � Oa� FC U p 04 0 4 4J M�� Mo x N O � L�4 44 rl U CV CD CD OO 9 A O I d1 H to -r r I E hLonxO r-1 rnrnrnCD"' ' �' rt It 00 i OO v a) rd •Hj U - ON � k Ln 44 ON � Lr) �4 . oU k 0 (d M 4j 4j 4 >i �4 d rd rd m •• Hu 4 �4 a) 4.) d ad d M O 4.) (d a) rd M O 4-) (d� h C W O 04 rn 0 O a O O �4 �4 U z�rI U H rd U Ua) r )H 1 rd -H 440 1-144 rrd HO N (d o 04J rd 4.I O M M H H 4.) 0 r1 HE � Ord N N N N cs, �-4� H (d 04 ON u W 4-4 O o o o O O U) (1 ai R1 0 - .0 o (d 04 HA O 0 41 W O m O N N rd N N N N W a)� U U O rN U O O x N N N X H v-r rO -r rO a O z a) , . (d , O (N W O Q W U U 0 U 4 -0 � bn -N > ,� -N H U S~ b) O N 3 IM N O H N O O -H a) _ ro S >~ O r, 0 O U ?� r 1 H N H H H H N 4� 4J 44 J 1 L7 U r-I c+1 _ 11 a) U a !rl O Q) to FC a rl � I � l - r I 0 O rd (d rd O (d U) � >, � 1 E 1 rd E � 41 (d rd pq z ,� r 4' � � �' � 1 � 1 >1 � H O U s~ O r1 . r1 r-I 4 H (d 04 � H ri Q) H H 41 E O O r-i � � rl O a) a) a) A a) Q a) A a) A � � rd H m 4-4 -H r1 > U s~ a) cn r 1 O r-1 a) -r-1 a) N 0 r° N rd s~ W W H N a) > E ?� H a h Q H x Q)� Q � u� °�° a Q � o ° > 3 o a ° o u 3 o a o cUn q �, 3 > � � o 41 r� La H rd 41 41 41 �4 U Q �4 (d U) rd rd a) a) ro a) m O a) U) �4 O 4 -1 H a) a) a) U) E rd H O z a) q h 0 r� rd FC 41 rd (d a) � 'r1 U �4 �443 O -0 O H � � 0 a O FC -1 Ul a) � U x rd r, .ri 44 U) a rd A FG GQ FC (d FC W FC rd z z u q O (d rn U) v O U M '11 H U -H E rl 04 H L7 H 41 a) u a) R W H N H �, a) �+ U a) � 04 W W N Fri O H TS -1 $ O A' H N M d U-)l0 q FC FC H N M z W O a r-1 a) H � rrl 0 M E A 00 �z w u F: 04 a Faa G u° U P� H � O O W �D x W H ?+ u 0 H O W x • p H H H H H u R; P G4 M H H H H > > > > m trJ N Jy O x H CZ m ;d 3 O �P 'o K H r m O �ztijro a nm nzrz (D =J Cr Cam', Z :, H H tIJ P e ro `d x H F-3 O u !d L=J H z n rt �l �J O ;d O W xd x x�d tlj p aH 41ax�r�r�do (n t1i � U] H ' d (D M LQ P) 'TJ H x H H H z Fi CD ID, HOxHF3t-'OO 1-0 Cn N t� H ;71 Cn H "C (D � U) H Q O O N- H x (Y) H�> n m tj 3 rct F- H �d C) O Fl . O 0 CotIJ H� W Z Z d F- H d O Ul O OH Fl ( lid x O J O R(D �d C H �' H (D C Co �ZC H O H O m at d H c t J H M H �d cat d 'ad F3 i H (n i x d H z tiJ r- n�� H P) Fi Q O H L=J O O H O DZ di O ro O. H u O¢ K LtlJ cn d L] d m 'rib J� ro t7 m ro �j t) Q '=J W L=J U] H OF �H (Da �TJ O� H 3 Z O troll d in t�IJ LLIJ ttij O H H C m t7 H 0 Z H b x O � W Z� td rt C " H 1 t7 H Oddd ° �roC) F ' m n H x�'�>n (D O ro '=J t7 H tlJ O H H x Z U] 0 H G1 [ H z t=j H (Q O (n O x H F t7 H Z 'zJ 0 O U] ro tT] nJ t7 U) H [J O tIJ F_ 'rod y ((DD �d :4 �> IH U H a H L� H � ° GZ1 rt til x W z° H x X � cn N t7 ;tm w Fr d FIJ ° x d ° Fl c z N D) z Q H 5C t7 C1 bd N '-d FJ ro N N 'TJ >1 0) (-n iA w N H H F� p (ten r C1 'IJ PL) �S r- tD' W rn (D a C1 r t J 0 Q Q :2i Q C) (D PJ r- 0 . . . . . (D rt (D A) W rd Pj c-r rt Ft �J (D (D (D H' ID ct p, rt r- P) r (D PJ � 3 'T1 CA t7 z O � r- Cl Fi rt W ro fD � rt (D Fi F-' � r- � r• Ft r- C O r r- r 0� �l w Fl CD t3' w �j (D 0 O C 0 rt n O :� x O (D 3'-< rt LQ (D Ft (D (D r n K (D (D O LQ td (D r- O (D (1) Fi ¢1 I- () N FJ � r � � tY t) FJ (D � M � Ft C., (Dn O (D �d p W N N t j C (D (D ri �y Q Ft a Fj (D F j (D lD � its � (D P) 10N N N N r (D H Fj co ri) C) N _l H H Ou r(D D � CD N N N A 0') 00 PJ Y M ' O N N O C) (D O N (D NJ N N N O N N CD td w � ° ¢) O N O O N a N ro (D 1_0 Ct N H H~ ~' (D � (D rt 00 rt rt ` � �l N m P- LQ a N F1� .. W 00 00 w rt ¢) P) r m �j o w w ct Fr Ft N o (D ((DD 00 � � F' Fj �l O O 00 •. 00 00 .• LQ rt t:7, .. W .. .. W W (D 3 W O W W O tb o rj 3 O 0 0 O N FFl a O N N H H M N W M 0 ti C1 C rt N (D O O O LQ n m N cat H O �j n a W O Q P. (D `t 'C (D W ~ b U] to O rr r Fd LQ P £ rn Fit r w n Q rn r LQ cn PL) N cn n F . rt rt a ' LQ A 1--' (D O W ' d o ran z m N r C Fl- F- ((DD LQ rn N rt (D rt w C-t LQ ct o � (D (DtrOw �� ~' �� N r� ° E m o rt ° n o r O Pi n Cr ( o (D w (D Fj n Fr rt c Fl- w rt CT r � O (D (D( a a (7) M z t7 n O z H H z c m t1 MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN COMMISSION, OF THE TOWN OF GULF STREAM ON FRIDAY, SEPTEMBER 10, 2021, AT 4:00 P.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order Vice Mayor Stanley called the meeting to order at 4:00 P.M. II. Pledge of Allegiance Vice Mayor Stanley led the Pledge of Allegiance. III. Roll Call Present and Participating: Thomas W. Stanley Vice Mayor Joan K. Orthwein Commissioner Donna S. White Commissioner Also Present & Participating: Absent w/Notice IV. Minutes Gregory Dunham Edward Nazzaro Edward Allen Rita Taylor Scott W. Morgan Paul A. Lyons Town Manager Asst. Town Attorney Chief of Police Town Clerk Mayor Commissioner A. Regular Meeting of August 13, 2021 Commissioner Orthwein made a motion to approve the minutes of the August 13, 2021, meeting. The motion was seconded by Commissioner White with all voting AYE at roll call. B. Reconsider Amendments of July 9, 2021 Commissioner Orthwein made a motion to approve the original minutes of the July 9, 2021, meeting stating 11 million was correct and no need for an amendment. Commissioner White seconded the motion with all voting AYE at roll call. V. Additions, withdrawals, deferrals, arrangement of agenda items Town Manager Dunham asked to add an additional item under the Town Manager's Reports: 6. Re: Place au Soleil. VI. Announcements. A. Regular Meetings and Public Hearings 1. September 10, 2021, at 5:01 P.M. (Tentative Budget) 2. September 22, 2021, at 5:01 P.M. (Final Budget) 3. October 8, 2021, at 9:00 A.M. 4. November 12, 2021, at 9:00 A.M. 5. December 10, 2021, at 9:00 A.M. Vice Mayor Stanley called attention to the dates. VII. TOWN COMMISSION, SITTING AS THE BOARD OF ADJUSTMENT A. Appeal of decision from the Architectural Review and Planning Board. Vice Mayor Stanley asked the Commissioners if there had been any ex parte communication regarding this property to which they Minutes of Town Commission Regular Meeting & Public Hearing Held September 10, 2021 @ 4:00 P.M. answered in the negative. Town Clerk Taylor gave the oath to Mr. Chip Conklin, Water Supervisor, Anthony Beltran, and Town Manager, Greg Dunham. Assistant Town Attorney Nazzaro explained that the contractor had done work before obtaining Town approval and on February 25, 2021, the ARPB approved a plan presented by Bob Glynn, from Delray Gardens, as the agent for Mr. Conklin, and included a 25' tall Sea Grape Tree to replace one that the Town believed had been removed by Mr. Conklin or the landscapers. He added that Mr. Conklin believed the tree had been removed by the previous owner, Mr. Dye. After receiving the approval in February, Mr. Conklin wanted to modify the plan and remove the Sea Grape Tree and that request was denied by the ARPB thus bringing Mr. Conklin before the Board of Adjustment. Assistant Town Attorney Nazzaro stated that in order for the appeal to be granted, Mr. Conklin must prove that the ARPB, acting as the final review authority, either acted in a manner inconsistent with the provisions of the Town Code or other applicable local, state or federal law, made erroneous findings of fact based on the evidence and testimony placed before the final review authority at a public hearing, or failed to fully consider mitigating measures or revisions offered by the applicant that would have brought the proposed project into compliance with the applicable regulations. 1. Addition of a 25' tall Sea Grape Tree to landscape design at 3247 Polo Drive. Mr. Chip Conklin stated that when they purchased the property it was in disrepair and needed a lot of work. He added that the landscapers and arborists had taken out mostly dead shrubs when cleaning the property. Mr. Conklin proceeded to explain that when they were submitting plans that Town Manager Dunham had told him a tree had been taken down and needed to be replaced. Mr. Conklin expressed that he was not aware of there being a tree there and when he spoke to Mr. Glynn and the arborist about this, they told him that there was no tree. He added that since the property was stripped at this point, they wanted to get plans in as soon as possible, so they put the tree on the plans, and they were approved. Mr. Conklin explained that after that meeting, he decided to do some research and looked for photos on Google and Zillow to see if there was indeed a tree. He referred to photos from Zillow that were taken in March of 2017 showing that the tree hedge was a certain height and then he referred to Zillow photos from December of 2017 stating that the tree had been modified and was significantly shorter, so he believed that showed that some work had been done. Mr. Conklin then stated that he was coming before the Adjustment Board after being denied at the last ARPB meeting when he had asked to modify his plan and not replace the tree. He added that there was an attractive hedge in place now and that it would bastardize the property if he had to take the hedge out and replace it with a tree. Mr. Conklin stated that he had been told that a representative from the Town had driven by the property when the tree was being taken down and had taken photos. He 2 Minutes of Town Commission Regular Meeting & Public Hearing Held September 10, 2021 @ 4:00 P.M. added that he had requested to see those photos but had never seen them. Mr. Conklin then stated that if someone could show him photos of a 25- 30' tree being taken down then he would stand corrected, but he stood by the photos from 2017 showing the difference in height of the hedge and that it had changed dramatically. Assistant Town Attorney Nazzaro referred to a picture from Zillow showing a mature Gumbo Limbo tree next to a Sea Grape tree, not a 40' hedge. He then proceeded to read from the Town Code the definition of a tree. Mr. Nazzaro referred to the pictures taken by the Town's Public Works Director, Anthony Beltran, and explained that Mr. Beltran drives every street in the Core between 8:00 and 8:30 every morning and is familiar with the landscaping and would know exactly when work was being done on a property. Mr. Nazzaro noted that the photos were taken at 1:56 p.m. on January 14, 2021, and showed a 40' tree having been cut down to approximately 101, which was significantly shorter than the Gumbo Limbo tree next to it and why the ARPB felt it was appropriate for it to be replaced. Commissioner Orthwein stated that she drives by this property every day and she was positive that the Dye's did not take out the tree because after Mr. Dye passed, she walked around the property and it was all overgrown. She added that she wasn't sure if it was the property owner right after the Dye's or Mr. Conklin, but she was positive that one day it was there and then it was gone but she couldn't recall the exact date. Commissioner Orthwein stated that she assumed it was going to be replaced as it was older landscaping. Mr. Beltran stated that when he drove by the property the morning of January 14, 2021, the tree was there and when he drove by after lunch it was gone. Town Manager Dunham reiterated the date of January 14, 2021, that the tree was cut down without approval from the Town and he had called the landscapers to ask what day that had begun work at that property, to which they had given him the date of January 14, 2021. Mr. Conklin referred to the 2017 photos again and brought up the differences and then referred to the photos that Mr. Beltran had taken and stated that the stump had been cut back because the arborist told him they had cut it back because part of it was dead. He added they were wanting to grow a hedge that was full and then you wouldn't see the stump and the hedge would be more attractive as time went by. Mr. Conklin then stated that his landscaper and arborist swore to him that they did not take the tree down, but they cut six feet of the base down so it would be below hedge level and be more manageable. Mr. Conklin then stated that they were guilty of cutting back a hedge, but he did not feel he should be responsible for putting back a 25, tree that he did not take down. Vice Mayor Stanley stated that what he was gleaning from the conversation was whether this was a hedge, or a tree, and the Town's position was that it was a tree, as defined by the Town Code. Commissioner Orthwein stated that it may not have to be replaced by a 25' sea grape, but something comparable that was mature and 3 Minutes of Town Commission Regular Meeting & Public Hearing Held September 10, 2021 @ 4:00 P.M. provided a canopy that was now missing. Commissioner White asked how tall the tree had been before the pictures of the cut stump, to which Mr. Conklin answered that he didn't know for sure but thought that it was twice the height that it was in the picture, and he was certain it was a hedge, not a tree, that was cut back. Commissioner White asked where the 25' number had come from to which Mr. Conklin deferred to Town Manager Dunham who stated that it definitely was a tree and not a hedge. Assistant Town Attorney Nazzaro stated that the 25' height had come from Mr. Glynn to which Mr. Conklin disagreed and stated that Mr. Glynn told him that the staff had said if a tree was not added to the plan, it would not be approved by the Town. Commissioner White stated that looking at the picture, the stump looked like a tree stump in diameter and not a hedge. Mr. Conklin then stated that yes, it had been a tree at one time, but had become an overgrown shrub. Commissioner Orthwein, sitting on The Board of Adjustment made a motion to deny the appeal by Mr. Conklin. Commissioner White seconded the motion with all voting AYE at roll call. The Board of Adjustment suggested that the applicant work with the staff to mitigate a solution that was acceptable for all parties. The meeting was adjourned at 5:00 p.m. so that the Tentative Budget Hearing that was scheduled for 5:01 p.m. could begin. Vice Mayor Stanley called the meeting back to order at 5:28 p.m. VIII. Communication from the Public (3 min. maximum) Mr. Bob Ganger, Town resident, commended the staff and Commissioners on their due diligence with the property at 3247 Polo Drive and he hoped something amiable could be worked out with Mr. Conklin that was fair, equitable and desirable for everyone. IX. Reports. A. Town Manager 1. Utility Undergrounding Town Manager Dunham stated that Comcast had called in locates and could now move forward and would hopefully be done mid - October and that they had already completed some wrecking. He added that FP&L wanted to put in the new streetlights mid -October and those had to be put in before they could take the old ones down. 2. Status of Check Valve Installation This item was skipped over unintentionally. 3. Status of RFQ Process to Choose Engineer for CIP Town Manager Dunham stated this was going to be published on September 19, 2021, and it was a two -to -three-month process. 4. Status of Water Meter Installation Town Manager Dunham stated there were six water meters left to be changed out and should be completed within the next week. 10 Minutes of Town Commission Regular Meeting & Public Hearing Held September 10, 2021 @ 4:00 P.M. 5. Status of Leaf Blowers Town Manager Dunham stated he was going to be contacting Mr. Shubin as well as other municipalities to see what the circumstances were regarding changing gas to electric and what impact it may have had on their contractors. He added that he hoped to have more information for the Commission at the October meeting. 6. Motorcycle/Scooter Sales outside of Place au Soleil Town Manager Dunham stated a Motorcycle/Scooter Sales Company had applied to the City of Delray Beach for a Zoning Text Amendment on Federal Highway just north of Gunther Volvo. He added that the staff had contacted Mr. Chet Snavely, who in turn did a quick survey with some of the residents of Place au Soleil, who were not going to be in favor. Mr. Dunham stated that he and Assistant Town Attorney had a conference call set for Wednesday, September 15, 2021, with the Planner for the City of Delray Beach to discuss. Vice Mayor Stanley asked if there were any site plans to which Mr. Nazzaro stated he wasn't sure where they were in the process, but our staff would work with them to not pass the text amendment, but if they did, then we would ask for decibel or displacement limit on what type of motorcycles could be sold. Town Manager Dunham added that it would just be sales and no servicing or maintenance. Vice Mayor Stanley asked about a timeline to which Mr. Nazarro stated the applicant had stopped in this week, thus the reason for the quick addition to the agenda and the staff would keep the Commission updated. B. Architectural Review & Planning Board 1. Meeting Dates a. September 23, 2021, at 8:30 A.M. b. October 28, 2021, at 8:30 A.M. c. November - TBD d. December - TBD Vice Mayor Stanley called attention to the dates. C. Finance Director 1. Financial Report for August 2021 Town Manager Dunham asked that the report be accepted as submitted and noted that the water bills from Delray Beach had decreased and he thought this was due to the newsletters that went out during the summer addressing the watering issues. D. Police Chief 1. Activity for August 2021 Chief Allen asked that the report be accepted as submitted. X. Items for Commission Action. Assistant Town Attorney Nazzaro explained that Ordinance No. 21/5 was being presented for consideration to address concerns over the design of single -story homes. He added that the Town Manager and Town 5 Minutes of Town Commission Regular Meeting & Public Hearing Held September 10, 2021 @ 4:00 P.M. Clerk had witnessed an unintended consequence of Ordinance 18/3, which removed all the discouraged criteria from the Town Code, being a reduction in design flexibility. Mr. Nazzaro stated that Ordinance 21/5 will restore the previously allowed heights for roof and roof features, entry features, and eaves of single -story homes and will have no impact on two-story homes. He then referred to drawings submitted by Mr. Cary Glickstein showing the differences. Mr. Glickstein stated that the drawings illustrated the benefits of increasing the entry feature, eave, and roof heights for one-story homes only, using common hip and gable roof types. The Commissioners were all in agreement of encouraging one- story homes and this would be a step in the right direction. A. Ordinances 1. Ordinance No. 21/5; AN ORDINANCE OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 70, GULF STREAM DESIGN MANUAL; ARTICLE V. AREAWIDE STANDARDS; DIVISION 1, GENERAL ARCHITECTURAL STANDARDS; SECTION 70- 100, ROOF AND EAVE HEIGHTS; TO ADJUST THE PREFERRED ENTRY FEATURE, EAVE, AND ROOF HEIGHTS FOR ONE STORY HOMES TO COMPORT WITH WHAT WAS PREVIOUSLY IN THE DISCOURAGED RANGE; PROVIDING FOR CODIFICATION; PROVIDING AN EFFECTIVE DATE OF SEPTEMBER 10, 2021 UPON FIRST READING. Commissioner Orthwein made a motion to approve the first reading of Ordinance No. 21/5. Commissioner White seconded the motion with all voting AYE at roll call. B. Items by Mayor & Commissioners There were none. XI. Adjournment. Vice Mayor Stanley adjourned the meeting at 5:42 P.M. Renee Basel Deputy Clerk R MINUTES OF THE PUBLIC HEARING HELD BY THE TOWN COMMISSION OF THE TOWN OF GULF STREAM ON FRIDAY, SEPTEMBER 10, 2021, AT 5:01 P.M. IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order Vice Mayor Stanley called the meeting to order at 5:01 P.M. II. Roll Call. Present and Participating: Thomas W. Stanley Vice Mayor Joan K. Orthwein Commissioner Donna S. White Commissioner Also Present & Gregory Dunham Town Manager Participating: Edward Nazzaro Asst. Town Attorney Edward Allen Police Chief Rita Taylor Town Clerk Absent w/Notice: Scott W. Morgan Mayor Paul A. Lyons, Jr. Commissioner III. Presentation of the Proposed Budget and Proposed Millage Rate for Fiscal Year 2021-2022 A. Explanation and discussion of Proposed Millage Rate as compared to the rolled back rate. Town Manager Dunham began by pointing out that the proposed millage rate is 3.6724, which is the 2022 rolled back rate, and the prior year (2021) millage rate was 3.7591. He called attention to other prior year millage rates as comparisons. He noted there had been a change in the amount of the total budget and asked CFO Tew to explain. CFO Tew explained the reason that the total budget changed from 11,104,053 to 7,251,311 was that construction for the CIP could not be accomplished in 2021-22, so that was taken out and will be moved to the 2022-23 fiscal budget year. Town Manager Dunham stated that at the request of Vice Mayor Stanley to enquire what other municipalities were doing regarding COLA increases, Deputy Clerk Basel had surveyed all the cities in Palm Beach County. Town Manager Dunham noted that the results of that survey were that Gulf Stream was exactly in the middle with ten cities being higher than Gulf Stream, twelve that were lower than Gulf Stream, eight cities who only gave merit increases that ranged from 1.50 to 60, one city that did no COLA because they only have two part-time employees, two cities who were still in the process and one city who was still in contract negotiations. B. Comment from the Commission and the public Commissioner White had a question regarding the General Fund Revenues regarding the Federal Grant for a quarter of a million dollars to which CFO Tew answered that was ARPA funds and that the Town would be receiving the first distribution in December and the next distribution would be in late 2022. Town Manager Dunham noted that it had to be designated for the Town's infrastructure and they would be putting that money into the CIP project. Commissioner White questioned why the Town Commission Budget Public Hearing Held On 9-10-2021 @ 5:01 P.M. amount was so large on the General Fund Expenses - Finance and Administrative - Contingency - Miscellaneous to which CFO Tew explained that it was monies rolled over from non -construction years to help with natural disasters, unforeseen circumstances, etc. and would roll into the fund balance at the end of the year if not used. Commissioner White noted that legal expenses were still over half a million to which Assistant Town Attorney Nazzaro explained there was still one case that was contingent and if the money was not used it would go into CFO Tew's "rainy day fund". IV. Adoption of the General Fund Tentative Millage Rate for Fiscal Year 2021-2022. Commissioner Orthwein made a motion to adopt the General Fund Tentative Millage Rate of 3.6724 for Fiscal Year 2021-2022. The motion was seconded by Commissioner White with all voting AYE at roll call. V. Adoption of the Tentative Budget for Fiscal Year 2021-2022. A. General Fund Commissioner Orthwein made a motion to recommend approval of the General Fund Tentative budget of $5,926,859 for Fiscal Year 2021- 2022. The motion was seconded by Commissioner White with all voting AYE at roll call. B. Enterprise Fund (Water) Commissioner Orthwein made a motion to recommend approval of the Enterprise Fund (Water) tentative budget of $1,224,452 for Fiscal Year 2021-2022. The motion was seconded by Commissioner White with all voting AYE at roll call. C. Penny Sales Tax Fund Commissioner Orthwein made a motion to recommend approval of the Penny Sales Tax Fund tentative budget of $100,000 for Fiscal Year 2021-2022. The motion was seconded by Commissioner White with all voting AYE at roll call. VI. Public Hearing Date for Final Adoption of Millage Rate & Budget. Vice Mayor Stanley stated the public hearing date for final adoption of the millage rate and budget would be September 22, 2021, at 5:01 P.M. Commissioner Orthwein made a motion to approve the date of September 22, 2021, for the final adoption of the millage rate and budget meeting. The motion was seconded by Commissioner White with all voting AYE at roll call. VII. Resolutions. A. No. 21-4; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE TENTATIVE LEVYING OF AD VALOREM TAXES FOR THE TOWN OF GULF STREAM GENERAL FUND FOR FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE OF SEPTEMBER 10, 2021. 2 Town Commission Budget Public Hearing Held On 9-10-2021 @ 5:01 P.M. Commissioner Orthwein made a motion to approve Resolution 21-4. Commissioner White seconded the motion with all voting AYE at roll call. B. No. 21-5; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE GENERAL FUND TENTATIVE BUDGET FOR THE TOWN OF GULF STREAM FOR THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE OF SEPTEMBER 10, 2021. Commissioner Orthwein made a motion to approve Resolution 20-5. Commissioner White seconded the motion with all voting AYE at roll call. C. No. 21-6; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE WATER FUND TENTATIVE BUDGET FOR THE TOWN OF GULF STREAM FOR THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE OF SEPTEMBER 10, 2021. Commissioner Orthwein made a motion to approve Resolution 20-6. Commissioner White seconded the motion with all voting AYE at roll call. D. No. 21-7; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY FLORIDA, ADOPTING THE PENNY SALES TAX FUND TENTATIVE BUDGET FOR THE TOWN OF GULF STREAM FOR THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE OF SEPTEMER 10, 2021. Commissioner Orthwein made a motion to approve Resolution 20-7. Commissioner White seconded the motion with all voting AYE at roll call. VIII. Adjournment. Vice Mayor Stanley adjourned the meeting at 5:27 P.M. Renee Basel Deputy Clerk 3 MINUTES OF THE PUBLIC HEARING HELD BY THE TOWN COMMISSION OF THE TOWN OF GULF STREAM ON TUESDAY, SEPTEMBER 22, 2021 AT 5:01 P.M. IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. Call to Order. Mayor Morgan called the meeting to order at 5:01 P.M. II. Roll Call. Present and Participating Also Present & Participating: Absent w/Notice Scott W. Morgan Thomas W. Stanley Joan K. Orthwein Donna S. White Gregory Dunham Edward Nazzaro Edward Allen Rita Taylor Paul A. Lyons Mayor Vice Mayor Commissioner Commissioner Town Manager Staff Attorney Police Chief Town Clerk Commissioner III. Consideration of Adopted Tentative Millage Rate and Adopted Tentative Budget for Fiscal Year 2021-2022 A. Explanation and discussion of Tentative Millage Rate as compared to the rolled back rate Town Manager Dunham started by thanking the Commission, on behalf of the Staff, for their support and went on to say how thankful the staff is to work for the Town of Gulf Stream. Mr. Dunham stated that the annual operating budget is a fiscal document and once adopted will become the fiscal work program for the Gulf Stream community. He added that the roll back rate would generate the same amount of ad valorem tax revenues as the previous year and the 2021-22 proposed roll back rate was 3.6724. B. Comment from the Commission and the public There was none. IV. Adoption of the General Fund FINAL MILLAGE RATE for Fiscal Year 2021-2022. Vice Mayor Stanley made a motion to adopt the final millage rate of 3.6724 for Fiscal Year 2021-2022. Commissioner Orthwein seconded the motion with all voting AYE at roll call. V. Adoption of the FINAL BUDGETS for Fiscal Year 2021-2022. A. General Fund Vice Mayor Stanley made a motion to adopt the General Fund Final Budget of $5,926,859 for Fiscal Year 2021-2022. Commissioner Orthwein seconded the motion with all voting AYE at roll call. B. Enterprise Fund (Water) Vice Mayor Stanley made a motion to adopt the Enterprise Fund (Water) Final Budget of $1,224,452 for Fiscal Year 2021-2022. Commissioner Orthwein seconded the motion with all voting AYE at roll call. C. Penny Sales Tax Fund Town Commission Budget Public Hearing Held On 9-22-2021 @ 5:01 P.M. Vice Mayor Stanley made a motion to adopt the Penny Sales Tax Fund Final Budget of $100,000 for Fiscal Year 2021-2022. Commissioner Orthwein seconded the motion with all voting AYE at roll call. VI. Resolutions. A. No. 21-08; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE FINAL LEVYING OF AD VALOREM TAXES FOR THE TOWN OF GULF STREAM GENERAL FUND FOR FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE. Vice Mayor Stanley made a motion to adopt Resolution No. 21- 08. Commissioner White seconded the motion with all voting AYE at roll call. B. No. 21-09; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE GENERAL FUND FINAL BUDGET FOR THE TOWN OF GULF STREAM FOR THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE. Commissioner Orthwein made a motion to adopt Resolution No. 21-09. Commissioner White seconded the motion with all voting AYE at roll call. C. No. 21-10; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE WATER FUND FINAL BUDGET FOR THE TOWN OF GULF STREAM FOR THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE. Commissioner Orthwein made a motion to adopt Resolution No. 21-10. Commissioner White seconded the motion with all voting AYE at roll call. D. No. 21-11; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE PENNY SALES TAX FUND FINAL BUDGET FOR THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2021, AND ENDING ON SEPTEMBER 30, 2022; PROVIDING FOR AN EFFECTIVE DATE. Commissioner Orthwein made a motion to adopt Resolution No. 21-11. Vice Mayor Stanley seconded the motion with all voting AYE at roll call. VII. Adjournment Mayor Morgan adjourned the meeting at 5:14 P.M. Renee Basel Deputy Clerk I (1) E 'o 41 Q by cz.� °"3 �i 0 � bJO m m cl, � O btJ v14 G 00 bO o� U �� o� t Q o r [-i z cn U O to 4; a) O v O cz 0 •� •� 3 � c w b.0 4-1 3(z �w O O d U H u Un" ¢ 1.0 U F O m Lr) v aj _ cu eq �r� v 00 o v Q Lr) O ea 'CS CA v U SZ, a� 4-1 U v a� W bjJ 75 bD U V X W n u Un Un 0 0 .° 1 -111 UU o v-1� 3 .1 b4 4- cn E4-1 V � � p cz v 4" O oa� to 4-1 U v O w O w 4.1 ° o _ 4-' 7� bU (z c O v +4- cz 0 o • tw o Z N �- ~ CD O CD CD rDD n CD O O O Q. O C cn CU Cp' CAD �*' O Q• �7' � frtD fp 'O N � cn O X `t:; ¢ CD CD m CD O `+ rt C9 � n � ul S CD CD E a� L c cu o a U '0 cv �It '0 It O 0 Q c �rJ O c C Q O to � CO m o YEgo a >Ecy Q Q O m L C _ 0IL IL a) 0 O Q p 6 m >, U. F- c C 0 O. C w CL O E€ a to cJq c mQ3� � � 0 O i w 2 D Q -o 0) 2 m U. U. 0 >. a CCL:)m O z c z 0 Eoam_ O F' Q omE� O O r O U > m J m0)m� Q � � U. l0 >1 O [L �LL �cm a O O y `a CL �sE� L i - 0 B O Q z 0 B O ti z J Q t1J z C9 Qi Q k-I >-- 3 Z 2 i ` J &j � J v\j v X-� v, ci iI� p .CO �L m �J »- CD OQ U U CL U J U Q- a o- a IL 7 N Q Q C6. Q V Q I �— 9 E� oct° 4+ O J CO U) Q >°-'`� p g� c o �z O > o o O m ti U)Q ca G J c a) L J c 0 tL CL 0 z OO L U U 0LL 1� c 4) c O 0 ^ 0 W O ® E m +� co o O m O 0 Q �w i U cn Q Fz-N O R E U) v m z X°` -o f C� a� E a- CD CD z o o rn ai Cl. y a o m a) vi Z _ z ai 0 � `� m x (1) e 0 m a) O ti m w cn p m? lL m a Q o a cn 1 E a z Q 0 d 0� to O a; m € N l4 = �C Q O o o a) = 3 O 3 c C C a� c 0) C 0) N CD cA v 3 o 0 0 a Q Q Q Q c' `0�ofl co Q 0) �i co �- O N M Q c N (7 V C) L- Q O a) O�BUI� c a) E 0 �o 0 O O N c 0 a' U a) J� a� U C Q)ro 1�J d 0 a Z tt�z f 0 ) Z } � CI. " O c a o o o U m cu X N CL U O O Q c 0 VCl) CD ui CL ct0i c cu - a m a ' r 0) 0 F— U N °Q M to 0 a mt o N E _ U Q 'o c)7 0 U = N Q o V m (D C _ alp c d 3 C N O O N Q Q }� z Z Q - C n X LU a) 0 N W Q c cD N a� U O 0 u? fC O 0) C (D 0- a) N D c a x LU I' n Nt Q m =' 3 O C O CID E N O (Q O a ai 3 mco 0 0 �- cu Z > cm 0C 3m UE 0) nZ O. U C °cc 0 ° } O � c o O C N CO O Z Q U) a} 0 o o Q E c ° as O O 0) C p CO _ w p O y O t0 O N N Q ^ U~ U O w cc 0 N 0-0 J .- a > N o o Q m o 0m ° a� c) 0° (Do Q E� o �v �o a: a -_ ° 0 0 0 0 tD �D C O U (D U O C O O O O O i { ,NCO Q C,� ?� N �) 0 : cD ? 0 0 c C, cm ai m �� EE t`9t6E mS as 0v �m �� U) L� °' ro G. m� m m Z v�i I vi o ° N oa 0a a1 c � c U c ° p L) 3 c oL air a o U o c "m L o > cD c e0 0 0 �_- 0° C L N> p (�• O U U op 3 0 �t U.3 m o O o a ro Q� a c:0 0 a°i ym� 0 3 Z 0 0 �-C t- CL o N° N O 0 0 1 W E �_ $ .� O a) 0 t0 O 0! O M O'C— 6 to tD -0 U 'O a) a 0 -C CO O N ch Q Q �m Q Q Q Q O Z C O a°�i x� W U E O O a- U U0 M.n o m E aQa cD N Do �w U C O O U a0 .r- (n N a) a) } O - N Q 0 Fj Lo Q �i v C.� 0 co C) 0 0 N C7 Q p Q 0 LL sa 0 a a Q �� J o ` c a m c z �� a ) m C D \ a ) 3 L �� v n o O L ��a a a ) v L � V O o v c ( 0 L U c �� �� Z N N ` t v 1 N C b Q N o ` �� Q a O Q ���% a ) C L O ` ��\ > W O ' d a 4 ) O U z C Q N o 0 ��1 \ m ��, . 3 ? z 2 y c a ) o L l L o c ) N = E p �� M } C - - � a r c N m N O t o _ C l . U c c p a ) v U X O O L d 2 3 o W = � O N C r j L L I L L I W W I q W v O J C l I Q �� U �� o c u ) a �� o - - E o ) o � a a ) � a L 3 a ) c E m O A V J . L O c ( D C O p 3 0 U ) c a a ) L a m . L ` - 0 ) r a � > � � o E c � � �� O 0 O 4 1 _ 0 0 > O N t M c a ) Q O N " O p p Q @ o - 0 o E ` - ' . c a > c o a L d m Q Q ) w L L O p U > o L t ' c m m C D U a ) a a n E U ) " = , n o � c n c c o ) c m E a O O t D ) ( 1 ) Y - [ L N O t 0 m n - ( ) Q ( 1 ) O Z c a c c o N 4 - o - � a > a ) + O w ' a ) L c �� m c a v O i o 0 a E U a ) a ) v 0 E t o a ) � - N c a ) 0 Q d 1 w a 0 U - - i c n c n = o � W U E v C L L L a W Z L j > Q ( n j �� ] rna X.= c C iQ N� o N L O U c X Q CD � C � oa� >a�� ? o aoi�o o Co Q t U D E E O N Z 0 a 0 LL Z a Z 0 a 0 Q a c ° co °c 1 CO o Qo oFz a7 ° U U Ol ae� N IN, J R LLI f >Cf c3, u 0 GENERAL NOTES THE ARCHITECT AND NO AUTHORIZED REPREBEHTATIVEO MID AGENTS SHALL HAVE ACCE66 TO AND BE PERMITTED TO INSPECT ALL WOW, MATERIALS AND OTHER RELEVANT DATA MID RECORDS WEREVER THEY AE IN PREPARATION AND PROGRESS. WffN REQUESTED, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF THE AFORE'ENTIQ.ED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EX PIDITIOUBLY COORDINATE ALL PHASES OF THE WORK TO OBTAIN THE END RESULT WITHIN THE FULL PURPOSE AND IN TENT OF THE DRAWNG6 FOR THE PROJECT. MIT DISCREPANCIES N THE CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE B RPUGW TO THE ARCHITECT'S / CONTRACTORS ATTENTION FPoOR TO COMMENCEMENT OF WORK OR CONSTRUCTION, Bo THAT CORRECTIVE MEASURED MAY BE TAKENL ANY LI FOIESEEH CONDITIONS M FIELD AFFECTING THE DESIGN CONCEPT CF THE WILDING, OR THAT ARE IN CONFLICT WITH TIE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATMENTION ALL CONSTR CTI SHALL BE IN ACCORDANCE WITH THE FLORIDA BIR.DROi CODE 7070MIT ICN AND ALL APPLICABLE NATIONAL, STATE, MID LOCAL RLES REGUL.ATIONB AND ORDINA4CE8. ALL WORK DONNE UNDER THE SUPERVISION OF THE GENERA. CONTRACTOR IS TO BE DOE IN A FEAT AND WORQlANLBCE MARAER THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMEMIONS AND CONDITIONS IN THE FIELD, AND SHALL COORDINATE WORK OR CONSTRICTION BETWEEN TRADES. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT SIX (6) PRINTS O DETAIL SHOP ORAWIYB OF ALL APPLICABLE CONBT I=10H SUCH DRAWINGS SMALL SHOW THE DESIGN, DIMENSIONS, COAECTIONS AND OTHER DETAILS NECESSARY TO INSANE THAT THEY ACCURATELY INTERPRET THE DRAWIN6. THE CONTRACTOR WILL FETAN RESPONSIBILITY FOR RIRSSHMG THE MATERIALS. APPARATUS, DEVICES, ETC O PROPER DIMENBIQJ, SIZE, GUARMY. AND (iNLITY AS SHOWN ON THE DRAWIGB, AN THE REBPONWBILI77 FOR ANY ERRORS OF THE SHIP DFI AWNGB. ALLOW TWO WEEKS FOR RENEW TIME PROVIDE 3-0• IBATT SOUND INSULATION AT INTERIOR WALLS - BATRWOM, BEDROOMS, LANDRY ROOMS ETC,- VERIFY W/ OIAER ON INTERIOR WALLS TO RECEIVE (U ADDITIONAL LAYER O N' SOUND BOARD - 440 HOMASOM OR EQUAL THE DRAWINGS ARE NOT EMENDED TO SHOW EVERT MINOR DETAIL OF CONSTRICTION THE CONTRACTOR 18 EIQ'ECTED TO HTRNI814 ALL ITEMFOR A COMPLETE ELECTRICN., MECHANICAL, PLUMBING AMP TELEPHONE SYSTEM AND MEET ALL RECUIREME NTS NECESSARY FOR EC UIP4ENT TO BE RACED IN FIBER UGRQNY ORDER IN CONFORMANCE WITH LOCAL STANDARDS AND APPLICABLE CODES HAVING JURISDICTION DIMENSIONS INDICATED ON THE PLANS ARE FROM FACE O FINISH WALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO BEGINNING WORK USE FIGURED DM ONLY. DO NOT SCALE DRAWKd DO NOT DEVIATE FROM THE WRITTEN DILL MOTE THAN Y WITHOUT WRITTEN PEFHIMISSION FROM THE ARCHITECT . DEVIATION 10 NOT PERMITTED IDERE •CLEAR' OR 'HOLD' DIMENSIONS APE INDICATED NOTIFY ANbCWTMOT OF ANY DRMENISIONAL DISCEPANCIES N THE PLANS OR SPECS. THE INTERPFETATION O DRAWINGS, SPECIFICATIONS, OR OTHER BIDDING DOCPENTS SHALL NOT BE MADE VERBALLY TO THE BIDDER IF THE BIDDER 0 IN DOUBT AS TO THE MEA4IG O ANY DISCREPANCIES OR CMiiCT HERE IN THE BIDDER SHALL TELEPHONE OR SUBMIT IN WRITING TO THE ARCHITECT A REQUEST FOR MTER'FETATIOI N THE EVENT THAT THE BDDER 16 DEMANDED TO HAVE ESTIMATED, THEN THE MOST 00-ENONE WAY OF PERFORING THE WORK SHALL. TAKE PTECFDBNCE. THESE DOCUMENTS, AS NSTRMENTS O SERVICE, ARE THE PROPERTY O THE ARCHITECT AND MAT NOT BE USED OR REPRODUCED WITHOUT EX PRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS O ALL 6Y6MMI8 60 THAT THEY ARE COMPLETE AND FULLY FUNCTIONING (EXCEPT AS NOTED HEREIN). DO NOT SCALE THE DRAWINGS. ALL AREA CALCULATIONS ARE APPROXIMATE FIELD VERIFY ALL DIMENBIONS. ALL INTERIOR FINISHES TO BE SUPPLIED BY CONRACTOR AND APPROVED BY OWNER UNO- THE CONTRACTOR SHALL PROVIDE THE OWNER/ ARCHITECT WITH A ROW SCHEDULE AND ANY ANTICIPATED CHANGES THAT MAT OCCUR M IT. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNEWARCHITECT FOR THE ACTS AND OMISSIONS O RB COMPLETION OF THE WORK NO SUBSTITUTIONS SHALL BE MADE WM40UT UURTTENN APPROVAL OF THE ARCHITECT. DETAILS MARKED AS TYPICAL APPLY TO SIMILAR CONDITIONS MCLUONG CONDITIONS NOT MARKED AS SIMILAR UNO. TYPICAL DETAILS NOT SHOWN BUT NECESSARY FOR CONFORMANCE WITH APPLICATION. PROVIDE A UEATHER-FESISTNE BARREN AT ALL OFENIGS AND PENETRATIONS O THE BULDIG QNVELOFE IUAMR'RCOO ALL UFITEIR-EkP00ED SURFACES AND INSTALL ALL THERMAL BARRIERS AS TO FORM A COMPLETE INNSULATMG BLA447 AROUND THE HEATED AREAS O THE BUILDMC. INSULATE ALL HEAT - BEARING PIPES. DUCTS. OR OTHER flMURES THAT PENETRATE THE INSULATED BLANKET. INSTALL ALL OTHER WATER PIPES M A MAKER TO PREVENT FREM N-_ (NOTE, ALL PIPES TO BE ANCHORED TO UNDERSIDE O STRUCTURAL SLAB 4 HAVE CONY. BLEEVINY / PROTECTION THRGYiNOUT UDERSROUNID). ALL WOOD M 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 IS OL OOPFER OR SIMILAR MATERAL TO ROOFING SYSTEM PROVIDE FIRE STOPPING AT ROOF, WALL$, AD CEILING AS REQUIRED. ELEVATIONS ARE TAKEN FROM AN ASSUMED DATUM O 0'-0- TOP O CONCRETE SLAB. (Sm' NAV O. FOR GROUND LEVEL) THERE PLANS AS DRAIN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQUtREMFMe OF THE FLORIDA MODEL ENERGY CODE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE M ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTFA - MOTE ALL CEILIG PENETRATIONS - LIGHTS, VENTS, ETC, TO BE SEALED • EDGES AS PER FLORIOA BUILDING CODE 7OJ0 EDITION. ALL CBS EXTERIOR DLOCK WALLS TO RECEIVE 'COREFILL 800' BY TAILORED FOAM O FLORIDA 4 APPROVED R-V (MI.) INSULATION, WOOD STUD, [METAL STUDS) WALLS TO RECEIVE R-II GATT. R-B FOR 6' AND B' WALLS INSULATION (NOTE. ROOF TO BE 'CLOSED SYSTEM' USING BLOWN ON R-30 'ICTih3NE• INSULATION BY 'GALE INSULATION' OR EGIAL TO THE UNDERSIDE OF ROOF DECK (TYP). NOTE. ALL 'ICYNENE FO0V TO BE PROTECTED WITH DC-315 COATING AS PER MA IPACNFRE'e SPECIFICATION& 4 THE FLORIDA BUILDING CODE 7070, THERMAL BAFFLER - IF EQUIPMENT 18 INSTALLED IN ATTIC SPACE - INSTALL PVC PLASTER STOM AIOLUD PERIMETER O ALL AREAS WHERE PLASTER ABUTS OTHER MATERIAL STOPS SHALL BE CAREFULLY MITERED AT CORERS. ALL EXTERIOR CORERS AND WINDOW AND DOOR OF"W TO RECEIVE PVC CORNER BEADS ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRUCTION HANDBOOK, LATEST EDITION i=I� t DO NOT SCALE DFRAWN981 7. FIELD VERFT ALL DIMENOIOHSI 3. CONTRACTOR TO V'ERFY ALL O(ISTRHG CONDITIONS, AND NOTIFY ARCHITECT IF ANY DISCREPANCY W DRAWNG& (BEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. T1415 DRAWING IS NOT FOR CONSTRICTION, R NAS BEEN ISRED FOR GOVERdiF AL REVIEW AND/OR PRELIMINARY PRICING SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL PALM BEACH COUNTY, FL APPLICABLE CODES OCCUPANCY CLASSIFICATION 2020 FLORIDA BUILDING CODE GROUP R3 — SINGLE FAMILY 2020 FLORIDA PLUMBING CODE 2020 FLORIDA ELECTRICAL CODE TYPE OF CONSTRUCTION 2020 FLORIDA MECHANICAL CODE TYPE VB UNPROTECTED / UNSPRINKLERED SHEET SCHEDULE SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE SHEET NO. SHEER TITLE SURVEY SCALE= 1' . 10'-O' LANDSCAPE ARCHITECTURAL L-I EXI6TMG TREE PLAN SCALE, AI,W EXISTING SITE PLAN SCALE, LS-4-0- L-7 PLANYING PLAN SCALE, I'.m'-0' ALOI PROPOND SITE PLAN BCN - VB'•I'-0' L-3 SPEQFICATICNS, DETAILS, AND NOTES NOT TO SCALE AIOC SITE PROPOSED ITE PLAN (COOFDED S) 0' SCALE: 1-0-0- IL-1 ILLUSTRATIVE PLAN SCALE. AIO314P SCAPE � IOUS �M BCALE. VS•.I'-0' IL-7 ILLUSTRATIVE ELEVATIONS SCALE, VS-W-0' A700D FLOOR PROPOSEDROUNDBIOU SCALE, 3A6••I'-0' FLAA2,VM CIvIL PROPOSED GROUND SCALE. 3A6-•1' FLOOR PLAN (NOTED) -0' I OF4 CIVIL SITE MFROV'BMENTB PLAN SCALE, I'.10-0' A70D FIROPCOED R !C4:;ND OU SCALE 3A6'•1'-O' 7 OF PAVING AND DRAINAGE DETAILS NOT TO SCALE AZ ON FLOOR � M ) OCALE, 3/I6'•I'-0' OTED 3 O 4 GENERAL NOTES NOT TO SCALE Alm] PROP05ED ROOF PLAN SCALE, 3/16'4-0- 4 O 4 POLLUTION PFEVENTICN PLAN SCALE. IhlO'-0' A3m0 PROPOSED ELEVATIONS EXTERIOR SCALE. 38G•.I'-0' A39M PROPOSED EXTERIOR SCALE, M6.4-0' ELEVATIONS CONTRACTOR SURVEYOR CIVIL ENGINEER LANDSCAPE ARCHITECT ARCHITECTS = MOUR ASSOCIATES, INC O'BRIECN, WAITER k O'BRIEN ENVHRODESIGN ASSOCIATES DAVE BODEER LANDSCAPE ge architecture, inc. _ 601 N. CONGRESS AVE. 955 NW 17 AVE. SUITE K-1 298 PINEAPPLE GROVE RAY ARCHITECTURE/PLANNING, INC IG45 e. Uanti. a,a. SUITE 109 Delray Beach, FL 33445 Delray Beach, FL. 33444 601 N. CONGRESS AVE., defray beach. D. 33483 Delray Beach, FL 33445 SUITE 105—A fi. lic. AA-26002044 DELRAY BEACH, FL 33445 _ PH. (581) 276-9840 PH. (561) 276-4501 PH, (581) 274-6500 PH. (561) 276-6311 PH. (581) 276-8011 FAX (501) 285-3888 FAX (681) 276-2390 FAX (581) 274-8558 FAX (561) 276-8129 HEPTACHLOR TECHNICAL CHLORDANE, OR OTHER APPROVED CHEMICALS SHALL M USED M CONCENTRATIONS M PER MANUFACTURERS PLBLWHED INSTRUCTIONS IN COMPLIANCE WITH EPA REGU.ATONS. (ALL PRODUCTS TO BE NON-VOC). DRYWALL FRODUGTB BY GOLD BOND, USG, CELOTEX GEORGIA PACFIC, MILCOR PRODUCTS ARE ACCEPTABLE ALL WORK MATERIAL, AND EGUF MENT SHALL BE CALARMNTEED FOR A MMMrM OF ONE YEAR FROM THE CLOSING DATE TRAFFIC CONDUCT DEMOLITION OPERATIONS AND I M-OVAL OF DEBRIS TO ENSURE PMINR4➢M INTERS WITH ROADS, STRETB, WALKS. AND OTHER ADJACFM OCCPIED OR USED FACILITES AND DAILY OPERATIONS. DISPOSAL. CONTRACTOR 10 RESPONSIBLE FOR REMOVAL FROM SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR O BSTIMION S MADE N SFECIFIED EQUFTffNT, MATERIALS AND COLORS. ME CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN GUARANTEE FOR AL WORK UNDER THIS CONTRACT FOR A MNRNM PERIOD O ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER CORRECTION OF ANY DBECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHAR$ AND SHALL INCLUDE REPLACEMNIT OR REPAIR OF ANY PORTION OF THE WORK UNION HAS BEEN DAMAGED. REPLACE ANY WORK THAT FAILS TO CONFORM TO THE DRAWINGS AND DETAILS. CORRECT ANY DEFELT6 DUE TO FAULTY MATERIALS AND WORIQ AW HIP WHICH APPEAR WITHIN ONE YEAR OF OWNER ACCEPTANCE OF CONSTRUCTON ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED 4' THICK FlBERGLAM PIPE NSULATION CONTRACTOR TO PROVIDE DRAWINGS TO TRUSS MAYFACTURER MECHANICAL SIBCORRACTOR TO COORDNATE ALL RECUIRED AC -DUCT WOW PENETRATIONS THROUGH THE ENTIE STRUCTURE. Al TRUSSER, 4 GIRDERS SHALL BE AICLIORED TO BEARINGPARTITIONS, WALLS, ADAOR TIE BEAMS IUTH APPROVED ANCHORS. - SEE STRUCTURAL DUGS. ALL EXTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND 01UER. COLORS ON HAND FOR PRICING FURF'CGW ONLY. (PAINTING SUBCONTRACTOR TO PROVIDE PANT BAMUPLEB)_ ALL INTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLANE FOR PRICING. PURPOWS ONLY. (NOTE. ALL PRODUCTS TO BE TILN-VOC•A NOTE, PRODUCTS BY ANY OF THESE MAHFACTURERO ARE ACCEPTABLE COATINGS BEMUAMN MOORE, SHERWIN WILLIAMS PRTOBURGIH, DEVOE, DUPONT. 4 PORTER ARE CONSIDERED ECLAL (ALL ARE TO BE NON-VOC). CONTRACTOR SMALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTEE AND OPERATING MANUALS, PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD TTO.D TOUGH' IN ALL BATHROOMS, KITCHEN 4 LA/DRY RMS. ALL CONTRACTORS AND SBCONTRACTORS SHALL VISIT THE SITE AND VERPY EXISTING- CONOITIONS PRIOR TO BUBMMITTMG PROPOSALS. VERIFY EXISTG CONDITIONS COMPLY WTHH CURRENT CODE REQUIREMENTS NO'TFY A%NHRECT M WRITING F CHIAMWO ARE NECESSARY. NO EXTRAS WILL BE GIVEN REPORT ANY DISCREPANCIES M THE DOLL'ffMS TO THE ARCHITECT PRIOR TO SCVMTTTNG PROPOSAL - N Ott CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING .ANY AND AL ABANDEN UNDER GROUND UTILITIES, PIPES, WIRES TREE TROCIS SEPTIC TANK ETC - PRIOR TO COMPACTING SITE - IT 18 THE RESPONSIBILITY O THE CONTRACTOR TO COORDINATE MID OBTAIN ACCESS TO THE WE WITH OWNER - THE CC NRACTOR SWILL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WORK. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION OF OWNER AGANST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION O THE WORK THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE WITH EACH OTHER TO PREVENT OVERSTEPPING EACH OTHER THE CONTRACTOR MULL PROVIDE LABOR H MATERIALS NECESSARY TO MAMAN CONSTRICTION SCHEDULING. THE SUB - CONTRACTOR SHALL BE RESPONSIBLE To MET THE SCHEDULE AS PROVIDED AND AGREED TO WITH THE CONTRACTOR PRIOR TO CLNSTRUCTi ALL WOW SHALL BE PERFORMED BY A LICENSED CONTRACTOR M A FIRST CLASS UIORKMANLI KE MAKER THE COYLETED BTSTBM SHALL BE FULLY OPERATIVE ACCEPTANCE BY THE EWS EER /ARCHITECT MIST BE A CONDITION OF THE CONTRACT BETWEEN THE GEN. CONTRACTOR AND OWNER THE CONTRACTOR U IEOPONS15LE FOR THE FOLLOWING W ON74 - MANE-IIATMOOK UP SCHEDU_MG OF ALL TRADES AND WORK (INCUDIG WOW O OTHERS WE'E NO CONTRACTUAL RELATIONSHIP EXISTI FROVIDIG BARRICADES. TEMPORARY POWER LIGHTING TELEPHONE SERVICES, Err - AS REO V. TO COMPLETE WORK TEMPORARY UTILITIES, 0ON ECTICINS AND PAYMENT OF ALL UTILTY CHAIRS' S DURING CONSTRUCTION. - COORDINATION WITH OWNER OR AGENT O DELIVER AND REMOVAL F MATERIALS, EGUIR'ENT, AND OTHER ITEMS TO / FROM SITE REMOVAL O TRASH AND DEBRIS. PLACE N DESIGNATED CONTAIERS AS DIRECTED - BY OWNER /AGENT. N8'GVE ALL TRASH FROM PREMISES _ ISSUE ALL ADDIENDIMB, REVISIONS AND UPDATES TO BUBCONTRAGTORS N A T"MY MANNER - ALL DRAWING6, SPECIFICATION, AND COPIES THEREOF RMISHED BY TIE ARCHITECT ARE AND SHALL REMAIN THE ARCHITECTS PROPERTY. THE CONTRACTOR SHALL MIAMTAN A PULL SET O COMPLETE AND OJRENT ORAWINS AVAILABLE FOR RENEW AT THE JOMITE AT ALL TIMES. ALL FIELD MODIFICATION& TO THE ORIGINAL DESIGN DOC MEN7TS SHALL BE NOTED AND MAINTAINED FOR THE OINERS RECORD COPY. ALL WORK SHALL BE LAID OUT TRUE, SQUARE AND PLUMB TO EXALT AND CORRECTOMMEKSION , F DISCREPANCES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE CANER/ ARCHITECT M WRITING PRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DIMENSIONAL OR LAYOUT CORRECTION NOTICE THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DIMENSIONAL ERRORS ALL MATERIALS USED N THE PER- NNEM CONSTRUCTION OF THE WOW MUST BE NEW AND UNUSED (LINDA FIRST DUALITY, FREE FROM DETECTS AND INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS FOR THE APPLICATION AT HAND. ALL WORQMANO44F SHALL BE O FIRST CLASS QUALITY. CONTRACTOR SEAL PROVIDE CUT -SHEETS AND SPECIFICATIONS O ALL ITEMS FOR OUBMWON TO ARCHITECT FOR AFPRJVA_ PRIOR TO ORDERING OR MSTALLNG PRODUCT MARFACRIREFoO INDICATED IN SCHEDULED AND/OR ON PLANS WERE SELECTED BASED UPON QUALITY, STYLE, SIZE, COLOR ETG AND ARE NOT IN- MN OED TO RESTRICT THE COMPETITIVE BIDDING. PRODUCTS ECLAL TO OR N- TENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO ARCHITECTS APPROVAL IN UMTIG PRIOR TO PURCHASE OR INSTALLATION. ALL DOOR FRAME& TO BE LOCATED S' TO &' FROM ADJACENT PARTITIONS, UNO. ALL DRYWALL PARTITIONS WILL BE TAPED. SPAKLED, BANDED, PRR'ED AND PANTED UY REVEL V FINISH CONCEAL ALL FASTENERS AND ATTACHFENTS FROM VIEW. OWNER SHALL REVIEW THESE CONSTRICTION DOCUMENTS AND VERIFY THAT THEY AM CORRECT AD COMPLETE PRIOR TO BIDDING AND START O CONSTRICTION. OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIRCATIONS PRIOR TO ORDERNG AND INSTALLATION ALL DOORS 4 WINDOWS TO BE IPAOY RESISTANT AND COMPLY IOW ALL DADE COUNTY MPACT AND WIND CYCLING TESTING REQUIRB'ENTS (-CGI. OR EQUAL) ALL INTERIOR WALLS THAT RECEIVE TILE /MA.RBLE - TO BE BACKED W1/ SM' 'DENS -SHIELD' OR EQUAL ALL WALKI4ATS TO BE SLOPED AWAY FROM BUILDING FOR POSTVE DRAINAGE (MR 7% - OM CIVIL DRAWIGBO ALL GROUND FLOOR SHOWERS TO HAVE MIL 4- DEPRE85M BLAB 8ECONID FLOOR HIOLLOUHCORE PLANKS -ELIMINATE Z' TOPING FOR ALL BECQ7D�WC- AU'S 19 2021 Town Of Gulf Stream, FL. d' I DR/VE Op- RErF1VFD -A AUG' 19 2021 Town of Gulf Stream. FL Sb RVEYO S RDIORTAEGET & WA4 = WATER AETER COAC = COK72ETE ORB. = OFFKTAL RELL'Yd7.S BOCC FP.LQ7. = FLORIDA POWER & LK,THT COAPANY +232 = ELEVATION BASED ON AURTH AAER'CAN VM77CAL DATLM 1988 SYX.FCE z-AEr CPS AETWOW' FLOOD ZCAEAE (EL B) CDAW,fTY PAAEZ AV 125109 MAP M7_' 12099C0981 SLFFHX F EFFECTIVE DATE' OCTO ER S 2017 ALL DAEN9pV.5 9VAN BASED ON STAADAR7 US FOOT THS SLRVEY AEE7S 17-E CLOSLRE OF 1 FOOT PER nOPO FEET AS REQARED FOR OalllEhcAL HG-199( PROPERTY THS SLRVEY 14AS AGFIEVED A WA M LEVEL OF CLOSER£ OF 1 FOOT W XAC'OO FEET AS RECYAIED FC7 COl4. AL/IKH RSK PRC'FRTY CLOSER£ WAS ACIEVID B4SED ON A RETX.MAACY OF W54 S.RDANTS FOR VERTICAL HORZONTAL AAD AAVAAR OAfW9,S 140 7TTLE WAS REWEKW OR SEARCH OF 7HE R.BI C REC WAS MAcc N REGARD TO EASEAEMS THAT MAY AFFECT SL&ECT PARCEL AV SL09.RFACE SEARCH WAS APLE FOR UTWTIES OR U ERGRO(M FOOTERS DESCRTP77ON LOT ( BLOCK ( FLAT Na 1 POLO FIELDS ACCOW1W TO TIE FLAT 71DEOr AS RECCROD N PLAT BOOK 26, PACE L; PLUX RECORDS OF PALM BEACH 09NTY, FLORDA. CER77F7ED Ta J420 GLLF STTEAM LLG A FLOWA LIMTED UABUTY COIPANY USTTCC & H47ALL. PA OLD REPLEUC NATIONAL TITLE AG RAACE COIPANY MAP OF AS -BUILT SURVEY WE AL `RES5' 3420 GLLFSTREAM ROAD, GLLF STRE4k( FLOR'DA 33483 PARCEL CONTROL NO. 20-43-46-03-03-001-X70 I iEidHY C R16Y MIT HMS SUtVFY WAS WL1E U[YR W 3SWIRHE CI14VQ A!O1 Sn STANUA �—Cnt AS .SET FORM BY M FIOWA BOA/f0 A<PRLYES9LWAL SUtKYQ3 A.'D WRFRS x cxwmr v-9,, nL A AOiIfSSR1 CODE HRSIUMT TO .4"CIIGx 4MM7, F1OZaA STAM PAUL D. ENGLE ilc' ✓ �rM�ua T 61mua A SURVEYOR & MAPPER 15708 0 BRIEN, SUI TER & O'BRIEN, INC. LAND SURVEYORS CTR77FICATE OF AUTWRIZATICW /LB.i53 SWVEYOR AM MAPPER IN RE-POTLE CHARGE:' PALL D. ENGLE 955 KW. 17TH ANEW& SUTE K-; DELRAY SEACM FLOWA 73445 ffOC- 561-276-4501 FAX.' 561-276-23% urc o-wP.rr Abo,sT Q 2021 f=b' owe .a: 99-9.3� PEED PROJECT 15 LOCATED ON - THE WEST HIDE OF GULF STREAM ROAD. N VICINITY MAP NOTES: L DO NOT SCALE DRAWR43,61 2. FIELD VERIFY ALL DIFEN01GNS1 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, MID NOTIFY ARCHITECT IF ANY DEBCRIPANCY 6V DRAWINGS. (SEE GENERAL NOTES) 4 ALL AREA CALCULATIONS, ARE AFF-ROX GENERAL NOTES: L IT IS THE INTENT OF THE AFR WITECT THAT THIS UXJRC BE WCRfOp1ANZE WITH ALL REOWRS-RNT8 OF THE BUILDING NJRIORITIES HAVING JURISDICTION OVER THIS TYPE OF 0"TRUC71M AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR UORK IN CROFOR'TANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL OPNDITIONS AND DRIENSIONS AT THE JOMITE FRIOR TO COI'1'ENCMG W' RC THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES CENEYT! THE DRAUIMGB AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO CQ'FENCMG WORK 3. CONTRACTOR 614ALL SUF4-LYLOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES,. PLATES. OPENINGS. SLEEVES. HANGERS. SLAB DEFIREMIGNS AND PINCHES AS MAY BE FRCUIRED TO ATTACH AND ACC tTIODATE OTHER WORK 4 ALL DETAILS AND SECTIONS 8HOIW ON THE DRAUINGS ARE INTENDED TO BE TYPICAL AND 6HN.L BE CONSMED TO APPLY TO ANY SIMILAR SITUATION ELSEWERE IN THE WORK EXCEPT DWERE A DEFERENT DETAIL b BHOUM 8. THESE DOCUMENTS. AS INSTRU'EMTB OF SERVICE - ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REFRODUGED WITHOUT EJe°IESSED PRIOR URITTEN CONSENT FROM THE AFGNTTECT. DESCRIPTION: LOT L BLOCK I. PLAT NO. I POLO FIELDS, ACCORDING TO THE FLAT THEREOF AS RECORDED IN PLAT BOOK 26 PAGE B. PUBLIC RECORDS OF PALM BEAC44 COMP. LEGEND: I I I I I I I I I I I I I RxI.�R2CBC6 I I I I ' I I ' I I Tea4raH ",.KKau cxA1LE4 L O T 2 ' I w �m a meCpe1�' BLOCK I I ,ecraRsn.i., iwwt�'A etemweT ro�b,,�Q at one F� ro�rwTa Nast R..n 156.91' M6ebOlEO��� � 44 . __—__ 7 --------------Fri oa — . ------ — --- ---- — — --- -- ___ — — --- ----__ � , I eS IEOWlCJL nIADEW Il'R DtIG OQJaAtaw X _ __ t= � 1 1 _ I I °AM�'i ne ..4ee' Iw'�ia I u>K I 1 % A� • BIL<<RO r1.R) L h — ._-... ___ _ �_ _.-.— _..-._ _ _ _ _ ._. lateuX R I , — OR•suAY 7-1 I I I I F rJ I I m I I I _ r_ _ IT rs• I I I I I I I I I I I I I I I I CONCRETE POOL DECK AND PAVERS I i 0 ORK-WHAY 9 STORY RESIDENCE (TILE ROOF) d(�IN!7 SET BACKS: i i I REQUIRED PROPOSED I FRONT 30-0' 31'-1' I HIDE INTERIOR (NORTH) I5'-0• HIDE INTERIOR (SOUTH) B'-0• 5'-2 , REM (LIEST) 20'-0' ALLOWABLE HT. 30'-0• (TOP OR RIDGE) 28•-& , (TOP OF FIRST FMI6NM FLOOR TO THE HIGIEST EXTERIOR POINT OF ROLE) , - ZONING GULF STREAM CORE (TOWN OF GULF STREAM) I I li 1 I I I I ' I I I ? LOTI I BLOCKI ----- e•O aOE eErp.fac _Y,yIW O.>9OVW_ -_ ._ - IINbATIGI enAmEue � �p c �, TOWN OF GULF STREAM SITE DATA TABLE GROW LOT AREA Ebft 8.F EFFECTIVE LOT AREA 15&F FAR r'" C I AVONB D46TMG DEMO NEW NET IST FLOOR LIVING 0 SOFT. 0 SOFT. 2,110 6aFT. 2,110 861PT. CEILING OVER B' (DOUBLE) 0 SaFT. 0 ea". 0 SOFT. 0 Ban. 2ND FLOOR LNRY 0 SOFT. 0 SOFT. I1600 6aFT. Ib00 Sam IST FLOOR COVERED (FOFW 1 .OVERJAW.2 In') 0 8aFT. 0 baFT. 444 6aFT. 444 SOFT. 2ND FLOOR COVERED 0 6aFT. 0 6aFT. 0 ban, 0 SaFT. AUNING , 3' AND 60491E4 ENO.OBURE (AT 5M) 0 6aPT. 0 8aFT. 0 6aFT. 0 BaFr. C.AFLAGE 0 SOFT. 0 $12". 68 Sam 4.11 8(JFT. GROSS FLOOR AREA 0 BaFr. 0 6aFT. sS&% SaFT. S-b5 SOFT. OUT BUILDING 0 BaFT. 0 SOFT. 0 8aFT. 0 SOFT. TOTAL FLOOR ARFA PROPOSED 0 SaFT. 0 SOFT. S- - -- S'3" San. FIRST 20000 x M SU44 BOR. OVER 2000E x 20 0 SOFT. ADDITION LOGGIA AREA 0F'EGU1L I94=YIP1I04 222 SOFT. TOTAL n Imo_ FAR E'ER PIMNUAL W/ SPEC4AL EXEI' TION 5,S66 SOFT. TOTAL HARDSCAPE AREA REQUIRED ED LANDSCAPE AREA (LOT 812E x 40%) b736 SOFT. ACTUAL % LAN05CAM AREA 1J79 eaFT. -.. I Ir-Y elawr tnAxrAa ceases,• a Im,no-'xGY i I i i I 1 I I N I PROPOSED SITE PLAN i A1.01 SCALE : 1/8"=1' 0" j i MBED cf1 tdnfa o.pw �Bb CCNTRAOTge 1.HD +IRIFY. I Tc(�,n of Cw,lf C+re?!?lFL Architect, Planner and Designer AA-26002044 IG45 East AUcn6e Ave. Suite 303 D.Ivy Beach, Florida 33483 j TEL 561-276-6011 FAX 561-276-6129 ISSUED FOR BIDS PERMIT CONSTRUCTION PROJECT TITLE I SINGLE FAMILY RESIDENCE u a 3420 GULFSTREAM RD o GULF STREAM, FL WCUFNT APPROVAL REVISIONS Q r Of Q U z ry u W Q } FILE NUMBER 510A101 W DRAWING TIRE WPROPOSED N SITE PLAN W O DATE DRAWN BY 06.03.21 I JH JOB NUMBER 20210510 DRAWING NUMBER A1.01 Tfi I I I i I I I I I I I I I _ LOT 2 I �u �emnl ro ]BLOCK I -mwm+wst 114 u61t mE 6lILF erlExl i4o. -I- ------ r'x Dta�,4 �LML ----- - -- -- - IN —T VICINITY MAP rrto nc onr«.0 :n�¢re. Aro��Arax.m, F � i rill, � �'�, � � � � _ a. e. TI!ffi ooa,•drA m NpT1af B11D W e0M2 _ ' A!E TIE IRt�IT W TFE AIeGHtrEGT MO tLY NpT ohs x ue® ae N9xvucm u,nvur e�wReeem � ,oa. rwcw umrrol caReern nea+ TIE Aluurecr. I ... _ _ .. DESCRIPTION: EaAr Na i'a.O.ia.,". Ar woen wr t —PLAT I _ Y - t rona rurnE>gv Ae Nso�®c+rur mcax acl®A ..._ LEGEND: I �lJ O 6?C!R TOOL DlOC ND MVCb I 1 I 1 . ... �TCV eTWrr rEenxwce na.e worr I •��°•�'••�-------- I j �Nrmaa, __ SET BACKS: rEael® ria�raeev I ems w�vaow moNlw -r v-s enx rnveae rewTNr eve e•a rEen menu m-e• I I I "' r Nr. m-e� rTor on N� - �W rvrsr NilelEa rtoae ro nE Ixamr turn W wcW� I I ZONING GULF STREAM CORE ' (TOWN OF GULF STREAM) I I I I � I I TOWN OF GULF STREAM SITE DATA TABLE arose lOr ANCA .re e* Lor a er rAFe r�uaurvxn ewer,u oero Mw rEr nr a.aa. uvro a eaTa. a Barr. zile Barr. zrlr n earr. csnwa e• maa.r� m eorr. a Barr. a Barr. a Barr. olo acne uvw a earr. a aorr. teav Barr. u,em Barr. nT ramie cwTa® rl'ale>U, ObaWn a N') a Barr. a eorr. sss Barr. w sort. 90 0.0CR CAEIB) O earl O sort. O earl. �6r'd1O e�11 BYJ.Od1! TAT eml s eoTn. a eorr. a Barr. a mrT. aARKC O ewr. a COT. e0 ewr. Mean. (woes RLOR AF@A a Barr_ a earl eAee Boer. ere aarr. our cwnw a eon. a Barr. a Baer. a can rorAL nacw ANi rNc sera a Barr. a mer. aro aarr. ere eacr. rereTm .,, a a�N>eoaa.� emn. Barr. AWRIQII fl4 .N:A erscu� e�®-r-rlw ]9 eon. TOIAI TAR PEIr MArua CV CI"Cbl e,ErnTw ere eon. TOTAL uroecuc ATSA N'alIIC9 ANCA Om eaE a AoiM etee eon. AGIMCL a AIBA rpe eon. I I I I I E I m�„al I I I I I i I I i -.-.-.-.-.-.-.-.---------.---------.L.-.-.-.-.- N 1 PROPOSED SITE PLAN A1.O1C SCALE: V=10'4' Z Architect, Planner and Designer AA-26002044 1045 East AU-U, Ave. S,U 303 Delray Beoch, R.Hde 33483 i TEL' 561-276-6011 FAX 561-276-6129 ISSUED FOR BIDS PERMIT ! CONSTRUCTION PROJECT TRLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL WIEN CLT APPROVAL Ul w REVISIONS Q i a z qK 7 ECEIVEO AU' 19 2021 Town of Gulf Stream, F' FlLE NUMBER $t0A101 DRAWING T11IE 'PROPOSED SITE PLAN W (COORDINATION) 0 0 DATE DRAWN BY 07.09.21 I FW JOB NUMBER � 20210$10 DRAWING NUMBER A1.01 C fiRDP05ED PROJECT 16 LOCATED ON — TEE VEST BIDE CIF CI LF STREAM ROAD. N VICINITY MAP NOTES: L DO NOT 6G4LE DRAWMGSI 2. FIELD VERIFY Al DR'MNSICNSI 3. GLNTRAL?OR TO V£RFr Al E)tlSTM CONDITIOEL6, AND NOTIFY ARCHITECT F ANY DESCRIPANCY W/ DRAWIN38. [SEE C-EPERAL NOTES) 4. ALL AREA CALCUI ATICN5 ARE AFF RaX PERVIOUS AREA: O4Js56 SO. FT. OSM Sti FT. OC 7l9 SO. FT. O1N SO. FT. Ona 6o Fr- O OI]59 80. Ff. TOTAL, IJM 6Tl Fr. LEGEND: L.ANDBC.APE A/8A CGNCRETE DECK 4 PAVERS DRIVEWAYADOW WALKWAY TW0 STORY IEBIDENCE TOTAL IMPERIOUS VS FERVICA AREEA TOTAL SITE AIEA TOTAL BWLDW. FOOTPRINT, IMPERAOIIS AREA, !DRIVEWAY, PAVERS, POOL ETCJ WSA69 SR 3.165 S,F 4,695 8A= TOTAL PMOOUS A.FEA TLAIND6CrSPPYW T.n5 S,P TOTAL "PER110116 AREA . 8A64 / 15.589 . 543 % TOTAL PERNOUS AFB.A . T,05 / BJSS9 • 46.A TOTAL PENIO,IB . BMPERVIOIB AREA. 1JM . 8,464 . B969 . I9)0L /REt UIRED OFEN SPACE 40 - PR7\4DED 45.-M OPEN SPACE) I I I I I I I I I I I I I I 1 1 1 _ . . . . .. ..................... .. - - - _ ..... . . ........ . A - :::':: ."."."."..'.'."."..".'....'..".".".: .. .•......... ...... .•.•. - . — — — -- "I a.. ..... .saes ...............-0 .............. ............... ........... ... - ... . .. ........ ®...... ® ........ ............... ................. .... ...... ........ IL _ .......... ..... ............. ............... ......... ....... ... ...... .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .__._...-._._ '- _.. __. .._ .._. . _..... - .0 . . . . . . . . . . . G, i .. I: tt� ............ PROPOSED HARDSCAPE VS. PERVIOUS PLAN SCALE : 1 /8"= V-0" Architect, Planner and Designer AA-26002044 1045 East Atlantic Ave. Suite 303 Delray Beaah, Florida 33483 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR BIDS PERMIR CONSTRUCTION PROJECT TRLE SINGLE FAMILY RESIDENCE Q 3420 GULFSTREAM RD GULF STREAM, FL `W CLIENT APPROVAL REVISIONS a i R' Q U _Z U w i u LY a w jI R�IF� N I FILE NUMBER AAUG, ! �-T 1 � 71('L; qj w $t0A103HP V 6J 1 t/ L V !✓ 1 � DRAWING TRLE `-PROPOSED Town of Gulf Stream, FL HARDSCAPE VS. W PERVIOUS o PLAN E� DATE 07.03.21 ' DRAWN By FW JOB NUMBER 20210$10 DRAWING NUMBER A1.03HP i1' L OO NOT I—E DRd11RYl1 1 iVFLD VERIFY ALL OP'Ble1OPMi CFITRICTOR TO VEf Y AI.L 6XYTNG � CLl1DITYCNe, RfID NOPPT AICNRlcT F AYY DEegeIPANCT YV DWYUKd (eff CtTERAL NOff21 4. ALL AREA CJLCILATIONe AIS APPIYnC WALL LEGEND e• MPERIOR PARRTIOrI e%' ]D W PeRAL once xV y' V PIN2 eIILL EGW®eotrl emEe rLr=�.eL Pre rPu DRI•wuL ewTlfroa+e Ary IclTaoa vmFT uv Dmeela+e-vw� nAanuart HOIeE)lAGTOALLT Dt•ENNGN 1 7L'A S• x-COAT F1D0111 Om M GN OripLOR CV NlER1OR ro RE09�E M' TYPE 'X' OW6 xV LPVft V PANIED iWeN W8t q• rETAL iiHeY! • ]I. YY RV NSgL NeILL CEleV RAT I — GWG . e' GR1G tYLVC eMl-Le.1'1YJVIDE ti' flR. Oe16 AT ALL !)an1aM, KRo@Y OARAGE xI,YJ-e. NOPE, 4•'De+e-e1+=nn• . au rum YlLL1Jn1 fALL r'ID MTA LATIT A LMATI D AS NerP—R 2 Arc LMRAnGNe ae PER PlfL-R ]e]0. ] e' COYI@TE fYWALL W/>Ae' x-coar 6 encore TuccD PN PANrm cM eDTN eu]® TrP. �\ aApADE-(aeE eTPucu 4' u e' M. LDAD EeARHS rA/n1TiW WILL WI N urela Q eA• iTTt-'X' GIeG W .'IWrH lJ'KL V PWdI - PAN}FD ON Ea BIDE Q 4' l4eaeY]_e1J Y M Ptll_ enloe Y'OG <e@ DM RR. rLNJD FOR acnul ]IALL TNIOOEeeJ rrtlx DRTNIAl1. Te4nwp'e, eJe• fC TFALTEpwT� NL®1 oP 4• P'erx once, P.n]eeY•Y•OL-IN TO PmD AOAJeT DPealerNe POR Twaoeeu s e' COPLTe?PE euax LOW WALL WI>(e' 2-00.4T eP'ICOIN BTICGO FN PANIED RI a 4' T. .' -(M N M PRa•1 /'-0• To e•-o• -!e¢ erPucu ❑O eTR—RiAL 6—IL c iN El H M• • w' cG1Y.1eL1E aauNe W( ]-ey (LwA BbOM enICC9 PAHIm PiNlell O uaoau wane - eT3 auo Pqe elan OONTRAOTOIe TD PRONDE eNor POR APPlCIAL NDIE. L ALL NIFFWR WALle uu wogTn ae eralR Aa9.e1C<��PRDNOPD UY VT' KTOCGD OR WDOD L ALL eEDI.M G4TI,�LaMIDRT . YJTOw31 mx:LLe ro Ta!¢IK awn eclxo Neu.lnw mPz >. Ju.L TILED WN.Le ro REDFJK ene•-91JJJcac' eaac>e; cR EOIaL ♦ ALL PfIE1dGR ORTWa-L TO 1MK LEVEL V - TtU>H EXIE m WCLL TO DE flL1® YV 'Dge31LL eoo' oR EO14L rNorE• to eE NeraLLm aPTER o(TvaaR oP a1a.DOG Y eFaLEoz A KRFT YU OIlEIe d Nr@IIGR YIC11e to BEGONE N ADDRIGNAL UItR Q �' 41e BOND ew�t 11R1/AOIE' Qt EOIAL L� eEc(xa (iDOR arPN alR w>axr eALccNr n� eErvo PLDOR a^a Ana IaJw TeALrcrlr aD e.P I1y�11 j�I�11�1%jP'JJl)�/j/\I �� LJ VtiLJ - ELkY. ISLWkA.VDJ- e•-ar emE eeTaDc - 1 C i "- 4 i• Q� - I I - _ � LSlB_0lBe� 1 I- " - -- O(� ] f 2' e' O• xPO 1 1 V4 JFi -eT 4 t -- -1 --- - -- ----- __-_ __ ____ I II ♦ L _________J I I I +� — z _ °4 4 ` rl= -- L I 1 I a _ _ ____o 9 FTI '^ I _ • --I �___ _______________ g cow sae 4E2 in I C 1 a I e I � § ra - _ m Mr- _ � i n'a• i a'1 i I i e•s• r-i 11• Y 1�_�: L .. a le _ a. _ b .. �• .. W I 1I i I,a'�oEl�JeTEre i � II S TOP w PLDOR � I I I 1_ I '' 1 Inr .Prr -" a I ...DODO❑ .D 0[ ................:i] r Ip �� P1EV-• Le I Ik , b II QMNMI 4 I • - I I 981•I • I s � j ( O 7. ^ .r- _ .. .. .. ... 1 U uz Architect Planner and Desigrw AA-26002044 W 1045 East AU..tic Ave. Suite 303 = Dalrcy Beach, Florida 33483 u TEL 561-276-6011 R' FAX 561-276-6129 Q ISSUED FOR BIDS Q PERMIT N N CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL - i _____ ____ __I _ ____ _____ ,,,,,,? I - � W Cl1ENT APPROVAL I i g I N gem : ��I,I�IlHJ.B PArnMI [-------- -- -- -- ____ • r= tit - � - I ® ' __ a "" �_ ! - I e -- --------------- - ________ W _ __-_ ______ _ ___ _ III _ G'-e' eme eEIdIGC III � I N PROPOSED DIMENSIONED GROUND FLOOR PLAN SCALE : 3/16' - T-0' 4 Q 1U REVISIONS m Y Q r K Q U r w W u_ tt a w } RLE NUMBER � S10A200D w D � .PAWING TIRE RECEIVIF PROPOSED GROUND 1 2Qi W FLOOR PLAN 0 Town of gulf Stream, F, DATE7.09.21 IGGE By JOB NUMBER 20210510 DRAWING NUM A2.00D it FLOOR PLAN NOTES --------------------------------------- NOTE I a D CEDAR eTavraJ AND rAJD AT N• AFF, COORDIIUTE aRTN OYERlC(MRACIOR iO PRDVDE PPo¢FOR WILT-Nrol C= - _3 l DO NOt DCN.E ORYDaaYI W rANIRY� I^ROrIOE !/{' PANTED WOOD W 1RRT »'. 4]', ee', 2 REED V£TeFY ALL DlENDIMM I I ;, � _ : . AID 6Y ARF. ®LNEN W D E4IALLY ePAL® 3/{' PANTED BFELYED W TRB1 D- CQ�ITIQID. A!D NOfFY Altl(RECr _.....�_ _ C4lINA TOR TO P%)VIDE eaacaas •ALL WALED W NFLVaJO ! CADREie mml reee,tJE� N Eb)W t}] - I ®14' a >i' HNr#D - PUl. DW W ATiC A[XlDD. DE8 ROT MPN'1DY� {. ALL APZ=A GALOLATK1tl Al2 AfT9.OX „ n 'j ]D C = PLrYL F 1'ECM. EOIiP. ID LODATED NDmE nE ATi10, rt D4iYL eE .. NDTa1ED b PER FD4 -R ]e]m. � m ]]' x M' ATTIC AC¢ee W AILL O[NN I..A➢pER OY RANOOY ATTIC ACOp2D - R-lEI�4'- GR EalAh. DEH RCP iRMNe PLML (RDRD COLFDNATE EXACT LOCATKN FOR PROPER LLEARAFGFdJ eolAD DEWAnLN eATTn mm. AT ALL TDEDRtxb, OATNDPLYtD LAUDRY ROO16] eleLL-ccenwicrDR to vmFY uv aum ALL R�IIRDD Mro eAc%a+s FOR Au PLAMIMiAT acR®•I rr LPJAnab mma eTORAGE NELVN' DEE PNtrttY NOTE NO. ] LP Gae - Taa4EDe W4Tp¢ 1EATEAb CMAC(IY b DET9aTRED er PLMaas, e]nDaea eEe Fua'ena vR.vuNTe mm. a Dz AIR HxtDLlas LLWn CAPACITY b OliETG1ElD DY tEGWiIGdL 1e @YA®i Dts FNAC RNL ALL Wlte To eH HUIIPRD W w LKM AT COIL . DRAN PAN n A•t c01•FlSdeDR ua eTwDnFaAL eLAa cAPAc@Y b OETEla9Nm er 1'EIX BDN�t eEE HVAC PLAN [ erTE R.d`t lTY1rE. ALl. EMEWgQ eanP. TO B A MN'a' NAVD. [ NeTALLED cN IecuTloN raoez ❑0 LP cm VALVE - eff MEP. DFA'WN:A FOR EJ(ACi I JTroN [ ePEG ® HAM DIeCPlEOr. FEL.CIWGaL eeR.{¢ raa2 . im' ACOVH RLOOR e❑ D.EGIRICAL -t- QDOORCELL ❑IADelaorra]D LP Gb rANc - erE TM1EP. vRu-,e wR RHCOFEEIDEO ela ANo ePEcn D R0.'F DEIX TEf44LEe TO FEGEIYE Nw-xIP roraE PAVEFe• r'IDeEi OVER LY/RYEK/(f CQ♦GREre. eIDFED VD' PER FOOT FOR FtaweR vww+0e To PEMETDE AID PbiALLEp oven roauL.aTlc ROOPRD• - eN TD ereT13'1- WAT VaR]OMG er eRa OR EOIAL APR@D DIRECTLY TO CONCRETE CECK (WATEIE^WOLF HE1'!R/PE TO eE MDTALLED b PER DKA OR ealALl ® IlaNwancN FM'P - eEe e@E R..aN a LANDOCAPE PLANe FOR ePea QPaa nrr reY PrrEaea elre TEAM roR ExAcr LxsruTL 71 GAe GgtlLLE C _WIT bee PLM'DNG M.AIIe. ❑71 PROVIDE MCDE 610 eEE DCTALL RI rurorn eur. - LEKAIr aD Locarlam ro ee DcwDrarEo W owER rNolH, Au eecDw rinoR PORC4F-0 / T[RRACGe ro ram•.E HOeE eleez ®eenmrY Aural r•ADr oR eaLALLz C.COL.E PMEL • im' APF. 21 ➢DVR mL cNa•E eox LDDAnw e•-0' ArF- ual� to PI■1I eMRLN •FRNr DOga 77 L.I'+GM f�18UTOR QI DTpIC11pAL eue . Ie0.ATR1 PADD - C �i1RKTOR TO �2F8Y fX'ILIIY / OBWDe W dl!@t / IlilJtT ta1PAM. TO nAtCM�I'MIMI R-OOR LEL4L OR�� D1141D RAIDED LP GM POD. YEATQa eY On$b. VERIFY W OILER PROADE POr T•n.ItR FOR p0 �' YL4r@t eWLe At n! COfTLTI � O NORM eDe Q TIE ICf2{8I bLaD - VEWY VEl^lli W OWER ® 3A-IIOI'!i 19..dt1 FQi uNIGiIC1l - D� ® PRI3Ae LADDRY CONECTIGN eD% FQ! WANEIt AIID DRYER 31 fMLV.IETAL DRYER VQR T,#{ Reaar WALL DRYER VENT MIALL NOr DC7� HN]FACnsER'e. RECQMIEIDAIiLN. iID/ CR mi ®HLPLTFDLID( SieiTLW Wbl@e fIXlOR WYrz) (VERPT W WDFRl ®fl-EC'RGUD('ERbt11iW AAD DR17R [ aLOR WYTE) rYERFY W OMERI LNIDItY erac (TO DE .+T ^^�+ er OaIERl D I n ei M LJ Ds rT I _ __ O e'-m• DDE DErev1CK © ® A me � e -- - __ AiCc _____ 1 U 1 __ I 1 e�e �8i1��•and� _ ••4 AA-26002044 P LJ i c s�S T ,�1 _1045 �m QI��� I I. W Dd 6mrJr8 FlDridaYe.JJ483 �J C FF = f - _� .. ❑me r� f�7J Q O 1' 1 u TEL561 27%-6011 r_ ---------- i h r,y Q FAX 561-276-6129 W ISSUED FOR II n3: 1 n n r r �7 -_ a r; si Tm II Il I_I ` --- -- 'Y BIOS I t _ r---- ---- r z c Fh i - IN @ II L. �. �11� lu PERMIT T _ O OO I _ F 7 I', '. st �I N P. I 0) CONSTRUCTION II --[�toffimmu___________J 'I W --IT ___ _ Got �3 _______ I _ ro__g_____ _ __ ' µ I _ .. _ 3 _ QA� ' �, 3 ® ,� I I Z i • 2 I T Im I O Y TOP OF FIDOR I -- @J IFS AJ',OI I a.o - DOagQre YAD ._. i� , V PROJECT TITLE e E]Ev..(4mCNAVD] ®ve, SINGLE .ERrr DemaaeTlH'e 1 r�af 11 i' O F = FAMILY I I W WNER Q I j I I m U Dl ( , 10000OOO O DOOOODOO O 000000000000co I \ J O RESIDENCE - 1 I 1 2 ®cl.. .. 1 .. I 111G -'.I Q m j W I DEPIII) OR FQNL. HOTF� M1ID'EER TO NDTALL tbf FELER' ALO•n eaamDe OF R'-'-- - V£RFr W tWER W eTYLE (LOC TIOR 36 •rRu-�(• eTasaEne eTIxL eDDc uv Dbr.. umEtna+(r -vDwr DTYLE a C0.0R W OWa3t I MTERIOR ➢EeIfIETi. sl ]4' OVB•LAY DIA:_ 2.�'y EeH�2MIexIA] eY ece4+ q¢ EOILaL (VERFY W OIaERl ® 4I' NDgIBO RHaDC£MTOR (CQIIAACTOR TO COOTDNATE PROR'ER 4�. W CAID]Ei MN1F. FOFi DOCTael Jy w cRJP DrnDI DLVR nlcxNwva - uuLR - aaDJDDm1EetH oR eo ,", - (vETarr W ouai (C4tiRACTCR ro raaRmElArz PRa'ER cLEAIeaI¢ W vnNEr Haar. iOlz DGVpDl ®eo• en„' _ e.EelRle waLL a.E]a . aIDLF - WewmrEeTM oR �_,., - rvEtaY W >taERl rCLNTRIDroR TD coor.�aarz PNPER CLeARNYE W JIDiIT I.1.411. PQi DOORDl ❑so• IIIa.RTD♦4 DRAIIER - Dat - a1VlDsm a WDTDDp qE EOLLAL (vERFT- W wreo. 2 1 _ - - .. .... .... __ I C ❑ ® ❑ __ OD ' a uL ___=J 4i O! Q ■ m I as 7 5 I O Tee1DPATD cam r] c _ soll 0 M 3420 GULFSTREAM RD. ® Oe i w GULF STREAM, FL OQ3IRALTORro vETaW WOata9!ON AI-L IIaJflY.O1NIER aAPRUANtFd . ePEero WITHN KITuBI IeLAnD. c .:.___r - - J � b I - I I 1 CUENT APPROVAL KITCIa31 CCWfERfCR W]•elpAit (r EDfC (6000 ePLAd1--" c _� -O , C _____ I ________T _ ei : y r' a .: i 9I 1 'I 2 - WW R' ®GRANDE TO INDERemE OF IIFPEI3 f1EDEte W TIIAt9i PALL' eDEe <V'ERF1' CGLOIi 1MIOOEee A`D eDoe W oWERz __ c : © © D J' >7 © 2 "@ w REVISIONS 11'rR AIO IAIDE LLL-•OD RaeED PANEL CaeaaeiD W CROW 4a------------------------- -. D'-m' DIRE BETB.KK cry rweeTe To PROVIve Lr RaR HDODa ortILNaL Lvw 46 I � ro � ]o _� _ - C.. Q PRvn.e�s P�weN3 natty ne Dn�r �eeo PEeTTH•enacaDPRPIIEI-NOTEVpiFTuan(eeat erlha�e / DRNaEYaD cN LDuve®'LvxTomm oa7RD ar Au aye 'seLocrtT rPAcr PRcoucm•, ae eaat .wrt x Drr, DooRe uu ❑ T oADe wsnr DVAer AMD uw ereLnaz tEetDG aawPErs(te. rernc�oMPLD1Ari¢r(TWYP _.___ _.- ..___ _...... . _ - x �(ro DEa F , PROPOSED NOTED GROUND FLOOR PLAN C- 9 2021 D•-v a M-O' ume FDP 4aTDa Dcvlr �rmcbm er TR4eme• {, (COLga - WM11E) - q3 EOIAL hHiFT W OYIERI 'ON' Da'IOLE Maa1 RO@D a CMEEfr (F@ r'P-Atle TCliRFee) Ola EdAl. eTAIPD t0 HAK Q' MK M rAlAl®RALL - DEE elaxr Mnm ® Rqe DHIA6D.lNO2. TQ Of VIaADW11LD t0 DQ %' ACOrE el ALMt aRaxam TO Cfe ETACT RCMDTAM, LTA! E GLAeD (DeE BEFA�CT ANp YeD CTQaA3 rzDTaA! RM1D®'!MD L'ONIRACTOR SCALE: 91W - PAY- ownf D Gulf TIlADl tEIIEL roar to � cOlJtw IUTN DECORATM1E aD00 1Wi - DEE ��� ems. 0!d ro PROVDE �araHurz aR cnnPLwl¢ mm� - raDR Wllre ]'-0' MIYiI OE[�IEAnVE ALIE1Nhl RALLN3 W FGDER COAT Stream FL f�1fP1- W GYtR1 l{ eY EP? (T� GR.4T WTI HLIE ❑ m ❑ b eLEV1tOR PR b PER MANFACtlFd4a ePeCPIfJtKNe ❑ b' x b', VlDER ® DFLEGTED eY r'EnNTm eTANEee DIEEL GR ewc TO Ee 011�! � ❑ PNIMI (CiIOR- eLAIX) - QI TOP CP LOU WALL - PW�IDE DNOP = , 49 ❑ALL R■ERe 1aReAUDTRAOP2>�PANT ORADC rtt � FlA6DD itPC WNDPY ewu eE CrERAa2 gaOT 1T! EIMce et _ _ �PrT�- eLDA OR EO1dLYDrEH fTYPg8i001Plffi dfEa6 TO rE-¢�M1E�TLLE Qt nARElF1 N ORADIiIY / eAPF'Lc eY'Jc ITeal CRIaBITAL WORc' OR EQIAL iRADEe TO CONEf.'T DAe<L'iLY TO T1D!M0. D@ IQ bFENDG OI�nWlA Stele eMOD6. ]611De O IW Dl1i' 'GDYOOC' O�2R 9h' ]O fY ❑ MTALLID Ae FER HWFAGItFgMIW:R P�a86. MOIF M DE ]MSJ EOl1GL (STY W OYIERA PNILPYi - DIEIDiD - ® (CQOR dJtlU - TOP CP ADLLDMR Ji` WTI PIOQ1e�MA®M a ® MiAI-L @ tbr! 44' 1HTI�MwR411M1 VENT• DImD AT PEI�'EteR WALL EDP. POIDEIi - AT PETAL ]m' eWLT-N DIILLEit tlSP MN) - Im` x i' x O' rVEgffY .Yl ❑ e00MERrOPD tvs, tl •'.IO 'U DETAEd fNOle tOP Q' N4DM6D TO eE X' ApO.E TI�AD - elal@ Ma7r DRAYDI06 ROR ArPROVALI FFGMAwe•I PACED MIflER iWN gaGl1 nE FN FLroR TT .. GF & GdRAfE Af£4�lNOiF MN OF OPEiIEYA DD ❑ L .\nWe AND Mae W WE@[A ®CLA00 TaLOR ROLFRYa EO1tA1 lvEJePY OI.ERA R4T�lItYUTE PIPICNG PIIIPCDFA DNET• / QNYtMAL YbIDC NAG' OAR µ OVER HEAD GARAG! DCCRe AIE TO MHHT DADE CLWTT WED W VNG A TOTAL- AIQA NOT LDDe TW W CIE N PYS! PEJt QE rV DOVAIS 1OOT fJV OFFERDR eaxe fF eACII OG DDED ¢LLNG HOM® OVIDDFAD RAN eNCLLER W 4Kl MOM® Q6Y - VLRPT W WEER / MEIDQt OFAI't6i - EDML 6V.mNY RA6N' AT PRpii OALCCM' M CE Y' MIGN o QKGQUEe, . x 4' GGpifR OIeP EDT! •ALL TERRA®/ 63 CYCW}RAOTOR rCOMrLIdtICL NEA ALL OPEHN]e DIL111 CE OE N ROOT MOTE ADJACErar ®IIAIDIELD eMOIER NOI71e mm. N ALL eAT4RJOREI- DTTLE OIDTQt AILLT-N eIELYFA • b' OG VE1QrICA1 AGOVE ®eMLLT-M CACRETD AT x' AFF. fMOle92 CMEEID CR cLMRADroR TO PRavDE elaJr OVX ROTE ATRNIAL [NOTE ALL } TO PMNDe CERt.O• Ca}roeT DCOPe POR pEl�RAnVH 'f]OAAL' APR® PNELD OIt CaLI. RO CE �' (�� 11E �..n FL0.'D ELEYATIWD3 PNIDH to CE eEIECIED eY WtFR. © eARHHOREL02TeO1�lALVEFPT W OI.EI! �DO� IXiERTOR RAILEY! CQPLY W F ®1 FlI.E NUMBER CG1tW TqD TO PIOiNDE ELECT RJR MDIDT (LOYF9PKi MOD OY CWER - DE.E C%iHPIOR 11PVATICNDI ®PIRfIN,, fJl4Y WEEL TORl.- TT OARK.E 0.b RlpED qR pRYWALL i• TO s• TOR pLy-PEG eTILK DTYLP DOORe CR EOIAL-VERPT W OYPt'a3! tYLER y� ,�yL' CY W°1LNGTW U.K+ 0?LLAI.e, NC OR EOLAL DEE rEG1YWOAL vpAWPYA POR O1iDOOR KITOEN NBC,' OAR rOOhgt NT a S� OAZOOFi RIDDD .TA� FIMIIFJ -CONTROL CaaTQI r0 eE LP^�1.T®• uDE1E eTaa¢ ®EYT�ALLED TO HbYXDEJEN �(i TIE GARAIf OOLR`1 TO ❑ ❑ NGTCN WPE ❑ GG ELIGC) - TEe TO 6E DEV- MGM. DRAWING TITLE PAMRf. a0! ❑ S' LP'ERCKPQbC.OQPKIeD TOEA MN { DBJDRY I D ]m' Ofr - DH RHLPLTIVE PLAIITO�A C61APD NCTFLYAP. MPL OR E011AL OfIDODR GJVEI® PATIO TO IMVE HfaRQ1 ❑ E>&OIItVE eClffIIl I'IOtOPtSFD eMTEYI (NldEOAfE eCF�1• eT rC1I I.CKATT�AMNI ADP.£ eOiT. rS 0.4TE] Oh'@t N n!E CVNYJA DIIELTQr mm. GF T) - w roA dRDt�PlH7D EOW. I OCTIG TNQDI / taG D�L ®ALL1��� eWC oNT F ®m IW. D�Id-11] xNaOIOIE DEe OML DRAYANCD AM vl•JMFT WI TOWi tF dli eIFEUlt vNILTFD ¢ILtY re¢ I�LHOTED Ce1LPtJ RAH FOR ITT. aO � IPAr 1 fL0 ee' 1'ffiD DEPrE6 DIIECr VENT LP GAB er ❑ RIaEeDE' ae PLWL - VMPT W au'Ele abTaLL b PER naarr. atEmea'I ecTava DOLLT%)b' qi EOII(•L - NeTALLED b PER PRavifJE elDr DIPdaRk! I �R APrIYNAL B- PROPOSED ® eoLalelY.',KiQ'IYALI! LYE1 D�tRCiW LLDA rT�-iG WTRY.TPE (eHH IIT@q•BYIYaD W ELOO® DO R M OVIdDE Y ®i-0' DPg11Ys Pf. <DEE dILLDI1G GORp.ITIIlIGrTCItl - Dg ELEG, FLM'mli DYti'Q rLOCAIED . R-TMaENC4 P REAE (OONIRAOTOR tP F,2JVIDE PA W DECORATI £ 3L�' x s• TEED YVEM 2 aD•DDUD TO HAVE I P.T. aD ewam ANObRED tt] DDOR DPEIER W LYiITe feEE e WN16. . Iia01t ❑ GIIg IIG .G]t GWR'1J R-PPoLLLF eE11WRIRRGGWG ( ® O bNp. Ix 1' 6' x b�lIiIO D14 I-FtA?P eT np1L�RRALOIDI3/ D d1 GROUND ®ALL CPC b F'E1a rn0011crxw+IR7vx. ®e TT0 ��e'+'r' MY l DmAVERFT] ¢ILDGe ® W�VETOkM ,Wt'�a1OPDDL'GTIO 6 M VJIG OL0.'K AT EM W41D. PIYJvmE ti' MRGWL At W.L rLLE eHOIER WLLL UV eHNER 4EAD, ROOF YNM! aD ® TpO�OIi MD•n01 ETKOM�.PJ( D, AIlTQL4TIO G4RAfE DOOR DIRr41 , RAIIOETE3 ®A-fORTO�FI EDRIQNL�OGAiM WOGO m MM �!R nA�NP S C�Ptl ONLY _ ®AIIRIAtroO 19 W FLOOR PLAN - AR,ALTO D1K TO OE ]b HDL NFE RATED 0.'•03 ® RNWi /COLORr- ME}tlOR DEDI�! W a1t VEfTEMOR ALL YII1.J3A ( MObbTMJG'E�G PetIY' LCQJCISTE CMIRACTOR TO PlbriDE PN¢ FOR eMil@ HWDE TO y M AST hE MI@ECR MDE Q ALL QRIN:! aO ERl PI�CL e, ALL 11E OPB1MGe - EITKLED b PER MA]aF. aPEc•e eY CLOMFE NiY#e I�Ui(@PJ - VERIY DME OQdt W ¢ILMG RMIIFED N•OOINHIt DIRIGDFAL DLb%RYhaGGdPMFJ O+ER 1D MILrPGR3Ee IDD ❑ P0.�. TO RE¢M1E YTLT'E PAVEIM' I'1DDET OT •ARfIDTIO 06 ❑ PEDCf. 4S ❑ RE¢IVE i' NALP BOND COPPEIa GU}lpap WITH DFFARAThE U roerA' OR EO. • FIOre� CPnRALTOR lb REOVEDT'AD4EDICN TEAT' ❑ %' R9RKilRA EOLN_ (eTTLe ArD PMDH TO eE 69 w ®uv. (DTTLE AID C0.0R TO eE DCEcteD OT OWERA ❑96 e'-O' MT O^91aY. [eee dIi1DNG eERIPb IYJR ELEYArwNel (BOIL TIW-'plmA4-t0' CD a GAl DEIX t0 OE T'IIDDEt OVER L�WLD W4AriElBROW'NG Pl ERAO@1G {' ILJIDm DWNDPWtD IWb4Vl12 d11TER D / O eY eflC4 AID OR M/a4r. PRLNT D0.'R M OE roKlNTM@ DOOR K.'- DTARlD nAH04N(Y Sr '� 10!¢De 6ECiPK.AL OlILEie AID DWITOH EOMe N PE NOR ❑ FIR2 R0.1m PARTRIW eMALL IETALLiC Wli1 A DIRA¢ WATER CODET VEAFT W 04ER F ELECiI■C IEOIA®. feTne AND ccLGR M ee eEISTEn TJT LuaMz ®ALLEDD LFTD • ELEYATOPD - 3i' x Y' x 9e• MAOIPE IT]O11 LE2e FEeIOB]TIAL FIEYATOR W MLPE GEARED DRVE roTT1•ETRT- OR pDQ m eP. Q= eLAe AREA a GA.L. CF Td-O' LEEAR FT OF FOOIYl1 rYl RDYM. DLAee (COVET® RaH"A[e M WVE IO I1D_ CQG DECK roeuLmnc tb(1■' Q! HG fIE2 DWtE POR CLIER (NTEAIOR DEDKlER APPRJVALi OWiRA01CR t0 UY A EOLYI'ER HOOF®,1I01 HR.q'EDOEI(¢ Y]DeEr nlNxr NG OR E011AL PROVDE LOCK OIR FLaeMRG TO DIVERT RaXJR WATeR PLPL aWfY O DATE DRAWN BT 7.09.21 tV£pPY W dNER] a MTALLED eY _TAL eVTLr ohE EG rRwDe cafrwcare a ➢cTrllarax W ualD a MrAOf REGTT(Te - Nor TD Dean b eG N AaaD ne eusxH aReA o TTE TO UeH 1 �' OlYEL FD¢ 'OIARR' CQNTH¢TOPe FOR ealAL- Ru cAle W orrloNAL rooter Gate raNre etaac -Raa- r0.YETh1Y1.DS vArgt ewxvavt - VCRRT W elRlcnnAL ie Gte GMtf. ® FRT7 wAu. /GE § i M� DRAYIaY FO[ �� APPRA'.AL emEe DMALL IIOr eMBD IDO DO M PER T[O DORY OP aIALL eOJPA LCGAT® CN M CPrOeTTB eDE OF tTe Di ❑ ��TIgDOIb AID La1NDIRr R 1't - eEE FMbH egIEp1E FOR eDEl ITAIIOialf raEie W AA"LIPD IIO.DNm 4 W-IYm ea µpmRAye OR Ca41. - vERPr W caEEte / pEeiCf6l Pf ALL fM' x )N' eT131 eaLttN DEE erR1LlWAl OLLie. FLIT DPEOn ( ®PRDtHCTiVE W a La' M1614 4E COLlafb W \• a- GAm M•IOOM1I eTIYY.O ❑Fl PANICD PNWI (FWe® enlf3;p e.V�ON3 AT TOP NO HOTT01 � py0{H ay G�tl � t0 W FURL] UrY19b ■'bOTH M�P$�D t� i JOB NUMBER ®'CW' GbBElli a F!]® TOFF IEANe OR E[rEDel AWFI uDDP11D W LOW H OlJ2e lALIfL RWE CCIOTI - aaIITU TO DE aTAOr PA- PATITION eHALL K erA¢D ]4' YARr. FNIDIED a PR'NDE DI10P WGn FOR M'FROVLL (NOTE O.T+DEr DOOR /PECK J.Mp iW WDe ELEVATOR FOQ C.yi 1NREMKLD tY COATaYx - OWtRK.-TOR M ADOVIDE DIILP DRaIQY'D FOR.dFP16JVAL O! COIAL - DHE DTR1CiWAL ORALLPYd PLID A CLADD'A' MW P1® IP MEHr - TTA M 20210122 ReMeTANT AID CO'PLT WALL DADB COIMT MALT AND WND El, fxO•D OR - ❑ MNMN TNOKNEee WI epbFD 4p0£ 41pD, OIpTE• npD TpyVE q•+R ANY (ALL FLNR OITLET6 W ETq¢ ROOK i x D D4D CEDN2 iF£1Lb JOIeT W 6NAPED DE[LxiATM1E TNL ❑R OOR Tm DRAWING NUMBER GT0.eIra rzeTTD REdID@Bl1e CONTRACTOR TO PROHDE CHQIIHCAre A<CP'PLUNCL mmx eDnLe eLIDNG Ghee DOOR eT'OPGP(AL FRAI'ELEee MIWER OLG116' O! eO1AL1 INOtE. MObTWAT MET I1AV8 A nNa•ta•1 er m x a# ee Aai' % i'4 ,� ❑ CPITIaACTpa M veRFT DTYLE AID E%%-r LLCAtIO.Ve W RAdNItl tQ Q t18.LID IUD ® W 'eKA dK4 P.OIAL - !M ALLCD nANlr DRIO'A DC C rGim �OO-I FRPVDE ]emv ELFGTI■C CAR cllAlareTa N GA KE . VLIPFT W OIiEI! d ERND (tTRE •O�Ld AL4De W1ON tPItivIDEv er "Vv WICPSQI EWLLL�PRO DUIMeeMIN_! WEER ND OR MERIOR OPAYIER I'Et�CRDz . OQ`RRADTOR ro MKJVmE ALT rle¢ FOR ALIMEUI tREI.LID fG1.Gp WHTHA ® LOW fi OAR TTO_FPA�Ct ANT LY W ALL DARE taNtY MALT aD WED CrdNG TEDTNi W PANTED aNRE PWeN - (GaRLGK! ® DGm 4' FNIDIV�FLrGVR T00.DRIiATMO DIET N PDIaOJETa6 TRICIOIR CC N QI D TC 1 EAR TORT La�M ®NIi]DQt 4EARDTLRP F)® CJ_AeD IDDmOU ND PRMART (_1� M NEB OMERb�R • raNTCD mm. AT ® AI q 0.Ar PIYfi1LE NtEADOCYx GGK PDLP nLE �R'1Da r Fur e1Y ❑ P� N- Rio ]Mw I�pu w /� o o H 1 ReaDRsmrte caanwcrGR to rRovDe caaarFlurz a eCE T%TI•.NAT NTNTERket 6T ATAA.LL` ( W�FLOO¢R�eT L - LW�pliEtl IWDL86Y6LEFMACL�U w Galen d AAE AND 6T� MADE! npt0 DWE.DkxER TR�LLIe LD['.iTiO(DA I Otl St. by RATHo ot�r.r GRADC M1rDD. eLlATIIYA NDTALL b PET¢ ROLPTa ereDn mmJ F ■ CQR WYE tTYP.L - DOOR LGUBD C4R WTDKLT _ILY EIn TO 1LE 64WIDWY3 ON eT" OR PANrz (t101E All HFB TO 4NVE nrrETdD CAIl1 o e NOTE& L DO NOt !CALF DFIiLAYieI 1 RED VEF:FY ALL OCENeIOiN ? CCNiRdn'OR To VERFY ALL p(16TIIY LONDITKNe, Mb NOf'1" AFdD1REGF P MIT DEeCtePMICY UV A M� O@paAL NO(E!) {. ALL AF@A CALl31ATKNe AFB APPROx e' nttERIOR PARf1BON e7[' ID GA FETAI. OTOe ov 1' OTPNft uv Ll. eON® eon! emee rLlVlL v FN.t rr1Jz DRToutt MThRo?YD lt0 FJTCVIX VEAFY UY DRFNN( -,LLY n«anM 43 /\ FIOUeE) rAGTJALLY DP9lei(JN 4 7L'A i y ]-CaaAT ernorN enJcco i#IIeH . oN 1D0FROR uv NIEPoOR ro '. F£LeM1L \• iYR 'lC 6YIL uU LPW1 v R . 2 RUNT OVIIt N' n I]4. OL WI R'tJ -FVNL IFIeUL C21YV FUFe¢Y• Nllln ] e• LONG OLOfX At IXt uL1LlA F'FdT'O! 4' rIR mue. ar au. E.aTNR'le. Klrnem f awRArAE uw.Le Note. %"090-e4E6D' . nll rlLm UleLl23 (ALL F1Dro1VE FiEeIGTAM 6YPEIt1 !>DAfO PbiALLATIO1 AJO LMtAII[xle Y PER FLL-R 0A0. ' ' e' calCfE1E OLOL'IC UWLL ]-rvAt enaorN ema� w� PANIID ON MM eID1x TYP. ownri�eEr: eTFucv 4.10 e• M. LOAD O! PAFMtICN UlULL YV N LATEx rfi W DA)' 01116 OV SYVhI LELEL V FWEN - PANIED W EA e0E O. 4' r40pDli]-eu r a.A hiL eTlme . r+oL reee on R.R PLAne iron ALNAL MALL 1FUCKNCpp] (FIR ORtWaLL • INAI1AJLtl, e/e' DF10-ILEM1D OEH1D TM1l1 (1101e� rQ ATaR - PFO4- . AtE, P- d 4. T.Al- eTma P.T.P.1. ]Fit . W OL - IEep TO EtF1D dD.AMt OFBtlIONe R)1! TWOOEee). e' CONGIQte FLOCK LPU W W- YV dD' a -COAT eFmlN eTucfv Ra IN W GOIII e0ee Tm VAAQe N M man a's• ro r•-o' -(eel= eTwJcu ■ �CI eBuOBwAL 01ffL,El COLu'N ❑W x w CQLid-RE OOLfeTle . ]-h• co,am !noon. enrra PANtFD FMINi O YIPOOIY Nl'EER eee Nl�t asae FOR doe. CONiRAOtOR TO PROv1De eNDr DFNIAY! iOR APPffOVdL O1 DOOR Nf10E] NOFE. L ALL NTEPIOR Ulall2 UV CALUEIe OR eTAIR FtaRN3e M K PRT'mED YY N' PLYOtlOD Qe YDOD KWCNi 1 ALL NEDRORt G T�m IALFORY 1 KITOIB! weLLe ro Fe�ene Batt eoua INeu-Anw mra 1L ALL TIL® ]Ielt.e TO ISCEIVe en'-91IROOC' ennallo oR Enw.. a ALL NrEaae DR1v1At1 To NAee tr.EL V - FNINL 0. ALL e)rfEJUgt ULa11 TO w RLL= ]V CO u ere oR __ .. mDle. ro Lse NerALLm AFreR IXIEIeOR 6 EIe.DNO b eEALEDA A VERPT IW f]IIEfa ON A-- PLA— YIAI-Le t0 FeZEhE (ULATE¢ O f 4io eaw EaIRt®2 9Y]YAeOtE' OR EGWL AREA CALCULATIONS cRolwo R.oDR aK 11w et= ]-caR GM/laE COVEI�D iRQiI ERRt FEAR tdVEFED P018'N bn &F ail e,F OIR'.tM 0.001E AFRO. HOER FODP 6e eF eECGIb iLOaR A... tFOFR A,E IbaN] em eeC0:0 0.00R A1RA LHpER WT IhmO 8F TOFAL AA: FLAOR A1SA 4J. e,F TOTAL HOER RJLP D360 b,F eecnro BOOR Q81 AIR RCTIi GALCQT' a 6F !EC[l0 FiG R OFBI MR F�/R OALCaNT J4 eR fOVEW.l1 !!taro 0.GbR] N PROPOSED DIMENSIONED SECOND FLOOR PLAN (1) oD SCALE: 3/10' - T-W Afchded, Plenw and D-IgTer AA-260020" 1045 Eaat Atlantic Ave Suite 303 0.1 ay Bach, F1.0da 33453 TEL 561-276-6011 FAX: 561-276-6129 ISSUED FOR BIDS PERMIR CONSTRUCRDN PROJECT TTILE SINGLE FAMILY RESIDENCE u a 3420 GULFSTREAM RD. GULFSTREAM,FL N CIJEM APPROVAL {y RENSIONS Q N S J Z AUw 19 20121 Town of Culf Stream, Fl. W U FILE NUMBER W sloAzolo a � DRAWING TRLE 'PROPOSED SECOND W FLOOR PLAN 0 DATE DRAWN BY 7.0921 I GE 4 JOB NUMBER 20210$10 ORAWINO NUMBER A2.01 D FLOOR PLAN NOTE5 NOTED d IxErxaAR eHM-AIb ItCO AT se' APP, GOLR�M4re _______________________________________________________________________________________ __________________________________________________ Wrll wRE/e (CLNrRaI.iPM PROVDe PRKE POR nIILT-aroA PNRRr. PNT�O 3/4' PAA NTED YtlCO YV iRH JE', 4]', DD'. L DO NOi ecaLE DRAYR� 61 Alm ae• .vP. 2 RaD N]aPT ALL DHENDKMN -- - ; ®LNB! uV a EOLLYLr WA® !/4' PANI® 61ELVle W/ TRH !- CQfIRK-TOR To KRSY ALL EXroTPG oD(TRA[]TaR ro PROVDB DACKELG . Au uLULe uv NeLVPG < CADNETD (T)Pl cabinaa, as NarPr aRCHlrecr _. t� IIµOi lJ� W ® ]4' x X' HNGEp . I°11L DG N AiIID AOGEeG eff RGVF iRAH� PLNL R MECIi EOIR'. ro LOfJ.itD ebDC M ATnS R eHALL CE 4 ALL AREA CALnLATIQI6 AFE AFFNWr. AS' DD _ - .. m NerdLL®m PER RGC. -R MM. ®A x 64• ATTIC ACCEee YU FTW. DOIW LAaDER DY RAEmwI ATTIC AOCEeO - F-eeRIED'- OR E[iL&. eEE f6'+LF iFPHCG FLAIL f:iE1D CDOI®NAre IXACT LOCAnCN ROR PROPEIe � ❑eqf D NDLATKN M- (TIP. AT ALL �. GTPCbI'b � LAUDRY ROQY) a-C.NTRAG ae TO raver uv - - ReaI- urro Daacw Pole .ul FLaeMAALAT enxeal Tv LacanoNe rtYPa reTCRAOe ela3vEn eEE PANIRY IbIE N0. ] LP me - TaNGEee uum HEATERe. c•wACIIT m oeTewyasv DY PLM'ONG E]Y.IEER eEE PLU'OM3 DR.NlRYvO T'P. Q!A AIR NYbLNG 1llif. CAPACRY m DE1eRTPeD DY nECHANkjU. 01GDElR HVAC PLAN ALL WRD TO @ CLLRF4D uV W LgHT AT COILL . DRAN PAM ac �a-R'I�eeoR oN eTwlcnwAL aLAa CAPACITY m A DETTsneev er rEOL e+lPELR eEe Hvaa PLAN . 6TTe FLAN. rNore• AA.L exlrxoR ealr. ro rE A nN rm' N4vn. < werAtLm Q! bOLATWI PAOeA D❑ LP GAe V4K - eEe MEP. DRAUIN]e Rqe O[AGt LOCAtKN < ePEG MAN DroCONlGT. ELELII00AL eeRVICE PNEL . 6d .iDA4 PLCOR © EI.EL11eICAL PETER ® DOOR OP1L N No LP Gae TANG - eEe nEr. DIRG-w FON RErGTTe>mED tlg Afro eFTsn N R0.T DEOC TERR4CEe TO RECEIK 11pN-eLR' YTGlE PA1.£1®' MDeET ON7t LbHIYEKYR COJCI�tE, eLOP® VD' FEft FOOr FOR fNOF'ER OA.ONKE TO PERIEm 4b NDTALLID OVER nKALmTIC R^LPpO' - 6)1 n ereTe'1 - WATERF'fDOFeG DY enu ae EOUAL APILIED OREOTLY TO CCNCFEIE DECK (U14TEfdaKVP TFI'! NE TO CZ McTALLCD m PER enu CR EaLLl ® IlamnnoH F.rP - eEs BITE FLAN . LAIbeCMe PLAHe POR ePEG FlYL FVP rDY ODDae} BITE FLAV FOR E]4Cf LCGTkaL ]I Gm GIWLLE CGHE K eEP PL M PLANS a PROVIDE HOee Dle eeE Deral a< PLlrcou eNr. - IeIGHr ab IxaTtan TD eE coaDaurEn uv wEER [rnrc au aEcuro RLIOR Pnsaree / tEReAOF2 ro Ie@41K uceE CuOeA ®eenIDTY APART ('.sor OR EalAU, TFJ-CI-.ICE CADLB PANEi x M' APP. ){ DOOR GY91 CHHE DOX. LOCATIR/ e'-d APP. u]RL TO PIILVI dtTTQJ . fl✓alT DCCR D Lr aae GEIERATOR av eTRlcnaeaL ePaD . IeoLAnaR PAoe - CONTRK.TOR ro KIwT GSPaem / De+A)roe w/ al]Ele / urem CCTIPANT. X All ealr. LocATeo urrNN M wlw>e eHAu oe RaeEo ro FlnreH Paver n.00R LEKL ae hM Ta NAvn. ❑ LP aae F�aDI lum DY DnElaa vERRY uv wnele ❑ f'Awlce POi iD.LPJa ROR DOGe' uWm ONLe At THE DOfI'CM - - - 77 � OP NORM DID! P M KRCiFN bLA)D - VERPT IlYiR UY nIIL! !' 0140.001e DRAM . LAUbRt' ROOM. - 6EE PLVEIRYI RAN FOR CQfEGTIQI ® 1'ID}AD LAIPDI[Y CONEG[ION D0 (fLR YMDfER .4�D DRIER tl GALV. METAL DRIER Y13R Vial P%tf YULL CRl£R KM e11ALL NOT DCEID MAVIV CiliiERD. RFCOMRM>4nQ14D/ OR DL ®CLECTNGLIer'9LDe]ruW YUNIER (COLOR Y]!RP> (VpOFT uV wIERl ®!L[GI%'11Dr 9fY ]'AIW Gb DRYER (COLOR W1REJ fKRiY UY Qu'ZRl LAOroRY euc RO DE eF1FC1ED DY oLERl 41 1 !'� 88�� S�1(�]A�IM LI ❑EaUL NOIE.NOi£. F51tlFA tODfAAI®OW®IbiLEA .YO 'I�� IV TpIOw Y� IyI ,� O 1 .. Z� ,e 'TRar++• eTAMLOe eTEEL eNK ov ObP. < WDER KANi-V£AIFi 11I (/� `ij�� I U ❑ eTTLE . col.ae uv wlae (NTEIDde DEeIC1Q9t _ 3l ]4' OKRLAY DIeNYAeVER eeHVeNVD)N/O DY DODW OR EOIUI (YERPY IIV QUER1. ®N' gESRO FSR]IGDIATOR fcaARACroR TO COOI®NAre PROPeR �_ uv uaaaer nave. FLN DOnaeA ®>a DROr cwrr ODOR nlcu rAvc - wxP - wcolmeeTu aR EaIAL - rvElaY uv wrERA (CONmAOTOR To ca�FDNAre P xER s:... av caertsr naNr. roR oaoReA !D' e.r,LE eLCCiRIC PULL W@I - aOV - YD09aTEelH OR b EQIAL - rNaRY YV OUER). f MIw1[.TOR 10 COOFDMnre PROF�e cLeARANCE uv uDeeT na4R. FOR DooRe). ❑!e• uwHNc oRAnEn - uL]LP - uwlDlm < u]Rres! oR Eaw. rvwFr uv wrERA eoNTle4e orx To Kea=, uu a.ER a[ au woERea+,'rEi¢ APPLINCEe . eFEcn uaTNN Krtaer roL.arD. me.NaTe KrrolEH caNrverraFe uv ]• eTRAIGHr eDGE . eacx eww+ _ _ _..__...._ _ - �I 'i m ubermbE a UPPER CADNEtt uv vwm Fat• ebEb rvERPY ._� - , I I . I w RFASIDNS i i �I IY UPPER AID LaIER ULbD R4bED PANEL CADPEIB YV G N .:: _� / I I I Q TYeDNTi CanpK.'TOR TO F+wroe euoP DRAWern I RI N (CA TA- TO PROM T _ I 3 vwTbC LMaHtNG-TOE Kk]CDA 6'-O'DIDE 6ETHACK ����__ _.,.. -�_�___________________________________________ ___________________� NELL-C -ACTOR TO PWvmE ADDITIQNL DLOCIT A N AU- ® rTeleeee ---------- I-AU- lLLC.TWC.AL PDflllf@1 - TYPIG4L AT ALL VALLTED � ¢EEa:e lveRPr UV w+Ele ON ALL PDETDde 2LLer6 RDOIiED AND 1 LLEIDHT. ✓' J FItou 4 FTo�MATG T"T LK 3-P Fwcaww !A 1YlOGITT NPKT F1iODW19'. Ql EaIAL ALU'L eLlDai DDOPD tlV e I �:.-.t % ..._.__ ■� //�" [i6•M■ - aE OIEr DTInCRG PROPL.et -NOTE. VERY Nall Teal ❑tau e• fLA2'f . TO De 11PACT REebrAM NID fLA'PLY uV ALL I\ ... .__ � - � F.A �' � � / R�■ EM1D✓@RR / oRaIDY! nl LOUVEYBD'LVRILY)O DCCRe AT ALL A•t OADC WMT ePAGT MC ueb GYCLMG TeeTNG fEa1EaF]'6VT4 ' -'. DaLR]OTDR OP�roe�R]�DAre�D�PLwDE�T �- PROPOSED NOTED SECOND FLOOR-PLAN- ❑•Fl -d x e•-m• uDE nDR'DAm1 ooDR'fDTc'<lo Dr 'TRI-enPe• (COLOR - wlTer - aR eauL rveanr uu auNeRA OR EOIIaL el olwau■ ro E®P'PaCT T LaU E rt�aee [ ' SCALE: 3%16' - P-0' ®erAlFm ro wK a• Mna Hr. GU4FORAIL - eee eHEEr A400 �.. _. (j POR DETALS MOfC TOP OP HANDRaA.D M DE X' ADOVE lA�L'TYA Au■DUW n QPGtPACTPG �41�111�®'DBLID CatIRALfOR �� rFEADA!Felt PODT ro u EE fQ1A)e16 UIRH DECOR/TIK TO PIOl.1De CERrFlCAre OF COM'I.IANCE [TYPJ - Cq.OR -m - i -.- r-r NGi1 pECORATIK A1.111MH RAtt.Rtl uv PQIpER COAr 3 A n n-w OEGTIQE. rVEReY uV OulH]3 O'O)fT FLOOR eTetEn 6f 4POKY-CWP -(FAY WRFI DLIP X ....... ALL tW�LE TO M TRAK ON Dale' 'OIRWC' ❑ ❑ �Ix bv�. WDEAa ®_DTMitEDD eiEFl. ONt eNC TO EE ® FNlbl (COIGN• DLbCI - ON TOP [F LOUI uNLL - f%TAOE D11OP ALL YWD eTAllb TD wK eTAN® LANDNTAf ND TFEAp _ _ ❑u ❑ 90 ELEVATOR FxT m PER 1fANF/[:rtf�]e eF£CFICATKM6 49 ALL WeEAe . 6ALVefpADEe TO DE PANT GRADE POPLAR a ®bi1lf.Irl iK UY�Q TO Mb fT C A CLEAR a4/N0 LP DLBD OR EGfN. - VDtFY W1H d1laF TPJ eIEROOWID . ARLde TO fBLeNO TILP Qt I4VALEA CMIRACTOR TO KRPY uV CYIER RAR LOCATIGN Q WKLe a ]4• R@RY6R/•1!D ORAIIEioe YV ClbiGil PAIELtG . DIGEp - DRALLPYd / MnPIF DY •JC IN 1 OWIM@ITAL YL'TOC' OR E01[.L . . rRADE610 CGHECr DIr�TLY t0 iREADe. DEE Q TI✓s OR1rW DHdLL R NOf Mgffi TNaN M'gRYN M Rue11 ®VFM' eMODO. 61QD1D AT F1101'■TER WLLL EAP. ICUDER METAL 6nGD ]d�ICN uV 6K' 91A'1aC' O.Bt !K' M GA ❑ a6TdLLFD m F9eronaNFALiV�Ie M£t21 (NOt6 TO CE a egJ]4R OR CbIdL fKRFY WI W1EW. ® [OGLOR d.AGIG -TOP LP RdL nK X' NTN Ra�fD�ePf� i0 Ta wry O t 60 li Stream, FL ®e x D NE•'-' PODT W 4]' tie! M. OUARDRAIl - eEe DHEEi RaoR LCKL NOR eHALI. ANY PAR! Q M OPERATNS COAT rDeeH !COLOR u]Rrel (aeTALL m PER IVVi!•. eF•EceA - D artvmn KIIOBI DY 'JFaC' ne EL11LL - eTAMLeee eLoac PAeS4f# CR 4` aFIVE. [OORn1 RfIL MAX ]' MP. - DUO.T-N eHWER eFeLP MeU - b' x e' x e' (VERFY ALL E�CJeE R lY TO RE)EhE Vl' pEDER OYM TILP2 - (COLOR ❑ KRa@/ YY etlEf N4Y®3 6TYlE L"OOND / CWROAL rTrY FATIDE eNOP ORAYOYd reTYLE, e�!D Alb DPDYN A4Sb FOR DETMLn [NOTR TOP Q VUJIDR44.6 TO DE %' fEGaNIDIy DE RKED HEYeR THAN e4' R6'M M Re10.00R TT'P. Q e AT 64RnYE AREA fNOre. A MN OR ] Cf!]IeLi6 Fail LIXJnnVe ND tlSe YI/ a(IQI. ®exAao DY R1pCFR ROq� a P1C' OR EaW. [YERFY WI aDBeA (JNY < GRANITE CQNreIeTOPD ribR PIOCW FVpPOeeD DNeTY / D4192J. DT'JG OINATBIT'AL DKN II{CpL NC' qt 4 ApO.E TREAp - tlaM tlDP DRAYRYae FOR 4PPIlp✓ALA wMe! A TOfN, lJ�'ANOf LEDe T4W1 aE (U NCN PEIe pE V Calf I V4' HT. ] Y COPPER DRIP EDC2 . ALL TCRRaLEe / e3 WEIe HCAD OAAAGE D'Q'.lb A18 TO MEET DAOE CalRl" WPD N eeLlA+ FOOT nR DPiEPS-]IT ebEs OF EAaI ENROeED CEILNG (inMED ovERUEAD RNN euouEN tlV YI.aLL rTAerrED a■TCti DU1T-N tl■LKs . Y' OG V9tTICA1 mT•e ClLY . KRRY )U nuH¢ / NreRIOR DEeK3ETt - EOIAL 6d1CAil' RALLRIG AT mWf D+M1I+CarT TO Ce X' Hifil DKCai@6 ❑ !..l'G.PG AlD MPACt RENetAM tEerEYi RELWIe@BrtS ARe4 ALL pT11Pk]D eHALL DC nE N POOP ADOK ADlACEliT 114tO1lLD OHWlIa NOZIIL rM. N ALL MIIM'Xfi1e) . eTYle ®OWLT-N UMETe AT X' AF}, OXTIeER CADDETIe OR cali}dCTOR TO PROVIDC eHOP WYl. FOR APPR)vAL (Ib1Er ALL exrvaoR R4LLNCd DHALL CQTL�T 1V FY, ml0 } ca«R<eroR ro PROvmE cexr. cp ccHFLUNx GRDDT 0.'•ORD rre.De < DELw M M� 0.COD eLevanweA . waeH To ee eeLEC1iD Dr o]]F!t ELwW nv DeAD-eoARD Dane aw.L PalEl .ub aka®a uDam' DnIDa] Gwu - eup.t-N anoc n I- FILE NUMBER POR DEoaanK 'DORa.• APPtreD PaNeLe ae caul rro eE eTTLE DOgeD oA EOL1L-NERRr w a]18] a+ erYLE. ■❑ DXN�aE GRILL - ae eouaL -veRRr uv wane ®� � 510A201 N eELEcrm er ouNen - eEE EMEAIOR eLevarlolet 'M D.A/CO FRGOIIGID' na caw. - I�LILL.m PLmnc - � RRFSD our oRrvuu. e• To e• Rae M1IHDeiG eTAOK DeeorrATrve ALut G.re Dr •Jc oRUIe)rtAL nr.N uaRc W eonTleaetae to PRovrce EIFCf. FOR uaeT lLwEREG Aro ®PIEMIIH GRAr uNEPl eras. TYP. • 6alantJ: wrE vuu' er aELI]•r.TLN uRE CELI_ARe. eIG oR EL]L.L ee TFl31ANICAL DRNtaIDe FOR wTooae Krfad Q Me• oA En reoLOR DLAaU - NOIE. GATm ro eE eEu- d RroEL: LICM_RDrDR) - CLNiKL. eNTCH TO ee LOCATED • w TOTO M D4aCG� a�TFE GAAAG[ OOORel TO CE A M LPT.RLCKPA CR WON To A�MN�9ne DENNh' ® %11D 6 a R TO]eGA ❑ cELLaPe NG MNIP. DPPL�OR E LNSrGN uDE anDOOR cMw evBD rATb ro wK 'BUNCH 4uV U.lal L�OCAUTFD MLL Q M u�f. AeOre DOTT. O DRAWING RRE �N�.L.�aLIHT DRP DOOR T41RbIKJLCD 1 u0A'W GELD l0 DE eET TTAa! C-ARAC$ Done iRKX nllal CLNf ] • P.T. KAT < GlG ed FEao eaarb DIIECf N3VT LP 4M RREPLA2 DY ❑ exanT.e ecl®r 14ofol■aa 6T'elBi . urancAle DCR®1' DY GATE) aaR N M OUTx161b DIRC -1 a ]) - Nro]GVLbr PlaT ae EnlaL <CnJG THF@tll0.D/CGIL^eu..L. ®eNGO Duac MO FILLED Cale YV 91.•OWLANOgi eEE aNL DRADNGe AID YHFr1W TWN an➢.F e,REYi yAULIED CELeG r6F£R3iEGf®CEILWe q}N FOR NT. AND ®}IrlEe07E•gt EalAL-KRRY UY dII•HZ ebrAll.mPPJe MAN! •AneRIGW eC1lEBle0.lRiQlD•QL EGIK-WmTo® ER PI EeNOP DRAIUNC,d FOR AFPRT�AL W PROPOSED Da.Te m PER WANE, tl^ECDiC Ne1R1CTiple < eEE ❑ M�TNO Q M LOC/F.D DG DIZMTWfNDE ❑ N-9' afC11EDA QSJIG uy e•-0. 6PRfYa Pr. [eEE rLI1DRG f#q CT1�D - 6¢ ELEG / PLIIp'fi DUDn (LOGOTm .�' rRTbAEO!/L rCGMRACTGR ro FTDNOE •.a' NYM e• CONnEIE BOOC Cn11tKA1® eNiR.N•ICE uULL 2 ® D DIIO<CA?IYALIM RewNKE e 1 DTR1GnIPII DR6uM,fad r,TPJ. ❑ ❑ YV PAIR GP DECOAarIVE !•-a x!'-O'GAre A/DLa«EDP. ~ SECOND FLOOR oRowD to wK Tx rt dlo a .wcuoFa� ro ®FEE et. DRIURreA Dona w�ae uv LrrrtD rem ND!E er • rtelaaAeeA er vlw A .ALDER!`/ - ® ^O�iGe eluLD��noN�e tee, a�Ler,e .Resole ® • i w� R G ( ID e�vbeNoueR leo, roar r 4 .xa4R.a cewtic s.ecrwur_ oRnuera RDR au ExmGleo� rrrr[Trtn o 'D Au DooR . uDDau Do1RERe.IORe UNEe to eE uRAPrEO e1 AurcxsrE; aAR.eaE DOaa BATCH ❑ eTne ro eE eeLeOTED er w]me rPeLD vEAFT ® YV'eKA. tDP eE.AL bl' OR EG n@I - MPLY'dKA0.FX b] NRFDOR GaRAOE DOOR TO DD ]O nRL RFD•. RAt® DOOR /1 OILCbT IRni lUS nB1aRD Q2 FaIAL - YII eAFEGiwe] Ab Ee 1'OR.41�EllDD1•DOI�{E6 MC�AL AT�AL,LM UbCO"ALL T_ �I~GYPS Ellb'.I' mG alT . ®gygR ,DEAKiHV T. GcNTRAP1 PLAN NOTED d air Tic MrEROR eb! 0 at mrN�Ge v nz sc ❑ uv u tl!� NnrlRn FweN r�q.OR - oNITPJ - KREm aTna < cOLgL ou aupL VM�pe1p�R �LLN9 P uerrrtMTER10R OEDIGNEIe GN ALL D'U. eTR1CFLR4L LCOIICF£iE GLAD YhnGGAP.KfJ OVER ID nu_ TO PA R%IEe IK rorLlE K ' MbDET eT •IRTlenc m TGR To PROIIDE fNl2 POR ENn/tE NabE To a ALL M OF'DUN'd - wTA m PG MAFIP. N- DT ❑ eELECfFe3 � RATLV EA1 EONL <eTT1F A�b FWeH To DE eI ❑ IAV. [eTYLe AND Cana TO ee eeLELT® DT ooeeieA 96 dt r T OPH-IOC [eE£ dIILDNG eECTla16 FOR ELEYATIabA ®Fq.YETMHE VAF'ORR DAARER d ]8.1. [' PACiEp FLLL. ® ALL PAKM' OR Cal4L lILN2LA- uV eOtLVE ®GE aT M OUTEIa ❑ A - Du -rGnr DECORL NTVE rw+Gvu / O roFu' at en - Nore. COIRWCfoR ra mrarer •AD{EDlal reer d! ❑ rER9re TIaAt®. ran! rla£Paurlw - •cvloe.w-Tc Is - e GAL Ex,e- oEac ro ee nbeET aKR im• Llam wArER'sNo ar Eaxaaa=iei - s• lazeD DwNeFa nn - RaaeAVER YurrER areTEn DATE DRAWN BY M enu dND CR WANE. PeR b M. a eL.a AI�A a C✓J_ a b'O LNeNt Pf W iC01'Gel LONG Deaf 'e]rALaeTK: lbrtD' oR E6 [RF/1.. a vIPLE A a=a¢ wG oR E614L RR'Arf DROIa TO DE'erwATus DY R NG•- 6T nNVLC.4VT REtELD ELFLtRI[!L MLETe HD eWial DO#D M GK NaR uum a.ODEr VEIIPT WI OWERc eIPCTRIc fIEaIIRED - T aL�ee LPfD < ELLNATCAD - !!• x M• x 96• nACHDE ROOI'f Leee ALL RItYI, DL1De < COVEFED POFOIe TO 4YK b MLL. / NrEfdCR DEWatER aFT'ROIAI.I GON(RdGTQt ro uaE a IKLTr63 11) 51tVflW1" ]V cv]t1V . MDTALLPD DY COA., 1= r aR ELL ® RATEp PARt1rIW euaLL De tETALLk:IIITIA A el]wece ❑ [DME AND COLaI TO DC DY w]!9<i IeEeDB/RK ELEVAiae uV P].Pe CiAFB!D DRIK'errreTRr At pOLYETHTL@E V.OPtOft DAaaaET¢ -VERIFY uV embnNAL MODR9S. NCN @ROICeCBDe HOOEY OR 1Naeer rrxirr. F'N vmC KICK arT FiINING TO OhERr R6TT uLLm ROL AW4Y § F 7.09.21 GE/ FW NOf TO EXLEEED b e0 M A]D M EIRAQ° AREA a The ELt1AL- RH CM tlV OrnrNAL POOQi wre [GAre eTACK -RYL FR?I uuLL. FROVDE eatrslr,Are 6 CO`RUNCE uV uAD < PPAGT FEGTNI0. - ❑ Cai1RAr.'fOR To VDE 1 �' DEVEl EDCA_ 'aUMl CQMERLCPe FOR eDEA M4YXJNY PANEte YL APR® PIeLDF.ILN 4 NIHL4Tb m �'�' ❑ M' x M' CQRC]ETE (:IXLMHs uV %' lHbAID eMrolu enrry JOB NUMBER FRONDe eHLP DRNiRtl POR nllEle APPpOVAl Do>�e eNALL Na exacts bo eo M PER bID eQPT a Uw1 e!�nVp lb AND LaubRr wx1'I - BEE FnuDN eaEDlte FOR RNIDKs .�n�YJvloe a Kounn (FmE�.Er ®IPFDxfFlLNncOATDcW�IRDACraeT r0 Rlb meeuCPn , n ORP ELeuLl eTp1CIWDALDRaIbiGe�' Ar roP aeb DOnaY aE ALL GRKJ�iD roliuv�ETYelm aiooil u rofFVE 20210510 _ elsPacE emcee Pourto w M oPPoerte tice a M LCW a GLAee (.4lFL fRN'e: COLOR YNNE) TO � Rp MTIrILN MALL DE MALTS ]t' APART. m,�.�y FRA`E.EeD 11A06 ei1WER ENCLCtlIFE < ONR VJ• DOS / DIX. a JAIS twUl®e P1EVArgt iVR CJJe TFiEDF10.D [!' DRN1RYa0 POR AFTR VAL e x D Me C®M TlEllb JOIeT UV DliAl•® DECgeAt1VII TA4. A CLAeD'A' MWF® CAP eL■$T - TTP1 ggg� Fee16TAM AID CQTLT uVALL DADS CLWTT RPACT Atb uRb ❑¶ MM WEL'14 K/�ML DpaVw! ROR e!•EL'e. EaHY BEE ®MILL n!k]Olbe uU elalel® deaDrE QIPn rNOTP TID To wK L FGR 4 < A, ROOK W CN EIn6e RNR ❑ �CRR@COPF£R eYx r� �bN1�. ii�l b u�V YIC4 enu OAR Ed BtlT b DRAWING NUMBER GY0.tb re61N9 REa10]D'BfID CRAIaACfga TO F%MDE eMGLE eLDPb GLAee DCGR DY 'ORIGNAL fRAiT.LEDe eHCYOa (NOTD HOIeneLT MIDI wK A nNHun D) A x D] AIe' X e'ie ❑ CQVrRALTga TO KRRY eTYLE AIO ex:acr PDDAnOND UV CaarwTAre a CafLUNCE rTiP.L PRiVbe )eov ELECTRIC CAR nLal fR N aaA.re - O Fe' OR EOIALl LOOCA I A= A wTal !FROND® DY eAVMIA CCNCOI®OR wfFR 4`D OR NTEWOR OEDIf'1ER R!J'L6PeA - CMiRAGTCR 10 F1ilViDe ALT. F'R12 POR ALIl1Nf1 11MIr BELOW ppp A2.01 A wm. ® LOL lTfI.ADD Bout TO Q MAGI 10?N( 6TAHf AND CQTi.T ❑ X' Hlfii PC'E Ri DIIJ UV PAMiED LLNITE PW N! - ❑ y�pyBy�pA�ytl�} ■Oppuy Ai DEOGb i1.00R TO DE ELHMATED me®'mLY i1E W WIAL LCLERRY {wDLC MHUAL r ®DEOIeMI N4LW4Y 6Y fAADt DIP'Ii ORS EQIAL IW ® ]] W QCM CEDAR=DL�ON . D' OG - PAN® RYP. AT 4AOLL• I T CLIOR'Y1f}e DFIWR!) OrER ee• IELT HOf W y L 1 N UY ALL DARE CaMT MPACT Alb YDD GTCLeli TEeTMG ALL TFEL.ue LOGTIatlA xIOPRED QV -FELT TM-TAffiD ttJ Fe0]• A A RATED EM. oC A ■ REalp®'pAD CONDOACfne TO PROVIDe CCfafRlGre a tYP. AT NIEAICR GARAGE 6TEP6 AT ALL eFUAErro. [NOIF W F erRIDIVRAL e j LOIEIeNG IwroLE ORL BNDLE uD@t TO O.EFTOupe DRAr@ OTAPED GRADE YIIW - (K1�Y IW wRER / NTERIpI IX!<L'IER ORApe pLTYb. DIEATHYi NeTAI:L m PEIe IKJGP'1 N'4Gn (TYPJ Ga'RIAND: RTPJ. -BEE DOOF1 AID LO]ER CAA Y]Tilwf - .Y FN}RY TO r1E eNAFiWAYA nr DTAN OR PAN). rNOre� ALL HRD TO wK MReRED CMel e 2 A3.00 t o : � BILOC WALLe xcNG nm RmR Ie00P � ro Ix �recren uv ro�cA RoarRv ;; v er exu ors I,..,., - N6TALI2D m r'Ers n4raF epees. _— __ -- --.— __ _ -- . __ _ ---_____— I I I I I l I41 E I I -) f icserr WOOD TISLLI6 eLevArlar( IR]R R9FR TO Detnve I �'c'�T ; � eJooc W4LLD ALON3 am R_GCR — --- ^ ° � RCYP gaoa.te ro IY ��,:-.; ".-•_; " A°e�r°e�R� n�Peea�OA"t i �^" � . I � �. ioeo 3 I A3.01 /^aFBI AIR �._ (ow I - I I I a� �0 _ __ CLOCK WALLA AlL'Y a0 ROOIt ..._i .._ _ , er eeu oR eaLAL - NeTALLI>7 m pER rw4F erecx eLOOC eNL18 ALONG — rOJlJ { 0 Tm R_Ogt - i _ ` (a}� � I rwtEcreD uu •enu ROOR'f07' OY eRA, ae eauL - NerALLm � 1 /I-' r-v l / row —� k ,; ],;, m rtn nA(u erica _ '(11—�{ v _ I row _ _ v' —Ana�i A I l � I k ' "- - - fo 4 A3.01 PROPOSED ROOF PLAN SCALE: 3/16"=1'-G" d W m U Architect, Planner and Designer AA-26002044 rW- 1045 Evet Atl-Ue Ave. SW+e 303 = Delrvy Beech, F1.6dc 33483 u Ta: 561-276-6011 ll FAX: 561-276-6129 Q W ISSUED FOR BIDS Q PERMIr N '0 CONSTRUCTION �i PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM,FL CUENT APPROVAL REVISIONS Q N S 19 tt tt AUG 9 2021 Town or A Stream, FL FILE NUMBER NOTES: w 51DA202 L DO NOt eGLL@ DRalm(vel a DRAWING TM-E 1ALLDe, °PROPOSED e. ca(1pAeroR ro rear Au IJrIeTNG camm(w, Arm NDrn- ARLNReCT w = (eEe GBEROL rmtee] ROOF PLAN 4 ALL AREA ULOLAiIPIe ARE A�aOK LEGEND: ® NDIcarEe r-v ROOF ovt?lewn Nave ro NA�-e e,v ROCP el.Dre NOR GCMTRAZroR ro PRO.'IDE 1@CFNNICX Atm IRlee r.YRICATOR �'. WRN ALL TK ATRYRIAie DRAYRre roR ONlOMATKN cc I]rlc] eC�eC PE]E]RA.TIONe. T1MYllOLR TFe ernJcnea: mrcu.x ii NOTE• RCCF ATTIC e14u1 GOKLY IIV FDO - ]W O ED - ATTIC W— M— ROC! TO Le L'LlTeED eMTEM IIDNG OLLUN OM R-e0'IOYIEMe• Nd1AT DY 'GALE NNII.TKN' qt F.OWL TO 11C woelame Q THE R0.T ellATNNO (TPl R4Tl. ALL'K:1'tAG IONY` t0 ee F13 TEGT® W1N OG3R1 cOAtNG m PPx ' rV.MfACiIlR9la e14L19CATILtbf ] T!E ILORmA IXILLDBY t�DE ]O]O - QtY � P>711P. le PYTPLLla N ROB AirIC1 z JL E 0 DATE DRAWN BY N 06.21.21 I FW Td = JOB NUMBER � 20210610 QµQ DRAWING NUMBER W A21e02 t DW wrnua. D(.AA.A.r a Nwa w.sr Au Def.WkaW a an(I(.Wa0I.1D v.IST Ml Oa.Rb M11Ow4l�WLT�W GIY a ALL wA C.4CLL ATlalr AM AM'lalAr. LKifi FU(7UFES W TWY L1WIN0 OR eoluli 1"a LMMM r..1/..OLL r.AI.C• ®T LMNifM Yc" LL PAW w`LWML e�ix.a1Y ®TROTT LMNIM'C MWLL rAIWC aITIDO &UMLL fPORICe► Tr. man POOA.W. R.tI..Y ALL FDMMVWAMr01mW �/AtlA(R/NIIPKW WL PAKr LEGEND • AIL.IARYaN ro w CL964.DI IRfDM1wtMWM/.ZaW M1I Btu W mwm I"mLI�MtlYwMON1 n.AR1W CCCaW A)D IRa(f 00au F31 -m MT n. m0 mE-XbWAOr 40.0WTa Mlaw, ALUKN swimAO M .M rile ALLGMMMMPN M. RIPiM (aLT, CNrRfanA ro naaw .AfaLr Rw o.e(wrwwAl WIND D PF PSF NE Caro A YM�DOYIrB wAu_s AREAA ZME W ZONE!w (YrO.IM (JwWIK fJ10Y1M fJNSA1N! Iro>. w a1 ]r to 1roM AW at AW JY Nrow Ma a.. w as trot Ab -au m ai wrolw All �I. An 41. 1� aT...cwfcMAArBW.wa.Iwr.n.lTv WOIAMf m 4QM MDIM AIL OBMIOfACMMCTmM EXTERIOR S1UGG0: IWAL LAN Arr'LrAr4K L AFMY.Q"T GOAT WN.VFI rP@MKM TW =I tr.L MO LATH TRpLLL AP Wa *MAL R MO SCRI.TCN W IC(WIl1 fNwAa. 1 APKY e.GfN 00.AT Ar( OCP"TCN CATVU. M PW MD NMO AIO µA. MWI .IIaAW6r)O W A 1" .WWNX WM LM M tM M ALORIONAIL.ATM LL.V. PWMM W rlCaW RMN CAT. a DAPM MO.NGAT. YrF O TO AFJWATICN QPNfN COAT. A(TLT KIWI GAT Mo Wt M RNN CUT W A 7RIE, V4%.W.AACP PHOW M ArraaO.m W O 4 T.IW O)o TWORC(ON MA.OR/A A" -LT IMW CAT.TICM W GOICTWI. AND MAI W AIWA., =AL T.000A (MN N0 Tli1.11i1♦t 1tW VL L 1Hfw W COAT WOW (CH LATNA AMLT TRw l.) NAT.TCCO M MAL LAM TOTAL N NCiI 11KK ALWA6 TWrA ?RO M,"W-NOMS(M) N31 M KK k RUN DR►.I.G w N.IYGM. rvWm mm nRr.IC1OH. N mcrwwR DOoMAT mAp AID E.TEPW A a.D00 NSAD► T ALL OTWOO KADIM ILLS MD WMpM W M Fq% V =.IIN A r.l W ft 7g a Pf.OrM .IQ)DM Cr RWI Wm a ALL (N 00A10 f.LYL M COLL4 OAM b"M KIRr WIN CLWLa1CM r MR NfIRI n" AID AD1wl I PWa.PWC.aGATKM. T Room Ooptl01Y WIN KON Wb A m CILLcroAm etl t�IItY� a APTLT ewWAaM.Y PraO1M.gLAL NVMI..ALMR, M I/aIM A W W!.! MQriiT BAtWa RRrTAM. MD WPICOMY, T W ALL MOM." FM .rWCfM.ATIMO AID rWII.�. rn ALTLr SRATAe.a-R]RAiCT1Wl1r!lRWW r IWO..m. MRTrDR PInICfKN o T A NMI4AID wTM'e► M WweAea M.T DI..Aeta rf•AGT YGrn.W AIO q.acMln(1eMM .NarrANr rNrN r rmaWst ELEVATIONS NOTES MT FlRrta Wflllg CIa CYNC-P TL. OWUMr RAT OL el LMIa IOW'tLL•NG'f00aRYm eIYOWBU aeeee.a RLLT NW P7WW ON MT TN-TAO WNC' APA MTWa D2CRAOW MT= 004w . NRALL m rM Row& woo RTTJ (NWIP ALL N". M mw I GWt Flm�rJ' I..11 CVRT.%O W01.Allta. HALL W r.AR Cr ne]OrNTNW Ye. Ye F WeLAatsort rvW) ON WALL rN.NW f.YDWIN ATLLYID RNN A10 .TLDDD aAr ON WALL - rAlrrm . M.IItCTIRAI OIAWIk ❑Y-Y NOW OWOORAT" MLA.AM BALM W PMVM o T m- PNWN (OCLa OLA00 - ON i M LOW wLL - rpv Mlq' oRAYtl. /.Aldo. WT'X "M OPV eWM. W W as raN1 ®ALUwAM DwViRAlM fwLlww W W. POmm CCMT 1N04 e=q W.AIX)- Tor W ML MK Y' UN R.*ZM SPA=W .L.X MAMA.. ? V''IOW. (eWRRY RLL lK>i ]• APP. - rmJ rR0.2>t Ytlr Pw"m (RnL WMI AID op e .AWrr / SQV-L= K VC OPO WWOAL .CN WOK bw OR 0=4L. MALL I.ALM AT Ma 64aQ1f TW MY'WIN MMLwM M T=h aOL]P.TIWMY M*a I(.aaomm oloW. ALL DOWW R RLLN SO" OG MY W Pa N0. mDffKm .'ra 1(r AM Cff'LT WALL DAO. "Ac-r MAGI AID wD CICINW TALI. rlO.l7!(r CaN11MettR m rl.DVL+. COIINf.AtC Q O.arLWCi (TT3 ®Y K. Y r'IaWCr10N wbWIN r1MOOD SPM eYDM OHI W Wl pM0 W f K a P PICIWGTICN . WIIICiO)11T. AT wMD BOOR - IfOWwO. 0.lOQ.. RTPl Tor Q 1®at a eay.•se AM. - - _____- eau.. »'�'APr. rrQ Isar MAIwM �rea.acr eW.MA. P.rr.(T KAv.. x. � IlW01R OaO RaOR 'r eT•.. are u!. ---- - r �, for fs ao rLaaa ❑I, ❑ r �� ' w ❑ref ❑ K 1Tr QfD RLOR ,A . N Y µ A J a� .im1.1�R RGOt 1 enu�RxrMA1Wf \� _ - ` � __J LOMIRTnMARM ,LL I.00 1 "P SBV. • re APT. �� \` ' � W µ / R ARL ----- s I I 0 . I . II » . a r /!_� _ vmearallo wawi N ❑ \ ❑ ❑ µ W µ W Y f-w� WnF%.Vt. + eQwic�wm.NAvnJ j� r •S a n m QL7�r _ } ELLllllll r DII➢QQII PSG I � } 4 , �-0 rnuelavATtON \�' __ _ ® a • w III 111 I 17I I Lzzri % O _ ___�/ (AIIL�ATk11 (MW NAYDJ _ au NAVDJ AVe.tla CA.AlII } '�' - AW FACADE CALC"TIOIB AQve�nwpe ra.ow eaV. • rMr4' NAVDJ TOTAL AMA 4 rACAO. tL.L Ax : • •'�' errs =AL,�..aar. >aw PROPOSED EAST ELEVATION SCALE = 9i16' - T-q -- WJly. • sue.• AIr. } h Pm ROGPe.Msu n .� �aev.. x-r Arr. �Wwar asv. •are Arr. --- r 'r �6E�•%. �Arr. � � a a� LAea RXr MAIYM �• R"A. etVAt10N A, (A. `]OIW) �Y' .y-. -re e1'IL r•.O' NAVDJ y LATea.T DANOM ]' W.W i W PW U8=rl N wL00N 0'L slUoeo GANON} (Lw 6 4• W.W a'P rROA� .BDGW)-PA wImp .• L.OQW ftc rOfa rmmll PFWMKO.NTWAC WPV ." WTLXRtla APPROVAL CCNT 400=%AT PAN= wDOfN./a000.ANDM (A#. M, TTrrrAL AT ALL D000 AID WONr-RarOP PCII I0r eWAI. GM ® AUK Nlw(01 Dd.'aa. (Gaa n.rfD - W La..M OR 00AA4- W M I'"AG7 RWW.Yir MO O.PmT W ALL DAPI COWiT rrA= AID aM 0TCLNO TOM* rliW!•e(I► O0N7%hCWR M rROVCIT CEPUrC ATO Q -t LUMM f -%- BM DCR r+a••• • CMIRIGTO(a TO rw. "M=Ir011 WR.WN w pl.l •! .' "j. r.OMb 00rrea wmm am D6.O.ATIVa LMO.R CcptL=m mA0. AWN DCORAt1V1 want iWNW W / O.IOQI.1- 4• ROMO DOR.rCM - PAN"VW w-mm &AL. IIC. Gfa e0Y1. ©rpw" OUT RAfIW to DneR ROCr IWIRRQ. A.MT 'VLocrrr rrw= F'f.00lk:ir, a. 0=4L ALJft L MDOaW Q W TLW W WLACM lO M MPAGT P7lI.TAW AND CTPLT W ALL DAM 0W►IIT fT'IA.T AID wD GTCLl1. i1'AITM R"w'm'wrLL oOf(I.AGIDR-rR "cvgn ma "MAN, fTl-A - (COLaR - of W) - OR BOLAL (Veal W G1w.1 © Iui p I M 111II,NIp TOrr-77 uv.. are APT. 1 LPI•W! R)Lr MAIaNa Im(T Tar m a ILOOR uNOau 1 eau. e.ev.. re Art. wD i K ]. ❑��❑ A " ❑ �❑ ; mradwawrtaaaj♦ Y s m A R '2V NO CtVL Y ... n L a } // iKL'. mmw- xxv. NOM FACADE CALCU AMOM 1 AL ALWAW PAGAGO NNM TOTAL ALMA M WF'e1w M ALr TOTAL Gre.D covmvW. to / µ% • ..W' PROPOSED NORTH ELEVATION WALE = 31W - T-W ♦'e W . (aAw NA TAT'11b IWd � .OL�C:1LL)ON CIGGC'IV.WM ® ❑ FPVVM ��AGTG IXM� NON& L RW1e Wf QH♦[/ NTMIAM DWNNwa pfam w M.44M Om�.W w DOtMWQOP.("m rRbHrtllo•.. ❑ PLrA CL M'A'KOrM CAP 9�-TYrS1CWIN KOPID fTtrICALA - CNTRACW a TW VNP Y W MAIUM DOCK MAN.P. PRWPM CLVAAW1m MOYfG9 TOR APPLED fI1Rr Dom W* V k boML• .Wmm Tw1 faR er1AL)IIOR .M IaOCr IRNI Raa.16T-Ir Q.OWi IQI rO.fIM � oI.AfLAaI - OLOR ML oOatR. To ILAV! I.L ] l.AteW OLIDOOR N10ael W oeWga.1M IOALL W Y . V DOMf.W coaw AGC>•(T OMO, r > r AID.• .. L'igYTM vaMfG O)LT - \!W 1- W OYwa / MW.QI Owtllll - M(IRAGTCYa W rR'& NIC!' DUML MR APrRaVAL g] SaOC AlAl11 ALCNf a'D ROCK A ROCr ClsaWi. M M F'I.T1Cim W'..fA I.0iOr10' WALL DCq AL Uf* W KADK al OR NaL Mrnb ALL NOOT.MK di.MM14A➢.•ALfWfAM DOwWWO .IOiOIN /t0.� 1'LL! A 0Jw •A• K'Off9 (:M .IMT-MJ-NOt., ATCGlD R00R AOOC.IALL.M Ra.IklMl.µ1A W .AOawa 1WAD, fMOT WAW AND AGaD..OAw.-ALL MA1eW/1. TDMAPrRO.19 AID PVa M Na0 eW .M DWAL ON FLUV N. M - Im6 fm ® ADLOOATICI! TO M CW00NATW WODwa(NOI6 ALL T..CA ga.afAL - M rM ILNP @WC1 �.A MCLN IMYe KMNf O/ fPKA ROOTRP NN'ALLID M PM KA(A.1AGRf Wf (rNmA -POI. FMCM GfLT - .NOCW RGOa r00l. / mmAc . To RBm Now µ' . K• OaigWR CaL{ffr W �' ]- -WT. r1ODIN.IICOo . YW. MOM"TM RAND WCWM1I.N000 OAMM OVea MAR'AM OOgw AID ALL I'ORT1 ol'MI.L 1tOP GMT9.'7OCRO eI'NtA•OR.OIAL-TT►AIA)tl C(U�IL Ywa wOINra/NTWWga DIW(Wwt r a. O.Cq.AT1V1 ALM IFO" (JOW) W t..(. LIP. WO.I - rA =PNW/AINI.p .BYJCO DANOM AT Tor MD evnta•I aR WWLAL -.M.rp RAL DIWNaL LATWa r Nr. W r rra Acno A MDDLa L.ATLR r NL W Ij• AND ❑ D=leOGa IIUCL"O W MOI D A NK re eNL W �' aAAAGa OTR • ertfW rewalMl PWLDWa COA1M FWAM - M P W 'JO OI.L~AL VWN DIK.IO'oR aaLAL ® Y• .AlllleocM UDalel �L - WCT-N R eA1WWC1a alY1- CR.aµl -HST ❑ ...= ®El Till. JOrT W NiW� Oe�oRATVE T1d ftl i'� (rANIeO) - Me s}R1GT. oWfM Ito Ml IS tl rrCLwotlo/ OOIT. LA.TWa r W..W r rIAMGTON - Fw - ORAL CaR l W M.. V CCrP'Wa OA' mxw • ALL iWW.ALM / ❑ efl.r TTFa RDCCI.IAML M 01"eaAOL.IIarH M ii. N.LL! WtIlO1r M uw ar TOaLA AIO rRW.tQ A .� ALL noon . Y T W-4L r M . IWEM ID M 4RAFrm W 1KA TWA OR eD. Twl - MTLT Wa6D ❑ r' . r x-OL - liML NeLLAtea RcoD ve(r OT MYAIaf 36. I AT WA" •w' - fALP. NCYOW. TT.W ORAI. CLrI'fOt R..Arw . TOr Q ALL TfaLr LL P ftj* 1.6L1. - CO1aR W.I.1WfI[3 M PItT•Of AIT. I'100• lga NJIWr ©OY.LgwL CL.M QNOCr NOI l.N 1MMlar W%M MO '..CWLD(wbYa}K.Y111'Qe1Wlgaan Mg 4 P2 tN WXDzm*WAt*LrATM MEWROMMALL COAT POW (C LOPt ( CAiIfWY(CCtaRa.iR(fWALLMPWatV1r".PC.)- ].] w CLOARnD.AR NJeWW . WOG. PAW=Tr. AT 16. ALL Allft OR. DOOR 11.AMOAL I WIDW N.L. To �wTN LLi fIOR.AMAM.OTfQI OrM OI'NY.ILWLM NOT IOIW TNW M' Rp1 M MNI NLOOa LarL Nqa N.TALLm M 'N[A' "T ft A TOtALAM NI ND1e AMK WM] W etl. NAVNaA1WrA1 AMA NDT UJL. THAIIQW NNLiIreIOK �. M TWtLr I rl 4 WKMLd PRr Qa EQUAL ICQl6 TNlWlO.p/ BILALL ANI'rMM?M q'e.AlM M.OLW.IMM I'et ILW/. SlC7 MOI!A.L Cg1IRIGTGR lO llOE.T V1pLlIOi 1a.r OT NU.AID as N NOAM roivr M DarWwd N7A.4II.AoI WCiolm rS.MYa.'WOOaA]M QLDIIOR-P4WIp-.%'OG Rl M. pwoo CY.G.LL M1-All F TO NAV. 1. 2 aD -L ANCNORC M � fY.0 M Pea FT.CO{CT AN'ROVAL PLAClO NMI'. 11AW WRCMMPN RC'0t CloOa M ALJK MAT. WT'JC CT.LMflt(AL .a011 aIOIWC NG' OR W(A (Ca{ga W..ICJO - N016 MATd /O M.eR IIWAR Mr0(W (N N W W N LCJTIOI TOM wN.Wa4 A4 � 001LR (11Ofi Nls.. MWr M11LV NMp.NT AND GRAM mAI MM 6MM 11GL0 edvATlOtr1 �T � 2-0OATW WIOOIN I.IDOO A.WANMCTYr TA�kM� RW® TRM (Q !00(N CiiY. (>m.Ala TORT TYI(fm)7 Po CIM C.LM 1'L.AN /gILATOJT. ®ALL AJVW= A~ M 9MM rAVlw' W SMT WT •A(.TrT10 RNeA'OIt BOW-NON4LPFAAWW WNLWW C(L..11.RP I.AtDill.laOWtl MA1. ?fll M' NTJ WLATO/IOCATLO AMl[r M'NT. AWOA jOI QI A 00RRYIM eAOt'Mfq.DA n.00I M)rNM WNOCV RtIReW fW Blr. R'YDe. C4T CORM rOL CO(Tea DRP 6•M W OOfI. PT 1. ] W Cca(T. a . 4 FME F � L'OM ATMOIIIea eJM.OGX tOMMOMTOVea m' Lk= "TW!'I. M Gan oW K %KA.MTD MIU Ore1MMOITa140 DfWCI1W <TTRP x- rw7vm. aDr owMWir Ncw APPROVM_ 4D ALL arfxoNAAOew TO NAV.AML? 31 r CLaAPAM= nCM Ctallw AND M Rcw taRn ® R.NI-WGIL.a.l.br/W ALL OWl'WMID a0.6f10N AID ] x .PAMM . IWM.It M PROICT N RCM o"N3 a..OKL WOOIN CLC -OY1t.O. TiMW a. WS (MO.AIf M r 004M I R IW WOR pmw DOOR w W %W"ILM DWwe 1L"- WANffl (W.e.L*iw � TW Fauvp wOr ORAm "s iT)I. wwa IJ..Wea APPROVALL OO TRACORi IM A POLYMR H-PW NCN eRaPdM.W Ct MO as tI.AwT MIaaT: ® Elf lY7Sl W OAIwU N IRALLM eT VOYTAL Elf q F'Iv.•w CMTGAT. Q mTlw1C• OtflOOga CO.e.D Mib to NAM TMM/IOl'I Q DAatIM tCIM1I'OfQ®P W.IIIT rMf.aGWl P4' RW� 440M r WAF rnMCAL AI.afD ®.M 1C1Y1CAL DRYNN Pql QIIDOCII IohalN W A L - rRwp NOr DIW.I.Itaa .CIM(.QJnLM OR.OMU NRALLM M rw IyI.P. eLff W .11.LCTfa O.WW.r VMf sTAOC SWCNCAT120 - M "aLAL fCNIRAOTOIa M PF17A t eDr Y ® D.CORI.W ATr POMW wfaotN A1nmD eM0 AT TOP M PF MR AT ALA GM TAM PRI WAJOC WALLL w m 3 0 K tl U Z ATWtect, pkfww end DOWWW U AA-2 w 10/5 Ent AWrdk Aw. Suft 303 = Dalmy Bach. Floddo 33483 U TEL 561-278-6011 W FAX 561-276-6129 6Um FOR BIDS PERMrr 00NSrRUC710N PROJECT TfRE SINGLE FAMILY RESIDENCE Q 3420 GULFSTREAM RD GULF STREAM, FL 1NLI CUEM APPROVAL wRENSIONS Qm L W�rtDY+go1f YLD](fATW'AT Cx N -pOgl 1 'V J a Z of U w x U Q w U FILE NUMBER W 51OA300 DRAWM TM.E 'PROPOSED ELEVATIONS Z W U O DATE DRAWN BY a 06.21.21 I JH 1R JOB NUMBER 20210510 DRAWM NUMBER A3.00 NOTES Do Nor er/ie oRAirel z F@l0 VH�Y ALL OrEeiaml ' P ANY DeeOer`A1LT YL DRbM]a re¢ aeeRsa Norm 4 All AR•A CALCLLAtkatl APE MPI® LKNT FU n JRE3 (BY TROY UGHRNO OR Ei011AU OTROT LYimNG YJJpiOLL PATK' OARAde, ]n'1sx xeca�. ®iMT LaHTI1L' 'CAFOi0.1 PARC OJIDOCR WALL eCONLFA eoverraFm Wu.. uDx x avrz. ®T1'mY LY•Im1G 'c/.lae011 twat• OUIDOOI WXL KGNL£6 PAW LEGEND M. HOleE N)(ITIa. RDx z iY Au LDHrtnTlrea ro D! ArHehID er nrEe / aI�eID.R, LneRDlt vPAloee • Au. DRALTA ro eE anANED J Pfdt®b F9t DHU.YDI tq'TE P_1 6LACEeeeR OCSI nuH elm a RuePwAeowlreleoRr eru® <GAaA>E vOlae rD Fps Dmw wine rut iRe ROOF 4 NAOC (pFLgWTVe RALN-A .N1r4Y1 DIIR9e. AtD wrzv D r1alE fOCtale ND e]Dow NOID AL.00.M AI! Ip{ PIOCtY rl]acXm cxr, axlRreroe ro mr'mE exnm rcR ODSIIITIVVAL (,ed NAVDJ AVERK# GROIN ELEV. • !'-a DPf. EJ.EV. •fait' NAVDJ WM PRESSURES WPS,FEXTERIOR DOORS,yy COMPONENTS ZCCL1AdiVo TRBUrARr AREA m ZONE (4) Zc*E (a) (U r0lITIYE f-)NOWT! fJrOJRA1 fJNBWTAE Irom eu -eie eu a!I arom sE an 4E rae HroDo 4i] -0ei su as> a ro ee av -b] m mi N rose ai sm 4u nH! ! D cep®se.wrvocwwuawlunN nr sat arc CCR 4 RDDI1i ALL OeE]IOOVb1e MC L9e®b NE4 EXTERIOR STUCCO: MLTAL uTH AFTLIUTIRL L A Y DORA COAT YrIN e1lFlQIXT PJaeeV/a TO ICEY Yell NTO uM T2OJ8 AFTER NRIAL eei AND eCRATCN TO IeOYrlll Gee°aCE 2 APr+LY CIYAH GOAT ARR eCRATON ld.T HAD DET PIR'I ANp NArm AND NAe D®( DIR.UGIR@fD TO A tM.l' DRKE w1fILLT n! ILe Q ADpRKILLL UMiPR LEAK PlAaH TO RECEIVE fWeH COAT. 3. OMFDI GROIN GOAL EVBLY PRIOR TO APTLIGTkaI Q rweH GOAL. MF1T PIrE6N aAt 4O DRNG FNlell COAT TO A TRL, EYEN dePACE, PPIIM® AD APPROV® DY OwER t T A []1 COAT WOIK (QV MADC1aeYA APPLY Len (L DTIICOO TO CIE At0 MADC!!lT IlaD OTAL THNaQaee, RVC-CYliT1e feAM rY7.1 r1INr11']rL (!) COAT WOpC (CH unu APTLY naafi (!J COAT 6TIYl4 TO METAL LATE TOTAL (V NCH NC AREAn TOTAL n11OOffDD. FhE-EaHTe (eb1 IY)1 MNe1K i. RN DWP GR�e H eIVCfD. rTmvme IaH DraP GRDTFe N DIIBeJOR DwRIMT KADe ANO EXTEdgt WrmWI NEApn t ALL enrco HEdOFJaD, ✓>6.Le AND DNONG t0 DE FTaTAD® WRH A MN VD' etoFe FOR PFmPER OKDDN] OP RAH WATER a ALL HmPe mAJm ewu. ee QLJ.anarT NI.CPE rove wTN �J.LrsonM ere PEe NetraJTlaE Aro .w[®® rew ePecwunam FCTe R7cT'e. exrDaOl®wrH Hrar R-VwJrn cru.croAn ere NNWAna+eem.mrn 4 I/+PLY EIErFOAR'I F'RJi£DDkTW. FOAI-I DEALANT. TO FORt A p1RADlP AARDY WATpe REDNlTANT. Q¢gq�,�P,�N[PRIIL-Qp}, MD ESitC®(RY. TO 4LL MATERIALD P£R ePECPICAnIab AND MCT�Da b. APPLY ePRATADLE wteTlWlg PLAeTOrER COATNG U1GeeNl- POR A TOYDI MEMeDM E e CUT lewwea QI YuaElaKJe ♦ HGFIT OIFMLEPMTAT PIC)IeT>S Arn tc1OzeNN REDbTwlr FNIeH ro REOWRED. ELEVATIONS NOTES WEST FACADE CALCULA'nO TOTAL .yaA Q ML.W]E tle! e.F TOTAL AREA Q OI'BJrYae. Me M TOTAL DrD,.aa 4e> / ee! ..li3 3 PROPOSED WEST ELEVATION earn SCALE: 3/16' - T-0' __- TOP OP RroIE ELev. • ]e•-e• APP. v F4x [az� ecAprt(G Kafir Tw• W m FLoo[a T - e rap of m FLOOR eTRlcTua � elev. • v-a Arr. ILLDR la]OP OEAIaNG P eLev. • Nr-a APP. _ _ rap rs GROAm iLaOR uA'moJe J• i TCP Q GAOAm FLOOR calgare BLAB A, y etEv.. a eLay. • rasa NAVDJ eEe cJVR DRv]e � ELEV. - ___� ELN •Ta NAVD __ ________- Fd'V eLeVaTkN AE ZLHFJ (,i0 NAVDJ AVeRe CAOIN ELM. • -e'-D• DPP. D2V. • (aia• ruvnJ TOP OF RbV£ }• uPrere roof eleAxrJo KaNr WTmOOD DJsv. • ]ae art. TOr Q m RNR eTRICTu� ELeV. • tl•-a .vr. � LOWFRI FDEAf>!Ya IEYiIT . TOP OP GRaiD FLLOR elev. • e'=a ArrArr. rot Q raaolNo rLooR GOYtQiC eL.ID ELCV. • a-0' APT. ELEV.. l•IOO' NAVDJ Y eta CIVR DfaYd PJlL. MN eLeV. / ELM. •' I'-0' DPP. Y __� BEV.•ta NAVD ELEV. • -]'-e' err. Y [Ka NAVDJ AKW1Ge cldOorl D.ev. • ♦'-a err. ELEV.•[aiH'NAVDJ W 41 d uz ArcNtect,•Pleim9r andDesigrw AA-26002044 yW.. 1045 Eaet Atlantie Ave. Suite 303 = Delrvy Bevch, Fledd> 73{8T TEU 561-278-So 1 FAX: 567-276-6129 Q ISSUED FOR BIDS PERMIT CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE Q 3420 GULFSTREAM RD. ° GULF STREAM, FL W CL1ENf APPROVAL uI REVISIONS Q V) S J J Q V AIS 19 2021 Q Town c# Gulf Stream, FL PLAT PR09Le NTeRmcn cctJG roo THE mMDA D• Put nL.EN, NaGeTroOoTJHJ O' VYERA D XHOTL2M r]J LAYER eTEP Hu D unra, ]' HT.❑ enrre aMmraG- rLOueR Dom {• aralaleeoc...eticaTTtlaorlT•OOTH © ACOLLMalY,eWlaNaO=nCDTGCALlReGmAermDaPOTR'ADT AraTffroTMrGeeRr�DALIoBe 1EMn 70. aoRJ.[ E^X,T•E,]aGOwRlDraOaOGRe• DI 1u1lproC,Ccv'We AroI' wHAFKR4'e!IKAfLEX •eo' 76. FeD¢OIeeLaE!CITwecPAEC1a DR(rativlrEa.]eALMLaFeIXA[LIFL EeDJrmTO nDgEe aLPaPHI�rN.GED eOe Ii a aIOnTCoJeE1KreWK/RJNst.aeYeQ,rw e! HmeArJz�unTe x'THToiLEREIeDOaORlaOcelRe-e/YD e(N¢OTIEzxALrL PGL4AtlNOP0O'TRe eTMORITW-uKr aMNrla]�uT trecTlee Pe'Ot'DIoInoKrH DMOROARPLICEODE - )W- FILE NUMBERHVw4 R• T groTQlD - TWlATE Re•AIDa FmELTT O 1 FW-510A301 QK JDELDOKATH1 NTLL (TTPJ MOIF ALL NR! TO W1K MRDFED CAPDI pyN ,YkMi AIL' ta1POe11E TWM rqi' a"a1AeLIDFgt 7L BEE R?Lr F1.N! NR DWLr-LP CIaOQT rO11 POemVB ORAPU.'2 - RbIC ALL CIEO2ID TO HAK MN ] LAYERL OVIDCI�Ie e110Y1R WI OCOORAT- 0411 UE {• x s' DQINCAN CpyNq ACLEI(l DMm, r x I' wm ►• z i• DFtORATIK CpadM10 -artTDAa+lAlLI•-eG /D ay ca OWIRdG[OR r0 P10'JVIOE bILP oUl'd POI[ APPM)IAL DLWC wLLLD A1Llb m rLOLR (IPCLT OWd@TD ro DE 47. eK4 NetALL® ❑ a EOORA K O7. D i' HEH Cg1e TA m eI Rw+ce WALL YV rA>e Q -W. ❑ DLALK EDP.1111DE1a COAT P> W uV COK. 4' pECOAAnSE Rwem D'100M 6nnC0 DwaJe1G DYaR eD. FG L 4T d L DOLAn A D WPON6 DLOPED FOR DECORAThE KR ClL Pw@ e d EM. VIDE O E w1 NORIDLNIAL CViD TO DE MADE . {D CEGIaE DOW WJ® ernorH M=D PLIe A 4Aee'A' MWE CM D4t$T - MJ -NOTES ewO PLODR OL=X WALED TO THE 6HOe@t W[1L eV HlOuele HEAD. ROOT W40H AIm K 2eeOMEe - 41 MAlER1ALe 10 EE N`PROVCD wD PIV Vme FI00E DU [@ DEiwL CN RM'GPY3 [M. -KKR ® ME) LIX:ATIQD M DE OCCYmMAT® YV GVIlJe (NOtE, ALL ppl[OrEO uV'HK.G IaaLiPl�" DT ql EOVAL - AD PER tW1P DPEO'n DRAWING TITLE !'-0• x !'-e' GATPD YL @1001H DTUCCO FweH APo enlGGO OAP ON W W. - P.WRED - FONThE DRANAGE - CGlPRaGlq! TO F%rV¢)E edMPLE FOR A rpy,CL ANpLE), R EM MN Y-a 4Ea4R Q'eKA R .rw WATEICIK)OFNG 6Y •erC.A• OR LOLL - M. ALQYi HDTw.LED Je / MMIPACtVI�D DPECA-"PRIOW' -1 - VERPY UP rAIER / NtERIOR DE91[ADiR DIOLTB] FLOOR PQCIIe / TEFRKEe TO FR+CENe HOpE 0 �; � ,,;a;�;,ro,� A �,q, a PRO POS E D Pff eTwcTUR.+L DRLL'd. �COLO�DIALK)-Wl Db 'Y-C'P�A �OTCLIT CQ'WLYllm]•DOITII• 7B.IDDrJWI'I�HT�.4L R DEB] %•umv.e-ems LIDURr DELIDR WLLL-DIRT-N ixe�9{DI�AR TYYe1W4D De00RATIK TALL. PM�NI Q?LOIALLPWVIDrDEe Ef10PLlE a (M° FNtI�PEARETAERMAN''-0'�� ouTDOCR DAPEEDIe caw. - oR eaw, -VERPr W' NrErz 44. [rANrcw - eas eTRJcr. Dunn POR Au uEmv+ caaecrloNe ❑ ELEVATIONS DRNwYd / eN'RE DT •x >n'rJ olaJaE+rAl woRc• ae ealnl A(CLOUMIDRIRH RQAIPLAHIILi YNV E%DP' PTOI IPDbFR@CTOD AeTP CLAEDCOORTTTOKP RaA�ltla cwTRaeroR to ProvloE cersrxeeAre a CCM'S.IAHCe rMJ - eFP DOOR eaEDULE PaHteo - Bee DEraR. � PGR'Jfe TTFV WPOOW elLul ee RaT] ne '� DOOM I uexW CpaOlD, VmR'n 1 JAPE° TO DE 7g '• 4' x e' eCDTEI_ E• Db e-!�b AeT1NPL@AaTP®EiEiLROIWODILY8-1ET eDlY. P'eCYUMD@R 3 (rTP. uv coHT. COPf'QAFLAWrG . roP of ALL TFm.11e rTEIl•1E1lJDPe-A G-OcLoOrRlnWaaNc}Ero]. R TO PRD.xOE ALT. PRICE FOR ALIrtNlT rZ -AAFNCeWOI TO W. DM pLOOC PAenK! Q 4' DPK•$ rDOROM PAIL MAX ]' Arr. - Burr (eT 60ED Nm OeeaN tvnJMetge TO rrmvrce PRCE FOR EMlla PODS lb RFLEM1E i' IL1LP roum COPPER CIDTERe YrIH DEGOPAnVe � CQVT IWx {• C - 4F.LR OPBSFY Q NOf LEee nf]II7D' W/ ]4M. Atm nt eo. R-AREA TK DOTTQM 6 TK OPQUNG eNALL DE rorrAReJr iW evEA9.Abi M@EPAK' OR EG 0�9t KL eR7Cn q)pCD tlY A MN e' AT TFE NTI! R RIDE M ALL Opp,paD MD D' QN TK FACE (i ALL TK OrBIrY-0 COAT RNIEN (COLOR W1RL f WT.6LL Ae I'ER MNiP. ePEDEJ - i AT GAJUlE ARFAMOtF A MN Q ] OPPNN'A ] ] e{s CLEAR LLEAR aLgPET e . tl' OL - P.- RYP. AT '�. wy TRELLID LCrATIOIeI W j M} [TmV6'iL DRALLeY< AL eAFE1Y / ewrlEJ. DT'x ORWBITAL mCW YLJRC NG' OR LEADDa eewuerwe rEAoe -lW'D! DECOpATNE fArtreR ALL ALUM IXT. DIX. i t11REeI1CLDD t LLOIOOU NLLE t0 DE !ei N'eKwLEJr Prat' OR EGNL r CONC. nlaeFlOLD/ NOt 1101� tIWN H' PW1Y nE PMbN {LOOIa LeVCL NLR DHALL ANY PART Q tK OP£RATNG FECIWIIIDY DE . Me1N1®b PE! MANP'. EPEOM DY 'DKA' OR EO. - lmtE. - "-A----- NAVOY+ A TOTAL AraA NOI LEEe TWW GE (V N61 PER Q8 N blYlla FCOt CN DRE]oEtR BIDED 6 EACH ENCLODED P.T. DIE 4• x i' DECORATIVE WfRC4"�R -PANTED- • ]4' OL L% EOW_ DALLCNY RARHD Ai MtlIR DALLOIO' TO DE %' NaN MAX TO PlLT M 1OW OP </1P DtrRwN KaNT REOV111Et@Ifn H4Y>a!D / ERAdQTe1- 4' ROtlD DOV(ePOPe - RANMKIe f/lfteR eYeTOi CON4 eRl PLACED HaKR TWYI ea' 1%]Y 11E PN fi001e MA -.A TOR TO ICOtCaT '.COKe1Qi tEDt' DY eN(A Ym OR Iy AIaA ALL oreone DW1L DE OC N RVr ADP2 ADIACpIT eTwcTIDWLLY At 1a PN!-FN IWT TR1DD (Off INOTE. ALL EXTEIaOR RARITY! etV LL Cq'PLT uu PDL. >mJ0 eDmCN1 NG OR EOIAL- PlmVme qLK art 1LAD11rU TO ONERT ROcr WATER ROU AWAY ALL uRmOID r0 4fAK I x P.T. YD d1CKD ANC4mIffD To F1' CONO Ae PER I°IaOgX.'T w+%VAL 74. ❑ pECGpAnK ALLrt wre DY •x OR1p1pJfAL IR'N LLtJfeC BIG' Ge D]. (telQe OLAdO - NOTG OAtee M a DHP- ADOrEDe NrmElaD I LCGAnON TD DE eELELTED DT ® ORaDC . DELOL it! OAK ROVD ELEVAnRIe). 3T. ]-COAT Db' eMoon( OnIfLO FHroN PAHTCD M. ❑ -.A eTR1C1URAL OAiYRY!) Alm Ur"PORT ON A FN® ]' z s• T / G INKWIJ el'100TH rJ.eAle CepAR eaRr <PAN[EDJ -eEe RERECTIVE Ceara; FOIL DATE DRAWN By `D U621.21 JH I ALttt IL FRQ'1- ALL fOlaOlD TO RCCLNE rose PAKRD' t]Deer CLOePY;. eeP LATOiNo LODc]'!] G•re OIN b' MJ OYrela (NOTE, Nr'GFlae rleT K MK {• N Kant Alm ON A CCNlRM11TY• DACKCiY.TrnA rvN uraur. M,02 ] ££ Q Y!J' CADEMBIi FD® fDf£ MEwe O EG1SDe) WHDWb EV lJ]e C Gl.Aee (ALEM FR4E COLOR - UHffE) TO DE ETAT Id DT'ARPDTN: PAVEpD' OR ECUAL NON-0LT LLV ea.ue W/ urw LOCATm A MN OF 6{' HT. ADO>E DOTt. OF GAre) cPDi N tK OINWm DIIaTKH (TIP. Q 21, NOIP w.L ILICWI IYADFTe TO VLAK A MN CP DECOR ALItIIRr1 Wroau eumeRe leV ldP. PNDER COAT 1RIbH - O0.OR EI.bG YE ALL GRYZAL® CGilICTION Mm COAT. ernPele DRIP EP(d ov CY)NT. P.T.1.2 a1 GRO. x s 4T. gTpplH CLEAR ®,sA{ FbC4 -FAMED. ~ JOB NUMBER ReerorANr wa caTLr uvAu. DADE cOltJfr RIPAT Arm WND OYCLra! TEDTN3 REGI>®•e9iTD C.OrrT1GDTCR TO PRT1pl.• wLaclm rPaT PROpIJCro', oR eouA1 Ai lr NJDNG DDolee I7 W/ LOW C' rJLKYa - TO TMPAOT F@DIGTANT Arn CaTRY W/ mOE Al ne anele ett>t Dear ro rz sneer o.Ee Jm• LfOlE uuaErBROIrNG oN rra; DFflC •eNataeTlc NDOVIDE euor DRwuNt! roR AJ•r4byAl 3L e• Maa•I CDILNGe wn oR rocP eaPrre rOVLFMA�iex ] x DPACt7b . rEaR FOR FAOTEGRON Front EWRDea ae En •, CCN1 RAetoR r0 FR7NDE e410P OAAORLY FOR GWER d1 20210510 CERtHCAre 6 Ca•PtAYYP (TTP1 ALL DADS CQMY r'R'.10T AND eD0 LYG>G 1COTeaE ��• OR FA lRE6 eAMPLe FOR Ow&R / NTERIOR P ![ DOOR TO DE •eaNAT41a DCY�i NG'- 6TArm 2-2'_ _ ! TPiT0.eECGIO ® fE4EFB8(ie. CONTRACTOR TO f'p0.'IDE CERtriCAre 6 ae oEeY1tR Arr1m CQITINGTOR t0 UeE A fCLYMER MW R9ED, NOl BKDfEb.EJa'F 1'IdJeEi OR TNNeET GROR. MYYXWiY (KRFI' WI 011(ER) 1 NDTALLED DY'COADtAL elrPLr OR EO. Provne GElefrlCAre OP CO'RWJfP ' I�OTMn AmNce MR OUTDOOR Ga•Etsn AT10 TO HAK TeLViTLM 37. I IY' RweeD eYbOTN DTDCCO eAee, 11'PIC.AL APa.TaJo ❑ eNtIIE eINJCTUFDL DRAWING NUMBER FLa're IrDE�IDE F�.CD4'na1 1 0J ( R!' EOLLL tvERIPY eV dDptA O�OWLDT fCAL DRAYAYi F R MDOOII KItCfB( - d1OP DRAIWJG � >p®1 tlQle - OR E�CCNtR.!•C To-PRO.'I.DE eHOP DRAWNId Ras APrR7vAL.t ® e YAJ® PI]av-.ec -DLwc WetinnrAv DAJm AT roP o 3eO1 A3.01 � LEGEND W EXISTIFl,i TREES TO 5E FEMOVED I + I E 1617Y TREES TO REMAM • EXISTMG PALMS TO REMAM EXI5TING TREE LIST E]2] BOTaKKK� '� p(ISTRYa TFEEB TO BE �LOOATED () NEW LOCATION OF RELOCATED TREES OPROPOSED PALMS OPROPOSES TREES A Paldlum e--aK . Tree 14' 1, x 14' eP," malt) 13 Psld— guaJdvaKauva hm 9' hL x 9' ePr. muIL1 C 0yeyae romamorflara/GLran Palm 15' hL oa. D 89agrw ramarvafrtana/oaai Palm IS' hL oe. E r Iz roebe�IlrRlgey Date Pa Fn T' hL oe, F T--I,a mtappairropl—I Almond Tree 35' h x 35' epr. 10- tlbFi G Mlmusope •J4,,M1mueop T— Ib' ht x S' ep, M" .0* , poor remove project: gebauer residence 3420 gulfstrecm rd. gulf stream, fl. AUS 19 2021 Fown + � d a bodkar 601 n ongress a suite 105—a delray beach, florida 33445 561-276-6311 #LA0000999 sheet title: existing tree plan project number: 11321 date: 7/22/2021 ale. drawn by. Ip sion s: 0 A 0 sheet: NORTH PANDL-� 1 of 3 sheets GENERAL NOTES THE ARCHITECT AND NIB AUTHORIZED REPREBENTATIVEB AND AGENTS SHALL HAVE ACCESS TO AND BE PERMMED TO INSPECT ALL WOFK MATERIALS AND OTHER IELEVANT DATA AND RECOFAS WHEREVER THEY ARE N PFEPARATICN AND PROGRESS YAgTN REQUESTED, THE CONTRACTOR SHALL RIR418H DUPLICATE COGIEB OF THE AFOREMENTIONED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO DC-EDITIOJBLY COORDINATE ALL PHASES OF THE BOW TO OBTAIN THE END RESULT WITHIN • THE FULL FUR'OSE AND INTENT O THE CIZAWAY� FOR THE PROJECT. ANY 018CR'cT'ANCIES N THE CONSTRUCTION OCGU'ETIT DRAWINGS OR SPECIFICATIONS SHALL 15E BROUGHT TO THE ARCHITECT'S / CONTRACTORS ATTENTION PRIOR TO COMMENCEMENT OF WOW, OR CON617aCtION, 60 THAT CORRECTIVE MEASURES MAY BE TAKEN ANT LNFOREBEJ:N COIJDITCNB N FIELD AFFECTING THE DESIGN r CONCEPT OF THE BUILDING, OR THAT ARE N CONFLICT W W THE DRAWINGS SHALL BE BROYaHT TO THE ARCHITECT'S ATT04TIOl ALL CONSTRICTION SHALL BE N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2=0 EDITION AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL RULES, IadJULATIONB AND ORDNANCE& ALL WORK DOPE UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR 16 TO BE DOPE IN A FEAT AND WORQIANLIKE MAKER THE CAERA_ CONTRACTOR SHALL VERIFY ALL OMM61ONS AID CONDITIONS IN THE FIELD, AND SHALL COORDINATE WOW OR CCNSTR)CTICN BETIIEETN TRADES THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT ON (6) PRINTS OF DETAL SHOP DRAWINGS OF ALL APPLICABLE CONSTRUCTION SUCH DRAUNGB WALL SHOW THE DESIGN, DR'ENSICNB, CONNECTIONS AND OTHER DETAILS NECESSARY TO MERE THAT THEY ACCURATELY NTEWFIST THE PRAWNS& THE CONTRACTOR WILL RETAN RESPONSIBILITY FOR FURNISHING, THE MATERIALS. APPARATUS, DEVICES, ETC Or PROPER DIMENSION, SIZE QUANTITY, AHD QUALITY AS SHOWN ON THE DRAWNG6. AND THE ROPOABISILFTY FOR ANY ERRORS OF THE SHOP DRAWING. ALLOW TWO WEE K5 FOR REVIEW TIME. PROVIDE 3-141' BATT SOUND NBULATIO I AT INTERIOR WA18 _ BATHROOMS, BEDROOMS, LAUNDRY IWCr% ETC- VERIFY W OWNER ON INTERIOR WWLLS TO RECEIVE (V ADDITIONAL LAYER OF VZ' BOND BOAR HOMABOTE OR EQI.AL THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRICTION THE CONTRACTOR IS EXPECTED TO FLMIB14 ALL ITEMS FOR A COPLETE ELECTRICAL, MECHANICAL, PLUMBING AND TELEPHONE SYSTEM AND MEET ALL REQIIRS MEMO NECESSARY FOR EGUIPMFNT TO BE PLACED IN PROPER WORKING, ORDER IN CONFORMANCE WITH LOCAL STANDARDS AND APPLICABLE CODES HAVING JURISDICTION DMENSIONS INDICATED ON THE PLAID ARE FROM FACE OF FINISH WALL VERIFY ALL DR ENSIONB IN FIELD PRIOR TO BEGINNING WORK. USE FIGURED ORL ONLY, DO NOT SCALE DRAWL& DO NOT DEVIATE FROM THE WRITTEN DIM MORE TAM I' UIRHOUT WRITTEN PERMISSION FROM THE ARCHITECT. DEVIATION 16 NOT PERMITTED WHERE 'CLEAR' OR -HOLD' DIMENSIONS ARE INDICATED NOTFT ASNRECR OF ANY DRMENBICNAL DISCREPANCIES N THE PLANS OR SPECS. THE INTERPRETATION OF DRAWINGS, SPECIFICATIONS, OR OTHER BIDDING DOQ IE14M SHALL NOT BE MADE VERBALLY TO 7VE BIDDER IF THE BIDDER IB IN DOUBT AS TO THE MEANING O ANY DISCREPANCIES OR CONFLICT WERE IN. THE BIDDER BFHALL TELEPHONE OR SUBMIT IN WRITING TO THE ARCHITECT A F -42ZST FOR INTERPRETATION. N THE EVENT THAT THE BIDDER IS DEMANDED TO HAVE ESTIMATED, THEN THE MOST EXPIMONE WAY O PERFORMING THE WOW SHALL TAKE PRECEDENCE. THESE DOCMENTS, A0 RISTR VENTS O SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXI-REBBID PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION O ALL TRADES. THE CONTRACTOR SHAM PROVIDE ALL ELEMENTS O ALL SYSTEMS 60 THAT THEY ARE COMPLETE AND FILLY FU4CTCNNGs (EXCEPT AS NOTED HERENIX DO NOT SCALE THE DRAWINGS. ALL AREA CALCULATIONS ARE APPR I TE FIELD VERIFY ALL DR ENBIONS. ALL INTERIOR FINISHES TO BE SUPPLIED BY CONTRACTOR AND APPROVED BY THE CONTRACTOR SHALL PROVIDE THE GINNER/ ARCHITECT WITH A WOW SCHEDULE AND ANY ANTICIPATED CHANGES THAT MAY OCCUR N T. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWERARCHITECT FOR THE ACTS AND OMISSIONS OF ITS COMPLETION OF THE WORK. NO 8UBSTI1UTIONO SHALL BE MADE WITHOUT U.RITTEN APPROVAL O THE AROUTECT. DETAILS MARMD AS TYPICAL APPLY TO SIMILAR CONDITIONS INCLUDING CONDITIONS NOT MMASWED AD 61MILAR LIND, TYPICAL DETAILS NOT SHOWN BUT NECESSARY FOR COFORMA CE WITH APPLICATION. PROVIDE A WEATHER -RESISTIVE BARRIER AT ALL OPENINGS AND PENETRATION& O THE BUILDING ENVELOPE WATERPROOF ALL WEATHER -EXPOSED SURFACES AND INSTALL ALL THERMAL BARRIERS AS TO FORM A COMPLETE INSULATING 5LANO-7 AROUND THE HEATED AREAS O THE BUILDING- INSULATE ALL HEAT - BEARING PIPES. DUCTS. OR OTHER FIXTURES THAT PENETRATE THE INSULATED BLANKET. INSTALL ALL OTHER WELTER PIPES N A MAKER TO PREVENT FREEZING. (NOTE: ALL PIPES TO BE ANCHORED TO UNDERSIDE O STR,=URAL SLAB 4 HAVE CONT. SLEPVIN G / PROTECTION THROUGHOUT UNDEMAOU D). ALL WOOD N CONTACT WITH CONCRETE OR MASONRY TO BE PRREBBUIE TREATED ALL FETAL FASTENERS. NAILS, AM BOLTS TO BE NOT DIPPED GALVANIZED. FLP61 WG, CRICKETS, DRIPS, ETC TO BE U. OZ COPPER OR SIMILAR MATERIAL TO ROOFING, SYSTEM, PROVIDE FIFE STOPPING AT ROOF, WALLS, AND CEILING AS FEQURD. ELEVATIONS ARE TAKEN FROM AN AeOU ED DATLrI OF 0-0' TOP O CONCRETE GLAD (SD' NAVD. FOR GROUND LEVEL). T14EOE PLANE AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQWRMQNTD OF WE FLORIDA MODEL EN@%Y CODE CONTRACTOR SHALL FAMLIARIZE HR SELF WITH THE GOVERNING CODE IN TB ENTIRETY AND BUILD N ACCORDANCE WITH ALL FROVISICNO OF THIEF CODE WA41GH MAY NOT BE SPECIFICALLY ADDRE85ED ON THE FLANS AND NOTED. - NOTE ALL CEILING PENETRATIONS - LIGHTS, VFMB, ETC TO BE SEALED • EDGES AD PER FLORIDA BUILDING CODE 1020 EDTIOL ALL C158 EXTERIOR BLOCK WALLS TO RECEIVE 'C MEFILL Bmm' BY TAILORED FOAM O FLORIDA 4 ,APPROVED R-TU MICA IOU ATICR WOOD STUD, (METAL- STUDS) WALLS REC EIVE CEIVE R-11 BATT. R-F3 FOR 6' AND B' WALLS NSULATION (NOTE, ROOF TO BE 'CLOSED SYSTEM' USIY, BLOW ON R-ND 'ICYNIENE' NOU-ATION BY 'GALE NSLATION' OR EQUAL TO TIE UNDERSIDE OF ROOF DECK (TYPJ. NOTE ALL 'ICTNE E FOAM' TO BE PROTECTED WITH OC-315 COATING, AD PER MANUFACTURES 6FECFICATIONB A THE FLORDA BUILDING CODE 20I0, THERMAL B4RiER - F C-AUIP'EMT B INSTALLED N ATTIC SPACE INSTALL PVC PLASTER STOPS AROUND PERIMETER OF ALL AREAS WHERE PLASTER ABUT6 OTHER MATERIAL STOPS SHALL BE C418ULLY MITERED AT CORERS. ALL EXTERIOR CORERS AID WINDOW AND DOOR OPENING TO RECEIVE PVC CORER BEAM ! ALL GYPSUM WALLBOARD TO BE &CREW APPLIED A8 PER THE GYPSUM CONSTRICTION WANDBOOIC, LATEST EDITIOL („ NOTESI L DO NOT SCALE DPWUGBI Z. FIELD VERIFY ALL DRMENSION61 3. CONTRACTOR TO VERIFY ALL EXISTING CC DITIONS, AND NOTIFY AREHITECT F ANY DISCREPANCY W/ DRAWGGG. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX THIS DRAIN" 18 NOT FOR CONSTRICTION, IT 11A5 5EIN 155LED FOR CAOVERdiQdTAL REVIEW AND/OR PI;ELIMNARY PRICING SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL PALM BEACH COUNTY, FL APPLICABLE CODES OCCUPANCY CLASSIFICATION 2020 FLORIDA BUILDING CODE GROUP R3 - SINGLE FAMILY 2020 FLORIDA PLUMBING CODE 2020 FLORIDA ELECTRICAL CODE TYPE OF CONSTRUCTION 2020 FLORIDA MECHANICAL CODE TYPE VB UNPROTECTED / UNSPRIN(LERED 5�4EE r scuEC)uLE SHEET NO. SWEET TITLE SHEET NO. SWEET TITLE SHEET NO. SWEET TOLE SURVEY SCALE, 1• . W-m' LANDSCAPE ARCHITECTURAL L-I D(ISTING TREE PLAN SCALE, ALM EXISTING SITE PLAN SCALE, V6'.I'-m' L-Z PLAITING PLAN SCALE, I',Im'-m' AI VI PROPOSED BITE PLAN SCALE: VB'.1'-m' L-3 SPECIFICATIONS, DETAILS, AND NOTES NOT TO SCALE AIOIC PROPOSED SITE PLAN SCALE, P-W-m' (COORDNATIOU L-I ILLUSTRATIVE PLAN SCALE. I-AV-m' A03HP HARDSCAPE PERVIOUS 817E L SCALE V&'.I'-m• L-O ILLUSTRATIVE ELEVATIONS SCALE, IAS•1I'-AP N0M GROUND FLOOR LAAN(DR¢7NBIO) 6CALE, 3/16•.r-m• CIVIL AZEIAN PROPOFLOOR L NOTED) SCALE, 3/16'.P-m' FLOOR PLAN (NOTFDJ 1 O 4 CIVIL SITE IMPROVEMENTS PLAN SCALE. N00 PROPOSED ECICNP 10N/ SCALE 3A6'•1'-m' FLOOR PLAN (DOIEN Z OF4 PAV NG AND DRAINAGE DETAILS NOT TO SCALE NON FROPOSIED FLSECOND J GCALE. 3AW.1'-1' 3 OF 4 GENERAL NOTES NOT TO SCALE NO2 PROPOSED ROOF PLAN SCALE, 3A6'.I'-m' 4 O 4 POLLUTION PEEVE NTICH PLAN SCALES 1':W-m' A3¢ PROPOSED EXTERIOR SCALE. ELEVATIONS 0i PROPOSED EXTERIOR SCALE, 3�•.I'-m' ELEVATIONS r CONTRACTOR SURVEYOR CIVIL ENGINEER LANDSCAPE ARCHITECT ARCHITECTS MOULT ASSOCIATES, INC O'BRIEN, SCATTER & O'BRIEN ENVHRODESIGN ASSOCIATES DAVE BOOKER LANDSCAPE ge architecture, Inc. 601 N. CONGRESS AVE. 955 NW 17 AVE. SUITE K-1 298 PINEAPPLE GROVE WAY ARCHITECTURE/PLANNING, INC 1045 e. atlantic —a. SUITE 109 Delray Beach, FL, 33445 Delray Beach, FL. 33444 601 N. CONGRESS AVE.. defray beach, fl. 33483 .. Delray Beach, FL 99445 SUITE 105-A fl. lic. AA-2800204E DELRAY BEACH, FL 33445 PH. (561) 278-9640 PH, (561) 278-4501 PH. (561) 274-6500 PH. (561) 278-8311 PH. (561) 276-8011 FAX (561) 265-3680 FAX (681) 278-2390 FAX (561) 274-8558 FAX (561) 276-6129 Y_ HEPTACHLOR TECHNICAL CNLOEDME, OR OTHER APPROVED CHEMICALS SHALL BE USED N CONCENTRATIONS AA PER MANUFACTURERS P15LI&4M NSTRICTIOTIO N COMPLIANCE WITH EPA REGU_ATION& (ALL PRODUCTS TO BE NCN-VOW. DRTUNLL PR=ICTB BY GOLD BOND, USG. CELOTEX GEORGIA PACIFIC, MILCOR FRODUCTS ARE ACCEPTABLE ALL UDR' 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 MINMNM INTERFERENCE WITW ROADS, STREETS, WALKS. AD OTHER ADJACENT OCCUPIED OR USED FACILITIES AND DAILY OPERATIONS. OISPCSAL, CONTRACTOR B RESPONSIBLE FOR REMOVAL FROM 817E ALL DEBRI8, R EN31SH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN LLRTTEN APPROVAL OF ARCHITECT FOR 6.I86TTUPON5 MADE N SPECIFIED EQUIPMENT, MATERIALS AD COLOR& THE CONTRACTOR SHALL PROVIDE THE OWffR WITH A WRITTEN GUARANTEE FOR ALL WOW UNDER T14I8 C1>4TRACT FOR A MNR'NM PERIOD O ONE YEAR FROM THE DATE OF ACCEPTANCE BY OVER CORRECTION OF .ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHIARE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WOW WHICH HAS BEEN DAMKffD. REPLACE ANY WOW THAT FALS TO COFORM TO THE DRAWINGS AND DETAIL& CORECi ANY DEFECTS DUE TO FAULTY MATERIALS AND UDRQIAN8141P WHICH APPEAR WITHIN ONE YEAR O OWNER ACCEPTANCE O CONSTRICTION ALL DOMEBT! NOT WATER PIPING SHALL BE N81A.ATED N' THICK FIBERGLASS PIPE INSULATION CONTRACTOR TO PROVIDE DRAWINGS TO TRU60 KANFACTURER MECHWECAL SUBCONTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WORK PENETRATIONS THROUGH THE ENTIRE STRICTURE ALL TRUSSES, A GIRDERS SHALL EE AIC 40FED TO BEARING PARTITIONS, WALLS, AND/OR TIE BEAMS WITH APPROVED ANCHORS. - SEE STRUCTURAL DUGS. ALL EXTERIOR DEPICTED PANT COLORS TO BE SELECTED BY ARCHITECT AND OWEH2 COLORS ON PLANE FOR PRICING PURPOSES ONLY. (PANTING dUBCONTRAGTOR TO PROVIDE PANT OAM'PLE61 ALL INTERIOR DEEP M PANT COLORS TO BE SELECTED BY ARCHITECT AND WEER COLORS ON PLANS FOR PRICING R RPOIIES ONLY (NOTE, ALL PRODUCTS TO BE NON -HOC') NOTE, PRODUCTS BY ANY OF THESE MANFAGTUTERS ARE ACCEPTABLE COATINGS BQLAMN MOOfE, SHERW! WILLIAMS, PITTSBURiH, DEVOE. DUPOHT, 4 PORTER ARE CONSIDERED EQUAL (ALL ARE TO BE NON -VOW CONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PATMENT ALL APPLICABLE GUARANTEES, UWRRdNTIES AND OPERATING MANUALS. PROVIDE MOISTURE RESISTANT GYP&fM WALL BOARD "OLD TOUGH' IN ALL BATHROOM KITCHEN 4 LANDRY RM& ALL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE AND VERIFY EXISTRNG CONDITIONS PRIOR TO SUBMITTING PROPOSALS. VERIFY EXIBTG CONDITIONS COMPLY WITH CURRENT CODE REQUIREMENTS NOTIFY ARCHITECT IN WRITING IF CHANGED ARE NECESSARY. NO EXTRAS WILL BE GUVOL REPORT ANY DISCREPANCIES N THE DOCUMENTS TO THE ARCHITECT PRIOR TO DIMMING FROPMAL - NDTE CONTRACTOR SHALL BE RESPONSIBLE FOR RMGVING ANY AND ALL ABA D UNDER GROUND UTILITIES. PIPES, WIRES TEE ROOTS SEPTIC TANK ETC - PRIOR TO COMPACTN6. SITE IT I8 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ACCESS TO THE SITE WITH OWAER THE CONTRACTOR SHALL OBTAIN AND BEAR THE COOT OF ALL REQUIRED PERMITS. LICENSES AND APPROVALS NECESSARY FOR WE (OM PLETION OF THE ROR K. ALL REQUIRED NBURANCE SHALL BE PROVIDED FOR PROTECTION O OWNER AGAINST PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. THE CONTRACTOR AND BUDCL) JTRKTORS SHALL COORDINATE WTI EACH OTTER TO PRE- T OVERSTEPPING EACH OTHER THE CONTRACTOR SHALL PROVIDE LABOR A MATERIALS NECESSARY TO MAINTAIN CONSTRUCTION OCHNEDIILNNG. THE S8 - CONTRACTOR SHALL BE RESPONSIBLE TO MEET THE SCHEDULE AD PROVIDED AND AGRm TO WITH THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL WORK SOW- BE PEIFOR'ED BY A LICENSED CONTRACTOR N A FIRST CLA85 WKMQMANLIIE MAKER THE COMPLETED SYSTEM SHALL BE RA1Y OPERATIVE ACCEPTANCE BY THE ENGINEER /A CHIITECT MUST BE A C06OITION OF THE CONTRACT BE THE GEN. CONITL CTOR AND OWNER. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING WOR14 MAKE-WWATMOQC UP 6CHEDULRG O ALL TRADES AND WOW (INCLUDING WDRC O OTHERS WHETS NO CONTRACTUAL RELATIONSHIP EXIST). . PRTIDNG BARRICADED, TEMPORARY POWER LIGHTING TELEPHONE MWCEO, ETG AS REQD. TO COMPLETE WORK. TEMPORARY UTILITIES, COMECTIONS AND PAYMENT O ALL UTILITY CHARGES DURRY CONSTRUCTION. - COOR ONATION WITH OWNER OR AGENT OF DELIVERY AND REMMOVAL IF MATERIALS, EQUIPMENT, AD OTHER ITEMS TO / FROM SITE REMOVAL O TRASH AND DEBRIS. PLACE N DESIGNATED CONTAINERS AS DIRECTED BY OVER /AGENT. REMOVE MOVE ALL TRASH FROM PREMISES. _ ISSUE ALL. ADDEND", RREV161ONE AD UPDATES TO SUBCONTRACTORS N A TIMELY MA IA DZ - ALL DRAWW-,S, 6PECIFICATIONS, AND COPIER THEREOF FURNISHED BY TE ARCHITECT ARE AND SHALL REMAIN THE ARCHITECTS PROPERTY THE CONTRACTOR SHALL MA AN A FULL GET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR RENEW AT THE J01561TE AT ALL TRIED. ALL FIELD MODIFICATIONS TO THE ORGK4L DESIGN DOCUMENTS SHALL BE NOTED AND MAINTAINED FOR THE OUNERS RECORD DOPY. ALL WORK SHALL BE LAID OUT TRUE, SQUARE AND PLU IS TO ENACT AND CORRECT DIMENSIONS. F DISCREQAlGIES ARE DISCOVERED, WE CONTRACTOR MUST NOTIFY THE OWNER ARCHITECT N URTTRG PRIOR TO PIQOCEEpI THE ARCHITECT WILL ISSUE A DIMENSIONAL OR LAYOUT CORRECTION NOTICE THE CONTRACTOR SHALL BE RE6FCHStBLE TO CORRECT DIMENSIONAL ERRORS. ALL MATERIALS USED IN THE PERidNENT CONSTRICTION OF THE W DRI< MUST BE NEW AND UNUSED (UNOJ, FIRST QIALT-, FREE FROM DEFECTS AND INSTALLED PER THE MANUFACIURERB RECO'M®NDATIONS FOR THE APPLICATION AT HAD. ALL WORKMANSHIP SHALL BE O FIRST CLASS QUALITY. CONTRACTOR SHALL PROVIDE OUT -SHEETS AND SPECIFICATIONS O ALL IT" FOR 5.4"5810N TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR INSTALLING PRODUCT MANFACTUFER B INDICATED IN SCHEDULED AD/OR ON PLANS WERE SELECTED BASED Id ON QUALITY, STYLE, SZE, COLOR ETC AND ARE NOT N- TENDED TO RESTRICT THE COMPETITIVE BIDDING. PRODUCTS EQUAL TO OR N- TENDED TO BE USED AS SUBBTITUTES ARE SUBJECT TO ARCHITECTS APPROVAL IN WRITING, PRIOR TO PURCHASE OR INSTALLATION AL DOOR FRAMED TO BE LOCATED 5' TO W FROM ADJACENT PARTMON6. UNO. ALL DRYWALL PARTITIONS WILL BE TAPED, SPAKLED. BANDED. PRIMED AND PANTED V LEVEL V FINISH. CONCEAL ALL FASTENERS AND ATTACHf'ENT8 FROM VEIU OWNER SMALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDING AND START OF CONSTRICTION OWNER SHALL APPROVE ALL MATERIAL AND FINISH 6 PIPL.ES ALONG WITH ALL EOUIFTIE iT SPECIFICATIONS FRIORR TO ORDERING AND NOTALLATION ALL DOORS 4 WINDOWS TO BE IMPACT RESISTANT AND COMPLY W ALL DADE COUNTY IMPACT AND WIND CYCLING TESTING REQUIREMENTS ('COI' OR EQUAL) ALL NTER IOR WALLS THAT RECEIVE TILE A-ARBLE - TO BE BACKED W/ 5A5' DENS -SHIELD' OR EQUAL ALL WALKW4Y8 TO BE SLOPED AWAY FROM BUILDING FOR POSITIVE DRAINAGE MIN Oi - SEE CIVIL DRAWINGS.) ALL GROUND FLOOR SHOWERS TO HAVE MIL 4' DEPRESSED SLAB 6ECOND FLOOR HOLLOW -CORE PLANKS - ELM84ATE O' TOPPING FOR ALL SEGOS R IILiy. l:q E'M f7r AUG 19 2021 Town of Gulf Stream, Ft, I AUG 19 2021 Town of Gulf Stream, FL V SLRVEYORS REPORT/LEGEA& ee = CENTDA!M W_U = WATER AE7D7 ccrr- = Cct'C q= ORE = OFFICIAL RECORDS BOOK FPLCO. = FLORDA POKER & LAWT COWANY +232 = ELEVA T70N BASED ON NORTH AAEFdCAN VERTICAL DATLM N88 SGaR E 2-NET CPS AETWO'ar FLOOD ZOAE AE (EL 6) CQXW4TY PAAEL Na 125109 MAP Ate � 1209900981 SLFFLY F OTEC77W DATE' OCTOBER S 2017 ALL OWWAG 9-R7WN BASED ON STAAEARD US FOOT T14S SLRVEY MEETS TFE CLOSUE OF I FOOT FLR nOOO FEET AS REO(AaD FOR GOW ERUAL HGH fM PROPER T Y THS SLRVEY H45 ACHEVED A W"M LEVEL OF CLO.SL/E OF 1 FOOT dV V,007 FEET AS /E=? FOR CON�fTiC]AL/FK9-1 Id'9C PRORTY CLOSLIE WAS ApiEVED BASED ON A REDIMAACY OF AEAS(.REt£NTS FOR VERTICAL HWONTAL AAO MULAR CAfT51066 NO TITLE WAS 77E'VIEWED OR SE4RY.F7 OF 71E P.BUC RE0027S WAS MALE AT REGARD TO EA5E.ENTS 7H4T MAY AFFECT .SLB,ECT PARCEL NO RESLWACE SEARCH WAS MALL FOR UTILITIES OR LIM F007ERS LOT l BLOCK 1 FLAT AV. 1 POLO FELLIS ACCOfDW TO 77E PEAT THEIEOF AS RECO09D D IN FLAT BOOK 26; PAGE 11 PLELIC RECORDS CF PALM BEACH COLNTY, FLORDA. CER77F7ED Ta 3420 aLF STR-AU LLG A FLORDA UMTED UA5UTY COWANY LIST7CX & A0?AL1_ PA LLD IEP.6IC N4770WL TITLE ASUMACE COWANY MAP OF AS -BUILT SURVEY 37E ADDRESS- 3420 GLLFSTREAM ROAD, a F SMEA14 FLMDA JJ48J PARCEL CCMRLY MO. 20-43-46-03-03-001-OOV I FEPIDY C&P16Y RUT TNS SLRVEY WAS LL U(1ER _UHF CIWKi AM IEETS RE STAN AI W FNACRC£ AS SET FOPTN 9Y RE FLU90A 90AFd1 � PRaFMT VAL SiRYEY AIO MANLCS N CIUPTER S W,, aL A Ap11ASTRMIVE COOL, PIRSIUNT TO SECII/AV 4MU7, FLORA STATUTES PAUL D. ENGLE =r SURVEYOR & MAPPER J5708 O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CER77FICATE OF AUTWRIZATI 1LB353 SWVEYOR AID MAPPER IN RESPON57B[E RCE.' PAL4. O. ENGLE 955 NW. 17TH AVEI f STATE X-; DELRAY HEACh FLORA 33445 PNOAE 561-275-4501 FAX..- 561-276-2390 $ 2021 f = XP 99-S13m I I I I 1 F%IFTPI. 1lAOBI� 1 RAQIe r�A I 1 • I ' II I a i _r nN n¢n aP.u.un Fateµ ronrra. LOT 2 BLOCK I I.YDYIPe THE WEST BIDE Cr GIUF BTREAI ROAD. � N VICINITY MAP (D NOTES: L DO NOT SCALE DRAWIN36U 2. FIELD VERIFY ALL DIT4NSION81 3. CONTRACTOR TO VERIFY ALL EXIBTIW, CO•DIUONB, AND NOT ARCHITECT IF ANY DEOCRIPANCY W/ DRAWINGS. t6EE GENERAL NOTES) 4. ALL AREA CALCULATIONS, ARE AFPROX GENERAL NOTES: L IT 16 THE NT04T OF THE ARCHITECT TWAT THI6 WOW BE INCOFOR'IANLE WITH Al REQUIREI"IEMB OF THE BUILDING A2THORRIEB RAVING JURISDICTION OVER T416 TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CCNTRAOTORS SHALL DO THEIR WOW N OONFORWI CE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT TUNE JOBSITE PRIOR TO CO?9:74CING WOW THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN TWE DRAWINGS AND EXIBTifG CONDITIONS TO THE ARCHITECT PRIOR TO _ CO'FEw-m Wow, A 0ONTR4 TOR SHALL SUPPLYLOGATE AND BUILD INTO THE WOW ALL HOERT6, ANCHORS. ANYiES, U PLATES, OPENINGS, SLEEVES, HANGERS. SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED 4313 TO ATTACW AND ACCQ2'10DATE OTHER WOR- J 4. Al DETAILS AND eECT1O CHOW ON THE m B ARETOAPPL TO BE DRAMN INTENDED AND SHALL ST Y'6MLTYPICAL BE CONSTRED TO APPLY TO ANY WR AR SITUATION IN THE fiIORIC EXCEPT WHERE A DIFFERENT DETAIL IS Sl'JIU•L DETAIL IS 5. TWESE OOCME]NTB, AS N5TFak25 NT6 OF 8MZACF- ARE THE PRDFVQ OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE AR311TECT. DESCRIPTION: LOT I, BLOCK I, PLAT NO. I POLO FIELDS, ACI,Of'�DNG TO THE FLAT THEREOF AS RECORDED N FLAT BOOK 26 PAGE 13. R93LIC RECORDS OF PALM BEACH COUNTY, FLORIDA. LEGEND: CONCRETE FOOL DECK AND PAYERS DRIVEWAY I 474 TWO &TORY RESIDENCE (TILE ROOF) SETBACKS: I riEC11R9 PROPOSED I I FRONT 30'-0' 31.-1. SIDE HTERRIOR (NORTH) 15'-0' is: 0' 01DE INTERIOR (60JTW) IS'-0' B'-2 FEAR (BEST) 20'-0' Sn'-8' ALLOWABLE HT. 30'-O' (TOP OR MDC 2B'-B• (TOP OF FIRST FINISHED FLOOR TO THE HIGHEST E)1ERIOR POINT OF ROOF) ZONING GULF STREAM CORE (TOWN OF GULF STREAM) 1 I 1 ; I ?o wTo��waleei �"" rcaaa uaelowain 156.9�' lr T.wc- _--__-- -__-_---_--- -_- __- _--- __--- ------- ------ I ro�ieaen.�iq�1 ow.w.r<.aa enacnw.� ae�ree.ee Molt lane c� �. i 1 a.a wa oBRIAAw an � - `"I .r3 ureecN•e as �I Ij'I� I ` r____---- __-_ - __ - I I I �I •awxw RAID y _ 1 . _ — - _ R —Y ' I I � � yy -. rxlcx rwnna I -. I i .;, ,.- fiN 4i8F .......................... o-0 . ------ ----------- ----- _:r* I 2 nemA rxa+ T14 7 15384' TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA ISja08 S,F EFFECTIVE LOT AREA IS S,F FAR CALCULATIONS E IOTm DEM NEW NET IST BOOR LIVING 0 SOFT. 0 SOFT. 2,1I0 5aFT. 2,TI0 SOFT. CEILIW3 OVER B' (DOUBLE) 0 SOFT. 0 SOFT. 0 SOFT. 0 SOFT. 24D FLOOR LIVING 0 SaFT. 0 6QFT. 1,600 60" 11600 6QFT. IST FLOOR COVERED (PORCHES, OVERHAY. 2 In') 0 SOFT. 0 SOFT. 444 60FT. 444 60FT. 2ND FLOOR COVERED 0 Sam. 0 5a". 0 San. 0 6QFT. AWING. 3' AND SCREEN ENCLOSURE (AT' %) 0 Sam 0 SOFT. 0 fiQFr. 0 SOFT. GARAGE 0 6aFr. 0 SOFT. bn SOFT. 611 BaFT. GROSS FLOOR AREA 0 6aFT. 0 SOFT. 51365 San. 5,%s SQFT. OUT BUBDING 0 SQFT. 0 SOFT. 0 60FT. 0 SOFT. TOTAL BOOR AREA PROPOSED 0 SOFT. 0 8aFT. B366 8OFT. B'3" SOFT. FIRST 20A00 x 33 5,144 6CIFT. OVER 20f000 x 20 0 SOFT. ADDITION LOGGIA AREA SPECIAL EXEI IPTION 222 fiOFT. TOTAL ALLOIU.BLE FAR PER MAUAL W/ OfEOAL E)m'IPTION B366 SOFT. TOTAL "FiVSCAFE AREA REQUIRED LANDSCAPE AREA (LOT ELM x 49%) 6T36 SQFT. ACTUAL % LANDSCAPE AREA 1AS SOFT. N 0_PROPOSED SITE PLAN A1.01 SCALE: 1/6"=V-0•' (I 0 I I t I I i I ® PEOF!vF—n _ AtTo 19 2021 Tm4m of Gwl!f c+r4am FL I� J l Architect, Planner and Designer AA-26002044 1 1045 E-t AU-U. Ave. Suite 303 D.Ir y B...h. Fl.dd. 33483 TEL 561-276-6011 FAX 581-276-6129 ISSUED FOR BIOS PERMIT CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD GULF STREAM, FL CLINT APPROVAL I REVISIONS I Q U z I I I I I FILE NUMBER 51OA101 DRAWING TRUE ,PROPOSED SITE PLAN i 1 O DATE DRAWN IN 06.03.21 I JH gJOB NUMBER � 20210510 DRAWING NUMBER A1.01 PR]I'OeED wRPEOi le ILCJ.Tf� w�l—\ TIE air eDE w uts e]sew x�AD. N VICINITY MAP rj\ NOTES: L Do Nor ec-s vNAsae]a c z Penv vDaT au veaalwel e. eaNrw icsw ro vewPr aLL Onrelo c*Drttaq au NOPlY awaarcr •Arlr t>CeQE"A1Dr W DRWIetlG [e@ DDMM. NoiW A ALL .1/eA GAIGl.A11OM ANE API'RD�C GENERAL NOTES: � rt D M rrleur w ni6 ANolrteer nar rwe D'FIO DTi NCA'iGNr4A� umT Au NEaIINBE?ITE w TI! Da.oeb auMap]® NAveu Aeaevlerla+ ova ride rrPe w r�rarwlcnaT wD OCOPArCY. JPD DP@alDb aT TK .IOpDIC reaaR ro O[FPYNC'Db tlk]IK iNe CAltpALTQe ewu wENI¢I ALL DIeOIErANOeD D!ri!Q! TI! D14YeYe AID eweron rcrortlwD ro np ANwlreer wwwe ro e. CKNiRAO'rq! ewu DM.TL[XLIE AND DeID erTO M YKAC ALL NeeRw. MKYCI+A. ANOLEe, PLATlD, w'eNwa, eLEE�EG, 41Na6E, eLAD alE rNE P�PQ9iTr w nD ANo+rr�r .vo Nar x ueEo NePTmar.Eo umlwr DeseeeeD ,xal, u]errDl CO)aDiT wen+, .woareer. DESCRIPTION: LOr t ramc I, rtwT NCl I ro[o weim, ArcoweYs - ro r,c rT.x +� Ae IC �®a PT.er pcac wand a Pva.lc wea�l®e rmr eEaa rruar aww LEGEND: „— , III II II __ �= I.Moor— SET ZONING GULF STREAM CORE (TOWN OF GULF STREAM) q TOWN OF GULF STREAM SITE DATA TABLE rseroe Lor crew Den x Lor D e,P P4l YJLCLATIGD E%DTRtl DPrD Well NET DT wLr]! LNW a eaPr. O eaPr. 3T0 eOPT. ;m evn. ®LAP a IDDw -, a scu". a eOn. a —. a eDn. TD RP'R LNe[a O eOn. a —.. Lease— ui— eaPr. DT wa'F COS (rowed. ot7amn] V!'] a ean. o eDPP. 44♦ eon. 44I ean. DD wmN co.9ED a eCn. a eOPT. a ean. a eaPr. awTe+a. v aw ecx-eM .racel]E rar eau s evn. o eon. aeon. a earr. aaweFa a ever. a ean. n ean. en ean. a ecbb—arew a ean. a eon. deed ean. deed ean. err DulDw a evn. a eaPr. a ean. o eon. tOPAL MN' R /YEA rPOT'CelD aeon. a se-.. deed ean. deed ever. wweT m�aro s se a eceT. orER aaa s m e eon. ADDITIW Lana aNra er'EGLL e]®Ywfol m eorr. rorAL •• •• - • rAR rva nANUL W erDCIAL EYaas-nol deed eoPT. Tcsa IWOeCawEArew Ra• YIe9 LArDeCaR MEA fLOT ela a ,au -aes eon. AL:NAI. f L4IDef�4-E AIRw TN eDPt. I I I I I I 4Ll�e Mre1. ro N„a I I I I}I I I i I I i 1 -.-.-.--- .------- .----- .---- .-.--- .-.-.L.-.-.-.-.- N PROPOSED SITE PLAN A1.01C SCALE: 1"=10'-O" z Architect, Planner and Designer AA-26002044 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33493 ' TEL 581-276-6011 FAX 561-276-6129 ISSUED FOR BIDS PERMIr CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL Ly W CLIENT' APPROVAL 01 RENSIONS Q N S a U F RECEIVED AUS 19 2021 Town of Gulf Stream, F' FILE NUMBER 510A101 0 DRAWING TITLE w PROPOSED N SITE PLAN W (COORDINATION) F 0 DATE OPAWN BY N 07.09.21 I FW JOB NUMBER � 20210510 DRAWING NUMBER A1.01 C PROPOSED PROJECT 15 LOCATED ON — THE WEST BIDE OF CALF STREAM ROAD. N VICINITY MAP NOTES: L DO NOT SCALE DRANRY61 2. FIELD VERIFY ALL DRIENSIONSI 3. CONTRACTOR TO VERFr ALL E)(1STMG CONIDMONS, AND NOTFY ARCHITECT IF ANY DESCMIRA NCT LV DRAWING. (SEE GENERAL- NOTES) A ALL AREA CALCULATIONS AIiE AFr"OK PERVIOUS AREA: O<565 52 Fr- O544 Btl FT. O219 80- FT. OlS4 SQ Fi. Otl4 BO FT. Otl4 50. FT. O1159 SO. FT. TOTAL: 112E SO. Fr. LEGEND: LPNOSCAf'E AJffA CONCIETc DECK 4 PAVERS DPoVISUAY EN11RY WALKWAY TWO STORY RESIDENCE TOTAL 41F'EWOW VS ft-WCUS AREAu TOTAL SITE AREA• TOTAL BUILDNG FOOTPWNT, R-W-ERVIOJS ARIA: (DICI-IB Y, PAYERS, POOL ETC/ IS.SS9 BR 3,T65 eR 4.699 &F TOTAL PERVIOUS AREA (LANDSCAPING.) 1125 8.F TOTAL R I ERNOW AI EA . 8/4" / 15,50% • 543 f TOTAL F£FMOUS AREA . 1jJ5 / 15pe9 • 0,116 TOTAL PEF4NOUB . RiPEI VIOUS AREA. 129 . 5,464 . 5589 (waiu ED OPEN SPACE 40 - FI KMDM 45.1f OPEN SPACE) I. I l . - - i r .-.-.----- .-.----- - 1 PROPOSED HARDSCAPE VS. PERVIOUS PLAN SCALE: 1 /8"=1'-0" N (T t I I U Architect, Planner and Designer 0 AA-26002044 W 1045 East Atlantic Ave. Suits 303 = Delray Beach, Florida 334113 u TEL, 161-276-6111 R' FAX: 561-276-6129 Q lW7 ISSUED FOR BIDS Q PERMIT N '0 CONSTRUCTION d Z W 3 PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL CLIENT APPROVAL REVISIONS U w i U Q w 13 IRECTIVEn ®', FlLE NUMBER $10A703HP w A 13 ry02, DRAWING TITLE u i0 w PROPOSED Town of Gulf Stream FL HARDSCAPE VS. W PERVIOUS PLAN I � ---------------I----'—'-- DATE A N 07.03.21 I DRFANWN BY JOB NUMBER � 20210$10 DRAWING NUMBER A1.03HP �� D o N O T e r x e o P s e e { ; N z P I E 1 D v E R r T d L L D r s e l a + d ��a ( 1 R K . r o R r o , t e r a u E x l e T m i a a m m c w . A t o N D r s ��r e ��u r r e c r �� r ��l u v D l a u l r o r + e s . A L L N S A c u c u t r l a ' m N S a f m c W A I 1 1 F - r - K t n e ' D I I E R I O R P A R R D O L I e 7 e ' I D G 4 r E T A L e n n e W I Y ' O Y T l U i W 4 L L e o A � O O 1 H e n ] E e r L E v e t v e N x m u a o l a r o u L l n A I l r a O c r x A r o F J T o 1 F H Y B + F Y u v D R I I Y l 0 r 0 - V A T I R J M 4 / \ H ( A I e E J [ A C I M A L . L T D L ' B 4 6 1 D N 4 i i ' i Y ' ] { O A T e n c o l M e T D 0 0 0 P r a e N o N E x r E / 6 0 R u v N T E I d O R r o ��e Y " t t r E x D o l e u v L e e E L P A N T E D F N I e N O V E R h ' ' E T A L F l l t d a b " ] { ' O G Y Y R N R ��a I L N E 1 1 e e r a v N P e i Y . o w e . . e " c a + �� e L a K A r E M u w 1 6 . ! ' R o v I D E Y ' I ' 1 2 G W e A r A L L M T p l , K I i C 4 @ b . f i A 1 P / + a E W A L L 4 N D I F �� M " o E N e - a S U D " . a u T U I D W N J . e ) . f A L L F I O e T I T A R E T l a L M A e o A ] � N e T A L L A R A N D L h R 4 T O N D M P E R P L G - R e " O a r > , S T e e L o a c W A L L e V e , e ' 2 - C O A T e n o I ! e I A L r A N I E o a N e o l N e I D E e r r P . a r R N e < e E E e t w o v { a s t e r 4 " b a ' M . L O A D e l A R e I D P A R I I T I W W A L L e Y N L A T C R Q e A Y T T S - x E w e W e " I W I N L E V E L V P W e N - P A N I I D O N E A B I D E O P 4 ' r { r o w ] - e u W a s r t n e m o e M ' O L ( e E e D K F L ! " . P L A N e F O R A G 1 W 4 . W A L L I i N C R B e e ] ( I ' 1 R D R N L Y L " 6 A T F ] 0 . ��O r l , e T ' D p t l - M E Y . D p E N M T I L E R ( 1 1 0 1 E �� O D H f p A G t O R T O P W V m E A L I E R 4 T E N L � 1 6 4 . 1 E T A L e T 1 I D e , P . T . ] x 1 ' " " Y ' O G - I E I I J 1 0 F S 1 D A g 1 Y t O f E f M 1 0 N e P R r H I O Q R E e l s C ' O O N g s r e e L o o c L O W W A L L W ! e A ' ] - C O A T N 1 o D I M e n r V A F W P A N T E D O N p 4 ' T . ' 1 ' - ( a N N i F R J 1 1 { ' - a ' t 0 i ' - 0 ' - ( e r E e n a c u O 6 T R 1 G l W ] A L C O L I r ] I 0 G M ' x M ' C G r 1 0 K 1 E 0 0 4 ! ' ! N U V ] - Y c u m e r l o o r N e T u c m P A R A I D i 1 t J I e 1 L O W N D W N e L F R e E E e u e E r A e O a F O R e l a n . c o N 1 R N . ��o R r o P R o v l c e a l l o r D R A W i u e P O R A P P r : > . a L N O T E L A u N I E ] U O R s N L L e w O . 1 e a B T e o R e r a R ' , R A a N a e r o x P R D N D � u v w " R T W 7 0 D o R , W D O D p L O p c t Y a 1 A L L A c m M T w I a m L A I ] I D R T . N I T C 1 8 1 W A L L e r o I e ��n e c a n e a r I D N e u . A n a ( r T T r l > . A L L T L L m W A L 1 0 r o R X F J V E w r " - ' a ] a a - K " e A � N �� a s E a l s i . a . A u w I E R O I e D R r u L " L L r o w ' . e t E Y E L v - P w e u e . A L L I I I m W E L L T o e e F n i m t l V ' C O F ��i L L e a r O R E a l l 4 1 . O n 1 E . r o e E - T A A F T E R ' i E M E A I O R 6 e a e J ] N G b e E A L E D I �� w v r i a r w ( c u r d � o N n + r e T O R u i u L e r o N A D D I } I O N A L L A T E R A ��' { { e e a r I D e A F e t l E R ' 1 1 o 1 M o r E ' O R E G U 3 _ _ A R E A C A L C U L A T I O N S ] u R O A R x , E c a v E r B D m a ( r F 1 n r s r R E M L C V E F t D P D : Y J 1 i n e , F , ] e . F , ] B F r u a a + I D F t a D R . N S A u I D E R r a y c n . , c a n ��P e E L Q G 0 . G V I 2 A F S . 4 I r I D l R A " G I b x b e " F L F . C F D R L L ' l i R I B A M I D E I A R C G F I b a a b A T O T A L A , C N . 0 0 R N B A 4 i ` b D . f T O T A L R C Q e N S A R I D E R R W P e y i e 8 F e E c w s r L D c w a P e 1 A I R F > m l i e A L c c N r n e r F e E c a r I D F t o o R o p a l A R R ! A I e e A L c a n - r y e , F 6 0 , N P R O P O S E D D I M E N S I O N E D G R O U N D F L O O R P L A N S C A L E : 3 / 1 6 ' - T - 0 ' L U m - y z } ' 0 0 _ N U A r c h , t e c t , M a n n e r a n d D e s i g n e r A A - 2 6 0 0 2 0 4 4 r 1 0 4 5 E a s t A t l a n t i c A v e . S u i t e 3 0 3 a D a l r a y B e a a h , F l o d d s 3 3 4 8 3 T E L - 5 6 1 - 2 7 6 - M l I F A X 5 6 1 - 2 7 6 - 6 1 2 9 Q W I S S U E D F O R B I D S Z Q P E R M R N ' D C O N S T R U C T I O N P R O J E C T T I T L E S I N G L E F A M I L Y R E S I D E N C E 3 4 2 0 G U L F S T R E A M R D . G U L F S T R E A M , F L W N C L I E N T A P P R O V A L R E V I S I O N S Q N r 2 U J J Q Q Z r " A U W r _ a D , F l L E N U M B E R m 5 1 0 A 2 0 0 D �� D R A W I N G T I T L E O - P R O P O S E R E C I F I V E D * G R O U N D D A U j 1 9 2 0 2 1 F L O O R P L A N Q Q T o w n o f g u l f S t r e a m , F P ' , ' � A ��7 . 0 9 . 2 1 1 � G E J O B N U M B E R 2 0 2 1 0 5 1 0 D R A W I N G N U M B E R A 2 . 0 0 D FLOOR PLAN NOTES NOTES I a O CEDAR 6LaVetl Na P'O IT ii' AFF, CGgaMATE YrTll (NiER. rcaRRacrOR TO PROVIDE PRICE FOR BUILT-N'el _ _ PANTRY' FROVIDC .L!' PANED aPLO UV TTeM Ie', Q', Ee'. Ara N' MP. 2 FIELD VieFY ALL Dr'e1S101b1 W/ a EOJALLT 5PAC - PANTED 6 a 6 eV TRM S. CONIRAOT01 AL ®LNEN Caa1RAGTae ro PlarvlDE eeticeki .ALL WNJ.e eV bpJ.Ve1' IOAnICip (TYP1 �� F ANT peSCEPAr1CY YV DRbIAYTL TCEE!#R1L N01Ee! 1!• x>•• HNGED - PLu DaW ame a zee. eEi laze rRanil� M1RL F rtECN E:al�. b LOGTED NBmE TiE ATn4 R etIALL nE NSTdLLED m PER FEIG -R xaxm !' '�' '•' rJLCLLATeNe ARC API`ROX ®n' x M• A1TI0 ACCpte WI FI01 DPW LADDER nT RANeOU ATTIC A LEee - R-SERFS'- Qt FQW. EE.0 lam FRYtOG PLML rFRLD CCOFaNAre EwOT LCUTKN FOR PROPER CLEAI2NYESJ ❑SOrm I- ATION DATM 1-1P. AT ALL EEDIbVT16, 15ATHROa10 � LAOIDRY ROO'■) aIELL-caNmacroR TO vERIPY YII ouraera ALL F8a11RFD M! ewDcraa FOR ALL PLAN1Ae1.AT acRtxN N Lounave rtrrl eiORAYE efELVN- eEL PANTRr MOTH N0.1 LP GAa - TANO.FIS WATER VEATERa. CaP•6CriY' m DE}ER1111ED OY w•aw elnaExR SEC PLM'tNCx DRAWINpe riTP. W eA AFe NAraLin udn cArACIrY m DeTeRNrra<D er rt=euelaE:aL 10 EIYaP®a LwAC ALL Iralro TO K [anrFev tll• W IGM AT COILL l DRAN P PAN EllA.O CAx'FFEaeOR a/ STptaTraA1 aLI6 GIPAGT' m vErvrTEEn er rear Ta+-.•� aEs Hvae PLAN l STYE Ftw (NOB ALL e1rTENLR EaIIP. TO eE A nN rm' NAYD. l MTALL® ON bMTKN rADeA © LP BIBS VALVE - SEE trEP. DRbW'T1 FOR EwLn' LOCATION l SPEC ® MAeI DISCOaecT. 174 a[zTwcx ee6veE rota . so' aeor[ FLOOR © ancTRIrJL rltlJa OQ]R DELL U'DCRGROK LP Om TANG - SSE MEP. DRIGS tale Recare•mED e� Arm ePecx RP. pEOC TEWU�I TO RECEIVE NCN-BLIP MrrTE PA-' rtDSET OVIIt LYARSEIflR OQIQ¢}N, aWAL E,, PER FOOT FOR P A_Aa DRANKi TO PERrL1eR AND NSTALLED Oven '6KO.ASTe Imo1'IaY - i11 ro erereM - uNTe�IYXleYa er eeu Oe P.OlIL aFWa.lm DUfl%TLY TO COIOTETE DEIX rWA� nEreRae ro ce NarALLEn m Pea eNa ae eaW.L IRRI6ATOa Rrr - e@ a,c PL.w . Laraectre nar(e FOR arec. POOL P (eY OeEWY a- ra w Foe ewer LouTeN 21 GAS CitlL1E CaNecTlwl See ILlreNo PLNNie ®PA'MDe uoee IJIO aEE DETAIL al FM1YeNn NT'. - NeL'TR AND LOCdrxxNe ro re eoaeDNarm uv curEle rNOE. ALL ecreea FLOOR POFrAEe /TEMtlL2D ro RECEIVC Fbtl. eleu ® c+eLe raffia .r• �a+ Psaw� Taerua� 2/ voae eaL eHi'E erne Launch r-o• BIM, wn� ro PUN( dlfTQl .FRONT DOYR % LP GM (iBEJMTOR ON 6TRaNVAL SLAB. b TON PADS - en(1RAerae ro KRrY CAPAetrT / oewae w/ wane, urcrrr ca'sAr(r. ro HATaI�Rletl ILCOR LCVa oRGARAIE of Wl� RAISED LP bN NO. 1lATCle ■Y OT1ERa. VERIPI' WI rnrIIL PI0. NDE PDT Fplpe FDR D4ie' WI.Tee OGVLe ,T T1! OOTTOf1 � Q NORM Sme Q TIE IOiLl81 ISL.Ya - VCRPY telrTrr vu aMER � • aA FLCCR DRAM . LAU'bRY FbQt - aEe RIfDPY PLAN FOR CANECTOI ® PIE3b LAOORY COr1ELTION SOX FOl WAdlR Nb DRYER � (MLV. rERAL DMTR VEl1i TMeI FIKNT WALL DR2R VETIT Nwl NOT DCEm MANFAGIVBt'S IFLafFSDATeN A(al GR 181 ®6ELTKHJM SLaeT1UM1 WmIQ (COLOR YHIIEJ (VERFY WI OOERl ®ELla:1AX11x Betsixwe am vlereR rcaaa wurrel r.'Ew- w/ oWERA LAu'mRr eNc rro ee .� •� en oWNER1 YDIf M' LP Om R/HOE - e CniERe W/ N4r.51ED aA41�KJ4Ele bID RiRARED GNmDLE • DPemeemDG,e/P YV bb' PRO WALL HOW O'i' OPPt4U CR EOUL. NOTG M1IfE®e TO NSTALL Ttlr FM1lER' ALOY+ - MG%emE cf RAI10E - rEwFr w, oirER cT1 STYLE . LOCATIOt1 ,,a •IRnrT1' erAN se eTeEt. eNc uv vbP l Ieosa'[ouar-�-ERPr STYLE l eeLae uv ova3 l NreucR vEerTER. 1Y OVEJbAY ObHWb4ER pNiViiW■lIIA eY pCeCN OR Ea1AL <VERFY SY OLLR1 ® N' Nlltla'J RATgt [COM1RlLTOIt ro coa®rAAre PROFER YV CABiET rV.MF. FOR DOOFeI n!m' DROP DLWI DOOR neRYA4ve - SIOLP - IlrmOeOIFATN OR CGLIL - fVERTY eY Nl6aA (CA/TRAGTOR ro CA'KRONAre PRDfHe W/ C.1ealT rtaar. Pqe DOaeA ®NY sllriE BECIIWC WKL oVET1 . EKtP - Y.00lOESM CR EOIAL - rvERFr ev ourERa reeNlRAerore ro evaaNare PROPeR EY-.etITIMNF.IVRIJOOR/A ea weFrtma DRAWER - urxl - ueumem . ulnaw aR EauL rvsnPr uv culrR.t n n I ------------- f - L r ` rr = -- '= c FF It I Tt >n Pl1 2 - II 9 ` FF'-18Qiii' - I = m � II - O I fn 3 - F F LL L -Rn - c LL ) 3 m t am a T - T 5 BUBHP AD01 B'QL leY oeEReJ �.EEwr DePM l eTePe uv ouER vovv ova ovv000v Dov vvv Dvvvvvvr� �D •D eoNmncTOR ro vERw uv aaot a1 .v.L IraEla:elertoe .1IILIANQd . ePec•e WMN KITau1 BLAND. ®GRANrre elTael carTrERraro wr r erRArT(r ®GE . aAoc ePLeda .. -_. TO INDEFemE OF LPPER GAeNEte Yl• LWTER FALL' emE6 rVERFY cotaC tulaGEee wa ®Ge uv Cots ex. UTR AND IW.ER LLCCO IWeCD PA`t1 GmeEID YV G%W( a M=DN1 COARALTOR ro PROVmE SHOP DRALLCYA ._ ........... ■'_ - aim _ __________ ___ -------- [ TAMIIIS TO f1avIDE LIP FOR NmOEN eP11OT1AL LOe V=TAOE LINRNn - TOE KlaCel ®BILL-C.ONIRAOTOR M PIG•ADE ADDITIQLIL ELODCItri N LLtVD twbeEe Au rvnulae ai PDR eLeeTRrx - TrncAL ALL valrLTev CERNGS fVERPI' W/ OWVER ON BILL R(TEPIOR ceILiIG FIMIr�E Ala �1 ® PALLRaP�FNIeH TO la'WTOH TRI6TILE }PNa RECESSED OttR tte'xrm - ae eTer anacra PRORLPJ. -Hole' �' ueTu rrDN ®YEIDGRT PPAOr PRGGGTD•. OR eaUl ALtfL !LION, DOORD IW LOW e• tI.AxG - ro DE r'PACT rr£Nnrwr arm ccrIPLY uv ALL /DRALLlYaa ON LDUveIBD LVRl06O DDDRa AT ALL AK D�T�rerlQre. , PROPOSED L-O z e'-0' SIDE MOF a 1 DOOR' RSSSGO DY 'lrel-a-. I� [CCIOR - LLNITEx - OR E.x ^' (VERIFY W/ OWER2 'm' aNaE 140. FU®e CfiEel' rEaIN X 6lae'll OR [aWL. al Aura e■aae ro rrACT RE ,Lea a GtAee raEe TNT. SCALE o 3(16' � Y-iY ®Fae cerat�n � [ ,Ly , @ere�crTAtao�uRv ncT�a./rr.�a�ln�m•Destl�n r�ilD�ie. T�olxMro�re 116'ADl NESe1 POST ro ee reurT(e WRN DeCORATr.E ieeci+a ca� Twe ro FROVme CERTPeAre Q o 11PLIANC'e (TTJ - COLOR IWI2 YU']D TRrt - SEC d1EDrA5 eecnab. IVERPT tlY OIllW. GARAGE FLOOR TO OE C1EA•ED AND PREP FOR ,! ® ALL WSERS awAnTRADIA i0 Oe PaNr OFAD! POPLAR 62 et@ID oR EQLLB� VERIFY WM o11FRT•- ORAT URn! BLIE (eAI.USTRADCO TO CQiEf.T DSQCILT TO illJD6, OEE YeiNWi lTE HECORD NO FTdOImE A CLEAR OPENrtl OP NOT LENT TWN 70' YV 14M. AND 0.T ad Fi. AREA Ti$ DOTKtI V b' x i' aTANLEBa aTEEL Na.LATED FLED VEM BT 'd1AF0 ❑ ®e x a NLeIeL POaT YV A]' MN M. GUAFmWJL - eE£ euffr o TIE aFv+Nr alw.L ee RDr HORS Tww u• rl�a•I rue FnueH ROOK LEVH. NOR SHALL ANY PART Q M aPfleATIIL' w(r nova • e+m-elm ar Pera'cTe.e Wa.L - EnP. rcvnETe !GAT ialbH (COLgl YNrtE1 (NDTALL m PEIe rlla'IF. - AlLO POR OCTASJS (NOTE TOP Q HAIDIWIb TO DE NY' Ae0.E TR[AD - NpaT NeP DRAWNGe Pqe MPR>✓ALl r[{yy yEM EE FygCED HICiER Ri41 M' Ff1�1'1 T6 Rl FLOCFt TTP.6 a AT GARA(E AF£A RgIF A nN CF x GPENPGe ING6 NAVN3 A ioiAL A1RA NOT LCee THW O!E N N61 PER OE I-ylll LOM I V!' M. x 4' LOPPER DRIP ECfTe . ALL TERRA®/ J a3 OrHe IEAD GlJPKE DOORa A%TO TILT DADS COIr1iY URD ❑ �COI(PACTLR N eOLJ@ FOOF d DrFBBdT emEe OP CAOLI Q1CLM® AR4 KL OPB1FYd N(4L m G!E NFOOT aDOIE ADJ.C@!T n4.CWES ro Pli VILC CERT.4 CQT'LIAVCE��6rEETe DOLRn Pql pECOPAnVe 'OORAL' APFiRD rANELe aR EaWL rto eE GPl.DE l eELAe nE meE FLe ©FLEVAtkx(al aELRLIED er oWER -See exT9■OR eLevareNez rcNlwx.-rae ro PROvmE eLecr tO1e Naar fLt■@nb At0 I� pIENS LiaxT RI(IVad1-CONTROL SerrCN ro C! LOCAIeD • TO ® INDER STAIR PANTRY. �� TOreI.G ©mE�GF 1{E (WWE WOpex ALL ORIVBWY PARRS TO mE Q. 1' LfYerafi N�(Nfie n ❑� N •ex4tLEx F1a0 BONE 1 CR/G TN@NgLD/ !ONO. dLL S5 ATTACH OARKt DOOR 1RAOC T4Rl CCM. ] x e P.T. eeOD QIGK Nro Fx.L.® G61a eV Sm' DWt ANa10R eEe ORANNOS UV TOVN GP CLLF eNt ®IWIJ n(TEIeeR DOOFm l e■ocvb ro uANE bL(AFLm('eo' ae mLm m PEIt MANE. ePswc NeTI■arleeb .BIBS ®Pa rte4tre a r1N w ne ixT® vicern Fwrt iT¢ wrelx Eaw. cAlLlvr. a eucTCArvxua Raere ccwmave <TTPJ uRoal■ ro Ha,E I ANaiOIED To aa�a+An�c aArmr� ecola cr'EFEN uv LnHre ttEc ❑� eLEcr. N .w e•vaae+cY. ❑ALL P.T. m eilIXe vRAEErret Ttea erAemrr Tm• [TEReASM eY VIOrO■A. l ALeed'1- ❑19 x.,x.. �DOVR DOR�0. HDR'S ..wee To � unAPPED el Aurawtnc GARArE DooR eurrcu eTrLE ro eE xr. EY ourEra rFELD �r aFeRANCEe / IAUCCTSA ® W/ %KA TOP SEAL MFn OR Ea rue(- APM1Y bKNLCx IW !VH■L.AN! t8'M/AE• Oe E6 OVER ALL YbOD e11IXS W A nN d AT r1E It/1ERbR 6mE Q ALL CPeNNC< AND O' OH TIE FACE W CLONi£ NtYT:SDOOR TO EE ]O MFL FIFE MTED DOOR ®FfaNl l/COI.QtT Wrfre) aMESME LOLDR YV duER cc Au r.E a•e+ers - NerALLED m PER nANr. ePEcro m- YR(A' OR EO. - HOE. CONROAOTCR TO REa@6T'ADNEe1LN LEST' w IRarDR ae eauL rerrLe ANv PreeN To ee � M1.ECfm m" QOI�l N LAV, faTYLE .Ya COLOR TO ee am vr-rvn eT (ArER). el' SITU AND OR MArV. Siva . M OY YG�bT01 NAtY' q! ®F�! MTED PAR(RION diALL rETA.LLOIe WPM ANSIFAd' I� S� COLOR TO SEL!'LtPDECCW8Je1 - H`HT IBGI'StTS - tar TO C)a'aD li SON BID M SIRA2 AIS'A OF i4E LNlmRY PROVIDE NDA�QPOIt�OWp�¢ SAL _ a maES SHALL NOT E)CBD 1M SO M PER TOO SOIL Q WALL a1NACE mOXF2 L0.^ATm Qa TVE OPPOSrte ame LP TiE PA1RIQi NL1L M SPALED IS' AvART. 83 ROOrt -SEE FN SCH®ILE FOR ❑ �d1TiGOr1eTO ar0 GOLOIe YINIEJ TO eE PT UV LOW E fiASS ,N K F WALL RENSTANT Alm CgYLY uVALL DADH CaMY MALT Ate1 WRm IN MrEC1YlUfJJ. ' - TFr'TeItD FFAlR1£Se Glame NiOItR @CLONAS . OQiR Vt' ®MN THIOOESe a/ a M C{iLTE =IFS MOTE' lllD To "w CY=NG TPATPY I'10111®'[9'rTS CONTRACTOR TO PROME � ure DRAWNGO fOR MLO,S �ELen1a�� cHAla-,ea N oaR.rE - 4❑ earie N_`Gm O DOOR Ol" bRICsN/.L FRAPELEee SHQIER � � yr Naa■e curt FImNa( ea�lm rrgsR uurtel - eo ❑ LWI E OLSSS OR Eaw. TO eE MP %awANT Aro CQ'IR.T v� nvx � Na[-eLm. aL NlcvEl¢ Ft1m ro ee ❑ � s' elacal _w I-R . SLOPE eV ALL DARE COe1TY rPAGT Ma EEa O LM TESTSG !•' NY"ii PIPS RALL fl N' MK OW YV PANIEp YHITE FNeH - w DRAG/ NR N NeuEle PAN - 2' torr'Ilu AT eecala ROae r0 ee aMNATFD ReriYFIB1EM8 ClMIRPGfaR ro rlaDvmn GERTIRCJIT[ OP ta>PLLMKE rrrrJ. - eeE Da]a Nam. e TTr. AT Nfe■OR 44RYE ar�Fe. AT ALL SHOEell6 (HOE' Gla]Iw FLOOR erpan■xaL el.aeA FlILYBQ01 � ® 0 O , I � 7 I I I W T I 7 ' I tl II I I I I I IT M I I TI I I a r , II • A� I I I Ce I I II r � I. 1 Oe OE i j � Gwttl Iiil�i������ p �© p .KEE � �■ © � © © • �C IRmo�© © � �'� • o Lei G 1' � p -�l0 •� I -_' , IIIIIIIIIIIIIIIIIIIIIIIIII'='IIIIIIIIIIIIII',IIIIIIIII11111111111111 pl, I J__IIIIIIIIIIIIIIIIIIIIIIG_ © � � O �:. IIIIIIIIIIIIIIIIIIIIIII__ III. y -------------------- -___-- _________-__ -------------- �_ r•' J I� - ® N O I I I I I 1 I i U uz Archd@ct PlBNTBr and Designer AA-26002044 r 1045 East AtWiitie Ave. S.K. 303 = ONroy Beach• Florida 33483 u TEL 561-276-601' LL' FAX 561-276-6129 ISSUED FOR BIDS PERMIT CONSTRUCTION PROJECT TITLE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL -- - - --- __ LLI [ - n-- 0 ___ __O 0---- ... _. J NOTED rW CLIENT APPROVAL REVISIONS IY C m - S! ee 1-1 2 _-_ -__-_ - --._ _____ _______ __ ee 2 (q � _ _ ____1___________ � I n e N r N xm GROUND FLOOR PLAN `=7 AJ 1 9 2021 �f ® N xNeileR PrYI rlweeLe i0 ee TM1Acm Qa D/b' 91RCK' RYPJ BIeROJIWL . AREm TO I�C'Lh'E TLLff OR MARYEl ® rtTAL 6TDa ]O'OENG OV e/r' TJereOae' orER eeL' xm CJ HOGTIONQ1!!Rw x L• x V. (VFIdFT ALL I�LEILaG rIONIEp O✓eREAD paN eNOSETe UV eIALL MONI® HAN' I LD NXrER NOIhE rM. N ALL VATLleO(rb! - STYLE 1 FNrou ro eE eELEcIED er cNtEiv. ® LL PALtE DECORAThE pGN•le ApOVE _ e• TO W - x s' TO e• WIDE SV 7i• Ga1G{ANTED W/ SLICK PNbN (qeN-ED IW 9y' xSCM e4i METAL SRAM . 9Y OfJ - SEE Ia-a -ILNG PtAll ❑67 AILTED M LNe [SLP P@iFLi® CEILNG PLAN FOR M. Na Y�•Ir■aE:D oFs,w, UV e'-C a- rT, reef LULLDIIYa I� SECitOrb FOR ELEVATIOMA ®SEE Iaa'1 fNbN aoRD FOR ALL WeLLS 41Lr1! l RWR ra.E7eNe . mtnin eecrlaln ®NaL-UNTRAGTOR TO PROImE ADDITILNAL nLOCKIG N WOLO tNCeEe FGR ALL FC(tUFED -TYPICAL ar AI.L V.YLTED CELLNNf rVFJ(PT W/ Q Mt3aat DlnKJlle W ALL McRIGR CELLMG I-IEe Na .-I ® i'-0' Rl•T CP£NN's (SEE d1LLDNG eeCTlap FOR e2VATerOA ACLESe LETS l ELlvATOpe - Nr• x IY x 9e' rtAeueE faOl LEee ®FEAL -AR Saw.. RK CM ]v OrIfOFLrI larxT d.4E mare eTauc -RAIL NDEA (1AHOGANT PAN6a W/ APM1® roLDNGe/ 4 HI-HAtal ea HArmplLLe CR laIAL - yeRPY YV OxeER / ppy LHe ON yJ. FNbum l FTewmE her Duc+n FaR APPIaOVAL MoIE. oxeer DOOR / DCOIt JAFD TOIMRDS ELEYAtga FOR UR TIiENeID [!' MOTE' IabPWAT rMaT iIAVH A MNlV1 @n m a ■e .m ye' %L'4 LOGK.IOLC .lCOepp W1Tal (I°IVValD er eAVMSA Ca(COPmOR Ea1eL] LOCAT® BIT TIE TOP Q 1xE M TAAT. L-Arm r T D�RI\N'EµA6ea AeL D TVE MANIAL Ac4m M - X AL LOIERxi3 N4alE SLIT. ENeeLe USER TO OVpaCVeE elialx AND LOYFR CAR WiFgIT C40ILT erIRY TO TLE NWIWAYl ELEVATOR I- m PER MANPA� efTLFeanON6 COORAOTOR TO VERFY IW OWER FOR LOOATW Q WAL12 N � NDTALLED An Ft1eroMArVJGTIeER OPCCOA (NO(E TO 6E ®BYRE TO@Oe RbWlol�[i N GEORE!WrFRl OJaTa1 BUST-N a ,sa . Y' OG vFRrIGI. App.'f ® 1'rSLT-N GeBRETS AT xiAPI. (rkrYBt CADlETa DR FnwJ uv eeAD-eaAFm eAoc wALL rANa BIND STYLEaEGUAI__mESTY� e ® ,q {NRn iO�eE RNTALLID A 9ELLNG pl ePE Opyape NC rIANP. SPE4 OR E414L. ®�AAISNDE' eQLll -- VERFY YV OUlER NeT m P9e FWIl. eY CTl. T CT 11Aa1CTIOM - EEE aeG / I'Llrmtl Dlii'S [LOCATED . y' TR '%' GWII WI LEVEL V PANTED FraN[ OVER t rerAL ®a[.weLe . x!' OL YY RTI R-Fal. NSLL pllli FI!■!Y l OIeG ( e• cawc eLoac BIT exr wALLe. PIaDV1DE y nR GW6 BIT a.L aTNR'q KIK'4EM . [iAfTAl2 W4Le NDIE. y_90tD-NCLLD• , ALL TILED WALLSA (ALL rlaenlFE REaisTANm GYPN11 ex]Ara ❑ NSTAJ_ATILN AND LMITAn m ■B P0.YETtRLOC VAPGR DAATtlEIi CN We1 [GeT F611S MIL TERIITE lF@4TED. reOIL PRErAPATKN-'IXl®W-TO' A - a GAL PER b eF. LF tlLAD .Sf£A S GAL 61O-d LEEAR FT OF FOOTYTfA Pa.YCR(TI.ETE VAPOR ebOeF]e - vERFY Yl• etl■ICTVAAL �ie ®!If' x 3h' STEa OOLIlIL SEE eTpIOMAL Deb4 FOi ePEC'S l PINreGTVE caatin - earllv.ACTae ro PROVmE N1oP ORAYRYA FOR APPROVAL PalCa(ITal m TO VERPr' STYLE Ya LOCAEXAGT IONS YV WFa! Ara LR NTERIOR DPdKlEle. ®eEDpO�Oi'I T r�AL�N/ Ee OR Ea ruu aTAPLSD Glaene tlm ©. [rEleFr uL cultle / MERIat DEDkYER W SiaN ae PANT! ® eF.1.P.Gr® OT cEFEIa eTANLEm eTEEl eAle ENC TO ee � xemlEOIAL fVEFAT YY 011i'RA PAtt1NA - EL[1g1U • ❑ 81 Wl O�/A b aLY - vCFrY GV WEER / NTetOR DEDICYEIa - CROPA M TO PAOVIDC NeP dlra Foe APFTIOVA_. x• ALa ueasar DEwns GaaL - eaLT-N aTrvoole E�M(Albrill4NIGL ORawPr,e wR OV[D.-bR IC(IOEN glTpppR Cpyp® PATm TD W VE T514ifa1 N ❑ 'NEreGN MQIX SOLUTOND' LR�EOLLLL - NDTNIID m PEIieY - A E [CRARACTDR TD F%TADE anvDaa eHOlsa YI/ DF IeATN6 uu.LL W a• x 4' DOnNICd! © �� Atli eNa- r x I' ATp e' z e' DEf�RATNE CP(AFIIC ru.E eticvER ,,•, uu erleVeR uEAD, Four .... era -ALL MA,ERLALS TD CC APP%r® AFm TALL®m PEIt nANPieT4Re SPECS - PaR PIticRG aII.T . � YERS' CR TEONL NLN-eLIP� PSOLLI� EDT$ AT TIEYO((ER � EDGE DEIX TO !E r1IDSEi OVER D6' LIauD WATETlPRDOFNG ON !Ole. DECK YICALAeTIC 1WtD' Oe FG frEL SANFLe POR OOIER DNDISRRID• CatSIYTER APPROYALA OMTRAGICR TO USE A POLTr6e n M' x M' COIY]!iE COLIfNb W/ y' T-COATS SMOOM STUC/J PAMEO PNISH (ReIS® STKGO pMONO AT TOP /Ja eORGTrE as eaLlL -See eTweTlseAL DR4ulm e x a ale CIDdR TRaLb JObT W/ SNAF4D DE pATIYE TeIL ❑ rTTtt ll� C.�PER RASHRG TQ Q T J* r8s'SeeA - CRa11WCfoR ro PROVme ALT. FRlCE POIe Al1r1NM'1 TIBLLb -COLOR YIITIFI 5 ] x x SW OtM CEDAIa SLeFPEM . D• oe - rANTED [TTP. BIT 1paLIS LP:.4nONSA Town Gulf Stream, F �L © FNISH CLICR- eLADIU Ql TOP LF LAU IWLL PROVmE e4CP = DRAY■If</ OAlTIG T"JD IN?I OWL48?N. YURC' OR Ea14L ® (D0.0R OLAGG - TLT Q RAR�rnL Je' WM PIOQID MACED r0 Q W BEAN D '.1oR10f [BRAN.Yl�RC NAG' Ii�7 M.YO roM r'EET TE TOYN 6 1£✓FAIY 1E1G11rrofEL11f�T'QOL V (IajE' All EXTETSLR RAILrYae Sw+u COTPLY SV FnG xm1O )- ®De,cHoaRµAtn,E Alut (ure eYdc w FILE NUMBER olai+rmrtAL Imx1 uaRc 51 DAZOON D-OSF�r4�SFJ[.F uTGNn OCKIJG�fMT�E MILTY�tlrJ - a IW LATW LIXAT®A HK CF S4' M. ADOrE EOrT. CP O DRAWING TITLE �PROYmC SHOP DRILIYae FOR AA'ROJAL .OF xl - � S'-v uiu( e• eOICI@rE d.0oe ralRIYaRD E]IrRart WUL =PROPOSE D "P a;�;l' G R O U N D CAP 01 WALL - PMS}ED - ei3 enalcrLRAL Dl�e. N SEE ELELlRK.6L vlewEra FGR BILL EMERIGR LKTITIY ® RxnVBe . SYEOe. (NOtP ALL FD(tlr�A t0 OE APPRJYID Z FLOOR PLAN T' Cai.'R / NTOikle OESYiER AnOR ro �"y=.� C MRACTq( TO PImNDE PRICE FOR ENTIIS NOISE i0 ❑ LEADCIt CQa1GTOR VEADe -(WiH DEOOPATYE f/SirERTH4NfiFAS / V eAAO2TN - 4' la'xrr] DGVNePCUE - RANMVER !TITTER SYSTEM !IG OR EaLL Q DATE DRFAWWN/GBEY � 7.09.21 1 Rea1 WALL § Y eff FG]Gi M1AN FOR 9111LT-UP cRO�T FOR F'ONnVE DRANAGE - JOB NUMBER ALL CRICKETS TO WVE MRl x LAYERD M�OOIH rUDPRD AJIe 20210122 A aASS'A' MOD WEp (lP HEEL - MA dt ❑� W/ R M'Ib• dK4 GR eaLY - MTALLIDTm PE]2�R�D DRAWING NUMBER Mdra! epEC•S ® 4Xi KAT T IJG [C�-0LOR uu TOO 1() 9p �rT RA A ■ o 0 rIDPPED dl !C 1T TN- MA TAG<tD TO n0]' RATED EXr. A L N GRADE M1TWD. NEATULL NeTALL m PER raeFei e(°ECp rTYPJ (NOTE' ALL HIFe TO NAVE r11ieED CAPoA �. NOTE& L DO NOT etas DRAmEAfq 1 RELD KRPY ALL DEtN61GAfl i CaIiRACTCQ TO VEPFY ALL IXIbtINe COIlD1TiONe, AND NOTPY ARfJ11TEOr P ANT DEeCRPANCY Yy pRNUNG0. [bEE C$ERY NOIEN l ALL ARG CALCLLATKN6 AIQ APPRYX I� e• MERIgt rARrmw e%• 1e eA KTK bnne uv \' oTren wsLL eoN® Baru eIDEb [L.e'.rL Y rotl tnR DRrawJ. bAT1Y1Q1s AND KIILIIX KRF7' YY Dn8e1GM-V TRl)41 /\ HNeEI (ACIIWLLY Dl�plgM ai { J(,'1 ti' ]-C4AT 31(IOf11 bTY.GO RNINI al ExIETaDre ov MEPoO/t ro Rranc ♦• rrrE x' ol6e. m LPKL PAMED F1UW p1£R A' tBTK RlDttl . ]4. OG Yy IZU ROIL NeIL eeruv Rlraer.. ewe.. e• ccTlc d.000 4T OO YIKLe 1°Ii7VIDC 4' FIR Oule AT ALL eAT11016, I(1}C100 . eMKE 1ULL0.IYJII! i•DBN-elae]D' •ALL 1Lm .yp rALL H]M T R T4NANI erPen eoARD Earauwrwl ao LMTAt1aJb Y PER fLG-R ]Ole. ] e' CQC}£am OLOCIC WALL Yy ele' :-coat eMDD1N eTlrro nl PAM® cw eanl elDm rrP. oa]aee-[eeE eTwcrJ A' b 0' M. LO.AD KMPE.Y] rARfiUON w[iL uV (V LIYER OP Lv ewe W VIGVM1I EVEL PAM® ON G aloe Q 4' [4E661e]-0.M 4 M MIL bTIDe IetlL <DFP OM R.It r1.aND r[.Ti AO1WL PALL 1MCglbel (M!t ORYYULL . MThid�e, bAY lP11W TLEl [NOrE. fOUIYLTcp ro PNNDE KTERIATE, NL631 CF 4• b�, P.1.].OL•Y'OG•� T. RELD ADAaT DEadwe R>R 1FNaoleel e b' ] p GorraQm OLOOC Lau ILL IW D/e' -COAT B]WM 5— RN AMm cN eO1N bmED M. � N Nt FROM A'-0' ro e'i' -(eEE bl)WiA ■ �a e1RIcnRK e�L cDLurl 0 a w >, Iv cDNcl�tE eeure» uv ]-h' ca..m eMOOIN eTuccD PAMED RtUML OLLIIIDaU IIlEE/[ [Q bNP.lT TO O Rat bU]Ol. GalIMCIOR TO PROVIDE e10P DRAWIYIe MLR AfFItlVAL Nam L aLL M960R wale uu raertcte oR eralR R4dN6e TO K PR�Vm®YV N• PLYOIpOD qt YL200 eft �a-�r.., 2 ALL SEDR]Rt a Tw om LAV♦OF[Y . KIro1Bl w4LL0 ro RlYthe wTr eouo N TON ( A i.uL. T6FD wale ro Reczlve elle•-'DInDc1c• eaaaNe eR EaII.L t ALL MERIGR OMV Wl TO NAK LEVEL V - RNION 0. ALL E)[IEf60R YIALL i0 GE RLLm YV YQISiLL GOO' OR EaIAL (NOm, TO OE aETAt' m AFTER EXrERCR OF pIl6DNp b bEALEDI A VFRPT YV OYFSt ON MHtlLR WALLb TO REOEIK [U ADDIUaIN, LATEIe CF �' MO balD AREA CALCULATIONS lNalD RLOR 41C J,,b 8.f ]-uR eARa:x COVE1® RY-NI ENTRY REAR cwE�o POFL11 w of n a,F elaOtEv R.GUR AeSA UDER RO F bECRAJ BOOR A A UDEx .bc Iba'O bF tECCFD 0.G:R NSA IfmIX I¢OOF 1,6m0 b£ TOTK Are BOOR ARG 4�. 0.1' TO(K BOOR AREA HIDER ROCP 63ee b.P bECOlm ROOK Oe4i AIR 148TIi eN.CaA' n B.F eECOtO BOOR OPEN AIII RPNV OALCONT �4 brF (OVERALL OECOIID RLYJIeI N PROPOSED DIMENSIONED SECOND FLOOR PLAN OD SCALE: 3/16' - T-0' 6 W m I d N w� Architect, Planner and ? Designer AA-26002044 W 1045 E-t AUu,Uc Ave. Suite 303 = My 8eveh, Florida 33483 TEL 561-276-6011 FAX 561-276-6129 Q W ISSUED FOR BIDS Q PERMIT N CONSTRUCTION I W r r_ 3 F O i 3 z W F 0 N 3 PROJECT TRLE W SINGLE FAMILY o RESIDENCE z O U 7 Q Q z� U N UI W N N O a_ 'd 0 a 3420 GULFSTREAM RD. GULFSTREAM,FL W CtJEM APPROVAL U1 REVISIONS Q N r 3 RFtF1 FD A z W AUK 19 ?GL,1 r i Town of Culf Stream, Fl W UJ FILE NUMBER W 51DA201D 0 � DRAWING BILE WPROPOSED ,SECOND z FLOOR PLAN >_ 0 DATE DRAWN BY N 7.09.21 I GE JOB NUMBER � 20210510 DRAWING 01 D rLUUK VL.AN NUItJ NOTES: of In¢C®AR 6HELVN0 A7D ROO AT ee•APt, CoorDMAre _________________---_---________-________-________________________ _____________________________________________ wmJ O6EeR[cONnaAcraRrorRDVDe rRDe roR EUII-T_N'6A ®PAMRY• PRONpC Y4' PANT 6DW aV TRAP 16, p', eD', ANO L DO NOT BGALE OR4WPY 6l i ReLo vERP'I ALL D1'BJDICNd .., -- a Ca6PACED Y4' PANTED NELVEe uY TI0'I '+ G(MIR Gfae TO KREY ALL C%IeTPYa - COnPROVIDC DACKr4] .ALL uwte UV ❑ O T CONYRAA CTOR , (NOOTaa) 1 w f4' n EbW C4 ' E - RLL OG W ATTIC AOLE6Q eff FL'KP iRIt111Ya ❑ HST P i lOIM. N L �l1FD PbmC M ATt1O, R 6114LL DG A6 NDTAIIED mPER PLG -R JOVeI { 4 All NS4 CAI.OLATIQV6 AID AfPIiON- P•9fJD _ - ® 72' n ei' 4T11C AOCE66 OR E -WA DOJN LADDER DY RA600I6 ATi10 ACCEe6 • F•6pJ1ED•- L GEE ROOF FRNTMG RAIL (FE1D eoaNNare oc4cT LDunoN raR rROPee ❑60D0 NNLATION D4TTD (TYP. AT ALL BEDRaf'ID. D4nRKTY � CALORY ROOTOJ 6H'1L-cQiiRADKR TO KRP1' UV OWCR ALL IIaIT.£D Nt! b10JD FCR A PLAN1♦RLAT 6-N TV i-TIOND -1 ® WOR`OC NE4 !'E7S PNRR," NOTE N0. f Lr om - TALd a`NIMM TEER IEA,pN. CXACRT m DEn6RYN® DY PLI6'�NG 6@ PW'tDeli DRAWN¢e (TYP. Q eL aAIR NYDLNG LNM G ACrTY AG DEIGTf1eED DY McDJLwlrx EIL9e@R NVAC ALL LRe TD @ EaEneD wW LL]M AT COILIL E DRAN P PAN ❑0 nc ca•rl�eeoR d eTFNcnnAL eLaa GPACRT m DEIEri-lem DY MCa1 ENGeEEfR. GEE NVAC HAH 1 eiTC PLAIL RiORa All. p[IQeOR EaIIP. ro DE ♦ MM Tp' N/.vD. R FlT.ALL® QV Dp.AT10N PADM LP GA6 VALK - EEC 11Cr. ORlile166 roR DVf.T LCGTKN E eP4G p❑ MAN DDCCTfLCT. I4❑ ELECTRICAL 6ERVNS PA•EL . 60' .aOO.4 iLCOR 6❑ ELECiR1CA1 TETER DOOR DELL UIOEA.Av10 LP Ci.b T.a1K - GEE MFP. D1dY•A rop RTLatB]DED erg AJD ePEc». D IBXP DECK TEAPALEE TO RECEIK NON-6LT'GTONE PA-' EtD6ET OKR LkNRYE1WT Oalga M °LOPED VD' PER FOOT POR PRQtR ORANAf! TO PERPlTER AID-TALLEO OVER YN[aLi6TIC ROLPRO' - UI Tc 6YeTETT - MATEJVAOOFN's DY EEGI OR EOWL APPLIED DIRECTLY TO DECO NWn3X%OP MFfpRMIC TO DC 6DTALLCD Ab 1^CR eR[A OR EaWLI IFalGand PRMP - eEi NTE PLAN E LAID6CAPG PLANe Faa ePEc ® PeoL Earl ror oeETro> erR PLAN FOR 6DGACT Lxanaa 71 Gm GR61E Do4ETla16EE PLIMDK+PLANE ®PFYJVIDE IT DD -- DUAL O.N rLL,ONG NTT- - IEI[iliT ADD LOCATKTD ro ce coamNaT Ev wNPAe OaoTe. ALL 6KOD FLLOR PORGIES / T@6°ACF21D RLGM HC68 DIDe1 6EnmrY xAm+r'Aor aR eauu reLePHO1e LADLE PAND. • iC APP. 74 DOo1a DEIL QII'E tOJt LK.4TION 9'd APt_ WIR TO /'llNl DmaN . FRoxr ODOR �, LP ✓• Aigt q1 OlTd1DILRAL GLAD r I60LAnW rAO6 - catlRAcTORroR TO vEPFT caracrtr / DvvNDG w/ aua7a / ¢ru.lrr DcrtPANr. ]e ALL EaT. i-TCD 6a1HN M GApK! NULL DE -anD To MATaI PMDN RDOR LLM1EL OR M6L I& NA - n❑ LP GAe POOL I TER er onlRe vERrr w GV7ER ❑ PR0' M NORTH POT am TN POR DOT!' alA1ER DO1L6 AT M DOITa1 1a a N KR081 I6L.LTD - KI¢P+" NelGur. cuESR. z9 6• 014 ROOa DRAN • LNADRr Raat - eeE PLIrL6rt+G PL.AI7 0.�R coreattoN ® rRerAe LauDRr CMPL'TIO.V DOX FOR WA04ER MD DRYER N 04LV. r't rAL DRYER �S+r nw IiaOnlr uwl_ DRYER rott ew.LL Nor Exc6>±•D naNn4cTIAa.R'N R�crrmroanay ANw oR aT_ ®CLGIRJLID['BL66]'1Uw WANIER lCOLga aNf(El nrlatr 6l' OIlER1 ®ELEOT7NLLf 9YG6TJw Gm vRreR (C0.ge WiITPJ rKRFY UV au+<Rl aLNEdJRT ENK RO DE 6El.EGTED DY dueRl ��� ®6b1.P bO' LP 1Ae RANGE - b DIp6?Re W' PIR4JED OJATasINILEIe ANp -_ ... � w �, Lr lJ - I 1 O I 1 eiRARED GRDDIL • Gbu06C4'eT aV by PIN WALL HOOD T' - - I ♦ 1 DEPTH) OR EOWL NOTE. FilT'OE]e TO FbtALL TOT FV1ER ALOIn [.. O __- ffi: I I DADCeDE CP R/N]C - KAFY w [W0! LN eTYLL . LOG1nr)L I J� K •cam. _ - ® i 1 36 '1£CiYII• eTa6aEm 6TEF1 erac OV DDP. R LDNaTaNT-VE3aFY 1a�y1 1 I N ❑ DTYLE E Cd.Qt 6V OIFER R N1tltlOR pE61fig1R � J4' OVERLAY DINRWINER DNJVeEPYDfM/¢ DT DO6CN OR EOW.L (VCRPY 6V OY1ile.L a• N61PIN RetwTerA.raR rewIRATOR TD ea-TNNare PRO(2R m uaNEr ruNE, roR OOOPDl ❑60' nRrJr Dcu77 DDDR nlcrawaK . atilt _ wcD9orEeTH 39 DR PGLLAL - [KrRPr uv a NERD. rewnpa[-Toe TO coOl®N♦re rR�PER a.GAR.wce w cae6ar nANP. PDR DOORel ®w ear♦1? ELEcrRlc 6IALL o.•ET7 - lut - uevfaNEeiN oR GaWL - rveRPr w DueaJ. rcwTRAc-roR ro cmTD6Wre rRa'ae GeARANCE uv u+D6eT rwaP. roR DOOP6). Ofr WNeIN'a OP.YIEl1- YDIF - WNIDEO a IIlRbeA6 OA EaIAL !V£A&Y JV OWERl cONnaAcraR ro vEF�T' av aYlR oN Au uoERcaNrt9R APPI-IAICEe . eF4te faliJN IQTaB1 IaLYD. WIN _1 O I ] ._ � I - I W I12 ] ... 3' !!b 7 ¢, a 3420 GULFSTREAM RD. '. ------------ - ---------------- - --- , I � GULF STREAM, FL f , I - I I -./ r.. ..._.r... _.,...-..."_: I 1 W CLIENT APPROVAL W ❑4j GRANTR KrTrx-N caNTERraro w r en.Anur eTs.E . D,.v_K 6F'IaNJ - - - ro LDEReEX a urPER cADNero w uwrGR PAu' eDm rvERPY IY w ceLOR TNICgFAe AND ¢+r+e uv oWN4R1 _ - 4� REVISIONS ❑LTPER AJO LOJIDt WOOD RADta PAN'1 CADPCTE w GROIN ::- _ � I I - 1 Q M 1'An61Ta CONTRACTOR TD PAO•iIDC eua• IJPoVIl116lfd ?/ �I N (CADeETE ro PINNoe LIP FCR HDDEN OrTKNN. LW ...._. - .. _.- roLra¢G LXlITNO - TO8 aarnl----------------------------e'_m• eIDE_6EIDACK _--�____��,.- � ---"-"_---------------------------------------------------- --- - ------------------� l9 ®NF]1-C4N[RALTOR TO PROVIDE AOOITDNAL tN-0OKNG IN 6DW - ar T-baaa TYPICAL AT ALL VALLT CELNGD lKRPY w a1J'RR ON ALL NRJ60R CELPIG PD[R1RE6 A!p J ����C I4' a� FWEII TO MATKXN¢ PRORLGA NOR• KRPY 61TN IEIX ®1LLI E'E' C1lSTC t0 �REN6tAM AND�ICQT'LYD�iYl� G°'N¢RROJ`R- F'^j D" FLOOR -PLAN , PROPOSED NOTED SECQN CLOEETel DCf6neA4TLR ro rRwlvE CERTEiUre OP CQFiLYYS (TTP). - "-._..- 41 6'_e• n e' O' WDE FDP'DAEeI DOOR' ❑ •T6.6OpD DT'IrU-EYES' [�� -'��/ - DR EOWJ- (vmRe•,' 6U CWJ[Rl OR 1- eI wDaweTOO M eer REEa`aT [r°. LOW. eLr��ee (6EE ' SCALE : 3/18' - T-0' ` ..._..._ AUG 1 Q E/� �ry{.Jy .11 ® ioR cerau mrne ,� a ua ro�Ge NAND MHOn ao� MTV REOUI 'DaT�e --N TOR �7 v l� 1 V L U L ! Trs♦DL Irlla PaeT To ce cGLIETn 6anJ Decow+mE to rRavDG cDerwure a ca'Etv4rE Rrr� - caLae uNrte WOAD TRn - vee eME.vNG EEcrNaJe <KRrr 6v wEavxl 6AwArc ROOD to ce a.Ea1eD arD Prd!r roR r x r NOi-BLIP nAraLe euoJEla FLIa To BLCP'G To DRAN EET FTI D' x D', LDLii r7w1 Q er vw.Eee eTm aw eNc TO eE ®fFweu ra ADLmo Lw uw.L nonce soap U 49 ALL WEEtab i�DWBTRAOGe Too as PANTGRADE FOPLM ®6ETHWT M"�iDea a"Iroo s ao T A GAL• OPffiINe OP ❑ DLEtO OR EGLAL6YDT �'eTVxYwrGOEAr- AAr WiH DIIE (TP RN6/.KReD . to [Q:OGRIK�rILG OR Mb®LGl COMRAGTOR r0 KFIK UY OIIQ POR LOOATIOi w416 N ❑ eGLEct® OT OVEER DRNWY! / eN'IRE DY •JO IF M OWiMEMaL u1016C' OR EGIIAL R (� j7 I , fr OVTY TRADFA 10 CWEGT DIId=1TLY TO iFEADe. GEE R fIEG giN14D! -NOS[ M0.0��THN1 044�' ARa1 T FRIRUG11 YLE,NxT'°• °YI T MOe e1�0 A PBdFCIER L F.eP�. Q D JI4TAL eTIDen D�ENfJI YV 6/Y.' TJIRODC' DYIIt fh' f0 W Ne ID6E tD I OIOIE. TD GE ®. AEGIIA�L r rAN�1N3 . 61L]GtN - ® [ Q. DL YR x LLfM A02T6-�61 TO To Wa O I �J u I I Stream, F L.. A4DD FOR p[TNLe. rNOTD TOT HAIIDRA]Ae 0 DE %%' MECH411D1 PLR® HI¢lER T4LN ea' R K-k TTP. Q�i ArT GARKE NBA�RYSIL MN.O ] O INGa6 ®LOGAT N d]Ee Wr ORIRl n e' x ¢' rVEIVT d1 ®DLAIXI DY KIDDER 0.00RAY EriLCL (YERFY OY63tl ❑ YW ORAw1E oOIMERTQ6 [ItlR �Leb WFpb6Ge 6•NE1Y / N4'RG1N �'.le ORIMENTAL ANN YIORC NG' OR Ik ADOV[ TT@AD - 61ORr CFbr DRAEFKae tLR APPINVALl IM\'MO A TOTAL AIIANO[ LGee TWN O! [U RYA1 PER Q! V CONT I V4• M. nY CCPPDa DRIP E .ALL TERULL6 / e3 �'� �� OdPAOC DOORS /V!' TO T@T DACE COWTT WNp N 60WVRE R- o4 OF£TENT e=a OF 1- ENO-OEFD �dNC MOMTED ovHDVGAO RAM NKUER YV W4LL MgNiED ODTgY pllt-M DELK6KRtKJ.L ALOvE [a6-Y - KRIPY YV OIIBi / NTGIGOR DE6KfFJV - Pd1EL DAILONT RAILPY+ AT PRTIT ML dY TO !¢ X' MIDI D4C016.1A ❑ OT=- AND MPAC1 REe61TAM TEeTN¢ AREA ALL OPaUtl6 6NA1L EC Q-E rU PLOT ADp.E AD.IAC'ENI HNDVlLD 6NWlR NOZIIL (M. M ALL 24TNRXfIN - eTTIL ®Wilt-M C/DNETe AT 66' AtP, rMOl6ER CAppE16 OR c6NTRAGTOK TO PROVDB bq• O6'A TOR APPIROVAL (NOID A TE)REaaa IeAaNGE 6HALL COMRT Yl• tl¢n IPD�dM } COARACTOR TO PROVDE coar. 0' ccTIPI.u41cE.ORCEi DooIN GRADE R eELcw M DAae FLOOD a ATIOlel . Pa6eN TD ce EeLFGTGn DT aulR Gauze uV DlAD-DOM®D WALL PA AND NUEF]e ❑ y NANeCOA llE6IR+- DGuca OWLL - euu-i-N anvcoR FILE NUMBER FO DECORATIVE XTPAL' APF7_E'D PANF.e OR lASIAL RO DE ID mreW' Dr aRn:R - eEE EXTERIOR Elxvailalez 'eP Dr.R[,D Pr�oucl6' oR EaLSL - erYL.G vonR° oR Saw--KraFr ov oara�R cx er'rLG. mmEaE! �+®-L - oR evuAL -KRrr w oIHER � 510A201 N RPe1GFD PlAenc . � RIe1® art DIarRIA11 b• ro e• PqR RIfmNG erAOL vEcoRAmx AL164 GAre er vc aR+xvaaL ER-N uDlec w ccNTRxroR ro PwOvmG eLeT. roR Haer rLOElRa45 ANo _ _ Q PRET1116t GRAY ufm eTote,- TYP. • GARAr� v6aE WAu• m- E7aLaGroN uxt_ , NG oR Ga1AL eGG nxHAl6rx DRAWFne role olnvoae KIR-Fd Q Me• eR En rmLaR eLAoo -NOR. GATEe to ffi eEIP- RleeAi LG/T FIXIIIRC7 - CaRR-a. OaffJl TO DG LIX-ATED • WTALLCD TO TE N.b[LmG� M CMRAO! IJOOIGDl TO DE ❑ b LeY1NCKY PDM�C TLo A HN •m OGNNTf ❑ I'E AEI- 6TLOGDn]O' RSLECTNG CE➢-eG RAILTO�~ ❑ C'E11AV6 NG I1ANP. sm. OR EOLL N9TW YR! atIDLVR COrGPED PATIO TO HAK TYMOY a6VALATGWL TEOA M1L P M M. ADOBE DOTT. Q X DRAWING TRLE UCGR 6TAIR rANIRT. NN YKMiX�PRf• OR ER nR'dq.D/ f�n�E ® 0�¢DD F ID [F�1.1 uY » O�IAItf x.R b101¢ eGE CML DRIJLYd AIO �fA6T YV rOW 611L.P erfEAYL vM1LlED CEeMS rPS fSLECim (f1L°l¢ R.W FOR M. N0 ®FII I oR EaNL K IW W PbT�A! yb RRGll.d6 er ❑ eGI�N end-1{ oR Wlil - iNe T APR IDEDleii P POR .� . a'v . a PROPOSED DOLre m Pe7a MAN,F. 6PEC6TC Nel1dTIONe R EEE ❑ I'9i� Min dTN M L DP R TWI6IOG ❑ G'-9' AR7✓EDl LFB1eY YV e'-O' ePWG Pr. (°ff DUEDMG C#A CT RO-O'I - eEE E3.EC. / FM1iIDYa OYD'D fLGGR,ID . N-[! IORLGa7N. rCQ/IRAOTOR ro RNNDE 6'-6• HICA1 e• COC1QriG OL00%COVRYA/O BiTWPCL YW.L i ® PdIAL [WW,KIl6f LAJ[N¢ DUOGLTWAIL'I. IRME CCAOInaM RTPl °TRGTWAL URNIM'd [TTl b ❑ UV rA1R OP DECORATIVE !'d x J'-0' OAtGD IW DLACK E61. 1- ALL E.Dc¢6 iD HAK 1 PT. GC DUON ANDNOIaED TO ®GLGGT, pRALLN•el OOq¢ DPR3Ele uV LIWT6 [66E N AH El•Elt�@1cT. ®6GCNaJ6lOR KMaTIOTYL h• TYPE'k' GW6 w LEVEL PAMIED PW6H OVER I•ETAL a1TDLCR 6HaIGR uY DGCOIeATIK WALL Ilu 4• x 4' DOTiNKl.N POVCGI¢ fAAr RL6N tlY 6MOOM eT¢CCO RNbH AlO 6,If:CO SECOND FLOOR `❑ ccTr m rcR PRODUCT aPnNvaL ®eTiter o ��ee �eT �mELD r/ ® Du¢.oN6 a�la�a WUL6. cGlLrre R R.oaa ®�6DLxx ATGo�[r u�wLRe �G h i'ue Gown a Ai.L e ❑ mJ Nlalen wa.L I�iv�eHcveie rom wa Awrr.G cERArnc etx eLecrrexx vwAURre PDIe au. onGnIOR LI¢NT6n ®uV'EE[♦TOr EG ` ','ei"-APRY YI�KA D[" 6, •�aLIrIG 04pK1E DDDR 6Wta1 /PAVCET61 ®, -C ORI roDnT mGl M"fJ°' .Y tLL.ID WK Y1D �A Mde F8N6tdN�`OT!'tll'1 DO.G�RD•' eFFLD FORS-INIG a�LT. ¢4 py�gDgR DEe B�PRIOR iO E PLAN NOTED Y AT ri! R¢ERIOR EMIR OF ALL OFOIWe NO ¢pd M PACC UY �GtlAE HM9E6. TO DE ]e MRl RFd RAt® OCVR ®RLeLH r�CalORt WIRU V ME GOLOR UV rWER VWLT OERN'-0 (KRFT 1W Q¢83 MTERIOR OEeK#R W N1 WT TKN AND LMITATKN m PER PDG-R `aaVl eOJJRAOTOe TO PROVIDE HPIQ PQe ENT HW6G TO _ Q ALL TIL q•D61Yd - WTALL!'D m pa R MMIP- 6I-S m !b REFRK£WtOR OR EOLRL reTYLE A7D FWN! TO DE N UV. reTYLG AtD C9{.OR TO DE nm r!-rvr� DT OYBW. 96 6NTEROR CE ifX6ASe 6DNi T6E4TQD FOR ELEVATKTDL ®POLYET[TLBE VAPOR DAR�3 aJ W3L CAPAL-IED FLL T11L ® VON' M E NLN-6LIrTO rIiQVE PM E000 AT M 011lR ❑ LEADER bCO1000[OR Vll.De -(Wni OEtdRATIK GUR6R H4Yd'IeD O ' - OR G6 - NOR• COMRKTOR TO REODGT'AnIENOa reef ®PSI cCTFn DY WAERl ❑ ❑ TERSR TREAT. (COIL rRFPARAtIW-'W¢bW-ro' b - e GAL PDfi• DECK ro R• M¢oeeT ovDR la' LIaLO YiATEI'PWLtNp ON DRAOq:Te) - 4• RaW CCVIJeR R - RANeAVER GUTTBJ 9YeTEM' DT e6u AND CR MANt. PDt b W. Q eLm AIaA ° GAL_ Q M'd LEEAR PT OP FCOT'0e1 [JQlC. DGOK'eKALA6TlC lle/16' ae EO lRPO. eAlTRE POR OWNER NC ae EOY.L DATE DRAWN BY PIR]3T DOOR TO ce •el¢lan6a DOCIe NG'- eTAN® MAJI�AT[T RCCC6e FED L R TTTI N 6L AVD 6WIroH DO 2E M QE ilOiR y YMt93 CI+CeET VSVT WI OlF®e P ELGCTRIe RBaIIERD - n ACG•Le CPT° A E ATOR R6 - !b' x b' x 96' MAdME Id'OI't LEe6 ALL P6Yd ELADE R COVE!® POIB]-CD TO LLLK N MIL NTEF60R DEeIN6t APF'FIOVALA Ca111VIGTCRTD U6G A FtlL- N 5T yY o RTo R 6m T- DY'CO. z61MLr oR Ga ❑ FTI� RAT PaRrmoN NULL DE IETa-uc wmJ A eI.'I�Ace ❑ rorYLe aD coLcw ro eE nP x..PT, et araex ❑ I'e6IVENnx eLeVATae uv EaLNe rcAEea DwK rornc,RY• oR Fa.rEnnlae vAPwe DAIv6ER. - w:Fr uv erwcrwL n¢DMea. NCN DFLOIRceraRce nDxT ca rHN6Gr GRwr- P�'� � ro vP.ser alw uwrER R.oy auaY § F 7.09.21 GEI FW NOT TO EXCEED w W M AND M -Ace ARPA of M enWL- Rla cola w prnaaAL Poaa-n [ure rwTe eiAac -RAIL RaO•I I,w l PROVDE a3trPlure 6 CQ'RWN� pY WPD E PPAT REaTNR. - ❑ C{EYIRA[.-tOR ro YBE 1 �' flE EDGE OIWRTC ca°[TF9¢TOro FOR eDEl MN1LY•Mll' PANELe YV APPLIED MOLnNW 4 HI-i1♦T6l eD ❑ N' x M' CaiLI�TE CciWT16 6Y h' f-COA16 RIOOIH DTIYGO JOB NUMBER PFNVDC NIOP tMNIe1D POR LTIElR APPROVAL DO)E6 6HALL NOT Eh^CID IOC Ea M rER b0 6OFr Q UNLL Nl EAnlaaTb .4m LAVORY ROOM - EFE FMIeN 6GEnLLE FOR FIAIDIPABA OR EOIAL - KWY YV OI66L / DF1IfJER LN ALL !N• x sh• 6TlPL COLM'N, eEe elR1CTUPAL OLLG6. Fae 6PGG'n . n rANr® FNINA ! 141eED erUCCO GNDtG Ar TOP IItD DOI"TW PT E!L RDO! rLIN Pa1R [LIILt-11P CPoO2T R7fa PONThG CRANKS _ _ tl6�ACE DOxE6 L(XAT (N M oPPodre EIDC O M tNWEe R MRO.'1DE NYJr pU]'4 7VIa APP,NVAL OIOIE• aPeEr ®PIOITETIVE CDATMG - Ca7TRACTOR TO PROVDG N10P OR 6TR1crUi[N- ORAumYw ❑ [NOTE ALL CAICIQiE ro NAK MK J LA'rDN eMOOM MOOPn9 PLID 6, 20210510 ® QY E (ir160 [AIJIL fRN'IG oCt9R YNTIEI TO DG A'P MTRIW 6W1LL DE EPILID ]4' MART. 1FSPE1® FPAfFlE6e GLA6e 9lIOUFR QIGCNIEE R OLOIa 10' DOOR / OGOR JAIL TOLL4pp° P ATOR fl R CAR rNE°HOLD [6' tMWUMG6 FOR APq°OVAL a db ®Ale iRELL16 JOI6T YV 6HEPED DECOAATM1! TAD- A CLAD6'A' MC04® CAP eVEET - T1T2 REN6TNrT AID CRFiY 6VALl. DACE CCWTT MPACT AND 66D DRAWEYd roR 6rGC'e OR EaWL e@ ®naL TNIOQIee w DIeIN® daa:,'E CLIP6. (lIO1E. TID TO NAK !•LAiLI POR ANY R ALL M1LOR QIILETG ON EIM1ER RLOR ❑ WP�PEAM6MNttlrW GFN�PLL�ri�llnie �D © RNiPRD' aHKAE MT m DRAWING NUMBER CTCLNO TEETHE RC(LE®'!ME CONTRALTgR TO !'idOVInG 66tlLE ELDNO OLm6 C+"`DC DY bRgNA1 R6N'®gEe NIaRJ¢ [NOTE ibDTEAT MYi IWK A MNPVi EQ wn n D] W' % b'T. ❑ CCNtIPAGTORTO VERFY eTYIG AJD EXACT LCCATIGVe w WATE CT2TrATE u c[a,rLLANCE rtYri _ PRa tce 7eov GLecTRlc cAla OµAR-�I¢ N GnRnGe - vaw+e• oR Eauu _ Lm[AnLe xcme rurcH rPRovlceD er mvAlalA rdca_Nars aTER AID DR N�uoR DEeLv.En. nel'eaca. - cwrRA TOR ro PlNvlve ALr. PRICE Fa[ ALInw, n,wP ePecw LWI E 6LAee COWL TO � MATAT KEN[ etaTANT ND CGFRT ®�Y YV Op6ER QL pIWD R iTTL ®REO!ee®~{'DRLOII PNWi�FLNR ELq+E TORpRAN 6GT N � AISA'1NKN WLLQPROVmE ACCEE6 TD M DEVATOR MTEItlOR CLEAP6TQRY PD® CiAEe WTDOY N'O PRMARI' �6 - �� ��1 � RiT PRXO.G NT60.0.'KL1 CGNC p1T TNF DERtD4 ]' MT DY � /A N RGaIEN'QA6 CORRACTOR TO rROVDG C@tIHGATC Q TTP. AT lN1Ef60R GARKE °TEP0. PAMT IWNC PWEH - A PEiiOlER6 OIF� AC#Yl O ROORR 6TRICIMAL OLADli� LOI�tN' NNDLG WLL 61MLD OrEAt'1.11@t pRAR ®STAGED GpADC W7Jpm- [YERPY gIE.EIe -.OR OEe AEIa ® Kl' iRELLIe LaCAtIQDI A ¢• OG - PANRD RYP. AT ❑ MCTT'm Qi -ART TM-TK TO JA. R4T -` A2.01 ■ � CO'P'LINICE RmA -EEG [JOOP AND I.OIEIa CAR LLITHWT DOD1Y ENTRY TO M eNKTWTL O/ eTAN CR PANT) GRADL RTUD. NlATHYA NGTALL m PLR ROOPYx 6PCC'N RYPJ 000 [NOTD ALL HIPe TO HAK MOH® UPpl 1> "Ah u ti I ra• raw CLLO' WALLe AI.GTYi AND ROOK [ ROLP cwoare ro ee DY DNGA OR Ea1AL - WtALLtp Q41 AM OF4}i AIR /^ y I I DALCGTA' A3.00 loy DIDCK W4LL0 ALaG 2IIJ BOOR 1 AD f£R MAVF DPEC'A . pLOOC n.• w ALOIG ao RDOR _ - rIAnTECTED uv'elAu la a'rao•:: I ;ONI _v �. _� _. ' . ,. i (OlUJ' M1 I eY e�(A ar A• !AL - NDTALLm I tow 0 TRELLIQI�,M TO / ❑ __ _ _ ELEVAT1a1 FOR LKTAIA .... _. _- .. 1. �O A3.01 PROPOSED ROOF PLAN SCALE: 3/16"=V-0" U W _ , a N Architect, Planner and �Designer u AA-26002044 W 1045 East Atlantic As. Suits 303 2 DslM BDach, Flarida 3348.3 u TEL- 581-278 6011 a' FAX: 561 276-6129 a W ISSUED FOR BIDS Q PERMIT N 'D CONSTRUCTION UU W a Z W 3 W s 0 i 3 Z UJ i U� O N_ 3 PROJECT TITLE W SINGLE FAMILY o RESIDENCE O 3 Q (e a w N N O a >r 'd 0 a 3420 GULFSTREAM RD. GULF STREAM, FL NLIE CLIENT APPROVAL L11 REVISIONS Q N Q RFCF-I Fn V AUS 9 20241 Town of A Stream, FL NOTES: Y� FILE NUMBER St0A202 W L a DRAWING TITLE RRv £aPYALDA�bIONM a A CONiRAGTOR TO �Y ALL EXIDTRG caromora, Arm Norm AscNm=cr P.wr DAMCWPNk.Y uv DRAWNne. W PROPOSED = ____ _. __. rsEP � No1EeA 4. ALL AREA CALCUAtILltl ARE APP� x LEGEND: ® MDK1.1P2 ]'-Y ROOF OVEWlb47 Nacre ro wve e.a Roc' eLore NOTG CQV}RAGTOI! TO PRONDE IRLt14iK.AL AND TlelEe FAdtlGTOR uxrH ALL ne APPaxw4re oR.euer<FOR OCOI®aWTKN OF ONGT UIaiC FF]ETRATION6 THR. 1'iYVI THe DTRICIIF£ [TYPICALI NOTE. ROLE 4TTI0 M1ALL CQIPLY VY ix - ]WO ED - AtrIG ePACE NOTE. �f. TO DE '4Ce® eYDT@i' aepG [Y.aW QV R_De •K1lE']�' AJd1ATICN DY YidLE NWLATIM' at E(31AL TO M WDEWeWE Dr THE R'tT eAeATHsn [TYPJ. MOTE. ALL 'ILT18@ FOAM' TO GE PR02Cim MATH OO-DD OOAtlIG AD PER FIAR.'4GTURR'D ePECRKITFaM A RA! RLRmA pIILLDN(a CODE le}O - a1Y P MEGLWICAL EOf1T. le PRTALLID N Rf.'Lr ATTIGL Z F 0 BATE DRAWN BY £ N 06.21.21 I FW Q a JOB NUMBER � 20210610 DRAWING NUMBER A2e02 1L L T>o XOt.'".ORMW.l1 s I..D A.IT ALL DblWalY > wMRIA:TOR,D Awr ALL ID..TNb (rzPDITlagro wTlr.RablTct O�lIWt.TWO1NY�Y A AL ar�lYL I(•u ^• AIOI�I'�r � �C W TROY Lama OR BOUAU "SW L509M r..APIIW L AMrC O y . ®TROY Liawrm +GMWW]LL PA,AK' ° �� :.4� ®TISM LINITNI'G40W L rww CIIrD WALL N]OICW► TIT. NOLIIW P01PAM AIL lLM TCT1110 m PL ATROA9 IIR aM/AIOWG/Mrrw OIWR PAKr LECiBO • ML(alwtsroWTaum. rIWS YrW.SLrNIDCR M1I d.C'SIW.m LAOT ffAN WLO/ W 1.ASfNOYwRalR 7 MNM fSlAse L'OCir AO I1lMT OK1.l .N It PLAT TILW POW ©IW.AOL 40 SOA MlWAl1INllNM NRmr, ..DWI NS W 16 ML CYAL�r YL ICR I1vY IIw\]d (fiT,mmwaaero rR]Aca.Wrt>.Pa CWlRAP1.ov/L TOPW tW.abD ROCR y{ SDOOW I.N. • Y4 ARL AVGAOW gALWI i]LWV. • -�'�' WIT PSM . (ATPI' NAVDJ WIND PFIESIRIM PSF °°° oMroEffA �rDDowB wAu S 7FB7rAAr AREA VIA zoe w zom 02 N FCW W rJImM III (.)PODIA tJNWTA! I"m w w 4M Prow 4D 4Lt 4l r4b Mmw ..] 4fN Au JU OWN, Nrow d 42A a1W T� W � WL/.IIDYYT000RaI/OY WMNN11.Ol Af( Will 44 Q111 MAr ALOISIOCCIOWAA LS.OY EXTERIOR $ UCGO: MAL LATH Ar MICAMN L APPLY Ki.AT GOAT NIH /rACt1(TO I 16L N(O LAM TNCI<M� W(YL tT AID .CIRAMI TO RaMli ■IWMCL 1 APTLY ORCWN GOAT API). 6014A 1 COAT )PAW W MW AMP NMD AND IW S11 MI.A NSHIP TO A 11Y WwAi I1111106T M I� P ADDRICNAL WAR LJYM T.alt11 TO Ply.! P.iWP OPT. > DA-M1161MI COAT YPROPW ArPLICATIO. GP PIWCOAT. APPLY R6W1 COAT AD Wllr MWM GOAT TO A 11.T RVW rAACr gWl✓m M Arrlp.>m W GLN n �. l iWWCOAT WOW (MMAAOATA APTLY TIM M) CAT STIDW TO COCIII AD MA"W AM" TOTAL M4000 A TM4NNRr f NOi If01lL L Ti#WCOAT WK(M LATPPA APPLY T.11ill M WATT= To MAL LAM TOTAL(V NOI TAM AIIAN TRIAL "*=am "w-mome (Ml NaP PIWVt A. I.N ORr am-0N W== PIV = IW OIr OR'\OAf N pm"m O..WY wAD. Am 1 AL bma'O IWA7wI WLLJI AID WONT TO 4 F M4v u]TIP AIX W NLIf FOR rWFW .)COW P IYN "lot W ALL WUPW WOMD WALL S CO LOOM 64A7 tact ILII11 CILMIAPI WS FM NTMR=kO YD ILI!!D Pa W'eC.IfaTIGM R M MCM OfTOW IRS IIMI N WF ALIM (feLLrM10% > Ar'RT OOR'MIM rR7010104AL ILDAY/ YAISC M IDIMA C, TO AL W MINI R SSIAIM FM PIGIO wl(i!(LY.10 ALL FMI�RALW r!. R'WCPT.4T101W AD PLIIICOi n .MRT.P'RAYA1eLW -TVR A Tar1l/ltaAlW �r CUT�Vrli QlTra�ts! A Nr1LY DI.Ade rvA ?Wwnm AIO Ogrp ..Sm I1/~T mm W IIaAIID. ELEVATIONS NOTES toTA AIA P PA( -AM , IA.4 it IOTA AMA PDP..AI MAW_ IOTA PSWA. (J(PAOMMW fI4,I4N.W.W WPM P-P AA11AN .� y POINT T Twmr RDOI y wbv w ON.. Wa A r. --- TP M WD RDOR I W114L^M11411 i Art. LLAOI LOUT llM/I NlNif -APP. - TOr -.FOUND RGq. AIITN]OW T NLWV. • W4 AR. -- Al 1P W f11i1W ROOI CY..CIIIII O2V. • f.iWW' NAVDJ \ S Yi CfVI OIWIl rAGPWA IBN. \\ � N luay.vo . m. v IPAVD _ ISM 11AVAWN y (K JGPWP � ITw.. -ram' AVI.AM CR'LN A. P T.OND !SN . fQIY NAVDJ NOMM FACADE CA�MONO TOTAL APEA CP rArAADa NN.M' TOTA AIlA P (a'lWee S x MTAL QOOV mAoum ®RAT-11" NTCROOCK OCNS ROP T" SUPRA I PLAT OY wax P-P Tl4 W-- rWOR 1 r-bORO-I!SSI tL LAYst PIS.616MDW r M. W I Vr rRaAecrwl s1O01N ® 1T1000 DAW*I.(LAO. iaAW Y Mr. W> PRnfic". IRT NOT rwmw m SMP RT TWTAr WVIMP APA PA1OD D2.RAGW PLY.D. WISAW& MALL M FW MCM S'CTA IMLCLOJ - PANTED Mr0Ll t SPED MR POW" PRAWMAK CONTPLKTOI W PWVVM"4%2 TLCR ATWWAL. MPJ MOIL ALL 1.1'. TO WM Pllism (IPil el ❑ Vim' NN4 CCl1RTAM s/TRMCL SALL W PAR P VIII RTAW M.OYCO OMONf ISMOMM,lrlr.AL AT ALL WORD ®.I.RalO,TYWAS AT ALL Dooll ADIS-DOOM"" POR . rear P SAYS W OLAOC DAPS POODII GOAT PNOWI W W1omN (mbCO P.YN AID STOOO GAP OP GALL - PgNID - M 01R17M.LL DIED. � - 0o11TIML'foA m Fl.Orq iAITtW MR AL MDAOW ® PNII G0.OR• SLAM am w orLow WLL rolw W swe ❑ W ALLGONTT � AM GTdNS TWf(W(YfTLY CMAINDS/ SAMMA eY'M NOI CI.PM'ORA WMW OR eaIAL. OS.aUITW RALbrW W WY.!GRIP COAT PNW I05=01101i(XNTRACTCR TO Pll a"CRRIYA1eP COIILIMR (TTPA - am DOOR fLOmLLt ®AUNTY) ((Taal OLAM - TOP GT MAL MIK N' UN ROOTS SPACOD TO 4 PAMtlI PW IPPOI.(eOMt?I PAL MAX]' APP.- CO71MA-tM M PTVIW PRCa R1l lNrM N W TPTJ- PIS--• Wlor PP""SS MYLW, N AM OW.NN OANTY I iAPPL�t WT'JORWOW SOON K 6W CR BaNL. SAICOIY RALNW AT PP a SLLCLTM' TO=M- MW � POWKI's I' 14ALr Rabb -PPIR d rm" IMP DeCCPU Lwvm CODICIal MAOW-tlTN Pm m"TM dMTI. MAMA / SYOMW - 4• ROlD DO.PWPaMW - RAbr4VIw KM ID P W ?w TCSI w dtr &tmml ID014r T/DI.II.OIti MOti AL p INSWIt RALHO Sw.L C MMY W Ve ]b0l d rt"t ITWISI IIC Ol BaML R.Mou FlV±OW NOC QM PLAMWI TO dVOQ 10CT W1OliLW AWY ®W-L IS S ICOrT.-t�B PbNbP 81112N.W rONDOO TO 4 MALT tCMPLY 4P/ C>OIK PMWANr NP COW" IISTAM AD OOILY WALL L'PADW ffabRY (TILT AID IW aaJw TSIW IIaWleliW OOT/TI.AGTaI M PP.a'OW ❑ W%AW T LAM - W 011 O', Ol SilA1 A1.4.LDW DOOM Q AL.M4 r SLAM - TO m P I AID W O9LIrICA1W P (JO.iLVAa (T'PA r N. Y T9O WrC WCOTN STA_ IPPM a Na ( ALL DAOW OOORY ITAGI AND lD ov, 1STW 0 0 '=NS POS "",I, /R Cq/1RAGtgl10 rROVC7• GIQlIrJ1W P ® '., L e.YD W r K. r rp G ..mtxo) T1}! AT MOOD KO - INAESS" P NowW, (7YPA tC pfR) -; M •"" teSAlT W al0.1 ®ALL O.SW WAD OAI.AWW D A0111 TO I/YT RAC[ mNfIT lrb (1GNl AND MALT Imm pllmaaAsl m rI.O+A cTLRT�n OF CPTLw my t M WaNL mAG LL1- COMRACIOR TD V WrT W 6MtlW DOM MMIR PRWSI CLEARMCW RCfrID PM APlim.TIWP D(AN i1 7ORAL' OOM•OWSK TIW (0.11 L 1- 000O4SATNI AOIMGAL PAN" M D2 """ M ALL II01@lA42W TTA DPI. TO S r1AOW . ONIL� OQNAIC EATS. M-IM ATNW MI RArm S' LORD OAW D {� OIW1f WASK D_M AND ALL POWN OPI1414 TOT LATOI r M.W r rp%oAm=%K ru)mz LAym r Ia. W Iy PI.00TICN A P isLAYWI r NT. W r P'I.aCMCII - PANm - N WTAL ©COR 1 w W.. w COrrm DRr OM. ALL TWA/ 64GCiv ALL Atli LOO. O ZOR TblWCld I Wool 44!1 TO M �- SET N VSK." . dI bOLIL A CYPIGT mb4.Lw rnc.11 ALL TWOCIW TD NAW I . rS. w Sb:10 AN OPSIP TO OOID Y PM rRLaC.T.AlPWi7 ®AL IAaOl4 TO IOG70Af 'MOW PA~ now WT'AITIOM PAVSl' OR 15614L NOW" W.OMR ODS AT TI OLIISI mdL 06X TO m Mlolf oA'ma Lka YTWTLPROO.l M(J(lLOWLTC'.WY.AITG TPAW MIIIQ l *AMR MR COMPI/WWWR CSHII APPRS AL1 C0IR4=Pt TO W A MY" MmPm. NCI) SRa1l.10lla MO.R m 1N1,ANR Oli]UT. ❑ftlP'S6LYif.(LDIWWbIPOR OITOGCR IQIO01 � PD.IA11bT VWM mAx © I�l�Na�m�m ■ ID 0 u� PROPOSED EAST ELEVATION SCALE TWW -1-C PROPOSED NORTH ELEVATION SCALE T 3tW -1-T 0.0"DOIORO q..Q/�gOOWWfV.YYWL RAM � �4 w mfwd�DWI. IPIRDt Torupe SWSAY. PGPM"O.Kn`PS MISr7mfl R1l'OIBI ❑W MAP WEAN PM O6Tir GTWG1Qf IOR rD.mA>. n at1DOOR Wb.11 W DeOOUtM WALL W 4' . V DmbNAw OLT - verr W Q/!l / wi,:r DWNW Af - aGNTRAI nae m rRwoW e1 OP Om]s Pal YTIV/AL DIWiNW -MOW ALL aacTa W fb MW M ] LAYS) QDON PLOWED PLUS A O.U.'A' PbDlm CAP WtT-TTJ-IIOIW (IWCr10 RDOR 6000LWII TO n OG AOCIIT rAMD� r . P AND.L. W DP]DGRAT 1 cT wwc ❑ TY WIO®. WLL W WIOM RIAD. PWT W W AID AO]l.Ol.b-ALL MATpWAW1Om APT'RTm AD INS 040 ALL Am�RDW 1513 �IOO.Atm W1Sr1e a'bY O1"NCA' eaNL-M. ALIN-M.AILW VSrI W(]IPAI/ MIS.OROW.bWI[SPSG-PSI PItlOL1 QlT- rO M ll11% OOIL TO SBLL R9. GOA KSPSI Q/NM7•(TA WAN jlJ. ]W ALl1llOD4 L1MRf OSJDQ MULL - SLt-M ❑ ® /T1T•M�OSITI rSRITAS.L I� ul.i IYPIiTW dw ."-m Ma.-VWWY BIOW TMrd NDOY MWy S OPSyeLW H.R1 M RA ALLm W NG TOP SISALP 00 WG rAIN - �Y 96. War ❑ N.OW O11o6t TII W W 7OCLAA AID P'IAOVOW A 0.eMl OI'WWIPI.OTLS.TNW 1r W]4iJD YD '.ICAIIlD(w W.OILA.II P7of1.MR OR Ba IT7!! ALL IIC, OlndW APIltWATTSNTSIgINDlIPALL VSR• MODE • AT rvPI fIR WLL 4R r011l COATIN.N (CiLI. WTID (NITALMPRrWV.Wsu - Li ML R-AIIA 1N1 WOR01 P TIW Q7WI WMLL S NOTHII TPAN M'P1.01T/rMWI noM LWAL NOR GI'WlAY AND r m TIi MACi W ALL T lS PIWr.- TA'R P • AT W AAW AIIA. (POTS A I P ] PSDW TOTAL l War WTLW dINNNCLOUPla WLAIL MIT PANT P tAW OPOU1f1l MI Iood I M RAID HWOI T1AN Tw NET/i1W PN RAXR NIRALLID Ad, Pst PIAP&M. - St' PTA' Ol m - NDIP tYJNTRAOtne M PlamT'ADI�ION tear, er MCA AND oR C. fD Ni1MI IOOT O10.P7/tf MOW) P CWI SLaDOD allmew MIA ALL PII WSIas(UIOOI AWOA APLAG7♦Ii D6-OROPA ALIM rMta m VG oRLPORA Nw luwc lIA1Al. ADp1l.. Mb/ml . IGGATl01 TD idl •ft�-+�^ eT IMW1 MUM 4 mA1 M ON RDCO SNAIWrt PL'ORNIUFLAMMINS -NOIe DAIS TD PJC YIP- aDlb lV LAmee LDOdI (YlW rPx W NTJ W LA1GM LDCAIOD ArWt Pl4'M. AWDA�WOTTP (AWRlNOti I4lllftWOLPWLN N I WAD 14 A (JMiRAN1l PAAO(OR1/OL ]COATM WCOnP WTCCOI...IL I'W/im TT. OS YDD6 MlMisltW PJP. rCYOs!COAT 6ATd PSI N 1{/ OIIIYAIO DIIOTIGN ITT. P ]l - PROrO! WILT ]W Rl1l M 3� V CLI AL NDGi NW4OSl TO NAV1 A PTA P /POI C6lW ND q• ).TOP NlRs -Al1bWAM AMP -CIM a S.bA W ALL Oa4�M MISWOLAL I VLAWMN NG ]OOIIR�TOR ISIS q.LNT DOOR TO ]I'.IdUlrl DOOM bL'- ldNm M N=- PtMCbWP h/!T . M.TALm ( TO rrwD m *or PPVAWM�lORtOIwm APPROVAL. W OYI.I OY OtWTA WrPLr OR a rwD.s/ iilTlk�MW P DOl'LI.NK7 aMO -A"V RAW TO IMP TIWii01 MO-nTVW N#P MOTOR® WIN"" (APO.GY/ a• IlM® N10gN.MCt']D OA.PL TTT'IG1L Ml'APO W OD 4 MALT IIOPMi - rwAOW WIP DIULWIW Iq. O.PIIA/P•I.OVA N#PATIMIS- OlWaLWCMNITA=tT PM IGW! S.fIPc NI.lcTia ATINS - Ol BCLML fGGNIRAGTOR m PR• OW rWW YTT.1 r RM..D OM ® .LS, MOD AT iCP P Wa' D1WN]W nwe.Pnta�vAu P 901 SIA .OW YAM r1ANALT ]PIPc% WLLi R MS.SVATW (K X!!1 _____ 6N.a•e err. rrW NAVDJ AVEIMM Q.G1N E•T >WV. • Oa". " NAVDJ .l1.lOIYI RLGII y ON AI! _ __� LGvOII.OW ]iAlOtl tK SOW) y ------ TIL]Lv.. a•e PYr. � (.FI NAVDJ AVIAN CROW MOIW ALL OM MW TO NAA! 2 LA"M W100(N HCObCD PLr A CiAM'A' PCOrWD CAP NHM - TT'PA etDac.TALLS ALAI aD BOOR I RCP CPS x0 TO m u P'w]reDtm W WA PI07PPAD' Tn MCA al InIAL - NTMM.Lm N PR MIN! Rt► W . M• COL7IR CCLUI b W %• 2-MATS lIOOM MU= 43. PARED P . MUM .lr]DD eAIpY AT TOP AID PJORCM m SiML - lS ITT.L'TRAL ORPNIL ®6. W NW CEDAR Tm4A A v SNrm 1pmwmT TALL (FANTOD) - YE &MM OWL Pal ALL IRON CON.CTIaM Mr. W(YNT. CATS. PLWiN. T W.ALL TIrLLIS PiW'ml]- CCNIR4GT0R TO PROW0 AT. R PMt AVW1 TI4L* - D(JLCII 1N761 ®2.2446MWAP.MPARMlWI. WOG-P'AWW1TTT. AT AL 71411.1.r LOG.IICNN ®F.S. GAS W. A. OODORATM OHIR/. NO�Ab1IOD- . ]4' OL Wma'A'YLLY AWAOaID TO PPI! I NOD P-P TAW (EDT IO WPIIRAL DRAIrM AD Nrl'ON GN A I.M(OD r. W T 4 O WDOM (Slwl CTOAAI Nll'tTTYIIODI _an TwI.LTM CLAW PLAN PM LAYCLLT. l QVR COD�4RPYCL~T110.Pt.la]CN CCNP.].4 AmNte4 Pkmer And Dala- AA-2600=" 1045 Ent AWnbc A- Sufb 303 Wray B-h. Mrid. 33483 7F3.: 561-276-6011 FAk 561-276-6126 ISSUED FOR BIOS PERMIT CONSTRUCTION PROJECT ME SINGLE FAMILY RESIDENCE a 3420 GULFSTREAM RD. GULF STREAM, FL s N CLIENT APPRWAL REVISIONS m IINIIa(Yr NIAMI t>rllM. Q LLnu.D 1TOMIwmIr PArAAW � AIl.�1PA]IR ocaR l7 Q Z of U W i u rc a w 0 FILE NUTAM w 51OA300 IL DRAWING 1R3E WPROPOSED ELEVATIONS Z W DATE 06.21.21 I DRAWN 6! JH ~ JOB NUMBER 20210510 DRAWIM NUMIIER A3.00 NOTES: L Do NOT eca.E DRNIRYdI v PaD vEPar ILL Do•ofdMAbl 4 On.TRACTOR ro K Pr ALL EweTNa DDNDmoNe, AND Norrr AROlITELT o e ,uv DR.uurue. a ILL Aq)A G4LLLLATiO1N Af@ APTR]x LIGHT FDaURE3 (11Y TROY UGHTI G1 OR EOUAL) OiRT' LrIRMi 'CJAACl1 P4RG' aR0.'TOIe 94KL eCON�E. a•WGe. ]amx x TY ®iF00f LrMTIHD'UIOaOLL PARC 0t1I0..10R tlIALL eCO.VCEe. caR(rARD wAw Dex x a'AY ®TTa9Y LrIRINO'G1fptlL1 r4rx' artOZR 1W11L eca(cEe. TT. HODC PIXR�� nbM a iY sl LDIRlefll]!D ro 4IrPw>.m er GaPAe/ AIO•IRT / M106'ROBleet PAINT LECIE10 • .N.L e]slan ro ee arNm( P-1 I�M4e1�l� O N�OEPrAlGAAbVetliil RA4m fO.RA J! G0�I16 �tD HCH[ DOER! E-9 UNRE 0.AT TaE N'JOP 4 euac fDTlQl4Tei RAaFOe. ML]DIM eN1NAla AVD o,tTEeI D M� (DOaDIID mD.'IDV NOB ILL fitLee •Nrz NR PROG PIRG OLT.CWIPAG(fR ro PAr/DE eMrtrs F4R W18lAFPIV/.iL (•bO' NAVDJ ATERAaea�w WEST FACADE CALCULATIONS A OP 10')AD TOTAL AAA Q PPGADE nU 6P �ELEV.. -b•-D' DPr. TorAL AF�A tfi OFFJIeY.O 4iD bP FI.EY.. (au' NAVDJ LOYAL OPBIBI6 COrERA £ {H / neO •'!is WDID PRESSURES ( PSF ) 8 arWD W 0 TRBUYARII AFEA (It )2 ZONE W ZOM (5) (N POl1TI1E (JNeLAINE (NPOli(AE (J NeMTE Iron w ass w ♦D1 arose aaP an tDe sae Nrow a] HW 'u HM] arose t]D -.e] Ge -0il Nrom ai -M 4u ib me D io@IW MsrtooeawnocaenN r•r nBrl slr CARE! V M DIRDFY. ILL OD811SCNCM A! QED a ME4 EXTERIOR STUCCO: re LAIN 4PrLIu1Nw. t A Y K ICI GOAT ATN DIR4aeATT PrQDNlE TO 1@Y WELL R[TO LAM 1%VEL AInER NRLLL DeT ND eC - TD RCLInIFN eufe'ACE 2 APPLY ppO1N COAT - erx4Ta GOAT u e PR1 NID NAItD AND HAe ecal eTRArinOED TO A TAE DpACC e]THWf TIE IDC 0 ADDTIwAL WATER LEAK RCtDiI t0 RKEWE FNINI COAT. S APT@l eRa1N COAT BV81.Y PWpt TO APPLIG4TION CI FNIW COAT. APPLY fOeeN C T AND DRBY PWNI COAT TO A TAM I-N N]e'ACL FNIDIED Ae APPImYED DT aunE]c a IIIU n) COAT enlK f W MADO -fTA APPLY (r) CDAT enrro TO CRCfEtE AND nAeaarr ARe40. TOTAL iN1OQE00, PIK-EGNTHD lDAU Nd MNMII. RP$ re) e y THA3 (D) Ca4T eTUCCO TO T•C14L LA- TOTAL It, Plal D. THIOC AI�Ae. rrnAi THIawEee, FM1E-EIWnb re/e) BrN MNPIBL b. AN DAr O%bVe6 N OIIY! PIroNOe RN OR1P Gp OKO N p(fD¢bR pCCINIAY 1EAO0 ND EMEPDOR YMJaII 4EAp0. t a.L enlcco WEADoaD• Dale AND DaortG to ee PA'].'ID® urnl a PnR ve• eLOPE FOFt PROPER eIfDDND W RAN wareA i ALL eHAPe m.>Ao ewLL DE .*.+d+eHAre romro Yltn! CELLCFOWT BPe P¢R Bnt a0 ADHOtED PER OPCCPICAnOND FCR aKM. 6fTER'OgD WITH Nri! R-VALIYd Cf11GPOM iP EPe mNEana1 ADTrT-cars S APPLE ENEROAA+ fROPEeeM?LAL FOIM eEALANi, TO OR1 A DJRADLE AIRITiIT WATER rtEN6TA1(T. DaD 9FICIETALY, TO ALL MATERIALS FER DPECPICATIab AND r4i1100e. m. APPLY ePRAYAeXE ulelTluBD eLMTarx C04TNO U1ri006T- raa a TCIrYI MEMEHR UE le fSa111ffD. APPLY PLR I'kl.D eFRATBG,-F'IOLO FnefeCAYiCN , cPAGT PRA:<IEGTIQi FOR EPD MD CVT BHAPPB CR Y1tIGVeR A NrILY DIR4OL@ I'IPAGt Nolen# AID COIOd'V IOV F£ObTAVr FNIDH D REa1DED. ELEVATIONS NOTES 0.AT PR FILE Nrere.eocn ccalc nle eaa•wA r R.AT OL DY TKLE TiDGP TILE. N4• T TIN- YNIre DI-IOOIW OKR eb. PELT HOr HOPPED at eO•:el.T TN-rKfID ro IMJJ• APA RAITED 0(r. aR4oe PLTUD. ew�ATHri Nera.L AS PER Ra:P'O ePEcw (MJ tNOTE� a.L HIro To 1{4K nrteraD G.Pez ty-0'-C NpN CaR(YAFtD ENIR4YE PULL W/ TART Q DeCLRATIVe 3 x e'-er MiPI WI OL.1nc EDP. PaIDPR COAT PBllDH W/ C'DOIN OtYCCO FNMN AND eTucco CAP QI IUALL - PANIi® - DfE 61AICIIFAL DAIrl. ❑]'-T 14ri1 DWC ATVS ALWIMW RNL]G W/ POJOBI-AT 03. PTNDN (COI-LR- DLA00 - ON TOP LF LOL YNLL - PROJIDe DHOP ORNLYYa! / eAP]^LD DY 'JG IR'TI OAJ4PEMAL ubRC' OR EaL.L ALIP1BIr1 DECORATIK RAILPY•e WI EDP. POLDER COAT PNNI (ca.oR DLaOD - Tor a RUL rlaa »• wtTH PIO@n MAGCD ro eLCC1C PAesA'E Q 4' ePHERG ((67YLA UAL MAX ]' m - T1TJ• PRe, by DRNYPraO [DTTLE ergs AND DEDGN sAihT' / 6aYLE1 DY 'O CRIa'ElIrAL ezN ulOraC NG' OR EDL1L D4LOONT R41LN] AT 1'I¢ONT D4LaA' iD DE ]i' HIDN Mn e ro neEr ne Taw rx nap eTssw �ri(r rsall(�'DNrD. [NDie. ALL IXIeAQe R4aeGe 041ALL CQ'4'LT W PDG. ]p10 EDRIONI FRI'COI' C (FD® leff I'ffANe OP C#OD) NJAL WISJWb wr Lau e [ILAe-'e e (aurL Rta•D cnLaa - uNITv To a lIrACT ReeirANr ND ccTmLr uvAL.L Dace caN(r mPacr AFD uRa cnara; TEenNrt IQa+nrF]•m+m ca+TRAr.TOR ro PROVIDE gTirAiC6TE 6 CCNPLINYE [TTPl ]• N. x x• P1ZVeGTK l eMoorN enX:Go 4PP'R DAPO W oven - LDLER ew0 uv r ne x r PIRDEet10N . eTueea rrP. AT erxaD F1.Q'R - LBD9FDIDE !F YIIDCVB (TYPl A N7 n2MI ______ IPrs1a ra2u DeAlv+a TOP OP TO FLOgB �____ eIPOOYD TOP Gr - PLOOR eTacTlBe? ELEV. • n'-a AFA LLC t FufF flF1ABG A 1eri(fr �- FLEV� . ra• Q rxio rLroIR _. _� YIIDCUD eLev. • e•� Oo o' ,vr. tQ Q WPIJD RL\'.R .L CAl4@2 GLAD ,Y ELEv. • a -a AFT. ELEV. • fNAOb NAVDJ eEE clvLL Dace - P��G I'H! ELEV� ELEV. •Y I'-C DPP. \\t PJ.Ev • -Im' NAVD lm r PlEv. • -]' 1.0 N -J AKRiOC CI0.. 4! A. GP A2ID � ELEv. • -i'-O' DPP. ELEv.. rash• NAva n) LArEx eTa NLL eaaBn ]• Nr. w/ I ti' PaAlecrw+d'1DDrH BT- DIUCfO DAPOPIO- (LLLeR D.RD 4' HT.WIY4' PIOO.ECnal e1uC ) -PANTED (T*P.. upK e) eLqm Fqe POemK DRANK CanRADTDR ro PAOvroe e(NTPLe ROT¢ aPPROvaL CONY. 4' DECORATIVE Raem B•IOpTH OTI[YO p.WpINO � eLNfaaao, TYPICJL AT al DOOTA AID WPOLUD-MOPED FQt PCNTIK DRABLY£ . CQ[1RAGTOR t0 F1RT'mE edMpl.E :IR APPROVAL b91• eeTAre CEAee ALIri FP®VCN DDDRe (COLOR YIIRFJ - W/ lDe E 4AeD OR EaNL. ro ee TPF+ACr (E6IDTANT ND CQIPLY W/ ALL DARE CDMY PTAR AND YIPD CT0.BG TEOTPY) lawll®•erTte. ecNTRAGrae to cERrPlure o° Ca•P1.4V10E <TTPI - O� COOIt Ca11RACTLR t0 PROVDE PRICE TOR eNill! NOIDE ro REGEhE b' H4LF R ]D COPPER [ilt(TERD eITN pEG01lAi1K LG4DDR CQDOGTOR VIADG-(Ilfil l DFGgPATIVE CIIrrER f1N�I.i / DRACIQte) - 4' fiilllD DNWft'Atle - RAPiAVH¢ CATTIER eYeTEM NG OR EaLGL R FROVDE.00K Ol(T 0.AN(NO TO DIVERT aAT WAieR PLOe ADWY (T02M YI4LL Mescrtr +TACT PIa^ollcrb•, as eaIAL aun euDBaa Deowe 0 ov vcw e• rrazG - ro ee IITAGT mxleraa4rr AND ca'rir uu ALL DADS CaNTT P•PAOT AND L'eO GYQIIl7lEDTPG Kd11REFE]RG taRRACTOR TO PPOVDE CEaPYAre Dc COrTLIANCC [TTP1 - [coLaa - uurTe/ - oR ECIL1 rvvaPr uu ouBPR). SOUTH FACADE CALCULATIONS rMf AIEA Gf PACADC me eT TQfAL Af£A 6 OPp1NCd ED eT tOTAL CPDINO COVEo^^a Ce / mD • RK Q n T � wll 1. lom ial Q n 3 PROPOSED WEST ELEVATION A3A1 SCALE: 3/16' - T-0• Lr'r�R RDGF e�NDrG ICki(T TOP 6 TD FLOOR ELEV.. ]0'-C AFl. 7 - ^ TOP of xD FLOOR enalcTuve A _ - --J LGLeR NOP DEARIIY rerArr 4 _ ELEY. • m'-b ARP. YIIBLL`LaID J, a TOP (� 61KAt0 R-OOIt y ELEv. • a-o• AF� D.ev. • r.esm' NAvnJ eEe fJVLL Dare FCG MK ELEVEIEY. � i _ - ___� DEV.•Id NAVD _ --------- D.CVA- (Ae ZO E) A (KC NAVDJ AVENGE clecvN ELEV. • -0'-O DPP. r1EV. • laO4' NAVDJ ---- TOP OF RJaiE J, �e S v T �e IrPe1e [mw e:eNwG HE WT m for OF ]rD PLOOR a eLev. • ]b-o• APT. p'-p' App. 4 PROPOSED SOUTH ELEVATION A3,O1 SCALE: 3/16' - T-0. U Architect, Planner and wE Deeigler AA-26002044 W 1045 ERet Atlantic Ave. Suite 303 2 D•lroy Beach. Flodde 33483 Ta-- 581-278-6011 FAX: 561-276-6129 Q ISSUED FOR BIOS PERMIT CONSTRUCTION PROJECT TIRE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL CLIENT APPROVAL 1U REVISIONS Q 3 J Q U ads 19 2021 Town t# Gulf Stream, FL ALL trieReAD GaR/ E D.'GRi ARC TO FILi DADe CQMY WND GY0.MO A•ID 1.1•AR t®rDG FEaua3'IFNfe ALL exrERKR DODRD . YROND To HAK 'iNa£iEX'DO' 2O. OR F1AUL C,eulwr . eupf,Y}waLllL RWC OEC D.PLTtlGAL DIYALnYd POR ALL exn90ge LYiRPYa 26. Fn(nPi e . ePECD. rNmE. xL FrxRFEe TO DE APPp•).En - 11 CNDGYR IO1C1lN DY •tK' Qt EaLAL AN.eDD 33. gr01s[ uv Neer NUIO-R eTnt DoaaD / ^ ••-^^• ef21i�, CP RAN NJR DURr-LP CPoD�T POR PGIRIVE DRLINAK - 4L rHD1E ALL gvOQID TO HAK MSL ] LAYgPe ePnrnH IMODDP� RLE NUMBER r1a)vme cERrPlure or ccnnJa(ce DT wi• oR eaLAL ecwrnoNe <TTTA DT 01tER / etTPJOa¢ DEDK/EIR PACK ro PLYKJ44eE1 ORAr .T•RaarC caNTERroPe moR PAGNO P1/a•Oeeb PWe A txMe •A• noDPaED cAP e(a=Er - rTPJ. 51 OA301 (TYPI(itL1- CONTR4CTOR TD'/CRMY W/ OARAOC DOOR MANr. PALFER a.eARNi2 A°aLI1D9 Iqt A!'RIED D1RIr DOIN Mi'Vk 1'JCAAL' CQTPONTE rM1 [OR EaLLLJ FOR 7L eEE RCQ• PL41 POR DULLTaP CRk]Yi TOR POeITIVe DRaNar� - !NOTE ALL CA(]ane r0 HAK MN. r LATt4D [LIDaOR OHaLER WI DECORAirrE WALL WI4' x 4' DLMNICNJ COa1N4.CCL£M ewD, r x I• AND i' x i' DECORAnK CERAMIC aLY - V9a¢Y IW OWER / NIFFOR DEBiQt3t . CGNn¢dGTOR t0 PROVIDe eNcr dltA POR APAaT•AL� NAeale� -,.. ?ONe1ALLCp w a DECORATVE KRIICII. P4P�LE (w EM. D(pE lHOIE� a1 eMDOnA MODPRD PLMD A ClAee •A' 1•IODN® CAP TaE eHOWeR Y14LL W/ suw®e HEAD, POOT D4e11 Ara PROVDE 410eE DID eEE DelaL CN PL1f1DfG eM. - 4EIGNi Ul• t� Ae PER nANP ePEcn DRAWING TITLE HORIrLN1AL aTs TO DC MADE . 0 DEaFrEe DD,Nu.I® aiOLC2 N£1! - TYPJ - NOIe� eecaD PtDOR eaaac YI/.I.LD ro Re2Mf MN ]'_b VLGI n Q'e,rt RDo(PRO' W4TERrAaJFNa DY'OeCA' OR En •, TYP. ALLx' ACCCeegelCO -ALL MATPRIALe 10 CC NTAMn aD MTALLED b PER MYAPACnP1Ee apace. -FOR PRICBG a.LT - Q ANO LOUTI M TO DC COOFON4T® W/ ou'E1e (NOTCH ALL DECLND FLaOR PDISiCe / TC10aCCge TO AYCIK HOD! W N' GQYRETE cOLOw W/ �' ]-COATI5 erporN 6- 43. PACnID MIeeH . R4meD eTIYYn eLuoBG AT TOP ANp DOTTaT D_ PROPOSED ❑ LATER 'Mom. W,- PaN icet MIDDLE TAT r W. w 11' - E)OERIDRDTJCGO 10 EMBD A MN I'-O' OCLDY yEgPi Yy pyB✓Bi / N(ERIOR DEDK#R 2B. PLVppf CpaTm FRDH - �10 r� eT)O�T� � ❑ DIDDl �. ❑ Lam- OR eril/•1- - eCE DiRCM4l OR4WlYM W = ELEVATIONS . PR>ECOaT Alo DOTr. LAYER ]• HT. YY P PW.EGTIa/ - ORdOE fM. • ENTB@ PEAREIEa Y1:1'e; NC.' DR EaIAL ®T rANTED -see DEraL ECROe TYPE WBDGW eNaL DC CPCRA�I-E FICJII nC F--1 BbIOC minicrlT T1D Use OP TOae AND ALL DODIR . LLIPDOY colaaam HDR! . AN'!!e TO CE �' Y]eAPrED WI'OIIfA TOP DCAL Ib1' ae Eti tllN -APPLY 4' x i' eTAe4POD iTECL NHI.ATEp tLOOD KM CY 'N1ARr � V0R• MWEL • Db-Dm AT PEfPRETeR ILALl - EEP. Pd10Elt P®'[fERDA - CGRIRAGTOR TO PIYJ/IDE ALT. PRICE TOR NJMW1 1RFLI.ID - COLIJR W1REJ. Z ❑CQYr I w' M. x {' COPPER DRA• EDGE .ALL TE1DVx(f0 / Lr]. DALCCREe Fm'IJIDe 4 a.Eal OP@SNO Q NOi LEee nwl ]C W/ J4N1. ANO 6.T D4 FT_ AREA T16 DORLTI 6 TIE (JI•FJINb DNALL eE A MN. O'eKaiU Ib! EVft 61 MCMDR4!' OR Ed OVER ALL LLV W DOfi YV A M' AT THE NiERIOR BIDE GP ALL COAT PMIeH (COLOR eNRP> (BIeTALL M FER MANP. ePeCBJ - rm Q b AT G4RK•E AFRA MOIE� A HN GP ] OPENNf! ] ] e4e CLEAR CEDAR eI.E£PEIte • O. OG - PABRE/J ITTP. 4T W ALL ALIBI EM. CCCR THI�e11Clf]e . YQIOae NT w TD DC ND( Tbl�' nL1N 4f' PROI.1 iNe PNDH RD]R LEveL NOR OF41Br! MD n' W THE FACE 6 ALL T11E lP'4NNGe - NDIALLED b PeR MAWP. ePec'e DY'eKA• OR CO. - NOIC. WNIY A TOTAL .NtEA NOr LEeO Tlwi OPE N Ild PER QE ALL 1IALN LOGAiIONeA U eET N'eNA0.ex PF1D' OR EOw.. CGlG n43+DIkJLO/ CGNC OLLL eNALL ANY PART Or THE OPERA111Jf• reaLN11B1 DC PLACED Hlf/ER HINT D4' ITe'.M T1D PBL BOOR. cON1RACTOR ro ra?aaFer •awr=elrx[ Tear DY enra aD mL N m1AItE FOOT Ql DiFEA]R DDEO 6 EAO1 ENCLaeFD ARIA ALL (Jff]AY3e MALL CE 018 (U ro0F ALOrE ADJALEM PT e4e 4' x i' DECORATIVE anR1CGER -PANTED- . 24. OG 48. elacnwALLY ArrA t0 PF0.'-ENOBLFJ® ROCP TTilee (M,, ALL uROLVD ro 11AK I x P.T.VD d1CRD N1GVbItED To •JC MANP teeaoe . OCLOIU tHC DAee FLOOD OEVATONel DATE OTUWN BY ❑n. (xTt Ae FER PIR7DIJGT APPFOVAL ❑ DECORATIK ALlfl lure DY oRWN£ITAL IRON uDraG 24. R!G' ae Cn [CdOR DLACK) - NO1C. OA1E8 t0 vE DO.}- ADDFEee Nrt09ie . l.fX tila(ro e6 eE12c(ED Dr a0rla (PYJTE. Nl'EE1P811BT se MN 4' N HelO1R AND 31. 1i0A1 e/b' 01'IOOfH enX:GO PWNa PANTED TT/'. enooMDCLC4RD CELLNO PLN! POR LAY[M. U6.21.21 I JH ®ALL PORDFe TO RCCCIK TTCiE P4VC1]D' MIDDCr OT'ARneTIO r4VEAe' OR EOU4L NON -BLIP Yi• ecua� 406NG. eDP LATCNEY LOIXFY Gore [1•IP1 b' MJ W/ LATCN l.0.-ATED A MN CF Dt' M. AD1 2. IF OATS) OPEN N 11! ON A CIRIPADTIIYx DACKCflP1IDA NOTG ALL WBROD VNADEI® TO iIAK A MN. Q ❑ DECOR. AW'IINH WBD[.LI iHtTIFRi NV CIP. P0YDC1! cOAT 38. PNDN - COLOR CaADUW/ ALL Carea.eD CQKCTIaI ANp 41. CR/L IWZ DOPPER DAP ®CE ai Cafr. P.r. t x ] ON GRR. ] . { eewoTN GF.AIR CEDAR FAeW -PANTED. _ P I- JOB NUMBER COCi AT llt WTCR EDfL DOCK ro OE P]DOCT OVDR Lm' LW1W W4TEA•ROOFRlO QI Ca1G DEa'elwuaenc attuuFm DIA:CTKN [TT. OP D - . PROVIDE eHa• DRAnR.re roR MP10. yqL 3L s• -L�.Z FgX1 QILBtlO ND aR R0.'F eQPlrb ] x iPACFNi .FEAR FOR PROTEGIIOH FR?'I dNLDBG aR EaY1 i 20210510 TIMD' ()tt EQ lREa eAr'PiE FOR CUNER / NiHOLR iTL111 DaCR To DE blOJal18E DODIt NC.'- DTANED IOVLALYYvGl CONTRA A- ro PIeT'DE DROP DAaiINf! FOR LNBeIt OF21ftlR APPIKJVAL3 Cd1RADTOR t0 UDC A POLYFER MODPRD, NDIL D#LOPEDCEPICE nDeer oR ruo'IeEr Oaur. � MAHa'•A1JY lVgpPY eC aIPER) . NeTaAID 6T'COAeTAL euPPLr oR ea PRDNDE cTeerPlure aP cariu+uee aRDCaI COV£lED PATIO tD N4K RwITa'f 37. E�artn-E ecReEN noraRTao DrereM• rN'ewlc4r( � I�' wueeD er1DrnH eTucco DAeE, nrlceL aAa}D DRAWING NUMBER ® eEe reawdrx DI.AUD+ a POR an000R IOras( auk (� �rr[rs - Pa>vroe euoP vRAweb loae eca'D4 eoumoNe aR Paw./ NDrALLm Ae PD¢ wvaP. D+rna NwcTule ewwDr •.erlr et4ac ePccPlurx]RD - ax caul rcatrRAcroR To PROVDE euoP DRAutNra FOR APProVAu DECORATIK ]• Raem eP1omH eTucco DaD at lOr rs ® n A3.01 aDe Tao PA•v4cY xDDc ]IeLLG ,, ♦ 3 . O 1 1(' LEGEND EXSTMO T 5 TO BE REMOVED ' -I-- TFc'�S TO BE f�L.00ATED + I E1I5TW. TREES TO REMAM ( ) IOW LOCATION OF RELOCATED TREES I EXI5TMG PALMS TO REMAM O PROPOSED PALMS \el — OPROPOSED TREES EXISTING TREE LIST Pf]TA`ll --^I lq DEBGRIPf10N !?1502@¢LCSI Mm RIdl- gwJeveK ve Tree 14' hL x 14' epr. multi B Peldlum guJeveKxave T— 9' hL x 9' epr_ —I'T C Syagrw romervofttere/O�em Pelm 15' hL oe. D 0yagnu ranemofflem/�a I7' hL oe. E F PM T'D Ix Detn roebelaniLPygrty ehL oe. TamMelle uteppe/rroplcal Almond Tree 35' hL x 35' epr. 10- dbh Cs Hlnwope ele.glMI-p Trent 16' ht x S' epr, 15' dch4 poor remove project: gebauer residence 3420 gulfstream rd. gulf stream, fl. RFoFjjtFnq Alto 19 2021 FO,jvn , d a nadkar 601 n. congress a., suite 105—a delray beache " or! da 33445 561-276-6311 #LA0000999 sheet title: existing tree plan project number: 11321 date: �/22/zort ale: t drawn by. tip A 0 A 0 0 sheet: NORTH I�A5 -, i of 3 sheets PLANT LIST SYM BOTANICAL/COMMON NAM SPECIFICATICNS o7Y AM3 Adork- —11111 I6' oa. lx. triple trunk 2 Triple Chrlstmae F.I. BA B.Ireeia arborea 14' ht x 6' epr, 2" —1- 4 verawood CI Citrus Ilmon "meya•" e' hL x 4' epr, 1.5' cal. I Citrus Mayer Lanon CL Cit— aurantlifolia 8' hL x 4' epr, 15" caL I Lime Tree ED Elaeocarpue deciplena 6' HL x 30u epr, conlcal 5 Japanese Blueberry PE2 PtycFaapama elegana 20' oe. ht, double trunk 10 Double 8o11taVe Palm P8 Phoenix ayylveetrie 16' al, matched 2 8ylveet- am Pale FYS2 PhoeNx syylveatris 12' at. matched 2 Sylvaete•Date Palm Qv Ouercua virginland 'Cathedral' 16' hL x T epr, 3" cal. 3 CaOwdral Live Oak ALP Alpinla purpurata 24" ht. x 24" epr, 24" o.c. 28 Tarc}t ginger BEG Begonle odorata Alba Is- ht. x W epr, 18" oc. 128 ILhite Begonia BOU Bougat—rhea spp. 5' hL x 3' apr, standard 2 Sousa1-11lea BRO Bromeliad veriray Block' 10" hL x 10" ePr, W- oc 13 Jeffrey Block Bromaliad Cl'R Cyrtomlum felcetum = IB" hL X 181 epr, 18" oc. 22 F oliy DIA Did—Ila tasmanica 12" HL X 12" epr. 18" oc. 514 Blueberry rlax Lily FOU P. F.artum .etaceum 'Purple' 18" it. X 18" epr, 24" oc 81 Fountaln Grass 'Purple' IXD Ixora Maul Sunset' W- hL X 14" epr, 12" oa 49 Dwarf Maul I—ra IRI BlIrle ue�Fleapppp g Iris 18" hL X 18" epr, 18" ac. 4 JAT Jatropha Integerlma 6'-T hL x 3' epr, multl-trunk 4 Jatropha Tree LIR Llnope 'evergreen plant' 12" hL X IV epr, 12" oc. 402 Giant Llrlope OP" Ophlapogon Japonl.ue 4" ht- 4" epr, 4" ac. 342 Mando Gees PHO3 Phoelix roebellenll 5' oe. til, triple truck 2 Triple Pygmy Date Palm RAN OLisquaite Indica 4' ht, 3 names 4 Rangoon Creeper vise 8CH ScMfrlera arboricola 'Tri—tte' 18" hL X IB" epr. 24" os II Trinette TRD Tradleloepermum aelaticum T1lnlmd' 5" ht.. x 12" epr, 121 oc. 158 Dwarf Aelen Jasmine ZOYSIA 7 ,pia NII r—h sod ea req. Emp r. rayela Graval Chattahoochee gravel I"-3" diameter, 3 layer ee req. Corrrete Stepping Stores -to be 4" m ete blab. 2.2 10-10 — with 11SK broom ninth project: gebauer residence 3420 9u1fstream rd. gulf stream, fl. down of gulf Stream. R. dava bodkar late bmm ardiPoecdremm" Ina 601 n. congress —., suite 105-a deny beach, florid. 33445 561-276-6311 #LA0000999 sheet title: planting plan project number: 11 321 dote: 7/22/2021 —1- 1- - to' drawn by. Ip vision s 0 sh eat: NORTH a� L-2 2 of 3 sheets ,Pme,b pnrrw ,•r. �brm..mwma.--••xr..Rrr a� �r�w or•m�aw.p.nR..,m..r mw xwm.,a.e �rr.re.,.y ,mn. •rsr+x.. ra. a..+.,.v...sps 4an=•rnr r r r r wr ra � n,r...t+y •o e�.r.r.r.w •nu.. ar r4 w r r u•rrt a x^•nro wr pirro era ^Ya i• W a Pwra u w PmR �r •nao•,uuR waRwo Oar6 r^m^6 WKrrap r/ @MY+r• Asa ••�^ w N�..�.r wuY•a �a•g w pR m reat�ir.'r►w.. •.e� aua^a r..r erq•uewrr•w urn... n.yaw m aa'w s.y rmxxbr a nvap•ca assure ramrawrowa_we �ri. rWiu�emr`��u.�e `rrtir swK w.•.ur w w ire err• � re�ru,s wB r •yvamn•NRm+I epaunrr b Yax w lwf.y town e�tl r Pu re °q wr um r P•ur wtl b^^a bri• bm�u p. L a w awragru•9 _~rr ^s a u•r• mm,. . ruff b aI e9 •n_ rwl r,r,w •eeP`y,usatl r npr�rw)vb xs mmwrb ra mxn ru..e W wtl r.. r reu w w err tia ppre a aprbA w p•a •reaw«.w M Mbwurr ry ry.rauw..-uK ream er•y,we, r nm mr. erY.aRrw a rM eV b rlrrl ey.rr y •urmma n ms r na�awq esw s aaww`rr �r �rurro=� rualMnsmy won. as �hae we~e. e""•.d e�u'�e rn.n aa�.ee rr wr w re•r..ri ey r riww•� rt rr� WuFw�nbryarp�w^re wtl wP^_w•+i. en�a� eW'rxarrr's• ry..e�u�,rrpu �.w xwa�.prxr wewus x�uwin p r'x'^' a..e.eywt�Ae. a w,emw r arr4M•^•trrwwr� r_p.^~rr erro M n•mul b r rxrw,sr �rro p.+wur m r,rr.ma we r r�gwtaewy. r.abb� r 4r we ap4 rN w�'Ram• dp.r•a a Vu.x•un err r r� mwrrl nwa..rm.r..i rR.t x•._ xs• _ ea �� ru...a.. ry,ae ea... x..�.�e vr•ro •r ,�i. e.�m r.n..�w.`�wW p•r�q ,ew aro xnesr .,. trams. Mwa ra •.pr. wr a,,...e rx...wprrroa..arw.m ee w � .rwv .wa. m•w, a^i nr wwe.abr a,r n rap_.mrry s.r^ay ta..ra u.r d•.e�w r.m�m �a wu' �p,..gam we a+� 3m wer m�'_ysy�para'mixww` �•y�s• ...+.•ro wq..ham.rwl r`xxrtu"`e Miea r_ r+Wr a w. ut�e eai,.. re� �e q.m na•r W� r�1•+•�'n�mm �. r rs � 'r prr b r run •e�/bts rxra� b bwnplw arr.ner Frt roTearn r r nut r maxaur _ eewer/bu awqurwar M•! YR w�'.,.e°"'.e rwtw.•a.n.a wn...w e.n b en• Wx Yerprn+ p � w .qx •m rw �ti m u M r�.n�R.� e• a q,.eul tv �a�e.ur. Minn _err aw.r•aa a0^W e b uy nbba ru, w rwr,.r. aP.pr r.nm. w.x tlep�.xnwrw.ar•a,e• A�r� ..er^w.eatian,amrt. •�r�e �w •�ar.e m,r,�. w 3r __ewsrq t.umy.�va`s".RY psvr ar rtsx, o•b b •atisr sa ra.rrr d w.yy �xr.y taus _.,rr mw wa � .A� ems.. tiwar. p, payaw ev m ewv b ewpusa r r srr pa.w a p.pay =ro•�� .':.war=•wr^^� a .d'uy.rRrue. �mwyawx etl w rpar.rm-e wy...raA.x... ��rr�...yr.rwear,.r.ew trace Mir•.r n w w v,w w rearm w.xy a w rrr ussaar r a w.ra .,� w r•l •yam• wr,t p..Y„ we ren,. ��� we ryy rx e�'.mrmY`0a�m� er.o.m�•rr rwx rw.•y nm w yb.r w :`u ,.rr e•r.r.e _war ry n.yet.amrR r vurr by avpi b m �rrmbe..s.tl wears Mwer m r•.�.x r erT dro wr. n^r pane nm •amixr np�r a era t�.uu ww _w. a uup A• M•aWamlm+W MP 9•en a wW.rnq.wxp+n e. u w m.•.sYmh a .ua, pma wt w�y.mn•a pua.netliwe s� ! •y.wuarrPl webwrtq a•nrr�.egit•M sei� Mine brew w maa•mx�'xewrd n�,m�a/•�ixria r.4�•i1r �yx �y'wu �Ma.d brew uryw ns�ar wrrr ww� u•Yrr pee bwu anll w er•ee�•gr.e.e�p• P^ar ayewpu,aoywawaa�a/Yw xa. a•rq •�tlrfr w�a w ae tiro s/ w•urxr wnarmt /rgrmw rz mar q w wrr _ trr.T. Minrxra rrwnro w rs _ weynxx a vtl W r w erne xx �rd wu�v.nl�/"�r��� w pc}e uap.e aYxl . arrro.e�w rw,..p..atlysa a a�mriw,° ua w•um,p wPe pygwa 7e•.yxd em pyM uu�. u��rr e.�"ie �rw �ar.ie �^r4wnq. Miwa pm u w 'w ��roKnM'6r W+�wa r _wP „•'rw nP a w pad w ar u urwu w,�f _ rwrw array _ pyp eyam• A uuwr rrrr s...e.m ur.t,rw u.a wry uwmr+r. rxriiermb. mur'�s � ant. _^•,K �unr �yrm.�wrxwe_,wr.ere r.ax..wr uwnwrwy _ ^Msa mswra e c. r... �ie re.w�•me W w •n'•w+a x.•Pa.e � nsmesr erarM r.m.r.r... w. r. r arm w.MrrY.a n a/ro q wrrr r w A.r.mrr.e w yawr wm a byw w w ^•1 mr e•prrr x xnr wnrr.cnr aamrrl� n. ra•a ewWw..�. rrmw T.un� • rprbr r w wen poet pm u arwvuytas r. n_pe.nmbrr,w.er.w>m r. rYm.,r. rr m ral .rybv rprrree. wa euw tasty sn_ re, qa w parm.m..rr....e�xw, wpm. n �r q w � _ tam•aya Mi•ms,wnr • wM,�� wrw.e...raaer.wer a am a•+a r n rrro.e � yve.rwn a�rglaep a w naax�`.nro�rweao mrYr w.,."u r wpwtltw wmt u~atre•ma ^a" pmaer a ywe •+mrt wewmu mr.W .y,.r+r m w.wy� m,ras a r gari 4 r.r.rir.l`y`r`rawa Wxra.,� i r W 4pry well�.aa`�ersn uem el _asubrmr • rmm w a wwn� peewW/nrq.ue, rra epq rR �Wa�4+aWew 4aMm �M rer._au tlw� LeMwr areyW m b a W.wweaer R rr ee Wrur M`ro .w,uY dr.T.n."my u�Ngi ae•w� r •pp_.r1 rrYawwtl r rwmrl n rniwu wbuuw er.rue.rravm stew Pala r pr•rrwye MwMe rre. u_�q w'm.ra rya.aw, a �uw .rbq..e �wrm,_wr rm•r erau prra.p .y .oxa wa w err r aV•II u prxwx. rmwx �rMr' a NYi��ry r+xuww+ua•r wr w papwir r.mw..rT• b ryas M..wa may emtre a.erpaarbrati say b,o.wa m prrr••,�r•a rna.r. •.�.wewa,wr rwrn ^ax-npt.e�..rwr.orr M r rrrar ergr r.r rrwaa r�r T`gq'•wr gnaw tweet_ ��^agib Ncsm� n._ a^n0 r•/ eww y w t++w• Mesu _ rh w owrauawamr strew ur.s a w pmw n vr�x.rwwn r. u�i is eta a.s w.v ewwry M1w, m..m •w•www wTM eRr�r rR _ r werae.uaar r�u. p.. n•psrra. A eutrena� �mWar.�d.wm..s �wur wrarb,xrwpm. �Y�eeeao..e. ry warm arro a.tl yaswyr,rrera Sara Gsprmexs�rY`i wwwun l•s.+erar p.er wnur r'�Sdy mw pose, atlrrN eb._em.er .yruf4 rwr�.er r or•aa,r.ro Rr�.m. RY��� ;rybprrxa.�w xa.awawebw.re �:r� _ rrpar.e party. Nry rern.n..m� eK..rry. p,.ero p:+..•K.. sort .r r.r rwrr�e..cwrea rrrw stub rmy a.p ae.yree brr. r ..p.n•r r a.p+r n r.ar.a.a tyro. r pma rmm,raro wa �ro.ul q wR R.r r--rwr.raprrwm.a w w...r wtl a eyw w.R w eRi r.r am Ar�rn� rr.. �`it �ie ae wr�iem, ra> � pmR e w orwy pry ms.m, w �prme.w P"�irn w~ir eyau. n•tl.a�Y w � waawrrt•M,yue.s uewas wm wra text ey/n• r^�r9sr m,wr term nw. n N •.n.r.e Y.rro.rr w tar yN nebua n t m m.mruo,r tra ulwe^� wrybrxaer erm•rrwl r� ln•rwyfR'u�iw �ra•,rx P^•r rer4 a uut nrrw a�u•ma er.r n twu.y.. Mier asumi n,w c sq vtlya err wyrs+v wr �b sawr.yrr w ryda we a1w o.my � w aywl7✓w✓ame pw�xur �ia w,anrr eri an.wrf wtxwrrµrt n rmax9 ra wyaem�_)ir �owey wmu w w.w t.�i ra.p m•r�+a c r.wmy war �ie.�ir,w.wr�w,m �r•� �NaM9.-. wu M♦tlaw wx r uan pmxvg n •rW.+� nrtey wurw..w�b.w .m arwrm..Rbr r.n.a.mb. v....e°'Rw,oarw ^' a.axr., w pxeaw •+mwt r,gsµq..i, r. r rp.q,err� _ �.q.�! ^.rw^ur"�"ws.pwawatw�iumw �m wuri atlVa o•ry a Per r..nri r v� '•'r•a•u ruy w+•uur Pr.. r w Par q w a errw wib rarrr rw sa .r y�warr. rwr Jvr a Pw nor we b,ugy � wrarr w e.r. ax w.mr wwe•V �umu.ea+�is •rysa yqw mu rp..•m suua u•uwr ^rssrp_•u rms eM �. ase4 w�rev.l�a pr• rrw r more art_ r w' pry.ew �w•rran.a.aNw r trm••ys Mier w Puu awe' �r a.vuwlM•r � q....r a w t.asq. Minn bre awsrrr w bpw .n. trsrrp. •ana W seat w raa•rs a sort pr+rrre _m m pmep PLANTING DETAILS 3 ath a ;.; - e9�••�ne .en Groundcovers vp' sI1. j.Ra gy �• x,•x. �.rr 3• m� No1C sus m ear W e T utVIGIL. • 3 p_ wa ai pla.up rvwy up. r naeaeg wt b r�w•ed � an v'r+w Tree Staking, up to 2" cal._�rt� plaag wil t� e8'm ga twat �• Mleplasec vw�up r Nggn9 vit W mmorad Ircn .II plane. Tree Staking, above 2" cal. u. er w.r rnr q..lbweewry w � nn r epctlwra nu_+.ur aw�.w rtww^m` .� ••^Pr_r as esm. r.xna.. m.u�w M.e sanrmu. twerp Mina w pn�r ax,a w fp.w ra. a rwmu w w M e eprnrwu. ..r `�aYnrara w n•`n~r w r� 3eprsarw`r. A �s�i�.e a w.w �e �sry p•w• m caaa_ w n.raer b Tm•wu xu of n • ypYrrr.msur amass wap Iran. ��� �h'•'m w PAr aa�6•x a ♦aeuw.•I ebra. w a^ea uxe a one yw`Prry raN w.sar.e� .r..rx._reugww._ rY Mparra a N erN•• _ rwprm m w sexy a. am Wrr ••e _ ^•a a b ry..r.e b. iee M+'me•e. W m•. ..-em..xY�. Y.lww�.�.� •.�.r Yr_yawu wrwMw sap a�atl b'ww ua� aan•e rryraurrwpe Laruqu Mier r��e.nd •ugeuwtl. ry rlrl a _ ^Ir w }ae •y .•nro r r..r rvupw e.urr_ py. n..tlr wR p�.aa rr. ne pP`mr..Yvrr h ry �ws...rurrwr mNrW nu pm p �.P pw wm wab rw�m.uw ee, Mr wtl b u�.rvry ��i P,. vrr p.u.q e.aavwu ue _.p.e..R I..w a.e ^••••0h.rw w+•ro w rr•rro rrr eras ..- w�ie. •wa.wi �a P pa�'re rwr`e wpw> _ aemro bx .�p.,w er Y-r•� ......� rr,ew q rb w mr ywwR ey mm. e.tl r weyy psa.a mx yMa peps �arn,i.urano••_uPm— wwawy rvY ter a-ra tour. w_ w r n sure v+b •ru,ar •.e uraw ery s w wPe r.a.yq e.t w M.e yMerernrw •+�+n--•-. p.+-r , rt-d.w. rxyr_� wxew a.yam.w vwar•,... a w. w.w.,r.b wi... b n a^R n a•r•r y w r..u..y. Mi•rr n.x.q m rpms •r er a� /uw�.gr+ue b.u. M�rwyeq•rwaparre.wpx w peia.r ��uw3,uy. Mwa a a ese. r ^w1l ru. _ayrs.0 mm.a e.q rx_ r eua a w pa.d a.rilyp wt w M.0 �. w ww,mu�r' P^P4 TM taxr.gw •atl.arywarar�rw~w r r�•yir ^ w M r epw,xw a u•. w�iuprpeare wtlwYe r^P�.rY A Mwmw04vxay lr awp,. Nvee yrwra r "oe.ewi wul mw 4P.•ue 4 w t.aaP.renr� Ira •m, pun Tr rs ra r anus � mtldre r n ryp w.weu.. a•e•nyr�rVr w ywwu eWl•a •v^eruawtlri.rMw.re•lrer �.x �wVrr•nambrum�i, bow em rY�w cyranx'rwaat_�imt yrti tlb•m6 n••xli werru •.Y le nm nr^x Pm^ Wr er ql••r ndr � r � _r�o.e`p:rp`w.rer"'b um°rw•.a r �w rr nr�'pnw � •tq err a w r.era rro` e uRr_.ee _.ry dq m • p/mi a ur rrr rR`r,y. b w�eN �ha.wwaweuy o� e.tl.�e.•wr uen m•i r4RA tY ma a rPMY n wu p`q ar •ppe.ae w+iud b. eyrn a ru�� •r� •n wn ur..�e se.•. u ru.rpr. u w p.e. err. sari r nar.aw c rar�n.uedy w and r w pmu we w e.eeur to �be rsa�wta �^�� w �a,yie a'.rMx pr.g rx _ sat 3•su1e, naa M1Ylad gees tl me Shrubs''^^ abtmg g.d. — Straight Trunk Palms EXISTING TREE PROTECTION BARRIER DETAIL �apwa.nrron_ ^A pnr rnai ra raRY pu tm en raaro GENERAL NOTES .drt a,.r�r. ao.T• .,� �...e,m,.r. :.. mx� rwr3 M.w.iera. P�p.na p�yaa r_ rga n�anm�imw a.r mwwrwm r•V^++u •.end �sr w pmw.r, � r.r, root _ rrw.\amp dwa ex x1. w rw rrawpr a.era, trray. trn are•lerep •yw aerw b>a wIa•# bn is r •mi�•e we w e• �rw.e nrr^i•> w•••^••4 n m _a.e y w t.m..y. rraa _erirm`a.t bb rue. m•r. rM.vgi m pie.m. a rna rrA amv nrn prw r �r a«ea ts• r YYy. rw q.rmr wrp m b •e•er gsry,Ibr n[prY�� nereru u,axrlwm paro rwlPNra ePur.y,e..s p.mu b rmvu raprp a reep `r P ra/e.y+.awi m. eym a �var.r.y a ar _ ar eyrn r wwu ere ww pw. a•una• 1eq r�w�� u.ti eana w,mtvr .^um PeaeKe eK ps ,pw ay.r. rarararxw w.e.•r u rtwro w.� xyw w ur. p 1.a •r W.e.m�" rrlamgrwr.m ua miP.tr wra W aro rra ^•Y w nq•,r •Mr n+... w r m aerr �".grw4wa uR� �.a u.pnwww ewyyawarr rwe •w a+r w,•T.rmut er.ew `ate` e•+a ur rm •�e•.r._.wye w r rmr3, q.m, `a'r rates, w..r rwe merpew rsw rn•sV wtla+_'a war a`�r rrod�M a b a+P w �uurr rr» a eyr a •yaw w wup Miw.e wa b error pro u rarasp N wV_ _••aV ar nary w w..p. Miwr.r, r.st m r pr e^V tr�s..wp.n"ram. wcr m�.er` wtl �y uurw se�.s project: gebauer residence 3420 gulfstream rd. gulf stream, fl. SUS 1 Lif Town of (gulf Slredm R dava bodker kndecepe ercNteetlreffilwft Ina 501 n congress ave suite 105—a delray beach, florIda 33445 561-276-6311 9LA0000999 sheet title: specifications details, notes project number: 11321 dote: ��aa/2o2t tale: drawn by eilp evlsi ns: A 0 0 0 0 sheet L-3 3 of 3 sheets project: gebauer residence 3420 gulfstream rd. gulf stream. fl. 1, AU0 1 9 20211 Town of Gulf Stream, FL davo bodkor Yll�cep� rd&ckff %plrrilp tic 601 n. conVr eve., witc 105-a delray beach, Mold. 33445 551-276-6311 ILA0000999 sheet tale: illuatrative plan project number: 11321 date: 7/s /2021 scale: i - 10- drown by. Ip revision s: 0 sh eet: NORTH ap -, 1 of 2 sheets east elevation north elevation south elevation `Dolble Solitaire Palm olitelre Pal. 'Odo.dr . feRdln ICI,la fe.dln Date Patin Date Patin odocar" rend M project: gebsuer residence 3420 gulfstreom rd. gulf stream, fl. AUG' 19 Town of Gulf btream. FI_ dave bockor WA-;* ffdd9d6.el*rl 1= M n, congress airs, sotto 105-a defray beach, 8orida 33445 561-275-5311 OLAO000g99 sheet title: illustrative elevations Altalre palm project number: 11321 date: 7/22/202+ -cote: I /e--r-o- drown by. 1p revision s: sheet: NORTH aDIL--2 2 of 2 eh xte �� I I I I I I I I I . I I I + I + 3 . 3 D O S r L p n R + 4 % S C E 7 . O 7 . , 2 5 W . E L = + 3 . 4 I I - I T R A N S I T I O N W A L L T O . W . E L = 3 . 9 2 - 7 . 2 5 _ - - �� I 6 . 5 0 _ I 5 . 0 0 6 . 0 0 ��0 1 0 0 0 a . a 0 I 7 . 0 0 0 l C I O I s " I I I 6 . 0 0 W I I 5 . 0 0 I = 7 . 3 4 N I I 7 . 5 0 ^ I L I E 4 O U F 2 ' F P L C a E n 0 . 5 7 - - - , - S E A I E N r u I I W I o F F E L = 8 . 0 ' N A V D A V G C R O W N O F R O A D E L = 2 . 0 ' N A V D 7 5 0 0 7 . 3 4 I . . 1 4 . 0 0 I �� I �� I I I I �� 1 I I 1 . 2 7 . 5 0 I I 6 . 7 5 7 . 3 4 7 . 8 4 I I z s s 7 . 5 ( I I I 7 . 3 4 7 . 3 4 j �� I = . . - . - 7 . 3 4 7 I I I I 1 6 . 5 0 I I j + 3 6 . 3 4 7 . 3 4 7 . 5 0 I N Y L O - 1 ��r n ��r n C 6 " g H O P E - - r n ��r n �� N Y L C 5 . 5 I I I I 2 . 0 L E A D E R F O R P O O L D R A I N A G E _ 2 . 0 0 0 . 5 0 C . O . I 7 . 3 4 L I T - S I 7 . 3 4 1 3 I 1 1 2 " X 6 " T E E + 4 . + C I I + I + 3 8 T O W . E L _ - 7 . 2 5 I I + 3 . 7 E A S D N G R E S I D E N C E F L O O R + 8 . 7 0 N O T E : S E E L A N D S C A P E P L A N S F O R H A R D S C A P E M A T E R I A L S & S P E C I F I C A T I O N S 1 4 . 0 0 ' o P R O P O S E D L I F S T A T I O N 1 R I M E L 4 . 3 3 S A N S A N i S A 4 . 0 0 �� S T M ���� S T M 7 M 4 4 L F - 8 " 8 " X 8 " T E E H O P E 0 1 . 1 1 % N Y L O - 2 . 5 0 + 3 . 8 n n n �� 1 5 7 �� �� 1 I a i ' 1 1 . I / 1 1 9 3 L F - 8 " H O P E + � 0 . 5 % 1 1 V ! �� 1 i 1 N O T E : C O N T R A C T O R T O F I E L i 4 0 ' ���� ��t �� A ��N I ��I G W A L L S S H O W N V E R I F Y E X A C T L O C A T I O N , S I Z E , D H E R E W l i e O C A T 9 ) I , A j ��i ���� E E L E V A T I O N O F A L L I M P R O V E M E N T S E L E V A T I O N R E Q U I R E b i E N T S - 8 & N O T E : S E E L A N D S C A P E A T T I M E O F C O N S T R U C T I O N A N D S T R U C T U R A L D E S I G N P E R P L A N S F O R B R I C K P A V E R R E P O R T A N Y D I S C R E P A N C I E S T O M A N U F A C T U R E R S P E C I F I C A T I O N S P A T T E R N S E N V I R O D E S I G N A S S O C I A T E S , I N C . O R T O B E P R O V I D E D B Y O T H E R S . E X I S T W A T E S E R V I C E ' T O M A T C H ' E X I S T V L I I p F u O R ��5 Q ��a T R E N C H - D R A I N R I M ��I E L = 3 0 + Q I 8 W ��l O I L L J ��I C D I L O C A T E A N D C O N N E C T T O E X I S T F O R C E M A I N C O N N E C T I O N I m i d I * I + o w w h a r s b e l o w . C a l l h a n r a S i t e L O C A T I O N M A P ��T N . T . S . 1 � Z L E G E N D : n r n P R O P E R T Y L I N E A S E C T I O N I D E N T I F I E R M P L A N P A G E D E T A I L P A G E Z O V 1 6 . 5 P R O P O S E D E L E V A T I O N I W O D I R E C T I O N O F F L O W H E X I S T I N G E L E V A T I O N , f 4 1 Z D E N O T E S A R E A O F P R O P O S E D C O N C R E T E P A V I N G D E N O T E S A R E A O F P R O P O S E D A S P H A L T P A V I N G D E N O T E S A R E A P R O P O S E D 1 " M I L L & O V E R L A Y D E N O T E S A R E A O F P R O P O S E D B R I C K P A V E R S S E E D E T A I L S H E E T 2 - S E E L A N D S C A P E P L A N S F O R P A T T E R N D E N O T E S A R E A O F P R O P O S E D H A R D S C A P E B Y O T H E R S - S E E L A N D S C A P E P L A N S F O R D E T A I L S D E N O T E S A R E A O F E X I S T I N G P A V E M E N T A N D B A S E T O B E R E M O V E D & R E P L A C E D W I T H C L E A N F I L L D E N O T E S A R E A O F E X I S T I N G P A V E M E N T T R E N C H R E P A I R F O R U T I L I T Y I N S T A L L A T I O N - S E E D E T A I L S H E E T 2 P R O P O S E D C A T C H B A S I N D E N O T E S 1 2 " P E R F H O P E P I P E I N � 5 ' W A D E % 3 ' D E E P R O C K T R E N C H ( B O T T O M E L = 0 . 0 ' N A V D ) N Y L O - 1 S T R U C T U R E T Y P E - N U M B E R 6 . 0 0 R I M E L E V A T I O N 3 . 5 0 I N V E R T E L E V A T I O N N Y L O N Y L O P L A S T Y A R D D R A I N O R A P P R O V E D E Q U A L I L I N L I N E Y A R D D R A I N H D P E H I G H - D E N S I T Y P O L Y E T H Y L E N E P I P E T P R O P O S E D W A T E R M E T E R D O E X I S T I N G G A T E V A L V E C A L L 4 8 H O U R S B E F O R E Y O U D I G . I T ' S T H E L A W 1 - 8 0 0 - 4 3 2 - 4 7 7 0 S U N S H I N E S T A T E O N E C A L L O F F L O R I D A , I N C . A U 3 1 9 2 0 7 1 T o w n o f G u l f S t r e a m , F L S C A L E : 1 " = 1 0 ' - 5 O 1 0 2 0 5 1 5 C C O P Y R I G H T 2 0 2 1 B Y E N M R O D E S I C N A S S O C I A T E S . I N C . T H I S D R A W I N G I S P R O V I D E D F O R I N F O R M A T I O N A L P U R P O S E S O N L Y " U N L E S S S I G N E D A N D S E A L E p B Y A R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R R E P R E S E N T I N G E N V I R O D E S I C N A n ^ ^ g 1 E 5 , I N C . WHICHEVER OR 12' MIN. IS GREATER [EN1ERFp CD.'IERD) 24' MA%. WIDTH (2—WAY) R/W ,I — UNLESS OTHERWISE SHOWN ON PLANS SCORED OR GRADE SCORED OR SAW —CUT JOINT SAW —CUT 6' SIDEWALK JOINT EXISTING EDGE 6" SOD 4 EXPANSION 'DINT, (3000 P.S.I. SDEWALI( CONCRETE) — �W,N 10 OF � �„ ,,, ,�,�, , OF ppVEMENT [EXISTING TOPSOIL FILTER FABRIC 2' OF 1" WASHED STONE (REQUIRED ONLY IN AREAS OF SUBSTANDARD PERCULARON AS DETERMINED BY THE CITY ENGINEER) PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY 18" HDPE RISER WITH DROP IN GRATE 12" HOPE PIPE w m ff CORCRETE FILTER FABRIC—,".a 3/4" WASHED ROCK PAVER EMENT COLLARWRAPPED IN MIRAFI SHOULD EXTEND 6" SOD k TOPSOIL UNDER ONE FULL 24" STONE FABRIC OR APPROVED 1-1 2" VADTH OF BRICK EQUAL SAND BEDDING SECTION 'A' —'A' NOT TO SCALE iO 18" INLINE DRAIN DETAIL 12' COMPACTED NOTE: NOT —TO —SCALE SUBGRADE 4" DMEROCK BASE COMPACTED TO 98% PER TO 90% PER 180 1. CONTRACTOR TO REPLACE ALL IRRIGATION, TREES k SHRUBBERY AASIHTO T—IBO OUTSIDE RIGHT OF WAY. IN SWALES DAMAGED DURING CONSTRUCTION. 6" DMEROCK BASE COMPACTED TO 989 PER AASiTO T-180 INSIDE RIGHT OF WAY. 4. FLOW —ABLE FILL (100 P.S.I. MIN.) SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 SWALE REPLACEMENT DETAIL D10.1 INLET (SEE F 100% TOP OVERLAP 3.Oo FT Xy1 TOP OF TRENCH — 5.0' PROPOSED 12"• HO.P.ER STRUCTURE .p.P. E 0.00 FT NAw `b��RAFI 14ON OR TRENCH BOTTOM APPROVED EQUIVALENT (TYP) FILTER FABRIC 1.50 FT NAVD [ CONTROL ELEVATION / • UNLESS OTHERWISE NOTED ON PLAN PERFORATED PIPE TRENCH N.T.S. t.so Fr NAw ., coNma ELBvpnoN a • UNLESS OTHERWISE NOTED ON PUN PERFORATED PIPE TRENCH N.T.S. DUCTILE IRON INLAY GRATE RED DOT BUILT—IN LOCK BLOCK FOR 6.1 MIN. 4" BEDDING GRATE NO. 502 GRATE LOCKDOWN I CONCRETE CONCRETE CONCRETE - i� FLOOR SLAB°7 OR PAVEMENT FLOOR SLAB \ OR PAVEMENT ` z POLYDRAIN w Z CHANNEL Z Q \ /\ POLO OCK TOGGLE / �/1 / / \ ,X) X2 SOIL � \\ \ > SUBGRADE - \//\// A R RIBS PLAN VIEW CROSS SECTIONAL VIEW ABT, INC. P.O. Box B37/259 Murdock Road/Troutnor. N.C. 28166 TRENCH DRAIN 800-438-6057 (U.S.. Fax: (704) 528-5478 Conada and Mexico , a (704) 528-9806 NETS AUG 19 2021 Town of Gulf Stream, FL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. Know what's below. ® COPYRIGHT 2021 BY ENMRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, Cell before you dig. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL y s ENGINEER REPRESENTING ENMRODESGN ASSOCIATES, INC. INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE WIRE SUPPORT - MOULD 1.'. 5/5 GA. 49 //100 SO. FT. WE WIRE SUPPORT. EXTEND 6' MIN. AT SIDES 3d FABRIC GRATE BACKFILL AFTER INSTALLATION OF NLET FILTER NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING, A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE, THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 1 I I I I I I I 1 1 5. I I I I u. I = I W I < I u, I of I 1 - I I 1 I I I I 1 I I 1 I I I I I I 1 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. THE INTENT OF EROSION CONTROL MEASIRES INDICATED GRAPHICALLY ON PLANS IS TO PROVIDE A BARRIER TO CONTAIN SILT AND SEDMENT ON THE PROJECT STE THIS REPRESENTATION IS PROVIDED FOR THE CONVENIENCE OF ME CONTRACTOR. THE TEST OF EROSION CONTROL EFTFLTIWIiESS IS NOT TO BE DETFRNINEG BY ADHERENCE TO THE REPRESENT SET F0111H ON ME DRAW+NOS AND SPECIFTCATIGVS, 8UT BY MEETING THE REGAATIOHS SET FORM BY THE AUTHORITY HAVING NPSGCnON OWR WATER OUAMTY —0, AND OTHER SEDIMENTATION RESRRCTION REOUNQIENM IN THE REGION. 2. APPROVED EROSION AND SEDIMENT CONTROL YFASIRES SHALL BE INSTALLED PRIOR TO ANY CLEATING GRADING, EXCAVATION, RWNG. ON OTNM LAND GSTURBAHM ACTIMTES, EXCEPT THOSE OPERATIONS NFSDm TO INSTALL SUCH MEASURES. 3. NSPECRON OF ALL EROSION CONTROL MEASURES SHALL BE CONDUCTED WERLY. OR MIEN EACH RNNFALL EODTT REPAIR. AND/ONETI RACFMENT OF SUCH NFJ,SMES SHALL 6E MADE PRONPTY, AS N®ED. A NETT OUST WITMN TOLERABLE UMTS BY SPRIN4 NG OR OTHER ACCEPTABLE MEANS. 6. ADINTONAL EROSON AND SDIMENT CONTROL MEASURES MAY BE REWIRED F DEEMED NECESSARY BY MSITE INSPECTION. G. FNLURE TO PROPERLY INSTALL AND MANTAN EROSON CONTROL PRACTICES SHALL RESILT N CONSTRUCIION BEING MALTED, 7. ONNNAM NLETS SHALL BE PROTECTED BY FILTER AND GRADED ROCK AS PER INLET PROTECnON DETAIL e. ANY ACCESS ROUTES TO SHE STALL BE BASED WITH CAUSED STONE, WHERE PRACTICAL 9. EROSION CONTROL Y SIRES ARE TO BE YANTANEO UNTIL PFAYANEM OR No COVER IS ESTABDSHED. '0. WHENEVIIN FEASIBLE, NATURAL VEGETATION SHALL BE RETNNm AND PROTECTED. 1T. ALL WORN IS TO BE IN —u-m WITH THE RULES AND RE.111.S SET FORTH BY THE STATE OF FLORIDA DEPMIMENT OF ENM MENTAL PROTECTION AND ME GTY OF DD.RAY BEACH. 12 G—GE FROM DEWAIIRNG OPERATIONS SHALL K RETAINED —1. IN A CONTUNUIRT AREA EROSION CONTROL NOTES DETAIL D9.1 STEEL EXTRA STRENGTH FILTER FABRIC WOOD NEEDED WITHOUT WIRE MESH SUPPORT — FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX.) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS %0W FLOW 10 FT. MAX. SPACING WITH WIRE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM) 2, THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA SIREN WI TH FABRIC IS USED WITHOUT THE RE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4, A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABFUC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG. TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (SO CM) ABOVE THE ORIGINAL GROUND SURFACE 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SDIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9- ALL PROJECTS i AC. OR MORE MUST SUBMIT NOTICE OF INTENT (NO]) TO FDEP SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 TEMPORARY INLET PROTECTION (TYP) FENCE POST —� (WOOD OR STEEL) FABRIC RUNOFF 4' DIG 4" WIDE & 4' DEEP TRENCH. BURY BOTTOM 8" OF FABRIC, AND ANCHOR W/COMPACTED BACKFILL MATERIAL 7 SILT FENCE SECTION NOT TO SCALE PUCE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL DIRECTION OF RUNOFF WATERS WITH THE FABRIC MATERIAL ` + DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO S11 T P7NrPq NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FOOT AGGREGATE NO.1), AT LEAST 6-INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C A U 3 19 1{ CALL 4e HOURS BEFORE YOU DIG. Town of bulf Strew, FL IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' G - 5 5 EL�� Know whays YEIOW. 0 COPYRIGHT 2021 BY ENVIRODESGN ASSOCIATES. INC. THIS DRAWING IS PRONGED FOR INFORMATIONAL PURPOSES ONLY, Call UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL before you dig. ENGNEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. GEBAUER RESIDENCE N Mi AM ': "7r4l 1L '6' !!Ig Lomas r 0A 11M:- mini :11, 9A so , Q ti enaw 61&vali"?l EAST ELEVATION .vp 4 g e architecture, inc. GEBAUER RESIDENCE ?5- OEM-- J-1 L-JIll-P A ItA"at, 6M-,1vY-ffioJl#1v lk NORTH ELEVATION GIN ge architecture, inc. GEBAUER RESIDENCE (D / 9"1/& C te1vCdio1j'v SOUTH ELEVATION Ki g e architecture, inc. GEBAUER RESIDENCE A Rk 41 m i -.. AMID.._ JM;.. 'in 9teill (%V"Ao� "77-T, 4 7 mold- WEST ELEVATION g e architecture, inc. U 'd UA � bA 0 3 bA ° .- (Z cn co-o 3 v 4, ,� �, o .~ �' CP C7 3 ( 00 o bD p w o~ 4 U wW 75 v v �z �~ Cn w p Ocz ; � E'o x a OO � v o Q. � v 3 c U �.E 3 o O v o H biD w O � w w v r-a d~ � CIS w it= NO d IZ v v v O Cl,A 5 N v v v r' 0. v � v + Q •� � � o A a 0 �.10 r 4�7 'O 75 O cz 4-1 w cn o N o o � 0 0 0 0 0 0 0 0 0 ° a v a a (Z '5 4 o � 3 � v � O bA '5 v 'C5 O V � 3 bD "3 :o by u. 44 tc.� v � Q CZ � ° o v a o d � � v � v v 4-J O v � v o 14-4 v ~ o o o a v � w O � � v c v u � � o r. o 0 moo' a -`z -0 C nz� >CZ� C v 7 ocz o as o .(u cz � d U CO4- bp -4 C 3 0 v O a v v C N �'- v o O � Q N v V v 4-1 U U O 4.141 � Q •o .o 3 J LL <I ftl S cu Y O ^^ O CD 0 n 4- U z O 0 0 - D c l a. (D v c m m0 EZ 0 �E c;d Q n 0 0 .- U�A ai 3 L c n+ CL CD CL a = �O C 42 3 ¢ O .0 O O p wr Q 0)4, (6 C Q) 0 5, Q. E E 0 m 0 O O) Mo 4 m c: LL m 0-0- a CDu wo N O 7 4) 4) c O > 4) 0 � O CY �_ CD N CL O E 0a)C.o L N E� Q 0 C) z O LL Q LU m w CD 4 f� Q vl Q Q Q C U p m Q) (D Cn O°)c c2. 0 D Z a a) < < x 75 0 c (D o U- 4 ! C 4) U a a�i a) OO C Q) cc U- -' n 0 z E m 'G V O pU LL > vpp, V o m t6 ~ 4) C ! 1 ® E .. M Q O U C (0 0 O = ti U Q m N S t � m o a O v Z Q 3 3 O = Le CD fn m E Q C � .0 EA r U- E c Q) 0 0) E 5 a 4) CL o LL E OL W @ p U ULLJ u- c O N )� !:j C @ N ) 7 e O (�C 6 X 4) w w a t m2 R 4) N 0 0 N >y 4) N t00 m (0 Q) _0 Q n t/3 € z Q Q- 0 ®ci 0 O U (DY U 0 p N Q (n 0 s_ 4) 4) a_ 4) c c C — c o+ N l$ 0 O N O i L O O �' Q Q N Q O O U) U d c W Q Q O. O N �E Syll to CO t- 0 7CV M r N M �f n O (U QUA Q _ Q _ Q — m m — — `- U — U '_ U — ULL Q(A z O Q H 0 z Q z 0 H a_ U N W G H V W O w a 4: Q a 0 z C` c a x LU CD 0 m 'U n C c� ru U O �i N O CT -O c m o_ co 2 CD N C m J LL 0 O z L .3 C N Cl. 0 cc 0a 0 O a0i cn CL a L a� E N 0 U N M q 4 q Q 0 0 O_ O O Ic O O_ O n O 0 0 cn N .O C in a) a� .c O c m CL LU 2 C d i a W J Z' 0 3 _� j C m 3 c 2 � C 'm 0 � N ` v . op 30 C5 v, �3jTco(D 0mZa�c 0 (� 0 =coma BUJ (D0 m N o U y U 0 .L.. Q O0 L 0 0 �U 75 U � O � a� O a,_ O 0 c U O 0~ O O E� O O (fl C o C U O 0 Cn pUj C m o U > O 17, --cO } N C L to cn U N CD O U o (D c a •- N O 'N 0 v- O L6 (tf L 6 'O O Cm L CO a q f6 a>i 7 Oco 0 ^ `1\ C Z Cc O O U O O o v, o r o U Z� Cl. j N CDE 0 U 0 N N 0 0 o — `� o E -O CD y O > 0 m — O E O C (n O U L _ c °U O CD Cd i 0 O Cm7— O� z w� > > O N 0 O C } C U c C co O U O � O O OL to a (A 0 0 N N } a)L CV O 0) QO 0 -C c cc 0 E O 0 C m U ISP) z tC0 } O C 0CL O C 0 a ca o o z-0 CD-0 N co a O O Cp U O O O L- c: oa tn U E U D o a> C .r-`2cn CD > Z O 0 C e � U O 0 CD U 0 CLCU) U N a� N a} O .. U N } Cl. c O a .D W ca a O E O O a U m L o v > E as M N � 0 O LU U C 0 0 a a) O O} 0 O 0 U O C O N 0 O � � Q c E o C v co C N 7 O E N -t C co O a ru ch � L o c (� C C f0 0 0 3 w C ` W pNj > (m `- ak�o a a� N O } U) LO Q CO O 0) co Q- C) N Q Q 0 LL C8 0 a a Q C a� E a O O O � o 0 O O N c 0 0 U E Q a) Q cn GULFSTREAM BERNUDA MODEL 1A ' y M h /rif<x:1/rri�'/,}<,..i Ri IJ 7 e /1 ti 4r\j /tl+�i V- sk, YID, 17 h r �1° 1 is I P4 p U F4-A, C*n Q F U MIN Revisions NOT FOR CONSTRUCTION Date 9/3/2021 Dram I Checked LR I MK Date Approval - Date Permit - Date Construction Seal AA0002340 (c�2011 " �� 1 ' I i �� P w t e R 9 . L j ` 7 " _ S I T E N O T E S S E E A T T A C H E S U R V E Y F O R L E G A L D E S C R I P T I O N V E R I F Y P R O P E R T Y L I P S D I N I E N S I O N S W I T H S U R V E Y S E E C I V I L A N D L A N D S C A P E P L A N S F O R A N Y A D D I T I O N A L I N F O R M A T I O N R E G A R D I N G H A R D S C A P E , D R A I N A G E , ; P O O L C O N S T R U C T I O N A N D o [ D E S I G N A N D A N Y O T } E 3 2 S I T E O S P E C I F I C I N F O R M A T I O N S I T E D R A I N A G E B Y C I V I L E N G I N E E 3 2 o n s N O T F O R C O N S T R U C T I O N D a t e 9 / 3 / 2 0 2 1 D r a w n C h e c k e d L R I M K D a t e I A p p r o v a l _ D a t e I P e r m i t _ D a t e C o n s t r u c t i o n - S e a l A A 0 0 0 2 3 4 0 � 2 0 1 1 L O C A T I O N M A P I M A , I4' HIOI AL1M181 I ram M S F aQ9nG GATE TO'WIDE I R7w I T e la 1 P I I--) I LOCATION MAP SITE COMPARISON A 7DN LOT f L.OT t LOr 3 LOT 4 LOT 3 LOT 6 -T T L.or W LOT 13 LAT n LOT II LOT 10 LOi 9 LOT 8 1 AREA CALCULATION IST FLOOR A/C + 4228 SC. FT. TOTAL A/C 4228 50. FT. COVERED ENTRY • 86 SO. FT. 2 CAR GARAGE I+ 562 SQ FT, LOGGIA • 588 SO. FT. TOTAL 5464 SQ FT, SITE A2EA 16560 —SOFT. TOTAL FOOTPRINT 5464 SO, FT TOTAL SITE RATIO 33% DATE 9/6/2021 I P SLOPE ILI a I I 7A2 TiP. CU ROOF sari CU ' 1 4' 111 1 AU.MHM FENCE WITH 8F CLOW 1 GATE T-a WIDE 1 B I� i� i SITE NOTES SEE ATTACI-ED SURVEY FOR LEGAL DESCRIPTION • VERIFY PROPERTY LIPS DIMENSIONS WITH SURVEY • SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING _ HARDSCAPE, DRAINAGE, POOL CONSTRUCTION AND OO DESIGN AND ANY OTI M SITE Pull SPECIFIC INFORMATION SITE DRAINAGE BY CIVIL ENGIN®2 ROOF AREA CALCULATION FIAT ROOF 1 407 SQ FT. FLAT ROOF 2 30 SQ FT. RAT ROOF 3 II SQ FT. TOTAL RAT ROOF AREA 448 SO. FT, TOTAL ROOF AREA 6211 SQ FT. ALLOWABLE LOW SLOPE ROOF %10.00 LOW SLOPE ROOF P62CENTAGE %7.20 DATE 8/20/2021 SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 30'-0' M-11- REAR SETBACK 2'-0- 21- SIDESETBACK 15'-0'MIN. (30%OF LOT WIDTH) EAST22'4YIWESTIS-P M—MUM HT. 20'TO RIDGE IF-S. TOWN OF GULF STREAM GROSS LOT AREA 16.SS0 SQ.FT.1...0 ACRES EFFECTIVE LOT AR EA 16,S60 SOFT. 10.36D ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING DEC- DEC- 4.226 SOFT 1.22E SOFT CEILING OVER IS'(OOUBLE) OSOFT 0SO." OSO.FT 0SO." 2ND FLOOR LIVING DSO." DSO.FT 0SO.FT 05O." 1PORCHEST .COVERED (PORCHES. COVERED PORCHES. 2 1l2') 0SO.FT 0SO.FT ST4 SOFT 6T4 SOFT 2ND FLOOR COVERED 0SQ." DSO.FT pSO.FT OSQ.FT AWNINGS > 3' AND SCREEN ENCLOSURE(AT 50%) 0SO.FT 0SO.FT 0SO.FT OSO.FT GARAGE 0SO." DSO.FT -2 SQ.FT 562 SOFT OUTBUILDING OSQ.FT 0SQ.FT OSO.FT 05O.FT TOTAL FLOOR AREAPROPOSED0SO.FT OSQ.FT 5,46450.FT S.—SQ.FT FIRST 20.000 z .33 5,464.8 SQ.FT OVER 20,WO x .20 0 SO." TOTAL ALLOWABLE FAR PER MANUAL 5,464.E SQ.FT TOTAL HARDSCAPE AREA 2A4TSQ- REOUIREDLANOSCAPEAREA (LOT SIZE, 40%) 6.624 SOFT ACTUAL%LANDSCAPEAREA 1190 SOFT GO 7 M J C 0 � o U O co W co = of (n � z Q 3 M a CD o c 7 O O) Y O ED O V7 NOT FOR CONSTRUCTION Date 9/3/2021 Drawn) Checked LR I MK Date I Approval _ Date I Permit Date I Construction Seat: AA0002340 n 2011 1 WATER VIEW LANE ------------------------ SITE PLAN — — — I/8 21'-0 AREA CALCULATION 1ST FLOOR A/C • 4228 S0. FT. TOTAL A/C 4228 SO. FT. COVERED ENTRY • 86 SO. FT. 2 CAR GARAGE 1• 562 SO. FT. LOGGIA • 588 SO. FT, TOTAL 5464 SO. FT. SITE AREA 165 00 S0. FT. TOTAL FOOTPRINT 5464 SO. FT. TOTAL SITE RATIO 338 DATE, 9/6/2021 OD M M J C c0 u U u O -1 m w F m = u a) = Q 3 N ~ Z za T a � O O C 7 d O m S ions NOT FOR CONSTRUCTION Date 9/3/2021 DrawnI Checked LR I MK Date Approval _ Date Permit Date Construction - Sea[: AA0002340 ©2011 AREA CALCULATION IST FLOOR A/C • 4228 SO. FT. TOTAL A/C 4228 SQ. FT. OOVMED ENTRY • 86 SO. FT. 2 CAR GARAGE 1• 562 SO. FT. LOGGIA • 588 SQ. FT. TOTAL 5464 SO. FT, SITE AREA F 16560 SC, FT. TOTAL FOOTPRINT 5464 SO. FT. TOTAL SITE RATIO 338 DATE. 9n/2021 00 M J C O m 2 ce 0 V O O] w r_ eo = U � Q Z Z Q 3 a � o 0 c 7 0 rn a) 0 M 0 0 NOT FOR CONSTRUCTION Date 9/7/2021 Drawn Checked LR I MK Date I Approval - Date Permit _ Date Construction Seal: AA0002340 (c� 2011 MAX. TOP OF QdHTET — 14'-0'ABOVE 9.AB MAX TOP aF ROOF �' mvomvE sAe MAX iOP OF CWM�EY 14'-0'ABOVE 9AB MAX TOP OF ROOF XT-0'Aa00E SCH SAVE FEIGFfT irvonaovE s.ae Eave �cs r q'rtaovE scs Vi -�R�ERen�cE s�aB aevariw0'-o' ON . a — MAX^ 14•-0•aeovESAs r , O U X. AT — MAX w -- mvnaoaE sos � p U w � �T. Q W P/ a a Q z w a AVE90V�EE'8AB Q O REFERENCE 9_AB — �. ELEVATI EAST SIDE ELEVATION 1W - r-U NOT FCR CONSTRUCTION E ABOW AB gr'aernE sae Date 9/3/2021 Drawn Checked LR � MK -� a Date (Approval - _ Date I Permit Date Construction - seal: REFERENCE SLAB e_EV I AA0002340 © 2011 WEST SIDE ELEVATION 114• = r-O• NOTE: • IMPROVEMENTS SHOWN ARE PROPOSED UNLE55 OTHERWISE NOTED. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. Zo LEGEND NOT PLATTED A/C - AIR CONDITIONER r - ANCHOR = ALUM. - ALUMINUM ® - AT&T BOX GONG. - CONCRETE N - BACKFLOW PREVENTER COVD. - COVERED ® - CABLE BOX N89i4'58"E �38.00� F.F.E. - FINISH FLOOR ELEVATION ® - CATCH BASIN FND. - FOUND ® - CLEANOUT F.P.L. - FLORIDA POWER & LIGHT ® - DRAINAGE MANHOLE I.R. - IRON ROD m - ELECTRIC BOX o iO N POOL SETBACK I.R.C. - IRON ROD & CAP rJ -FIRE HYDRANT in o— N P.B. - PLAT BOOK - HANDICAP PARKING N PG. - PAGE ® - IRRIGATION CONTROL VALVE POOL REAR O.R.B. - OFFICIAL RECORDS BOOK n - LIGHT POLE — — — — SETBACI 2250' R/W -RIGHT-OF-WAY ® -MAILBOX 19.33' 17.56 38.0W TYP. - TYPICAL CF - POWER POLE U.E. - UTILITY EASEMENT ® - SANITARY MANHOLE o v - SIGN '" 36.00, w - VALVE m M - WATER METER - YARD DRAIN NOTES 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF TRACT "A", "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK _, PAGE _-, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING N89'14'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. FLOOD ZONES: "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. ELEVATION= I 3.25(NAVD 1988) 10. SETBACK LINES SHOWN HEREON TAKEN FROM PLANS BY INFINITI ARCHITECTS. DESCRIPTION LOT 1, "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK _, PAGE -_, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. Jeffrey R. . Wagner JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 CAULFIELD & WHEELER, INC. PLACE AU SOLEIL CIVIL ENGINEERING 0 LANDSCAPE ARCHITECTURE — SURVEYING ADDITION NO. 2 - LOT 1 7900 GLADES ROAD —SUITE 100 BOCA RATON, FLORIDA 33434 Rut PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY PERMIT SKETCH 9/1/2021 4DJHREVISIONS DATE DATE AUG 2021 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT NAVD 1988 LOT 1.dwg 9599 SHT.N0. 1 OF 1 SHEETS SCALE- 1" = 50' 0' S0' 1O0' 150, LECETD: PJRM = PETdNAAETJT PEFOd-TCE A,aM.R+FNT (ax4' COtiYRETE ,L ZESSNT STAR EO RWSE&I53� (LOESS STATED 07FERWlSE P/.CP. = P/RtIAAENT CCW/RCX PC1'NT IBA 7F 09C STAAPED 'Hv IB .I53� U1.ESS' STATm 0IIf77W15E PRPA00 = FUN C IEC0 I1S OF PALM EEACH COUJ7Y SEC TKW 4/46/43 = SEC77ON 4, T0.MP 46 RAAGE 43 EAST CUE = GENDW UTL?Y EASStOJT LINE TABLE LINE NUMBER LENGTH BEARING L-1 3375' N.00°03'46E. L-2 25.88' N.12 54'17 E. L-3 26.85' N.89°14 58 E. L-4 26.85' S89°1458 W. L-5 25.88' S.12 54'17 W. L-6 103.65' S.00°03'46 W. L-7 77.58' 003'46 E. LLL---8910 1E8530'2. 4670.19'°0E. HN. °44580.6716E 1 � � o .VE % ACCE ` ME l 7RAi 57,3�o?e C PL A CE A U S OL EIL A DDI TION NO. BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N,E V4) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (S,E V4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 771S MT .RENT WAS PREPARED BY PALL D. ENCL£, 9J TFE 0F'FICL OF OEREN, SU7ER & OSREN 9JC, 955 RW. 17TH AVEME,, SLITE K-i DELRAY EE404 FL00DA 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-1 00°3304 20.00' C-2 12°503 109.00, 24.43' C-3 5820528 20.00' 20.28' C-4 192°31'37 50.00, 168.01' C-5 58°0528 20.00' 20.28' 1 1 C-6 58°0528 20.00' 20.28' S. 1 1 W. C-7 39 50'14 50.00, 34.76' W. C-8 58 °O5'28 20.00' 20.28' Ol W. C-9 12 50'31 75.00' 16.87' 6 29 01 W. C-10 59 31'38 20.00' 20.78' N- 29'0 C-71 299°0530 53.00' 276.67S.00*4j557 C-72 59 33'S2 20.00' 20.79' 0 C-13 59°31'29 53.00' 55.05, C-14 79°06'17 53.00' 73.17 S.51 12'03 E. C-15 21°45'05 5300' 20.12 S00 4622 E. C-16 90 23'19 53.00' 83.61' S55 17'S0 W. 48°1920 5, ' 44.70'C-17 N52'0S1 W. 105°9'42 g2O.00' 3C-18 694 N.53 3140 E. 71°14T20 8312 10..'C-19 42 N 0 T b TRACT TRAr;4 9" Q � K7g4v et H2s 'y A ? �ovr p w o ACCESS T E4A(L� ' A,EA rr LM75 z Fro, 34.ar UMTS O� TRACT Ti A S2�b 8 N89*956't LrUE NOT PLATTED 0 UWTY EASEA£IJT DETAIL 'A " (M SEA PAGE 1924 & SCALE = -,v OR& VM7, PAGE f128) P L A T T E D 5.89°14 58"W. 47/Y/1 701 NO TES. ALL BEARMS SLV M HEREON ARE RELA7711E TO THE S0U77-1 UAE OF Tl-E NORTHEAST 0UA M AlE.1/4) O= SEC770N 4, TOWN -HP 46 S0U7H RANGE 4 EAST HAVM AN ASSLRED BEARM OF R89°M 561E NOTICE.• THS PLAT, AS REC09'ED IN ITS GRAPHC FOdt( /S 77f OROAL DERCT70N OF 77-E SLMODEED LAADS DESC98ED HERON AAD WILL IN NO C/RC(WTANCES BE SLPPLANTED IN AUTHORITY BY ANY 0T7 ER GRAP14C OR DIGTAL FORM OF TFE PLAT. THERE MAY BE ALY) R%AL RES7R/CT70AS 7714T ARE MIT RECORDED ON THS PLAT THAT MAY BE FOLRD IN 77-E RWC REC09OS OF PALM BEACH COUWTY, FZOMA. 7FE TOWN OF GU F STREAM IS HEREBY GRANTED 77-E R'GYT OF ACCESS FOR DA7RG0WY AND MAINTDV4ACE RMPOSES THS INSTRU&WT WAS PREPARED BY PALL D. DVaE, IN Tl E OFFICE 07 0MBd S17ER & OVRBq AC, 955 NW. 171H AIM,,276-ASUTE K-( DEL.RAY BEACH FZO DA 33445 (561) 501 FERMAAENT REFDO CE MOVMENTS ARE 997WN ThUS O TITRE SHALL BE NO akL OR ANY KW OF CONSTRLCTIOV PLACED ON WATER, SEWER OR ORA/NAGE EAMEiNT3 AV STRLCT LRES SHALL BE PLACED WITHN A H ORZ0NTAL DISTANCE OF 10 FEET FR%4 ANY DZ77AG OR PROPOSED TOWN OF CLEF STREAM MAINTAAED WATER SEWER OR ORAAAGE FACCmES C0AGTRLC770N OR LAAOSCAHAG UPON MA/NTLNANCE OR MAINTENANCE ACCESS EA-R. E S MLUST BE dV C01F0 WANCE WITH ALL EIULCM AAO ZOVNG CODES AADIOR OROT/ANCES OF 77 E TOWN OF GULF STREAM THERE SHALL BE AFO TREES OR SRLW PLACED ON U77LITY EASa4WTS WHCH ARE PRO WOW FOR WATER AND SEWER USE OR UPON ORA/NAGE EASE.AENTS LANDSCAPWC ON ANY OTHER U71LITY EASS*WTS 944LL BE ALLOWED DAL AFTER C0150ff OF ALL U77LITY COWANES OCCLPYMIG SUE INSTRUIENTS OF RECORD AS SOWN HE7E0N ARE RECO;DED IN 77E P(.Ei'X REC007S OF PALM BEACH COUJTY, FLORVA L LESS STATED OTh0?Wl5E. SET PRM 5000' WESr\ 127.13' 138.00' 138.00' 08.00' 138.00' 138.00' 156.00' 227.66' Ld,4TS OF FLAT LMTS OF PLAT 3 TRACT 'B" AREA=24,973S0 FT. o� LOT 1 op LOT 2 os o LOT S o b LOT 4 oa N LOT 5 0� LOT 6 rob Y LOT 7 2$530 So. FT �� o O Nz AREA = %560 SO. FT. • Nz a AREA = 1f560 SO.. FT. O v AREA = 14560 SO Fr. O AlEA = 4560 SO FT. O a AREA = T560 S0. FT. O � AREA = 17,,375 SQ FT. / AREA = A5 C-13 \ N m' GUE C-14 ses^1es6w 0 �1 L-3 -�1J .1 8�-- Z� - 0� -- 3800- 93.E T R A C T "A "s289^F1s8tu-_-- P.CP �AAO RAG4S Fa/T _-_-_-_-_-_- 3 � c- C-7 � . N vry C-8 N LOT 14 Sp LOT 19 TRACT C Ar�A = r�s6o sa Fr o e AREA = r5so so. Fr 9426 SC FT. y N 7 OF HAT / CRf75 OF PLATS / �'� 3 N L 12' N EASEAfNT ((oR.d - 2��� I A0RTFE7d.Y LME LYE PLAT \J OO 5%$ PAC£ N32 & OR,B �V BOOK 3R PACE F54) O �µ 5W,, PAGE 61) LAVVMEAUS0ML- �o NOT PLATTED / ( a BOM PACE ly `-(AVT /AntB D) Pl.BIJC OF WAY Lµ4 OF HAT BLUEWA /EH CUVL OUM.� -- c- T R A C T -A -_ ---------------------- 7jEA=46,406 SO. FT. 809.91' N89°wse'E 9 CUE LOT 12 e� LOT 11 ZSQ LOT 10 AREA = V--W S0. FT. OV ARFA = C560 SO. FT. O AREA = K560 SO. FT 516$ PAGE 1924 & ORR W27, PALE 1T26J 12' UWrY E4-gMD7T (0R8 ,b327, PAGE NOT PLATTED JTY EASO.Off (ORH 5M PALL VM & 0R8 562 NOT PLATTED iT UTLTY EASM1 T TRACT 'iA"__ Q'u"nreavoirlFurewrzAVAtrm __ _. PLACE AUSOLEIL COT 93 LOT OL LOT 91 LOT 90 LOT 89 LOT 88 LOT ADDITION N0. 1 6,15.00' PLACE AU SO_EIL PLACE AU SOLE/L PLACE AU SCLU PALE AU SaE7L PLACE AU SOLEIL PLACE AU SOLDL PLACE(HAT BOCK 27, PAGE 69) (PLAT BOO'C 27, PAGE 69) (FLAT BOGY( 27,, PAGE 69) (HAT DOW 27,, PAT£ 69) (HAT BOOK 27, PAC£ 69) (HAT BOOC 27, PAGE 69) (HAT BOOK (PATBOCKX PAC£ V) R89°1458'E W &E OF PACE AU -10-EL (FIAT BOCK 27,, PACE 69) �C-12 PCP ID & 3 O6' LETTER OF pt-BE-5AC C-17N,j LOT 9 AREA = r502 SO FT. LMTS CF PLAT TRACT T)" 2,920 S=FT. LOT 8 AFEA = 224W SQ FT. 12' U77UTY EASEAOJT (OR& 5VA PAGE 1924 & OR& 27, PAa 50.IX SOUTH LM OF AL-1 4 CF ----�7 PRAT-� SECTION 41461443 5000' WEST NOT P L A T T E D \ 12' UFLTY EASDIEMT (CU 1632Z PAGE 128) 2 & OR8 Sb- PAGE 61) - - - - U""Y FASaort 6uT 61XK � via [®) LOT 8 6 L 0 T 85 PLACE Au SI PLCE AU,' (HAT BXK 27,, PAGE 69) (PLAT BOOK 27,, PAGE 69) ADDITIONAL SITE DATA SITE LOCATION GULF STREAM ARCHITECTURAL STYLE 8ERMUDA LOT COVERAGE SA64/16,560=3200% PERVIOI/SAREA 8,912116,560$0 FT=53.82% IMPERVIOUS AREA 7,649116,560 SO.FT=46.IB% SETBACKS SETBACKS FROM SETBACK REAR SETBACK SIDE SETBACK MAXIMUM HT, REQUIRED PROVIDED 30'4' XP11' 20',Y 21--3" 15'-0'(MIN. 309: OF LOT'NIDTH) 22'-8' EAST 119'4' WEST 20'TO RIDGE 17-8' TOWN OF GULF STREAM GROSS LOT AREA 16,30 SOFT I O.380 ACRES EFFECTIVE LOT AREA 16,560 SO. FT. 0.3W ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING OSO.FT OSQ.FT 4,22E $Q.FT 4,22650.FT CEILING OVER IS (DOUBLE) OSO.FT OSO.FT 0SO.FT OSQ.FT 2NDFLOORLMNG 1,362/3.799=35.8% 0SQ.FT 0SQ.FT 0SO.FT 0SD.FT 1ST FLOOR COVERED (PORCHES, OVERHANGS - 2 1/2') OSOFT 0SQ.FT 67? SOFT 6T4 SOFT 2ND FLOOR COVERED 0SO.FT OSO.FT 0SO.FT 0SO.FT AWNINGS a T AND SCREEN ENCLOSURE (AT W%) OSO.FT OSO.FT OSO.FT G SOFT GARAGE 0SQ.FT OSOFT 56250.FT 562 SO.FT OUTBUILDING 0SO.FT 0SO.FT OSQ.FT 0SO.FT FLOOR AREA - PROPOSED 0SO.FT 0SO.FT S,464 SQ.FT 5,4"SO.FT FIRST 2D,000 x.33 5,464.8 SOFT OVER 20,ODO a.20 0 SQ.FT ADDRIONAL LOGGIA AREA SPECIAL EXEMPTION TOTAL ALLOWABLE FAR PER MANUAL S,4-8 SOFT TOTAL-RDSCAPEAREA 2841S0.FT 3A17SO.FT REOUIREDLANOSCAPEAREA (LOT SI2E x 40%) 66245CFT ACTUAL%LANDSCAPE AREA T,T90SO.FT 8,912 SOFT 1A-01 / Lot 1 NORTH 0 8' 16' 32' ■ -UE SANDBLASTED PAVERS, BONOISTAGGEREO PATTERN. — SCALE: 1/8"=1'-C" :It 1.0 `;III■,�,-���'��'����� ,11� • �.,. 1 _ �� c`^y' mmull 11:1 Ed I Ink . CJ la ■� I�_ rim _ E ■� ELF -CLOSING GATE AND 4'HIGH `�i '■r yy � .� . I. 1C DRIVEWAY COURT USA MARBLE OCEAN BLUE SANDBLASTED PAVERS, 16'x2-1/4' RUNNING BONDSTAGGERED PATTERN. ENTRY WALK 2' S 62' E EcoRATIVE -7' 0". CONCRETE PLANTERS BELGARD OCEANSIDE GREY tfi'rt6'X2341" PAVERS 10-0' - STAGGERED,' RUNNING BOND PATTERN W/ -- 4NB' SOLDIER COURSE BORDER, ON COMPACTED SAND BASE B' 138.00' ENTRY o _ WALK' - BELGARD OCEANSIDE GREY e'x12'x231B' PAVERS STAGGERED/ RUNNING BOND PATTERN ON COMPACTED SAND BASE 51 PLAIN SCALE: i "=8'-0" ACRTH ARRO•.' LANDSCAPE REQUIREMENTS_ LOT 1 SINGLE FAMILY TOWN OF GULFSTREAM, FIL �\�V A. TOTAL LOT AREA 16560 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 7649 SF 146.19%) C. TOTAL PERVIOUS AREA PROVIDED (A-B) B912 SF (53.81%) 8 16' 32' D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx.20) 1782 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200. SF 38- PP 3- COR, TOA, MULTI. - F. NATIVE VEGETATION REQUIRED (Dx.25) 446 SF SCALE: 1/8" =" 2-JUT, 6-TOA, MATCH G. NATIVE VEGETATION PROVIDED 45D+SF 12-PIT H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A/ 251 7 TREES J. TOTAL TREES PROVIDED 21 TREES K. TOTAL NATIVE TREES REQUIRED (HM x .50) 4 TREES 2- CE, 14'OA, L. TOTAL NATIVE TREES PROVIDED 12 TREES BUFFER TREES. PLANT LIST LOT 1-MODEL 1A SINGLE FAMILY CITY OF DELRAY BEACH. FL KEY QUANT. PLANT NAME REMARKS TREES/PALMS PROPOSED OV 3 Quercurs Virginians/ Live Oak 16'OA, 7'CT, 4"CAL, full (native) CE 6 Conocarpus Eli green Buttonwood 14'OA, SCT, 2'CAL. STD, full (native) CES 3 Conoca us Er Serc us/ Silver Buttonwood 14'CA "CT 2"CAL TD rp STD, (native) JUT 4 Juniper Torulosa/ Tomlosa Juniper 7'OA, full to ground (drought) JAP 4 Elaeocarpus decipens/Japanese Blueberry 8'OA, match, 4'CT. full (drought) CNM 3 Cocas Nuc. Malayan/Malayan Gm Coconut 14-16'OA, 7-8'WD, 12"CAL, w/ curve, full (very dre MP3 3 Veitchla Montgomedana/Montgomery Palm 14'OA, TRPL, full (drought) AD2 1 Vat chia Mern filAdonidia Palm 12'OA, DEL, full (drought) AD3 2 Veitchia MenilliUAdonidia Palm 14'OA, TRPL, full (drought) FIS 3 Calyota Mlils/ Fishtail Palm 160A, multi full (drought) ACCENTS PR3 2 Phoenix RoebellefflUPygmy Date Palm 8-10'OA, TRPL, full (drought) EUR i Chamaerops Humilis/Eumpean Fan Palm 4-5'OA, 5-trunk, full (native) DII 5 Dioon Edulel Dioon Fem 3'OA, full (drought) COR 8 Cordyline Floddana/ Florida Tii 5'OA, multi, full (non drought) SKY 6 Ilex Crenala'Sky Pencil'/Sky Pencil Holly 4-5'OA, full (native) JUP 1 Junipems Chinama s Pom-Pom/Pom-Porn 4-5'0A, multi w/ character, full (drought) LP 6 Rhaphis Excelsa/Lady Palm 4-50A, multi, full (drought) BR 4 Bromeliad Imperiahs/Imperial Bromeliad 7GAL, full (drought) CAL 4 Callathea Zebdna/Zebm Callathas 3 GAL, 24"OA, 30"10C, full SAN 6 Sansevieria TdBsrala Zeylanice 3 GAL, 24" CA, 30" OC, full (very drought) SHRUBS&GROUNDCOVERS CL4 145 Clusea Guttifera/Smell Leaf Clusea 4-60A, 30"OC, full (native) PO4 200 Podocarpus MakilMaki Yew 7GAL, 3-4'OA, 2'OC, full (very drought) PIT 33 Pittosporum Tobira/Gmen Pittosporum 3 GAL, 24" CA, 24" OC, full (drought) CRO 4 Codiaeum StoplightlCroton Stoplight Yellow 7GAL, 36"OA, full (drought) BEG 24 Begonia Angel Wing White 3 GAL, 24" OA, 24" OC, full (non -drought) HIS 24 Hibiscus Mona Loa/White Hibiscus 3 GAL, 24" OA, 24" OC. full (non -drought) PP 184 Podocarpus PringleslOwari Padocarpus 3 GAL, 14" OA, 20" OC, full (drought) FGI 212 Ficus Microcarpa Gm Island/ Gm Island Fie 3 GAL, 14" OA, 20" OC, full (draught) JM 70 Tmchylosperma Jas Minima/Jasmine Minimal GAL, 8'OA, 10" OC, full (drought) SOD as required St Augustine Palmetto SO FT, full NOTE Native, very drought and drought tolerant plants indicated per Xeriscape Plant Guide II GENERAL PLANTING NOTES 1. All planting notes to be Florida N, grade or better as stated in'gmdes and standards for nursery plants" part I and part II (2007), State of Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradicated from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting beds to receive three (3) inches of maleluca, recycled bark or other mulch, type "B', or better. (no cypress mulch) 6. A11 planting areas must be irrigated to provide (100°A coverage & 100%overlap) by an automatic irrigation w/water sensor system installed by cedified irrigation contractor. 7. Sod and irrigation will be provided within all the unpaved areas including the R.O.W. 8. All mechanical equipment must be screened on three sides w/a hedge, solid fence or wall to a height minimum 6' above the item. 9. All underground utilities should be located 48 hours prior to commencement of landscape construction. The Landscape and/or InigaBon contractor is responsible to call toll free 1.800.432AT70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible for rough grade within two -three (2-3) inches of final grade. 11. In case of discrepancies, the landscape plan takes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 15 ft. separates all trees from pole lights and overhead utility lines. 15. Within all site triangles there shall be unobstructed visibility within 2.5' and 6' above pavement level. 16. Any trees and shrubs within water, sewer or drainage easements shall conform to City of Delray Beach Standard LD 1.1 & LD 12. 17. No plantings shall be planted over exilltration trenches. 28- FGI - 2- COR, 5'OA, MULTI - 1- PR3, 8'OA, TRPL 40- CL4 4- CRO - AD2, 12'OA, DEL - 3- LP, 4-5'OA, MULTI 4' SELF -CLOSING GAl ALUMINUM FENCE. eI 32- PO4 - 1- CES, 14'OA 8- FGI - 4- SAN, IN POTS, BY OWNER 10- PO4 - 4- BRI - 70-JM 3 MP3, 14-'OA, TRPL r 24- HIB 138.00' 36- PP - 3-COR, 5'OA, MULTI r- 2-JUT, 6-TOA, MATCH 38- FGI POOL PATIO ; 'OA, TRPL r •� fir OWN 7 • A11 c h -: / �I' t 2- JAP, 6-POA. 6- PO4 42- FGI Ly uST 1-CNM, 7-I-. W/CURVE. "V 2- ADS, 14'OA, TRPL. h 22. PP 4- DII, 340A, MATCH I. 16- PP 16- PP 138.00' SITE LANDSCAPE PLAN SCALE: 1„=8,_O„ 2S-0' 65- CL4, BUFFER HEDGE r 21- PIT 4- CE, 14'OA, BUFFER TREES. - 20, PO4 30-CL4 6- PO4 4' SELF -CLOSING GATE AND 4' HIGH ALUMINUM FENCE, ERONZE COLOR 2-CES, 14'OA 3- FIS, 11i 10- PO4 1-EUR, 5'OA, MULTI 42. FGI 43- OV, 1S6'OA, TREETSCAPETREE I■ a L O O DO NOT CUT LEADER PRUNEDAMAGED OR DEAD ,(L /. MOD IM 000 �L1() !1 0r0O oe TO PLANTING AS DIRECIATELY TED 000 O�Q00 (�j�/ V00 1/Q BY THE LANDSCAPE ARCHITECT VU SEE NOTE -- ODO DOUBLE STRAND p12 GAUGE WIRE Xun 0,0pa WITH 3/C'O RUBBER HOSE p 3 PER TREE ATE B EQUAL PACING. B p, ,D q� p 0 0 0 0 pN Q) p00 D'4 0 q,, �p 0 0 0' 7' 'D 0 60 M 0 ULCH 3'DEEP 0 0 W V O O O O O O y.0' o SEE SPECS. �g 0 D 0 �OO � ( I O�OO � O (y 0 O �TOzQ " QQ 1C MULCH, 3'DEEP u Q QBACKFILL MIX AS SPECIFIED W BASIN FOR WATERING. EXISTING SOIL ORANGEVOREKSER �p 'SET TRUNK FLAIRTOP ROOT0'-2' 9� ABOVE SURROUNDING113 FINISH GRADE. UNTIE BURLAPRLAPU3 FROM M BASE OF TRUNK/BALL TRIM 1/3 FROM CROWN, WIRE BASKETS REMOVE FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO TO BE REMOVED COMPLETELY 2-x2'x2' STAKE. TOP TO BE 2' MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. NOTE: BET FOOTBALL ON UNDISTURBED SOIL DISTANCE BETWEEN PLANTS SHOULDW71 BE FAR ENOUGH A ALLOW PLANTS TO REACH NATURE SIZE WITHOUTINTERFERING WITHGROWTHOFADJACENT PLANT MATERIALS DISTANCETOCENTERLINE 'TREE BE REMOVED IN MONTHS FOR WILL VARY TO OF SO THAT NATURE PLANTS WILL NOT AND MONTHS TREES AND 12 MONTHS FOR PALMS NTOSIDING DEWALK T UCTURERA OVER LAP ONTO BIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. AVER AREAS, LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL 0 p 00 0 V DD 800 �gg %t Opt �0 8 0o ri� 0' PROTECT TREE WITH 3.'4'O DBL STRAND N0.12 GALVANIZED RUBBER HOSE GUY WIRE (MIN. 3 PER TREE) RED FLAGGING TAPE 0 W DEEP LAYER OF APPROVED MULCH PLANT MATERIAL SHALL NOT BE 3" DEEP LAYER OF PRUNED PRIOR TO INSTALLATION. INSTALLED, AFTERPLANTSSHALL ON SPACE BACKFILL WITH PLANTING BOIL APPROVED MULCH rp0 D BE ga q 0� EACH PLANT SHALL BE PRUNED 0 U FOR UNIFORMITY. STAKES 2'x4ER TREE) (]PER TREE) BACKFILL WfTH PLANTING SOIL 0 SURROTRUNK ROOT 0'-1'ABOVE SOIL BERM FOR WATERING BASIN NGFINRTOP SURROUNDING FINISH GRADE. � STAKES TO BE 18" - GRANULAR FILL _ SOIL BERA1 FOR GRANULAR FIL - WATERING BASIN BELOW PIT IN EXISTING - MATERIAL OR Fr MATERIAL. OR I I -III -II SUBGRADE EXISTING GRADE EXISTING GRADE - UNEMCAVATED 21, FOOTBALL SIZE FOR SUPPORT 'SET TRUNK FLAIR OR TOP ROOT 0'-2- ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP I FROM BASE OF TRUNK/BALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM 1.3 FROM CROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS ill FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2a° cal. and under) PLANTING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 0'- ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP L3 FROM BASE OF TRUNKBALL TRIM In FROM CROWN. WARE BASKETS REMOVE 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 'TREE BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PAINS AND 12 MONTHS TOE NAIL BRACE TO 2'1' WOOD BATTEN RED FLAGGDG TAPE ON BRACE METAL STRAPS SECURING C ' OOUTOTAL) MIN5 LAYERS BURLANOOD P (3 TOTALJ MIN SLAVERS BURLAP DRIPLINE J 3" DEEP LAVER OF NO ENTRY APPROVED MULCH NO STORAGE BACKFILL WITH PLANTING SOIL NO DRIP LINE EARRICADEOFORANGE ENCROACHMENT -TENSOR' HIGH VISIBILITY SOIL BERM TO HOLD WATER MESH 2'x2'W' WOOD STAKE 4' HIGH FENCE AT DRIP LINE FENCESUPPORTS SPACEC F APART GRANULAR FILL 2'x4'X12' FOOT PAD FOR MATERIAL OR - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SOIL CONDITIONS EXISTING GRADE - THE BARRIER SHALL EXTEND TO THE DRIPLINE. SUCH AS SAND, BURIED - THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE UNEXCAVATED - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FW R OR TOP ROOT 0'-2- ABOVE SURROUNDING FINISH GRADE. 00 UNTIE BURLAP 113 FROM BASE OF TRUNKIBALL GA 1_MV wTRIM i.r3 FROM CROWN, WIRE BASKETS REMOVE r(I OO;;rµµrrpp 1 FROM T00 OP OF BALL AND ALL SYNTHETIC BURLAP _ L)yf/41�'�EREMOVED COMPLETELY D' DQ00 PROTECT TREE WITH 3;4"O RUBBER HOSE DBL. STRAND N0.12 GALVANIZED 5R GUY WIPE IN.3 PER TREE n 3'DEEPLAYEROF RED FLAGGING TAPD 0 APPROVED MULCH ON BRACE BACKFILL WITH PLANTING SOIL (SE tense ) SOIL BERM FOR WATERING BASIN 2'x4"X8'-0' STAKE q' STAKES TO BE 18' _ - GRANULAR FILL BELOW PIT IN EXISTING MATERIAL OR RAM06. ) FA - SUBGRADE EXISTING GRADE NOTES: UNEXCAVATED 9" BALL 9" FOR SUPPORT ALL ROgf RIM.. 9Vll BE 4' Lmaaw fRIXr ALL Ott FARRI6 NOTES 'PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT BALL 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR 11W OF RCaT BIIBIIAs 9iHL rcU1iD M1H tltY Ilb ro S 81' tltY FerT Ra' /11 ROOT e!✓GRIt I3fLLLL �� v irasRn atAx t. 1 �tlsrlNrF 9V11 ttl vYM IRA NL Ott fA�lll6 RaOr ewgUER 6 18➢. AT THE BOAND 2 TIMES THE DIAMETER OF ROOT BALL TREES AND 12 MONTHS FOR PALMS 1 ROUT BIR�a 91MIL I n• OFID /A FPOOIKR N¢l!� AT THE BOTi OLA,TOM 'DEPTH PER CITY RECUIREMENTS �� � . ItLtx`at 9Ha>DI. 91N1 Y J6' FN¢4 .R RE NR Fn H A Ra .. uwF �MaP� SMALL TREE (2r cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 GENERAL NOTES: 1. PLANT MATERIAL TFR L An atom -ter seal be %dada e1 or baNer da esWDlish=_tl by "Gretlea altl Sollars for Nursery Plano' If the stab It Fbada, DeparMant of AgdalWre. 2 All trees, shrubs and growdcovers shall be of the szos as xpedfM In the Plan' Ua 3 Ouantifiea lialad on the Ne %ant UN era for estimafing purposes. Catmclor shall verity all quanHids. Mu ,topsoil,MNlizer,etc-.Nall be indueed In gn unit mslol the plants 2w here there laa dbrepe cncy eiMt In q... All, plant rare.. slza a sped had, een IN, plan a plant list, Uri plan takes preceaeme. 5. All planting Lads all water basins III ..It W -Nod with a 3- minimum depth cf shredded su-lyplua or other organic mulch gretla'B' or better. fi. TM1e Pbnting PWn shall be installed in remdianm with all existing QIy mtla and applicable ad. reatnktiona. T. SOD: All area not usM for buibings, vehicular use ¢roes, walks ar planting Oetls sha'I be grassed, Grassing shall extend bony abuNmg street pavement etlga ell to the mean waterline oI a1y abuitieg canal, lake or watarwaV. Sod la be g2tle'A' weed free. ai areas markee Lawn" shall be S:. ywgustina'Flomtam'solie sad The Dry RNention area shall be °Bahia Glass' I'Pasptum Nolatum'. All sad .ball be alt 1 tight and even along dating bads. Larrasmpa mnimdt h reapWsrole tar vlawdirg men own aquere bmage bheoft end new vsrifim:bn W pmviCe 100k sotl coverage of all areas sPed6ea 8. PLANTING SOIL. At trees one IhNbs stall be planted v Qh a mNmum 1112° bpsoll ..bd aatlbebaatba.-Nall. MlNmum lopsdl shall be 6'IwgrourWmver areas, 4'for seetlatl Bass area antl T In sodded Brass areas. S. Planfing sail b IN a w¢ad-free ni-I of 50 % send.40 PI r%m0 oar am pt al deco mebl iomI m. np muck mixed with exidina sdl flee d - end ae0ris. BouaalnWilea soecl.I sM1a. ba bat De 10 cpno-aabr t resFWNbb mr aatermm�rg au udiry:ocabons and �nsla'nng radnties m as m rmdlkl. al carnage b <xl.ung armada or Improvomant mu.ea M cm.aalor ahai eo epaired al nD adeir nil mslw the owner. 11. C egrouna gd,ld ati1 notiy'SuaMne' at 1-BOC-836-009'! (48) Irours pi-pr btliggn9 for ma4y bmibns. 12 Cmtracaor sNa4 ba responsible for provitling final grading of ell asWlatN dolling ems. 13. ABer tool Bade, area b be rake¢ l0 6-tlepm all all rock and foreign inorganic mtert rema.ed and dlapd-Npmparl af-Nw. 14All denting holes b W hand 11 1 whim machine du9 holes will col edvarsa:y aged I damage Wliliss or Mlb dmanh (see note 8). 15. No plun9irg IF— area or palm wad be accepted. A I plants to be pla- w/ bunk Pair cl suaam ram 10 b abosw fired. roar city mgalmmal.). 16 Conbaclor shall stake 8 guy all trees antl palms al I:mo oI ph r ,g ps par the 9uyin9 tlu appr9pNgdu nnR Cantraclor'srespmdbb for atemaintenance ard:a ropa:r of all slaking and warranty period. 17. All parking islands rmasurklg lass than 11 feel (indWN,j mrbs) due to Wming NdL requirement shall have root tamers inslellad agNnsl the Mill Perlmeler of the island. al tin shall ba exuvNeO from Islantls to a eePOt of 2-t12 reel and ba hBlbe wlih she specifiIt ed Ftnlin9 IN. 18 Fertilizerforpress area shall be NPK16i ®12SIb./ICOOs.I.ar S45baacre. Nitrogen SD %slow Meese formBWanirer to kduae samntlary miaonubents. 19 SUBSTITUTIONS AND CHANGES: A: substitutions ell charges shag be Vp arl n wining prr b insblMdon. Any tliscreparmies behvean pore, rile antl specinmdona shad be sought b da Imrredlale etWntlen of Ne Architect, da owner end Tne Torn of Gulhbeem. 20 WATERING: Ai plans material shall W walored in al Omp of pbtng in acmrdanm wilt sraneatal INNIvraakea.. N,ladIconvacWrwiil-..`warring of dell makdel mDl suDabmbl mmpbibn and as neeeed Inereaner for a mrioa orz mWma. 21. EXISTING MATERIAL: Al existing malarial sM1ag ba brmght to mrard cty moo Nand -I all exbdng hedDes mu. W mnbnuous m raqu red. . DRAINAGE EASEMENT W MN.pp-I coal be olbined ham 1-1 water managertenl wsWd prig- phNin, wUin the III sasamed. 23. All new plat materbl shall bo guamntaod for 1 year ham bral of f al acceptance at Pral.t. Any pot materal lid in a healthy gro'rvirg mnaifiW will be redaaetl Dy iM1e contradar a: W aaanmal cost m lno rnmerwnnk 10 days ar nmlkation. FN all mini a .Baal dre waran rind anal De e-aed an addhdrNI 45 as a red. d t ly ry pe »yo d e aril wa .1 period. Warenty is null and vile for plant malarial wrath is tla., w dies as a result ol'acfs of Gotl' IimiWtl la hail freeze 1cM1 wills exc, Ji.]5 y as defines by 1M10 h. iHurrrsne Center. altrces I CdrdNorare Sown over mused by wills less inn 15 mpN, rill W reset all brema by the Corxadar at no etldaicnal cost b INe Pwner. id. Type'D' curbing and whet stops -.1 be prwklea in 1- .U.A. RNer to pavng antl drainage debd ahall la dN,N a/type "0• I- and wheel stop. 25. TM successful bbder shall Worth b the Cwalr a unit papa breakdown for en materals. The Ovmef may, at its dbcratbn, etla or dell:. from the materials u8sirg Ne unit prim dr-c-In aubraded. 26. No plant mt... I will ba acceded showing d- dmblo, chain marks, equipment -N. or otherwise damaged. 27. Plant materbl will not be III v41en the all O eaa, surtound'.ng ON roar bas ball cracked broken or otha lbw damaged. 28. Root-amne ell 1ree4 a minl-bi of (8) weah. prlar ro deMirg. 29. T-grates .Nall be pasll-Na to moot In the cooler of Ireewell and here uniform sparing cold wtaiio e09e1 d III Install 91- where mtlipalad an plans I— and Imth rounabg pNNo wd.b. Ill.I slog argb hams, in Fm4reta nosh all IeYeba won Surrounding pavieg .Mace, maintain Busk. and I-1. et all times. 30. All landsmpad areas will ba Itgalea by an uMeground,...matt, NI ibigatlm ayNem N11d,g 100 %coverage and too ^%.may wedap. The syatam shall ba maiNa gaud wowing order end designed b min'mize wNar W ImpaMWs aervlms and col wetpray wakways. A rain sensor device lball Wiraldled b-e . theinigadon ry...I Ma system Mren adequate reinfe I has -blId. 3f. Hetlge materbl shall be polled equal to Om tight of ill tlumpstars. adralmmers, ntedtNral egWCmeN arts tiler grouts frmsbrtd:rg utifiry equipment or encbsures 32, al pbN nalefial planted 4thib lie sight di..- biargb areas Isee pbn).-I p-da u Wbaamcted class-.lalbinly at a hMzonlal level balloon 30 inch. and a fall shwa aaaat sweet graea. 33. Na campy trees shall W pl-ad! within 15 reel of a kghl pole. No pall spec,, antl W planlaa within 6 feat d a light poll. 34. Grouts cover plantings shall pmMCe nat Id. Dan 75 pe-.t coverage immaQately upon denting and 1DO percant covam0e whin 3 mmda ¢Bar planting. 35. Tree protmllon baracades shall ba povldad emund existing hors that may Na, Imp, ad by ate proposed mnaauNan. Prior to an,.""ionatree protection oatcatla inspacdm shall be mnCumed by the labds ar.1Bed,o 11' governbg municpaldy. Raferb lands., dates far tree pre.<rvalm barbatle leNd, 36. Tree NNINL,lowllon permits .at ba obtained for existing heal to be remosad or rebmlea 37. In an pedosman ereaa, en o-eea and pelma anal) be ma-ntamae io .lbw for clear pamge .,.be lana -1 clear trunk. kTM- I 39. Prapossd berms shall not axmed a 3A all. 40. All plant era W be top dressed with a minimum 3' layer of Mablaum mukb, Eucalyptus muldr ar equN. Mulch - b.l. Clendrgs. 41, All Lands. o am Nil to ba ro aNd win e,abla do Y r M1 P P span a system w Ich will d h, WO 4 meerege and Ico3i warp. al o-agalbn mm,ga and naa mnnecrgna win m purple pipe. Sch 40 PVC 42. Tttas in Lewn area are to remiva a 24' ciametr mukhsd aauar al the base of the 43. Rain wear m -,. and shall al no over..royal any waI-- or sidd - Ilk, 44. CCNfador muss Whin IanCsmpa, bigalim all tree reM,N permit. 45 Trsas.M1a1 be planbd 4 from a1 underground N.ny I'ms WrK:sn appmvea wii Do abbbed from all .11 y mmpani as Tar Ins propoed trees ib Me lanesmpe eas<znm'a prbr b 'ouibirg Me t and approve form me Toot d Gu raheam 46Land pngtobad-76'of hontaW Stiles antl4 btlbngalfire M1ytlranis ya. sunsnlne state ONE CALL of florida 8Know what's below. Vr�,�l Call before VOL z J O ILL W Q U W LL O W J lit Li U) LLI WSo U ` 0 D Z J F- m OJ J b 4J d E O E C �.O �O LQM U � lu W 3 00 W a� u �C Uv {�4 con ca V2 O� N ! Crm L_ Ox`o VOp'a ov L O Q W V a() N�zo Z O)h N 3 u),d 0- m. Lu Q r` O d� m >� U (n 7�; U m p O C :2o LOUIS ILIAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: LIV DATE: 09.08.21 SCALE: 1 "=8'-0" SHEET NO. LP-2 �� o o �� O " �� b ��A a 3 U a ) ; c z 3 1 3 �� a + U 3 ' o ��? 0 0 c n �� C 7 a ~ �� o ` �� o � Q , o O > ��' � � ? � a , W w U L O H Z c �� E 0 O v ( n w �� 3 + - � �� . O R S N O u c f , o o ��, ��. v - �� . , O . � w a , Q ) w Z C Z a w x c o O p v c n ��. ��, a . Q ) v o U t w o 0 3 6 5 0 �� w u c o O U C H �� o A w d O r r a ~ �� F " L O N . v ' �� d + D M t o O L O Q ) v j + w M b A V ) Q i w N ' i ~ - �� ' 4 v O ~ N o o , N a v N + r ' C o " �� o H a " ��, b J D c v > o 7 5 4 - 1 U ) �%c 0 i 7 5 u 0 o ~ �� 1 N 0 N v o O N A �� v �� 4 o v Q Q` O J LL. w i M 6 0 N � N s m a U c O S @ vpi N J N O �' v "Q CX Z o rn0 m c N 03 V v o m 0 d to �noi O J N U a� 0 q Z E 'o -} LL. V y . C O U >yc S a, > I'j 2 2— o to O 0 O C O sqq Z v �oou O `CS a E S c .r (D OL Q v p Q N @ X a) LL- p .� V q a4 N O p^ O O C U) p O d cn ¢ Q Q Q Q n m t 4i `1 .0 Q 0 J_ ca G hi E m E w LL Z Z LL. m �o c cc0 o rn O_ (A nF E v C z Q CD N o O c a Q d [o [0 m U U R o rn I I m d x m LL. O o Q E Eo m Q CL UD Q Q�cl o LL m 0 O ° v Q E c °' Z O O C A j d 01 Vi C O a; N o c c N O 0 pN Q Q tOQOp'o o w 0 aoi ri U U CL ILQUO CL Q a) z O Q U) D 0 Z Q Z O a U W V W n O a CY- Q a Cl. m co U O U a) 'o n v w N "0 0) c C 0 i� L 3 C O Z v A 0 ll O m Z C N cl. C fII o a U a) c n C_ n O U w O 0 0- a) 0 a) n O a a) w 0 w O a) C c6 N 0 o) o) C a) c� 3 0 T�3� a) now. O �- n a) � 0 v L 10 N C' + 00 c �- C m O a) 3 Z a) 0 'U � ►- c m U U W MU)0a- !::WF-(DU tf) (6 L U -O a) � 6) L Q C O O U 7 N U (6 O Q o 0 .0 O O �U C E U O 00 v O75 a) a 0 aa) c O 0 U L y L C o 0 E �t �t o� O CO c O O C U O O a) Q) a) N U > a) C L_ cn U3a) O � C o U) G C t6 3 a) Q o E (6 O co N O 3 m m ^ � c z > a U A 3� OLD ._Z 'D oU cc Q) .0Z (Dal C to Cl. f6 a) p Q 0 C CDN 0) a) G G L� CcE U Cl. o 0 L .. a U wn n a) n— C a) �.. p cE OU m o o E-a o >-a ^ m � a Wa) En oE om OO Q0 c6CL y M p °o O U (DE �E oa :. Q as U c L COS c6 U �4W n c = O a) OL Q Vm>- O O c n a O :�- E E m co E c6 c U LL 0c�6 �v� o aQ me 0 > , L I6 E m � n to r m L "J m y Q O G a) > m > 0£ >_ T CD 0 U zN n. n aJ O> O> O O p 0 - 0 t6 Q 15 �� N C c CD W >} a) Q a) O _ C UO O .. c UO r- - n G OL Q OQ) OO a) Q a a W � n 0 to nU) Z \ > °) N o IQ ° `J o=) aC 0O U) ° a) L o LP N O0) _ 00 c a) G o 'a • ch Q Q Q Q Q Q na) cnn i- d > > >_ > > Q (n .M. Jii SITE NOTES SEE ATTACHED SLRVEY FOR LEGAL DESCRIPTION VERIFY P12OPMTY LINE DIMENSIONS WITH SLRVEY • SEE CIVIL AM LANDSCAPE \ PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HANDSCAPE, DRAINAGE, t� POOL CONSTRUCTION AND DESIGN AND ANY OTHER SITE . 0 SPECIFIC INFORMATIOM SITE DRAINAGE BY CIVIL ENGINEER cn � P. Q�w -E- z ~ W O W O w _ Q a Ow w O p x taaw� O U � � oa tr rp v M lJi C O Of o o ED CJ F- cJ = a z Q CL � a 0 7 o d Y 2 0 to NOT FOR CONSTRUCTION Date 9/3/2021 Drawn Checked LR I MK Date I Approval - Date I Permit _ Date I Construction - Seal: AA0002340 cQ 2011 LOCATION MAP WATERVIEW LANE AREA CALCULATION IST FLOOR A/C • 3402 SO.. FT. M FLOOR A/C 824 SO. FT. TOTAL A/C 4226 SQ FT. 0OVE2E D ENTRY • 50 SQ FT. 2 CAR GARAGE • 570 50. FT, LOGGIA • 612 SQ FT. TOTAL 5457 SQ FT. SITE AREA 16560 SQ FT. TOTAL FOOTPRINT 4634 SQ FT. TOTAL SITE RATIO 2gg DATE 9/3/2021 SITE NOTES • SEE ATTACI-ED SURVEY FOR LEGAL DESCRIPTION VE21FY PROPERTY LINE DIM34SIONS WITH SURVEY • SEE CIVIL AND LANDSCAPE j PLANS FOR ANY ADDITIONAL INFORMATION REGARDING — HARDSCAPE, DRAINAGE, 10 POOL CONSTRUCTION AND DESIGN AND ANY OTI-E2 SITE SPECIFIC INFORMATION SITE DRAINAGE BY CIVIL ENGINEER \� � RUUP /ARLH (;/ALUULA I IUIV FLAT ROOF 1 173 SQ FT. FLAT ROOF 2 166 SQ FT. TOTAL RAT ROOF AREA 339 SO, FT, TOTAL ROOF AREA 5263 SQ FT. ALLOWABLE LOW SLOPE ROOF %10.00 LOW SLOPE ROOF PERCENTAGE %6A0 DATE 8/20/2021 I 2 SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 3 3D-Y REAR SETBACK 2tl 21'-10' SIDE SETBACK 16� MIN. I— OF LOT WIDTH) EAST 3T-5-1 WEST IS-2- MAXIMUMHT. 3o TO RIDGE >�•_� Tr v%/N r,F GULF STREAM 16,560 SQ.FT.I 0.360ACRES 16.560 SQ.FT. 10.360 ACRES 1ST FLOORLNING EXISTING osQ.FT DEMO psQ.Fr 3..zE .FT 9,402- o sQ.FT oso.FT ' 2ND FLOOR LNING O SQ.FT OSQ.FT 624 SQ." 824SQ.FT 1ST FLOOR COV.NED vVERHANGS a 2 112') 1) so." O SQ." 662 SQ.FT 662 SO." o so." 0 so.FT AWNINGS > 3AND SCREEN ENCLOSURE (AT 50%) osOFT -FT OSQ.FT OSQ.FT D SQ.FT D SQ." ' DSQ.FT OSQ.FT D SQ.Fr osQ.Fr x sA64S SQ.FT x . 0 SQ.FT 5,464.E SOFT 2.647 SQ.FT (LOT SIZE x 40%) 6.624 SQ.FT ACTUAL %LANDSCAPE AREA T ]Iq SQ FT cn R. ~ O W W � a W4 w a 0 U � � as OD M J C O m f cz O � U V O m w 1— OD = a) a N � Z Z Q 3 a a 0 0 c O O N N Q) Y O M O UD NOT FOR CONSTRUCTION Date 9/3/2021 Drawn) Checked LR I MK Date I Approval Date I Permit Date I Construction Seal: AA0002340 n 2011 SITE PLAN 118 = Y-0 MASTER BEDROOM xm' Cu sa x ua W.IT���R -- Q PRIVAC GARDENI� av z nr H �ap•a I.y LJ l5v P` vd I I I bbI 1 41 I I LIM LINEN ----- r---- LF -- - -- - - - - - - - - - MASTER W.I.C. I I q6' CN I ® Wc x 9-r I I II t L------ J I L--------------J I CLUB ROOM x76 04 Wa x;68 -----LZ------------°------------II----- LOGGIA voa _JI g --- C, LIM g. ------------- x7--- I JII I I / \ GREAT ROOM 76v x 23i• r STOR UNDER LIVING i i i I -- - - - - - - t-71 - - ----- ---IOQVf - ---- KITCHEI FOYERS 105. 61 avaa --- a-T x rv-f - . • ., 1W --_---- E 1 !, CO ERED ENTRY rG NK I -tea � I O OO a-s'xsd I 0;.00 -----J I I PANTRYI xre'a I 1510a x 7aI I I I I I I II I I BEDROOM 2 CART L--------- AREA CALCULATION IST FLOOR A/C * 3402 SO. FT. W FLOOR A/C 824 SO. FT. TOTAL A/C r 4228 Sa FT, COVERED ETqTRT • 50 S0. FT. 2 CAR GARAGE • 570 SG. FT. LOGGIA • 612 SO. FT. TOTAL 5457 Sa FT. SITE AREA r 16560 S0. FT. TOTAL FOOTPRINT 4634 SO. FT. TOTAL SITE RATIO 28E DATE 9A5/2021 GROUND FLOOR PLAN 1/4• a r-O' 2nd FLOOR PLAN „4' = -9 Fig i Z Revisions NOT FOR CONSTRUCTION Date 9/3/2021 Drawn) Checked LR I MK Date I Approval _ Date Permit - Date I Construction - Seal: AA0002340 © 2011 _ ROOF PLAN ". r-o J �-0 I!lAeO�E l of a+I y Y FA C4A � �� ZO'i'OBFEiGNT(1VE SAB 3�D ROOR IzaABrnE sne J� e.AVEI.�ca-rr '� 9i0 VTABOVE SOB . WFPJ l ]0�'ABOVE SAB FLOOROrE SOB IT-0'OB I] — — 35'{IOBJVEBOB W w ~ a O - MAY TOP OF Q za�F Z >�z - T 26'3'ABOW SAS COD W a N7b I2ABOVE SAB M� F�-y '' QI ✓ ,.4 a a w 12 12 �i p rti coo U IT-0'ABOVE SAB O O a w � O a w a � O 9i0 VVA801E SOH �J U ";—v SOUTH ELEVATIOI` 1W•N - MAX TOP CF 35'oAaooe ssB MAX T11. W-UPBO ESAS TOP QF 9HlkfrY 7B-0 UTABOVE SOB IO TOP OF ROOFAL 764 VTABWe SM -- EAV F iI 204A90YE S AB NOT FOR CONSTRUCTION Date 9/15/2021 Dravvnl Checked LR I MK Date I Approval _ Dale I Permit _ Date Construction Seah AA0002340 © 2011 NORTH ELEVATION 1/4• • I'-O• Jl EAVE FElair Z(TL'ABOVE BaB i� ermr r�ATl RE Id'q'ABOVE SLAB Izoomv£ sae i, EAVE I-EIcuT I(}-d'AB'f�F 4 dF A MAX TOP QE R F 33'-0'ABOVE 9-pB r^ V 1 W MAX TOP OF ROOF r6 7Q 36'fi V7ABOVE SLAB �i SAVE 2U-6 eOVE e-Pa t— 12 3 Z (TYP, ago Rod2 Iz-0'ABOVE sas O TOP OF mms Y 78'-01?ABOVE SAB J� EAVE I -Elam X7LASOVc s.ne �a.lo rtooa Iz-0'AeovE sae EAVE FElafr Iv -a IrzAB��E saB a AB EAST SIDE ELEVATION 1/4. , FO' MAX F R F 30'-0'ABOVE 5LM R 26i'ABOV RM Revisions SAVE FEIa. 17'b VlAfiOlE 3AB _ 6 RY FEAT RE 14'-0'AHOVE 9aB 2fD FLOOR EAVEVE FJEIafTR Elsaa NOT FOR CONSTRUCTION lO-d l/IABOVE sae Date 9/15/2021 D Drawn I Checked LR MK Date Approval Date Permit _ Date Construction - SLAB Seal: AA0002340 © 2011 WEST SIDE ELEVATION __ NOTE: • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED, GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 INCH = 20 FT. LEGEND A NOT _ � / A/C - AIR CONDITIONER r - ANCHOR ALUM. - ALUMINUM - AT&T BOX ® / � CONE - CONCRETE N - BACKFLOW PREVENTER COVD. - COVERED ® - CABLE BOX 71 N89'14'58"5,8.00' -' / ' �. " i /� FINISH FLOOR ELEVATION BASIN i F.F. -- FOUND ® - CATCH UT F.P.L. - FLORIDA POWER & LIGHT ® - DRAINAGE MANHOLE i . d I.R. - IRON ROD m -ELECTRIC BOX OOL SETBACK 1 / - / / _ I.R.C. -IRON ROD &CAP FIRE P.B. - PLAT BOOK HANDICAP PARKING ' �'� i/ PG. - PAGE 'z POOL. - ,o R StiBACK j / % ® - IRRIGATION CONTROL VALVE O.R.B. - OFFICIAL RECORDS BOOK n - LIGHT POLE - _ R/W -RIGHT-OF-WAY ® -MAILBOX TYP. - TYPICAL POWER O - POLE / U.E. - UTILITY EASEMENT ® - SANITARY MANHOLE 36.33' / / . z- - SIGN oa -VALVE i 10.33' ' 22. T / n �'/ / , M WATER METER - YADN 5.00' - LOGGIA / 3 r ' 34.35 LOT 1 / 3zla i LOT 3 NOTES 3 1 . i6 PROPOSED' b o ONE RESIDENCE / i 1. THIS SURVEY OR REPRODUCTIONS THEREOF O� p t-� }n FlH_FlR=8.0 ADEO) i' w ) / / in ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC p x FLOOD ZONE "x i i ) o ' (UNSHADED Co j' i N / SIGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. Z o r 5.5T 32.42' ii / 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, u / OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 4.92' 0 15.00' 17.92' 13.25 4. 0 n 18:6T, °i i / - % / /�,� / 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 22.75' ' -' .' i / ' 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE NORTH LINE OF TRACT "A', "PLACE AU FltaN�SETBacK - SOLEIL ADDITION NO. 2", PLAT BOOK --, PAGE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING N8914'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON ' IS IN ACCORD WITH THE DESCRIPTION PROVIDED p i BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. n - = ' - - 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR - ! - L - - -t - - - - - - / - - - - - - - - - - PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. B. FLOOD ZONES: "X" (SAHADED) & "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. S$91W,138,00 �� / / 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. / / N UNE/ OF TRACT "A' ELEVATION=13.25 (NAVD 1988) J12A�T A (BASIS OF BEARINGS) 10. SETBACK LINES SHOWN HEREON TAKEN FROM PLANS BY INFINITI ARCHITECTS. BWEW�1'fER - C/O �/' % DESCRIPTION i,/� i''i LOT 2, "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK PAGE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. / SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND --- - - - - RIGHTS -OF -WAY OF RECORD. -- ---,-----.--=�-T f---------- -,-ice'---- ---- �" A' i ILOT 13 �� /� CERTIFICATE: ' I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. Jeffrey R. Wagner , JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA - LB #3591 CAULFIELD & WHEELER, INC. PLACE AU SOLEIL CIVIL ENGINEERING ?LANDSCAPE ARCHITECTURE — 100ING ADDITION N 0. 2 - LOT:2] 7900 GLADES ROAD —SUITETE 100 BOCA RATON, FLORIDA 33434 PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY PERMIT SKETCH 9 2 202 DJH REVISIONS DATE BY DATE AUG 2021 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT NAVD 1988 LOT 2.dwg 9599 HT NO* 1 OF 1 SHEETS SCALE. 1" = 50' 0' 50, 100, 150' LEGEW F = CENTS M PRM = RERdAFENT RDgRE� A17'LA wr (4Y4" covarrE ARA1l.LMENT STAAGED }YAr LS353� UJ.E55' STATED OTFERW95E P.CP. - PD%iAAENT COV7R7 PONT �STAB 730- RBAO P.RP.HOYA = F[6LS UC REOCR OF PALM WA H COLN7Y SEC7KN 4/46/43 = SW77ON 4. To= 46 SOUlh{ RAAGE 43 EAST CUE - GVERAL URL/rY FASOIOJT LINE TABLE LINE NUMBER LENGTH BEARING L-1 33.75' N.00°0346 E. L-2 25.88' N.12°54'17 E. L-3 26.85' N.89°1458E. L-4 26.85' S89°1458 W. L-5 25.88' S12°54'17 W. L-6 103.65' S00°03'46 W. L-7 77.58' N.00°03'46 E. L-8 8530' N.12°54'17 E. L-9 70.19' N.00°03'46 E. L-10 0.67' N..16°4458E. / / LQ / 1P�cv ^/h Eq; SFEa ACGE: EASE ML AWD l TRA( / 8 PL A CE A U S OL EIL A DDI TION NO. BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.114) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SEV4) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 THS W67RUW3VT WAS PREPARED BY PAIR D. ENaE,, W 77E CFTROE OF 09109 RIM? & OBRIEK PR;., 955 KW. 17TH A'VUC& SUTE K-i DFLRAY 8EAq( FLORDA 33445 (56/) 276-4501 CURVE TABLE CURIAE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-1 00°33'04 20.00' 0.19' C-2 12 503 109.00, 24.43' C-3 58°0528 20.00' 20.28' C-4 192°31'37 50.00' 168.01 C-5 58°05211 20.00' 20.28' C-5 58°0528 20.00' 20.28' 1 C-7 39 50'14 50.00' 34.76' 1 C-8 58°0528 20.00' 20.28' S C-9 12°5031 75.00' 15.81' S. 2901 . C-10 59°3138 20.00' 20.78' 9 C-11 299°05'30 5300' 276.67 C-12 59°33'52 20.00' 20.79' C-13 5 °3T29 5300' 55.06' C-14 79°6'7 3.00, 73,17' S5112'03E. C-15 2145,05 53.00' 0.12' 700 4622 E. C-16 90 23' 9 53.00' 83.61' S5 17' 0 W. -17 48°1920 53.00' 44.70' N.55 2051 W. C-18 105° 9' 20.00' 36.94' N.53 31'40 E. C-19 71°1 ' 0 83.12' 103.42' S37 3622 E. 3e SET PRM L� 127.13' ' s TRACT 'B" ' AREA = 24,973 S0. F7 e CUTS Ar PAT b TROT TRACT ";4" 9" J `y ARY TRACT 'C" ti � z SPECIAL AtTp„W N O AST EA�ROLL� h r,72w z O� 17Ar LMTS Oc 34.00 TRACT K8.9°R4'S8'E GUE 520.9• T �D?£ A' <�b ACT PLATTED UTLITY DETAIL 'A " (M 5n4 PAGE & SCALE. f = 50, OR.S £327, PAGE 1128) N 0 T P L A T T E D 138.00' 1 138.00, LOT 1 e LOT 2 oIp LOT 3 6 AREA - ,560 Sd Fi. c AIEA = n560 SO.. FT. N o AREA = Ti560 Sa F7 z z rV GOE S89°14 58"W. UMIrS CF PLAT ALL LEA CS SFDWN RF)EOV ARE RELATIVE TO 71f SOUTH LPE OF TFE AK)RT}£AST IX/sWTR]? NE1/4) OF SECTION 4, TOWNSHP 46 SIX111-( RANGE EAST HAVM3 AN ASSUMED BEARWG OF NWH 58'E NOTICE.- THS PLAT, AS RECa7DED W ITS &?APHC FORK IS 77E O'TDOYAL DEFYC77ON OF 77-E _gEaUDED LAMS DESCR ED EERUN AM WLL W AID CIRCUlGTAVXS BE SL.PPLANIED W AUTIKAOTY BY ANY OTFER GRAPHC O4 DKYTAL FORM OF TFE PLAT. THDE MAY BE ADDITIONAL R£5.7RRC77a6 THAT ARE ACT RECO�DED ON THS PLAT THAT MAY BE FOUV W PE RELC RECORDS OF PALM B_ACH COUJTY, FLORVA 77E TOWN OF al f" STREAM IS PERE@Y OWTED 77E RGHT OF ACCESS FOR Y AM hWNTLNAACE PLRPOSES THS ASTRL6ENT WAS PREPARED BY PALL D. ovaE, W THE OEFK.E Or 09WN SLATER & 09WN AC, 955 N3W.H AEUTE K-1 DELRAY BEAp( FLORDA 475)�4501 PD&AAADVT FETFRETKLl R.lO DOWTS ARE SOWN TH S- O 77£RE SHALL BE NO BLLDAGS aR ANY IUD OF C0A S7ROC77ON PLACED ON WATER; SEWER O? DRAINAGE EASELEARS M STROCRMS SHALL BE PLACED W1THN A HORIZONTAL asTAACE OF D FEET FROM ANY DLISW AR PROPOSED TOWN OF GI.LF STREAM MAINTAND WATD7 SEWER OR MANAGE FAOU77ES CDZ7ROCTVN OR LAMSCAPAG LPCN WARENAACE AR MNMENAACE ACCESS EASFWNTS MUST BE IV COAFO WAACE WITH ALL BL EOAG AM Za#IG CODES AM/OR a97WANOES OF TFE TOWN OF GLAF STREAM TFERE STALL LF AD TREES OR SFRLW PLACED DV UTLRTY EASELOJTS WHCH AW FROVZDM Fa? WA M? AM SEt LASE OR WON DRAWAGE EASEMWTS LAMSCAPAG DIV ANY 07TER URLITY EASDfNTS SHALL BE ALLOWED OILY AFTER C9V5ENT LF ALL UTUTY C(XFANES OCCI.PYAG SAFE A67RLADW S OF RECORD AS SL OWN RE.FEON ARE RECORDED W RE P.(9LlC RECORDS OF PALM BEACH COUVTY, FLOfaVA LPLESS STATED OTIERWISE. LOT 4 "a LOT 5 a LOT 6 AREA = 15560 SO FT �,°� AREA = n560 S0. FT. O,P AREA = 17,375 Sa FT. C-4 L 3 --13�0 138�0'-- -��- --��- --��T-- - 93.09' c-10 C-11- C-5 '_' B WA ER COVE 809.94 K89%43B1 T R A C T A --_---- --- TRACT - - 6_ ++ ----__ ----UE -__--_-_-_--_ AREA = 4G4as so. Fr. -12 �OEmER&OF �GP AN) 809.91' K89%458E RADW PgNT - ---� CLL-CE SAC I C-7 C-8 LOT 14 S LOT 13 gQ LOT 12 S� LOT 11 os LOT f0 O LOT 8 A/EA = aa502 Sa FT -- a• I TRH G AREA = 1r560 SO.. FT. O a AREA = V,5W 50. FT N $ AREA = T560 SO. FT. O No AREA = 560 So. FT. O a M AREA = 14560 S0. FT. o OQ = $426 Sa FT. z l Y z Y z 2' P rLA47S 0'si FLAT �' v 9� ' I L "TS OF PLAT 9248138.00' 71lTY &Ak93ANf LT2' ='TY E45afw 9. W22ZP4PA-Cgtt28) ---_ / LMI5 of PLATu C r 3 N 72' TY EASEAfldT (ORB. (y� AU4DE%Y LPE O' PAT \J ti c5 OO 5Ed PAGE 932 & 0R& 3R PAGE 64) 9 O o %5 PACE 611 AVBM AUSOWL N 0 T PLATTED (FLAL--,3a--- 1 R'dfT OF W 'ram) LAGS (F FLAT (NOT WCL(.IDED) TRACT 'A" �7� PLACE AU SOLEIL LOT 9 392 ADDITION IJO 1 SN (F27 P�w� (FABBXK27P°GE69, (PLAT BOOK 3Q PAGE 64) �� 5.00, N89°1458'E N W. &C OF PACE AU SU (FAT 9" 27, PAGE 69) 515$ PAGE 924 & ORH w24 PAC[ i _ �(Jyp.yJ rv_0� 12' UMiF EASfll1=RT (ORS G327, PAGE 1128) - - - - - NOT PLATTED NOT PLATTED (NOT ACLL.XD) . UTLITY FASDIQJT (ORe 566 PACE IM & ORS 5M PAGE 67) LOT 9 1 L O T 9 0 L 0 T 89 PLACE AU SaLZ PLACE AU SaEL I PACE AU SOLEIL (FAT BONG 27, PAGE 69) (FLAT BOOR 27, PAGE 69) (FAT BOOK 27, PAGE 69) SET PRM - 5aOO' WEST LOT 7 AREA = 2..y5W Sa FT.. TRACT "D" LOT 8 AREA = 22456 SO FT. fY Ul1 a EASEIM£NT (ORS 511; PAGE 924 & ORS [i327, A - ----- SOUTFI (ICE Q`KE14O�-----SPTA"LI[ gCTUN 4146144J SaOIY WEST NOT P L A T T E D \ 0 UTLITY LASadWT ----- \ �_- (AA W27, PAGE n28) T2; URUTY EAS'F71ENT (ORS 56$ PAGE' SW &ORS 56R PAC£- QunnrcAvrrolaArw°rn.rvrmJ _ LOT 88 LOT 87 LOT 86 LOT 85 (R TBBOOOK 27 P�69) (FLAT � 2 , P�69) (FLAT PLA� 2iPAAGE 669) (�A 2CE A iPA �) ADDITIONAL SITE DATA 1 B-01 /Lot 2 SITE LOCATION GULF STREAM ARCHITECTURAL STYLE COLONIAL WEST INDIES LOT COVERAGE 5A57 / 15,580 = 32.95% PERVIOUS AREA B,368/16,560 SQ.FT-W.53% IMPERVIOUS AREA 8,192 i16,SBO SQ.FT=49.419G SETBACKS SETBACKS REQUIRED PROVIDED '138.00' FRONT SETBACK 3V3V-2' REAR SETBACK mV 21'-117 SIDE SETBACK IF' '(MIN, W%OF LOT WIDTH) 37-S EAST/15'-2'WEST T' 18-STEP STONES Wl 5'SYN IAWN SCORING, SIOE2NDFLOORSETBACK ADDTTIONALREQUIRED LIMESTONE FINISH, FINAL MEASURE REQUIRED AX MIMUM HT. 30'TORIDGE 2f'4i.5' PRIOR TO FORMING. TOWN OF GULF STREAM B-0 GROSS LOT AREA 16,5605Q.FT./0.3B0 EFFECTIVE LOT AREA 16.56050.FT./0.380 ACRES m \�®JlS�EATN CALC FARULATION EXISTING DEMO NEW NET ©® r�1' p1, - IN INITY PA SU 1ST FLOOR LMNG OSQ.FT OSQ.FT 3,40250.FT 3.4]25OFT -- ILLL rrntlT�1�� yyy m POOL CEILING OVER 15' (DOUBLE) D SQ." 0 SO." 0 SO." D SQ.FT 2ND FLOOR LIVING 0SQ." OSQFT B24 SQTT 824 SQ." 1ST FLOOR COVERED ;PORCHES. OVERHANGS> 21/2'T 0 SOFT 3 SOFT 662 SOFT 662 SQ." POOL PATIO 2N0 FLOOR COVERED 'SOFT OSQ.FT 0SQ.FT 'so, AWNINGS>3'AND SCREEN m�v ENCLOSURE (AT 50%) OSQ.FT OSQ.FT 0SQ.FT 0So." GARAGE 0SQ.FT 0SO." 570 SQ.FT 570 SOFT LfYdiA OUTBUILDING 0so. FT cSa- 0SOFT OsQ.FT FLOOR AREA - PROPOSED DSo." aSQI 5457SQTT 5,457 ED FT ® _; 3 .. .... Y NRST20,000X.33 5,a6/.850Fi OVER 20,13m,.0 OSOFT R LS ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION TOTAL ALLOWABLE FAR PER MANUAL 5 484 S SO.FT TOTAL HAROSCAPE AREA 2647 SOFT 2 911 SQ.FT C REWIRED LANDSCAPEAREA 6,624 SQ.FT (LOT SIZE x 40%) ACTUAL % LANDSCAPE AREA 7,790 SOFT 8 368 SOFT LAYOUT & MATERIALS PLAN SCALE: 1 "=8'-0" NDRrH a,z�„• 0 8' 16' 32' ATE AND 4' HIGH BRONZE COLOR DE CAMEL 4'x8'r2 3/8' PAVERS PATTERNW/AN SOLDIER 3N CGMPACTED SAND BASE z Q u W ¢ U) L'J O'^ Q w'^ vJ U LL L` V CI\ Wm ML\\.A ' ' I ` �` O W :E O MD N W O Y � E^ N c Wss�LLo°� U'�t� nv CC uv Hc A-'0L—tN.CO CmL�N Lt;� L) v�1 P Z ON r ���Ohrc`O W m�t� Q Front V Qp�c U v Q_aQv yo cn u& � � u D O J � N LW IS ILIAS VLAHOS UNDSCAPE ARCHITEC LA #6666677 LC #2600D319 REV. NO. DATE N LANDSCAPE REQUIREMENTS LOT 2 SINGLE FAMILY TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 16560 SF (100%) B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 8192 SF (49.47%) C. TOTAL PERVIOUS AREA PROVIDED (A-B) 8368 SF (50.53%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED (Cx20) 1674 SF E. AREA OF SHRUBS AND GROUND COVER PROVIDED 2200+BE F. NATIVE VEGETATION REQUIRED (Dx25) 418 SF G. NATIVE VEGETATION PROVIDED 430+SF H. TOTAL TREES EXISTING ON SITE O TREES 1. TOTAL TREES REQUIRED (A 125OD-H) 7TREES J. TOTAL TREES PROVIDED 20TREES K. TOTAL NATIVE TREES REQUIRED (H+I x.50) 4 TREES L. TOTAL NATIVE TREES PROVIDED 11 TREES PLANT LIST LOT 2-MODEL I SINGLE FAMILY CITY OF DELRAY BEACH. FL KEY QUANT. PLANT NAME REMARKS TREES PALMS PROPOSED QV 2 Quercus Virginlana/ Live Oak 16'OA, TCT, 4-CAL, full (native) CE 6 Conocarpus Ersctus/ green Buttonwood 14'OA, GCT, 3"CAL, STD, full (native) GUM 1 Bursars Simamba,Gumbo Limbo 14'OA, VCT, 3'CAL, STD, full (native) CD 2 Coccdoba DiversifoliarPidgeon Plum 14'0& VCT, 3'CAL, STD, full (native) LIG 5 Ligustrom Lucidum/Ligustrum Tree 8'AB'OA, multi, full (drought) CNN 3 Cocos Nuc. MalayaniMalayan Gm Coconut 14-160A, 7-8W11. 12'CAL, w/ curve, full (very FP1 3 Wodyetia Bifurcata/Foxtail Palm 12'CT, 16-18'OA, 8'CAL, full (drought) AD3 1 Veftchia Menillit/Adonkhe Palm 12'OA, TRPL, full (drought) BIS 1 Bamarckla NobilislBismark Palm 7WD, 150A, full (very drought) FIS 5 Caryota Mitisf Fishtail Palm 16'OA, multi, full (drought) ACCENTS PR3 1 Phoenix Rcebellenii/Pygmy Date Palm 8-70'OA, TRPL, full (drought) JUS 4 Juniper Spartan/ Spartan Juniper 5'OA, full to ground (drought) TOB 20 flex Crenata Topiaryfl"oply Ball Holy ati 30"OA, full (nve) YUE 2 Yucca Elephantipes/Spineless Yucca 5'OA, 3-4 trunk, full (very drought) AGA 8 Agave AngustifoliaNanegated Agave 30' CA, full (very drought) CAL 5 Callathea ZebdnatZebrd Callathea 3 GAL, 24'OA. 30'OC, full SHRUBS & GROUNDCOVERS CL4 109 Clusea GuOifera/Small Leaf Clusea 4-5'OA, 30"OC, full (native) PO4 87 Padecerp- MakVMaki Yew 7GAL, 3.4'OA, TOC, full (very drought) PIT 44 Pitu sporum Tobim/Green Pittosporum 3 GAL. 24' OA, 24' OC, full (drought) PS 3 Philodendron SellourniSplit Leat Philodend 3 GAL. 24' CA. 24' OC, full (drought) SOI 16 Dracaena Refiexa/Song of India 3 GAL, 24' OA, 24' CC, full (dmught) CRO 2 Codlaeum Stoplight/Croton Stoplight Yellow 7GAL, 36'OA, full (drought) BEG 52 Begonia Angel Wing White 3 GAL, 24' CA, 24" OC, full (nor drought) PP 117 POdowrpus Pnngles/Dwad Podocarpus 3 GAL, 14' OA, 20' OC, full (drought) FGI 206 Ficus Microcarpa Gm island/ Gm Island Fic 3 GAL, 14' CA, 20' OC, full (drought) JM 227 Tmchylosperma Jas Minima/Jasmine Minimal GAL, 8' CA, 10" OC, full (drought) SOD as required St Augustine Palmetto SQ FT, full NOTE Native, very drought and drought lolerent plants indicated per Xeriscape Rant Guide II GENERAL PLANTING NOTES 1. All planting notes to be Florida #1 grade or better as stated in'grades and standards for nursery plants' part I and part II (2007), State of Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradicated from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting beds to receive three (3) inches of maleluca, recycled bark or other mulch, type'B", or better. (no cypress mulch) 6. All planting areas must be rtdgated to provide (100% coverage 6 100% overlap) by an automatic irrigation wMater sensor system installed by certified irrigation contractor. 7. Sod and irrigation will be provided within all the unpaved areas including the R.O.W. 8. All mechanical equipment must De screened on three sides wla hedge, solid fence or wall to a height minimum 6" above the Item. 9. All underground utilities should be located 48 hours prior to commencement of landscape construction. The Landscape and/or Irrigation contractor is responsible to call toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10, The geneml contractor is responsible for rough grade within tw three (2-3) inches of final grade. 11. In case of discrepancies, the landscape plan lakes precedence over the plant list. 12, All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 150. separates all trees from pole lights and overhead utility lines. 15. Within all site triangles there shall be unobstructed visibility within 2.5' and T above pavement level. 16. Any trees and shrubs within water, sewer or drainage easements shall Conform to City of Delray Beach Standard LD 1.1 8 LD 1.2. 17. No plantings shall be planted over ex6ltration trenches. NDRTH ARaaw f\ � ino 111EM SITE LANDSCAPE PLAN SCALE: 1 "-8'-0" 65- CL4, BUFFER HEDGE 26- PIT 4- CE, 14'0A, BUFFER TREES. 44- CL4, BUFFER HEDGE 4SELFCLOSING GATE AND 4' HIGH ALUMINUM FENCE, 8RONZE COLOR 1-GUM, 16'OA 3- FIS, 16'OA 2- QV, 16'OA, STREETSCAPE TREE 0 DO NOT CUT LEADER PRUNE DAMAGED OR DEAD �vU 00 //,t�r� 000 ](�A OIOo OP ANTNGA50RECTED SEE NOTE 0 p0 (((���}}}(((r11/// fl. VO BYTHE LANDSCAPE ARCHITECT 00 R �0 DOUBLE STRAND412GAUGE WIRE O WITH3d'BRUBBERHOSE. $/�`�'1','''��� V00 Gg OdC d �0 p 00 0 MI.IrDEEP (�, WWW� 3 PER TREE AT EQUAL SPACING, 00 SEE SPECS.) q� ( "YLO �rylT}NnUQ O'0 odOggOD cV UQ V QQ 1C'U'V MULCH. T DEEP 0 BACKFILL MIX AS SPECIFIED 3' BASIN FOR WATERING. � E%ISTNG SOIL 1Q1 FLUORESCENT BOA ORANGE MARKER 'SET TRUNK FLAIR OR TOP ROOT I S� ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 113 FROM BASE OF TRUNK/BALL TRIM 113 FROM CROWN. WIRE BASKETS REMOVE to FROM TOP QF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2W'x2' STAKE. TOP TO BE 2` MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. NOTE: SET FOOTBALL ON UNDISTURBED SOIL. DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITH INTERFERING WITH GROWTH OF ADJACENT P MATERIALS DISTANCE TO CENTERLINE 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR MALL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT TREES AND 12 MONTHS FOR PAWS OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 211 cal. and over PLANTING DETAIL ,jJJ1' 0 0 r11l�f f� 080ON2I qp, b ���1���DB��j 03 ��U 8 ! PROTECT TREE WITH ]'d'0 DBL STRAND N0.12 GALVANIZED RUBBER HOSE GUY WIRE (MIN. 3 PERTREE) RED FLAGGING TAPE ON BRACE 0 3' DEEP LAYER OF APPROVED MULCH PLANT MATERIAL SHALL NOT BE 3' DEEP LAYER OF PRUNED PRIOR TO INSTALLATION APPROVED MULCH 0 0 AFTER PLANTS HAVE BEEN INSTALLED, BACKFILL WITH PLANTING 601E �OJ EACH PLANT SHALL BE PRUNED U Op FOR UNIFORMITY. 2'%4•Xa'-0`STAKES 0 BACKFILL WITH PLANTING 601E 0 SET'TRUNK FLAIR OR TOP ROOT V-1-ABOVE n PER TREE) SOIL BERM FOR WATERING BASIN SURROUNDING FINISH GRADE SOIL BERM FOR STAKES TO BE 'a' BELOW PR IN EXISTING - MATERIALGRVJNUN.AROR L FIL MATERIAL T _I I _ WATERING BASIN 6UBGRADE EXISTING GRACE EXISTING GRADE - UNEXCAVATED 2. ROOTI&ALJ. SIZE FOR SUPPORT 'SET TRUNK FLAIR OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 10 FROM BASE OF TRUNKBALL •TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM In FROM CROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS IMF OMTOP OF BALL AND ALL SYNTHETIC BURIAP TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL 'SET TRUNK FLAIR OR TOP ROOT 8-2' ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP In FROM BASE OF TRUNK/BALL TRIM In FROM CROWN. WIRE BASKETS REMOVE 1n FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PAWS x.� TOE FAIL BRACE TO 2'x4'WOOD BATTEN RED FLAGGING TAPE /�1rry ON BRACE METAL STRAPS SECURING n TOTAL) 216•x12-WOODBATTENS MIN 5 LAYERS BURLAP DRIPLINE 3' DEEP LAYER OF APPROVED MULCH NO STORAGE BACKFILL WITH PLANTING SOIL \ NO DP LINE BARRICADE OF ORANGE SOIL BERM TO HOLD WATER ENCROACHMENT TENSOR' HIGH VISIBILITY 4 MESH 4' HIGH FENCE 2x2':a' WOOD STAKE AT DRIP LINE FENCE SUPPORTS SPACED S APART GRANULAR FILL 2`xa'z12' FOOT PAD FOR MATERIAL OR - ABA RRIER SHALLBE INSTALLED AROUND THE TREES W ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SCIL CONDITIONS SUCH AS SAND, BURIED EXISTING GRADE THE BARRIER SHALL EXTEND TO THE DRIPLINE. - THE SOIL WITHIN THE DRIRINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT. BELOW GRADE "EXCAVATED FOR UPP, - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER G PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FLAIR OR TOP ROOT V-r ABOVE SURROUNDING FINISH GRADE, 0 0 UNTIE BURLAP In FROM BASE OF TRUNIKINALL \ Q TRIM 113 FROM CROWN. WIRE BASKETS REMOVE ((LLrrss 1n FROM TOP OF BALL AND ALL SYNTHETIC BURLAP _ Q (IrUu,(IEREMOVED COMPLETELY GGo � 800 CQP�rlrvsOO((yyyyYY11 DD 8 PROTECT TREE WITH 3i4"O DBI. STRAND NO 12 �1 ' RUBBER NOSE PER GUY WIPE MIN.JPEft TREE �U 3'DEEP LAYER OF RED FLAGGING TAP 0 AP PROVED MULCH ON BRACE BACKFILL WITH PLANTING SOIL (fat MIFS @lOh SOIL BERM FOR WATERING BASIN 2T14'%8'-0' STAKE _ STAKES IT BE 18° BELOW PIT IN EXISTING GRANULAR FILL MATERIAL OR FA � F1C) _ aaa4 O "RUDE EXISTING GRADE NOTES: UNEXCAVATED NOTES FOR SUPPORT 9" BALL 9" ALL KKpT BNaiJlz NIal1 E f' 11NY ITKY ALL U0' FAaURS 1 W n N a L a� a 1dIe�xM raoa xu ary Tdrnncs •PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT Ill 'TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR m OAC F Ib RWr BMIIX IS ITT ESURFACE AND 2 TIMES THE D WAFTER OF RpOT BALL TREES AND 12 MONTHS FOR PALMS s POoi .4 gL Lamont y- p® ,wppwp 1$ AT THE eOTTOrADEPTH PER CITY REQUIREMENTS N, 1,a IWAUL W ANN �� Fy�� ' �A � �'� x � F'�s 4 aG NmT eaa®1a >M1L s NaNTA11m H amamaK� cant Na,FamMaaa SMALL TREE (2 cal. and under) PLANTING DETAIL TYPICAL TREE WITH ROOT BARRIER LID1.1 TYPICAL TREE WITHOUT ROOT BARRIER LD 12 GENERAL NOTES: 1. PLANT MATERIAL. - 1 1 F 1 r INNI., azesm511shdd by'Gadm ea Smaaas rm Matey Plank• W Me smm It FbM, Dep.N of Agmmawa. 2. All..a. sNUDs ant gmu -Ya Mall De 0 Na, A- as spear In Ina -1 UW G (2ueNRies h_led m tM tla %aril Ud are for adimanrp promoted. Contrector Mall vardy ell gwn111es. MukA, tap, 1, ferGAx«, etc. anell be IrwluaM in tfn and mat of Me doors 4. wI a Mere III a dbF rY, either b quantiNea, plant romez, sDm «apeI-ms 1DDie Mal, or pmnl lid, me pal, rakes preuaance. 5. All pill Cads ant natar tXNN s farflees mall De mveretl witsa Tminimum ilpHd Aremaam ,q,aDr-oWk mpbh 9raaa Wor saner. B TM Pmn6ag Plan anal) be inaralletl in c 1al, a wim all axk6ng Cily mass end applkable deed resaabns. T. SOD: AN areas rat used I« mdaiags ♦ehI-1 uae arem, walks or planting bad, stall be greaaea. GraaMg anal eaeM m any a0unmg y. SaX pavement eage.M ro na mean All.neT day abating canal, rake A w abnar Sod lobe l Mat • weed hea. Allareasmarke0Rawn'P be S:..tal. na•FbmahalleI sad 1ti Dry Ra- Iarea shall bB "Bp1k Grass' / 9esmlum Notatum'. All antl eM1all De xt bust tight and even along panuag cad,. land,mpe mrbacmr is rcspomkla far prawdirg tMir cam sgmre foot ge mkeena eM Reld yerifla;bn m praaae 1rox am myerege d an area, sab5inea B. PLANTING SOIL' NI boas era anNm s1a0 be pmnmd wIH a minlmdm of 12' mWOII aroma era eereWn th roaMall. Minimum topmil Aell ee 5'Ierglecrtic vet areas, 4" mr seetle0 aam arem aria r I« sodded emaz areas. 9. PlanHg soil b be a waetl-nee rtNaure of 50 % ant, 40 %muck, antl 10 %Caatlim peal. AN pent namrial m remwa p!endns sou -pa-al.. pkabnp silo beddal rot aA «hooded saadil BMd(mizetlwVM1 exidlm mnfreedmG eM tleOh BougahWmasbeclasM bate k%ad to Conlrador k rmpotwble for eelerm all Wilily locations are m tarlm facdides so mnnml. al damage mat m axkNN Wg4ms «InfprI,Na. sa wby C« 1,Y Aa. Da repakaa at nD atleiNmd ro Ma Dwaar. 11.Conlroclor:o npNN'SumNrle all-BOD4iBd09T I4B)frours priormdgginp (« «aerpmuna'ulil4y bathos. 12 CmtrxtorshaN be Tmporalda for p,NKNB flea g1dI,,g of ell assmletaa pl-, g arem. 13. ARer Wool grade aria m be ay Off-Ae. M 1, aaDln antl a1 rack ale /oreign imganic materials remDyed am dlspUaea III propady ill 14. All pooling halm m A heM dug ramp where ma Mina dug hdaz wit rat aave , aFad «damaBa Wanks or Lade ode 8). 15. No pmngilg d ant trea «palm will ea amepled. A prank W be pleated W Wnk Adr pr sadzmmdtD %abwa gr fiat C., regwrmrmm). t6 Cbnbeaor anaN &eke 8 guy tll tram ant palms al f.mo d pern;N m par Me appr ,IIIa detail. Conlr a raspmalDk f« Me malydenance andb mpdr of all alaxmg end g'.,6N EmN warranty Me 17 AN pa. 'relent. --mg Ims Men 11 Nat (Intl.iN mrbs) due b Wining radl regaremeat, anan nays ram homers lmWIW agdnal the TUN penmat«o11Ne Ia-All Nrremck slaty m exaymea tram kmne4 b e tlspn or znn teal aria eaanlma w1m Ha apedfled panthgrntx. 18 F-11-for gmu dram AWI M NPK 16+8 ®12.S NW1 C00 a C or SaS ItIal . Nitrogen 50 %sbw release farm 8 brtaiur at hams secondary mieonrNients 19 SUBSTITUTIONS AND CHANGES. AL subsntWOns and cM1eNas anan be approved h canting prbr to Mdalklbn. Anyapancros Dantean pram, den and apwin®nuns -1 be bmugN b m,rreemm aNe of me acnlled,ae owner ma Tta 1-of G,,ft . 20. WATERING: Apr plant rtal«kl sM1aH Da wdoretl in al Ime ar panting In amaana wits ,,1aW mmerypraaaes. haaainm, cpntrxl«w,a omenm watentg dp.m mammal anal mbsmnikl wmplelion era az neetlad Hereafter for a pedoa ol2 ImMAa. 21. EXISTING MATERIAL: AI easnN matwial sooty to brought b anent dry mate smraaraa. ell .1adrrg Wedges mud Ne mnanuom m required. M DRAINAGE EASEMENT: Watson approval mml be obtained nom bcal wakr management wHd poor b paraN witldn Ore as rage easavnent 23. All new plant matarml ..It be gw.-. for 1 Year n«n 11- of foal a«epfance d prgecl. Any P.M m lal aW m a taanhy Ill m filbnv m Ipl-by as Cmbadcr atmaddiLorol entrants Owwr wNhh to days ofnWNanon. Fa all re gkrIardp,mmateri aMw .tytypenoa anal f pWtwWa,*Wmr he da aysbayand Vra onghal warranty periatl. Wemenly k nuA ant vdd f« Dlent nlaknal wlvcn k damaged v arcs as a resw pf "ads pf coc anima ro pan, traa:a. Ngnmr:rg, aulomubim mma3e, ant cants exaeaing>s awn m derided er a,e rwaml taamre eentar. All urea mW jean «are bben we, amaa wired xaa Man Ts mpn, win DareTaal era erema My Ha radramr at m aaamorel mat m MWe ownD.. 2d. Type 9' curing ant caked sbpa alvil ee prwitlatl k tlw V U A. Ralar to P M antl dreiro3e aemi Me far damN of typeVmA rail caned stop. 2s. Tie mcceasrpl DMtlar snag lumkn ro u1e owe' a Unu prom erezxaown f« eA maledek. TM1a Owner may, a[ Ira tlk«etbn, atld oraelde Imm Oro materials udvirg He unit Drica Dreakapan subrpllee. 26. Na plant material w0 be aaeped slwwlN whence of able, Mah mocks, equipment tare, or amarvdse darreged. ?7. Plant mammal wlil rot be eo:epfed when tl1e baA d eertn surrmM rig bs rock nos peen «apkaa. brekm or oHanyke eamagaa. 28, Rod -pone all treaz A minlmum or (8) weeks prbr b pladlN 29. Trm grelm Mall be X,Mi..ea b meat in the miler al ve u ant lave uaform sadng taunt gpkiaa edges p..- 1-11 greens callers IMiadaa m Para N- aria I-IN4 wits urtoundhg spavement end-. msmll smal style /tame, in random fluM ant mvalea okra prrwnahg paviN edam, maml.In nuM.ne Iwekd at en 5maa. 30. All kndsapea aNm wB De Mgatad by m UrXlaMreund, -,,al al m f,aa Inch ryakm providrg 100 %mvaraga ant 100 %spay wMap. Tha cyatan atoll be mainbnetl in goon worxing orderaM tlealgnea ro mblmize wW,r on knpervlous xrvkea era rot overspray 'waa:rays. A rein sent« device shall Oe immlled b werdde He 1gga4on gild of Me system whoa adequam rdmmff rim amlmae. 31. Hlal, metarkl anon ba pin spud ro rib haghl d JI dumpdars, traralmrers, rtachantal equipment era oMergrouM IrmsfaM.ng 14Bry equipment «encbares 32 An Pam mammal Pill wan. Ha dglY -ma Hengk areas laae pm„ "I Pmvida nO la a NlNy It a tale ml level batwwn 3o Ir aria 6 reel a ad)aran; abeal greens. 33. Ne campy trees a11atl ea panletl wkNn 15 mH of a IgN pate. No pain 511ecks sneN De pmnma aiMh s teat d a rent prom. 3a. GrpuM cpver plannnga shall Provos rat less Van ]5 permnt mveage immadamly upon pmnarg antl tea percent mvarega waM1in 3 monde aRer panting. 35. Trm pmtmibn DenlFades droll Da p'wMea emuM exktlrg bees Hd may be Impeded M na p.opmetl mmatMbn. Prbr to ern" mmauabn a wa prokctlon 5ardoaa Irapactm tleml Rsf ahaDa mnal IIIM tby He mra,ap I eralaed, owner «povernhg munidpanry. er b lantlsape ree preu«aLm Wrt'utle remirg. 36. Tree re l' al-nan parmlm mUd ba abmmed mr axk6N bees I. ba II.- « lanceted 31. In en peammen erase, en bees aria palm, elan x aainmmed ro elbw Ipr deer pmaga at an a lent dearimnk. 36. Qpal shown m a1a plant iiyt mks premdenm war ant dis«epancks Delwaen Me pan, and III wad nW 39. Proposed Dorms Mall rent exceed a 3.1 sbpa. 4D. AN plats are ro be top &, aetl wits a mmimum T layer p M,lat- muldt E-1,,ptus mu1M IY ... Mukh 18• tal pantlrgs. 11. An L -;X, I- ere ro W p 'dad vats a -al, spmaer system wMM will provide 1Docwa %rege ant t00 % overmp. NI IrrlgaDm Mnngs aria M1ead mmeclbns adll M pumk ppe, BM 40 PVc 42. Treed In Lawn era are b receive a 24-Gensler mukhetl saucer 1 Me Deu of He bunk. 43. Rain sembr is IaMa ant shall De m I— spray m any walkways or zxlawaks. M. Corltrador must o5min knasapa, irrigatbn and a. removd pamN.. 45. Traaz- De pmnled 4'rmm as und«grouM utilty fires . Wdam apprevetl N ba ddahea Iran uN.1,Dompedm bare pmpo,M bees In tlw mndsape ease-prbr to bu r,, parmn aria approval nom Ma Tpwn d Gudalram. 46. tandaapNIg to De dearT-6• of hoot eM dads ant 4' -1,,N all fire hyarenls, typ. sunshine statell ONE CALL' of florida g�Know what's below. Call before VOL z J OLL W a \1U / N LvL O 11 12- IvWa.. v c/ V/ CL W Q o U W ` 0 S N Z D z coW O J m Y � CIO E d U E NC &U a1v m c TOE am SfCp WD o 3 W LJ`- r n u CC O< FJ ii 8 0 C-mom 7 O C%} C m 0 'yi VO O n a V <'to ^ � Ol�rym3 W f26t o aoE-L ` Ur v fElQ ^2Qm O U u G ) O J DD m LOUIS WAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: LIV DATE: 09.08.21 SCALE: NTS SHEET NO. LP-2 �� 0 �� v o �� o z b l o �� L O w " - + D O ��r 4 - 1 ' c L 2 O L r ) a �� w o �� �� w v x 1 4 S w w r �� v b A L O w v r v " �� ' t s m o t + 0 - 4 0 - 4 u l l �� u o �� 0 0 0 0 0 0 0 0 0 0 0 . . c n c n u ) U ' ) c n roc EBoa � V C,C c~�d 30 C z,- -8 N N C in c m aoo Q ro C.9A q � �m •A N N c ,•, cn n. O C O` c°av o p a3us roc d c n.�E°u O p O N m .' y O N ►O. ro C ta. 1 ro O d N E 10 C P 0 N ro di N3 N N O d a.ii Ln N N E m aE O .4) `O O N -c j �Q as M a a a N co Q Q Q �O— o c �° o c u! d N 0°i� v v Z > ^C mom°t mU y 0 -C M:3 � 0 O It Q ro Z -• v C q 0 r4 01 O C ) a� pl, cc o OL y oW O U Q O E 3 , 0 m O Ll 0 of 0- E ._. c La0 a0CL ° o w cc N N X 0) LL O q (6 .0 W co � ti U m N Y CO CDQ O y0. O V U (n p O C to Q ui O I 7, v .0 Q O 00 on ca t3 U U m LL N U n M U c OCO d N � ci R CL Q C: EU CL O N p,000 N ro a 0 0 0 N M Q 0 Q E 0 LL N 0 a a a 1 �� a ) Z 0 a Z a Z 0 I L U N W F U W i 0 w I L Q ' a a C , a c a x L u c l - ' 0 ��I ' O 0 3 0 a F I N 0 S L A Q ' O a ) o ^ m o c o C Z C D �� U 0 a N U } Z . 0 c l - Q �� a ) a ) E y v O �� y L o o ^ - - o E o ( D m O " - c a ) a T . 0 c v o E C C D 0 O U L C O - 0 _ Q ) . �� N c 6 } 0 0 � 0 = E E > > o r O N O O C } c U y C O a m o c n C N o N } c p - C O 0 g 0 �� a a o c m 0 E O a ) v O U 0 C N � a ) a c E O O a ) C �� C N o E N - t c m o a i 6 c n - C 0 T c O O 3 w a ) U C = t A _ c o y ( 0 } m " Z . o " a ) N a ) } N c o C O E a O a ) ` O 0 O N c 0 U E a ) a a a ) Q t o ..Y ANGLO CRIBBEAN MODEL 2A Project•be 99 0 �7 '4t? -4 Q �. • N`h~ S .�R;/b qf'',' C--' -✓/ r�.�' i p r�a �/ Lid �a �y�' n Il� l i� \3 �- ,� ,� Emma �gj / 7'� . 1 !{ 0 IK::� �� I OD M M lkl H 4 0 'L 0 m o Vi _ co d 5 N = U Of Q � Z Q Z 3 � 0 a o 0 0 N C N Y O GENE.RALcoNOTES OTEoS CONSULTANTS DESIGN SPECIFICATIONS o aBA i aaniaEwucoocwNAre Au ne waac Au ne Tas °g ea � T CONTACT 1WO12MATIONORIDA BUILDING CODE 2014 f ASCE 7-I0 _ O � > aaose swl vsaFr Au. aATBrsors Aro axalTlDlD Ar JM sire PmoR To srARR.D AwBTfULfS�GbeLOTFN AINT tRRMSNOM651WS wNOT SOME MAWNOS Etanwe PeaAT ARw-6HALL rum Lv ro Pau woa�Na _ To FwALIs A Rl�ol.se Arvr wMz AAD NOTFY AROaEOT w WaTNR IAwmIATELr M Tle 6LLDHt swl axcQtrowmrARwrtecrrAoanarvut. NaRMATIw IS aarrlm To rs09veA To ADRTTaNaL ReaLGTra In^om,TnnoN n-E Tctos LAran sarm W TRs s� is soeunnc w rvATL,� wv�vaE. ne smomlrvo 6man,� Lws ®+r.Fs� Lraa. ne As3wr.rla+rw.r ne PaAnwc LWrFt1�.MS�g3✓ wWAV.Es^Mr-smlCnaxs0's COMPANY< FARID ABUGATTAS _ Revisions 4 6H.PT MN THa£tlI WPIE60P SKY NAwW5 A6 i£aRBISaOW. > hESE RN+a A9 NAYN AID N01®. Oa.RY W1TI tIE9M116 EwY80FE ETHi6T Qlia3�B.T30P nE M1RtIOA I.pL>SQC•6TWCOONIRAOTOftBWII.�PPAtJM Wll11 n-E cora+nrD wLe.n lrs BVIRETT.Aro Eon rvaccamwN�wmT aLl PmvDlasc THs woe Waco Mqr Nor EE �EaFDNLr Alucs,®WTTe TuvNSAb raTEs r.®FNup1`r 616ID AAD �/a®HEr�TFt65 LRAww66 FL6i�98wTi®TO rHt56F(£FOR aEVIev FRNp TO PIXFIrvG (F FQMAnIX1 f5�6H.8lAL NOIE�i 2 ROOF SEAnU469WL�Nl3S IXiHx OR RTV )OD APA E%lEfdCFP O¢hE OO IRAOC-6TOUID Phi MNiFAORIffi fr^OCARBUAIILYJEPAT4IID OVHi ROOF nasgs FealaLAR TO RODE HZAM NCEPAta B.D.lorvls srAa�sfAn+NeswL�NARLn wmTfia BVG NEER PHONE- 95d 667-7803 EMAIL- FARIDRPRO,ECTCLASSIC.COM wro SP®-V Un ITO MiI VASOIS2 Mil a T>E etaLDat R ffi+vtE ne Rlatr ro aeGnTule Ina.S w.•w naF-�It To f£ 6a1At aR BEnet Tww ITa6 WPCP� ory nr atAwwcb WlTnwr Arvr wlort rvonce rB.s WTOT vAeT aesrnuT®REaIRE APPRwx m TIE tTlanNe oFFIaAL WLL EE saarTm To TTE aAaNa oFaaAl ], a%OBt IS Re m L M ITONGRICRRK A@.�fi aR1ING CawsRA.COW ATD6Ea1m1F te 6WaRwACcsPO m6a� E e oc o /anACM 6aroAm Tm CAL aorta Jl ! Re=3e ro ARaaTeenuAL RON PLAN NAw w FOR ALL Roots vxaTs TE 6F/+AI leaara sI� Aro REvsoRcwa a> iS£T.wRAaP'JaRANSA1M1D PAIxP3-T1'0-R9EJC0T0m0 NmL wraRfONQOtnAPpTE CALWL MFP a44wG->lS ASANILr COMPANY- kFORTANLE FACTOR- LO.. kL LOADS EASED W ZONE 3 MreA 9v. OWProBPotTw roDtWOse`AMMTO TFE6TardAlClfR.BAt.A W WPDOTv AID DON^ 9wl �' CAIIT®Ata WE'gTlet fiRtFP®. WP•Ww lM5 SNL. aSiAT LAffiS 9gYlN8 CCAFtiIML! WI1H CIROAMCETNCTMtl SINIEPi3TI 9aWe LF 6SATLRVLOq-TDLRIDPL GAP RDFISa6e �PNANsCC1E6 aRrDtlCaearLoT PReOaIRlPeffiD .OsPalReOOK 9RAAaAA PHONE, WLEGa20K CATEGORY II RORIOA 6rAR B.C4.BY LAM %IIQ! II. CLL PIkl�aA39. alit 6.g4,A^DT;A55 aaX6WTll tie INSTALL®TO VAn6 qW RO YND bAD. ]. NL RAT ROOD NSA6 bVd1 WIPE P MN 20FE OP I/P PE3i FOof. axEcrars rarA.Tm ARE AwAu" REaTRETLBvIs Aro ARe saccr ro Fna. rEv w Lrw woP rRL� slop A 9.BMfTRi�tl-COP�6 oP TLC Tg66 LATOlR TO AC6iiECi FOR NT'ROVN. NAwwcs sLa•TTu ro ARatTEcls Dlrz�. EMAIU INTERNAL. FARE COEFFICIENT H JB ENCLOSED)C1ENCLOSED)wl z �A seMIT,Wo m LAP s o= s,w NAWw s AID elsP�wD la TR.l65ES TOE¢ aSZTI� TO CARtT' LOADS m ATTIO PRl'S ouaLAnaa slam ALA P�qm 6r A RNOA 1:=clfila:b e.olN$t cf nEst I1p' ALLw'Tw6s tr cP�twc LwIDn, PSR sNal,$,INm COMPANY - OW I W' RFT P�E)JES BAD ON ATRB-IO PS-' AAD LY6®l-ME[115 EaI#BJT. rRLG6 ORAWwC3 10. HOVILE aOlneo ORL AT eCATANS Pots OP EAOT 6PDBe 1TA.6a aIL a COo lI LOCATRS PRIM To FA3 MO AID Ma l W a e11 LFLFTS E RSACi1WS M E%CBS m 3wCm Swl to NDT®WAIL 6l8ATTAl3 As fSalw� FOR DEB." rO wMir IJ 6ALVM1ffil RASTN'O PMVw1eYS alA1 a 16 MN a4lCL t� WALL C IIRU OF LwAL 6018Sarv0 A6auCY PHONE: O PSF USEDFOR DEAD LOAD INCA.OLLATNG NET LFLFr P769.R6 I! al llneaM LOAD ITEARiv6 PARnnaNs io � arslulcl® vnTu �Aw�c av' TDP Aw Eorrw 6.w+snn. AS Pit wLe ALA As oerAE�, I! COVaICR �T N" F�aL�OW STAOAf S TTPa MM MRDAR VDO P9 Aa SS AVo Pa 3a ALL LAM C MgSOMT WMK SWL tr w PwaIDA'N2 IA CALVAfaeo MP mR awl a 76 MN 6gIR � WALL SECnWI la TLE Ta66 MaraFAcnpsi l6 RFs olslae ANRMt To LAG m.vN6 LeaAa vnTu trace ALA T0.5s 6oTTW cpaD trppng 16 All R�MI DEQIVLUV�E ACCBAN6 TOTTLOE ARPai6CIlR 4.1 GLEANING,• a ^ A WVOOw EMAIL C I OCCLPANGY O.ASFICAM1N-R3 / TYPE V CCtSPICEW ABBREVIATIONS SHEET INDEX D. MMA w„ o� RerFMaID awl a.A66 W NAPM aA�1�-J,a-/ �AR� AID ., I� PMi.®/ wrv�,E 6�DW arA.D�z W / Ia PeI :ID SI�MCSN£ 60WTiO,000L _ ANa A i9. C SAR u616 6W1LL CDIF-0IdA TO AGL9 TV.ILNL m 3iMDNO FLACIIM FM OETALINR D wNRCTE 61FVOnf1e3'.IgOL 31a4 COYIRAC®OF i0 R�ORf TO -a �Dr.� aa®IAn3r. wTgC1C 9Enll9 DEEPBt THhV Y[ 9NIL W.VE NDAWAL 6• �maD M 9.PPMTPN6 MAC K.- 2t• OM OTorO LATtYAl aeACwO • S'O - BpirOM R{yD apGONAL gtpcwO AS SOWN OTO' MAJO avls-us s oP4ErAILs uNcw'a+"`afre�r�w=aRme+ralai. EewAwoRoaNm wlTu •ne MANxLo-s�AIDAw Tie carbale RemromNc sTm wmnne Lraess olHsmise PDanT®. a xc 1Are RanICAL A^D uDR¢oNrAL sDRwc a✓.IL ff PRpvo®To 6a-aY nP0. wACTzz PN ax Ic casacnw. Asnalsm 6r f ALL LOAoT arwc msTaDnat rlcal za+AOCD As aroWw InrAu zx MAv TT bAnwc uve bm -- Pg ao P� tTc ATTIC �ACEa ADISTAIa. uU i-iAMV4 Cam PM RCOM OPENING 1 ADAAif3E W WJ. NPRDWAD SI-IT DESCRIPTION DATE zz CCLNMER eeaM szEs Mar ee NOTeAs�lfi-MaTu As Teoa>® FM ARwr�TTUN-DETas M To IT aoac wa-wa IxoP 6onoM oP Te ra=AMs As Rcoxa®Ar wllnows Aro DODR _ eEnzrMAxT Aro ADD z WIN F DRm EzaEns a-. 2! DWra CIX1ArJ Ala WALL F£IKYRGNR TO POOlING N6 WIN AS VERIIC1a SAR6 Above 1l VarITCK CaLS PM MASW1f TO FEUWI®SWLL 1 0 r.Eno bAn - n Ps• as Pa ro / a Psr as I, nC smcnu<L AnvND aDvw IS saaAATIC w NAius ND:eYEx ne aF(YDwc slRlclTftG we61ffiN x61am LFD6T rTe AsaAvrlW Tie FRAMwc SOae soww AJ1avN.M DING GIN wAE. wamNaRE Rtw. HT. tCRR.wi_ RMW r�vroOD SON wATet LenDa+ AO TITLE SI-E£T AO -A LOCATION MAP HPVE vBtTICP1 ALITaB�T alrlcBNf xi aEuwn oPCRNcs e.. r£ PRovom ar Tie eorTw m Manm aus AT ena CNLNc TO IMNIAN A aEM LNtHSIPUCI® CalfIM10.0 f8L Lrr Duet ro Rea aewNplrs s+ALl a aaLm PPI6t a1sMw Aro rvecclTaE rtiOVIDE6f.fDA'a WLL ¢OStiT PNtAL18 FNCL RON CEi16T8t3 LATatf. aS=ALID SIOP NAW WC9 AIO OALaygTIG6 FM PPFlOVAL FALLpe TOP IFOVIOS SVO' NAWINW MAr REaaT N ammWx IwGr•mtNo, x ROM RrwoaO fW®N Arwaser sTul a zv>r APA RAT®sTfaclLRx seaneva eana enosrs Wum WTH ILA. snz cray. RNcswx a1aEs; orl�msE 80IX CATTY - HOR. FIZ KRZONfPI $C. is S0♦0.). SOLID CQ'1E EDl1E Al SITE PLAN m Ia Fs, EE LAH� afi GAR aAME,Bre MMMAT v.N3TE 6FVCED. Ain swl Ee wR®ro�,Let. PRov1� co-aN� 6ARs eALE sly AN, MA�t IEUI1WrAL ants R6vO M AT, T PALL LAP afi EAR dALEIEts MN n. sTalcnuAl wood wa nLest IRAMw swl cRr-MAN ro Tle-nn�e w sla><zlry MAwAI• As aas-En 6r Tie AAeNDAry wsnnne aP Tv.�T arsracnW za aLL wow w wNrAcr mIH MASRar. wrvc Te M sTta swl t>F Pa�.g TaFATm. wwwP An a�Roem Masn»E vAPM eArslm �Tv�N TLe wrvarETe M NOT®I > ADDTfIWIa 6eARPD PoNI6 N MWP® Powis OP sPPQiT STALL Er AR90VtD HT THIS esN6R.l�i RaT. a 6oiraM m ne EeAn¢ rut Ee Na4m To Awonmm�Te wlroow IeAo leans PRovme AoarIWAL m m eARs > coNlRAcrM ro veaPr ALL anB.aaNs o�oRr olso�ANce; ro rufi eNsvz� IiaN ro cacTRwrIW w Fm eAOT a Mm. Nor score NAwwcs cAevEr QF1R CDlun . NcaroWCANDESCCNT sTr Lv4L W9IAT OV SEA INT. INlenoa 5p 9-TTEr SIMLAR sauRE A2 -- FLOOR PLAN A3 -ROOF PLAN NOT FOR C01`STQXTI0N OTHER aaBNrIrOID MATsaAts Aro Tle w000 A5 RmIR®Pee APRIc<ae woe w. tu.Dts Stal Le Rm orsae rM PRaAOND AneWAre 6RAaNe Aro aAzrD Lx©amrc asaxs ar=ATtn THAn!•a I.LST r£ aa-r� ALA srAMm srEcnW m Tle iasas TD PReven aXLArs M DAMAc ro 6AAe 6r Tie Tam MAraFAenAs+.re t. TTe CAM DemS uAvE �N gr Accaowc To TTe utoaTecnnAl ¢araelrs FDR wraaw/wcR LeAD leans aso�Ancts To Hors taNcrzae IM.mla 1 �AM6 oe nuN s w.wnE ca+rvAcrM ro vaxFr Limns as cevrr CONCRETE arNCCiIaN DaM LAMINATE SST. DAu LAVATORY sm. STAINLESS STEEL srnraARo A4 - ELEVATIONS (NORTH AM SOUTH) Dale 9/3/2021 S. ALL 1lADafi OVat DOORB AND WPDOWS ANa 1 M J-at YA6 PCV NOCO RM! aays -nW oB t E W wAu naoRESs ezcar vABR Non'D. Ja D�IWPM 9+All enwuls�s �o m4S seal W.vE 6- �mwe W swcmec MAsawr. 9 al Rom Ta S nuT teAu W Lm®e ARe 6orTw aOw a�wlrs PROYie v.• tErYlmN TOP aOAfi PN RTTvoeO nnLrG. ahmNJQJs LOG LOCATION5n. STE A5 ELEVATIONS (EAST WEST ) Drawn I Checked LR MK a+aEi.B.�+�wwmzWrwnLwt uaa iaoo Pslm a A�IAPw ��ul.�e mADNC A04TCY. 19a u�le Loro.:o�laO Ps=Ar onezM 6ALDa+Ea. a Lego LoaO.1a Ps• IX3M52SM CEOORATNE MAX MAXIA-M STO. WJ0E WCHANICAL STORAGE Date I Approval - 3> STfd1CITRAI SIEB STNL cOl/-NM ro 1TE AISG SEafTCAT1W FM TIE DEaat FAatICATOry ro TIC APR1CAaJE A6nA a{cP cAnW N FRLOVSr ETNAFE6 RATea ANOOR D0.1SA AID 9aGTTW m STRIOMAL Sim alLarvaS. LTATEtrM3 soil Ca FORM 3A / MAOfe Elora A 3]a / TIPLLM firm- A aoD cvAm sorb l(al OCATKN m LaLN6 OFRI.Sta MILLEt RE6751Q375 N Tie PHD. W6H aLCrteIC4 ua1rND, as ARauTECTRAI EIH.eNP.. OETAA STM WT. METAL Sly. SIRICRRAL 9.A=B� Date I Permit - CWSrRUOalN SWYL CUFORM TO ilE AMERICAN W3DNG SOaETY Sf1ATCRRAL WSDNR GWB. BEORODP.a rbR FHD ANJ 9OP WHOS awL fe qWe PSl Ero%% 37 s2 PalaATKN NO1S9 MD FRAMING ITOi� FM MOS PFa W 11Ma TOPICAL aRNG Reaum PM ALL 82 5 AID HAT WORC WSS NO1E001H3iM� y wawurE LDL-ATTW m A.c wTs Aro FA+6 wnH aanPs 61aCTue 5o nNr w INIBFf�+CS occui > a1LM TO w6ai'TAIE ALL DUCT LOCATIDNfi W M ALL 1RI.OFS DO nNi No M65T38.C£6 OCafe. DOLMAS FiR A gAAETER MIL MMiFACIIi�! TO. MN MMMM TEL TOP OF Clf� TH.12111 hE Date I Construction _ PLANS. J]. ANT ouN6 5 ew9as ALTERAnas, etc rs¢ut®ro n� H mANOT aKlacAnWa N 1IC MONIeCf.AM CNAIL�LEVIaWSALTH]ATIWaLE•AATIaa4, E7G NOT MADE REFq;`E 1Fe MP•t Cr TNM uR AN] ALL rtERSaMY.OAIA a. A6AVUf 1LE AR<rnKi e� a N IS ¢�T®N wiITPG ear ar rle anLa+N ne oWer rove AWUTECTTNVRITNG CALTIWLL PLLLT, UNCDa1fKINALLY A`D TOTALLT PM CLPASYTT. ElG r'WM lTe OP.IE 9OWN W RAIB Ov16N 11JTL TTE Ba CF Flf319e AM rv6TN1 pSCpv�EC1Bl SN'ITOES WRNS. Aro wlvei,TO-b W AR aTDIIIONLA q5 RE1rwWta i aAl alp w AN APPcv+m MAxvs Aro w9.fe A6MaT IeacA¢ A PROVDE INSTALL RDaaE wH.EcraremAPtuomTYPE AT ALL.•.OWT-T MD REIUtN aDiCWN3iKSD Pt�'6 m Eb.PM1BITI W.Hre NRDISL AIa AT ALL FNN COMECIK(.EC AT rTE PDIVDOAL DOM 0OWN SPOUT MSG MxH1NE01S TEG Mo. MASUIRY OPENING M PONGEE AND GROOVE T= Seal: Ja ALL�MATIsaMs SVONN M Cv; m PDR W TF@ NAvrtas awl Ee NSr1am ro MAMrAcnrar ��1� L MALL. RewM.9aaTl0`H w.D SecwcnnWs ]. mry caaesnTe MAN TO reArsSt nDNEGS WASTE rwa.M a TIaTr.TD6rAr bU+T W sw1 � AHRov® fir rH=_ e..ana1 /NnloR D.vst EEsaE NsrALLAnoa 9ALL eWwDi PAS stal a:Owh TIROIIaN ROm A MNwIAI m ID0' 14eoM ALL AA: WT PRLSN AQ MAL E91.1 G EAON ALL MtALION TAG ALL ANiLICN TAFR TOP OF DIMEr TOP CF FRAAYG FOOfNG6 OfD ELAB wNCzcrE 9w1 wIFMH ro Ad 9d 4 D 91NLW.VE Ew Pa 4 PLLTw� Bwl 9P/s W SOR PfrBN� A6 RECa.>@D SY A RMIDA CERTP® STETS awl A6TM N> 6VALE sO . -a SIT.aNGltl IN ]9 OATa MNaMN S1M 5'. 6EOt[6NU1. HN6T�x Aro fiBAiT®TO alLMNO OtYT. , R AR CaaIMR.TK CWIRACTM awl l Y 611E AND LOCAMN OF NL EQIR.EILT AND O T WadC A/C COMPACTM awL 9E REffOIbIflE FM WTALLNo NC W TIC B.�CY Ca.aLnnR3 LeaIAITICAL Ac ELEVATION ELECTRICAL EOLJAL NLG NOT N CONTRACT TAL No Mhf92 TAIi TO SCALE TYP. iTIP OF IEDL$i TOP OF RATE - i ru awl a aEMNa sArD. FRs niaA DanTsilas MATTsax Aw wal MAIm AID CaRAGr®MN nor Pat ceLEEeo A VERPTCAnW 6 TEST FM MwFT® HtOCfM A51M aabT SWaY ff FL® W 1H AALDNG OFFxaAL T. POOfNW ITAVe �J DC�W9 PN iaw Pa SO! 01 NG CAPAGItt. CWTRALTM 6WV1 SLS T SOIL a SR F73MT. PRIM TO DOND ANY WOTC s TM, rrSAr 50a AS PER cote I . sEe scna`C. AwroR DerAaS PN uv+.EcnatT FN LaAO ITEAmrs WALLS Ab PwrmioNa I.realerae m MaNanuc PaorN� swl fie Ja m 6TSTBA TO Be G Sie•ED TO MANTAN A ReunvE ItAaXTr Lrla m lesfi rHAry aDJ ro MMM1e 11 tl wSTAu Nro AN iTttO� CASPET. A LOLABt® Saffi�ID lair- SS wowom . PWVOE 6AEE WASTE FOR AR CUgM%aI.D WT W/TRAP. t9'f AlO SiF NAWNG FM LOCAl1W m WTS AIO a ALL TlNsaa05YAT IAWnWS ro 2 COORONArr9 Aro APPT.tlYID Bi OWNSe RiIM TO NSfALLATIOry -E �L aEe �As Tle Pole+rlAL PM Aumvsr MAWS EXIST EXPANSION _ ... EXTERX7R EXISiNG NT:S NOT AA OVERALL LJNG CBS 035CL E VEST. OO ON CENTER IN/ oD aJf9E oIAAE187 Wq TYPICAL LNEm N=ODHMAg VEST SJLE WTN1 YNmiO,R - - eercro mce IL iDmQ1mM1 Ain roosrwAce ®SUvLLlesaeNDeav awl wlrc�x TnaA59 aM3D101® oTL�v� A Re- eEVAr W �a su.Er Ror FM rvcvn PoolrDs Dace I.Ew AT wlailM ma m PooTP+es sw1 ezTea aR PAM aoe aT e1a4�oF iTI I avrets sscerloa Fw Tlwe SAawE'rr Lg s Ara moaruMs NAcDwELLcraOT ne wMc le M aG vnLL wr tt t�a.6se neNA_swrnT a fr�raRse M wAe arvIR0. xn ,ne mrrRAcrM6 ALtR�Ta cA�r elf ne N auRGe arse ne ACTe M oM�I�1a.6 m ne FFFINA9N FLOOR 9l flLIMES ENT OPROG W.a OFP040$TE WA R. PLATE WA WATERCLOSET WOW WATER LEAT it I! PROVIDE 16aATIDN ADNrfi EETWTJ3T MERIM Aro EOmIOR 9.AE9 W MA06 PmMCE I? I8T PAf'Fp AT M AM. IRwITIHW Acr AcroRs M ANr m TTa+ Aas+ls M EAPloTBs N Alw orla PBisa+s H�oa.•w ANr RE.N m Tie waRK FOOTA�T RAY FLASTet W T. WEIGHT AA0002340 ©2011 1A coaanAre SAB sEVAnds si�9. Aro SLDPeS WTH ARwreCTLRAI NAW Wa A NO6 FM TTE MHNTAITW m TIE El1llXO. Iro ALL WPDOW E LAM OfBNNG9 STwl FE COOmWI®E Vd+FT WITH MNNFACllfBe/sFL9e RIIM i0 FAIRICATNYL L N4�TSTOPPNG ROM ua ¢L.ml6 A593.e.E5 NOT TO Ex® IOW SF. N a1nCfi FN AREAS alai v SP. 2 PSTALL PRmOr� w�CWmAIID SP, LS SOTH VERTICAL - HMIiONTAI - AS SJf NOT LIMI® T0. 6nD WALLS FITa® EPA(g6, 6mHTfi. R[]P C=JNNGS: LAVES STAIR STRPT6at5 VBNTa PRS. - N & FOOTING T4 PAR E AM GxJCE PRC T. PRECAST ANGLE AuxaarTECILRAL NAwnS FM wAucwAr SAa uralr m. R®ARS IN ee RA09 AS fiHOVM N TMe RA"ti CalArV F/38r1E Fat MMe MMAnCN. N RBPNCIN6 FTMS -NOT SE LESS THAN afi SM aMETt�fi Na - 9tY..r • azI ND REnFOrrrING SwL a CW WIaIS 1z REu•FORcra PN PCLroATIW awl to CttNRILoL.fi lRaro axavEas ALA otAN�" m o rscnW wnT TTe AOanW m A earaNae tuR Jo' ALCrvG eats Let. FN eats SAR W FalaAT10`t CH_ BOOR JaSTfi TR- �� RS@C2Lt✓�R+ ^�iG roI1aW Tie mil Im eaDotcx Rxt3I1Tt ADDmoNAI rvalea V. GALVm � GRADE P.TDF. PRESSLI E TT�ATa, • PTR PARTITION a O.T, WAB27 TIE • AT CENTER LINE PCIPU CR MA@� TITLE SHEET . • LIOSEIBEB - GOSEM aao. RADAIS REO Rd%RETJ 1/4' SITE NOTES •• SEE ATTACI-FD SURVEY FOR LEGAL DESCRIPTION VERIFY P12OPE12TY LINE DIM34SIONS WITH SURVEY SEE CIVIL AND LANDSCAPE PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HANDSCAPE. DRAINAGE, a POOL CONSTRUCTION AND•. DESIGN AND ANY OTI-ER SITE Q SPECIFIC INFORMATION, SITE DRAINAGE BY CIVIL ENGINEER CS, W p o U W � C7 G•✓-1 � W U . L ¢ a s W OO'�O NOT FOR CONSTRUCTION Date 9/3/2021 DravvnI Checked LR I MK Date I Approval Date I Permit - Date I Construction - AA0002340 ©2011 LOCATION MAP SITE COMPARISON LOT I I LOT 2 I LOT 3 I LOT 4I LOT 5 I LOT 6 I T DT 14 LOT 13 LOT n LOT II LOT 10 LOT 9 LOT H /1 13AP�m' AREA CALCULATION IST FLOOR A/C • 4243 SQ. FT. TOTAL A/C 4243 SO. FT. COVERED ENTRY + 78 SO. FT. 3 CAR GARAGE + 539 SQ FT. LOGGIA + 601 SO. FT. TOTAL 5460 SO. FT, SITE A2EA 16573 50, FT. TOTAL FOOTPRINT 5460 SQ. FT. TOTAL SITE RATIO 338 DATE 9/3/2021 SITE NOTES •• SEE ATTAO-ED Sl&VEY FOR LEGAL DESCRIPTION VE321FY PROPERTY LINE DIMENISIONS WITH SLRVEY C Ln� •• SEE CIVIL AND LANDSCAPE O PLANS FOR ANY ADDITIONAL INFORMATION REGARDING HANDSCAPE, DRAINAGE. POOL CONSTRUCTION AAD DESIGN AND ANY OTHER SITE SPECIFIC INFORMATION. SITE DRAINAGE BY CIVIL ENGINEER SETBACKS SETBACKS REQUIRED PROVIDED FRONTSETBACK 30U' REAR SETBACK w, SIDE SETBACK 16-0' MIN. (30%OF LOT WIDTH) EAST 2-1 WEST 15-2- M—MUM HT. 24'TO RIDGE 21'$ TOWN OF GULF STREAM GROSS LOT AREA 16,573 SQ.FT. 10.38DACRES EFFECTIVE LOT AREA 16.573 SQ.FT. 10.380 ACRES FAR CALCULATION EXISTING DEMO NEW NET IST FLOOR LIVING OSO.FT D.C., 4,243 SQ.FT I'—.0.FT CEILING OVER IF (DOUBLE) OSQ.FT 0SD.FT as FT OSQ. FT 2ND FLOOR LIVING 0SO.FT OSQ.FT 05Q.FT OSQ.FT - ISTFLOORCOVERED (PORCHES, OVERHANGS. 21121 OSQ.FT OSo." 679 SO. FT 679 SOFT 2ND FLOOR COVERED aso.FT DSQ." OSQ.FT 0SOFT AWNINGS. 3' AND SCREEN ENCLOSURE(AT 50%) OSp.FT DSQ.FT OSQ.FT OSQ.FT GARAGE 0SC.FT 0SO.FT 539 SOFT 539 SQ." OUTBUILDING DSQ.FT 050." aso.FT OSo.FT TOTAL FLOOR AREA - PROPOSED asC.FT 050.FT 5,460 SOFT SA6D SQ.FT FIRST 2D.000 x .33 5.4. SO.FT OVER 20,000 x .20 0 SCI TOTAL ALLOWABLE FAR PER MANUAL 5,46950FT TOTAL HARDSCAPE AREA 2,841 SQ.FT REQUIRED LANDSCAPE AREA 6,624 SOFT (LOT SIZE x 40%) ACTUAL % LANDSCAPE AREA 7,790 SOFT a -I Z z 1...7 o Fil � U O N t� Oa �, cox F�1 N Y�1 O V q NOT FOR CONSTRUCTION Date 9/3/2021 DravvnI Checked LR I MK Date I Approval - Date Permit - Date Construction - Seat: AATEQ V I EA LN SITE PLAN I/8 I'-0 AREA CALCULATION IST FLOOR A/C + TOTAL A/C I COVERED ENTRY + 3 CAR GARAGE + LOGGIA TOTAL SITE AREA TOTAL FOOTPRINT TOTAL SITE RATIO [ 4243 SO. FT. , 4243 50. FT. 78 SO. FT. 539 50. FT. 601 SO. FT. 5460 SO. FT. 16573 SQ, FT. 5460 S0. FT. W 33% Fil U 0-4 z I Revisions I NOT FOR CONSTRUCTION Date 9/3/2021 Drawn] Checked LR I MK Date Approval - Date Permit - Date Construction - Seal AA0002340 ©2011 GROUND FLOOR PLAN I/4' = 1-0' AREA CALCULATION IST FLOOR A/C • 4243 SO. FT. TOTAL A/C 4243 S0. FT. COVER® ENTRY = 78 SO. FT, 3 CAR GARAGE • 539 SO. FT. LOGGIA • 601 SO. FT. TOTAL 5460 Sa FT. SITE AREA ll; 73 SO, FT. TOTAL FOOTPRINT 5460 SO. FT. TOTAL SITE RATIO 338 DATE 9/3/2021 NOT FOR CONSTRUCTION Date 9/3/2021 Drawn I Checked LR I MK Date Approval - Date Permit - Date Construction - Seal AA0002340 (c� 2011 MAX TOP OF ROOF 2svABovE sAe - Jl TOP ROOF PEAK AB Y 1Y-] 1?AeovE sAB — I� TOP CF ROOF FEATLl2E ROOF ffARRE IS'iABOVE SLAB laararnESAB . 9-TABDIE SAB aEvnnoN ao- MAX TOP OF ROOF ELENE3Yr Y2BVIrrAernessB - — it 2d'-0'AMAX BOVE SAB OP OF - TOP OF ROOF PEAK 14-71?ABOVE 34B - - TOP OF ROOF FEATIRE �� IBi'ABDVE SAH pp, rr u MAX TOP ROOF /L 24'-0'ABOVE 9-AB TOP OF ROOF PEAK_ /` 1Y-]I?ABOVE 9J+B� _ 184'ASOVE 12 (rrP) 5 waaaoue sae EAVE FEIGHT Y-TABavE 9.AB R�ERENCE AS aEvanoN o'-0' FRONT ELEVATION YX-1'9 MAX TOP OF ROOF HBvlErlt / — 78•-0I?neorESAe Revisions MAX TOP OF POOF 24-Cr VEe.AB TOP OF ROOF PEAK 14-7 I?ABOVE SAB TOP OF ROOF FEATtRe /L 19TABOVE SAS EAvE F itafr NOT FCR CONSTRUCTION lad'ABOVe UB EA E WEIGHT Date 9/3/2021 9-TABp1e SAB DrawnI Checked LR I MK Date Approval _ Date Permit - Date Construction - Seal: REF6][3JOE 51_AB B_ETATI N �-0 AA0002340 ©2011 REAR H-VA31JM i, MAx TOP of RooF eFn�rr Y ze'o i?aeovE sea MzaAXaaeoTOPtE saB of Roof J� r of RooF Peat is-� uzaaosE sna - v-raaoae saB — ze'-0 ?aeo E sae M� TopMAX TOP OF ROOF /L ]C-aAeOVE SAe TOP OF ROOF PEAK /L 19-71?A90VE V2ea GG Eon HE s-rnear� SLAB � l O O RIGHT SIDE ELEVATION 1/4' -1'-0' TOP IBw i?aeovE sea Revisions MAX zP� TOP OF ROOF PEAK 19-71?aBOVE sae TOP OF R FEA ie'i'aBare sae NOT FOR CONSTRUCTION Date 9/3/2021 v-raeo�EsaB Drawnj Checked LR I MK Date I Approval Date I Permit - Date I Construction - Sea]: AA0002340 LEFT SIDE ELEVATION 1/4' - I.-0. GRAPHIC SCALE NOTE: 20 0 10 20 40 80 • IMPROVEMENTS SHOWN ARE PROPOSED UNLESS OTHERWISE NOTED. ( IN FEET ) 1 INCH = 20 FT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - -- -- / I I I I I I I I TRACT "C" I I I I I I I I I I TRACT I I TRACT "A" 11, BLIJEWATER COVE J LEGEND -----------4--------4-------i--- FLOOD ZONE 'X' (UNSHADED) FRONT SETBACK 22.83' 0 22.83' COVERED 9.00, 4 ENTRY �= < 11.50'- N � WQ N 10.88, ri m 10.88' I N PROPOSED I RESIDENCE FlN.FLR=8.0 8.25' 35.33' 5.33'i' L LOGGIA REAR SETBACK POOL e POOL SETBACK, N \ S8914'58"W 138.00' UTILITY EASEMENT \ O.R.B. 16327, PG. 1128 \ — — — — — — — — — — L — — — — — — — — — \ — — — — — — — — — — — — — — — — — — ------ - - - - - - - - < — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — R Q o p A W m N m NOT PLATTED v� m� w � N SUNE OF TRACT "A" (BASIS 'OF- BEARINGS) i A/C ALUM. CONC. COVD. F.F.E. — AIR CONDITIONER — ALUMINUM — CONCRETE — COVERED — FINISH FLOOR ELEVATION FND. — FOUND F.P.L. — FLORIDA POWER & UGHT G ' — — — — — — ---'-- —=--- I.R. — IRON ROD I.R.C. — IRON ROD & CAP E P.B. — PLAT BOOK I PG. — PAGE O.R.B. — OFFICIAL RECORDS BOOK R/W — RIGHT—OF—WAY TYP. — TYPICAL .15 �' U.E. - UTILITY EASEMENT �m C LOT 13 ' i N N 12'' UTILITY E EMENT (O.R.B. 5168, PG. 1924 & O.R.B. 16327, PG. 1128) --, --------------------- - — — — — — — — — — — — — — — — — 17 1I m ITY EASEMENT (O.R.B. 5168, G. 1932 & O.R.B. 5169. PG. 61) I I I I I I I I r — ANCHOR ® — AT&T BOX N — BACKFLOW PREVENTER © — CABLE BOX ® — CATCH BASIN ® — CLEANOUT ® — DRAINAGE MANHOLE Ip — ELECTRIC BOX -Cf - FIRE HYDRANT - HANDICAP PARKING ® — IRRIGATION CONTROL VALVE n — UGHT POLE an — MAILBOX p — POWER POLE © — SANITARY MANHOLE — SIGN oa — VALVE ® — WATER METER III— YARD DRAIN NOTES 1. THIS SURVEY OR REPRODUCTIONS THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND THE ORIGINAL SEAL, OR THE AUTHENTICATED ELECTRONIC SGNATURE AND SEAL, OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO THE SOUTH LINE OF TRACT "A", "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK PAGE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. BEARING N89'14'58"E. 5. THE 'DESCRIPTION" SHOWN HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 6. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. 7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 8. FLOOD ZONES: "X" (SHADED) & "X" (UNSHADED); FLOOD INSURANCE RATE MAP NO. 12099C 0981 F; COMMUNITY NO. 125109; DATE: OCTOBER 5, 2017. 9. BENCHMARK ORIGIN DESCRIPTION: N.G.S. BENCHMARK D402. ELEVATI0N=13.25 (NAVD 1988) 10. SETBACK LINES SHOWN HEREON TAKEN FROM PLANS BY INFINITI ARCHITECTS. DESCRIPTION LOT 14, "PLACE AU SOLEIL ADDITION NO. 2", PLAT BOOK _, PAGE _—, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. SAID LANDS SITUATE IN THE CITY OF DELRAY BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAINING 16,560 SQUARE FEET, OR 0.380 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS —OF —WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON SEPTEMBER 1, 2021. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH IN CHAPTER 5J-17 ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. Jeffrey R. Wagner,.°�� JEFFREY R. WAGNER, PLS REG. LAND SURVEYOR #5302 STATE OF FLORIDA — LB #3591 CAULFIELD & WHEELER, INC. PLACE AU SOLEIL CIVIL ENGINEERING ?LANDSCAPE ARCHITECTURE - SURVEYING ADDITION NO. 2 - LOT 14 7900 GLADES ROAD -SUITE 100 BOCA RATON, FLORIDA 33434RczPERMIT SKETCH 9/2/2021 DJH PHONE (561)-392-1991 / FAX (561)-750-1452 BOUNDARY SURVEY REVISIONS DATE BY DATE AUG 2021 SCALE 1"=20' FLD.BK. ELEC. DRAWN BY SAS PAGE ELEC. FILE NAME 9599 PERMIT NAVD 1988 LOT 14.dwg 9599 SHT.NO. 1 OF 1 SHEETS SCALE: 1" = 50' 0' 50' 100, 150' LEM, j= PRM = PE7MAINT RYMME ACMAVVT (4 X4" CCMVOiETE TAUITDxLT3 ASSNTTASED4OIEP.CR = PERWAAENT CONTROL PONT (NAN_ AFD A5C STAMPED 'PCP 2B 353� z.s STATED 0TIERNISE PRPRCO - PLBUC fFC087S OF PALM BEACH CO.IJTY SECTTOV 414614J = SEC77 N 4, TOMEW 46 SOU77L R AX 43 EAST GUE = CE70W U72LITY E45EAUVT LINE TABLE LINE NUMBER LENGTH BEARING L-1 33.75' N.00°03'46 E. L-2 25.88' N 12 54'17 E. L-3 26.85' N.89614 58 E. L-4 26.85' S89°1458 W. L-5 25.88' S 12°54'17 W. L-6 103.65' S.00°03'46 W. L-7 77.58' 1 N.00°03'46 E. L-8 85.30' 1 N.12 54'17 E. L-9 70.19' N.00°03'46 E. L-10 0.67 N. 4458 E. P� lV , 25,' j I SAEa) ACCE: EASDA AAD / 7RAC PL A CE A U S OL EIL A DDI TION NO. BEING A REPLA T OF A PORTION OF THE NORTHEAST QUARTER (N.E.1/4) AND A REPLA T OF A PORTION OF THE SOUTHEAST QUARTER (SE 114) OF SECTION 4, TOWNSHIP 46 SOUTH, RANGE 43 EAST, TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA SHEET 2 OF 2 THS hVS77RLA47JT WAS PREPARED BY PAIR D. ENCYE; AI P-E O f7CL OF OER'EN, SURER & OSWN AG, 955 KW. 17TH AVENLE, SUTE K-i DELRAY BEACE( FLCRO 33445 (561) 276-4501 CURVE TABLE CURVE NUMBER CENTRAL ANGLE RADIUS ARC LENGTH CHORD BEARING C-1 00°33'04 20.00' 0.19' C-2 1250'31 109.00' 24.43' C-3 58°0528 20.00' 20.28' C-4 19231'37 50.00, 168.01' 1 C-5 58°0528 20.00' 20.28' C-6 58°0528 20.00' 20.28' S. C-7 39 50'14 50.00' 34.76' C-8 58°0528 20.00' 20.28' C-9 12°50'31 75.00' 15.81' C-10 5931'38 20.00' 20.78' N. 9 09 . C-11 299°05'30 53.00, 276.67 C-72 593352 20.00' 20.79' 0 6 . C-73 59 31'29 53.00' 55.06' N. 9 9 . C-14 79°06'17 53.00, 73.17' S51 12'03 E. C-15 21°45'05 53.00' 20.12' S00 4622 E. C-16 90 2Y19 53.00' 83.61' S.55 1750 W. C-17 48-'19201 53.00'1 44.70' N.55 20'51W. C-18 10, '4942 20.00' 36.94' N.53 31'40 E. C-19 71°7720 83,12' 1 103.42' S.37 36'22 E. �e SET PRM 127.13' ' TRACT 'B" APEA = 24,973 50. FT. e CF PLAT b rpgOT TRACT ':4" B" N 25� TRACT 'C" ti Q SPECAL �ACCESS e EA.SAfNT 4 ALL� ) 7 AICA �722' o PLrs 34.W q2 4,7 z LMTS 3gSO?£ TRACT N89°I45B� GUE <-b AtlT FLATTED » lz U7ZITY CAS1O£NT AIL A (ORE 5Za PAGE 924 & DET SCALE.., r = 50' OR8 15327, PAGE 7128) N 0 T P L A T T E D 5.89°14 58"W. 1200.78' LOT 1 SP LOT 2 os LOT 8 0 LOT 4 �a LOT 5 AfEA = 75,560 SC FT. N o Af3A = 15,560 50. FT. N o AREA = 1^�560 SG FT. o AREA = Ax`S6O SQ. FT. ATfEA = Ey560 SC F7. rV GUE C-4 L 3� c-5 _ _ _-_-_-_ PGPAFD �RA(1'(IS 13�� TRACT "A- » _ -�� 13800' --r-- � 93�28' K89"1458 - _ - _ - _ BLUEWATER COVE a0991'NE 5B'E _-_-_-_-_- a-- N69-- 138,00, r R A C r A _ AREA - 4f 406 SG F7 - 3 PONT ----- ----- 13800, --- C- A'GUE C 3 �I I C-7�. o C-8 I TRACA C N LOT 14 Q LOT 18 0 FTARE LOT 12 0 A TEA = C560 50. FT N; LOT 11 A1EA = 1356o s0. FT N; LOT 10 AfEA = Y56o SO FT Ny _ NiEA = 151560 SO FT. N o AREA = 16,560 S0. N $ z /^ V Rp �426 SO FT. z I z z z U i ni -G9 LM7S OF FLAT F rza nnl 1.iR00' / L M7S Or PLAT' C' -� 3 i� 12' rY EASEMENT (ORB MR71fRLY LBEE OF PLAT \J ti � �O 5E8, PAGE 932 & ORB �TI1 I BOOK 3R PAGE 164) Omµ %9, PAGE 61) l AV-Dl.fAU SO L Oo NOT PLATTED 3q `- Nnr /NxLDID NFY.H.I�CPo(M OF WAYS) LMTS C`' HAT ( ) TRACT ';4" QunnrPwsadrOuraprn, P.w PLACE AU SOLEIL LOT 9 3 L O T 9 2 ADDITION N0. 1 (O�" PLACE AU SCLEIL I PLACE AU SOLEIL O N (RAT BOpC 27,, PAX 69) (FLAT BOCK 27, PAGE 69) (PLAT 0" 3Q PAGE 754) t• 5 00' K89°14 58'E N W UE OF PACE AU SaEL (RAT O" 27, PAGE 69) 1.00, OF PLAT 2 NOTES.• ALL BEARINGS SHOWN hERSON AIE RELA77W To TTE SOUTH LIFE OF TPE NORT7EASr CUAR7ER KE71 4) OF SECTION 4, TOW'N57iP 45 SOUT4 RANGE 4 FAST HA VAG AN ASSUED BEARAG OF K89'K58'E NOME• MS PLAT, AS RECOROED IN ITS GRAFHC FORT( lS 77-E O mAL DEFYC7701V OF 77-E SLMMED LAFDS DESCREED fUMN AAD WILL IN NO CRCCAMSTANCES BE SPPLANIED IN AU7hmTY BY ANY ORER GRAPHC OR DIGITAL FORM OF 77LE PLAT. 77,ER£ MAY BE ADOTMAL RESMUICINS THAT ARE NTT RECORDED ON THS PLAT THAT MAY BE FMW AI 77E RBUC RECORDS OF PALM EFACH CDUJTY, FLORA. 77-E TOWN OF GLCF STREAM IS hOaEBY GYZAN7ED TIE RIG4(T OF ACCESS FOR EM9?,,EACY AAD M4flVTO AhCE FUZ-0SES THS IRSTRULENT WAS PREPARED BY PALL D. EAGLE, Al 77-E C F7CL OF OE RIEK SURER & OEREK PAC 955 KW. 177H AVEM.E, SL17E K-; DEU?AY BEAD( FLORA 33445 (561) 276-4501 F'ERMAAENT REFEWmE MaUIENTS ARE SOWN ThM- O TkERE SHALL BE N7 BLILOAGS OR ANY IO•D O< CONSMEnON PLACED ON WATER SEWER OR aWNAGE EASEMENTS W STRUCTURES S-IALL Ei PLACED W77HN A HURZONTAL DISTANCE OF 10 FEET FROM ANY DOS77AG OR PROPOSED TOWN O< GUF SMEAM MAINTAAED WATER; SEWER OR MANAGE FACU77ES CONSTRC.C7701V OR LAADSCAPAG LPON MANTFNANCE OR MAAMAMCE ACCESS EASEMENTS MUST BE W COAFO RACE W77H ALL BULDAG AAD ZOJNG CODS AND/OR ORDINANCES OF T}E TOWN OF GUF S77R£4M ThERE' STALL BE AO ORES OR S l?LW PLACED ON UTILITY EASEIL£A/IS WHpR ARE PROVIDED FOR WATER AAD SEWER USE OR UPON OZAAAGE EASEMENTS LAADSCAPI G ON ANY 07H R URU7Y EASEMENTS SHALL BE ALLOWED OALY AFTER CO'VSENT OF ALL U77LITY CO FAMES OCOLPYAG SAAE ASTRDA£NTS OF RECORD AS SLAOWN PEREON ARE RECORDED IN TFE PLBUC RECO97S OF PALM BEAM CO.NTY, FLORDA LALESS STATED OTk0?W7SE: SET PR.M - 5Q00' WEST LOT 6 ro IS z LOT 7 FT. AREA = 17,375 SO.. FT. AREA = 245M 50. � C-13 / C-14 a N 3� e 93. 9' C_10 C-11 148.78' h co 3 -------- TRACT '�" 2s2o d - Q Qj --� -12��� G / s144.55' 2 � Q h C-17 J / C-16 0 LOT 9 LOT 8 AREA = K502 S0. FT. n ti AREA = 22,456 SQ. FT. N OF PLAT IJO.UV 5E$ PAGE 924 & ORB 16327,, PAGE 1128) N89°145a E _ - - - - - U7IJTY EASgfl (ORB 5Z6 PAGE 924 & ORB W27, PAGE 126) /`3GO - - - - - - - - SST _--------- L2 UMJTY EASOW 94T (ORB AW7, PAGE 1128) -' -- �_ SOUTH LIE OF NEl//4 OF W EST SECT�N 4146143 SGOd ES - --��� NOT PLATTED N O T P L A T T E D NOT PLATTED rr EPAG E12 (Nor IF,CLLDED) \ �_- (ORB 15327, PALL 1(28) - -- U?.A 16 - - - - U7LITY fASFAfTfT (QR8 5Gq PAGE W32 &ORE 5b"Q PALE 61) 17 U11/lY EASLAfT7 (ORB 5E4 PACE WT2 & ORE 5L5 PAGE 6) Q' URIIY GmIfNTOUT 9]T T/. P,12 ®) LOT 91 PLACE AU SOLEIL LOT 90 PLACE AU SCLEIL LOT 89 PLAN POLE Lam) LOT 88 LOT 87 LOT 86 LOT 85 A A27 P am) 27 (HAPLACE 27 F�69) (FLAT 2PLACE i a OV �I (RAT BOOK 27. PACE 69) (RA BOOK 27, PAX69) (RA 27 (FLAT Wg< AGE �T WOK P�69) ADDITIONAL SITE DATA SITE LOCATION GULF STREAM ARCHITECTURAL STYLE ANGLO CARIBBEAN LOTCOVERAGE SAW 16,5E0= 32.97% PERVIOUSAREA 7,992116.560 SQ.FT=48.26% IMPERVIOUS AREA 8,668 /16,560SQ.FT=51.74% SETBACKS SETBACKS FRONT SETBACK REAR SETBACK SIDE SETBACK MAXIMUM HT. REWIRED PROVIDED 30'-0' wl 20'-0" 22'-T 15'4I'(MIN. 30%OF LOT WIDTH) 26'A'EAST/i51-VIEST 24'TORIDGE 21'-6' TOWN OF GULF STREAM GROSS LOT AREA 16,5611 SQ.FT.I 0.360 ACRES EFFECTIVE LOT AREA 16,560 SOFT. 10.360 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING pso.PT ,SC.PT 4,243SQ.FT 4,243SQFT CEILING OVER I5'(DOUBLE) 0SOFT OSO." OSO." OSQ. FT 2N0 FLOOR LIVING 1,36213.799 =35.BY. OSQ.FT OSO.FT OSQ.FT OSQ.FT ISTFLOORCOVERED (PORCHES, OVERHANGS> 2112') pSQ.FT ,SQ.FT 679 SOFT 6]9 SQ.FT 2ND FLOOR COVERED OSQ.FT OSO.FT OSQ., DSO.FT AWNAGS 13' AND SCREEN ENCLOSURE IAT SO%) OSO.FT 050.FT OSO.FT II IT GARAGE 0SQ.FT 0SC.FT 09 SOFT 5395Q.FT OIJT BUILDING OSQFT OSO.FT OSQ.lT ,SOFT FLOOR AREA -PROPOSED OSQ.FT OSO.FT 5,4605Q FT 5,46, SQ.FT FIRST21I,OWx W 5,469 SOFT OSO.FT OVER 2,,DOOx 20 ADDITIONAL LOGGIA AREA SPECIAL EXEMPTION TOTAL ALLOWABLE FAR PER MANUAL 5.464.8 SQ.FT TOTAL HARDSCAPE AREA 264] so FT 3,108 SQ.FT REQUIRED LANDSCAPE AREA (LOT SIZE K 4M ACTUAL % LANDSCAPE AREA 6.624 SQ." 7T90SQ.FT 8.W55O.FT 4'SELFL OSING ALUMINUM FENCE 2A-01 / Lot 14 LAYOUT & MATERIALSCAPSLE:LA,14 NORTH A?R]'w' I 8' 16, 32' ID 4' HIGH 'E COLOR .tw18' PAVERS PATTERN WI ER, ON COMPACTED LANDSCAPE REQUIREMENTS LOT 14 SINGLE FAMILY TOWN OF GULFSTREAM. FL A. TOTAL LOT AREA 16573 SF (10i B.. IMPERVIOUS AREA (BLDG, PAVING, DRIVE, ETC) 8568 SF (51.70%) C. TOTAL PERVIOUS AREA PROVIDED (A-B) 8005 SF (48.30%) D. AREA OF SHRUBS AND GROUND COVER REQUIRED(Cx.20) 1601 SF E. AREAOF SHRUBS AND GROUND COVER PROVIDED 2200+SF F. NATIVE VEGETATION REQUIRED (Dx.25) 400 SF G. NATIVE VEGETATION PROVIDED 450+ SF H. TOTAL TREES EXISTING ON SITE 0 TREES I. TOTAL TREES REQUIRED (A 12500-H) 7TREES J. TOTAL TREES PROVIDED 19 TREES K. TOTAL NATIVE TREES REQUIRED (H+i x.50) 4 TREES L. TOTAL NATIVE TREES PROVIDED 13 TREES PLANT LIST LOT 14-MODEL 2A SINGLE FAMILY CITY OF DELRAY BEACH. FL KEY QUANT. PLANT NAME REMARKS TREES/PALMS PROPOSED QV 3 Quercus Virginiana/ Live Oak 16'OA, TCT, 4'CAL, full (native) CE 6 Conocarpus Erectus/ green Buttonwood 14'OA, 6'CT, TCAL, STD, full (native) CO 1 Coccoloba Diversifolia/Pidgeon Plum 14'OA, 6'CT, 3"CAL, STD, full (native) CT, 3 Ilex EaglestonelEaglestone Holly 12'OA, FCT. 2-CAL, STD, full (native) BOS 4 Bougainvillea Speciosa Fuchea TOA, STD, full (drought) LIG 2 Ligustrum Lucidum/Ligustrum Tree 8'x8'OA, multi, full (drought) MAG 4 Magnolia Little GemlLiilk Gem Magnolia 5-60A, STD, match, full (native) AP3 2 Archontophoenix AlexandraarKing Alexander 15'OA,TRPL, full (drought) MP2 5 Veitchia Montgomedene/Montgomery Palm 14'OA, DBL, full (drought) ACCENTS PR3 2 Phoenix RcebelleniiiPygmy Date Palm 8'OA, TRPL. full (drought) PR2 1 Phoenix Roebellenii/Pygmy Dale Palm B'OA, DBL, full (drought) Pi 1 Phoenix RoebellemliPygmy Date Palm 8'OA, SGL, full (drought) SKY 4 Ilex Crenata'Sky Pencil'/Sky Pencil Holly 4-50A, full (native) MON 6 Minstere Deliciosateread Fruit Plant 3GAL, 30" OA, full (drought) YUA 20 Yucca Alternifolla/Soil Tip Yucca 3 GAL, 18"OA, full (very drought) YUE 3 Yucca Elephantipes/Spineless Yucca 510A, 3-4 trunk, full (very drought) AGA 7 Agave AngustifoliaNariegated Agave 30" OA, full (very drought) LP 2 Rhaphis Exoelsa/Lady Palm 4S0A, multi, full (drought) CAL 10 Callalhea Zebrina/Zebm Callathea 3 GAL, 24-OA, 30-OC, full ALC 10 Alocasia Californicua/Caldomia Alocasis 3GAL, 24'OA, full (non -drought) SAN 4 Sensevieda Tdfsmta Zeylanica 3 GAL, 24" OA, 30" OC, full (very drought) SHRUBS& GROUNDCOVERS CL4 145 Clusea Gutfifera/Small Leaf Clusea 450A, 30'OC, full (native) PO4 56 Pcdocarpus M.WM.ki Yew 7GAL, 3-4'OA, ZOC, full (very drought) PIT 32 Pittosporum Tobire/Green Pitespomm 3 GAL, 24" OA, 24" OC, full (drought) SOI 9 Draceana ReOexa/Song of India 3 GAL, 24- OA, 24" OC, full (draught) HIB 19 Hibiscus Mona Loa/While Hibiscus 3 GAL, 24" OA, 24" OC, full (nondrought) PP 98 Podocarpes Pdngles/Dwerf Podocarpus 3 GAL, 14^ OA 20' OC, full (drought) GUN 224 Clusea Nana/Dwad pitch Apple 3 GAL, 14" OA, 20- OC, full (drought) LIR 160 Liriope Big Blue/Big Blue Lilytud 1 GAL, 10" OA, 16' OC, full (drought) SOD as required St Augustine Palmetto SO FT, full NOTE Native, very drought and drought tolerant plants indicated per Xedscape Plant Guide II GENERAL PLANTING NOTES 1. All planting notes to be Florida 61 grade or baler as stated in 'grades and standards for nursery plants' part I and part II (2007), Stale or Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradic ted from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting beds to receive three (3) inches of maleluca, recycled bark or other mulch, type "B", or bE (no cypress mulch) 6. All planting areas must be irrigated to provide (100% coverage & 100%overlap) by an automatic Irrigation w/water sensor system installed by certified irrigation contractor. 7. Sod and irrigation will be provided within all the unpaved areas including the R.O.W. 8. All mechanical equipment must be screened on three sides w/a hedge, solid fence or wall to a height minimum 6' above the item. 9. All underground utilities should be located 48 hours prior to commencement of landscape conslructio The Landscape and/or Irrigation contractor is responsible to call toll free 1.800.432A770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible for rough grade within two -three (23) inches of final grade. 11. In case of discrepancies, the landscape plan lakes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 15 ft. separates all trees from pole lights and overhead utility lines. 1& Within all site triangles there shall be unobstructed visibility within 2.5' and 6' above pavement level. 16. Any trees and shrubs within water, sewer or drainage easements shall conform fo City of Dainty Beach Standard LD 1.1 & LID 1.2. 17. No plantings shall be planted over exfiltration trenches. v�=rH AseG'+ 0 8' 16' SCALE: 1/8"= 2- CE, 141 BUFFER 1 14- PIT 1- PR1 1- CD, 1- PR2 4'SELF-CL0SN ALUMINUM FEN 32' SITE LANDSCAPE PLAN SCALE: 1 "=8'-0" 14'OA, -R TREES. TOA, 2 TREE 4EDGE 4' HIGH COLOR APE TREE Z LL Q G C W w W OU) Q U- v CU Q LJLI Z 0 Q J 3: 2 W i m U) N 4-+ a � E � E �� coo 3 01v m c t0� vm � J o LLoo� W li =-o { � CC UT N �+ml.vs ` �� a (J0 m6a`w L r0 D y -Qaza INV 1Q F1 N�L Wes° a U d - Q- d� mU D a � O �O ru o J `-' w LOUIS ILIAS VLAHOS LANDSCAPE ARCHITECT LA #6666677 LC #26000319 REV. NO. DATE JOB NO: DRAWN BY: LiV DATE: 09.08.21 SCALE: 1"=8'-O" SHEET NO. LP-1 Q 0 DO NOT CUT LEADER PRUNE DAMAGED OR DEAD GENERAL NOTES: �A6o O WOOD IMMEDIATELYPRIOR 000 23, All new Plant mvterel shell be gaereateed for 1 yinarhan etm IT Trial acceptance of M.I. Any phM material not Ina hearty Brewing mntliUon will be regamtl by the 000 OQOO %0 r4A.� TO PLANTING AS DIRECTED 00 0 s(�� BY THE LANDSCAPE ARCHITECT $EE NOTE 1. PLANT MATERIAL: All olanl meterbl shall be FlW]a pl or better eslehlish.tl by'Gmtlaa Contaccr atmatltlibmal mslb Ne OwmrwXM1n lO tlays of ndif ti.n. For ell replacement PlaM nalanal, do weneny mdm shall be estendad an additiona145 days beyond 00 W //�I WITHDOU0 STRAND SSE HOSE. WIRE R Y/ITH34'O RUBBER HOSE. p ,0 ems, Oq eM Slartlards for Nursery PIOAW of IN, vab at Fbnda. Depanmant IT A 9naXura. Oneonginal --I, period. Warranty is null - void for pznl mata�ial which is di, ar. . X des ass a tof'xsd God limi etl to M1ail, freem,fyhe g, autortrod adae.aM lTl Q 3 PER TREE AT EQUAL SPACING, 60 ,,,,nn,,,, 0 �gg G 0�0 Y� 0�0 OQ�r 00 00 n00 p0 eDOe Glf' MULCH 3'OEEP pq b Q0� dl p O,Q (SEE SPECS.) ZAll bees, sM1rubs ontl gmundcwers shall be of the sizes as speafedin iris Pain. List 'W..en-in, 15 mph es dented by tM Maori Hunimro Center. All trees Marron or ate wer, caused by winds less than TS mCh, mX be reset anal brdmtl by tt;e Cortracor at LMM 0 _Vitt V((0 m 0 0 0� CCCY//MQ�' O 3. Ou.OW,, fidad an the the Plant Lid are for estimating purposes. Contractor shall vents all n-a no adtlieanal rust b the Owner. 0 ,f) 0 quent:liea. Mulch,topsoil,ferUler,Hc. shell E. includM in the unit emtot bs Plants MULCH. 3'DEEP u 00 4.'ATare there is etlbcrehanryepingaantitles.plant minas. aizosa specifiwllms 2d. Typa'D'curbin5 and whml4tap, ala'.I the Drevbed in Ne V.U.A. Refer to paring and 0 a baween the plan plant Ilse an akes he plan tprccetlema. drdmga Betel ahwlfa Oebl of hype'D'curb and wheel sop. 3' BASIN FOR WATERING. �BACKFILLMI% AS SPECIFIED 2S. The aucce3duI bidder shall Nahth In the Owmr a unit pim breakdown fa all materials. EXISTING SOIL S. All planting bed, and avatar barns lm trees shall be cwared with a T minimum Jdplh OI Owner may, at its dismtion, add prdebn Item the materials utR,,N the unit prbe '.2The 1RAN FLUORESCENT A(p O shreddetl bawl Nar orgark: mulch gatle'B'or better. plus ono orwkdown submld.O. ORANGE MARKER 'SET 9 S. The Planting Plan ahall be Installed In complianae with all esisbng City rode, and applicable 26. No plant matenol cell W e=pt,d showing evidence of wW., slain marks, equipment scars, TRUNK FLAIR OR TOP ROOT 0'-2' ABGVE SURROUNDING FINISH GRADE, da ld reatrktlons. or otI -. damaged. UNTIE BURLAP 10 FROM BASE OF TRUNK/BALL TRIMOFROM T. SOD: All mass ml used for buildings, seM1icular use eroas, walks or planting beda ahall be 27. Plantmateral will not be amepted wnan the bat of earth summrd.ng Xs rods has Oeen CROWN. WIRE BASKETS REMOVE FROM TOP OF BALL AND ALL SYNTHETIC BURLAP gassed. Grassing shall°HanC Io any BbuXing street pave merit edge and bIna mean cracked. Iro aroth-,ine damaged. TO TO BE REMOVED COMPLETELY wand of a.w abating canal, lake or waterway. Sod to be grade'A' ..ad free. Al. areas marked be St. aline'Flo sod The Dry Fde sa 28. Red -prune ell Yeas a minimum of (8) weeks prbr b generg. 2- STAKE. TOP TORA aawn'shall Iarea shall b -d Grass' /'Pespalum Nctatum'. All and shall bB eel level tlgM and even along Math I MIN' 2' MIN BELOW FINISH GRADE pairing bads. he a Landscape mnlmcbr is resp�mibl. for prwidirg their cam ,Caere Imbge lakwgs end field 20. Tres t h II be ti b mod in the tooter of Ireeveg and have uniform a g gtli ce s a pcsi lied padn fund outside edges of endings. Install grates where indiwba m pans gush and leveled wRh BACKFILL WITH PLANTING SOIL. NOTE; verifies:bn b prod, l W%aod mverege of all areas specRetl - nuundng Pavement surtam. Install steel angle frame, in canasta Push and Iweletl with SET FOOTBALL ON UNDISTURBED SOIL. DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE surroundng paving sartem, maintain flush end leveled at all limes. 'TREES EFFORTS TO BE REMOVED IN 6 MONTHS FOR WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT 8. PLANTING SOIL'. All bees and aMuhs shall be plantetl with a minimum of 12'topsoll mound end bemaN lhenmtball. Minimum Id,ind shall be 03'1orgrouadrnvererea0, 4' fors- 30. All 18ndsmped Nam will W nigeted by an underground, eutoma0c, rust -bee i011 TREES AND 12 MONTHS FOR PAWS OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. grass Drees art 2- for sodded grss.-I eysem providing 100 %mvma0e and HO %sprayovedap. Tbesystemshallbetnainta.nedln gootl wooing order end designed b mlmmize webr on MpeMous services ontl rot overapray 9. Planting sell b bo a veed-he. rtiwWre of 50 %card. JO %muck, and 10 %Cenadlan peal. 'wakways. Ara in as deviceshall beinataled b override the iniginda'de or In. system when ad,quab OOHLIl her acmned. LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL PlphM ibis hl to em epanngwit es par debi6 PlanUna lbndfill air all Oroposed PI tP PIk gII 31.Had, mall ire height 2t' cal. and over PLANTING DETAIL mad mix win �e bMlb ati kRll material planted equal blha of all dumpstere bam(orm.m, nchadwlwdCmeNaMoher gro tslre. brig 8liy equipmentwembs res 0(10,, with 1OJ %sand alnme ordannm 10. Contractor is responsible for de!erminng all umiry lombons and inshling FaPlilies so as to 32. All pats rmlerial planted wghin ttq syh+distamu Nangb areas Isee phi} sf WI provide 11 {1Ly�n _ m; matkL All Camago to °see util:sl°s w Inpravamen5 wusetl by Crosson oral be ^obautxlad moss-vISICIIKy It a horizmhl level between 301rrches and 8 feet above etl)acent DQ L� 4nV(WYyJB8 Q,, repaired al nbe acauonal my m the ONOO., an -grad.. 0 GO 800 �IJn OIY O �� 11. Canhaclor;° Ini fy'S.mNm' at 1-BOD-638 09T (48) Ia- Piro m Oil for uMergrmnd atlity 6wtuns. 33. Nc renapy tress shall be planted within 15 leaf If. f9M pole. No palm spapies shall be planted wn ifM16feetdaligM role. p, QQoo^n(0a�� 8 W V W PROTECT TREE WITH 3,'4'O 12 Cmtraslor shall W re pondbin for PmNCing Aral grading of etl ass°det°d pI rig maw. 34nM , Omcover planings shall p oNda rat ass NAl an ]5 permit irrm°d ately upon painting and 100 permnl mverege -in 3 mmtM tiger pleading, DBL STRAND N0.12 GALVANIZED RUBBER HOSE GLIY bYIRE (MIN. 3 PER TREE) 13. AIMr final gale, area W be raced W 6' dapin and all rock and /oreign inorganic rmtenels 35. Trm patlen ba bmdcadea shell W Ided around °xiltn hors NM maybe impeded by p� 3* DEEP LAYER OF RED FLAGGING TAPE 0 ON BRACE APPROVED MULCH PLANT MATERIAL SHALL NOT BE WDEEP LAYER OF PRUNED PRIOR TO INSTALLATION APPROVED MULCH INSTALLED, removed and diwosed of perlpedy of! -site. plantinghobs machine dug hobs cell ml adverse:y aged the proposed nine -ion. Prior to any Don.-. a bee prot.ceon barrtmde inspedm shall W mndudld by the hndbPp armited, owner or gorembg munidpaliy. Referb hndacapa BACKFILL WITH PLANTING SOIL ep0 0 EACHAFTEPLANTPLANSHAVEBEEN g00 FOR UNIFORMITY, BE PRUNED 0 UNIFORMITY, 0,d or tlamage aMities or imDmvennMx (see note 8). inn -One. I... ). deb/finfree proservat':m baMwde lancing, (3 PER'-0'STAKE$ (3 PER TREE) BACKFILL WITH PLANTING SOIL D SETT FLAIR SETT ROOT 0'1'ABOVE 15.Noplungirt10 erry tree orPIT, ed. A.Iphn+s to he planted w/trunk Bair 36. Tree remwagrelomtion mrmils must be obtained for axistirg begs to be remo•retl or rebwled. SOIL BERM FOR WATERING BASIN FINISH SURROUNDING FINISH GRADE. GRADE g-bX, City asurtam root l0 %above grade (per Clry requirements). _ 16 Contractor s1aX sbke 8 guy all Irv., and palms al I'm° o! daMitg °a per the 31_ n ell mdeslrian areas, all trees and palms sM1eli be maldalned fo .lbw for clear parings at an 81mt dear trunk. T�r� II appropriate:1-1. CO.- I rewmaibb for the mantanaMu md:a raw,at all slaking end BOB d.rrg wmreny Perbd. 31L Oaan:ides shaven on tin plats at take precedwm wer arty discrepancies between the STAKES TO BE f a' - BELOW PIT IN EXISTING -' GRANULAR FILL MXISTINLR "' SOIL BERM FOR GRANULAR FIL I-� WATERING BASIN MXISTIN I II-III-11 1]. All parking islantls measurig less Nan ll feet (including curbs)due to taming radii plans and plant list SUBGRADE EXISTING GRADE EXISTING GRADE GRAD requiremen6snellhav°mct nerrleM installetl against lie Nll penmet.r of lhelsland. AN nnnr shall he.smvdad Hnm Islands I.. depth of 1112 red and NacMldad cell, N. 39.Pr°posedbe.I. shag net... a 3: l sbpe. 40, All phtds are to be top dressed with a minimum 3-layer 0 Mabl.uw m 10. EUwlh ibal UNEXCAVATED FOR SUPPORT 2%ROOTBALL SIZE POnflad plVA m male,« equal. kWbh +B-beyond phdini - 10 Ferilissr for Baas areas shall be NPK 1E+B 12.51bs/t000 s.f. or 545 bal.Me. 41, All Landswpo aroaa are b W provided with aabmnd sprir I. system which will na lde 'SET TRUNK FLAIR OR TOP ROOT O'-2' ABOVE SURROUNDING SEOF Nitrogen b0 % slow release aim& OnahTer b n.-tl semndety nO-nutriants. 100%taverag°and 100%I-, Allinigation Ries and head mnnectbns will be purple pp.. Sch 40 PVC BASETR. UNTIE BURLAP I FROM BASE BASKETS REMOVE BASKETS TS TO MONTHS REMOVED INS MONTHS FOR T12 FROM UPPOAND FROM CROWN, AND TREES TREES AND 12 MONTHS FOR PALMS 1R FROM TOP OF BALL AND ALL SYNTHETIC BURLAP 19 SUBSTITUTIONS AND CHANGES: AIL. aubsNutiensand cha approved nwrNng tiger snail the Wlbeinndel-in Atd- I Weancies between pb and TN,dspmifiwtlow shall NO brought b the immedleb attention cl the Amnited, the aw'ner ontl Tha Town of Gullstreem. 42. Trees In Lewn area area remivee 24•tlimmter mulched,emu al Ne base ofine trunk. TO BE REMOVED COMPLETELY WATERING: All Phil malarial shall b° watered m al emo of Planting is a with stand- 33. Rain rams Is required and shall he no over Wray many -walkways or sMevrzNs. MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL plant nnnm nh�°ha�°hi� oa�°�arddPPneededndthan On,,'°p`°`ipdat2mOtha. "a"`maae'a°' 4.C-Flarlamtat- WndamD.,:Ingatianaadbaanemm,alpanail. (2" cal. and under) PLANTING DETAIL 21EXISTINGMATERIAL.Ailau,bMnOaterlalshalt t°braughlbmnenlurywtledandards.all e.'sdag hedges mud W mati-POO as repared. 45.Tre.,a tnplented4'finmalandd,, a Wildylirna.Wrimnap- 11ha °ebbedfn-alldairy-,adaaair N.promaedbees in Ih.hVdara pe Basemen's prbrb 'BET TRUNK TOP ROOT 0'-2' 'oaildrg introit anC approval from dre Taw IT GUIfslream. O N IN ABOVE SURROUNDING FINISH GRADE UNTIE BURLAP FROM BASE OF ALL YL DRAINAGE EASEMENT: Wdben approve must bo ohai.md hem lawl w.@r mamgement GSNd prbn b plantltg within the d...... aemen!. 46. Landswpng N be Dear Tb' of hoot ontl fides and 4' belting all fire hytlrents, ya. CROWN. TRIM 1O FROM CROWN. WIRE BASKETS REMOVE BASKETS RE 1R FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 'TREE SUPPORTS TO BE REMOVED IN 5 MONTHS FOR TREES AND 12 MONTHS FOR PALMS TOE NAIL BRACE TO 2'14' WOOD BATTEN RE. FLAGGING TAPE ON BRACE h1ETAL STRAPS SECURING 4'MODWOOD BATTENS MIN MIN 5 A (3 TOTAL) 5lAVER5BURLAP DRIPLINE I 3DEEP LAYER OF NO EMRY APPROVED MULCH NO STORAGE � BACKFILL WITH PLANTING SOIL \ NO DRIP LINE BARRICADE OF ORANGE E SOIL BERM TO HOLD WATER ENCROACHMENT 'TENSOR' HIGH VISIBILITY MESH Ze2'r4' WOOD STAKE 4 4' HIGH FENCE AT DRIP LINE FENCE SUPPORTS SPACED S APPRT GRANULAR FILL 2-%4'zi 2- FOOT PAD FOR MATERIAL OR EXISTING GRADE :ABA RRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION SOFT SOIL CONDITIONS SUCH AS SAND, BURIED THE BARRIER SHALL EXTEND TO THE DRIPLINE. - THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS 3 FT BELOW GRACE UNEXCAVATED FORSUPPORT -CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL 'SET TRUNK FWft OR TOP ROOT 0'-2' ABOVE SURROUNDING FINISH GRADE. 0l10 UNTIE BURLAP 1r3 FROM BASE OF TRUNK/BALL /1 sr11r0n JR FN MTOMCR04VN,WIREBASYNTH REMOVE iR FROM TOVED BALLANELY SYNTHETIC BURLAP `O9Y`A1y(u`�id(.[j0_I(YVVIL(7)!-Nor EREMOVED COMPLETELY - Og0 $0DO 0 �,(I O 0 ,0y{Yy{Y 8 bo �P� PROTECT TREE WITH 3/4'O DBL. STRAND NO 12 GALVANIZED RUBBER HOSE GUY WIRE MIN.3 PER TREE 0_ 3'OEEP LAVER OF V RED FLAGGING TAP 0 APPROVED MULCH ON BRACE BACKFILL WITH PLANTING SOIL BARRRR Lam IelES ®uRi SOIL BERM FOR WATERING BASIN 2'x4'XB'-0' STAKE STAKES TO BE 18' _ - RAIF BELOW PIi 1N ISGNULAR FILL L_; MATERIAL OR BUBGRADE 'T EXISTING GRADE 1�S?g5: sunshine state UNEXCMRSU PORTATED 9" BALL 9" FOR SUPPORT f. ML ROOT BINilS 9WL E Y ISN1Y fAdt ALL Dry FAWLi6 NOTES ONE CALL 'PLANTING HOLES TO BE?TIMES THE DIAMETER OF ROOT BALL 'TREE SUPPORTS TO BE REMOVED 1N 6 MONTHS FOR 4ENAq p tip N�adeq aLm.HD,Yem � CRY pill t W Ll.'� It1 ROOT BaAlOFlm �� F%IFIO m 10 RrpsfLB w4bc t ��el" e,v ..w a NLRrF4dR i w ROOT B.VaUA q +Igp. o f f I o r i d a AT THE SURFACE AND 2 TIMES THE DIAMETER OF BOOT BALL TREES AND 12 MONTHS FOR PALMS AT THE BOTTON4'DEPTH PER CITY REQUIREMENTS > g0o! OaN�9 dIML 8e 1�1Y ]e' CEID� NCL.OE ��rr�wRY_IgK'. RITEt e.VtlrmtS AINIKpwdK aX'pNFtg R1 Know WF7Ofr5 below. `ewymilKss""'Ls,,,Lff,eT„un Call before yo SMALL TREE \� I e (2r cal. and under) PLANTING DETAIL TYPICAL TREE NTH ROOT BARRIER LD 1.1 1 TYPICAL TREE WITHOUT ROOT BARRIER LID 1.2 TOWN OF GULF STREAM BALANCE SHEET & CASH & BUDGET REPORT Unaudited As of September 30, 2021 TABLE OF CONTENTS SECTION PAGE(S) Last Fiscal Period Summary and Highlights........................................................................... 1 CashBalance Sheet..................................................................................................................... 2-3 Budget Report, General Fund............................................................................................................... 4-8 BudgetReport, Water Fund................................................................................................ 9-10 Budget Report, Undergrounding Fund.................................................................................... 11-12 Budget Report, Penny Sales Tax Fund................................................................................... 13 September 30, 2021, Financial Highlights • September was the last month in Fiscal Year 2021 • All TRIM reports have been submitted to the Florida Department of Revenue and the PBC Tax Collector • A resolution to increase certain capital budgets will be presented in November for Commission approval. These negative variances were anticipated due to the Smart Meter installation and the construction phase of the Al watermain project. • Revenues for Fiscal Year 2021 will continue to be received through the month of November, we are projected to exceed budgeted revenues for Fiscal Year 2021 • Due to complications with the Smart Meter installation process, the Water Consumption Report could not be generated in time to be included in this set of Financial Statements. -I- Assets Cash - Oper Account Cash - P/R Account Cash - Operating MMA Cash - Flagler Bank CD Seacoast National Bank CD Synovus (Florida Community Bank) CD BankUnited CD Cash-ARPA Federal Grant Cash - Petty Cash Accounts Receivable - Garbage Miscellaneous Receivable Due From Water Fund Inventories Prepaid Other Penny Sales Tax MMA Underground Proj Pymt Fund - Checking Cash - Suntrust MMA Assessment Receivable Delinq. Assessment Recievable Cash-Flagler Bank Water Utility Savings Accounts Receivable - Water Accounts Receivable - unbilled Accounts Receivable - Reserves Admin/Iate Fee Revenue Accounts Receivable-Backflow Preventer Test Less: Allowance - Water Improvements Other Than Bldg. Accum. Deprec.-Imp Other T Bld Equipment and Furniture Accumulated Depr - Equip/ Furn Construction in Process Town of Gulf Stream Balance Sheet September 30, 2021 General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 $101,962.37 $0.00 $0.00 $0.00 $0.00 $7,445.35 $0.00 $0.00 $0.00 $0.00 $6,690,239.31 $0.00 $0.00 $0.00 $0.00 $278,153.41 $0.00 $0.00 $0.00 $0.00 $289,883.14 $0.00 $0.00 $0.00 $0.00 $251,450.50 $0.00 $0.00 $0.00 $0.00 $3,283.11 $0.00 $0.00 $0.00 $0.00 $246,671.00 $0.00 $0.00 $0.00 $0.00 $200.00 $0.00 $0.00 $0.00 $0.00 $10,036.91 $0.00 $0.00 $0.00 $0.00 ($408.35) $0.00 $0.00 $0.00 $0.00 $191,508.91 $0.00 $0.00 $0.00 $0.00 $7,804.76 $0.00 $0.00 $0.00 $0.00 $5,788.08 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $13,318.06 $0.00 $0.00 $0.00 $13,619.88 $0.00 $0.00 $0.00 $0.00 $5,143.95 $0.00 $0.00 $0.00 $0.00 $241,487.02 $0.00 $0.00 $0.00 $0.00 $0.04 $0.00 $0.00 $0.00 $1,849,132.48 $0.00 $0.00 $0.00 $0.00 $36,474.37 $0.00 $0.00 $0.00 $0.00 $8,136.00 $0.00 $0.00 $0.00 $0.00 $5,296.23 $0.00 $0.00 $0.00 $0.00 ($2,706.67) $0.00 $0.00 $0.00 $0.00 $9,040.15 $0.00 $0.00 $0.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $0.00 $2,658,921.72 $0.00 $0.00 $0.00 $0.00 ($1,160,436.92) $0.00 $0.00 $0.00 $0.00 $200,721.86 $0.00 $0.00 $0.00 $0.00 ($95,208.44) $0.00 $0.00 $0.00 $0.00 $600,512.20 $0.00 $0.00 $0.00 -2- HRA Custodial Fund Account Total Assets Liabilities and Fund Balance Liabilities Accounts Payable Accrued Compensated Absences ICMA 401 8% Retirement Deduct Other Insurance Deductions Deposit:Damage Bond/Plans PST Accounts Payable Deferred Revenue Accounts Payable Due to General Fund Water Accrued Wages Payable Accrued Compensated Absences Water Accrued Retirement Payable Deferred Revenue HRA Liability Total Liabilities Fund Balance Reserve for Dredging Fund Balance Fund Balance Fund Balance Retained Earnings - Unreserved Retained Earnings - Reserved R/E Reserved For D/S and R & R Total Fund Balance Total Liabilities and Fund Balance General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101 HRA Custodial Fund 601 $0.00 $0.00 $0.00 $0.00 $177,328.04 $8,084,018.50 $4,084,882.98 $260,250.89 $13,318.06 $177,328.04 $21,533.10 $0.48 $253,875.64 ($348.21) $80,000.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $98,068.51 $191,508.91 $0.13 $1,095.45 ($5,534.89) $4,260.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $241,487.02 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $355,061.01 $289,398.11 $241,487.02 $17,820.00 $0.00 $7,711,137.49 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,381,851.73 $0.00 ($124,282.84) $0.00 $537,915.98 $7,728,957.49 $3,795,484.87 $0.00 $0.00 $0.00 $0.00 $0.00 (S 160,400.00) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ($160,400.00) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $177,328.04 $177,328.04 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $173,718.06 $0.00 $18,763.87 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $18,763.87 $8,084,018.50 $4,084,882.98 $260,250.89 $173,718.06 $0.00 $13,318.06 $177,328.04 -3- Town of Gulf Stream Income Statement General Fund as of September 30, 2021 Current Month YTD Actual Budget Variance Actual Budget Variance 2021 Budget Revenues Property Taxes Ad Valorem Taxes - Current $0.00 $385,150.42 ($385,150.42) $0.00 $4,626,948,00 ($4,626,948.00) $4,626,948.00 Early Payment Discount -Ad Valo $0.00 ($13,750.00) $13,750.00 $0.00 ($167,000.00) $167,000.00 Interest on Tax Collection $0.00 $125.00 ($125.00) $0.00 $2,500.00 ($2,500.00) $2,500.00 Total Property Taxes $0.00 $371,525.42 ($371,525.42) $0.00 $4,462,448.00 ($4,462,448.00) $4,462,448.00 Fines Judgements and Fines $53.47 $100.00 ($46.53) $0.00 $5,000.00 ($5,000.00) $5,000.00 Violations of Local Ordinances $1,485.00 $208.34 $1,276.66 $0.00 $2,500.00 ($2,500.00) $2,500.00 $1,538.47 $308.34 $1,230.13 $0.00 $7,500.00 ($7,500.00) $7,500.00 Permits Zoning/Code Review Fees $12,130.00 $5,833.34 $6,296.66 $0.00 $85,000.00 ($85,000.00) $85,000.00 Inspection Fee $0.00 $25,000.00 ($25,000.00) $0.00 $300,000.00 ($300,000.00) $300,000.00 $12,130.00 $30,833.34 ($18,703.34) $0.00 $385,000.00 ($385,000.00) $385,000.00 Registrations County Business Tax $2,044.46 $133.34 $1,911.12 $0.00 $1,600.00 ($1,600.00) $1,600.00 $2,044.46 $133.34 $1,911.12 $0.00 $1,600.00 ($1,600.00) $1,600.00 State & County Local Option Fuel Tax R&S $2,938.23 $2,416.67 $521.56 $0.00 $34,000.00 ($34,000.00) $34,000.00 FL Revenue Sharing $2,126.39 $1,837.00 $289.39 $0.00 $22,000.00 ($22,000.00) $22,000.00 FL Rev Sharing -Alcoholic Bev $0.00 $37.00 ($37.00) $0.00 $400.00 ($400.00) $400.00 Local Government 1/2c Sales Tx $7,695.15 $5,750.00 $1,945.15 $0.00 $75,000.00 ($75,000.00) $75,000.00 Fuel Tax Refund $0.00 $112.00 ($112.00) $0.00 $1,300.00 ($1,300.00) $1,300.00 Recycle Revenue Sharing $0.00 $4.17 ($4.17) $0.00 $100.00 ($100.00) $100.00 $12,759.77 $10,156.84 $2,602.93 $0.00 $132,800.00 ($132,800.00) $132,800.00 Interest Interest On Investment $3,648.65 $4,166.67 ($518.02) $0.00 $70,000.00 ($70,000.00) $70,000.00 $3,648.65 $4,166.67 ($518.02) $0.00 $70,000.00 ($70,000.00) $70,000.00 Franchises Franchise Fees - FPL $14,418.04 $9,833.34 $4,584.70 $0.00 $141,000.00 ($141,000.00) $141,000.00 Franchise Fees - Gas $0.00 $316.67 ($316.67) $0.00 $5,000.00 ($5,000.00) $5,000.00 -4- Local Communication Svc Tax Communications Services Tax Garbage Collection Fees Garbage Collection Fee Utility Service Tax Utility Service Tax - Electric Utility Service Tax - Gas Utility Service Tax - Propane Contributions and Donations Contributions - Community Grants Federal Grants - Other Total Grants Other Certification, Copies, Misc Ot Clerk's Charges & Fees Other Contractual Agreements Other Miscellaneous Revenue Operating Transfer Total Revenues Expenditures Admin & General Executive Salaries Regular Salaries - Admin Contingency - Miscellaneous Overtime- Admin FICA Taxes Retirement Contributions Life and Health Insurance Legal Services -Planning Board Current Month yTp Actual Budget Variance Actual Budget Variance 2021 Budget $14,418.04 $10,150.01 $4,268.03 $0.00 $146,000.00 ($146,000.00) $146,000.00 $4,250.44 $4,750.00 ($499.56) $0.00 $60,000.00 ($60,000.00) $60,000.00 $0.00 $19,843.16 $2,748.93 $60.20 $22,652.29 $0.00 $0.00 $246,671.00 $246,671.00 $310.00 $32.50 $0.00 $0.00 $0.00 $16,000.00 $3,843.16 $1,087.00 $1,661.93 $18,174.00 $4,478.29 $0.00 $0.00 $0.00 $0.00 $1,000.00 ($1,000.00) $0.00 $1,000.00 ($1,000.00) $0.00 $0.00 $246,671.00 $0.00 $0.00 $246,671.00 $0.00 $212.00 $98.00 $0.00 $62.00 ($29.50) $0.00 $1,250.00 ($1,250.00) $0.00 $16.67 ($16.67) $0.00 $51,540.67 $320,455.62 $515,738.63 ($195,283.01) $0.00 $200,000.00 ($200,000.00) $200,000.00 $13,000.00 ($13,000.00) $13,000.00 $13,000.00 ($13,000.00) $13,000.00 $226,000.00 ($226,000.00) $226,000.00 $12,000.00 ($12,000.00) $12,000.00 $12,000.00 ($12,000.00) $12,000.00 $246,671.00 ($246,671.00) $246,671.00 $246,671.00 ($246,671.00) $246,671.00 $2,500.00 ($2,500.00) $2,500.00 $1,000.00 ($1,000.00) $1,000.00 $15,000.00 ($15,000.00) $15,000.00 $500.00 ($500.00) $500.00 $0.00 $0.00 $0.00 $17,567.24 $9,945.42 ($7,621.82) $0.00 $140,400.00 $140,400.00 $140,400.00 $45,214.37 $34,528.25 ($10,686.12) $0.00 $440,090.00 $440,090.00 $440,090.00 $0.00 $6,250.00 $6,250.00 $0.00 $361,780.00 $361,780.00 $361,780.00 $205.88 $424.00 $218.12 $0.00 $5,000.00 $5,000.00 $5,000.00 $4,803.08 $3,179.17 ($1,623.91) $0.00 $41,730.00 $41,730.00 $41,730.00 $18,760.72 $7,715.75 ($11,044.97) $0.00 $101,140.00 $101,140.00 $101,140.00 $265.52 $9,532.50 $9,266.98 $4,932.15 $114,317.00 $109,384.85 $114,317.00 $0.00 $491.67 $491.67 $0.00 $0.00 $0.00 $0.00 -5- Current Month y'1'p Actual Budget Variance Actual Budget Variance 2021 Budget Misc. Prof Svcs.- Building Inspections $0.00 $25,000.00 $25,000.00 $0.00 $300,000.00 $300,000.00 $300,000.00 Misc Prof Svcs - TH $6,294.15 $4,333.34 ($1,960.81) $0.00 $50,000.00 $50,000.00 $50,000.00 Accounting and Auditing Fees $10.00 $1,666.67 $1,656.67 $0.00 $17,000.00 $17,000.00 $17,000.00 Property Trash Removal/ Mowing $0.00 $250.00 $250.00 $0.00 $5,000.00 $5,000.00 $5,000.00 Travel and Per Diem - TH $0.00 $375.00 $375.00 $0.00 $7,000.00 $7,000.00 $7,000.00 Communication -TH $262.87 $1,250.00 $987.13 $594.54 $16,000.00 $15,405.46 $16,000.00 Postage $95.74 $291.67 $195.93 $0.00 $4,000.00 $4,000.00 $4,000.00 Electric - TH $733.37 $750.00 $16.63 $0.00 $9,000.00 $9,000.00 $9,000.00 Water $50.45 $1,666.67 $1,616.22 $0.00 $20,000.00 $20,000.00 $20,000.00 Rental and Lease Expense $414.18 $291.67 ($122.51) $0.00 $7,000.00 $7,000.00 $7,000.00 Insurance - Liab/Prop/WC $0.00 $15,416.67 $15,416.67 $53,584.25 $166,168.00 $112,583.75 $166,168.00 Flood Insurance $0.00 $583.34 $583.34 $7,030.00 $7,000.00 ($30.00) $7,000.00 Building Maintenance -TH $1,479.70 $1,666.67 $186.97 $1,750.00 $20,000.00 $18,250.00 $20,000.00 Lawn Maintenance $837.00 $1,000,00 $163.00 $0.00 $8,000.00 $8,000.00 $8,000.00 Bird Sanctuary Maintenance $0.00 $208.34 $208.34 $0.00 $4,000.00 $4,000.00 $4,000.00 Office Eq/Supp/Computer - TH $1,838.43 $7,924.00 $6,085.57 $30.00 $40,000.00 $39,970.00 $40,000.00 Printing and Binding - TH $761.23 $708.34 ($52.89) $0.00 $5,000.00 $5,000.00 $5,000.00 Provision for Bad Debt $0.00 $0.00 $0.00 $0.00 $500.00 $500.00 $500.00 Legal Advertisement & Other $210.00 $416.67 $206.67 $0.00 $6,500.00 $6,500.00 $6,500.00 Office Supplies $645.27 $333.34 ($311.93) $0.00 $4,000.00 $4,000.00 $4,000.00 Books, Membership, Training - TH $219.00 $916.67 $697.67 $70.00 $15,000.00 $14,930.00 $15,000.00 Capital Outlay - TH $23,416.99 $7,500.00 ($15,916.99) $0.00 $132,500.00 $132,500.00 $132,500.00 $124,085.19 $144,615.82 $20,530.63 $67,990.94 $2,048,125.00 $1,980,134.06 $2,048,125.00 Fire Fire Control Contract Services $45,676.30 $45,677.17 $0.87 $0.00 $575,533.00 $575,533.00 $575,533.00 Misc. Repair and Maintenance $495.00 $87.00 ($408.00) $0.00 $1,000.00 $1,000.00 $1,000.00 $46,171.30 $45,764.17 ($407.13) $0.00 $576,533.00 $576,533.00 $576,533.00 Police Executive Salaries $13,890.34 $10,877.17 ($3,013.17) $0.00 $136,350.00 $136,350.00 $136,350.00 Regular Salaries - Police Offi $72,668.22 $79,650.42 $6,982.20 $0.00 $955,516.00 $955,516.00 $955,516.00 Overtime - Police $171.57 $1,250.00 $1,078.43 $0.00 $15,000.00 $15,000.00 $15,000.00 Incentive Pay $884.60 $1,190.00 $305.40 $0.00 $14,280.00 $14,280.00 $14,280.00 FICA Taxes $6,702.47 $6,748.09 $45.62 $0.00 $80,387.00 $80,387.00 $80,387.00 Retirement Contributions $33,555.64 $17,244.92 ($16,310.72) $0.00 $202,793.00 $202,793.00 $202,793.00 Life and Health Insurance $533.71 $0.00 ($533.71) $0.00 $0.00 $0.00 $0.00 Life and Health Insurance ($341.72) $20,653.75 $20,995.47 $12,258.98 $247,686.00 $235,427.02 $247,686.00 Misc Prof Svcs - PD $93.00 $168.59 $75.59 $0.00 $28,500.00 $28,500.00 $28,500.00 -6- Current Month yTD Actual Budget Variance Actual Budget Variance 2021 Budget Dispatch Service Contract $0.00 $4,972.17 $4,972.17 $0.00 $62,351.00 $62,351.00 $62,351.00 Travel and Per Diem -PD $0.00 $150.00 $150.00 $0.00 $1,800.00 $1,800.00 $1,800.00 Communication -PD $585.62 $583.34 ($2.28) $0.00 $10,000.00 $10,000.00 $10,000.00 Electric - PD $282.00 $250.00 ($32.00) $0.00 $3,500.00 $3,500.00 $3,500.00 Water-PD $25.52 $30.00 $4.48 $0.00 $400.00 $400.00 $400.00 Rental and Lease Expense-PD $132.61 $166.67 $34.06 $0.00 $2,000.00 $2,000.00 $2,000.00 Building Maintenance - PD $730.18 $424.00 ($306.18) $289.56 $10,000.00 $9,710.44 $10,000.00 Vehicle Maintenance $452.00 $833.34 $381.34 $0.00 $12,000.00 $12,000.00 $12,000.00 OfficeEq/Supp/Computer -PD $638.28 $1,000.00 $361.72 $30.00 $13,000.00 $12,970.00 $13,000.00 Printing and Binding - PD $25.86 $125.00 $99.14 $0.00 $1,500.00 $1,500.00 $1,500.00 Uniform Cleaning $0.00 $321.59 $321.59 $0.00 $5,000.00 $5,000.00 $5,000.00 Office Supplies $82.12 $125.00 $42.88 $0.00 $2,000.00 $2,000.00 $2,000.00 Fuel $1,947.08 $2,916.67 $969.59 $0.00 $35,000.00 $35,000.00 $35,000.00 Uniforms & Equipment $3,710.88 $625.00 ($3,085.88) $0.00 $12,000.00 $12,000.00 $12,000.00 Books, Memberships, Training - PD $250.00 $250.00 $0.00 $0.00 $5,000.00 $5,000.00 $5,000.00 Capital Outlay -PD $1,025.00 $11,083.34 $10,058.34 $0.00 $123,232.00 $123,232.00 $123,232.00 $138,044.98 $161,639.06 $23,594.08 $12,578.54 $1,979,295.00 $1,966,716.46 $1,979,295.00 Streets Regular Salaries - Streets $6,551.06 $6,750.67 $199.61 $0.00 $83,929.00 $83,929.00 $83,929.00 Overtime - Streets $52.65 $166.67 $114.02 $0.00 $3,500.00 $3,500.00 $3,500.00 FICA Taxes $456.73 $529.25 $72.52 $0.00 $6,574.00 $6,574.00 $6,574.00 Retirement Contributions $2,799.00 $1,272.84 ($1,526.16) $0.00 $15,885.00 $15,885.00 $15,885.00 Life and Health Insurance ($684.07) $1,588.75 $2,272.82 $2,645.57 $19,053.00 $16,407.43 $19,053.00 Misc Prof Svcs - Streets $600.00 $1,250.00 $650.00 $0.00 $10,000.00 $10,000.00 $10,000.00 Communication - Streets $40.42 $83.34 $42.92 $0.00 $1,000.00 $1,000.00 $1,000.00 Electric - Streets $1,915.41 $1,666.67 ($248.74) $0.00 $20,000.00 $20,000.00 $20,000.00 Rental and Lease Expense $0.00 $83.34 $83.34 $0.00 $5,000.00 $5,000.00 $5,000.00 Vehicle Maintenance- Streets $0.00 $230.34 $230.34 $0.00 $5,000.00 $5,000.00 $5,000.00 Misc. Repair and Maintenance $45.00 $1,500.00 $1,455.00 $0.00 $20,000.00 $20,000.00 $20,000.00 Misc.Other -NPDES $0.00 $750.00 $750.00 $0.00 $10,000.00 $10,000.00 $10,000.00 Operating Supplies $923.34 $416.67 ($506.67) $0.00 $7,000.00 $7,000.00 $7,000.00 Uniforms & Equipment $0.00 $87.00 $87.00 $0.00 $1,200.00 $1,200.00 $1,200.00 Road Materials and Supplies $0.00 $416.67 $416.67 $0.00 $13,000.00 $13,000.00 $13,000.00 CapitalOutlay- Streets $0.00 $27,266.25 $27,266.25 $0.00 $194,160.00 $194,160.00 $194,160.00 $12,699.54 $44,058.46 $31,358.92 $2,645.57 $415,301.00 $412,655.43 $415,301.00 Legal Regular Salaries - Legal $12,322.24 $9,701.09 ($2,621.15) $0.00 $120,989.00 $120,989.00 $120,989.00 -7- Current Month YTD FICA Taxes - Legal Retirement Contributions - Legal Life and Health Insurance - Legal Contracted Legal Services Travel and Per Diem -Legal Communication - Legal Postage- Legal Printing and Binding - Legal Office Supplies - Legal Books, Membership, Training - Legal Total Sanitation Garbage Contract Services Misc. Trash Disposal Total Sanitation Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) Actual Budget Variance Actual Budget Variance 2021 Budget $942,65 $742.17 ($200.48) $0.00 $9,256.00 $9,256.00 $9,256.00 $4,562.76 $1,994.67 ($2,568.09) $0.00 $24,893.00 $24,893.00 $24,893.00 $101.64 $1,588.75 $1,487.11 $1,232.89 $19,053.00 $17,820.11 $19,053.00 $6,957.25 $95,833.34 $88,876.09 $0.00 $550,000.00 $550,000.00 $550,000.00 $0.00 $83.34 $83.34 $0.00 $1,500.00 $1,500.00 $1,500.00 $0.00 $58.34 $58.34 $0.00 $700.00 $700.00 $700.00 $0.00 $10.42 $10.42 $0.00 $100.00 $100.00 $100.00 $0.00 $4.17 $4.17 $0.00 $100.00 $100.00 $100.00 $0.00 $4.17 $4.17 $0.00 $200.00 $200.00 $200.00 $228.98 $333.34 $104.36 $0.00 $5,000.00 $5,000.00 $5,000.00 $25,115.52 $110,353.80 $85,238.28 $1,232.89 $731,791.00 $730,558.11 $731,791.00 $13,595.31 $13,462.00 ($133.31) $0.00 $168,814.00 $168,814.00 $168,814.00 $0.00 $650.00 $650.00 $0.00 $7,000.00 $7,000.00 $7,000.00 $13,595.31 $14,112.00 $516.69 $0.00 $175,814.00 $175,814.00 $175,814.00 $359,711.84 $520,543.31 $160,831.47 $84,447.94 $5,926,859.00 $5,842,411.06 $5,926,859.00 ($39,256.22) ($4,804.68) ($34,451.54) ($84,447.94) ($140.00) ($84,307.94) ($140.00) ($39,256.22) ($4,804.68) ($34,451.54) ($84,447.94) ($140.00) ($84,307.94) ($140.00) -9- Revenues Water Sales Water Sales Total Water Sales Reserve Fees Reserves Fees Total Reserve Fees Interest Interest On Investment Other Impact Fees -Physical Environm Water Fund Balance Transfer In Backflow Preventer Test - Revenue Backflow Preventer Test Sale Total Total Revenues Expenditures Water Purchased Water Purchased - Commodity Water - Capacity Water Purchased -Meter Charge Backflow Preventer Testing Total Water Purchased Other Expenses Regular Salaries - Water Overtime - Water FICA Taxes Town of Gulf Stream Income Statement Water Fund as of September 30, 2021 Current Month Actual Budget Variance ($2,526.04) $87,500.00 ($90,026.04) ($2,526.04) $87,500.00 ($90,026.04) o on v i ?Sn on (ei 1 )sn om $987.62 $987.62 MEfiMA $570.95 $570.95 YTD Actual Budget Variance 2021 Budget $0.00 $1,050,000.00 ($1,050,000.00) $1,050,000.00 $0.00 $1,050,000.00 ($1,050,000.00) $1,050,000.00 $0.00 $135,000.00 ($135,000.00) $135,000.00 $0.00 $135,000.00 ($135,000.00) $135,000.00 .�n nn in non no rein nnn nn) Tin nnn nn aU.Uu ru.uu SU.00 $0.00 $5,000.00 ($5,000.00) $5,000.00 $0.00 $14,250.00 ($14,250.00) $0.00 $0.00 $0.00 $0.00 $0.00 $14,250.00 ($14,250.00) $0.00 $5,000.00 ($5,000.00) $5,000.00 $8,435.15 $500.00 $7,935.15 $0.00 $9,452.00 ($9,452.00) $9,452.00 $8,435.15 $500.00 $7,935.15 $0.00 $9,452.00 ($9,452.00) $9,452.00 $6,896.73 $113,916.67 ($107,019.94) $0.00 $1,209,452.00 ($1,209,452.00) $1,209,452.00 $74,528.10 $53,541.67 ($20,986.43) $2,022.05 $2,500.00 $477.95 $7.36 $8.34 $0.98 $8,600.15 $500.00 ($8,100.15) $85,157.66 $56,550.01 ($28,607.65) $6,919.68 $4,576.09 ($2,343.59) $0.00 $424.00 $424.00 $529.35 $382.00 ($147.35) $0.00 $675,000.00 $675,000.00 $675,000.00 $0.00 $22,100.00 $22,100.00 $22,100.00 $0.00 $100.00 $100.00 $100.00 Vn nn O0 4,)s no T4 4)s nn 'to d?S nn 11U.UU �,5"/,U29.UU �S5"/,029.00 $57,029.00 $0.00 $5,000.00 $5,000.00 $5,000.00 S0.00 $4,746.00 $4,746.00 $4,746.00 -9- Actual Retirement Contributions $1,177.16 Life and Health Insurance $28.66 GIS/Mapping $0.00 Water Sampling & Testing $2,610.00 Repair Services $0.00 Software Maintenance Contract $0.00 Communication $0.18 Postage $0.00 Electric - Chlorinator $16.52 Rental and Lease Expense $0.00 Insurance- Liab/Prop/WC $0.00 Vehicle Maintenance- Water $0.00 Printing and Binding $0.00 Provision for Bad Debt $0.00 Misc. Operating Supplies $15.98 General Office Supplies $0.00 Uniforms & Equipment $0.00 Books, Membership, Training -Water $0.00 Depreciation Expense $0.00 Renewal & Replacement Expense $0.00 Capital Outlay- Water $34,894.40 Total Other Expenses $46,191.93 Total Expenditures $131,349.59 Net Revenue (Deficit) NET SURPLUS/(DEFICIT) Town of Gulf Stream Income Statement Water Fund as of September 30, 2021 Current Month Budget $922.50 $1,588.75 $416.67 $674.00 $1,125.42 $875.00 $83.34 $87.00 $107.09 $166.67 $3,916.67 $166.67 $16.67 $2,000.00 $916.67 $41.67 $83.34 $83.34 $5,837.00 $1,337.00 $33,398.17 Variance ($254.66) $1,560.09 $416.67 ($1,936.00) $1,125.42 $875.00 $83.16 $87.00 $90.57 $166.67 $3,916.67 $166.67 $16.67 $2,000.00 $900.69 $41.67 $83.34 $83.34 $5,837.00 $1,337.00 ($1,496.23) YTD Actual Budget Variance 2021 Budget $0.00 $11,512.00 $11,512.00 $11,512.00 $1,219:85 $19,053.00 $17,833.15 $19,053.00 $0.00 $5,000.00 $5,000.00 $5,000.00 $0.00 $8,000.00 $8,000.00 $8,000.00 $0.00 $13,505.00 $13,505.00 $13,505.00 $0.00 $10,000.00 $10,000.00 $10,000.00 $0.00 $1,500.00 $1,500.00 $1,500.00 $0.00 $1,500.00 $1,500.00 $1,500.00 $0.00 $500.00 $500.00 $500.00 $0.00 $4,000.00 $4,000.00 $4,000.00 $0.00 $55,500.00 $55,500.00 $55,500.00 $0.00 $3,000.00 $3,000.00 $3,000.00 $0.00 $500.00 $500.00 $500.00 $0.00 $3,880.00 $3,880.00 $3,880.00 $0.00 $16,000.00 $16,000.00 $16,000.00 $0.00 $1,000.00 $1,000.00 $1,000.00 $0.00 $2,000.00 $2,000.00 $2,000.00 $0.00 $2,000.00 $2,000.00 $2,000.00 $0.00 $145,000.00 $145,000.00 $145,000.00 $0.00 $5,000.00 $5,000.00 $5,000.00 $0.00 $138,852.00 $138,852.00 $138,852.00 $59,225.73 ai�,v33.av $1,219.85 $514,077,00 $512,857.15 $514,077.00 $115,775.74 ($15,573.85) $1,219.85 $1,220,702.00 $1,219,482.15 $1,220,702.00 ($124,452.86) ($1,859.07) ($122,593.79) ($1,219.85) ($11,250.00) $10,030.15 ($11,250.00) ($124,452.86) ($1,859.07) ($122,593.79) ($1,219.85) ($11,250.00) $10,030.15 ($11,250.00) -10- Town of Gult Stream Income Statement Undergrounding Fund as of September 30, 2021 Current Month YTD Actual Actual Revenues Non -Ad Velorem Taxes Ad Valorem Taxes - Current $0.00 $0.00 Early Payment Discount -Ad Valo $0.00 $0.00 NAV Taxes - Fees $0.00 $0.00 Total Non- Ad Velorem Taxes $0.00 $0.00 Interest Interest On Investment $0.15 $51.19 $0.15 $51.19 Other Assessment Revenues $0.00 $282,614.78 Interest On Investment $0.15 $51.19 Interest Revenue on Assessment $0.00 $260.50 Admin Fee Revenue $0.00 $0.00 Refund Prior Yr Expenditure $0.00 $0.00 Miscellaneous Revenue $0.00 $0.00 $0.15 $282,926.47 Total Revenues $0.30 $282,977.66 Expenditures All Expenses GIS/Mapping $0.00 $0.00 Engineering Fees $0.00 $0.00 Prof Svcs - Design Survey Work $0.00 $0.00 Prof Svcs - Project Management $0.00 $0.00 Prof Svcs - Const Survey Work $0.00 $0.00 Prof Svcs - Project Admin $0.00 $0.00 Prof Svcs - Assessment Consult $0.00 $0.00 Accounting and Auditing Fees- UG $0.00 $50.00 Cent Svcs - FPL Fees $0.00 $0.00 Cent Svcs - Street Light Syste $0.00 $0.00 Cent Svcs - UG Construction $0.00 $0.00 -11- i own of twit stream Income Statement Undergrounding Fund as of September 30, 2021 Current Month Actual Cont Svcs - Pre Const Landscap Cont Svcs - Post Const Landsca Cont Svcs - AT&T Fees Cont Svcs - Comcast Fees Legal Advertisement & Other Discount County Admin Fee Misc. Expenses Debt Service - Principal Debt Service - Interest Total Other Expenses Total Expenditures Net Revenue (Deficit) NET SURPLUS/(DEFICIT) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.30 $0.30 YTD Actual $0.00 $0.00 $365,000.00 $0.00 $0.00 $9,466.71 $2,652.45 $0.00 $258,247.42 $10,909.51 $646,326.09 $646,326.09 ($363,348.43) ($363,348.43) -12- Town of Gulf Stream Income Statement Penny Sales Tax Fund as of September 30, 2021 YTD Actual Budget FY 2021 Budget Variance Revenues Discretionary Infrastructure Tax $0.00 $50,000.00 $50,000.00 ($50,000.00) Interest On Investment $0.00 $250.00 $250.00 ($250.00) PST Balance Transfer In $0.00 $49,750.00 $49,750.00 ($49,750.00) Total Revenues $0.00 $100,000.00 $100,000.00 ($100,000.00) Expenses PST Fund Contingency - Miscellaneous $0.00 $0.00 $0.00 $0.00 Infrastructure Capital Outlay $0.00 $100,000.00 $100,000.00 $100,000.00 Total Expenses $0.00 $100,000.00 $100,000.00 $100,000.00 BEGINNING FUND BALANCE $173,718.06 $0.00 $0.00 $173,718.06 NET SURPLUS/(DEFICIT) $0.00 $0.00 $0.00 $0.00 ENDING FUND BALANCE $173,718.06 $0.00 $0.00 $173,718.06 -13- TOWN OF GULF STREAM WATER USAGE REPORT Unaudited As of September 30, 2021 TABLE OF CONTENTS SECTION PAGE(S) Comparative Water Use By Consumer By Year ....................................... Water Usage Chart Analysis...................................................................... 2 Q W m W' 2', M, Z' 40 LLI U U) m In J N 0 W LLI F— w a Q a 2 O V o- o o _._o. o o o--o o 0 O C: O O O p: q: D O LLJ � c Ln :ct. O C. M :Cb� M ;O6 N f`: C) O O ice. r-� . CM .MN .N' (O .O. Q (V: w W ) } o � 00 LL LL = 0- (O -c- (0 (N M €b V .- M 4 O C,O N U W O co 6 Wiiy- Ln N N ',I -tom- �- O r- - - r. r .- r oa Li W O 3; f0 C7 IX Boa J Q = y ca of D m ~ W C LL Q w_ .15 c LLJ a) 2 D N U) Of Z C O Z O ,O'. O ,0�. O O O O O pp .M' CD .M' O LO (0 CO. Lf) N'th:0) iN M:CO' Cl) :CO O N: M 'Lt): M i7 CD :N V :t` CV co (5) O �t .(G). M LO - 00 N O O U-)CO. Cl) O. M ti LO M i^ (D O' O M M Ln Tr- 0 0 LO M O 00 O N c- CO LO N N- N N (O LO M CD M M O 9 0)0 M t-- 0 LO 0 V N r` i- 0) 0 1- co ' 6Y Ln 00 CD 00 It O r` r, O Cl) () d' V O CO c- Co tt (D LO .-- d) 1-- 00 r N M M 0 - cY) r- V O ,It 00 00 00 U') M h- 0 CV V' 1- 1+ - 7 00 O N r 00 N 't U) Lf) :I' r- 6) h 00 M I- M 0 - - N - N. (D Ln (aJ N r r- N Cal. (N N N N N. N - :Co 00 :N 00 W 0) :Ko: r` 00: .0i U) rr: (D : 0 'mot : 00 th v ,It:" : LO : t: LO ':r�: N :�*^ O :r' tO. oo :CQ' M :00. 00 :g,, r` T-- N Lo !t. O 'CA. O r. 00 .0' (O .co f- Cl) . M. 0 .O' 0) .M Cl) .'IT M N :M' (D :r:' CM :M:' M':N: LO M: :M: M'N: N 'M: N -(ar: r` 0 r• tab N:N N;M CO :M N :CO: CO r` M: 'IT 0): (0 r':00 :h oo .LO' CA' LO ,M' rl- AD N .(T:' Cl) :N: N r` co' (D 00: M :F�:' N 00 -O: LO' r- .N' 00 .�.' 00 " . r` It: .0:' LO OD .G. 00 -LO] Lr) C.Y:' 0)"T - "T1 (D 'llJ. 0 r M CO'O:N'M:N:N'N:M"ice. CO (.0 r-:M''It :CA:'O:c-:It 4 N N N cl): Cl) M <M Cl) (3) '(V: r` 'r':O:M 00: cy 0 O):<0 r` :LO"Rt :p M LO oO' LO :ram:' M :ram:' CO O: LO c-:' 'IT N: c- N: CO It: h '4t LO O:N:M oo:N V-.'(O C.D -:M CM O):� (O'1.0:O M;(O CO (Y) 'M. ,T'tom. M 'M M :M' M: (O' I- .(O' LO :O' --t :M' M .fit. Ln N: N Cal: CN 04 Cl) M: Cl) iY?' Cl) CO : Q' "t : :LO:' 00 ": O CD I- O ' er' 0)' M: 0 CY) LO O) OD O .r,' Cl) .rw' (al .(a' 00 to): OD to: Co: LO N: O) 'O. N 0-0) '(D O t- N 00 O O Cl): (D. N 00 O r` LO N' LO M: LO M N LO r•:. N Cl), CO tV N Cl): rl-: O O N,t O � Cl) CO CD N. N N N N CO M: N .N N LO ' CR 0 �(� Cl) co 0) tV r` 00: (D. N � Ln: C`M � 00 OD r- � Ln :M 't 00 N' 0 lO' 0)(O' Ln'tr CD'M. t. r` CA. O '� LO CO, M '1�-' c- N 'LO: CO 'LO: CD 'N': M :M' CO :N' M' O CO' - :LO' r` :tA.' (D :r-: r` M :N CO 00 N Cl):M M N M: M N 05 (D .LO 00 ,t: 0 .LO 00 :N: cM N: N 'N: N N. M N N Lo :M Lo :Lb co :C'^M*� zr 0) '�t ��. 00 �N N 'CA: LO Lo 00 LO ' it : 0 '(D : O '0) : r� : r' O :+=. 0) 0): in 00 :1-' OD r-: � , :I^-: Cl) r- :ef 0 :N' O :CO:' (M In U) �. : at: O) .�. O) �0: - '0:00 'M' r` N .N.'t .CD' 0 .M.:cl) CO .N. Nt'0 Cl) 00 Cl) 1�. LO B' N N :N' N :IN M :LV' M to: LO rn m ' E 0 N M V Lf) co .r-- co -0): O r: E .N Cl) V LO CO r-- 'c: 0) C.) r- c-.:r,' N N' @ r' �-:i e-:� :-- :':N: N 0 0' CD 0 0 0. O-:O: O.0: LL :0: O'0: O'0:0'0:0 Q' O N 'N N 'N- (V N- N -far N N N N N' N N: N N N N� N '.. '. '. rr. i ' N Cl) l' : Lp .co r` : CO O : CD �I-C4 . r. r i r-. i r'. i .i.' i .�. N : CM. I : L.O. (D 'ram:. co '0) 0 'v:N r.�r-.�.�'-.N: Gi-' -.�' -. -' =.c.' - O :O' 0 :0:' (D:O. 0':G CD 0, '0� O'0. 0'0: 0 '0:0 O' 0 NN:NN:N.N.N:N.N:N fAN:N.N:NN:NNNN GULF STREAM WATER USAGE CHART ANALYSIS 320000 280000 sAUG-SEP ■JUN-JUL C U s APR -MAY M L ■FEB-MAR 240000 A T ■ DEC-JAN I y E ■ OCT-NOV 0 0 200000 0 S G A L L 160000 O N S B I L 120000 L E D 80000 40000 0 2012-2013 2013-2014 2014-2015 2015-2016 2016-2017 2017-2018 2018-2019 2019-2020 2020-2021 BILLING PERIODS FOR EACH FISCAL YEAR BETWEEN FY 13 TO FY 21 w m in vl N a w O O O O O v1 of e N O a w V O O m ^ m o mry ��m am w0 O 0000 �n e uNi o m T � n n n v vtDi vni vtDi � m � � r w ovn ocoo vi ui e N N N ON N N M^y ^ nt N n n n O mL'! N o m O of N O O O O O w 0 0 N m m N w l0 tp lD m n m o I� 0 1D m n a o o o o o ww o 0 o v o w m a w m m o m n � C N N w V u1 Vt Vt V1 O N m 0 m n O m n n n v v v o w w m m ., m �n o 0 0 0 0 0 0 o in o 1n e N o N Ow m m Yl m e v N e o �D tp m m w m cli n o 0 16 o m m 0 o m m m m e e m a oo ^w n N m a 0 o o o o o o o .+ o m e O n n N a s m C n n N m n m v a l0 vl ry V vt m lD t0 m m lD m N n w 0 �o o N 0 m m o m n n N m n m 0 o o o o o 0 o O v? m o o m n v c m c c m c m c m c L oq •• L .. N C A m c v v v v v v v v E m m t N � C VI Q F N W Q F m Q F C7 Q F l7 l7 l7 e C O O W N C C V m �o m i uA z z � w F Q W x C7 a U W Ca H a d ppqq �U W U U U v� O ►� W C� Fo Co � W O F U H Q., � Z a 0a a W fJr Ir U H W ti � a � O w O��-.) O Qy Q d d A A A A Q a U� CA E• F E- A: z w � o d A F, > 0 a F., w �" a x Z ►� d U d rn vn rn O O U U z x a A d Wcn Q�Q a r�i� F d 0 0 0 0 p 0 0 cx x d d d W m A W. w rn z Ln F F F F N °z W z z Two R z wr�a61;aAA4.0z0z °¢HHd�04�wo�'zd 04 Q `r4�"C7�AF-�wFw W�0-4 ,C7 A�' ¢Po�zo°0° OWa'Wdz`Cr'z -< Wad �dcn0 Uox ��w0 U�wd zA3-1 tiD � E-w�Aa'dwa'w�d z�AO cnHaH�Ud zW xW�O�A dNp0w �C7w F"uow v awz w cn u OF"vU�UozW�C7`., w �0 0.W1F-r-dAtn- tU -4. 0 o � � bCIO p�q 4-r S -� fir. Ty ^� cn O rA 0 � U O +, p CIO u 001 1.2 N O U 3 `cn 42 co o 4-4 O 4� O o � o ¢'' cli U Ci1 O N N cn u 'i M of U a� C It cd NI ON 0 N W z O 0 U W H d Two N OQ�y O '� • ' bA O {off )� i p O V � ^ - y •,yam~yy1 Q� �-1 `Y�I m �I O y�(� cd r� O �.y cd C/] • e-1 (� y^ 1� • ~i y }Y�yI ~ �.J .EMI • `V il Ci--)i y ,�.y �y1 �1 o n �i �1 ' rl •'J � p �y , j�r�'1� • v d • ~ • i�l as rnO , p Q" p ^� m . U s U U p '� 1-1''y cam, tto �0I 0 � � C.n1 > � cd • canIts � Iri ° Cj O O —� U �; : cn cd r� N O U U � U cd O o �. O O + , tU. y +�"'i 3 O cd Cd+- b v cd � oC N N y , y m —� O - O Cz 0 to �0C�3 �my O Uy o �s b ��p 4. ��1 ^ f}j� • e}"1-1 i� V Y t-1 C�%i �1 C/� Q% U ���11 p . �i il cd p (0:,r , cd 4. N M ^� G •� = U N O 'C U U U n t3 U O D U C.)x O 'C (D t" N N O ^C3 0 '. N N cd G� U Cd � . - Cd cd U {� h a' N 'n p U mcrj O ••v, N 4- "C bq 'O • ��• W p 3 �m N N ue s. V3 'd N >, p cd 4, b N �- cn W O E U� y s cd U .- N p O cd N U N eve U r.. O O O Ca^ '+� �i m O 'a" .-i P, ++ y " a =Cd C-q- O Y y^ C >, cn >, O- En N �, '� N CIS"L3 cd Q .ter N ^" N TJ _ 'U • �� �.' O O Ci 'i ^O >, ��'' N ` +' �1, 4Q: p, '. U 55 aU, .� 4- U E" d 4- °U U �- 4, O U N / 2E/ qc� ate\ 4®� ) / & ] & 2 �37 �q a A \ \ A � ] § Cd � � � © / w o a § 1 \ w 2 u q § § cn � a � �•[ � Q � o 0 ® Cd \ 0 m 3 w