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07 22 2021 Agenda with back-up
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ROLL CALL Present and Thomas Smith Chairman (via conference call) Participating: Malcolm Murphy Vice Chairman Curtiss Roach Board Member Jorgette Smith Board Member Robert Canfield Alternate Board Member Also Present & Gregory Dunham Town Manager Participating: Edward Nazzaro Staff Attorney Rita Taylor Town Clerk Absent w/notice: Bob Dockerty Board Member III. Minutes of the Regular Meeting and Public Hearing of 4-22-21. Board Member Roach made a motion to accept the minutes of April 22, 2021. Board Member Smith seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items. There were none. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. July 22, 2021, at 8:30 A.M. b. No August Meeting c. September 23, 2021, at 8:30 A.M. d. October 28, 2021, at 8:30 A.M. e. November 18, 2021, at 8:30 A.M. f. TBD Vice Chairman Murphy called attention to these dates and discussion was had regarding having a quorum present for the July meeting. Chairman Smith, Alternate Board Member Canfield answered in the affirmative. Vice Chairman Murphy stated he would let Assistant Town Clerk Basel know ASAP so Board Member Roach would know if he needed to get a flight in for the meeting, which he stated he would rather not if we indeed had a quorum. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication There was none. Minutes of ARPB Meeting & Public Hearing Held 6-3-2021 @ 8:30 A.M. B. Administer Oaths Town Clerk Taylor administered the oath to Ryan Swilley, Glen Miller, Chet Snavely, Miguel Newman, Dr. Russell Rosicki, Judd Brown, Robert and Laura MacKinnon. C. Applications for Development Approval 1. An application submitted by Ryan Swilley, Gulf Stream Golf Club, as Agent for the Gulf Stream Golf Club, the owners of property located at 240l N. Ocean Blvd., Gulf Stream, Florida, which is legally described as Govt. Lot 3 (less northerly 1415.27 ft. lying east of Ocean Blvd.) & 4-46- 43, east ¾ of southeast ¼ lying east of Intracoastal Waterway, A/K/A the Gulf Stream Golf Course. a. Land Clearing Permit to prepare the expanded maintenance area for the construction of the Reverse Osmosis Water Plant and a water tank. b. Zoning Code Text Amendment to amend Section 663-254 of the Zoning Code to include Reverse Osmosis Water Plants as a Special Exception in the Outdoor Recreational District. c. Special Exception to permit a Reverse Osmosis Water Plant in Outdoor Recreational District. d. Level 3 Architectural/Site Plan Review to permit the addition of a Reverse Osmosis Water Plant in the maintenance area of the Gulf Stream Golf Club golf course to supply irrigation for the golf course. Mr. Ryan Swilley, Superintendent of the Gulf Stream Golf Club gave a detailed PowerPoint presentation on the proposed Reverse Osmosis Water Plant. The Board was pleased with how thorough the presentation was. Board Member Smith asked if anyone had contacted the Town to which Town Clerk Taylor answered there had been no feedback. Town Manager Dunham expounded on what Mr. Swilley had pointed out in his presentation regarding noise and smell issues and talked about making a trip to The Everglades Club in West Palm Beach as well as Manalapan to see their RO Plants. He added noise was not a factor at either place and there was no smell at The Everglades Club and a slight smell in Manalapan. Mr. Miguel Newman, Town resident, asked if the sulfur dioxide would get liberated when irrigating to which Mr. Swilley answered it would not and because it was remaining in the water and not being scrubbed, there would be no odor. Vice Chairman Murphy asked about timeline and traffic flow to which Mr. Swilley answered they would like to build the well this summer while many residents are away and then construct the building next summer. Mr. Chet Snavely, Town resident, wanted to delve into the noise issue. Mr. Glenn Miller, engineer for the plant, explained the PSI and stated there were two things that make noise. He stated one was the pump and then releasing the pressure that is remaining when you send the water out. Mr. Miller added they were going to have a turbo on the system which conserves energy but also uses the excess pressure in a silent way so there would 2 Minutes of ARPB Meeting & Public Hearing Held 6-3-2021 @ 8:30 A.M. not be any noise. Vice Chairman Murphy asked Assistant Town Attorney Nazzaro to explain the Zoning Code Text Amendment before they went to a vote. Mr. Nazzaro explained that an RO Plant was not currently permitted in the Outdoor Recreational Zoning District, so the Golf Club asked for a text amendment to include the RO Plant and a special exception to permit it. He added that the Golf Club did a workshop at the Commission meeting on May 14, 2021, and Ordinance 21-4 was approved on first reading. Board Member Roach made a motion to recommend approval of a Land Clearing Permit based on a finding that the construction of a new Reverse Osmosis Water Plant and water storage tank meets the minimum intent of the Design Manual and applicable review standards. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a Zoning Code Text Amendment to amend Section 66-254 of the Zoning Code to include Reverse Osmosis Water Plants and water storage tanks as a Special Exception in the Outdoor Recreational District. Board Member Smith seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a Special Exception to permit a Reverse Osmosis Water Plant and water storage tank in the Outdoor Recreational District. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit the addition of a Reverse Osmosis Water Plant and water storage tank in the maintenance area of the Gulf Stream Golf Club golf course to supply irrigation for the golf course. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. 2. An application submitted by Judd Brown of Judd Brown Designs, as agent for, Laura & Robert MacKinnon, owners of property located at 2526 Avenue au Soleil, Gulf Stream, Florida 33483, legally described as Lot 51 and part of Lot 52 in Place au Soleil Subdivision. a. LEVEL 2 Architectural/Site Plan Review to permit the addition of a 1 and ½ car garage, a storage room with flat deck above to be accessed from an outside, open stairway, and a covered front entrance for a total addition of 960 square feet. Mr. Judd Brown, Architect, gave a PowerPoint presentation and stated they were specifically referencing Section 70- 100 of the Code in trying to bring the 1970’s stylization of the house into compliance with the rest of the neighborhood. Board Member Roach asked if the flat-deck roof being proposed was endorsed by the Town Code to which Town Manager Dunham answered it was not addressed in the Code, so it was not prohibited. Board Member Roach added that the Town frowned upon flat roofs to which Town Manager Dunham stated it could only be a certain percentage of the entire roof. Board Member Roach 3 Minutes of ARPB Meeting & Public Hearing Held 6-3-2021 @ 8:30 A.M. went on to say he was at odds with some of the options being presented and asked if he was the only one who felt that way. Vice Chairman Murphy asked if the flat deck area was existing to which Mr. Brown answered there were existing flat roofs in the middle of the elevation that they eliminated. Board Member Roach wanted to know if the flat deck was going to be seen from the Intracoastal Waterway as well as the golf course to which Mrs. MacKinnon answered you could not see the golf course because they had a row of 30 ft. sea grapes and that they rarely saw a golfer. Alternate Board Member Canfield asked if there were privacy issues with the neighbors to which Mrs. MacKinnon answered there was a 30 ft. row of clusia blocking them from the Henderson’s and the addition would not be visible from the other side. Board Member Smith wanted to discuss the entryway height and referenced Section 70-100. Discussion was had regarding the interpretation of that section and Mr. Brown disagreed with the Staff’s interpretation and referred to other houses in the neighborhood that had received approval. Vice Chairman Murphy stated each application came in on its own merit and based on the current Code. He explained the Code used to have preferred, prohibited and discouraged, with discouraged being a very gray area. The Code was repurposed and discouraged taken out, so the board had to base applications on what the Code states now, he added. Vice Chairman Murphy agreed that what they were proposing may make the house look better but it did not line up with the Code. More discussion was had regarding the language of Section 70-100 and how everyone was interpreting it. Vice Chairman Murphy explained that one of the challenges they were faced with was that because it was a part of the 1,075 ft. additional space, it was not something they inherited but they were creating it with the idea of enhancing. Board Member Roach asked Town Manager Dunham what the staff thought when this application was received to which Mr. Dunham stated they had disagreed on the interpretation of the Code, and they had explained that to the applicant. Mr. Brown then stated that the house, as presented today without the upgrades, was grossly inappropriate for Gulf Stream, and asked them to reconsider their interpretation of the Code. Chairman Smith stated he did not approve of the height on the entry feature, and he also wanted to address the observation deck when it came back to the board at the next meeting. More discussion was had on interpretation of the entryway feature and whether it was a roof or an architectural feature. Board Member Roach made a motion to defer the application, as submitted, to the July 22, 2021, ARPB meeting. Board Member Smith seconded the motion with all voting AYE at roll call. 3. An application submitted by Russell Rosicki of Design R Architects as agent for Ryan and Nicole Weekes, owners of property located at 2520 Avenue au Soleil, Gulf Stream, Florida, legally described as Lot 36, Place au Soleil. a. Demolition Permit to permit the remodeling of the north side of the building which includes raising the 4 Minutes of ARPB Meeting & Public Hearing Held 6-3-2021 @ 8:30 A.M. existing roof to allow higher ceilings and the addition of a master bedroom. b. Special Exception to permit the eave height to be constructed at 10’9” which is 3” over the maximum permitted but which will match the eave height of the existing portion. c. Level 3 Architectural/Site Plan Review to permit the conversion of the sunroom to added living room space and the additions of the master bedroom and a pavilion, which includes an outdoor kitchen. A presentation was made by Dr. Russell Rosicki, Architect, to add an addition, increase ceiling heights and add a pavilion, which would include an outdoor kitchen. Dr. Rosicki stated they would be matching existing materials. Vice Chairman Murphy asked if there were any comments from the neighbors to which Town Clerk Taylor stated there had been none. Mr. Miguel Newman, Town resident and neighbor stated he liked it. Board Member Roach made a motion to recommend approval of a Demolition Permit to remodel the north side of the building which includes raising the existing roof to allow higher ceilings and the addition of a master bedroom. The motion was seconded by Alternate Board Member Canfield with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a Special Exception to permit the eave height to be constructed at 10’9” which is 3” over the maximum permitted but which will match the eave height of the existing portion. Alternate Board Member Canfield seconded the motion with all voting AYE at roll call. Board Member Roach made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit the conversion of the sunroom to added living room space and the additions of a master bedroom and a pavilion, which includes an outdoor kitchen. The motion was seconded by Alternate Board Member Canfield with all voting AYE at roll call. VII. Items for ARPB Action. A. Request from owner of the property, located at 3247 Polo Drive, Gulf Stream, Florida, that the approval of the landscape plan be amended with the withdrawal of the condition that the 25’ sea grape tree that had previously been removed would be replaced. There was no one present to discuss the item, so Town Manager Dunham reminded the board of what was discussed at prior meetings and referenced the materials submitted by the applicant. Town Manger Dunham then noted that the applicant claims that a large tree in the front yard was removed in 2017, prior to the applicant’s purchase of the home. Mr. Dunham also spoke about his own familiarity with the home and when the tree had been taken down. He also reiterated that Water Supervisor Beltran begins each day driving through the Town and sent the Town 5 Minutes of ARPB Meeting & Public Hearing Held 6-3-2021 @ 8:30 A.M. Manager a picture of the tree taken down that had been there the day prior when he did a drive-by and this was also the same day the contractor had begun work on the property. A chipper had also been seen by Mr. Beltran. Board Member Roach made a motion to deny the request to eliminate the tree that was designated in the former landscaping plan. Board Member Smith seconded the motion with all voting AYE at roll call. VIII. Items by Staff. There were none. IX. Items by Board Members. There were none. X. Public. There was none. XI. Adjournment. Vice Chairman Murphy adjourned the meeting at 10:43 A.M. Reneé Basel Assistant Town Clerk 6 cz cn '1:� SZ. m +j w cn cz v d0+ M c � a) o +4-; a; w O u o N Uco. 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O ^ N} 03 N U �w ¢ m « D C .r C] fl" N r o (O O0 ` O '- nj c i tc� m E all — co > Q > > > �/ > Q In C\c ON m r. c o • y in E rn R 0 m a O 0 d m .NEE c m 0 r C Q m m U _ 0 O 0 > C O O = z � E a c U O L 5 c 3 m O - 0 d N 5 U)o > v O C 0 ° 0 _o C y U ++ U_ U h `t g c c rn 0 'a -0 0 m ccv E � L C 7 O y O c n M p cu y Y = a� c io O @ Y N ri co m rA rA .> CD 0 N 0 n U �o r. n E a m Q> E U L .0 0 ul d a fQ m U in C R3 E � N Q a CD m (gipp ..C., w O U) G -a O U) +� n o a V •N C O O .0 t_ in E 3 r C � d L6 m C6 U .y 0 f4 a� 0 'D t6 a� 0 ca c ai O 0 z 01 O 7 Q U CD .0 H CD v C f6 m a>i 0 m U O r�I t!l a) Q) z 4) f0 d Ql i Cl' 'O 70 L m L to E E m m ti o cr. y 0 U C E 0 c U -0 G% U a0 m 0 ° r N Qf fh E O h a) a Ta m Ln `s mc C = 0 O i 2 a m E T ..L.. h is V m N 0 C C C w a @ J > w axi a v m C la G 0 w Y m O a ci c� ci a a U f/1 O 'A rn c 3 � v U -0 N O N 0a U) c m - O a 6I .0 O 0 9 OUM ° .c r• > > aEi m L _> O r- > 0 y N rt3 U .� 0 U rI O U a R 0) !� ) 'a a U mi? C 0 _ c o 0 M ro U E c 0 E 0 0 L CD 0) 4 L O 41 ` m v ilk = ro N tri V 0 0 0 cl- "0 U) 0 O 0 a d m V) m E c a) E U f0 a m m r 0 It 0 0 0 N C7 d 0 Q E 0 LL �a O a a Q C E a 0 m Lo oN C O _ m E an Q� N CAP � Rita T From: Ross Curtis <rossmcurtis@gmail.com> Sent: Wednesday, June 9, 2021 8:31 AM To: Rita Taylor Cc: Ros Curtis Subject: The Little Club Pickleball Attachments: Screenshot 2021-06-08 124915 jpg [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Good morning Rita, I will be calling you this morning. I have a couple of questions about the process, including whether we need to notify the neighbors. Below are the distances from the proposed court location. Kind regards, Ros From: Carol Perez <carol@agtland.com> Sent: Tuesday, June 8, 20214:20 PM To: Rob Lehner <rlehner@thelittleclubfl.com>; rossmcurtis (rossmcurtis@gmail.com) <rossmcurtis@gmail.com> Cc: Bryana Boileau <bryana@agtland.com> Hi, I did some measurements from the court to the houses/condos/municipal buildings. From the North going South you have the following: 595' to the house (north end) 600' to the house behind the L-shaped building 480' to the Green Barn (on TLC property) 715' to the zero lot line buildings (Townhomes?) 572' to City Hall 600' to the Police Station 655' to Golfview Condominium 730' to the house (south side) Carol Perez, ASLA Principal 561-276-5050 =LAND LANDSCAPE ARCHITECTURE carol agtland.com www.agtland.com LOCATION MAP 8'HT. EXTERIOF FENCE ON NOI COURT;GREEN EXISTING 20' HT. 4' HEIGHT INTERIOF LINK 8' HT. EXTERIOR CHA FENCE AGAINST HEDGE; GREEN VINY 8' HT. EXTERIOR CHA FENCE ON SOUTH COURT: GREEN VIM TREE k e'E TREE A AD AI CD FN CN C( CR CL DL AF FA Fli NO a sP si SR DI MLAND LANDSCAPE ARCHITECTURE 132 NORTH SWNTON AVENUE DElRAY BEACH, FL 33444 T (561) 276-5D50 www.agtl.nd— rAIM/=D V 2 4 2021 Gulf Stream, FL SCALE: 1 "=20'-0" PROJECT THE LITTLE CLUB OF GULF STREAM. FL SITE PLAN PICKLEBALL COURTS PROJ. NO. FILE NAME BE DRAWN 06-15-21 DATE REV. SHEET SP-1 OF 1 PLANT LIST KEY Ott PLANT AND SPECIFICATION TREES AND PALMS xx DL 3 Dypele luleae.ne (Area. Palm) 10 ht., multi—trunked, 6' bars, full canopy, matched DEMOLITION NOTE. EXISTING MAINTENANCE BINS TO BE KEY Ott PUNT AND SPECIFICATION RELOCATED SOUTH OF CROQUET SHRUBS, c.OUNDCOVERS AND ACCENTS COURTS AND LANDSCAPE BUFFER HIS 25 20* hue 20 (or.. 4")8' 20' or.. (Hibiscus) 20' Hibiscus 0. . D.C. HT. EXTERIOR CHAIN LINK Flower Color: Yellow with throat FENCE ON NORTH SIDE OF xx POD 13 Podocarpue macrophydlus (Podocorpus) COURT; GREEN VINYL CLAD 30' ht., 20' cep,, 24.... xx PRI 47 Podocarpua mocrophOUR 'Pringles' (Pringles Podocarpus) COCONUT PALM TO BE � 18' ht. 18' epr., 2A a.c. RELOCATED TO NORTH SIDE OF COURTS IF IN THE WAY OF Mulch Non —cypress mulch, 3' depth CONSTRUCTION x DENOTES HIGHLY DROUGHT TOLERANT SPECIES N DENOTES NATIVE SPECIES EXISTING 20' HT. ARECA HEDGE TREE KEY 4' HEIGHT INTERIOR CHAIN LINK FENCE e EXISTING TREE TO REMAIN '.� X j EXISTING TREE TO BE REMOVED EXISTING TREE TO BE ._- REMOVED 8' HT. EXTERIOR CHAIN LINK FENCE AGAINST ARECA _ HEDGE; GREEN VINYL CLAD TREE ABBREVIATION KEY _ AD ADONIDIA PALM CD PIGEON PWM CN COCONUT PALM OR CLUSIA TREE DL ARECA PALM FA FICUS NO OLEANDER TREE SIP SABAL PALM SR QUEEN PALM TREES AFFECTED BY CONSTRUCTION NAME RELOCATE REMDEE Ott. Dtt. NOTES MANGE 1 POOR CONDITION —TRUNK DAMAGE AND SUCKERING UMBS TREE RELOCATION AND PROTECTION NOTES 1. AN b.w te b. MecatW to b. topowl In 11NId whh aanw bw. tap. 2 Tr.e rslooaUen arw. te b..MwtAwly d.a.d and wt at And d..Nn Ntyrod. r.aulrwnw l wits esebg owl Nabbing and aawrdb g to 3 If powbl. ell "noun. te b. dens by W" trw wad. If rMoentbn by bvs .pals IN not fw.br, thw hand dlpgbq we eN r Inwi A . 7— rNleeat. a W wan .w wkh gwaal eoneracta on Nte le detenw.—wield' s. Idwary tll wd.rgwnd unmr Rao- b bon ,reeawen e. Twrpavy outemoer wobving -um b bs In plan Pre, to aanmwownwt T. R.IoniW tr... b bs wt st And dww grade e. AN ateea W— b b watw.d on e daRY bras w w b mortar a Pwneanway most root bell unn tar r .etoHYh.d R. All wrens tr w wit— te mar Inow plMM a _bNcbd horn dunspN by mxhlnry by r..I.g 1— trw pre__ rues wit _11.d nNMmbd w Rion. eatml. bon pretweaw m.Mad..hat b. opp,o ,1 by . city. Ta. Tow — four IN— M NID.r ate w b b. I.Ixal.d win M root pmn.d M lent eght wade r advann of MNr meting date PLACE ORANGE, PLASTIC FENCING (BY TENSAR OR OTHER APPROVED EQUAL) ARQUND INDINDUAL TREES AND TREE CLUMPS TO REMAIN ON SITE IN ANY AREAS "THIN THE UMITS OF CONSTRUCII(Xt. BARRIER SHALL BE PLACED AT THE EDGE OF THE DRIPUNE OF THE THE TREE CANOPY OR AS FAR FROM THE TREE AS POSSIBLE WHERE THE CANOPY OVERHANGS PAVEMENT THAT IS TO REMAIN. BARRIER SHALL BE MAINTAINED IN AN UPRIGHT POSITION AT ALL TIMES TREE PROTECTION DETAIL 11, TREE PROTECTION NOTE An exrling tree. and Mme, to remah In place Mall be protected from damage by machinery by MIIMg aIatemporary tree pratbetlan force and Metalled ore sdkated an plan. Suitable tree protection methods Mall be approved by he City. cur -DL- MISTING GRAVEL CART PATH ,_ OL D 8'HT EXTERIOR COURT. GREEN VINYLJCLADo4 I I III 1 I FENCE ON SOUTH SIDE OF CROQUE RTST OU CROQUET COURTS d' HT. EXTERIOR C N LINK FENCE ON EAST SIDE OF CO/.A: GREEN VINYL CLAD EXISTING 15' HT. HEDGE -RELOCATED MAI ANCE BINS —385 S.F. CONCRETE PAVER PATIO AREAEx GRAv, e F;PELe a.Be r �GNG b a ASPHALTLANE ---------- . eox 0 AP P CnyER O 114L.s, _ CONC. IRRIGATION NOTES Contractor to modify existing krlgatbn system to provide loci coverage to an plants using approved water source NOTES SPECIFICATIONS All start materiel to be Florida jl a better. Nl1LNOTCUIURE AN hursplant material used shall be tore to name and size n conformity Sod to be St Augustine TTaatan', contractor to determine quantity. Plants which do not ecificationsGrades dwM of be ccep d. shah be Florida (trade %1 a better. NI sod and landscape to receive 10D% coverage from automatic irrigation system lb using approved rater source. PUNT 11515 Quantities, sizes, and location of picots will be determined by plan coal phut lists. using ansdre ou all conditions and Ian Size of cot shale take precedent over Ixn'i"r srze. Spacing of ground Covers rim bet determined by reap dscape specificotians attached to this plant his Quantities shown an dart Intl are to be used as ci gudeline only. Cantrata .0i be plant list Plan and specifications shall be carsdered Contract Documents, respansble for verfication of a al quantities caked for an plans Discrepancies should be Mulch, lopsoi, and fertilizer to be applied according to specifications brought to the attention of the landscape Architect SUBSRTURONS: No substitutions shag be accepted without consent of landscape Architect Any intended substitutions shall be detailed an the bid PUNTING SOIL Topsoil shall be dean, sterile, and he of debris a other foreign material. PANT SMALL BE RyMgVED FROM Trees and palms shall be planted with a min. of 6' topmi (50% muck, 50% sad) an sills AUw Fall NATURE PLAN"' swain CONTAINER SO AS NOT To 8REAX and bottom of root bgll. Rutted cuttings shall be planted i1 beds with a con. of 4' of topsoil BETWEEN DIFFERENT SUM M emits ROOT BALL worked Into the tap 6 of existing soil. s0oD APAv11G FERTILIZER Palm and Tropical fertilizer 12-4-12 a d shall be Ted after planting auNo EARTH ro race w SHALL sAUaR. rDP ( ) DPPr� eon applied P 9 a, sxanom MULCH FNu INAce AROINo tMTxk swu Iw and prig to mulching per manufacturers recommended application rates THE a.wx AS IeasRY GRADE MULCH: All trees shall be mulched with 3' of lipra�e,nd,,s�h�r,eHdded Ralph in a 3 foot don. tide. AN sheds FILL 2/3 WITH APPROVED PLANING and gandcover beds shall be mulched with 3 of Tiooved shredded mulch n beds shown an plan a n erypve p TNII sou. TNEN wAtER tlHarouner. beds 3' wide fa hedges. Mach should be Grade 'A unins otherwise approved TOP o RaIBN1 DD E AFax wAtERNG PUNTING PROCEDURE: AN plants shall be planted at soil levels at which they were previously gam. gam.. CarACTD ropSOE BASE Shred and hedge material shall be planted a min. 2' away from rays or other obstmcUans Material PLANTING DETAIL - CONTAINER SHRUBS with a mature size greater than any overhangs shell be planted Gray from overhangs so ENS not to impede the natural worth habit Sabel Palms ore to be planted directly n sand If necessary, excavate Ura0 any wmpoc building subgrade to und'stabed soil and bockfll with plartng sell. WATERING AN plat material shall be watered n thoroughly after Installation so as; to remove all or pockets 3- A,�, eoAws a A 110 materiel shall be watered every day fa a mnmum one reek pabd and thereafter so as to WRAP TRUNK NTH BUMP � WiFR f10S gr keep continually most until find acceptance of the landscape iris atnn. Contract" shall notify caner 3- n4�Tr 120 DFfAES APARr of other watering reciuYements after nstallation. \ ARDan TRlulwc GUYING: All trees li a taller shill be guyed a sated toprovide ample support such that the materiel TTO SIX RE \ zx+'Mr aAowAN •W stay straight and true through the guarantee Period klethods used will be suck that no Injury is ,,`�\ Nallo wLm ro Few UTERNG SAUCER. caused to plants. Cuyil shell be dale at Me option of the Contractor unless specifically requested by TREES ro BE WANTED AT A DE TH So nuT the Landscape Architec however, Contractor shell sill be respansde f" all trees and palms remaining s sHRmom wLrR RaTitARE AND TOP W We RaIS straight and true throughout the guarantee period is' nrnB a TxuN ARE FULLY M & WITH Ian OF THENEW OF THE Ra16ALL ABOVE CRADE SOD: Sod shall be dense, green, and well rated, and free of debris, weeds, ob*tDnable gasses, disease, or njrnus insects A �complete 6-6-6 fertilizer shall be spread at a rate of 5 bs per 10D0 % f. � DETAW A MOVE Sod shot be watered to a depth of4' after laying. Al areas to be sodded shall be raked smooth and - BACK nu WITH "M Sur. OR all debris removed prior to installation. SAM AND MIER TaRaDHLY. GUARANTEE All plant materials shall be g9Glaarteed for 1 year after canDykfian of project PLANTING AND STAKING DETAIL — PALMS cot are to be guaranteed for 1 year. QI"antee applies to health, load ion, and sae. Replacement cat will be carried by Contractor. Cq9 MLANDLANDSCAPE 132 NORTH SWMTON AVENUE DELRAY BEACH, FL 33— T (561) 276-5050 www.agtland.com en�IFc EDGE OF WATER RIP -RAP P. —RIP-RAP 4"' v RIP-RAP Fxq \�9ti TOP OF 9A EOGE OF c$ m \ aNNK WALL HO\. \, \ WATER 1 242021 I own of Gulf Stream, FL 2DIA. CONC. PUMP RnICIR PANEL C.B IN _1 ,� SCALE: 1 "=20r—Orr PROJECT THE LITTLE CLUB TOWN OF GULF STREAM. FL TITLE LANDSCAPE PLAN PICKLEBALL COURTS PROJ. NO. FILE NAME BE DRAWN 06-15-21 DATE REV. SHEET LP-1 OF 1 FOR CONTINUATION SEE DETAIL SHEET 2 OF 3 / X >C (PER SLOPE OF SERVILE) J!/ (OV222021) >_01 X / 7t� SC.B.S. WALL ST O 9 )C � rts' SNfO m eft z0.3' °ja o MgINRY e+' ry BUILDING CON" !. FEEL.: 3.68 r 3°M1 X3' CONI2 p1 3� MA/NTENRY 38a' BUILDING CE FEEL; 83R fi0.3' 1 STpRY Jr 10 y so.,• MAINTENANCE +° BUILDING FEEL_ d.83 C 1' pN+ 6 +tV 1q�09 C FPL n1 PAD q0 ,ey LIMITS OF SURVEY J PER SCOPE OF SERVICE) SURVEY NOTES: 1.)Lands shown hereon were not abst,,t,d for easements and/or rigMs-of-way of record by this office. 2.)Elevatkma shown hereon are based on North Atlantic Vertical Datum of 1988 (NAVD 88). a) Originating benchmark = Leice Global Positioning System. b) 1 .p=existing elevation (NAVD 88 typical). 3a g )No underground improvements located. 4) All b d d ietances shown hereon are plat and measured unless otherwise noted. 5.)This firms "Certificate of Authorization" number is "LB 681 CROQUET COVRTg LIMITS OF SURVEY PER SLOPE OF SERVILE) (DI CROQUET COURTS 1 1 X rg i1 LIMITS OF SURVEY I o (PER SCOPE OF SERVILE) (M221IOI1) I m 1 44.3' I m � M1 r: T BANK >� EDGE - WATER p� I—m I )-01 rm 3M10 1 1 0'2 LIMITS OF SURVEY (PER SCOPE OF SERVCE) L^ j (od22/2021) I m j I m Fm Y m Im I I 1 Hg I 1 m j POND TOP OF WATER OIL. 11a I (AT TIME OF SURVEY) 0.1PRAP at I M16° 2DIA. CONC. PUMP 1 R ELECTRIC PANEL m rb nd a' DRAIN Ce, RIPAAP 1065, 1255' m RM 5 FE �6 11 r� RIP— o 1083' I$ per/ /T BANK ANK 1FY III!!! 1 I M1B EDGETOF ER \ 1 Il WATEfl \\ 11T6 a `TOP \ OF BANK G RETA NIN •i� r \ EDDE OF �L WALL M1t I —2 .\ I WATER I \ LR \. 1 A \ I I Fr ro RIP -RAP r� Wr. t10.3' j% al g IC/ mr� 3 33' 1 �S OCF' I I m I A 3 i >/ LIMITS OF SURVEY (PER SCOPE OF SERVICE) (oa22110It) ' If BREEZES M1 33435 n SITE LITTLE i acza O I aU1, er 34 .P T45S 6� F mI m.A. 0 Z e RbeEexss ` o ,.mw�m.e,.s V LOCATION MAP N. T. S_ 20 0 20 40 60 Scale 1" = 20' ► RFrF!%tFn .4 Town Of Uulf Stream, FL CERTIFIED TO: URIe Club, Inc. PROPERTY ADDRESS: 10O Little Club Drive, Gulfstream, FL 33483 FLOOD ZONE: AE (FIRM 125109-12099C0793F 10/05/2017) BASE FLOOD ELEVATION: 6' (NAVD 88) DESCRIPTION: Club House Parcel, being a portion of Property Control Number. 20-4345-34'14-000-0010; Lying in Section 3, Township 46 South, Range 43 East, Palm Beach County, Florida, and being a portion of that property tleacribed in Official Records Book 2003, Page 52. Public Records of Palm Beach County, Florida. emSossM wrveyvfz SPECIFIC PURPOSE^a,as�e°��anmmppaNread SURVEY R ont IHA IL Sw.MILLERLeda a�No MK HAEL3. MILLEERR i4034 SHEET 3 OF 3 CRO. FILE Y210495-A LEGEND ne iO1E.r— ..srxuT r.Veswr uemr U Or rwx 'iIram[ O cwc.O[rurross — — — O • r o." uo. e:n nunnic ce SCALE: '-__°' MILLER LAND SURVEYING REF: 4 L DRAWN By: PICARD 1121 LAKE AVENUE LAKE WORTH, FLORIDA 33460 PREY. y 1 .roB No•s. b rj FIELD iW MM./B.M. PHONE: (5611586-2669- FAX :(561)582-0151 .tOB NO. Ynodas w ni'llefsufveying.Lom DATE: IV1712020 a -mail. ordefs@millereurveying.com L - 2129 - E 8' HT. EXTERIOR CHAIN LINK - FENCE ON NORTH SIDE OF COURT; GREEN VINYL CLAD EXISTING 20' HT. ARECA HEDGE 4' HEIGHT INTERIOR CHAIN LINK FENCE 8' HT. EXTERIOR CHAIN LINK FENCE AGAINST ARECA '* HEDGE; GREEN VINYL CLAD 8' HT. EXTERIOR CHAIN LINK FENCE ON SOUTH SIDE OF COURT; GREEN VINYL CLAD PODOCARPUS HEDGE SR CRL; s` SR SR CR w CN 1W UN ENTRY- \ / a' PROPOS Q PICKLEBALL Q COURTS 0 cl) 1 ENTRY NO EXISTING GRAVEL CART PATH k___HIBISCUS HEDGE QU �ORTST 0 0 0) _---DWARF PODOCARPU �o°RTST _---4' HT. EXTERIOR C N LINK FENCE ON EAST SIDE OF COU ; GREEN VINYL CLAD EXISTING 15' HT. CA HEDGE j—RELOCATED MAI ENANCE BINS 50.3- it 50.4 CONCRETE PAVER PATIO AREA EX GRAVEL HIBISCUS HEDGE CONC. 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INK i r' '•tom. va - av". �• .�vaAq•it4`s.:o.• w �< � tee► vo x At , _ 7 - a: r C' MEW pi A y _ • -i r Iq . —tank -'Aft Russell Rosicki, Architect (Lic. #AR97227) 6260 N US Highway 1, Melbourne FL 32940 954-371-5948 info@designRarchitects.com June 241h, 2021 RF—' ju" 5 ill2 ,fi rawri of Gulfi 5tr�am, FL Attn: Town of Gulf Stream Architectural Review and Planning Board 100 Sea Rd Gulf Stream, FL 33483 Re: Certification of landscape Plan Conformance Dear Town of Gulf Stream, We hereby certify that the proposed landscape plan conforms to GS Code Section 66-1 "Open Front Lawn" consistent with the definition contained in the code, and also noted below. Open front lawns shall mean an unobstructed view vista of the front lawn of at least 75 percent of the front property line without landscape planting exceeding a mature height of three feet. The landscaped vista view plantings over three feet shall be no more than 25 percent of the front property line. if you should have any questions or concerns, please feel free to contact me. Respectfully yours, Russell Rosicki, Architect Cell: 954-371-5948 Encl WFH/SS/RK/1L RE ARCHI RUSSE L ROSIC30 SIGNATURE \ 4 J�aEA r 3��JI © • •LEFT RENDERING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE GROUND WAND SEISMIC SU BJECT TO DAMAGE FROM WINTER FLOOD SPEED(MPH) WEATHERING FROST LIN DEPTH TERMITES SNOW LOAD DESIGN CATEGORY DESIGN TEMP HAZARDS N/A 170 N/A NEGLIGABLE N/A VERY HEAVY 54 % NOTES.- 1. SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD ZONE X: MINIMAL FLOOD HAZARD 2. SUBJECT PROPERTY IS LOCATED WITHIN A WINDBORNE DEBRIS REGION, LMI IMPACT RATED WINDOWS AND DOORS ARE REQUIRED.. 3, SUBJECT PROPERTY IS LOCATED WITHIN A HIGH VELOCITY HURRICANE ZONE HVHZ . RS-P ZONING CRITERIA SITE DEVELOPMENT' REGULATIONS FOR THE RS-P DISTRICT. ALLOWED/MINIMUM EXISTING PROPOSED LOT AREA 13,930.49 50 FT NO CHANGE 1ST FLOOR LING FLOOR AREA 2,007 50 FT +247.0 SO FT (ADDRIONS) +161.9 SO FT (GARAGE CONVERSION) 2,415.9 SO FT (NEW TOTAL) 2ND FLOOR LIVING FLOOR AREA NONE NONE CEILINGS OVER 15' (DOUBLE) NONE NONE IST FLOOR COVERED AREAS (OVERKANGS>2-1/2') 473.2 SO FT (COVERED PATIO) +52.3 SO FT (REAR ADDBIDN) 62.4 SO IFT (PORTICO OVERHANG) 483.3 SO FT (NEW TOTAL) 2ND FLOOR COVERED AREAS (OVERHANGS>2-1/2') NONE NONE AWNINGS >3' AND SCREEN ENCLOSURES (50%) NONE NONE GARAGE 588.4 SO FT -161 9 SO FT (CONV. TO LIVING) 426.5 SO FT (NEW TOTAL) GROSS FLOOR AREA 3.068.6 50 FT 2415S SO FT (HABITABLE) 483.3 SO ET (CO"') 426.5 SO FT (GARAGE) 3,3257 SO FT (NEW TOTAL) FIRST 20,000 X 33 13,930,49 X 33 = 4,597.1 SO FT - TOTAL ALLOWABLE FAR 4,597.1 SO FI - TOTAL HARDSCAPE AREA 6,977.8 SO FT 7.085.4 SO FT REQUIRED LANDSCAPE AREA = 40% OF LOT SI2E(13,930.49) = 5,572.2 SO FT TOTAL LANDSCAPED AREA 6,952.69 SO FT (49A%) 6.845.D9 SO FT (49.1%) PROJECT NARRATIVE: CODE NOTES SCOPE OF WORK. FRONT/REAR ADDITION WITH INTERIOR TOWN OF GULF STREAM RENOVATIONS (REVIEW ALSO PERFORMED BY CITY OF DELRAY BEACH) THE OWNER REQUESTS A FRONT AND REAR ADDITION TO THE CONSTRUCTION TYPE. TYPE III EXISTING SINGLE STORY HOME ALONG WITH A INTERIOR OCCUPANCY TYPE: R-3 RENOVATION TO CREATE A MORE OPEN CONCEPT FLOOR PLAN. LEVEL OF ALTERATION. III THE RENOVATION WILL INCLUDE A NEW HALLWAY, BATHROOM AND MUD ROOM BY CONVERTING GARAGE SPACE. THE ADDITIONS WILL CODE EDITION - FLORIDA BUILDING CODE ADD SPACE TO THE MASTER BEDROOM/BATHROOM. DINING AND RESIDENTIAL 2020 7TH ED., KITCHEN A PARTIAL NEW HIP ROOF WILL BE PROPOSED. ASCE 7-10 W/ ERRATA, NEC 2017 DESIGN PARAMETERS DESIGN PARAMETERS 1) BASIC NAND YEED (WIND VELOCITY) DESIGNED FOR 1) BASIC WIND SPEED — 170 MPH REO (NULT), 1317 MPH RED (VASD) 170 MPH REO. (VULT) 2J RISK CATEGORY II 139.4 MPH REO. (NASD) }) BUILDING DESIGN: ENCLOSED 2) RISK CATEGORY If 4) W1N0 IMPORTANCE FACTOR 1.0 3) BUILDING DESIGN: ENCLOSED 5) INTERNAL PRESSURE COEFFICIENT — }.11 4) WIND IMPORTANCE FACTOR 1.0 6) EXPOSURE - "0' 5) INTERNAL PRESSURE COEFFICIENT - 1T8 7) WIND LOAD AS PER 1603.14 F.B.0 6) EXPOSURE = 'D" FLOOD ZONE AE-6 7) WIND LOAD AS PER 1603.1A FB.0 EXIST. FF ,. 8.02 FT DRAWING INDEX DWG. NO. DRAWING TITLE REV.(J DATE REMARKS T-1 PLOT PLAN, RENDERINGS & CODE NOTES D-1 DEMOUTION PLAN AND ELEVATIONS A-1 FOUNDATION PLAN & CROSS SECTIONS A-2 CONSTRUCTION FLOOR PLAN & DOOR/WINDOW SCHEDULE ATIONS F PLANN MIROP.�M AND PLANT LIST � 4) FRONT RIGHT RENDERING li FENCE co LOT 14 n M CAP (A4 g T. EXISTIN SCALE:1 /16' =1'-0" Iwo w Wme CAP 15734 FENCE 1.2'S 1.4'W ' UTILITY 0 00 T-Z LOT 12 5 REAR RENDERING JUN 25 2021 Town Of Gulf dream, FL DATE J�ffl CTS Russell Rosil, Architect AIt� VICARS, D.ARCH. L1E.ED AP DESIGN R ARCHITECIS FL, LLP 6260 N HIGHWAY I ME!LBOLTRNE FL. 32940 7m NL+VVPORT R DFTFRn FTFT Tn BFACH FL 33442 VOICE � %4-3&�W INFO wD149( ARCFIIfF�ISCOM ENGESTOL CONSTRUCTION LEGEND NEVI 3500 PSI 8X16 CMU WALL W/ E 15 BARS 0 46' DC IN FULLY EXISTING DOOR TO REMAIN MORTARED CELLS ? //��//ggqqpppppp N LUSTING WALL / _ NEW INTERIOR DOOR U.O.N. — —1 OWECi i0 LL REMOhD dddd(((( _ EXISTING WALL TO REMAIN X'X (%X%X) SIZE OF NEW DOOR/WNDOM GYP BD FACING WET AREA TO BE MOISTURE/MOLD RESISTANT. SHOWER AREA SHALL USE 5/8" EXHAUST FAN TO NLW 120 CFM EX CEMENTITIOUS BACKER BOARD ON WALLS ® EX LOOKER VBBARON. DMAPEP 0 EXTERIOR S-O'UTIUTYEAS MENT F- 5 -1 _ 20'-0_REAR YA0.D BACK TPOOL EOUIP.� I I m EXIST. ��.N zl. 3 1 I t I W EXlsr.vooL � L¢+ 161.9 SF OF EXISTING GARAGE TO BE CONVERTED TO HABITABLE SPACE r 32 58 "n EZIST COVERED P TIO o REMAND to I B.1• 9.95' � 10.25' 12.45 `-.1 IAT I3 A/C EQUIP. PAD 21.2 S LNG 1 STORY CBS W825 EXIST ROOF EXI . GARAGE OVHG (2 FT) 20'- I' 5_ DEMO C.B.S. WALL 21.34' 13.35 166 BETBA� DEMO EXISTING ARCADE SEE LANDSCAPING PLAN----- 3''FRONTYARDSOW K ON SHEET L-1 FOR NEW PROPOSED PLANTINGS IN FRONT OF HOME. m "v�i °EZIST. n CONC W.M. 0 100.00, TANGERINE WAY D PLOT PLAN SCALE:1 /16"=1'-0" KEY PLAN: 52.3 SF ADDITION IIT 00 h I2 NEW 155.2 SF ADDITION 5'-2" EXTENSION OFF EXISTING FACADE DEMO EXISTING SIDEWALK PATH (1931 SF) & REPLACE W/ GRASS —NEW 14.5 SF ADDITION 3'-6" EXTENSION AUGNED WITH EXISTING FACADE NEW WOOD PERGOLA IN ALCOVED AREA, SEE ELEVATIONS ON A-2 EXTEND TILE PATIO UNDER NEW PERGOLA NEW 25.0 SF ADDITION FOR FOYER EXPANSION NEW 12" DIA. COLUMNS WITH 16' SQUARE BASE & CAPITAL NEW TILE WALK PATH �I GARAGE RENOVATION ALTERATION LEVEL II 825 TANGERINE WAY GULF STREAM, FL PLOT PLAN & CODE NOTES PI No; NORTH 05/04/2021 SCALE. AS NOTED 2119 DRAWING NO; —1 T DRAWN B - STS - RRR SFiFLT NO.. i OF 7 PL ABDRIE26 RU5SELL R09CIG SIGNATURE — — — — — — EYoxNIJla PVeJrINGS — —_ — AP 3 3 1 ) LANDSCAPE PLAN SCALE1 /8"=1'-0. tLVSIA 5HRvB 9TIr4G FICUS HEDGE Ir TFA.6 CNRL51H1I'PA-4 kPp v,A hCNYEl L111) P{OZ11I.16 PialA -MLC f'o YfhlL �vMOOYE'LFp Fit F�RCpTA� '% T'"A CINCY'iHAj PAt" 02s tnHCEPuc wnr nE.rnv nerve n� L'J - - ni.xl FDJRI'ri A.I411'/f4 LANDSCAPE PLANT LIST COMMON NAME BOTANICAL NAME F1"GM1" DATE PALM PROEM% ROEBEUNI: :LUSH SHRUB LUSA GURIFERA JAMAICAN CAPER: SHRUE CAPPARIS CYNOPHALLOPHORA BOUGAINVILLAE SHRUB 30GAIWLIAE SP FIREBUSH SHRUB HAMELA PATENS "11 SHRUB CODAEUM VARIEGATUM COCO PLUM SHRUB CHRTSORAiANUS ICACO BLUE 'LUMBAGO SHRUB PLUMBAGO AURIGUTATA GREEN ISUJJD FOOS SHRJE FCUS MICROCARPA GROUNDcoMERe APOSTLES IRIS IRIS NEOMARICA CAERULEA JASMINE MINIMA TRACHELDSPEP.MUM ASIATICUM PURPLE QUEEN TRADESCANTA PALJDA FNTNL FERN ASPARAGUS DENSFLORUS BROMELIAC BROMELACEAE S-,P SGSONAL ROWERS (D- JUN ,? 5 ?0 IV 11 town Of 'Ulf Strum F1 DATE LXU4.5E NUMRPR+ AR97227 G�-s I 1 Russell Rosicki, Architect .47A. NCARB, D-AJFt I, LHED AP DESIGN R ARCI- BM S FL, LLP 6260 N HIGHWAY 1 N11ELB01iJR1-4E FL 32940 278 TQT- ORT R DgE1kF7IF-J ID BFA('M FL 33442 VOICE : 9W371-.948 INFD n: D890NRARCfIIIECISCOM ENGINEER NO. I DATE I SUBM SON KEY PLAN GARAGE RENOVATION ALTERATION LEVEL II 825 TANGERINE WAY GULF STREAM, FL TIME" LANDSCAPE PLAN DATE: PRD3ECI NO: 05/04/2021 2119 SCALE; DRAWING NO. AS NOTED DRAWN EY: PRk CIIECKIRD Er L-1 RRF SFiM NG: 7 OF 7 FL ARCHRBCT RUSSE L ROSPM SIGNATURE EXIST BEDROOM 114 EXIS CL TIE EXIST. CL 118 F EKIST.- j EXIST. BEDROOM nD REMOVE EXISTING PORTION OF WALL FOR N NEW DOOR — RELOCATE EXISTING WATER HEATER AND ELECTRICAL_ PANEL N I I I _ I I SCALE:1/4"=1'-0" EXIST. m\ BATH 1 T3 EXIST. DEM EXISTING EXTERIOR FAMILY RM WALL FOR ADDITION AREA OF PRIMARY WORK 36410 _ DEMO EXISDNG KITCHEN FOR EXPANJION L_ 606=- 6068_ AND RENOVATION----L----� I O I -- Jj EXIST. N 1 0. KII ,COHEI ICI I L _ EXIST. OSD DINING u 1 3 111 DEMO EXISTING GARAGE ACCESS SEE\\� CONSTRUCTION PLAN TO RELOCATION(---� __ -�� -�I--� REMOVE EXISTING MILLWORK, WALLS h O6IECTS AS INDICATE EXIST. MASTER BEDROOM III p I OVEN REF BY DASHED LINES® III r1----------- PROVIDE TEMP. SHORING AHU AND REMOVE EX STING I I E CLT i REMOVE EXISTING PARTMONS WALLS I I I Rt J I I EXIST. GARGE 100 RELOCATE FRONT DOOR - - AND SIDEUTE — REMOVE EXISTING TIE EAN —. _ ---_ 16070 EXIST. SITTING AREA \ /i I - - - - - - - I ® DEMO EXISTING MASTERI II •G u I I REMOVE,FORTION OF EXISTING BATH FIXTURES SEE ItI EXIST. BLOCK WALL FOR RELOCATION OF PLUMBING PJJJ FOR 1 i� I I FOYER WINDOWS RELOCATION CL IIEXIST I I 1 MASTER BATHROOM n _ I 1268 Btoa6 _ —J Tr-1� I I / RELOCATE WINDOWS, N jI j\ I \\ / CENTERING THEM ON NEW < ° ---- \� FACADE r\ s \ `�s/\ 11 S/ II/ \I I JUN 2 5 201i Town of t utf Stream, Ft pEuO E.— — ROOF DEua El— P-- GA �1•-'+, —E.. Ex�SiMG REVERSE w ROOF —\ \ Rt£ ROOF \ AxD RELOCTE—Ex551—w—LL=GDDOR = AOELGXi D 0000 F�/ I I I I o00o I I I I I� I I I RREB�RE womDxS I I I I o000000o I I _ I I 1 1 I M E% 1 NCH MAY xEEP Eu$iING GARAGE DOOR REIMAR EASMG WINDOWS OEuO Ex5nx4 umREi+Pu1FAN CONCRETE ARCADE SIR4GNRE ENTPEiY 2 DEMO FRONT ELEVATION SCALE:1 /8"-1'-O" uD Ex6'fwO PEY£R5E DEuO E%ISTw4 GABLE ROOF 41 RARE OF Ell""' FIAT ROOF OVER RATp LABLE RODiS r T / ^ Dow I11 - EX�RxG WIx 11i I I II I--------------------- - t 5) DEMO RIGHT ELEVATION SCALER /8"-1'-O" DENG E ING GABLE ROOF $ter—------------------------------------� DEuO PWtT OF Rqi aODF / I ��°9 aEu4vJ 9 �E.El A am m l 4) DEMO REAR ELEVATION SCALE :1/8"-1' O" CTS I7ff Russell Rosicki Architect AIA. NCARB, D:= I AP DFMGN R ARCFDLTE.CI'S FZ, 7 T V 6260 14 HIGHWAY 1 1vIEC. 30T JRNE Fi. 32940 2n NER'PORT R 1:)FJSFJz1E9T7 BEACH F - 33442 VOICE: 95F3 -m INPO'a_ DESK2 }inHC M E24094EER ° NO. I DATE I SUNG SS[W I KEY FLAN GARAGE RENOVATION ALTERATION LEVEL II 825 TANGERINE WAY GULF STREAM, FL GABLE ROOF TO R—N 40 Ex6TING REVERSE GABLE ROOF DEMOLITION PLAN �D 4D Ex MN CBE Pao & ELEVATIONS own.- ® Ex5„NGTDRE�NN�, � ®� 7Z.-Z=-.:!ZL DE4GExImNG I 1 I um FPRANEAN .—E HATE BRDIPCI' NG — — — I II os/oa/zozl zn9 w. ---_____________ ____________ c SCAIE� DRAWING NO: AS NOTED DRAWN Er RRR E�or- D-1 RRR (5) DEMO LEFT ELEVATION` 2 GF 7 SCALE:1 /B"=1'-0" EXISTING GARAGE (SLAB OGRADE) EXISTING PERIMETER CMU FOUNDATION WALL W/ 24' WIDE R.C. CONTINUOUS FOOTING DFOUNDATION PLAN SCALE:I /4"=1'-O" EXISTING PERIMETER CMU FOUNDATION WALL W/ 24" WIDE R.C. CONTINUOUS FOOTING NEW R-30 BATT INSULATION NU-VUE STRAP NVTA 16 FLORIDA APPROVAL 16294-R2 1136# UPLIFT W/ (7) 10D NAILS. USE AT EA SIDE OF TRUSSES — NEW HIP ROOF OVER ADDITION V-4" NEW 12" DIA. CONCRETE COLUMNS WITH 16' SQUARE BASE y NEW PAINTED W000 PERGOLA FACEMOUNTED TO CMU BLOCK WALLS WITH WOOD CORBELS Tt 4'-0" 4'-1" ADDITIO NEW FOUNDATION FOOTINGS UNDER COLUMNS SEE DETAL 4 NEW FOYER ADDITION THIS SHEET BEYOND � CSECTION SCALE:1 /2'=I'-0" EXISTING COVERED PATIO (SLAB ON RADE) DBAO !EXISTING FOUNDATION FOOTING AND SLAB 20' 2" ON GRADE IN THIS AREA FOR NEW ADDITION - NEW ADDITION 4 _ � SLABI O® 7 NEW 5' THK WOO PSI PC SLAB ON GRME W/ 1.4%1.4X6 WWM. USE 10 MIL M06NRE BARRIER OVER CRUSHD/CDMPACIED GRAVEL EXISTING HOME (SLAB OGRADE) DEMO EXISTING GABLE ROOF. NEW HIP ROOF BEYOND— 1 DEMO EXISTING FLAT CEILING PERGOLA LEDGER BOARD BOLTED INTO EXISTING TIE BEAM EXPANDED LIVI lG RM �—EXISTING CONC. BLOCK WALL TO REMAIN EXISTING GABLE ROOF TO BE DEMOLISHED NEW R-30 GATT INSULATION - 16 BARS DOWELED O 40" OC OR AS SHOWN DEMO EXISTING FLAT CEILING W/ 5- OF EMBEDMENT EA WAY (TYP FOR THIS SYMBOL). USE EPDXY COATED BARS WHEN DOWELING BTWN NEW SLABS & EXISTING STEM WALLS. USE REGULAR UNCOATED BARS WHERE DEMO EXISTING CONC. BLOCK FOOTERS MEET & AT NEW EXTERIOR STEM WALL EXTERIOR WALL ADJACENCY TO NEW SLABS ON GRADE. EXISTING SLAB ON GRADE AND FOUNDATION TO REMAIN #6 BARS DOWELED O 40" O.C. BETWEEN NEW AND EXISTING SLABS I. I I 3 SECTION - S1ALE:1 /2"=1'-0" I o f NEW TRUSS STRAPPING MODEL # SECURED TO FACE i- OF BEAM 0 24" OC (TYP) I.. I I 10X10%7-5/8 MASONRY 1 BLOCK COLUMN POURED SOLID W/ 3500 PSI MORTAR NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING SHALL BE FASTENED PER R-4409.2.3 & HAVE A PANEL SPAN RATING OF 32/16 OR GREATER. PLYWOOD SHEATHING SHALL BE NAILED TO SUPPORTS WITH BD RING SHANK NAILS- HAVING A SPACING MIN. OF 6" O.C. AT PANEL EDGES & AT INTERMEDIATE SUPPORTS. NAIL VENTED RIDGE CAP SPACING SHALL BE 4" O.C. AT ENDS WITH EITHER 8D RING SHANK NAILS OR 10D COMMON NAILS.) 12 NEW BERMUDA CONCRETE FLAT —77-z�3.5 ROOF TILE BY BORAL ROOFING NOA #21-0323-04 VAULTED CEILING/SCISSOR RDOF TRUSSES BY TRUSS ENGINEER REDUCE TRUSSED OF FLAT ROOF WHERE NEWEW TRUSSSS ED ROOF BEARS OVER NEW CMU BLOCK WALLS NEW DI IN NG RM BX16X7-5/8 MASONRY BLOCK 11031 POURED SOLID O 48' OC W/ 3500 PSI MORTAR W/ #5 NEW #5 BARS O 8" OC W/ MIN EXIST. VERTICAL BARS COVERR�ATIO 48" SPLICE & HOOK DOWN INTO 11261 NEW STUCCO OVER CONCRETE FOOTING BLOCK COORDINATE COLOR WITH POUR NEW SLAB ON OWNER GRADE FOR ADDITION #6 BARS DOWELED 0 40' O.C. BETWEEN NEW AND EXISTING SLABS DEMO EXISTING !* 1 -6 FOUNDATION FOOTING NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING SHALL BE FASTENED PER R-4409.2.3 & HAVE A PANEL SPAN RATING OF 32/16 OR GREATER. PLYWOOD SHEATHING SHALL BE NAILED TO SUPPORTS WITH 8D 12 RING SHANK NAILS- HAVING A SPACING MIN. OF 6" O.C. AT PANEL EDGES & AT INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4" O.C. AT ENDS WITH EITHER 8DRING SHANK NAILS OR 10D COMMON NAINEW CEMENT TILE HIP ROOF VAULTED CEILING/SCISSOR ROOF TRUSSES BY TRUSS ENGINEER NU-VUE STRAP NVTA 16 FLDRIDA APPROVAL 16294-R2 IMASI 1136# UPLIFT W/ (7) 10D NAILS. USE AT EA SIDE OF TRUSSES _ NEW STUCCO OVER 8" CONCRETE BLOCKWALL. COORDINATE COLOR WITH OWNER NSLAB ON GRADE AND 5'2" ADDITION 5'-2" ADDITION JUN 2 5 202, Town of Gulf Stream FL NEW 2X4 WD TRUSS BEARING OVER NEW PSL PLUS BEAMS 0 PORTICO NEW 5.5X9.25 WEYERHAUSER PSL PLUS BEAM NEW SIMPSON BEAM SEAT MODEL # * \—NEW ARS (4)HOO E 5' THK 3000 PSI PC SLAB ON GRADE W/ 1.01.06 WWII. USE 10 MIL MOI-RE HARRIER OVER D DOWNT INTO PAD FTG CRUSHED/COIPACIED GRAVEL NEW 1OX10 CONCRETE PIERS ATOP 46X46 3,CUS PSI GONG PAD FTGS OVER CRUSHED/COMPACTED GRAVEL TO ACHIEVE L MIN. 1,500 PSF COMPACTION 3'-10"X 3'-10"% 70" THK PSI PC. PAD COMPACTED/CRUSHEDFOOT3,0 FOOTNG W/ (4) #3 GRAVEL TO ACHIEVE EACH WAY O 8" 4 COMPACTION OF 1500 PSFBARS OC. BASE SAHALL BEAR 12" BELOW EX GRADE 0'G' 4B. (4) SECTION DETAIL @ FRONT PORTICO 1/4" = 1'-0" NORTH SCALE: 1/2" = 1'-0" PLARCIQIELT RUSSEL ROSRM SIGNATURE; ❑WTT3' LICENSE NUMM AR97277 V f So Russell Rosicki, Architect ALA, NCARB, 1)AFW7K TLEII,IIII AP DPSIGN R ARCHITECTS FL, LLP 6260 N HIGHWAY I AfELBOURI�M FL 32940 278 14EWPORT R DT:RRT:EFTT'] BF-AJCH FL 33442 VOICE : A54-ilI-90 INMaDESIGINRARCHITIMC11001 ENGINEER NO. I DALE I S[BMMON I KEY MAN - GARAGE RENOVATION ALTERATION LEVEL II 825 TANGERINE WAY GULF STREAM, FL TrnE FOUNDATION PLAN & CROSS SECTIONS DATE PRWECI PX)i 05/04/2021 2119 BCAIE DRAWM NO: AS NOTED DRAWN or. STS CHECKED W RRR A— 1 1 SFIEL 14W.3 OF o 4430 - 2020 EXIST. s CL EXIST, m '117 BEDROOM 16 EXIST. � � .� I BEDROOM II 10 I IT14 3 iI EOm POOL XIST. CL RENDERING 11 EXIST. O A-3 / EX•IST. n BATH CL 06 3 EXIST. v CL T�E CLT Ill1 j, 2 _ A-1 I � N EXIST. - _ COVERED OSDwO 7 0 NEW wDINc cuss DOOR TO ExlsnNc p • EXIST. COVER PATIO AREA t1 BEDROOM _ 20'-2" 71 Ol ADDITION EXPANDED FAMILY RM ® 606HO (N) (N) 7 (N) NEW IN -WALL GEBER' C-10" D14 - 0 5'-2' SEE PWMBINC PUN FO MORE I I I o ADDITION INFORMATION •-0•, 2'-2 "� O 2868 8' 5" F 6068 EXIST CMU ELK WALL T REMAN o I - = __ - BATH 'I NEW —ROD. FIXTURES SEE PLUMBING I OPEN SHELVES UPPER CABINETS OVER W/D WASH. DRYER " I; 1 PLAN FOR MORE INFORMATION I CLOSE FORMER DOOR OPENING I EXISTING WASPNO DRYER TO REMAIN 4-� NEW NEW � 17'-2" (I .:� 'n LAUNDRY/ - - DINING RMi I1031 KITCHEN `' MUD M _ NEW OVEN AND RANGE HOOD 0 _I - FOLDING COUNTER WRH LOWER 7'_5•' UPPER CABINETS CABINET AND HANGING POLE 2868 NEW BEAM 19'-11 NEW 8'X8' SQUARE COLUMN EXISTING a' STEP DOWN TO REMA N AHU i w REF O n "5D ,�, 1UIUH ROOM MASTER BEDROOM RELOCATED ELECTRICAL PANEL � HUTCH p® ( COORDINATE W/ OWNER FOR NEW 668 266E FLOORING THROUGHOUT AREAS OF WORK 3'-8' NEW NE EXPANDED LIVING RIMA NEW CL � LN. 20 a-3 EXIST. ® DOUBLE VANItt n 206H 2'-0 1 GARGE 100 _ a -t0 NEW 0 � NEW W� 25'-1" A �R BATH O 11071 Ol I FR STED GLASS DOOR - NEW FOYER _ _ _ _ _ _ - _ _ - .. n11._2" ® _ 2 _ NEW `� 3•_10- W C - Oe O < a - TALL CAB. SEAT wRH n 6'-0.' HOE CIL LOWER URA. 1 8'- 14 _ __ - 160_70 - - _ _ — _ _. _- - 1 3 O INIC (I 3 FRONT DOOR FOR 6'-1" 75' 4" DDITIC ADDITION 2 -8 ADDITION ADDITION EXPANDED FOYER O +% ADDITION 5.25%9.25 PSL PLUS BM 1 13'-4' _ 3X7.25 RIPPED PSL PLUS BM RELOCATE EXISTING WINDOWS TO BE CENTERED ON FACADE NEW PERGOLA FACE MOUNTED TO NEW 12" DA COLUMNS WITH 6._5.. CMU BLOCK WALLS ON EACH SIDE 16' SOUARE BASE O DOW LABEL WINDOW PRESSURE RAT'G LAREAS "AR 'A FIRST FLOORHE 0®7���®©0©0 SH77MA POT SINGLE HUNG SH7700A PGT SINGLE HUNG POCKET DOOR TO WALK N CLOSET SHOWER BENCH NER BODY SHOWER HEAD ABOVE RENDERING RENDERING 4 PAVED PATIO SEE PLOT PUN A-3 ON T-1 A-1 t� J l 1) D 2 4 6 CONSTRUCTION PLAN 1/4" = 1'-0" SCALE:I /4"=1'-0" NORTH QORWINDOW SCHEDULECALE:NTS JUN 2 5 ?021 Town of Gulf Stream R, AR(ffi®CP ROSSFl1 RIOSEC® SKRikTUR r' DATE: (ITS jff��_ Russell Rosicki+L-Architect ALA, NCARB, DAKL:ti, T 113 AF DESIGN R ARC lrrFAC!M FL, T T n 6260 N HIGHWAY I N1L;LBADII[ ? FL 32940 Z78 NEWPORT R DFTlR.s2FfRT.TI BEACH FL 33442 VOICE: 954-34-9W RNFDrDI?9QNRARCHMCISCOM KEY PAN: GARAGE RENOVATION ALTERATION LEVEL II 825 TANGERINE WAY GULF STREAM, FL CONSTRUCTION FLOOR PLAN & DOOR/WINDOW SCHEDULE LATE PROTECT NO: 05/04/2021 2119 SCALE DRAWING NO.: AS NOTED DRAWN BY: STS �Br A-2 RRR SEEST NO: a OF FL eP 3ffnrr RUSSELL R09C10 SIGNATURE ����ii��iiii�iiil:-- ��+y`���y!'y!����y���j�i�y�������y��,�i�i�i�y�y�y�i�i��y _-��1�i���1yiy�yy�y�y�����y�y�y���y���y�y�y������� �l���y�.��y�y�y�����L�y���y�y�y���y�y�y��i�l� ��i�����y�y�y:��y�yly��jy���i��jlii■�L�� _ ON IImo; NI MB - Imo ' _ _ ■■l� ■o! ■■! = - ■a! ■■■ 1- it � = ■Y■ �r� �■■ - _ • = ■■■ ■■■ ■■■ L - ■7■ _ r - 10 -• . • •' 1 FRONT ELEVATION D+4. KEYSTONE AROUND ENTRY OP-56.6 PSF SCALE:1/4"=V-0" RELOCATE FRONT DOOR AND SIDE LIGHT TO NEW FOYER FACADE NEW BERMUDA CONCRETE FLAT NEW HIP ROOF OVER FOYER ROOF TILE BY BORAL ROOFING T.O. RIDGE ADDITION NOA #21-0323.04 EV- EL14'-2" 1 Hill 2 NEW GUTTERS 8.0. FASCIq LEV- DP+45.4 PSF ' DP 60.8 PSF S25%9.25 PSL PLUS BM DP+44.1 PSF ' DP-47.9 PSF NEW 12' DIA. DP+44.1 PSF COLUMNS e 5 DP-SB.2 PSF 6 STUCCO 8" BASE TRIM CONTINUING AROUND - - CORNER / 30'-1" ADDITIOP NEW ADDITION TO MATCH EXISTING STUCCO IN ALL ASPECTS l L) RIGHT ELEVATION SCALE-1 /4"=l'-0- -lz ----------- NEW SINGLE HUNG WINDOWS WITH GRID MUNTINS EX COVERED PATIO ROOF AT A Y.' SLOPE 4rn�r NLW WALL St;UNCLl L%I�IINu I. . - 3-7" O 0 O A ITI N tttfff DP+41. PSF 9P+44.0 PSF DP-52.5 PSF DP-47:6 PSF NEW REAR ADDITION TO EXTEND � EXISTING COVERED PATIO ROOF INTO EXISTING COVERED PATIO AND COLUMNS TO REMAIN AREA NEW CEMENT TILES ON EXISTING GABLE ROOF ' 6" STUCCO FRIEZE BAND EXISTING POOL AND PAVERS TO REMAIN 1.'P/� +� Of Gulf si eam DATE CTS jr�T Russell Rosicki Architect ALA NCARB. = I.1?SD AP DESIGN R ARCI-IITBC IS PL. LLP 6260 N HIGHWAY 1 N4ELBOLTRNE FL 32940 278 NEWPORT R 1[>7Ruu1FlP Tn BEACH FL 33442 VOICE : 954-vl-9 MDta D .'ISCOM ENGII M KEY PLAN NEW BERMUDA CONCRETE FLAT ROOF TILE BY BORAL ROOFING T.O. E NOA #21-0323.04 ELEV-RIDG4' EXISTING GABLE ROOF TO REMAIN 12 _135 NEW GUTTERS B.O. FASCIA EXISTING TO REMAIN EV= 8'-6' 00. 6" STUCCO FRIEZE BAND 6" STUCCO FRIEZE BAND ® O N (N) NEW WALL SCONCESEXISTING SLIDING DOOR TO MASTER BEDROOM TO REMAIN 5-2DP+45.4 PSF DP+44.6 PSF ADDITION. _ DP-49.3 PSF DP-59.2 PSF DP+41.3 SF j DP+i23'PSF' DP+41.3 PSF DP-45.1 PSF r - - FlNISHED FLOOR - - - - '-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRADE NEW ADDITIONS TO BE FINISHED NEW SINGLE HUNG WINDOWS WITH NEW SLIDING GLASS DOOR WITH STUCCO COORDINATE COLOR GRID MUNTINS WITH OWNER 3 REAR ELEVATION SCALE:1 /4"=l'-O" O. RIDGE EE14'-2" B.O. FASCIA LEV= e'-6" 4 LEFT ELEVATION SCALE:I/4"=1'-0" NEW CEMENT TILES ON EXISTING GABLE ROOF NEW BERMUDA CONCRETE FLAT ROOF TILE BY BORAL ROOFING NOA #21-0323.04 3.5L_ 1Qt 12 10 it O - 12 EXISTING TO REMAIN T - � EXISTING TO REMAIN DP+45 3' PSF DP+45.4 PSF DP+44.6PSF DP-60i'PSF DP-49.3 PSF OP-4B.5 RSF D+4 .9 PSF --------____.__----_.----_ ___-- DP-47.7 PSF (-�� � _-_--.---_.__�__----- _-- _.----_----- _.---_--! NEW HIP ROOF OVER FOYER ADDITION ANEW GUTTERS -4.. - NEW 12" DIA COLUMNS GARAGE RENOVATION ALTERATION LEVEL II 825 TANGERINE WAY GULF STREAM, FL IrI1� PROPOSED ELEVATIONS DAIS PADIEC7 NO. 05/04/2021 ?119 SCAIE: DRAWR40 NO: AS NOTED DAWN HY STS A-3 �Rr RRR I SI1EIrF ND.� 5 OF 7 FL ARC9i1H.T RUSSELL R06ICK1 SIGNATURE: DATE: LICENSE NUMBER: AR97227 G�s DASHED LINES INDICATE CMU BILK I BEARING WALLS BELOW. SEE PLAN FOR EXISTING/NEW WALL A Rod R 1 1' DESIGNATIONS Rod Rosic� Architect ALk NCARB. 1:JARCE3. T Fp17 AP III T`�bp ` 202' DPBIGN R ARc14rr A=M FL, LLP !1, 6260 N HIGHWAY 1 Gulf 9 NIE BOXJRN�? IT- 32940 EXISTING F TRUSSES TO _p^ ldl U 278 NER'PORT R REMAIN, RQi F W/ NEW 1 I'�a BERMIUDA C CRETE FLAT ROOF S�I D>2>P'�'T T� BEACH FIT- 3-i442 TILES BY BO ROOFING I _ A-5 NOA #21-0 3.04 I VOICE 954-3II-949 ItTPD''a DB9GNRARCFQIHCTSOOM ENGINEER+ it I, � I -i EXISTING FLAT ROOF TO REMAIN - OVER EXISTING TO / SLOPE: 3.5 :12 o SLOPE: 3.5 :12 \ a EXISTING CMU BILK W LL (VERIFY) ¢ (VERIFY) Z>� & TIE -BEAM BELOW T REMAIN U.O.N. iI i ut II 7_y" NO. DATE SUBLamON 30 -8- VERIFY I— Z.,.,LOPE SHALL MATCH EXISTING ON THIS SIDE SO THAT THEY MERGE SEAMLESS - -- - --- --_ _- - - _— -_ �- __T------- - ------------- MATCH NEW EAVE @ GUTTER W/ EXISTING 1T-7" / SLOPE: 3.5 :12 (NEW;- MAT EH EXIST) 4 �y I RIlUCE OOTPRINT OF FLAT ROOF F, A-3 < WHERE NEW ROOF BEARS O" KEY PLAN - WHERE 2 OVER NEW TRUSSEDCMU BLOCK WALLS o �Q 3J€W-ROOEJ2IDGE S M E REMOVE GABLE -END ROOF/ HEIGHT AS EXISTING ROOF RIDGE 0 TRUSSES OVER FORMER MASTER NOTE: REMAIN BEDROOM NOA APPROVALS TO BE 20 0 SUBMITTED BY CONTRACTOR / 2% EOU LEG SCI R TR S (VAULTED CEILING) � NEW HIP RIDGE o NEW RIDGE�ISOFTS REMOVE GABLE -END ROOTO IX N TRUSSES OVER FORMER GARAGE. w a (HOMEIS OSED TOINSTALL NEW HIP SHAPED ROOF z i BE WIDEREXI NG) o -0 TRUSSES ACROSS HOME, U.O.N. ZL BOTTOM CHORD OF TRUSS a A 3 NU-VUE STRAP NVFA 16 SHALL RECEIVE NEW. FIRE FLORIDA APPROVAL 1514 UPLIFT Lq TREATED 2x4 FURRING STRIPS 9 W/ (5) 10D NAILS. USE DEL l(�l i6 O.C.fo SEr7URE W 1/ SLO 3.5 :12 STRAPSTYE X P Bq. UNDftNEATI� �p� iNEW 8X16 R.C. CONTINUOUS NEW GIRDER TRUSS TO REPLACE F� TIE BEAM W/ (4) #5 BARS EXISTING TIE BEAM FOR A FLUSH oCF SE NU VUE NVTP4H J015T HANGERS ��Q !o I T/B. #3 STIRRUPS ® 12"OC CEILING O EA 4X4 RAFTER TAIL SECURED �E DOWN TO BEAM CAPACTK=8280 '^ C RIDA �PFR AL 1 6294 R�2NEW BERMUDA F — I 3 5:1 -F I II T- 1 II I I TILE BY BORAL CONCRETE TO E FLAT ROOF N APPLIED TO ENTIRE ROOF NOA�21-0323.04 1 GARAGE RENOVATION — — — — — — — — — — — — I — -- — -- — — -N�, ALTERATION LEVEL II ------------ i —ems i I �4,ovE qo�� q i P0•_7^ I 1r-9, 25'-11 825 TANGERINE WAY NEW DRIP EDGE IPRESSUREi _ ,_4 NEW FACENOUNf MASONRY GULF STREAM, FL TREATED FASCIA �ARD - BEAN WINGER BY SIMPSON NEW PAINTED WD PERGOLA W/ LGUM26-2-SDS. UPUFT REMOVE GABLE -END ROOF/ 5iEW 12' A PLUS BM EXPOSED RAFTER TAILS NEW 12' DA COLUMNS RESISTANCE 2435/, FL TRUSSES OVER FORMER MASTER APPROVAL /11473-R4 USE SIMPSONRAFTERND A23 ANGLE CLIP BATHROOM TITTLE: NOTE- INSTALL CROSS -BRACING & RUNNER 0 EACH ETO FASCIA PROPOSED ROOF PLAN 2X BRACING WHERE INDICATED ON TRUSS 64'-7" DRAWINGS. APPROVAL #1G446.1 10'-5" REMOVE FORMER MEDTTQiRANEAN CONCRETE ARCADE AT FRONT OF �5 - HOME A-3 I14TE+ PROJECT NO: WORST CASE WIND UPLIFT AT 05/04/2021 2119 CORNERS +22.3 -91.6 SCALP: DRAWR40 NO: AS NOTED ORAWN BY RRR l 1) PROPOSED ROOF PLAN 2' 4 6' RRR A-4 SCALE:1/4"=1'-0" 1/4" = C-0` SiiPET 6 OF ] NORTH F7 P- Mi M. cd a, Ct a Q" 3 a °' o 4-1 75 ° o -5 a- 00 O Q, t 4.1 00 v v ~ ccz w u Z, c u Z •vcz A ~. 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PM L6P-I DeTAu- 512. 70' i m SLACK DMY9 C) z 2 i WATER VALVE CROR- 1 E%ISTOKi------------ HEDGE 6A7 i -- ------ — 1 I WALL'LQM COLU" I� LIFE • 2-STORY GARAGE/ i BUILDING 1 SMCK 5' BEACH ACCESS EASEMENT .-..p- I�- 0= I 6ItI CK ORiv-e OVER TIC TANKS 6:EIGHT STE WALL.- EM@ISIOH I r r i I 3� f< �1 �t n � of vil � 2-STORY 5' SINGLE FAMILY �I RESIDENCE I I 1 � 1 I � r I I I 1 t _I i 1 CONSTRUCTION CONTROL LINE (PLAT BOOK 80, PAGE 152) (RECORDED AUGUST 1997) SITE LOCATION 01KIBRA!- 6(Tt LOCATION �s SCALE, NM TO SCALP <* north I I I i WALL I 122.21' 5.89114'02"W. N PRIVATE RESIDENCE NEW PRIVACY WALL 1 275 NORTH OCEAN BOULEVARD TOWN OF GULFSTREANI, FLORIDA 33483 INDEX op DIZ14 R146 SP-I OTE PLAN, DETA0.6 MID NOTES 6.1 6TIE7C1lRAL DETAILS AND NOTES ac-oft op wow NEW PRIVACY WALL r-P=-------------- ---'-- 188.80' 0 w J iR•? aCTO T.R'1 m Os x G• x.RDlT6 a n/ n 6AR caNlNlou6 , ,r V Tn•triL MUM CAL WTw N • AT fi• CeTOY U Z 4T aaGF1' CQIIER Q 1 ALL Ct8-L•'l1ID S ATWAe U Y I 4PACO SEAM S Q Ntd6Crlcr rt6 _ ' 1� zo aW1 ,.e 9 A0 t!1 -t RSTTGM AM CU•ARM• Ol9 6TR.Ff At Y 09111le TYPIGIL H• ALTAR PILO WTI (W • Im m TILL L amow am+e T!O • MN•9lSI r r veRHCAL APALN6 ; VTit PRIVACY WALL CWTAiL r2'� SCALP, 1/2' • P-0' -- SP I 15' EASEMENT PER O.R.B. 3675 PAGE 614 O.R.B. Da6TNa� 4127, PAGE 1829 AND O.R.B. 5599, PAGE 927 'Si 51' LESM�1� Imo' � IMIY KF• f WALL PLAN SCALE.~ . I'-V SP-i neP♦h 4 NMAL 00N6TRUGTICN NOT1t6 ! WOM SMALL N=DE ALL ITEMS (SUO.OFYS AC SITE) AG NDICATED ON "H10 SET S. FOR CCHY84E WZ N DE.SCPOPMON L AS A STANDARD PON GRADE, TYPE, OLLALTY OF DRAUW36 ULE66 NOTED OT)ERU6E, AND PZFWOFW%N2 44AR4GR 06TICS PROPPOSTARY "ES ARE NCLLOW AITN SONS OES M"04O. TWO DOES NOT r MY ANY PRHEIREWZ TO A PARTIOLAR 2. ba� DEMOS" FOR U 1LMEG NMWNG WATER PINTER, TeLPPWONE MA"A0T1SIEJR BUT MktlJ •I ILO ARAM NT6, UTW PSLAL OECWOM 5EN6 RUDE AND ELECTRICAL SERVICE TO SO MADE BY TWO GEMRA- CONTRACTOR PE M 6Y THE 0~ AND ARCWRECT. FEES. AS Fe=ngw, $HALM. BE PAD sn TWE cONTRAOTOR FOR MAT 1- R OI OF TILE WOPSI- S. AIWA 43E POR 6WTASLE OTORA09 SPACE POR MATEMA.6 TO PIlV81T NCUIOKN OF PO1ENW4 MATMAL-6 AND DELAYER AT SUCW TM8 AS NOT TO NTOiE!! WTW i GB/9FAL CCHTF ACTO! STALL MANTA24 TINTIORAPfr 9EGTMCAL. WATOK AMP OTWEIR OPERATKTIS MAT16eALO ON STE SMALL 52 KEPT N tNOPEiED, OFR S SANITARY PACLIMS A6 1EGUIED FOR TWE DUCATION OF CONSIFUCTigi CCWAMM OR PACKAGED TWAT SEAR DENTFYNG L.AaMA ANCH AIR NOT TO M. P WOR TO 6TA rW. WOW, TWO GENERAL CONTRACTOR SMALL N911PY AFnITECT SE REMOVPD WM THEIR MEDIATE RT USE. PFLT ALL MATERIAL6 Pw4m MNOR ASRA6IOIS AND HANDLE MASONRY PROOUCM WM CARE TO PIEVL9IT CNIPP4YA OF ANY 00CIEPANCE6 N TE ?L-AMS. WRRTEN PldtlPft TCIGATN6 OtlIN NS AND DAMAGE SHALL 9E USED NSTEIAD OF SCA.NG TIME DRAWN6S MAOLVREPENTO 6Y SCALNG $WALL NOT SE USED AS Off-e OMO TO 11CRC 6Y. FELD MANAEM-CS AIR ','ME I0. (JENERAL OOKMACTOR SMALL REMOVE ALL COMSTIRLICr N OEM$ Nii7M THE M36RONM®ILITY OF TE GEr6RAL CONTRACTOR swop- DRASSAGO MUST am MELD JCS SITE A LEAVE WLDN6 OR7O1 CLEAN. ALL 01A-Ad6 $HALL 6E THOR0004LY VERFI7Z. CLOAKED AT CONTLETiCN OP AO PK AMY PANT SPOOKS L OT1E7! CONO'TSIC-rM S. ALL WOW SMALL SE PLTEOR-ED N ACCORDANCE WTH ALL :ODES, RYES AND RAISES 6N,ALL SE 4drfMED PROM Al WOWED SURFACES ROGLLATk M0 OR ?Q"TMCrKM HAVNG AM6DICTICK GESERAL CONTRACTOR IL 49 ERAL C4NTR4CT0R SMALL WJ ARMREE ALL MATRIALO AC LLGRO+ANS14 P TO 04A L PI6?PTLY NOTIFY AKJITECT U`OL THE 015617RVANCE OAK VAMATON EE PRE! OF DETCTO POR A PERIOD OF NOT LESS THAN (D YEAR PROM TWO DATE BUNAM M THOSE DOCU"@ M AND AK APP'LCAKA CODE6 OR OROWNC;96. OF ACCEPTANCE C.OIRL''A 4N OF Ml!CM $WALL BE CO'!9-ETED N A Tr•ELY 6. ALL C046TP&CIOi MATEIRIALS $HALL SE NIRU AND SW1 BEAR ISD1•jgl}eT@tl'S RJR WTHOUT ADDITIONAL C%LAR7G TWO SMALL NCL DO EEB'BLTO WIKH AIR LA)SEL6 WMEIR 4PPiCA6lP- DA•TACAM BY SAID DEFECTS 1. ALL PERS, S!'POPMO. SMELVNG, POUDATION6, ANCHM 60L-T6, HNIGEIe , WITCH G. ALL LU-151M SMALL SE DOU K.AO FM URH A MNM14 PNMt STREW OF WM PSI, APE IEOLOWD 6Y A S76COMRACTORS FOR THE SUPPORT OR HMIGNG OP THEIR OR NO. 2 S011IMEW PINK, UNLESS NOTED OTERLQSG ALL LU eept N CONTACT WTI E414"M SHALL BE "'PLED BY THE CONTRACTOR RElyUIF443 &0*- CONCRETE OR M46OPRY SHALL 6E PPMS&jM" TEATED. 6, ALL PETAL USED POR CONECrM WOO MISERS SHALL W GALVANIZED - ALL NALLO, SOLTa OR OTHER.ETA- CONECTOR6 SHALL BE GALVANIZED OR SHALL SE C:OMSOSOM RESISTANT. WFLORIDA SULOM CODE 26t20- A6CE l 1-Io FOR ARC LOADS, (T10 MP 4 41DE6PREAD E)TO&JRE 'C) l ,ST AIO TO AOTM AND OTEIR 6TANDAMO6 SMALL TEAM TFE LATEST SM MEDITION IN EI PECT ON THE 60 DATE OR DATE OF OWSR- CCHTRACTOR A00RES'81T UMLESS NOTED N TISSE DOW194T6 OR OE6IGNATED eY TE GDrseuNs clam NOTES, NOTES ON TWE SDIVIDUAL 67M1CTSFAI OR ULSAG6 SMALL TAKE NeOFUTY OVER STPO=nPAL NOBS ON TWIG OHM *,�+•! ImvR TO TWO SPECPIC'AT10NS FOR .NIOR'7ATION N ADDITION TO TFEOE HOLES AND TWE OT167CT FtAL PftQ G6 ETC. 6�'2l RA - IQ99R TO TWE AIC4RECTl41L DRA was FOR ELEYATIONS DOORS, W COWS, NO DEAR MG U 411 1 5 CURTAIN WN13, ELEVATORS, STAM, SLOPES, OURS&, DIFANS, DEP Eftk'l* RAILS406,'LATEFW4WGFNG. ENTOMB. SMALL GOVMWL ALL DISCREPANCIES SMALL BE 51%MiS T TO TWE ATTENTION OF TWE 2JAGREMICZE, N CASE OF DISOPOWANCIES BETWEEN TIE PLANS, SPECl1CAT10NS, REFEIRR CE STANDARDS M OOVMRNM CODE, TIME MOM 6TPU40EW IEdISREMENTS AROIITECT BEFORE PROCEFDN6 W W UJORC SITE VePtFrATKZL TE CONTRACTOR SMALL V£MPY ALL DrENWONO, ELEVATIONS AND 617E COCITO O SE FOIE 6TARRIG WDW. AND THE ARCNREOT 64ALL, 6E MIEDIATELY NOTEIED. N IPOTM OF ANY DtOC AN=& N NO CAN CASE SMALL DE`EN6IOID EE SCALED RCM PLANS. SECTIONS. OR OETAL.6 ON TWE STMCTRAL DRAU046. N CAGE OF oma61RN AND OONPLCT6 SETUMEN TWO PLANO, SPECEICATI N6 AND 671E CONDITIONS, TWE AP1=47ECT SMMA.L SE NOTEIED OEPOLE NSOCEEDNG OTII TE'XW- THE COTRACTOR 16 FIROPONOME POR SAPETY AT TWO 671E AD FOR TWO 6TM6VGM AND OTADILITY OF ALL PARTLY COMPLETED 61'a'=LMd LOAD : rwTW LOADS ON TWO OTMICTLE SMALL NOT EXCEED TE Onk! 1 LOADS OWOUN UNDER •DESGt1 OWA•. L{�ffidLA WERE SHOP DRAW406. MILL TESTS. OR OT1ER TH10 APE IEOE6TW 61JOMRTA. SNLL BE MADE TO TE ARCWTOCT PRIOR TO PASRCATON OR INSTALLATION N TWE OTRICTSE 44.E66 SPKEICALLY NOTED. ALTEIRNATEN ALTERCATES POW 6PEDFED TR6•IS SMALL 6E SEFOTTED TO ARCPEIECT POR APPIROVAL CONTRACTOR SMALL MIDGET POR PR•6 A660CJATM WITH TWO REVEW OF THEM MATER6AL6. VZovi♦{ora1 PwJ�e 200904 Ld o co cr) U a z LLI w O J J Q 0 O U L z LLJ U ¢ Q w _— U w Q� 0 cr. LLi ~ U) F- F LL Q w Ir -1 } z O z U �v LC) LL N 0 n z 3 O I— PwJset Nuts PRIVATE RESIDENCE STEPHEN BRASGALLA, ARCHITECT Sul.. Date. s7cll e PoJ. K.b- 2009041 GENERAL NOTES �'-'^- /CQM FLORA BIALMIM COOL• 2C20 Obi 1 ASOE 1-AO FOR WINO LOAD& RO99REMM TO ASTM AND OTHER 6TANDAPPO SMALL ME4N THE LATEST EDITION N EFFECT ON THE BD DATE OR DATE OF OWNI R- CC TRACTOR AOW'$@/T 1N1-E66 NOTED N THESE DoarlIE Nf0 OR P603 DATED BY THE 30VtiNI4G CODE. NOTE& NOTES ON TWE HDMDLAL STRUCTURAL ORAENGS SMALL TAKE PRIORITY OVER 677RCTIRAL NOTES ON TN16 614ppT. SPECIFICATION& 1@TJR TO TWE SFECFCATON6 FOR HFORMATION N ADDITION TO THESE NOTES AHD TIME 6TRiC11RAL DRAYING66 __, R@ER TO THE 41CHTTECTUfAL DRAWIG6 FOR ELEVATIONS. DOCR6. UIH4X21s, NOISEARM' WALLS. CURTAIN WALLS, ELEYATORIS, STAIRS. SLOPES, CUMS, DRAINS, DEPRESSIONS, RALNG6, UWTERFMCIOFNG FI RIW A ETC DI60EPAN MIN N CASE OF DIS4ElPANCES BETWEEN THE PLANS, SPEC 9CATIONS, 1 STANDARDS, 4 GOVERNING CODE TWE MORE 6TRHGWNT IEAWIIIE"BNTB SMALL GOVERN ALL DISCREPANCIES SHALL EE BRNGNT TO THIS ATTENTION O TWE AR3ITECT BEFORE PROCEEDING WITH WORM SITE 1 g THE CONTRACTOR SMALL VERIFY ALL DISNOCNS, E.EVATCN6 AND SITE CONDITIONS BEFORE STARTING WORK, AND THE API:MnlCT SMALL BE "WIATELY NOTIFIED. N WRITING, OF ANY OMOEPACE& N NO CASE CASE SMALL DITMB40IME BE SCALED FROM PLAU, 6E.CT1100 OR DETAILS ON THE STIUCIIRAL DR WHOSE XIMMLIOM N CASE OF OM 6114COS 00 CONFLCT6 BETWEEN TWE PLANS, SR•ECIFRCCA IONS AND SITE CONDITIONS THE Ai341ECT SMALL BE NOTIFIED BEFORE PROCEEMNG TRH TE I= TIE CONTRALTO! I$ RESPONSIBLE FOR SAFETY AT THE SITE AND FOR THE STRENGTH AMP 6TABLITr OF ALL PARTLY ='PLETED 6TRIJCTIIE6. Up6Q1211M LOADS ON TWE 6TRCTlE SMALL NOT EXCEED THE M54N LOADS a+DWN USER ve61GrN CRITEIA•. &40P DRAWINGS, SIEMIT SHOP DRAW NG6 FOR REI PORCNG STEEL, P06T-THN61O4 STEEL AND FO@1 WOW TO THE AIRC4RTECT FOR REVIEW PRIOR TO FABRICATION � , WF1E SHOP DRAL11446, MILL TESTS, OR OT ER ITE"s APE IEQEOIM, BUOMITTAL SMALL BE MLA DE TO hE STRUCTURAL EY45NM ¢ PRIOR TO PABRCAT.l4 OR INSTALLATION N THE STRIOTIIE, UNL.E66 SPECIFICALLY NOTED. AL TERNATE& ALTERNATES FOR SPECIFIED ITEVI6 SMALL BE SIEMRTTED TO ARD4TECT FOR APPROVAL CONTRACTOR SHALL BUDGET FOR PEES A660CLATED UT14 THE REVIEW OF THESE MATERIALS. REINFORCED CONCRWM MASONRY L HOLLOW MASONRY UWT6 SHALL CCMORT TO ASTM C-9e, TYPE L GRADE N UT14 A MNIII'W AVERAGE CONCRETE STRENGTH ON GROSS AREA OF WPM PAL (00T1P 6TRE NGTM ON NET AREA . FC . 2000 PMU 2. MORTAR SMALL COMFORT TO MM C-416, TYPE iT WITH A 26-DAY STREM2114 OF 23" PSI, GR= SMALL ATTAIN M "M .-OMPIEE6IVE 6TREY74 AT 28 DAYS OF 30M PM AND C:RFORM TO A611M C-436. 3. LAY ALL MASONRY WIM FILL FACE HEAD JOHM AND WITH RACE 6HELL MORTAR BEDDING 4. MASORY A4C40RAGL• TO 81.1MER11TR UCTIE MALL BE PROVIDED N ACCORDANCE LIEN 6TRI)OTIRAL DRAWINGS AND DETAILS, S. THE USE OF ADM DCP.M i 3:.,' :NOT OE .-?J0"IT'ED UTK4T PRIOR APPROVAL O TIME A CMITECT. 6. VEIRT -AL REIFORC 43, (A ASM A 65-60 PER REINFORCING SECTION. (N W6E N A FOLI RATION DOWEL DOES MOT LIFE UP WITH A VERTICAL COIF IT SMALL NOT BE SLOPED MORE TW4AN ONE HORIZONTAL N Six VERTWW.AL FOR ALGMBNT, EVEN T4000N IT 16 AN ADJACENT aEtl TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SMALL NAVE A M'QU'IM CLEARANCE OF OE-QUNRIER NCH PRO" T4E MLASONRY. (0) VERTICAL REIFORRCEM INT SMALL BE PROVIDED AT MAC34 SIDE CF OPOI NL6 N WW1.. AT WALL INTERSECTIONS, CORERS AND ED& INS, INFORMING SHALL BE THE SAME SIZE AS, THE 6CMEDILED WALL REIFORPARTICULAR CI G FOR THE PARTICAR WALL BRIT NEVER LESS TMI4 I 'O - ULES6 NOTED OTF]RRUSE. OP SCIAL CARE SMALL BQ 1`40 4 TO INSURE THAT CELLS TO BE GROUTED LIE UP PROPFAY. 1. PROVIDE li GAUGE MALVAN ED MIAOONRY DOVETAIL ANCHORS AT 16" Or - VERTICAL FOR ALL MA60 NMY PLACED ADJACENT TO COLUNS. & TEFURATE ALL VERTICAL REIFO C-MG INTO HIGHEST CONCRETE OR MAOOiRY BEAM ABOVE AMP PROVIDE HOOK BARS IIND6. S. PROVIDE CORNER MARS, AT ALL MASONRY BEAM MTFJRbECTON& BARS SMALL BE SA'Y SIZE AND CLAM TY AS, BEAT REINFORCING. ID0CNEFDIG WY N BOTH DIRECTIONS. 10. PROVIDE WO AM REINFORCING - TR196 TYPE IN ALL W6,LL.6, IS,• OC. VERTICAL N IV BLOOM IL WALL DESIGN 16 BASED UPON AC 630-66 / AIKZ 5-60 AND SPEO9C ALLY S6E ELASTIC ANALY1516 SECTION& U. MASORY SHALL BE CWECIQ= FOR 02'71E6MVE STRENGTH BASED ON TE FRAM TEST METHOD AS MODIFIED N COFORWCE WTI ACI S30J-M ART. 1632, PROVIDE A SINGLE TEAT SET OF THREE (3) PRISMS FOR EA 14 WM SO.UARE FEET OF 14 ASORY. ONE TEST SMALL BE PEfORED PRIOR TO OONSTRWCTKM I& MASONRY SHALL M FILLED WITH COARSE GROUT TYPE AND TESTED AS, STATED N TIME CONCRETE CYLINDER NOTES. FWE ENOE 6TAIDAID6. FLORIDA BWLOIG CODE 7020 A4CMOR ALL MA6QRY CONCRETE TO P"XED CONCRETE COLU4tl WITH DOVE fAiL ANCIOM OR SERRATED BLOCK TEE. FASTENED 4" POWDER AC'TIWTED FAWSHE R8 AT VERTICAL WACHS TO MATCH TE JOINT REINFORCING. CAST -IN -PLACE CONCRETE CONCRETE pAINpcRcwimST QTELQe1�� AG 30 'SPECFCATION! FOR STRICT- AG 3A CMAPIER S. -ACIOETALNG JPAL CONCRETE POR BULLDIVGO•. A COPY OF ACI SP-E WELD MWAAL• lSP-661 LFSt 'PI.ACHG IEPlIFOICNG TARS', CM R9-F_1RENCE FIAKL1L'. WMICM INCLUDES DES ACI 301, SMALL EE IGE°T TMAMUL OF STANDARD PRACTICE' (MEP-V. N TIE CONTRACTOR'S MELCt2fflVNM&ALL MdiERlAL& TME& AAM ASTM A60 A616. AND/OR A-6rI, GRADE 60 GF!'"ENT................................... ASm CBO 1600 KW YIELD 6TPE NGTM) D@tlRI'IED EARS, U6.E06 NOTED. AWFISG AIRS ............................. AOTM C33 Aar+o(TtaREs....................... . ....... ACI 301, 6ecc 22 I'm DIED Ow ----AP 4290Cs etio Aem AIM. DEFORMRIA4® RdBG AOM A49L (ADRMDCT#R!A MAY BE USED ONLY AFTER APPROVAL BY AIRCNIEGT) WATER. ................... ........... AOM CW L PO fLew RF$8LOl USED7-eE NOTED ON m-AN 6 BLHIT PROPOSED PRODUCT TO ARGNIECCT PRIOR TO USE ADD FIBERS TO THE CONCRETE, M X AND PHS14 N STRICT ACCORDANCE WITH TE MA FAC/IJIM" NSTRICTIONS, TEST MAX MAX LOCATION 9TFErYTH ACE A4CR U!/C MNW'I2MBAR VJ -PORM. CQIFOl6M TO CWAPTER 3, 0R61 MO -L (PSI) (DAYS) SIZE RATIO CEMENT TIEJIINEU I611 GAUGE OR FRAMER. BL.4OC ANtffAL.ED• FOIIDARTOINS 30M 28 F AO 450 LS& 6TIUCt. SLAD ON GRADE 3000 26 1• - 450 Ls& ELEVATED OLAM . BEAMS 3000 7o F A0 A" LB& FILLED CELLO COURSE GROUT 3000 2p SS,' AS 660 LB& �� 3000 Zs r 60 460 LB& • TFE USE OF A 6LP914PI AOTIClgR IS ALLOWED BUT NOT IEQ)SED. SW RIKAGT FOR I" MIX SMALL BE LMTTED TO VON&S AT 26 DAYS AS, TESTED 8r A6TM C61. CONR.:CT& DESIGN MDE6 SMALL NEST OR EM7f0 MACH RRIEauIIRe'8R SPECIFIED. WERE BoT4 STIERCTM AND P6U21I1 W,4TER-C&2NT RATIO AM SPECIFIED, THE MOOT 6TV0101 T SMALL APKY. FOR EXA"PLE, MAX071.1 WATER -CS -ENT RATIO MKWT RESULT N A STR NQT4 GREATER THAN THE PAW~ SPECIFIED, LICEU05E. A LOWER 'JNTER-GEIENT RATIO THAN SPECIFIED MAY BE RMALOWD N ORDER TO ACHIEVE 71 E REQUIRED 6TREN TR W .RAC 410C RATIO SMALL BE BASED ON TOTAL '@NTI CETIOU6 MATERIAL. IF NOT SHOWH ABOVE, WG RATIO SMALL BE DETERYIID BY SLI•PLINR EASED 04 6TREIGT4 RROLMRED EL ENTRAI&D AIR;6 NOT RECUIIED LNIUM SHOWN ABOVE. WOE AIR CORENT 16 SPECIFIED AND CONCRETE 16 BRIG PUT'ED, 1E6TNG SMALL BE PERPOR'ED AT TWE DISQNARME END CP TWEFlI'1P OR MOM TOLERANCE ROR AIR COPRENT SHALL BS . OR - I IAf. Y1 . SLRM SMALL BE PROPOSED BY TE CONTRACTOR N TWE MDC DESIGN 611119MITTALS. ACCEPTANCE OF PROPOSED SLUMP SMALL ERE OBTAINED FROM THE APONiECT PRIOR TO PROCEEDNG WITH TIE WORK TOLERANCE FOR OLUFIP SMALL OCPORI TO ASTM C94 CIQS„QZ=l& SUM MIT A DENSE , WIG LY I PIMIEMLE CONCRETE MOC DESIGN FOR EAC34 CLA66 OF CONCRETE TO THE M13M R FOR 010E ALL CONCRETE (EXCEPT GROUT) SHALL COAPLY WTH FDO.T. CLASS N WIT14 TYPE i CEENT. ISIS,VE O r LOCATION OF EEDDED IT" WITH SUPPL29M OR DESIGN C42 ALTANT"6 E'DDRAWINGS BEFORE PLACINGE OONOiE, LOCATION OF EMBEDDEDITEMS NOT COMFOR7NG TO DRAlUlMW SMALL EB REVIBUED BY TE 4011C41TEOT CWORE PLACING CONCRETE tl6SIlGa caNaETe SMALL BE BATCFED, MID® AND TRANSPORTED N ACCORDANCE WTi AG 301, CHAPTER L ELAQtM COFORRM TO AG 3M CMAPTER & CONSOLIDATION, CO POW TO AG 301, SECTION 03A. =MAk MAINTAIN CONCRETE N A MOIST CONDITION FOR A SUITABLE PERIOD AFTER PL.ACL9' W N ACCORDANCE UT14 AO 11%, C APRR M y AlIA2 L: 2Ma ADEOWTE PIECAWTQNB SMALL BE rA%mw DRNG HOT AMID COLD WEATHER N ACCORDANCE WIM AO 30R, SECTIONS SAS AID D3. CONSTFLICTICH JOINT& CONFORM TO AO SIM SECTION 6J AND SECTION SS,. EXCEPT KEYWAYS ARE NOT REQURED UNDER SEC- TION 612. ALL JOINTS SMYL BE TCROUGMLY CLEANED, LAITANCE REMOVED AND DAPP@®. SPECIAL BONDING PETbD6 SPECIFIED N SECTION 614 ARE NO RFAJREDD UNLESS SPECIFICALLY 6WOUN OH THE PI-ANS. ROW WORISW CO PORW TO AO 30L CAAPTER 4. R®MOVAL OF FORM, =NFY F`ZlCZ2 r�-FIE. KEEP FORS SUTQRTw BP.APIS AD SLABS N PLACE ARIL CONCRETE MAS REACHED IOML OF TIE SPECIFIED STIEIGM RMIW W. REMHORNG, WHEN RECURRED, SHALL CCWORM TO AG 301, SECTION 46. OA %'= PROPOSED REMIORHG PLA45 TO TWE A6OWITECT FOR REVIEW. 2MM RISE NON-MRNK GROUT WITM MNIMM CQ'1PIE66rYE STI@GTH OF "" PM AT 26 DAYS ULE" NOTED. =jjaL MANE ONE TEST FOR FAC 4 70 CU YD, OR ANY SINGLE P OM , FOR EACH MDC DESIGN PLACED EAC34 MAY A 'TEST SMALL BE THE AVERAGE STRENGTHS OF TURD CYLINDERS, MADE FROM THE SAE 6A1PLE AND TESTED AT TWE SPECIFIED AGE. ADDITIONAL CYLNOERS MAY BE MADE PM *f42WUTIOI FOR POST -TENSIONING, PORN RmMOVAL ST BASTH OEVELOFMIST OR OTHER PII0A06M A MNI'AM OF 4 CYL►DEN 16 1EGLORM PER TROT. ��, 4 CONCRETE 16 ACCEPTABLE IF U NO TEST FALLS MORE THAN SVC PSI BELOW THE OPECIPED 6TRENG114, AND 2) M AVERAGE OF ALL SETS OF 3 ACOFEEQRIVE TESTS DOES, NOT PALL BELOW THE SFEGFED STRENGTH. CONCRETE NOT MQTI M TWE ABOVE CRITERIA MAT BE SIDJECT TO RR- T6ER TFATNG OR REMOVAL AT CMTRA.TOl6 EwPEROE =QW& 66" SAL BE BENT COLD, BAPS PARTIALLY B'IEDD® N CONCRETE SMALL NOT BE FIELD BENT UNLESS NOTED OR A tWORMSD BY TE ACHITECT. =DRAY.. DO NOT WELD BARS IIN.ES6 NOW OR ALITHORIZED BY THE ACHITECT. 'ULQN AITCRZD, COPFO 11 TO As DUN. ELAQW& PLACE BARS N ACCORDANCE WM4 CR61 TI ACI G RENFORGNG BARS'. SUPPORT I TIE TO P REVIIR DISrL ACEENT RENFORCEMN? SMALL BE FREE OF MID, OL OR OT ER MATMWAL6 THAT REDUCE BOND. RIOT OR MILL SCALE 16 ALLOu® PROVIDED BAR WEIGHT AND DI7E NSIONS CO POR7 TO ASm SPECFlCATICNS. PM A/(-= T2UHASIMA PLACE BAR& TO THE AAAOWN5 TOLERANCE& MNMlT CLEAR DISTANCE TO FORCED SURFACES:........... -V4• MNIMl1 SPAC MS BETIIEIIN BARS .................... ........ V4• TOP BARD IN 6L.A86 AND BEA ISM LE66 TINT 6• N OE T4 ............................ OR - I/4• MORE TMAN S• N DEPTH ........................... O- VJ• MORE TAN 24• N DE•TH ........................... CR - I• ETU^"� MNIIM CONCRETE COFOR REIFORG>a'7ER N ACCORD WITH WITH ACI 3B, AO AMYL BE A MLNIL'R AS, FOLLOWS, U6-E66 FATED, CONCRETE CAST AGAINST F.ARM ............... 3• .............. COICRETB Do-OS6D TO FARM OR ULEAT4ER................ 2• TED N COLU" AND BEAR ............................... SLAB TOP BARS .... ...................... ............... I V2• SLAB BOTTOM EAJLs..................................... 3J4• 6BLIt� REPeR TO CPAUG6 FOR LOCATION AND LE4114 OF ALL SPLICES. ALL IEIFORRCE E R SPLICES SMALL BE N ACCORD WTI ACI 3u FOR *STRE GT4 DESIGN' LAP SPLICE SC 4EDULE BAR SIZE LAP LENGTH ro a'i• RW 6i. NISC ANIC4L =N ECTION6 MAY BE MOSTIM® FOR L.ARP SPLKB6 IF AI•I°IOVED BY TIE ARR'aMECt. SUCH CONNECTIONS SMALL DEVELOP AT LEAST 0% OF TE SPECIFIED rByO STP043TH CP THE BAR WELDED DEPOR'ED WIFE FABRIC MAY BE SUBSTITUTED FOR 021E GRCN6 BAR& CCNOULT AROMTECT FOR RiEGUIRED STEEL AREAS AD ADDITIONAL IEQLRR$rtTe. L ALL IEINPOROIG ATM 046" COMPLY UITM AOTM A-60. AiiB, ANDC'OR A-6R 2. ALL REINFORCING STEEL MALL BE GRADE 601600 K. I. YIELD OTPRE OTMI 3. ALL IEI PO CEMW SPLICES SMALL BE N ACCORD WIM AO 316 FOR •STR?N611I DESIOW 4. MACENEW ORAUNG6 AD BAR L16TO SMALL OOFOR'R S M ACJ 316 IWAAL ROR STANDARD PRACTICE FOR DETAILING IEWPICED CONCRETE DTRICTIEW. ALL MCP DRAUK4B SMALL BE SIEPOTTED FOR REVIEW! (ORE PAPER SEPIA AND ONE PRINT OF MACH DRAWING.) O. DETALS POR CONCRETE RERFORCE'8:T SMALL BE N ACCORDANCE WTM TWE CCNC ETE PEMGRCp'@HT 61EEL N6MUTE 114MLAL O STANDARD PRACTICE-, LNUM OTHERWISE INDICATED. 6. ALL WELDING OF RCI POR :&IMM SMALL BE N ACCORDANCE WTI TWE A16 DOl L ALL IE/ROR-EMER STD SMALL BE ACCURATELY RACED. RIGDLT SUPPORTED,. AND NRiT TED N PLACE UTW4 EAR SUPPORTS AND SPACERS. N ACCORDANCE WTN TE IEQYE'@NTS OF ACI SI R AND ACI 31& a ALL REINFORCING STEEL 6 46LL BE A969MSLM AS G 40 M OR MATE, WTI4 BARS 52ALLY SPACED AND TED TOaETER AT EAOW INTERSECTION OEEORE CONCRETE s PLACED. S WELDED, WAS FABRIC MALL C.ONFORR TO Aem A 105-65, AND 13E LOCATED N THE MEN" OF DEPTH, 0. ALL 4CCE660RE6 MALL WAVE IP'TRm LSGS AND BB PLASTIC D♦PPED AFTER PABRCATOON, ACCENCFYA FOR FMIFORCNG MALL BE N ACCORDANCE WITH AO OIRIPENT EDTIOL 1 8UP ORT 5AR6 SHALL NOT EE SPAOFD MORE THAN 4'-0' COO. &IP PORRT BARE AD ENDS OF MAN MNIOCI.G MALL NOT EXTEND MOPE TAM 1'i' PAST OUTS I405T CMLR OR SUPPORT RAW, M A MR~ OF 3 NDRVDUAL WORM C WAIRS AM BACM4 SUPPORT BAR SMALL BE P'ROVID® FOR TOP AEI FORCNS. B. SPACER T66 SMLL BE PROVmED FOR VERTICAL COLLrN RENFORCNG STEEL SUG4 TAT 2• MINVAN CLEARANCE 16 MAINTAINED IkLF OT ER I6E NOTED ON PLANE. M. MOCK ALL DO.UN N9RICA1 IENFOCIG MO 6LAMLIMW ABOVE 822E COJTN ZRINATE& B. PROVIDE CORNER BARS AT ALL CONCRETE TIE BEAM HTERSECTIOPb. GAM SMALL BE SAME 6CE AND C ANTTY 46 BEAM REN'ORCIG, LAPPING 30" N 8011/ DWECTkXW YC. TIE BEAT WHIlDDIG SMALL BE LAP SPLICED 30• MINIIYL FOUNDATION AND CONCRVE SLAB ON Fi" L ALL SLAB6 ON FILL 614AL L BE PLACED ON CLEAN, MM-0113ANIC FILL 2. FILL SMALL BE TMCFMU NLY MOWENED ItCEDIATELY BEFORE C47 CMM 16 PLACED AS DESCRIBED BELOW. I CENTER ALL FO0nMW ON WALLS, PIER, OR COLUTN ABOVE, UNLESS OTWER RISE INDICATED. 4. ALL PLATE& ANGLES AND MISCELLANEOUS METAL M" TO BE 011BECOM N CONCRETE SHALL BE SECURELY AND ACLU ATE-Y FASTENED TO THE CONCRETE FORM WORK BY A Mt~ OF TWO (2) FASTENERS P'ROR TO CONCRETE PLAC'E'&U. 6. GLAD SMALL BE CAST ON 6 MIL VISQJ®'L 6. RILL MATERIAL SMALL BE PLACED N LIFTS NOT TO EMC® O' AND COTACTED TO W& MODIFIED PROCTOR (ASTM D BOt, LATEST EDITION) AT OP•RWM MOISTURE C0WEW WTNN A DISTANCE OF 6'-0' BEYOND ALL FOOTING EDGE& AT LEAST ONE FELD DENTIN MOT SMALL BE PER'OR'ED FOR EACH 2WO SQUARE FEET OF AREA 01146ITY TESTS ARE TO BE MADE O• BELOW THE COMPACTED SUQACL RE611TS OF PROCTOR TESTIS) SMALL BE F1MO49D TO 11AG BNGNSM L ALL EXTE WRR CONCRETE SURFACES SMALL WAVE A LIGHT BROOM FINISH AND ALL INTERIOR SURFACED 04ALL WAVE A 6-1017 H TROWEL M&L REFER TO AR="ITECrAgAL DRAW I GG FOR SU PLBI RVNTAL CONCRETE F4NME6 FOR HARD FLOORING C HIRATBLii & COLUMNS, WALLS OR ANY OTHER STRUCTURAL P1910M PBlETRATNO SLAB6 ONIL SMALL EE tOMATED eY PRE MOLDED JOINT FILLEFt TYT•E L w S. GLA156 MALL BE SAW CUT, DAY OF POUR N A 'C EOCPt®OAD PATTEON•. � Ij' AI [QM, AT THE I M OF CCNSTRCTION TWE PROFEMIGNAL 64AL SL EMIT TO TIE 7 BUILDING OFFICIAL A LETTER ATTESTING TMAT TWE S M HAS BEEN OBSEINED O: AHD hE FOUNDATION CONDRICitl AM SIMILAR TO THOSE LFC N WINCH THE ` DEIGN 16 BASED, PER MC RA4042. \\ STRUC" URAL STEBLS�z L StRICIUTAL. STEEL CONSTRIICf10N SMALL COFORM WIT4 THE RIsowREMfTS OF TWE 'AI6C'S SPECIFICATION FOR T14E DESIGO L FABRICATION APO ERECTION OF 6TR)Cnpt4L STEEL FOR EUI.DRHGA•, LATEST EDFTCN 2. 6TIUCT VAL STEEL PLACIM-WIT DRA M436 AND MATERIAL LISTS SHALL COWOFW1 TO AOC'S %TRI)CTRAL STEEL DETALNW'. LATEST EDITION. 3. ALL 6TRLCTRAL STEEL M9'5ERD AND M*a METALS SMALL CONFORM WTI MTM A-36 ALE86 OTHERWISE NOTED. SOIL TRQATMI T N0T8 ALL BULDNGS SMALL RAVE PIE -CONSTRUCTION TEATMQ4T AGAINST SUBTERRANEAN TER'IrM& TIE RILES AD LAWS AS, E$TAaUSMW BY TIE FLORIDA DEPARTBNT OF KlW(XLTUE AND C0NOU-ER SERVICES SMALL BE DEIR'ED AS, APPROVED WITI RESPECT TO NE-CONISTRCTIOH SOL T EATMEFR FOR PROTECTION AGAINST SUBTERRANEAN TER'OR6, A CERTIFICATE OF COMTLIANCE SMALL BE 44UMP TO TIC/ dULDIG DEPARTMENT BY TE LICENSED PEAT CONTROL COMPANr TWAT OONTAW TWE FOLLCUANG 6TATErENT, me OIJLLDING WAS REMNDD A CO'PLETE TEATHINT FOR TW E PREVENTION OF SUBTERRANEAN TERTTB& TREA7M HT 16 N ACCORDANCE WITW RULES AND LAUD E6TABL SLED EY TWE RARDA DEPAFIMBR OF AG _�TIIE AID CONOU'ER SERVICES,, RISC 10W12I j J.7.]C_LL FOOTING6 ARE BARED ON A SAFE 6OL BEARING VALUE OF 2MV PAP. A SOL NVEDTGATO4 REPORT MALL BE P'1REPAIED BY A LICIINOW FLORIDA SOL, IESTIG COMPANY. CONTRACTOR SWILL COIRW AND PROVIDE 2500 PIF N TIE. 6TIRCIURB f6 CONSTRICTED OF REINFORCED MA6ORY AND SHALL j SUBJECT TO M•ECIAL. NOPEC IONS AS ACCORDING TO RIME R Q IRRE'BWTS OF TWEE E 2CW FLORIDA BUILDING COD I),. NTELg L LHLESS OTFEINI6E NOTED USE S'W PIEGAST CONCRETE LNTEL6 WTI CAPACITIES CLEARLY PRINTED WTHN VIEW AS FOLLOUS, CLEAR SPAN PUAXPIUM CAPACITY FROM TO --- 4'-0' be FLP V-W 6'-W 20e P'f W-0• 2" PLP AQP OF TIE SEAM 9PACNC• d9 PIDrED O I gOOF BEAM TYPICAL BELOW GR DG11.EJ VERTICAL 3AR01A8 BLAB. OR BB. Z y API BLAB OR BOND SOHEDLJLED) L oVERTICAL REEF. PB' LIFTS HAX FAR LNTEXTIIFED MASONRY ONLY cY. i I FOOTING WFOUNDATION N4TES. L ADD VERTICAL BARB REQUIRED EACH BIDE OF ALL MA-5ONRr 01FNW35 AND AT ALL CORNERS(TYP-) 2, MASONRY WALLS SHALL BE REINFORCED '11TH 1-5 BAR AT 40• OG FILLED WIM 3J600 PS.I. GROUT LINLESS NOTED OTHERWISE 3. PROVIDE S"IFS' MA60NRY OR COCJ;M E LINTEL WTH 25 CONTINUOUS OVER OPENW-iB OF 6'-0" LONG OR LESS WHEN NO BEAM IS SCHEDULED OTHERWISE. 4. NSTALL HORIZONTAL JOINT RERIFOR:: M INSTALL TRUBB TYPE VB" DIAMETER CONTINUOUS AT W CENTERS VERTICAL SPACING N GROT JONTS, REINFORCED MASONRY DETAIL N= TO SCALE XMI Rwl•Lora: 0 PbJcct N�bRr 200904 Ld o m U a Z ' a W � O O CD J LL } Z W U a W 0 Ld I N 1� Q W J } z O _ Z C� In W 0 CL N Z 3 O PrvJWIC:L Nl+I PRIVATE RESIDENCE STEPHEN BRASGALLA, ARCHITECT 907a.A VVIL Dry BY' 17RaIR4 BY I ES ST9 3"kl SHOWN W1 60r29-21 P-j-L Nab- 200904 E.R." s STALE Oi fLOPoM OE➢ARINFNf OF Pe¢rECCl10x PAIR 9UC11 WUtr1' LWTN. C0181xUCIIGx COMROL uI1E � CCQ t1001(�� fal)iNR011G1 ree' 9QM Cge11Y, ft Y _ - N. unL Qi LOf e } LOT 5 LEss 7HE .S 50; BLOCA' O it N. xeoezaa E zaa®t.aa N.89'24'40"E. ±527' E °eau CetWR¢aXr0.iE ¢¢bRR.0.a5 COAIR.¢f'n �. F/G¢ZM.eCE rAWEj,J (,M #41 � a0.1' r I f !a) Nx Ize ....°• r>i.e• r ° ps xr rar ie• zt.a ® t e M '� s /ae ,., rYA H _ a aa.a 0.a' D -� e.s re.0'�.�.a' • 0.�. _ Of Wei)' - - - <O Pxs THE .Y 50' OF LOT G BX" O m nr¢ srwn• luzlx'A - _ ¢Pur FoxcN w o. r 9ucN awE �h J, �' rmw� nAw ¢eurran . n.o � oPrn A • � en r � .. Lul — 4d e9.3• �ra' /z y .B 'G v J:. ra, la ed w - w.o' ,ze• �w a• wa � I., a 2 /n or.r xr 7RAAKECT uw 12 'w Z E Pfmrt-oF-wv urs Jxr Izz N - � � �' \� ow+E a�m'xw� "� tr. LOT 7 A oor D N) J _ Ja0 p) /m ,y.a• `-�aer• ).o' Bel aAsee u¢ °� ,� /a0 /sx is] �-�-•_ nlav NA1R urrt Jt) I Ira Jz° R b�'� ,a eEAlmrx �ws,a seazs•mw ma0o• i • • A¢Ac e• ,� • S.89'24'40'W. f521' LOT B• BLOCA' O E elMer.le rare' N. )90e)4.B E 9e0.DM.e8 7XIM 7ALCE 7 N TrPE °� trPE LEGAL DESCRIPTION ^ r wdaw a c°canvr PALM m THE SOUTH 50 FEET OF LOT 6 AND ALL OF LOT 7, BLOCK D. } P,uN to a rooco P,ur cocoxur waY tr PAuf REVISED PLAT BLOCK D AND BLOCK E PALM BEACH SHORE ACRES (OCEAN BOULEVARD ESTATES), ACCORDING TO THE PUT THEREOF, PNN '�°'0LLe '° caawr tx comrAtf PAut oeOveAn PAut RECORDED IN PUT BOOK 7, PAGE 38, OF THE PUBLIC RECORDS OF PALM BECOUNTY. FLORIDA +. uR 9 1 MG°n]R PAW wmwTt CERTIFIED To: to s�au PNN 12 PAut SWIFT, PHIUP &SWIFT. ANA fr PI1N veu. PUY tl ,2 PNM PArN ,° PROPERTY ADDRESS sre.N. IWW iAul ro 1275 N OCEAN BLVD ier s.etz P.uN iz 1° Pr3N 1 GULFSTREAM, FL 33483 BOUNDARY SURVEY SURVEY ouxeo to oNur PAWIr INVOICE / 42958U fe PAw 1 SURVEY DATE 03/12/21 21 s aurE oiN ADDITIONAL ELEVATINOS DATE 04/26/21 sErawPE iRE° 1p Pwtt it P'++I Fl.000 ZONE %/VEtOk12 xa PAiN le fr PWr MAP DATE 10/05/17 zs s,PMtOIEA � e ° evy Punt 1 MAP NUMBER 125108 0981E ttw ouA aNatlA a srau Prot 1 5Ne,1 PAut tt z 0 z a0 uNeo mrs a sAaN. Pur sAaN. PAIAt iz 1iaaPE 11 WYeO uAbD a le s.P� io SG4PKE Scale 1 " = 20' �--1pP x dW.,X (al/le/31) ta0 PN Y tNEAN WWi NA1 NY V. F1EYAl10N aaz' rMw reee (.M z) ).d --;.— . IAAA'SECT CAK jo rNti ..'s >M112wR'S NOR9 oN�sl.xenuFww�icuExis ro sr.°�XiaN'� u° �DiNrs mn�iNENOFe.e1Hei'N, c�ce mm w Pa'ur � m vre¢ fi)ai z aTarorraK ¢EscaProrc PAw eevw c°uNn cwnxoE srArlon N.� P ari evuwm Pars Iv)¢ ntvArlon - m1v 1 tNE ,E MCH wiFR EIEVAl1IX1 /PE 9�4D ON EsrAH1511ED WiE e° MNm flmY M LAM ixlm ! MPEMS y8 7 L MNSECT LINE t 1 wA aze o«x wn wra¢ o.+ss o.rao 0.+1 MNNSECT LINE / 2 ---�---- fww.NWArA✓i, avrnEwza ro eraaneN ,00trncrwx Nunevt ennee. rertE oevMr sEro,. NEAN ww wme - °A�SE.� NL°°1901 w1FR lME SNdM IIFREb1 s E4UN. ro inE F1EV.11bN ¢f NJltl. (¢.]Y HCIO ee) Pu5 130f oP 1t eMNi (ZM ww t9°e) M, H EpYLt 10 .1 � NNiI 'Y1R LAE F1EVA11¢N ¢I (a0a' xtwee) o u V a) O , O cC w LO V 7•-i (SS U r 3••4 >-61 t•--� 14-4 v O cz cz '" ZO .O v+ v oo O r" m m 44 O cn 4.1 a, ct 75 o on `� J (2) un H CAtz W a _ a� .4 '� O � O-, m ct O o oto � bt a: $ CIS a-t 6 O u cz .� a 75 ) 14-4 N t�3� a v N O .�+'' O G1 '� d�•i e-� O� O d�'� O O P O Q O �rh O O OO btJ •rd v m G i"a m bA O cn �' O 1-4 CL+ "0 04 G O ¢ .� O O O O O p ++ it u u u u u O 0 w cn cn cn cn cn Z v bA cz 4-1 «S O O 4-1 4-j (Z CZ o o �+, a�-0 Zi a N p O ++ -J o4-1 b,O cz 75 �' 3 �14-4 o �l > CZ N y O O N O w Q A t cci O CA LAI i t4L. .bw� i is i• � �,'.il- '�1 ��1 +. � � —_ r ti" �-�, • .:cam+- y �.•...° F. ''� _. .... �, _,tom •�,��w �i�F^�/�°� •' - -. '.. .� .� w ... c I � �C�M .Y17. 14-� �Xo:, IMACKINNON RESIDENCE 2526 AVE AU SOLEIL, GULF STREAM, FL 33483 Studio JBD Jefferson Croup Architecture D E S I U N 700 School St Pawtucket, RI �� 401-721-0977 ARCHPI LC l URL FRONT ELEVATION FRONTENTRY- ENLARGED Pir)r.F 1;;'_l "l/d" i Intracoastal 'co-ge, 100d 01 Now 'k Tree Removal List R NfavKhlran 11--iMener 2.Wfi Awrup.W&Auif uWsTw"t, li 7 TREE REMOVAL — SITE PLAN INTRACOWAL PLANT SCHEDULE VrMM NAMII� A M.'. ta'w ".1" pa ' L" itww— W - . V &I -;to F 5-41-1--;: awr-jk' ZZA, 1.1 Wt A 'LS'FL L, -5 1 ,pLW I i A6Kftm iuqv b - bmWW bm—Ld ej gW Cd.— t.—f-1 .0d 4k.— Mj%'4*r Tow kl An 1AW M— I na 1pj at,, 3 AW —7-1 - r—i 15'a kt— --.,p - G— "a;ud 3 W F-&—p- um AUA T VA it. 'At ALe Ai W6.1— — -ij Hale ds ICE MarKinum Residenu Pr,p.—j np; N.1 L" 'P90 FT-i" W LANDSCAPE — SITE PLAN LANDSCAPE PLAN qr bb— I uuuuuul. irnyrrrrnTr -Zt - / LOCAL NEIGHBORHOOD PLAN INTERCOASTAL J POOL snsnn - EITnGM0600P EIS . ; � E E E / E#S1fG xP',i4g14MFA / � I� In.W'pR?gR pP1 iEMLf 981O. Fr. I r j si 2526 AVENUE AU SOLEIL EXISTING RESIDENCE j3.822 SO. Ff. /, --- JAM / % � E�B11M wmoum.e ram �1 / O xEww+rwnn DT � �i; / I � xflraooma II miN tnf$ IDOlh9 � �\ \ / Elilpp BI�ONG fOC1Yt�f 1V1 � � \ I I rouwcsosEaeaouu sss swn. i I AVENUE AU S0� ARCHITECTURAL SITE PLAN j 07AL LOT SIZE EXISTING BUILDING FOOTPRINT FIRST FLOOR COVERED (PORCHES OVERHANGS) PROPOSED ADDITIONIS) TOTAL PROPOSED BUILDING EXISTING NONPOROUS AREAS POROUS AREAS NEWPROPOSED" NON -POROUS AREAS POROUS AREAS ACTUAL % LANDSCAPE OPEN SPACE AREA TOTALS NON POROUS AREAS POROUS AREAS 26,030.9 3.822 748 981 5.551 11,179 14,851 2204 NA 48.6 K 13,383 50. FT 12,647 SO. FT. YSTEM LEGEND �snrw wui cwsr+�cnau ww�ca+sma:nm+ FkOFNewnoornvh MAIN LEVEL FLUUK HLAN P F: I D E 07-13 __.... DATE: -2021 CALE . N/APG s rIECTUKE v� OVERHEADVIEW OF EXISTING ROOF KEY NOTES REMOVAL OF EXISTING MANSARD ROOF AT ENTRY NEW HIP ROOF CONSTRUCTION OVER GARAGETO MATCH EXISTING ROOF DESIGN • DEVELOPMENT OF NEW ENTRY FEATURE TO ELIMINATE VIEW OF MULTIPLE ROOF STYLES Ar DIMENSIONS EXISTING ROOF TOTAL ROOF AREA = 5,370 S.F. 3 FLAT ROOF AREA ■ 757 S.F. OF FLAT ROOF AREA- 14.09% A 383 S.F. TOTAL ROOF AREA = 6,432 S.F. FLAT ROOF AREA ■ 677 S.F. OF FLAT ROOF AREA a 10% ENLARGED FRONT ELEVATION FRONT ELEVATION #I I I I I I I III I #T I I I I I 1 15 I NEW E%TEFJOR LIGHTING NEW BRICK VENEER TO MATCH m EASTNG 04 HOUSE NEW STUCCO FINISH WISH FLOOR LINE _-___ ___-_-___ NEW MDOWS YATH TRANSOM NEW GARAGE AWI ION Revised Option (prepared based upon section 70-126 Special Exception criteria • Lowers the proposed entry feature to tie into the main ridge of the existing roof structure. • Removes the non -approved Mansard roof at the entry and South elevations. • Option is revised to conform to the Gulf Stream Code. New entry comes off the roof of the main body and integral part of the house providing continuity between the existing house and the addition. • The entry has no more prominent appearance than that of the rest of the house because it does not exceed the existing roof height. • Continuance of the Entry roof at 15'1 %", matching the existing reduces the % of flat roof area from 757 s.f. or 14 % to 677 s.f. or 10 % • Eliminates 356 s.f. of flat roof over the West Wing of the house; new gable roof is proposed in this area. I i- NEW GARAGE ADDITION RIGHT SIDE ELEVATION MACKINNON RESIDENCE URAL SECTION AND 3D MODEL DATE: 07-13-2021 SCALE: N/A DRAWN BY: JBD/MAP PG BD s ? iGZ A + 41 14� 14-4� u r w 3 O D Ou r cz a) 3 0 o p o> g o a o a, cu -- q .n - r-i y ++ N R. cz UU � .. 7� c�S 4..,4-4 \ T� cA 4° a�Q tin 3° v71 �.� o cn�w o a o o o N `�' a�'Q cz m" Ct � �� o °a) o � � �' �°' � O Qn v O c- O L1 t��+ �4 �. vi :� O v O p w0 ,Q�, cz y ~ m cn u � O 3 o c o v m v I-,3 O b ter; `� d t� M w w w w �b.o� H� cz� a) V �) bn ++4-1 6r Q �+ Q 7� O .y cl CA m � W c�C � V F�, 'C$ cz P; Q -� N cl W N a j y m o V Fl -� 4. e- NToON- f1+ • cr"n v �+ 1-4 O N ++ O ,� A d o s. ed M m O W 0 0 4 N c w .� CA o a) `. C '� C7 o o N w a P-4 rij cn cn z O `• �--� ►j �o O L� O O Qj � o O O d" N c � � � � O d~ o CA (31 C' U ^" O O W � D O ct *) u O ~ O ►0+ o Z y °' �i ct bn o � oo Q bn � w r-+ O W O Rem.-oddook- Y E W �1 � t �_..'• - = r -- �" �' .. a .. _ a'�.i o �I .. ram. '•�` C _y x r s . p,.r _ .—.- -- ... � c �S. 4. ':•yam .wr; a' %C•t=: R • �1 } I MACKINNON RESIDENCE 2526 ANTE AU SOLEIL, GULF STREAM, FL 33483 Studio JBD Jefferson Group Architecture 700 School St Pawtucket, RI Cl A 401-721-0977 Intracoastal QV 170 �O 5 Tree Removal List M=Kinron it-iden- A,IM- Aa,-,,Jasf 'co-ge at— - I Ocv j TREE REMOVAL - SITE PLAN LANDSCAPE PLAN WTRACOA57AL to IOU 09 Zoe lliliii 0 PLANT SCHEDULE f4. wn sm"m wj. v1 of b3 j Aiz!�- tpw I L e. Lv- 4wW�Qjo— LANDSCAPE - SITE PLAN LOCAL NEIGHBORHOOD PLAN N -ERCOAS 7 TAL POOL ARCHITECTURAL SITE PLAN ADDITION 981 SD. Fr, 2526 AVENUE AU SOLEIL EXISTING RESIDENCE 3.822 SQ. FT. m 1- 1.1k T ------- AVENUE A-U S-OLEIL W i TOTAL LOT SIZE 26,030.9 EXISTING BUILDING FOOTPRINT 3,822 FIRST FLOOR COVERED (PORCHES OVERHANGS) 748 PROPOSED ADDITIONS 981 TOTAL PROPOSED BUILDING 5.551 SCE. FT. EXISTING NON -POROUS AREAS 11,179 POROUS AREAS 14,851 NE}N °PROPOSED" NON -POROUS AREAS 2,204 POROUS AREAS NA ACTUAL % LANDSCAPE OPEN SPACE AREA 48.6 % TOTALS NON POROUS AREAS 13,383 SO. FT POROUS AREAS 12,647 SRO. FT. R XY \ \R \ 1 \ U OVERHEADVIEW OF EXISTING ROOF KEY (VOTES • REMOVAL OF EXISTING MANSARD ROOF AT ENTRY • NEW HIP ROOF CONSTRUCTION OVER GARAGE TO MATCH EXISTING ROOF DESIGN • DEVELOPMENT OF NEW ENTRY FEATURE TO ELIMINATE VIEW OF MULTIPLE ROOF STYLES Al' DIMENSIONS EXISTING ROOF TOTAL ROOF AREA = 5,370 S.F. 3 FLAT ROOF AREA ■ 757 S.F. % OF FLAT ROOF AREA a 14,09% i 383 S.F. OPTION 1 & 2 TOTAL ROOF AREA = 6,432 S.F. FLAT ROOF AREA ■ 677 S.F. % OF FLAT ROOF AREA 10.52% -y , 383 S.F. 418 S.F. OPTION 3 d 4 TOTAL ROOF AREA = 6,432 S.F, FLAT ROOF AREA ■ 1,451 S.F. °Ao OF FLAT ROOF AREA a 22.55% n MACKINNON RESIDENCE ARCHITECTURAI. ELEVATIONS DATE: 06/22/2021 SCALE: N/A DRAWN BY: JBD/MAP PG BP 1)ES 6 Gam. Option #1 Original preferred Option (previously presented) „ T Option #2 Revised Option (prepared based upon section 70-126 Special Exception criteria Option #3 Non -conforming Mansard Option (not preferred by client) Option # 4 Hipped Roof @ Entry (Section 70-107) wm. ,z 15 EYS,NOOxxpLg ------------- Option #1 Original preferred Option (previously presented) • Cleans up the visibility of the multiple number of roofs and related heights. • Improved the connection of the proposed addition to the original house. • Removes the non -approved Mansard roof at the entry and South elevation. • Reduces the % of existing flat roof area from 757 s.f. or 14 % to 677 s.f. or 10.52% • Eliminates 356 s.f. of flat roof over the West Wing of the house; new gable roof is proposed in this area. Option #2 Revised Option (prepared based upon section 70-126 Special Exception criteria • Lowers the proposed entry feature to tie into the main ridge of the existing roof structure. • Removes the non -approved Mansard roof at the entry and South elevations. • Option is revised to conform to the Gulf Stream Code. New entry comes off the roof of the main body and integral part of the house providing continuity between the existing house and the addition. • The entry has no more prominent appearance than that of the rest of the house because it does not exceed the existing roof height. • Continuance of the Entry roof at 15'1 W, matching the existing reduces the % of flat roof area from 757 s.f. or 14 % to 677 s.f. or 10.52% • Eliminates 356 s.f. of flat roof over the West Wing of the house; new gable roof is proposed in this area. Option #3 Non -conforming Mansard Option (not preferred by client) — ft w srrwrov+�n,uxo • '—_--- ravn,sawanc.xo rcsr Increases the area of the Mansard Roof along the front and South Side of the house. Architecturally, it forces us to keep the Mansard roof over the West wing of the house to match this roof type over the new addition; thereby increasing the non- conforming flat roof area from 14% to 1,451 s.f. or 22.55% Fails to improve or reduce the visibility of the existing multiple roof planes. Option # 4 Hipped Roof @ Entry (Section 70-107) The hipped roof entry at 12' conforms to criteria of Section #70-107 for single story homes but is out of scale with the pre-existing roof structure; thereby architecturally inappropriate. Continues non -conforming Mansard Roof over the proposed additions West & South elevations Architecturally, it forces us to keep the Mansard roof over the West wing of the house to match this roof type over the new addition; thereby increasing the non- conforming flat roof area from 14% to 1,451 s.f. or 22.55% Fails to improve or reduce the visibility of the existing multiple roof planes. TE: