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HomeMy Public PortalAbout05 26 2022 Agenda with back-up May 20, 2022 CHAIRMAN: Malcolm Murphy VICE CHAIRMAN: Robert Dockerty BOARD MEMBER: S. Curtiss Roach Jorgette Smith Robert Canfield ALTERNATE MEMBER: Amanda Jones REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, MAY 26, 2022, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. AGENDA I. Call to Order. II. Roll Call. III. Minutes of the Regular Meeting and Public Hearing of 4-28-22. IV. Additions, withdrawals, deferrals, arrangement of agenda items. V. Announcements. A. Meeting Dates 1. Regular Meetings & Public Hearings a. June 28, 2022, at 8:30 A.M. b. July 28, 2022, at 8:30 A.M. c. August - No Meeting d. September 22, 2022, at 8:30 A.M. e. October 27, 2022, at 8:30 A.M. f. November 17, 2022, at 8:30 A.M. g. December 22, 2022, at 8:30 A.M. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication B. Administer Oaths C. Applications for Development Approval 1. An application submitted by Mark Marsh of Bridges and Marsh as Agent for Mr. & Mrs. Joseph A. Walsh, the owners of property located at 1315 N. Ocean Blvd., Gulf Stream, Florida, which is legally described as the South ½ of Lot 5 and the North ½ of Lot 6, Block D, Revised Plat of Block D and Block E, Palam Beach Shore Acres. a. Special Exception to permit the construction of retaining walls and steps that will be constructed east of the 1978 Coastal Construction Setback Line. b. Level 3 Architectural/Site Plan Review to allow the demolition of the existing swimming pool and construction of a new pool and spa in approximately the same location, with retaining walls and steps at the east end of the pool that will be constructed east of the 1978 Coastal Construction Setback Line. 2. An application submitted by Russell Rosicki, Architect as Agent for Ryan and Nicole Weekes, the owners of property located at 2520 Avenue Au Soleil, Gulf Stream, Florida which is legally described as Lot 36, Place Au Soleil. a. Level 2 Architectural/Site Plan Review to permit the construction of a new 30.2 square foot portico and a 306 sq. ft. detached pavilion with a summer kitchen. AGENDA CONTINUED 3. An application submitted by Joe Peterson, Peterson Designs, Inc., as Agent for Patricia G. Moran, the owner of property located at 525 Middle Road, Gulf Stream, Florida, which is legally described as the south 50 ft. of Lot 14 and all of lot 15, Gulf Stream Cove. a. Level 2 Architectural/Site Plan Review to permit the removal of certain existing landscaping, which includes six Royal Palm Trees, and installation of new landscape enhancement. 4. An amended, delinquent application originally submitted by Tarra Eidelson, Agent for the property located at 920 Indigo Point, Gulfstream, Florida, legally described as Lot 67 Place au Soleil. a. Level 2 Architectural/Site Plan Review showing a Gulf Stream Bermuda style with shutters on all four sides, and a revised entry feature not to exceed 14’ in height. VII. Items by Staff. VIII. Items by Board Members. IX. Public. X. Adjournment. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING HELD BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OF THE TOWN OF GULF STREAM, FLORIDA ON THURSDAY, APRIL 28, 2022, AT 8:30 A.M., IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF STREAM, FLORIDA. I. CALL TO ORDER Vice Chairman Murphy called the meeting to order at 8:30 A.M. II. ROLL CALL A. Swearing in of Robert Canfield as a member of the ARPB from alternate member. Deputy Town Clerk Basel swore in Mr. Robert Canfield as a regular member of the ARPB for a three-year term. B. Annual organization of ARPB 1. Appointment of Chairman Board Member Roach made a motion to elect Vice Chairman Murphy to the position of Chairman of the ARPB. Board Member Smith seconded the motion with all voting AYE at roll call. 2. Appointment of Vice Chairman Board Member Roach made a motion to elect Robert Dockerty to the position of Vice Chairman of the ARPB. Board Member Smith seconded the motion with all voting AYE at roll call. Present and Participating: Also Present & Participating: Malcolm Murphy Bob Dockerty Robert Canfield Curtiss Roach Jorgette Smith Gregory Dunham Edward Nazzaro Rita Taylor Renee Basel Chairman Vice Chairman Board Member Board Member Board Member Town Manager Assistant Town Attorney Town Clerk Deputy Town Clerk III. Minutes of the Regular Meeting and Public Hearing of 3-24-2022 Vice Chairman Dockerty made a motion to approve the minutes of the March 24, 2022. Board Member Roach seconded the motion with all voting AYE at roll call. IV. Additions, withdrawals, deferrals, arrangement of agenda items There were none. V. Announcements. A. Meeting Dates 1. Regular Meeting & Public Hearing a. May 26, 2022, at 8:30 A.M. b. June 23, 2022, at 8:30 A.M. c. July 28, 2022, at 8:30 A.M. d. September 22, 2022, at 8:30 A.M. Minutes of ARPB Meeting & Public Hearing Held 4-28-2022 @ 8:30 A.M. e. October 27, 2022, at 8:30 A.M. Chairman Murphy called attention to the upcoming meeting dates. Board Members Roach and Smith noted they would not be available for the May 26, 2022, meeting. Chairman Murphy stated he might not be available for the June meeting. VI. PUBLIC HEARING. A. Declaration of Ex-Parte Communication Board Members Canfield and Smith noted they had spoken with P.K. Murphy regarding the Lewis property at 530 Old School Road. B. Administer Oaths Deputy Town Clerk Basel swore in Ryan Swilley, Patricia Murphy, Cary Glickstein, Paul Courchene, Carlos Linares, Kirsten Schultz, and Louie Vlahos. C. Applications for Development Approval 1. An application submitted by Ryan Swilley, as Agent for the Gulf Stream Golf Club, the owner of property located at 346 Golfview Drive, Gulf Stream, Florida, legally described as Government Lot 3 (less northerly 1415.27 ft. Lying east of Ocean Blvd.) & 4-46-43, east 1/ of southeast 1/ lying east of Intracoastal Waterway, A/K/A the Gulf Stream Golf Course. a. Special Exception to permit a Reverse Osmosis Water Plant in Outdoor Recreation District. b. Demolition Permit to demolish an existing maintenance/storage building to enable construction of RO Water Plant and Water Storage Tank. c. Land Clearing Permit to clear existing vegetation from the building site. d. Level 3 Architectural/Site Plan Review to permit a small relocation of a previously approved 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 explained they were back before the Board after finding out soil conditions were less than ideal, so they are having to relocate the storage tank, which has decreased in size since they presented it the first time, more to the east. Mr. Swilley gave a PowerPoint presentation showing the new location and spoke of vegetation that would screen the entire maintenance facility and tank. Vice Chairman Dockerty asked about the metal roof and added the Town doesn't allow metal roofs. Town Manager asked if the existing building had a metal roof to which Mr. Swilley answered in the affirmative. Assistant Town Attorney Nazzaro state there was no prohibition to metal roofs in the Outdoor Recreational District. Chairman Murphy asked if there were any comments from neighbors to which Deputy Town Clerk Basel answered there were none. Chairman Murphy asked if they could have a landscape plan available for the Commission Meeting to which Mr. Swilley 2 Minutes of ARPB Meeting & Public Hearing Held 4-28-2022 @ 8:30 A.M. stated they would have that prepared. Board Member Roach wanted to make sure the tank would be screened from Golfview to which Mr. Swilley agreed and stated they were working on that with layering the vegetation. Vice Chairman Dockerty asked what the tank was going to made of to which Mr. Swilley answered that it would be concrete and painted dark green like all buildings. Board Member Roach made a motion to recommend approval of a Demolition Permit to demolish an existing maintenance/storage building to enable the construction of a new Reverse Osmosis Water Plant and Water Storage Tank. 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. Board Member Smith 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. He added a motion that landscaping would be provided to block the plant and tank to the best of their ability. Board Member Smith seconded the motion with all voting AYE at roll call. 2. An application submitted by Mark Julian Homes as Agent for Alex and Francesca Lewis, owners of property located at 530 Old School Road, Gulf Stream, Florida 33483, legally described as Lot 8, Block 3, Plat No. 1 Polo Fields for the following: a. Level 2 Architectural/Site Plan Review to permit an elevated 120 sq. ft. firepit, an accessory structure surrounded by landscape on all sides. Mr. Louie Vlahos, Landscape Architect, explained that the firepit was initially four feet above ground but was now only two feet above ground with a decorative railing around it for seating. He stated that the only thing that would be seen would be approximately 121, of the decorative rail. Mr. Vlahos stated they had added a four -foot hedge and felt that the firepit would be fully screened. Board Member Smith stated she had taken pictures and thought it was very imposing from the other side of the water. She then asked why it had to be raised to which Ms. Kirsten Schultz answered that it was a design feature and wanted to point out that it was a fire table and not a fire pit with a raised sitting area. Vice Chairman Dockerty pointed out that the original application didn't have the raised firepit and that it was revised and built without permission. Ms. Schultz explained that another employee, who was no longer with the company, had done this and she apologized for the mistake. Board Member Roach pointed out the Marc had done this in the past with other applications. Chairman Murphy 3 Minutes of ARPB Meeting & Public Hearing Held 4-28-2022 @ 8:30 A.M. stated there had been four formal complaints given to the Town objecting to the firepit. Vice Chairman Dockerty made a motion to deny a Level II Architectural/Site Plan to permit an elevated 120 sq. ft. firepit, an accessory structure, surrounded by landscape on all sides. Board Member Smith seconded the motion with all voting AYE at roll call. 3. An application submitted by Bluewater Cove -Gulf Stream LLC, owner of the property located at Bluewater Cove and Avenue au Soleil in the Town of Gulf Stream, legally described as 4-46-43, S 274 ft. of SE 1/ of NE 1/ lying W of & adj. to FIND Cnl F/K/A S 274 ft. of MSA 640-A in DB 601 Pg 335 + F/K as 274 ft. of MSA 640-A DB636 P 497. a. Variance to add a 5' wide x 20'long timber dock at the east end of Bluewater Cove which will extend 5 ft. over the FIND Canal. b. Level 3 Architectural/Site Plan Review to permit the construction of a Community Walkway and waterfront Platform lying between and contiguous to Lots 7 and 8 which shall be maintained, repaired, replaced, insured, administered, and regulated by the association in all respects. Mr. Cary Glickstein stated he didn't have any presentation materials. Mr. Glickstein was asking for a variance request for a platform dock that they envisioned as an amenity for the subdivision between the two waterfront lots. He stated that between those two lots there was a 20 ft. platted easement that had been approved by the Town and was recorded. He added that the plan showed a sidewalk that connected to the public right-of-way, with the sidewalk continuing to a wider area which would sit adjacent to what was proposed in the variance request, which he stated was a unique request. He stated it would be an opportunity for the 12 interior lots to be able to walk down to the Intracoastal, sit on the dock, fish, watch a sunrise, etc. Chairman Murphy questioned the fact that public would be able to access the dock since Place au Soleil is not gated. Mr. Glickstein stated there would be a gate at the sidewalk which would need a key to enter. Board Member Smith asked if this meant the remaining residents of Place au Soleil wouldn't have access to this dock to which Mr. Glickstein answered in the affirmative. Chairman Murphy stated that when this application first came before them the Board made sure that the new development would be an integral part of Place au Soleil, but now it seemed that this dock would be exclusive to only the residents of Bluewater Cove to which Mr. Glickstein answered that was correct. Board Member Roach stated he didn't think this request met the criteria for a variance. Mr. Glickstein disagreed and stated he would be happy to go through the criteria to which Mr. Roach answered that he would like for him to do that. Mr. Glickstein stated he thought that the explanation given in the application sufficed, but he would go through it with them G! Minutes of ARPB Meeting & Public Hearing Held 4-28-2022 @ 8:30 A.M. in detail if they wanted. Board Member Roach felt like a Pandora's box was being opened that would have ramifications throughout the community. Board Member Smith stated she had an issue with the second criteria because she felt the circumstances resulted from the actions of the applicant. Mr. Glickstein didn't feel the way the question was asked was consistent with the body of law regarding variances. Chairman Murphy asked Mr. Glickstein to expound on the community walkway and its exclusiveness to Bluewater Cove residents. Mr. Glickstein stated it was just semantics and was a platted sidewalk dedicated to the HOA. Chairman Murphy recalled past meetings where it was stated that Bluewater Cove would build onto the community of Place au Soleil, and he didn't see that happening. Mr. Glickstein explained that the only thing that would be private would be the dedicated easement with the gate leading to the dock. Board Member Canfield stated he had a problem with that because it was not integrating Bluewater Cove with Place au Soleil, but it was still an us/them mentality and the Board was in agreement that as soon as you came into the development, all of it should be Place au Soleil. Mr. Glickstein asked if this was made into a public sidewalk, would the Board be okay with it, realizing that there would then be no way to keep anyone from coming into the development and using the dock. Chairman Murphy stated that was why the Town had a great police force and why cameras were present at the entrance of the development. Board Member Smith asked why the residents of Place au Soleil couldn't have a key to the gate just like Bluewater Cove residents to which Mr. Glickstein didn't think that would work. He added it would be creating a public amenity to the detriment of that community. Mr. Glickstein ended by stating that nothing had changed from the original presentation and there had always been a dock on the drawings to which there had been no objections until now. Assistant Town Attorney Nazzaro agreed but stated that staff knew it would eventually need a variance and must come before the ARPB. Board Member Roach made a motion to deny a Variance from the provisions of Section 66-369 of the Town Code to add a 5' wide X 20' long timber dock at the east end of Bluewater Cove which will extend five feet over the Intracoastal Waterway. He added that numbers 1, 2, 4, 5 and more of the criteria were not met, but they only needed one. Board Member Smith seconded the motion with all voting AYE at roll call. Vice Chairman Dockerty made a motion to deny a Level III Architectural/Site Plan Review to permit the construction of a Community Walkway and Waterfront Platform lying between and contiguous to Lots 7 and 8, which shall be maintained, repaired, replaced, insured, administered, and regulated by the association in all respects. Board Member Smith seconded the motion with all voting AYE at roll call. 4. An application submitted by Bluewater Cove -Gulf Stream LLC, owner of property located at 2923 Bluewater Cove, Gulf Stream, Florida legally described as that portion of the southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/) of Section 4, Township 46 South, Range 43 5 Minutes of ARPB Meeting & Public Hearing Held 4-28-2022 @ 8:30 A.M. East, Palm Beach County, Florida. Beginning at the southwest corner of the southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/) of said Section 4; thence N.20 05125" W., along the west line of the southeast quarter (N.E. 1/) of said section 4, a distance of 274.07 feet to a point on a line 274.00 north of and parallel to the south line of southeast quarter (S.E. 1/) of the northeast quarter (NE. 1/) of said section 4: thence N.890 14158" E., along said parallel line a distance of 692.60 feet to a point on the west right of way of the Intracoastal Waterway as shown on plat book 17, page 14-A, Public Records of Palm Beach County, Florida: thence S. 11010'3811 W., along said west right of way line, a distance of 280.05 feet to a point on the south line of the southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/) of said section 4; thence S. 89014'58" W., along said south line, a distance of 628.32 feet to the point of beginning. a. Variance to add a 5' wide x 91.5' long wooden dock which will extend 5' over the FIND Canal on the east side of this vacant property. b. Level 3 Architectural/Site Plan Review to permit the construction of a 5' wide x 51.5' wooden dock that will extend 5' over the FIND Canal at 2923 Bluewater Cove, which, at this time, is a vacant lot. Assistant Town Attorney stated that this would normally be processed as a Level I Application, but it needed to come before the ARPB and Commission because the Town Code prohibited docks on vacant lots and although there would eventually be a home on the lot, there wasn't one at the present time. Mr. Glickstein explained that they were trying to save time, money, noise, and mobilization issues to be able to construct the dock at the same time the bulkhead was being built. Board Member Roach stated he didn't think the docks should be built until the house was built and felt that the criteria were not being met for a variance and opening a Pandora's box. Mr. Glickstein didn't think this was a special privilege, but Board Members Roach and Smith disagreed. Board Member Smith stated that although she thought it was a special privilege, she was okay with it because of the extenuating circumstances of it saving time, money, and noise issues. Board Member Canfield made a motion to recommend approval of a Variance from the provisions of Section 66-369 of the Town Code to add a 5' wide X 91.5' long wooden dock which will extend five feet over the Intracoastal Waterway on the east side of a vacant property. Board Member Smith seconded the motion with Chairman Murphy and Vice Chairman Dockerty voting AYE and Board Member Roach voting NAY at roll call. Board Member Canfield made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit the construction of a 5' wide X 91.5' long wooden dock that will extend five feet over the 0 Minutes of ARPB Meeting & Public Hearing Held 4-28-2022 @ 8:30 A.M. Intracoastal Waterway at 2923 Bluewater Cove. Board Member Smith seconded the motion with Chairman Murphy and Vice Chairman Dockerty voting AYE and Board Member Roach voting NAY at roll call. 5. An application submitted by Bluewater Cove -Gulf Stream LLC, owner of property located at 2924 Bluewater Cove, Gulf Stream, Florida legally described as that portion of the southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/) of Section 4, Township 46 South, Range 43 East, Palm Beach County, Florida described as follows: Beginning at the southwest corner of the southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/) of said section 4; thence N.2005125"W., along the west line of the southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/)of said Section 4, a distance of 274.07 feet to a point on a line 274.00 north of and parallel to the south line of southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/) of said Section 4; thence N.89014'58"E., along said parallel line a distance of 692.60 feet to a point on the west right of way of the Intracoastal Waterway as show on Plat Book 17, page 14-A, Public Records of Palm Beach County, Florida, thence S. 11°10'38"W., along said west right of way line, a distance of 280.5 feet to a point on the south line of the southeast quarter (S.E. 1/) of the northeast quarter (N.E. 1/) of said Section 4, thence S. 89014158" W., along said south line, a distance of 628.32 feet to the point of beginning. a. Variance to add a 5'x91.5' wooden dock on east side of this vacant property b. Level 3 Architectural/Site Plan Review to construct a 5'x 91.5' wooden deck that extends 5' over the Canal on the east side of this vacant property. Board Member Canfield made a motion to recommend approval of a Variance from the provisions of Section 66-369 of the Town Code to add a 5' wide X 91.5' long wooden dock which will extend five feet over the Intracoastal Waterway on the east side of a vacant property. Board Member Smith seconded the motion with Chairman Murphy and Vice Chairman Dockerty voting AYE and Board Member Roach voting NAY at roll call. Board Member Canfield made a motion to recommend approval of a Level III Architectural/Site Plan Review to permit the construction of a 5' wide X 91.5' long wooden dock that will extend five feet over the Intracoastal Waterway at 2924 Bluewater Cove. Board Member Smith seconded the motion with Chairman Murphy and Vice Chairman Dockerty voting AYE and Board Member Roach voting NAY at roll call. 6. An amended, delinquent application originally submitted by 7 Minutes of ARPB Meeting & Public Hearing Held 4-28-2022 @ 8:30 A.M. Tarra Eidelson, Agent for the property located at 920 Indigo Point, Gulfstream, Florida, legally described as Lot 67 Place au Soleil. a. Level 2 Architectural/Site Plan Review showing a Gulf Stream Bermuda style with shutters on all four sides, and a revised entry feature not to exceed 14' in height. Mr. Carlos Linares, Architect with Randall Stofft Architects, stated that his client had hired them to take over and work with the Town on completing her project. He added they were not ready to present but were requesting an extension until the next meeting to hopefully be approved and they would make sure to meet all the criteria requested by the Town. Chairman Murphy stated they had made a concession on the coins, but wanted to make sure that the style was going to be Gulf Stream Bermuda to which Mr. Linares agreed. Town Manager Dunham reminded Mrs. Eidelson that nothing was to be done on the outside of the house until approved by the ARPB. VII. Items by Staff There were none. VIII. Items by Board Members There were none. IX. Public There was none. X. Adjournment Chairman Murphy adjourned the meeting at 10:02 A.M. Renee Basel Deputy Town Clerk 9 iE 4-1 14-4 c� O 4� 1 C — �� �Cz cz 5 CZ '� O O �. v 141Ucz K >~ (Z O m O m+ w O O O � -� � Q" O j Uj >~ "O cz O ~ � 14-4 N ,� ate., •� ca -W m p X +�1rd O C c� 0-4 Iz Q° H ,� H� U H a o m V U w O U) 41 ~ O � 175 a) � +± v oz � ►- MMO: Q N Q) Q� 0 0. Q O LL W uj O N � LL J A O LL LL LL Z O O J.- v IL Q L O U) N 1. 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CD E(U >cu O�O cq O 1 1 .r r I r-I O) O E "O 7 p o — O - w cu Q O : Q) CI. cn (0 OO O X Q > C a) r_ - Cp ( co a W _ oO > D a) o L o a) o Q cc� 3 U .N m o ac a -o ) � >o Cq � N D co 1-4 Q w a) F+ (� Q) c r 0-Q) L L O o Q p O C 3 co,C .4+ o Q LL V «. Q75rl _Q N v 3 Ndca p O ) am) cu j a )n oU co d o o L s QNzm - cn cn p (a6 O n c cd d p L ac) a) o 0 > a) o O IL 0 CIO) En E cts a�i +� a N U cv N c Y d o a a N c rd a) Z cn 0 c a) Q p ca N = co CO •0 p Z cn w c O O a C L L > d a cn ai c o ro ^ c ccu U p o L N a) N N CL m O -0 .0 " m c> �N o X O oX U SII .CD= 3 o Lu = O cf� Q `' W � «- a- L° -j U) c) _ 0 o ) IL C� c�i �r L6 co E p �- N cM U O W W W W W W Z LL LL LL u j U: i Q (n N w WALSH RESIDENCE 1315 NORTH OCEAN BLVD, GULFSTREAM, FL FIRST SUBMITTAL: MAY 06, 2022 SHEET INDEX: PROJECT SCOPE: UUVLR SHLL I S-SURVEY TD1-TREE DISPOSITION & DEMOLITION PLAN TD2-TREE DISPOSITION SCHEDULE Lo-SITE PLAN L2-REAR YARD ENLARGEMENT LP2-LANDSCAPE PLAN LP3-LANDSCAPE SCHEDULE AND PLANTING DETAILS PROJECT TEAM: IApTomik9srom BRIDGES, MARSH & ASSOCIATES 18 VIA MIZNER, PALM BEACH, FL 33480 P: 561.832.1533 LANDSCAPE ARCHITECT: NIEVERA WILLIAMS 625 N. FLAGLER DRIVE SUITE 502 WEST PALM BEACH, FLORIDA P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM COASTAL ENGINEER: ISIMINGER & STUBBS ENGINEERING INC. 649 U.S. HWY, SUITE 9 NORTH PALM BEACH, FL 33408 P: 561.881.0003 -DEMOLITION OF REAR YARD HARDSCAPE AND LANDSCAPE. -HARDSCAPE INCLUDES NEW POOL & SPA, SITE WALLS, AND LAWN STEPS. -NEW ADJACENT LANDSCAPE TO BE INSTALLED. 1/4 MILE RADIUS � RsCE1Vp rOWn Of tt��2 Gulf Stream, F( NIEVERA WILLIAMS DESIGN I 20 0 20 40 60 i IunouIID11 ' ImffillHfo I Scale 1" = 20' I O I zi E 7814179404 DEPMONUI4ENT I R-174" PUBLISHED POSTION .__ _______ 5_85-1020'E. 141.30. N]81406544 I ........... _______E9G5292.5IN P` LOT 4 BLOCK "D" . s P aDoDo\DsGERr ft R\ IOEll .. ' CE _O�tl %Ir I °U NASmIFA(6aGsDaR13sAeKPl E I I, 0 REMF�DER ]808762 O N ]8092�.790E965e6184 E­INTEKNCHA N LNNLOT 5 I FOUND fs FLOOD AVER RANO cssWALL BLOCK "D" HNE RETAIN /lF.NOD ER LINE °NOT,1 ARECA PALM HEDGE (203N01I $89°20'26"W 561'± (TO THEMEAN 0i )2I4 �Ii OE OWER THE 1e _ .., ry ,0. RG' v -aI nb NOTH ROCONTOUR FINE `V... 35 ERII A CO A ST A L(BECKH Becrc DRIVE 1fifi.. z r STRAND GENERATOR 146 'f 1 I // iOF 12 \ / Z COVERED ,S' 1 S7R INOL } LmE TAT ON SAND BE A4H—/ (1 Q ARAGE _ �01 ryOM1 I `BM1 .. o..CO Eft�D 5. 52.3' 1 1S WIDE BLOCK LOT S GD" L. 17 fi do '"? a _.a l is 2 >4 _ 1 m CONC. euLKHEAD ` II N ARECA PALM HEDGE S D nnn BRICK DRIVE+ ORR s se` .may 25TORV- . RESIDENCE I e n F.F.EL=TISS \ I .- Bep SOUTH LINE OF LOTS g—____—_ -�f, O S >0 y_ ___ _30tA _ _—_. _ >! _ _ LONG_.- _ ____ POOL__ /S 1WZ_ NORTHLNE OF LOT `L __T ______ _ rl --- - - - 00 cc VFR m DECK. n0� LB49 N to I 290 1 ff A R28 //// 1, / �� Z ERCKCR ME CONC. �y IZf6 TALI SAND BEACH) I� , Q 2 095 a m ' O �'P ,1( n`M1 �S9a r0.3 62 S DECK -- S,� I NORTH I2 �STRANO '1 \/� J I` / / COAS ` 93y � 0 O cW M1Bo ..., ,50 4 I, `01 p..5] v ye /3 C OUSE, �1.0' f COO S AL— f' GO M1 neeM1 t ! S \�O LOT 6 g VEG B fis � 1 .S 403 45t 17r _ ; - P. 43.3 GRAPE 11 STRAND BLOCK "D" o P` LmEITATION rr�2E OCON OUR"LINE BN> A6M� RV3,3 BATH \. If 1 �/5 BWCK DECK - YBRICN WALK\..l ( 1111////. HB3 q / Sop MEAN.HIG04I06/TOER LINE nt1 ^K0 a B `L \ i� • �YI,`OBo nAO , o q� �N X 1 4 LOMPOS TE WALK �� S9S /� I04gg2021)WA 31.14' CBS WALL N 7808227D28 1 sEPrlc $$9°20'26"N/ 545'± (TO THE MEAN HIG WATER LINE) 1 E 9648913616 c TANK 80824.71FOUND 48 — IRON'ROD w E9650fifi1615 c CUT REMAINDER a CAP O w IO $I I INS EA OF (AI o SITE SPECIFIC LEGEND. LOT 6 - YARD DRAINS BLOCK "D" CLUSTER = SEVERAL TRUNKS N I p 0 I TREE TABLE TRUNK CIA. q TRUNKS TREE TYPE 2. O y 0 II,cOCONUiPALM��p�` ,C 1 Itl ocONUT PALM iR`� \°�iA ISSS----yyy 152 10, Itl COCONUT PALM R 0ONUMLOT 7 t54 t0" I11 COCONUT PALM E9 I O m DE MONUMENT _ 'S' us a• uI 10 1ITPALM PI Pu6LISHED POsmON BLOCK D 117 s. 11) COCgJUT PALM N7B0101.9207 v a.B6.or In'E N7BC 3 157 e' (1) COCONUT PALM ------- -------------- 70.00---- 65038856 E 9649691162 (1) COCONUT PALM o 11 41.0 5 (2) PALM TREE LEGEND I Tim (2) (1) ROYAL PALM ( ROYAL PA.COCONUT PALM TREE D�a Gu�fi Stream - (1)H ROYAL PALM PALM TREE OW (1) MOCONUT PALM ROYAL PALM TREE 158 4' 01 PALM NKNOWN TREE I 171 1. (3) PALM- APALM TREE CERTIFIED TO: Melissa Walsh m REc 172 (cw6TER) ARECA PALM PROPERTY ADDRESS: 1315 N Ocean Blvd, Gulfstream, (2) M = STRANGLER FIG TREE FL 33483 (2) PALM t I FLOOD ZONE: XB VE FIRM 125109-12099CO981F (3) >qp = SAW PALM TREE 10/05/2017) l3) PALM sEAGRAPE TREE I DESCRIPTION: South 1/2 of Lot 5 and the North 1/2 of Lot 1) STRANGLER FIG 180 it 11) = CABBAGE PALM TREE 6, Block D, REVISED PLAT OF BLOCK D AND BLOCK E, „ PALM BEACH SHORE ACRES (OCEAN BOULEVARD ,3) PALM�P ESTATES), according to the Plat thereof, as recorded in n) BAGE PALM SURVEY NOTES: Plat Book 7, at Page 38, of the Public Records of Palm Ill Ill UM 1.) Lands shown hereon Were not abstracted for easements and'or each County, Florida. said land situate, lying and being in rights -of -way of record by this office. Palm Beach County, Florda. s N I 12) IsEAGRAPE 2.) Area ofeubject property no Ill 1Nl cAB EPALM a)TOTAL AREA =55,519 square feet(1.274 acres acres) tse en' inPAALLMw'PE b)Area lying west of the seawall= 32,740 square feet(0.751 acres). BOUNDARY SURVEY uac)Areal q l (CLUSTER) sEAGRAPE ying east of the seawall = 22,779 square feet (0.523 acres '�`o.:;v "•,m;"M 9? 'Iby Michael PALM 3.) Elevations shown hereon are based on North Atlantic Vertipl Datum of (1) 1988 (NAVD 88). I 1 •? Millet (1) ) Onginating benchmark= Leica Global Positioning System: (1) APE A ;, ,s ,,, Date2022.05.04 (1 b) f existing elevation (NAVD BB typical).•,e•'°15!�@!504'80' r (3) CABBAGE PALM TILLER tl4034 3) 207 6' PALM MB I (3) CABBAGE PALM I CRD. FILE Y210324 M9 B4' (ttusTER) sFAGMPE ) g improvements located. LEGEND. _ __ __ ___ -- ___- _ 0) sEAGRAPE 4 No underground im ,P. . uto,MrEo „ - A,. _ rorlTor lKa.: PTIm 5) Bearings are State Plane Gr tl Ostance are ground distance. K .T ^° µAEILI q ggTo " "` o SGA E = 26 MILLER LAND SURVEYING REFI Ba26' zt2 N) 6.) This firms "Certificate of Authorization numbers"LB 6®38". Erv^ q µw E DRAWN BY: PICARD 1121 LAKE AVENUE PREY. Y21m24 I LAKE WORTH BEACH, FLORIDA 33460 JOB NO'S. FIELD- MM.1BM. PHONE. (561) 586-2669 - FAX. (561) 582-0151 TDB No. Y220094 nErEaE.cE _ WAAM millersurveying.com -- EET'_ 7 =YL.-DATE: ON1312021 mail. orders@millersurveying.com L-2238-A MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 ©. ............ ti4gr� O •'•.4P '• l+ IT TE �ORIDI•• O \ w + o A I z m U eI� j I j w Q � � O U I w W � az a � REMAINDER Z K i= INTERLOCKING 00z 6 OF M �7^I FOUND5I8" FLOOD ZONE w PAVER RETAINING CHAIN AK C,Ui LOT 5 � LL S00'25 09� 1717 IRON ROD NE oz I 2ALL C B S WALL FEN E BLOCK "D' E 1 H6� (NO ID.) ARECA PALM HEDGE _ N o o N SET P.K F W ,s°. O (2.03W, O.i t'S) o oq7 >o sus ^° S89°20�26" W 561 t (TO THE MEAN HIGH WATER LINE) 8a✓ NAIL(us636> } y LL g1 _y i48.8B ^ / 110'3 > LU J P.I. gg °= 6 766p >S�l J,l "o .�s /\' P�M ,g11 > I h� > ^ 7 SEAGRAPE J U' NOTHING �:' 1" J/ N �' FOUND OR d8 ^ 3.5' BRICK WALK �3y e >o ?B> HEDGE STRAND 9S�! ayn BET �� •°BRICK DRIVE 3 XP\COASTAL Z GENERATOR /14.6' 3 1 i18.8' i27.7 1FY /4.7'i `� T�) I f�/'� U 67' I SOUTH 1f2 v' LI.I'= �0 19 a i P10ry3 11fi.�COVS RED 1S7j ' OF C O J zp I 1.* 2 oar GARAGE Io N Q O O I� M1g tip 16' 1.9' C VER D ,'% d"�•}' LOT �J FZ I atQ 'C1• f� 10 Bp, F.F.EL.-77.18 BLOCK "D" Q n OD rw yZN +'' 11. �6 3• 1.5'WDE mQ 2�.., rr7�p ARECA PALM HEDGE /4'S /;) b "� OB / 152 �'1 w CONC.BULKHEAD Z D•'Nm�' I�:J hry BRICK DRIVE q 36 �t�n 1 B b2 719 : ,, b 2 STORY Q W o o ar >ss9 sy RESIDENCE >B�0 y 1g3 p�°� _ m�2.7' F.F.EL.=17.56 _______________� _ a _>53j 7,�_ _______ ___ SO UTHUNEOFLOTS____ g ________ = Q �Z ` I w O W +F -_- g6 _ -_ ° 4 ry�ls9j _---_ 6 COV kt- _O ,L9 POOL �,e SPA >g P p W y, NORTH LINE OF LOT 6 H a$ ` n'1` ro •9 f z.e' s re I I 2s.D• � T Q W O W '7� BRICK DRNE s sy9 a, / r ( >\7z 5` Or Z p Wla 1 31 ° >•r !B m CONC I lfs 2 N C I7. O 10� 1 b�> pj — �07' /82 3,a DECK ` �.. ° .p >y� / Q 31.0' WDE OF NORTH 1/2/// LL I ,gPg ,5gry 0ti 15g1 n i �9.4' a pf ,Y, T2� CONC. BULKHEAD LOT 6 0 C ,yog563 ; /:C01�Ep COASTAL $ STRAND BLOCK ,.D,. ea i 45.1' 9 'A• 177/ .' \93 OUS >\66• I S ep /'Q• �� '^g 11A 1i R/,t��'i` BRICK DECK .,6� 1 �7tA °..4* RICKW • °, S ` �(' 1 � � 3. � f � ✓ °''°'°<�°�'::'°.d' COMPOSITE WALK :_::•°.:'.':'°. s •_ _ _ _ 174.82' A`S I 1 ^6 gy p. 2 P •,. a 1 30.10 p P C.B.S. WALL 1172 I SEPTIC I z z S89o20�26' W 545't EI o SET 1rr TANK (TO TH MEAN HIG WATERLINE) < A IRON ROD .c 7 FOUND 8 CAP w I !u 2 I 'X CUT °' _ � REMAINDER (E6838) Q I w SITE SPECIFIC LEGEND: O a IN SEAWALL OF YARD DRAIN I, O I LOT 6 y I IoI BLOCK ..D j ., p I NIEVE DESIGN WILLIAMS DES U I I � I ( I 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 (1 •C_\ P: 5671-659- 113 20 F: 567-659-2773 SURVEY PROVIDED (,A — 1 L022 NIEVERAWILLIAMS.COM BY OTHERS Town o' Gulf Stream, FL N o 4 8 16 32 FEET SCALE: 1/16" =1,0. MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 �N O................... I�c 6T T! FLCRIC�• I I I w Q IN I I I aw I a U I I O Z M I M I I I � LU I J f SCOPE OF=ORK I 0 w I — H W N ti �9) Ljj �Ba ®83�+`sveri-wiz zy-zaysczc.czocczs^�5 ® WSJ ®56 ®55 �Sa •Sx I (J 99 06 O o °200 I O DPIVEWAV TO REMAIN •6 i'S9 I I I ~ m 194 Y Z I a O N " EX. COVERED O TERRACE I •�0 E%. I I TO REMAIN I N � GARAGE 1 � 203 I m W w I I I W I O I 95 -- --------_ I __'161 _____ G_ --------------- ______________-----------------------------__ z ---- ®-- — — EX. TERRACE IX sITOPV 0��� ®6s TO BE REMAIN' I EX. POOL RESIDENCE I TO BE REMOVED ®b3 I R • DRIVE V TO REMAIN ]OJ I zo6 E%.TERRACE ® I ��TTOO BE REMOVED I I •O I I •182 r 1 O •18, I .. '50 "s, l a I O9 •tJ] .i66� EX.TERPACE OJ9 �iTl • I 'J3• nT •i6q ® 265 TO BE REMAIN �> • O6J • _%)21 o I I I I ® I I lop 'FC NIEVERA WILLIAMS DESIGN I �,1I1 Town ®{ Gulfi Stream, FL 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 N I EV ERAW I LLIAMS.COM N O 4 8 16 32EEET TD1 SCALE: 1/16' =1'-0-11 DEMOLITION LEGEND • TREE/BALM TO REMAIN • TREE/BALM TO REMOVE TREE/CALM TO BE RELOCATED ® HARDSCAPE MATERIALS TO REMAIN TO BE DEMOLISHED ®AREA CONTRACTOR RESPONSIBLE FOR REMOVAL OF MATERIAL OFFSITE NWalsh Residence +A' 1 t3t5 North Ocean Blvd. Gulfstream, FL April tq, zozz NIEVERA WILtIAMS Tree/Dalm Disposition Matorial Schedule USDA Hardiness Zone, tob It.. No. Common Namo Botanical Name D.B.N Condition Disposition Nakive tso Coconut Palm C«os nuciFera tz' Fair t51 Coconut Palm ComsnuciFere t2 Fair to Coconut Palm Corosnudfera to" Fair t84 Coconut Palm Cocos -cif— 10' Fair t33 Coconut Palm Cocos nuci{era 8' Poor t56 Coconut Palm C«os nucifcra 8' fair t67 Coconut Palm Coma —if— 8' Fair i88 Coconut Palm Cocos nuci(era 8' Fair t59 Palm N/A 5 Fair t6o Palm N/A 5' Fair tbt Ro al Palm Ro t8' Fair Rcm_,n tbz Royal Palm R ts' MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 N p�.P... 1 NfV'•99c+ 9t5 aT TE *'•. r FL pRIDP W J Z o M U 0 w to Z N u O w 7 N ILL > O a = Z to w 0 O LI J w z a Q M 3 0 Q E 0 N w NIEVERA WILLIAMS DESIGN 223 Sunset Avenue h 1 Suite 150 S�fGdC�1, Palm Beach, Florida 33480 1 r`VJn `J P: 561-659-z8zo v 11 F: 561-659-2113 NIEVERAWILLIAMS.COM FaiLLJ rt63 Ro al Palm R te' Fair TD2 MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 N per:......... •RHO NIFM'':?g+ ♦4'yr'; P = U� • 6T TE FLORID'• O •o w Q N I I W V M U U I I U Z LLI 11 a Q a w SCOPE OEWORK d W O.O I . w N w Li J J I EX DRIVEWAY z TO REMAIN U I W = a I ' O Y EX.COVERED O i t EX. I I I TERRACE I I J N w f GARAGE I Q n 1 I I o I I I I Z EX. 2-S-0" I RESIDENCE SUN SHELF .OL PA I i I EX. DRIVEWAY I I I I p TO REMAIN I I 1 Q � I I� o I __________ ____________ 1 7 ® EX. COMPOSITE WALK Dio NIEVERAWILLIAMS DESIGN Yry/ �� Stream, 223 Sunset Avenue Tt(.,u�f �00 UI V Suite150 VV�� Palm Beach, Florida 33480 P: 561-659-2820 F: 561-659-2113 OVERALL SITE CALCULATIONS: NIEVERAW ILLIAMS.COM TOTALSITEAREA• 5S.S9 SOFT EFFECTIVE LOT AREA- 32.740 SOFT ioow MINIMUM LANDSCAPE: REQUIRED- 13,o96 SOFT now EXISTING • 16,970SO FT 5'.ess N PROPOSED • zq,956 56 SOFT )6.z5s SITE O 4 8 16 32PEET �izd SCALE: i/W. f-o" E%. PATH WAY EX. ,STORY RESIDENCE TO REMAIN I I I I I Im IU h V O E%.SITE WALL I U h U I I I I I I EX. COVEREDTEPRACE I TO REMAIN I I •14.5 i 9 I � I I.16.0 .13.75 -13.5 •�1,9 SUN SHELF POOL SPA I a5' • I T O.W-.,5 AS' I I .i3�9 I I I f EX. SEAWALL 1 I RETENTION WALL STUCCO FINISH, DAINTED TO MATCH HOUSE I CAST STONE STEPS & PISEPS SITE WALL, STUCCO FINISH, PAINTED TO MATCH HOUSE JI I SITE WALL, STUCCO FINISH, PAINTED TO MATCH HOUSE 1 I I CAST STONE COPING. j THICK I ` •�5., O.W.'Sd5 ��3J9 `off f1 I i I •�53 E%.COMDOSITE WALK S'TE WALL I I I U I I I I I LEGEND OVERALL SITE CALCULATIONS: TOTAL SITE AREA - 55.519 SO FT EFFECTIVELOTAPEA• 32J40 SOFT Loon .OPO EX. TOPO MINIMUM LANDSCAPE: REQUIRED • 13A 6 SO FT 40% EXISTING- 16,970 SOFT 51.8% PROPOSED • 19,117 SO FT 58.4w �0.00 PROPOSEDTOPO COASTAL STPAND ,9, 1 COASTAL STPAND - �:\c� down N O 4 8 16 32 FEET SCALE: i/W = t'-o" MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 n�� LII U N Z LULU L L u CL M Q M J Z M Z W W J LL a' 0 F w Q } � N a ~ u Q Lu Q W N O 11 Q f9 Q J n w a Q N J Q U o Z M U N ` ?iQ' Q N w N I EV ERAW I LLIAMS.COM Ll I I MARIO F. NIEVERA I State of Florida u Landscape Architect I Registration No. I 6666856 I p:qqq XO fp I N1—•`•9n 6) SEA GRADE TREE W I 16'x to HT, 8-10 C.T. MULTI -TRUNK ())NOGONHIA (28)SEAGRAPE t tit i2 HT. @EE OC 3, HT.,-@3COC. 6T Te ' #.•. r i* I(22) SEA GRADE (n,) SEA GRADE ` %LORIDA•• I 4 HT., @36'OC . G HT,.@3ti OCto ® I COASTAL STRAND acp I J Q EX. PATH WAV ,AWN I 1 U I � w I oUM Z a M > w LL I Q f EX. zSTORY RESIDENCE ; L LJ a • LL a w a AWN m I a a a = Z I LAWN. U w DASDALUM (n U O Z I Q M I1 LAWN I I I 1 I I I I I � 1 N O Q f O N I ! LAWN I I COASTAL STRAND I I1 I ® j ® I I E%. COMPOSITE WALK NIEVERA WILLIAMS - -. DESIGN (,.) NORONHA pr' , HT @ 55 O.C. (35) SEA GRADE a NET. @ 36o.c. I 625 N. FDrive _ �a �^ 1UF, t Suitete 50 Sot West Palm Beach, FL33401 l P: 561-659-2820 I 2 gulf Stream, F: 561-659-2113 I down o� I I NIEVERAWILLIAMS.COM OVERALL SITE CALCULATIONS, } SOFT TOTAL SITE AREA- 5S.519 EFFECTIVE LOT AREA. 32.140 SOFT t00% N MINIMUM LANDSCAPE, REQUIRED- 13.D96 So FT 4— 6�y7p E' LP1 EXISTING - 16R70 SOFT 5ta% O 4 8 16 32 FEET PROPOSED- 191, SOFT SCALE: 1/16". Yo" pw_ yV M , .Ra,t•. 1 NOTES: AND TIE FRONDS T ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED. z. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3REMOVE ALL STRING &/OR W IRE WRAPPED AROUND TRUNK. 4. RE MOVE ALL STRAPS, QPE5,WIRE.&/OR STRINGS USED TO LIFT THE ROOTBALL. 5, REMOVE ALL BURLAP &/OR WIPE FROM THE TOP OF THE ROOT BALL. 6. TOP OF POOTBALL TO BE SET F'BELOW FINISH SURROUNDING FINISH GRADE. TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES, FREE OF SCARS, BURN MARKS AND BOOTS / OODEN STAKES MBE POOTBALL N 'VC Sol_ BACK \` FOOTBALL r �� . • 1I1I II1�� ir 11117 �SS BETWEEN MIDDLE & BOTTOM MIN 3 TIMES THE WIDTH OR ROOT MASS OR THE POOTBALL 11. 11„ .Ili ACE UNIFORMLY AROUND ROOT P-25'DPYWALLI I NOTE: ALL PLANT TO BE FLORIDA a1 GRADE OR BETTER �1 PALM PLANTING DETAIL 0 MULCH 3' FROM STEMS 3 MULCH LAVER %REPARED PLANTING SOIL UNDISTURBED SOIL NOTE: ALL MATERIAL TO BE FLORIDA" OR BETTER &—S PUB & GROUNDCOVER PLANTING DETAIL NOTE: BUD SHALL BE PERPENDICULAR TO GROUND PLANE, TRUNK SHALL BE STRAIGHT AND W ITHOUT CURVES. NO SCARRED OR BLACKEN ED TRUNKS. 0 RECP1 APRI_ ROOT BALL DIAMETER HURRICANE CUT OR FULL HEAD SEE SPEC IFICATIONS BURLAP TO PROTECT TREE MINIMUM 5 LAVERS z NONSLIP METAL COLLARS (6) z X 4 WOODEN STRIPS OVER BURLAP 6-SOIL SAUCER TO HOLD WATER PLANT PALM o' TO 2'ABOVE GRADE 3' MULCH, REFER TO SPECIFICATIONS (312 X 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS ] X 4' X 3 STAKE NATIVE SOIL BACK' I LL OR AMENDED SOIL AS REQUIRED BY SOIL ANALYSIS COMPACTED SOIL TO PREVENT SETTLING EXISTING SUBGRADE NOTES: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT ALL PLANT TO BE FLORIDA Fl OR BETTER E) PALM TREE PLANTING AND STAKING DETAIL FEPTILIZATION SHRUBS AND TREES ALL TREES AND SHRUBS SHALL BE FERTILIZED W ITH'AGR I FORM' zo 15 5 PLANTING TABLETS AT TIME OF INSTALLATION AND PR IOP TO COMPLETION OF PIT BACKFILLING. TABLETS SHALL BE PLACED UNIFOMLY AROUND THE ROOT MASS OF A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS. APPLICATION RATE: 'GALLON CAN: 1- 2, GRAM TABLET 3 GALLON CAN: -FT GRAM TABLETS 5 GALLON CAN: 3 2, GRAM TABLETS ] GALLON CAN: - F GRAM TABLETS TREES: 3 azc GRAM TABLETS EACH i/i OF CALIPER PALMS: 7 - 21 GRAM TABLETS GPOUNDCOVEP AREAS ALL GROUNDCOVLR ARFAS SHALL RECEIVE FERTILIZATION WITH'OZMOCOTE' TIME RELEASE FERTIL;ZER AS PER MANUFACTURERS 5PECIFICATIONS. TREE PLANTING DETAIL MULCH 3FROM TRUNK MULCH 3' DEPTH FILLED AND LOOSENED VATIVE SOIL BACKFILL NOTE: ALL PLANT TO BE FLOPIDA •I GRADE OR BETTER SOD NOTES: ,. ROUGH GRADE PROVIDED BY CONTRACTOR 4'-5' BELOW GRADE z. RAKE AND REMOVE ALL CONSTRUCTION DEBRIS 3. PRIOR TO LAVING SOD ADD Sow HORTANA AND sow CANADIAN PEAT, Y M IN, e AFTER LAVING SOD APPLY NECESSARY PESTICIDES AND LLSHRUBS/GROUNDCOVERTOBE PLANTED FUNGICIDES. CCOR DING TO PARTICULAR PLANT SPECIES EE PLANT LIST FOR (O G) SPACING, 5. IRRIGATE REGULARLY, REFER TO IRRIGATION DRAWINGS SOD (SPECIES TO BE DETERMINED) Bow HORTON', zaw CANADIAN PEAT MINIMUM DEPTH r MIN. SETBACK FOR SHRUBS GPOUNDCOVERS TOP SOIL JACK OF CURB NOTE: BED LINE ALL PLANT TO BE FLOPIDAa1 OR BETTER G PLANT SPACING DETAIL BURLAP TO PROTECT TREE MINIMUM 5 LAYERS NON -SLIP METAL COLLARS (6) z X 4 WOODEN STRIPS GIVE P BURLAP TPEEBRACE WRAP ROOTS W/ COMMERCIAL GRADE —BACKFILL W/ 5Pw PEAT & NOTE: 5— QUALITY FILL SAND 1. ALLOW4-6 WEEKS BEFORE MOVING TREES. x. PROVIDE DRIP IPRIGATION. 3. ALL PLANT MATEPIAL TO BE FLORIDA aI GRADE OR BETTER TREE ROOT PRUNING DETAIL SOD PLANTING DETAIL BASES 'NO CROWN SHAFT E) PALM SPECIFICATION DETAIL NW.M Residence 1315 N-th Ocean Biad, Gulrslream, FL May S. 10]a HIE�•FRA wiLUr Landacapa Malarial Sehadula USDA Nardlnen Zone: rob Ealablishad Item No. Commen Nama Dolaniul Name quanliry N Rv- Spread C. Total Coverage Speciriulion Ares (SF) (SF) Trc t 5w Grape Coc.t.. wear. t a rb'arb'HT, &ro'Cr. % Noranhh Nmonhi. emar&oats p 12'14T,550C Shrubs 3 Sw Grape Coccdoba-il 127 a i HT. WO.C. IS 4 SOD Paawhn Tl FELD MEASURED 5 SOD b9Famor,d TO BE MEASURED tI� �1%J wj f(•1' Town of Guif Stream, MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 0 a f 0 O N w NIEVERA WILLIAMS DESIGN 625 N. Flagler Drive Suite 502 West Palm Beach, FL 33401 P: 561-659-2820 F: 561-659-2113 NIEVERAWILLIAMS.COM LP2 MARIO F. NIEVERA State of Florida Landscape Architect Registration No. 6666856 F' •gip NiFI%''•,tp A+i aT TE FEORtDi O Q U N Z W LLI I Q Z M J ( M w W I � � a W V, LL Q LJ Lj ` 0 Cf of m Z Z UI Q '( /^'� W J v' O i Cl Z J I a Q M ( Q EXISTING HOUSE- FOR REFERENCEONLY EXISTING HOUSE BEYOND- rORREEERENCEONLY N I PROPOSED POOL PZOPOSD'READS AND R.Sc PS po ^h PROPOSED PE A:Ni NG WALL O h ,PM1 O I 45 ..... ... .. t EAST LAWN - PROPOSED SECTION W D� SCALE:q-Y-o' NIEVERA WILLIAMS DESIGN E+` _ 223 Sunset Avenue Suite 150 Palm Beach, Florida 33480 Stream, F P: 561-659-2820 P: 561-659-2113 sown ®f Gulf NIEVERAWILLIAMS.COM DiO 1 2 4 8 FEET SCALE: 1/4' = 77 MARIO F. 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N c r I + Lr @ 1; (0 "0 N D X O N H Q7 Hm OOO-1mZLnur) WEEKES RESIDENCE ALTERATION LEVEL III 2520 AVENUE AU SOLEIL TOWN OF GULF STREAM CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM VVINTER SNOW DESIGN DESIGN FLOOD HAZARDS SPEED(MPH) WEATHERING FROST LIN TERMITES LOAD CATEGORY DEPTH TEMP N/A 170 N/A NEGLIGABLE I N/A VERY HEAVY 54 X - 6 NOTES. I. SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD ZONE X: +6 FT FLOOD ELEV. 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 . POINT OF CURVAI, S CCi$�M FOUND NAIL P�SAO�-E•�� - -A I �c/�y Av�Nv� NN P1VST R N � wrd 78.76' 25,00' FONO11r CE N 5.4S 3 iv �250' tp3N sots Egg i 5.4'E 70.7 'v 42.6' W 0 ao pgE FENCE i 52.4 9.0' Ipk LOT 36 6.0' Ti 42.8' v _J C $ 13g l.gW ; 10 QQ RESIDENCE # 2520 3.4 ^ 33 =)y LU LOT 35 I1 X I 4,2' 3.4' F- DRNEWA c�D Z t j ALL n N 49.1 103•osp' LU AdAs.. > N a I 4UE�T 1 90'p(J0� 149 �, FEp S RNE Na 11'I o POINT OF MICE ROOD 3111 I yg S NE)(pEN LOT 37 CURVp7URE FOUND NAIL AND) pISG NORTH Y SURVEY (BY OTHERS SCALE:1 /32"=1'-O" CODE NOTES CONSTRUCIKIN TYPE. TYPE III OCCUPANCY TYPL R-3 LEVEL OF ALTERATION: III CODES. FLORIDA BUILDING CODE: 2020 ED. NEWENTIAL/GIST. ASCE 7-1D. NEC 2017 DESIGN PARAMETERS 1) BASIC KIND SPEED (-D VELOCTY) DESIGNED FOR = 170 MPH RED. (WLT) 139.4 MPH RED (VA,D) 2) SK CATEGORY II 3) BRUILDNG DESIGN. ENCLOSED 4) KIND IMPORTANCE FACTOR I 5) INTERNAL PRESSURE COEFFICIENT f.18 6) EXPOSUNE _ "D" 7) KIND LOAD AS PER 1603.1.4 F. B.0 RFF,JFI F" FD, APR 12 2022 Town of Gulf Stream, FL DRAWING INDEX DWG, N0. DRAWING TITLE REV.# DATE REMARKS T-1 TITLE SHEET. PLOT/SITE PLAN AND EXTERIOR RENDERINGS 3/7/22 A-1 DEMOLITION PLAN 3/7/22 A-2 CONSTRUCTION FLOOR PLAN 3/7/22 A-3 PROPOSED ELEVATIONS 3/7/22 A-4 CROSS SECTIONS AND DETAILS 3/7/22 A-5 FOUNDATION PLAN AND DETAILS 3/7/22 A-6 ROOF PLANS AND DETAILS 3/7/22 A-7 DETAILS 3/7/22 A-8 PAVILION FLOOR PLAN, ELEVATIONS & DOOR/WIN. SCHEDULE 3/7/22 M-1 MECHANICAL PLAN & NOTES 3/7/22 M-2 MECHANICAL DETAILS & NOTES 3/7/22 E-1 ELECTRICAL PLAN 3/7/22 E-2 PAVILION ELECTRICAL PLAN, PANEL SCHEDULE AND NOTES 3/7/22 P-1 PLUMBING PLAN 3/7/22 P-2 PAVILION PLUMBING PLAN AND RISER DIAGRAMS 3/7/22 S-1 PARTIAL STRUCTURAL PLAN 3/7/22 S-2 .STRUCTURAL GENERAL NOTES 3/7/22 RS-P PLACE AU SOLEIL ZONING CRITERIA SITE DEVELOPMENT REGULATIONS FOR THE RS-P DISTRICT. ALLOWED/MINIMUM EXISTING PROPOSED LOT AREA LOT AREA = 18.992.16 SO FT NO CHANGE GROSS FLOOR AREA GROSS FLOOR AREA = 4,6'35.17 SO FT HARDSCAPE0 AREA 10,495 SO FT 1L557 SO FT LANDSCAPED AREA = 40% 8.823 50 FT (46.45%) 7760.58 SO FT (40.8%) FLOOR AREA RATIO = .33 FLOOR AREA RATIO = 243 NO CHANGE FROM YARD SETBACK = 30 IT FRONT YARD SETBACK = 42.6 FT NO CHANGE REAR YARD SETBACK = 20 FT REAR YARD SETBACK = 52.7' HOME: NO CHANGE, PAAUON: 21.75 FT STREET SIDE YARD SETBACK = 20 FT SIDE YARD SETBACK = 24.9' NO CHANGE SOUTH SIDE YARD SETBACK = 15 FT/30% OF LOT SIDE YARD SETBACK = 11.9' NO CHANGE MAX ROOF HEIGHT = 20'-0" ROOF NEW 14'-10- NO CHANGE PROPOSED ADDITION = 0 SF = PROPOSED PAVILION 306 SF FACADE GLAZING CPiCULA710N. ROOF OVERHANGS = 24' UON 1. REAR FACADE PROPOSED = 691 SF OF WPLL REAR PATIO OVERHANG: 61.75 GSF 2. REAR FACADE GLAZING = 262 SF 3, COMPLIANCE: 37.9% < 40%, SO OK. (123.5/2) FROM PORTICO OVERHANG: 30.2 GSF (60.4/2) AVENUE AU SOLEIL 50' RIGHT-OF-WAY 23' ASPHALT PAVEMENT REMOVE EXISTING HOT WATER HEATER & CONIC. PAD r EXISTING DRIVEWAY \ APRON{ (MATCH) \ A VE�TE\ -.-1 T I} MAI 1 i F-------------------- 70.2' 42- I' I � I 1 1,441 SF PROPOSED RENOVATION GIN 1 " .- SUI _ 8 d DEMO 52 ,7 PORE 10 2" hSTING a'L rROP 01 3-` \ ONI INGLg FAMILY n NEW UNDERGROUND NATUKBYOTHERS UNDER SEPARATE PERMIT. ISTING NON -CONFORMING SETBACK NDENSING UNITS RVICE METER & PANEL -EXISTING POOL EQUIPMENT NEW NATURAL GAS GENERATOR DESIGNED AND INSTALLED BY OTHERS (EXACT LOCATION TBD). SUBMIT SHOP DRAWINGS TO ARCHITECT AND MAINTAIN REQUIRED CLEARANCES FROM HOME AND WINDOWS AS RED. BY FUEL GAS/PLUMBING CODE 0 2 4 8 1 LOCATION MAP � � ARCHITECTURAL PLOT/SITE PLAN. SCALE: NTS NORTH �� SCALeI/16"=1'-O" NORTH 29SF OFII EXISTING TO UVIN J ROOM OF PAVERSTO ADD ED AREA TICO (+30. GSF) 1Y AND PR IE NEW ERS. 880 F ADDED TEXITING DRN APTN (MATC PAVE E R4 TO ADD O AREA I EX. SEPTIC TANK TO REMAIN EXISTING LANDSC. TO REMAIN (TYR) CUT BACK EXISTI ROOF OVERHANG (REMOVE FORMER AWNING). 12X12 COLUMN W/ 20X20 STONE BASE EXISTING GARDEN KNEE -WALL OUTDOOR KITCHEN AREA S-O' ROOF OVERHANG EXISTING FENCE) 306 SO FT OF NEW--' PAVIUON STRUCTURE PROPOSED SEATING AREA Qp- L NN'tW PAWT6N ' W/ SIMMER -r LARCH N I A lEH 0" S 5' a � NEW COL'S- I- _ - 49.Oi IV , _-7- Fri:=--=:11�•. i FL ARCk DA RUS4IIL RC81Cf0 SIGNATTJURE RE: I DATE. DCENSE NUT.1B®U AR973.Y7 CTS j I - Russell Rosicki, Architect ATA, NCAIR13. DARCH. T FRI'1 Ap DFMON R ARCIM"Ell FL. LIP 6260 N US HI4OI-AWAY 1 MF?LBOURNE FL 32940 278 NEINFORT R 1:3TRFPJF1E Il $FACET FT_ 33442 VOICE : 954-3h-918 111IMo DP4(8'7RMCFQIBCISCOM EN094EER: I NO. IDu1TE SUBML4.S70N - 07.02.21 ISSUED FOR PERMIT KEY PLAN ALTERATION LEVEL 1111 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TITLE SHEET, PLOT/SITE PLAN & EXTERIOR RENDERINGS 4/15/21 2101 SCA[E DRAWING NO.-* AS NOTED DRAWN BY: RRR L r DT-1 RRR SIIEL ' NO.: I OF 17 F7 ARCHTTECI' DR RUSSELL ROWIG SIGNATURE I I I I I I I I l 0 1 � I I I I I I m I W.I.C. EE'M 1�7] _--_---- �r \ter EXISTING A MASTER BATH IqUD Y1 II REMOVE PART OF CONCRETE 1 PATIO FOR 14EY,' LOOTER AT 1 EXTERIOR WALL, SCE CROSS la SECTIONS FOR MORE INFO -- REMOVE WALL FOR EXTENT OF 1 WINDOWS 1 REMOVE WINDOWS REMOVE DOOR EXCAVATE FOR NEW PAVILION IN THIS AREA AND PREPARE SUBGRADE PER GEOTECH REPORT DEMO FLOOR PLAN SCALE' 1 /4"=1'-0" II REMOVE EXISTING WINDOWS I I 11 REMOVE CLOSET & EXIST. /YI EXISTING MASTER BED [ii5] REMOVE CLOSET & MASTER BATH REMOVE & DISCARD DOORS AND ASSOC WALLS AS INDICATED BY DASHED LINES F r_______ (E) I 1 r_______1.__ I I I _ 1 EXISTING .1 I 1 1 I I 1 EXISTING W.I.C. [114] I J LAUNDRY r 1 �� II II lLJ I y EXISTING Al '4---I L-------- L------- REMOVE GARAGE DOOR EXISTING GARAGE REMOVE BATH AND LAUNDRY 118 REMOVE PART OF WALL FOR - LOW WINDOW INSTALL, SEE CONSTRUCTION PLAN AND WINDOW/DOOR SCHEDULE FOR NEW R.O. SIZES (TYR) R MOVE DOORS INTO SUNROOM �L 1 I I � I , I 1 EXISTING SITTING AREA R 1 EXISTING [111] �\\ LIVING ROOM `REMOVE EXISTING \�J I KEEP EXISTING T&G CEILING. COLLAR &DISCARD CEILING &ROOF IN iHl3 AREA PROVIDE TEMP. SHORING & TIES ANO ROOF OVER MAIN HOME. RENOV 1 I I REMOVE EXISTING WALLS PROVIDE NECESSARY SHORING BEFORE REMOVING ANY BEARING WALLS SUNI:OOAf I I IOI I I � I �T PROVIDE TEMP SHORING & � I REMOVE CMU BLK WALLS � I I I �J I Fk15TInG I OKR DEMO CUUNG LIGHTS THROUGHOUT I "I 5 -7 AREAS OF NEW WORK (SEE E-1 PLAN) � I 1 � _ — _ _ _ _ _ CA DATB 111:� 0 orT-�- Russell Rosicki, Architect ALA, NCARB, DARCIt IF AP DESION R ARCEffrE= FL, LLP 6260 N US HIGHWAY I MF.LBOLTRNE FL 32940 278 NFR'P0aT R DFFRFEELJ> BEACH FL 33442 ONCE o %4-i1-W UW0,DE90NRARCHnBBCTSC0M ENGINEER MAN : AN STJIIM 70N ISSUED FOR F >= REMOVE EXISTING APPL CES AND SINK IN THIS AREA. L______ _ ____� I REMOVE CABINETS AND II COUNTER REMOVE EXISTING SLAB I REMOVE EXISTING PARTITIONS N -� r------f 7----=-\ r--r-I ® AFFl,..F= RIF 1 �•I.� 71 EXISTING STUDY I r--- ----r__1--T Y. I Dw i JDO_21 l l I ILI I „MICR- LL -[I 1 N aQP� 1 2022 I REMOVE E%ISTING APPLWJCES EXISTING I � I I 1 I I REMOVE DOORS INTO SUNROOMH � AND SINK IN THIS AREA_ KITCHEN REMOVE CABINETS AND ` COUNTER [1 �4] J r 1 __________�.S{ [ �OW11 of �IIIf \}yprJyytl cL own L\'11 �J1.7FJLI GCAI I I I_ii��` ��\� EXISRN REMOVE EXISTING MILLWORK, WALLS & OBJECTS AS INDICATED BY DASHED LINES ALTERATION LEVEL III REMOVE DOOR- /,, Q RElAOVE ATTIC % [1�B] ���� I I -1 ACCESS HATCH 4= _ _ - - I I �' f-FREMOVE REMOVE DOOR AND REPLACE ALL FIXTURES IN BATHROOMS\ [-_] I\ / \ AI = ram\ EXIST NG RFDROOM (E) 108 AND 706 ��� T \ \ r \ ��� 105 EwsrNl n v A h - 2520 AVENUE AN SOLEIL EXISTIVG (E) BAIHROON vv BATHPGCIM vv (E) DEMOLITION LEGEND DELRAY BEACH, FL 33483 N�ROER� � i 1sE (E) EP EASING ES ��\ �(E)He- TION ON THIS SIDE OF HOME. SEE CONSTRUCTION (E) EXISTING W/ ALL 1'f1IP.' REMOVE EXISTING WINO0W5 FXI OBJECT TO BE REMOVED KEEP EXISTING ROOF/CEILING C IFT CLO_"T & WALE HOME, E THIS SIDE TR HOME SEE CONSTRUCTION PUN. C OSE cl_084 {Og e STING WALL TO REMAIN DEMOLITION PLAN DATE PROIECE NO: 4/15/21 2101 SCALE DRAWN0 NOi 6' AS NOTED nRAWN REMOVE PORTION OF EXISTING BLOCK WALL FOR NEW WINDOWS ,4 ' � 1/4" 1'-0" NORTH RRR CMCKM HY RRR A 1 SHEEIP M.: 2OF 17 PL ARGEIIIECE DR RussELL R09CELL SIGNATURE: 2 2 A-43 �� A-4 3'-0" 3'-0" OE O ACCESS FOR STORAGE ADV O (E) \i 3 O (N) (N) Mg M 2 ;� =— A © IN �i _ CANTILEVI IN (N) MASTER BED 122 B I I I New SS DBL wALy FLU UP TO CHIMNEY TNRU PATIO ROOF PER GAS I APPLIANCE SPECIFICATIONS II I 2A4e NEWCANTILEVERED I ROOF ABOW� I NEW LARGE PANEL SLIDING GLASS DOOR BY LA FINE'TRA PERFETTA LINE SLIM SERIES I �I I A-3 I(NO) 3.-0" Iw 1 � ROOF CANT. ABV. IN PATIO POOL PATIO a m PLEASE SEE A-8 SHEET FOR WINDOW AND DOOR SCHEDULE W/ DESIGN PRESSURES AND ROUGH OPENING SIZES SHOWN. INFILL OPENING FROM DOOR 3 2, SEE PLOT PLAN & A-8 SHEET FOR NEW—, PAVILION IN THIS AREA \ 0 2 4 B 1/4" = 1'-0" NORTH l ) PROPOSED FLOOR PLAN SCALE:1 /4"=1' WINDOW DRUG O O -n-EU, / \6 6NEw OVERHEAD GARAGE DOOR, SEE /F\ ELEVATIONSPEC/ \ FFLOCATEC WIC I/ a \IMASTEL_-�BATHj "21 HIc113 0 117J6 -9"-EXISTING R) EW CH AE EE S 1 ET GnRnGE — — — —s 0.. ila Y=W RELOC. HALL PWDR 4'-4" �6 120 R_O SM O 12._0" ._0. V-15" E U� y NEA SD f/L HALL \ / . N tff6-F N N N Cod' NEW TL AM BV, E S I SH ® COI 17'-9" — 8 ' mB -08(7- CL ° � CL. J 4 1 3'-4' 8'-1" 3'143 1 4'-5" FIREPLACE 3680 N N 2680 y 0 ._0.. S �-'S' I NEW TINELESS �( ELEC. HWH SEE P-1 SHEET nN N I O :I N O 1 N - �� EXIS LING N F OY N mj RENO, Ci _ SJ CROGM KI zl O U D 0 FT7 i H;i: IN1 N lit NEW 20'-2" 0 PSL AT B i.. .. .-.(E) O: 3'-11 DD E­TI\( r - - - 1i'jy - FO -R 7'-6" q u is fsfi o _ NE'N BASE. UPPER I NEW CABINETS, M"ANC, & N PSL .I COUNTERTOP O P) =I BEAM �9 4 0 7.-0. Y 4'-4' ICN w mO- Inn cR- o _ ----_- 3 lli N A 4•-O" - - - - -- �=nog. K TO+ I 104_o COORDINATE NO ------- - - �F A' o �OWNER N r--I '.rco 31ICJ AREA ABOVE TO BECOME VAULTED. N 6'-4" 2'-8' SEE ROOF PLAN FOR HATCHED _ AREA FOR NEW TRUSSES IF t2 NEW BEAM I ,• 2'-8" NEW TANKLESS 'k ELEC. HWH IN \ / N ATTIC SEE P-1 N ©p SHEET - - - - 131 ©D 4 2" O O EXISTING WINDOWS (N) FX.ST NI, BEDROOM (E) DIRECT 0 1cC CEMENT 11 A-HR NCOO I.XI`IIVC o m O FNIL) LING ALL IMURES IN BA riRO0R1 v P 'JJRSLKy BATH COME 108 �`—IF,B v1 HAIH•2 ")tA T07, AND 06 L� 106, (E) REPLACE SHOWER J --' - - -- lu ` HANDLERS AIR (E) (N) HANDLERS LOCATED WITH DUE `EJ'-'TNG IN ATTIC, SEE XIS', NG ST MECHANICAL PLAN CLO`:F1 "I `L�a [I 0 6' 5" O o 'KE 9'-2" 14 C" ® Is k INFILL FORMER — WINDOW OPNG A-3 �J �I NEW C/U'S, SEE MECHANICAL PLAN PROPOSED PORTICO OVER NEW SLAB, SEE ELEVATIONS, ROOF AND FOUNOADON PUN FOR MORE INFO. NEW TRIPLE WINDOW TO MATCH OPPOSITE SIDE OF HOME AT BEDROOM #105 SEE DOOR AND WINDOW SCHEDULE ON A-8 B , AP,? Own of Wulf Stream/ FG r)ATE LICE2M NUMBER: AI 97227 CTS i �rT�_ Russell Rosicki, Architect A7A, NC 10I 0_0I LEER AP DESIGN R ARCHITECTS FL, LLP 6260 W US MC311WAY I IVIELBOURIVE Fi. 3"40 278 NER'PORT P. 1E3FF.I2Y1EF7 n BEACH F - 33"2 VOM a 959-37HA VaVlgDESUPIRAR00'BMCOM EiGR4P N-O. A1 M ERMIT ICEY MAN: INSULATION SPECIFICATIONS CONDITIONED AREAS: MASS WALLS: R-i WMDOWS: METAL FRAME WITH LOW-E MIN. SHOO = 0.25 U-VALUE = 1.05 DOORS: MIN- U-VALUE = 1,05 CEILING/ROOF R30.0 LOOSE FILL BLOWN IN, OVER CEILINGS (VENTED ASSEMBLY, TYP) CONSTRUCTION LEGEND PSI' CMU W/ DO E5 B<AS ®48' OC IN HILT FULLY �,E EXISTING DOOR TO REMAIN MORTARED CELLS N B' CMU EXISTING BX16 CMU WALL W/ /5 EARS ADDED 0 48. OC IN (I//////ggqqqqpppppp NEW INTERIOR ..OR U.O.N. FULLY MORTARED CELLS dd// EXISTING WALL / EXISTING WALL TO REMAIN OBJECT TO BE REMOVED NEW INTERIOR WALLS. 3 1/2" 22G STUDS SECURED W/ % U P8 X'X"%X' SZE OF ODOR/WANDOW IIIIIIIIIIIIIIIIIE HILTI FASTENERS 016" OC W/ �' (XXXX) TYPE-X GYP BD PER LIGHT GAUGE FRAMING DETAILS. WHERE WALLS ARE SHOWN THICKER, USE ® III CFI EXHAUST FED, SEE MEIN. 5" 221 STUDS ® 16" OC EX 8X16 CMU WALL TO REMAIN. F- - 7 INDICATES CEILING/SOFFIT ABOVE TO RUN MECHANICAL NEW 3/4" PT WO NRRING STRIPS, f _'I DUCTS THROUGH CLG. SEE 5/8- TYPE-X GYP BD & FIRE I S-I FRAMING PLAN & SECURE BLOCKING IF APPLICABLE. ADD a5 � 1/2' TYPE-X GYP BD TO BARS VERT. 0 48" OC IN FILL CELLS UNDERSIDE. SEE MECH DWG WHERE SHOWN. (TYP) FOR MORE INFORMATION ® FILL CELL W/ #5 BAR VERT. (N) NEW ODOR DR WINDOW. SEE WINDOW & DOOR SCHEDULE FOR MORE INFORMATION. SMOKE DETECTOR (SEE PLAN) F) EXISTING DOOR OR WINDOW ALL EXISTING WINDOWS ARE VERIFIED BY ARCHITECT NEW EXHAUST FAN TO BE IMPACT RATED. OWNER MAY CHOSE TO REPUCE X'%' SIZE OF DOOR/WINDOW THEM UNDER A SEPARATE PERMIT APPLICATION ByA (Xxxx) WINDOW AND DOOR PROVIDER. ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 CONSTRUCTION FLOOR PLAN DATE PROJECT NO: 4/15/21 2101 SCALE DRAWENO NO; AS NOTED DRAWN IM RRR CWOCM NrA-2 RRR SHI NOt 3 OF 17 EL ARCHDECP DR. RUSSE L ROMM SIGNATURE: T.O. RIDGE ELEV= 14'-9" D.O. FASCIA ELEV- 10'-9' B.O. FASCIA ELEV- 8'-0" EXISTING GABLE END TO REMAIN EXISTING ROOF TO REMAIN ---13.5" 12' NEW CHIMNEY _ EAVE HEIGHT NOT CHANGINGNEW NEW STUCCO OVER NEW \� �MI SPANNING ACROSS (MAINTWITH NN RODEREPLACEMENT ROOF OTNOG CANTILEVERED POOOLL PATIOOVErc` SU�GED ORECIASS DOORS QoFINISHED FLOOR F :.14 —�-- LEV= 0'-6"' DEMO EXIST. WINDOWS AND REPLACE WITH NEW SLIDING FORMER AWNING STRUCTURE REMOVE EXIST. WINDOWS �` / �` 1 GUSS PANEL DOOR BY AT REAR OF HOME TO BE &EXPAND EXISTING OPENING FOR NEW WINDOWS I1 WEST PROPOSED V V E S T ELEVATION FINESTRA-PERFENA SERIES ES REMOVED IN ITS ENTIRELY ANEW CHIMNEY BEYOND NEW PORTICO ROOF BEYOND T.O. RIDGE EXISTING ROOF EXISTING GABLE ELEV= 14'-9" TO REMAIN .1 END TO REMAIN 12" o 8.0. FASCIA ELEV- 10'-9" I B.O.-FASCIA 0, 6 rq=, F FNISL FLOOR .LEV- 0'-6" PROPOSED NORTH ELEVATION SCALE:1 /4"-1' B.O. FASCIA ELEV- 10-9" 8.0. FASCIA ELEV- 8'-0" FINISHED FEOOR ELEV- 0-6 T- 0 —OVERHEAD IMPACT RATED GARAGE DOOR BY CLOPAY; CANYON RIDGE WE DP46T, MIAMI DADE NOA 20-0922.55 IN "DARK FINISH" OVER MAHOGANY OVERLAY 3 PROPOSED SOUTH ELEVATION SCALEI /4"=1' I�I�I�I�I�I�I�IA1�6 Iglq�l�l�l�l�l�l�l�l�l�l�l �IgllIAI�I�I�I�I�I�I�I�IAI�I�IAI�I REMOVE EXIST. WINDOWS) NEW IS FLUE &INFILL W/ CMU ILK WALL MUST BE +2'-' HIGHER THAN ADJ, RIDGE NEW CHIMNEY_ SANDED STUCCO OVER DIA. MESH PLEASE SEE A-8 SHEET FOR WINDOW AND DOOR SCHEDULE W/ DESIGN PRESSURES AND ROUGH OPENING SIZES SHOWN, MAX. GLAZING CALCULATION: REAR FACADE = 691 SF OF WALL GLAZING = 262 SF SO... 37.9% < 40%, SO O.K. EXISTING GABLE -END OF NEW PORTICO HIP ROOF WITH MAIN ROOF TO REMAIN BARREL TILE TO MATCH EXIST./ —ADJACENT IN ALL ASPECTS 3.5" EXISTING BARREL TILE ROOF TO 12 REMAIN TO PORTICO �i. 3.5"L_ ELEV= 13' 2" 12' 3 0 1 E.G. PORTICO EAVE ELEV= 9"-0" FROM FF RAFTER TAIL 1 CLAD -WRAPPED BEAM ENDS —EXIST STUCCO / TO REMAIN I o I W/ LATEX PAINT (MATCH EXISTING HOME'S RAFTER TAILS IN ALL ASPECTS, VIF) REMOVE EXIST. WINDOWS NEW ISFLUE & INFILL W/ CMU BLK WALL MUST BE +2' HIGHER THAN ADJ. RIDGE NEW CHIMNEY ALIGN NEW HIP RIDGE WITH NEW PORTICO HIP ROOF WITH BEYOND EXISTING MAIN. HOME GABLE BARREL TILE TO MATCH EXIST./ EXISTING BARREL TILE ROOF TO RIDGE. ADJACENT IN ALL ASPECTS— REMAIN 8.0. FASCIA .. .. ELEV= 8'-0" a R SS i EGRES I� EXIST STUCCO EXISTING WINDOW �T0 REMAIN FINISHED FLOOR _ ELEV-0"-6" - FINISH PORTICO WITH 4 PROPOSED EAST ELEVATION GTUDID TD" EXISTING ADJACENACENT HOME. SCALE:1/4"=1' I 3.5"L- 12'" BETWEEN RAFTER TAILS: GC SHALL MIMIC AND REPLICATE VENTED SCROLL AT T.O. WALL & PROVIDE SCREEN VENTS BEHIND FOR VENTED ROOF ASSEMBLIES 7' T.O. PORTICO ELEV= 13'-2"' EXISTING BARREL TILE ROOF TO REMAIN 8.0. FOo iICO EAVE ( ELEV 0" FROM FF J `1.—.NEW RAPIER TAIL CLAD WRAPPED BEAM ENDS ,1 1 W/ LATEX PAINT (MATCH 2._O.. EXISTING HOME'S RAFTER TAILS IN ALL ASPECTS, VIF) PARTIAL NORTH ELEVATION 5 PROPOSED PORTICO SCALE: DATE: LICP26E NU]MIM AP9= • I rT Russell Rosicki, Architect ALA. NCARB, DARC L T A7R17 AP DPSION R ARCUaTEC. m FL, LLP 6260 N US MCHIWAY I MFLBOURNE M 32940 27S 14E PORT R DRRRTFRF7 n BFAC14 FL 33442 VOICE : 9%-3h-7A Pff0%a'DESKWARCkfl WMCOM ENGINEER: NO. Ib17E SIJI ION 07.02.21 ISSUED FOR PERMIT 1 3.0722RE-ISSUED FOR PERMIT KEY PUN: /N ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TITLE PROPOSED EXT. ELEVATIONS 4/15/21 2101 SCALE: DRAWING NO: AS NOTED DRAWN BY: RRR WBY: A RRR-3 SF@El' NG: 4OF 17 KEEP EXISTING ROOF SHEATHING & COLLAR TIES - FRAME NEW 2X6 DUG SOFFIT TO CREATE NEW KEEP EXISTING VAULTED CLG `.0. RIDGE MAIN ROOF W/ ELEv= la'-tD" BARREL TILES 12" NEW Yz" GYP UM e.o. FASCIA CEILING NEW NEW STUCCO OVER DEN Lim CMU TO MATCH EX/ ADJACENT HOME IN ALL ASPECTS NEW 2X4 WOOD FRAMED WALL WITH 5/8" TYPE X GYPSUM ON NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING q NAILED TO LVL BEAMS WITH SD RING SHANK NAILS- 6" USE NUVUE NVRT O.C. AT PANEL EDGES & AT 16 OR BETTER INTERMEDIATE SUPPORTS, NAIL SPACING PIGGY BACK STRAPS SHALL BE 4" O.C. AT ENDS BE SIMPSON HTS20 HOLD DOWN REBUILD LOW SLOPE DEVICES ® 12" OC _ ROOF IN SAME LOC. i/4" SLOPE RE AIINT CEILING TO -�- NEW FALSE/EXPOSED WD MA H EXISTING NEW BEAM HANGERS ® NEW STEEL BEAM EXISTING RAFTERS SEE S-1 HEFT to NEW ITS XBX3/8 STL TUBE COL MN EMBEDDED IN Li WALL BEYO D o EXISTING LIVING ROOM DEMO EXISTING 1C3 WALL FSFLOOR EACH SIDE ELEV-INIHED 0' -6" I EX 10 MIL VAPOR PREPARE SUBGRADE PER GEOTECH BARRIER (TYP) REPORT BY EAST COAST TESTING CROSS SECTION @ MIDPOINT OF HOME SCALE.1 /4"-1'-0" T.O. DGE ELEV-RI14'-9" NEW MITER 1.75" LVL SLOPING - JOIST HANGERS ® 24" OC (USE SKEWED HANGERS FOR HIP RIDGE LVL BEAMS) B.O. FASDIA ELEV= 10'-9" NEW R-30 SPRAY FOAM INSULATION UNDER SHEATHING (ENCAPSULATED ASSEMBLY) FINISHED FLOOR - ELEV- 0'-6" SUNROOV FJFG NEW #5 BARS O 8" OC W/ MIN 48" SPLICE & HOOK DOWN INTO FOOTING 4 I 0 �XSTING CONCRETE R S S 4c EX 10 MIL VAPOR NEW 10 MIL VAPOR BARRIER (TYP) BARRIER (TYP) NEW 30DO PSI P.C. HAUNCHED ROOTER. WHERE COLUMN IS BEARING PROVIDE ENLARGEMENT TO ACHIEVE 48"X48". SEE FOUNDATION PLAN FOR MORE INFO NEW FLITCH BM BEARING RIDGE BEAM ON NEW TUBE STL POSTS WITH TOP CAPS, SEE STRUCTURAL PLANS & RELATED DETAILS SISTER NEW LVL RAFTERS TO EX 2X4 TOP CHORD ® 24" OC. SEE ROOF PLAN FOR MORE INFO. KEEP EXISTING ROOF TILES & SHEATHING NEW 5/8" TOUGH ROCK 'D ----USE NUVUE INDUSTRIES NVRT16 HE GYP BD CLG FOR 24" SPANS STRAPS ® 24" OC MASTER REMOVE BOTTOM TRUSS -DPCOM CHORD AFTER SISTERING 1Z` TOP CHORDS TEMPORARILY NEW WD OR TILE SUPPORT STRUCTURE AS FLOOR BY OWNER - REO) 16'-9" ::4 HE EXTERIOR ANEW 5/8" GYP BD ON WALLS OVER 3/4" WD FURRING STRIPS EX 10 MIL VAPOR @16" OC (TYP) BARRIER (TYP) n/ CROSS SECTION @ MASTER BEDROOM SCALE! /4"=1'-0" KEEP EXISTING COLLAR (TYP) - KEEP EXISTING ROOF FRAMING (VIF, NOTIFY ARCHITECT OF SIZE) NEWF CXISTING DLN GARAGL 113 118 IJEW CEILING SLOPES PER DETAIL 1 THIS SHEET EX 10 MIL VAPOR BARRIER (TYP) 3 CROSS SECTION @ GARAGE SCALE:1/4"=1'-0" KEEP EXISTING HAUNCH ROOTER & SLAB ON GRADE -EXISTING KEEP EXISTING TRUSS ROOF AT GARAGE AREA B.O. FASCIA ELEV= 8-0" EXISTING MASONRY BLOCK WALL EXISTING FOUNDATION AND CONCRETE SLAB GAF SINGLE PLY TPO LOW SLOPE ROOF, MIAMI DADE NOA 20-0518.02, UP TO -120 UPLIFT ALLOWED MIN. R-30 CLOSED CELL SPRAY FOAM APPLIED IN CONFORMANCE WITH ASTM C 1029 ® UNDERSIDE OF ROOF SHEATHING (TYP/ENCAPSULATED ASSEMBLY). -USE SIMPSON HTS20 HOLD DOWN DEVICES ® 12" OC .NEW 1.75X11-7/8 LVL BEAMS ® 12" OC PROVIDE 5" ALUM. GUTTER W/ DOWNSPOUTS AT EA END COLLECTED INTO PVC LEADER TO DAYLIGHT PT WD 2x4 STRIPS ® 12" 0C— W/ WOVEN WIRE MESH & STUCCO IN 0 UNDERSIDE OF SOFFIT NEW STEEL BEAM SEE S-1 SHEET NEW HSS 6X6X3/8 TUBE STL COL POST EMBEDDED WITHIN ALUMINUM CLAD WRAP TO MATCH SLIDING DOOR EXTRUSIONS. SEE S-1 SHEET FOR MORE INFO FL ARL7QIEC'T DR RUSSELL RORM SIGNATURE: J5 VERTICAL BARS 8' CMU WALL ' CMU PARTIALLY GROUTED, FOR REINF. SEE PLANS & SECTIONS 8' DUR-O-WAL MIN. 9G HORIZONTAL DATE-' _ REINFORCING 016' O.C. llMNSE NUMBER' AP-97227 r---- ` PLAN VIEW I I I #5 VERTICAL BARS 0 48' O.C. PROVIDE DRIP EDGE ED - j ® UNDERSIDE NEAR FASCIA - - I I g' CMU PARTIALLY GROUTED. MASONRY CORNER: 3 CELLS A MIN. REINF. WITH S5 BARS A' IN FULLY GROUTED CELLS 8" DUR-O-WAL 9GA HORIZONTAL (TYP. ALL AROUND) PLAN VIEW REINFORCING 0 W O.C. CORNER SECTION VIEW MASONRY REINFORCING DETAILS SCALE: NTS 0 EXISTING CONCRETE PATIO. CUT AS REO. TO FORM NEW FOUNDATION + PATCH/REPAIR IN KIND (VIF) PROVIDE COPPER PAN FLASHING W/ SILL SEALER AT NEW DOORS AND LARGE PANEL GLAZING BEARING AT 1" RECESS PREPARE SUBGRADE PER CLOTECH REPORT BY EAST COAST TESTING SSE NUVUE INDUSTRIES NVTAI6 HD TRAPS ® 24' OC Q m ' it NEW ROOF TRUSS ENGINEERED BY OTHERS —8X16 CONC. TiEDM W/ H5 BARS TOP/BOTT j N3 STIRRUPS 0 12" OC, NON ON TIEBM BONED. I Z; NEW HOLD-DOWN PER ROOF PLAN 3500 PSI 8' CONIC. BLOCK WITH MINIMUM (1) #5 EACH CELL 0 48' OC DOWN @_I,�—BM TDETAIL SCALTS FOR REINF. OFFSET SEE O /� PLANS & SECTIONS GROUTED CELL 8" CN.J. #5 IN CELLS (TYPCAL ALL WALLS) ADJACENT TO OPENING 7 BAR SPLICE DTL n PL-AN DTL @ OPENING E NTS SGALE NTB ARS 1, VIF) UNIT NOTE: EXISTING FILLED CMU CELLS TO BE VERIFIED BY CONTRACTOR. IF UNGROUTED CELLS ARE FOUND ADJACENT TO NE CMU WALLS, MORTAR FILL W/ TYPE-S, MIN 3500PSI .(SEE FLOOR PLAN FOR LOC.) &�l LE CELL DE__;, E LE: NTS ► RFrF1VFn� AP►R 12 2022 Town of Gulf Stream, FL GTS• Lg rT Russell Rosicki, Architect A7A, NCARB, DARCH, T EF113 " DR%- 3N R ARCHITECTS FL, LLP 6260 W US HIC3HWAY I MEL,BOURNE FL 32940 27E NEWPORT R DR U%F7Ei E) BFACH FL 33442 VOLCE:%4-3R-W IIifDP'D1 ARCF¢IECIS.COt.1 ENGINPER- NO. 1]ATE MISQ 07.02.21 ISSUEDSUBFORON PERMIT 1 103.07.221 REISSUED FOR PERMIT KEY PLAN: ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 CROSS SECTIONS & DETAILS 4/15/21 2101 SCAIZ DRAWING NO: AS NOTED DRAWN BN RRR A-4 W. RRR M= NO: 5 OF 17 SEE S-1 SHEET FOR FOOTING DESIGNATION SCHEDULE (TYR) TERMITE TREATMENT OF SOILS IS REOUIREI SEE GENERAL NOTES & PROVIDE CERTIFICATION TO AHJ AND ARCHITECT TO DOCUMENT COMPLIANCE. A - EX FTG w I EX FTG f F PATIO 1 PATIO ALIGN T.O. MONO -SLAB W/ T.O. EXIST LONG PATIO (PITCH AWAY FROM POOL) 1' 4,I � u� ✓- � ti - 1T'-_ .I I lY I I I' I 7 NEW PAVILION Wj SUMMER ---KITCHEN T :W1CL INCORPORATE, T04I 13ING. SEE 'L I I P-1, PLAN FOR MORE INFO I T I PAVILION NEW 5 THIN 3000'PSI PC SUB ON GRADE I H 14X14X4WWM'Af CENTER. USE 1D MIL I' A '"STURF'BARRIER OVER CRUSHED I�CA Ili I - I: 1 I EXISTING MONO -POUR HAUNCH FTG AT EXISTING CMU ELK WALLS TO REMAIN. ENSURE MIN. I8" BEARING Q 12" MIN. BELOW EXISTING /ADJACENT GRADE (24" BEARING IS ASSUMED, TYP) EXISTING HAUNCH FIG FOUNDATION FOR EXISTING GARAGE A, EX FTG TRENCH -CUT EXIST. SLAB FOR NEW PLUMBING, SEE P-I PLAN FOR EXISTING F.F.F GARAGE MORE INFORMATION - _T_FI-L T j4— �C 1# + FTG_E EXI5TI1 G -PRAGE �7_J EXISTINC BEDROOM ORTH WING sLAe GN cRADE> LSD -AB CHI GRADE) Lt 002 00-3 OLUMN DESIGNATION 'Cl" REPRESENTS NEW HSS 4X4X3/B, 5EE 1-1 SHEET FOR MORE INFO EXISTING F.F.E NEW 11" THE 1100 PSI PC PAD FTG. NESTED ADJACENT TO EXIST. HAUNCHFTG'NEW 18" THK 3000 PSI PC PAD FTG S-1 STEP DOWN SHEET FOR MORE INFO PATIO, SEE '. NESTED W/ EXISTING HAUNCH FTG'S 5 5 7 ' 11" �' - X 24'-11" -+ EX FTG O FTG-2 COLUMN DESIGNATION "C2" E% FTC REPRESENTS NEW HSS 6X6X3/8, j SEE S-1 SHEET FOR MORE INFO _ ---III RRR 1 #5 BARS EA WAY W/ 3" MIN_ COVER, +. SEE SECTION & S-1 SHEET FOR 4' 0" MORE INFO IOXIOXI/2 STL BASEPL XC COL. NEST INTO NEW FOOTER, SEE S-1 .SHEET FOR MORE INFO, TYP. %)6 BARS DOWELED -- 48" OC OR AS SHOWN W/ 8" OF EMBEDMENT _ F� EA WAY (TYR FOR THIS SYMBOL). USE EPDXY COATED BARS WHEN SUN RE?OM VSLABS UNCOAT D BARS WHEREFOOTEGTL FOOTERS MEET AT NEWEXTERIOR SLS. USE TEM REGULAR WALL ADJACENCY TO NEW SLABS ON GRADE, (ON I'1i_I' SUN ('rA, MF14 A5 OVFR'. FXI LING �4A8 'P _ o �I UO r 2 4 _6• MAIN HOME - ++ EXISTING F. F.E NEW 4".'THK: C2�1 h CONGRETE'SLAB OVER 'EXISTING.W/ BXH ajtD GA: M€SH +- EXETING HC1AE j C j `F (SLAB ON GRADE) J �G1 4• � + u + I MATCH EXISTING F F E. ,�. L< .� TRENCH -CUT EXIST. SLAB FOR. NEW PLUMBING, SEE P-1 PLAN FOR N - MORE INFORMATION 1 .> IS FIG D EX FTG 4'-2' 13 7' 1OK MASONRY COL- FILLED SOLID W/ 4-#7 BARS UP (BECOMES IOX 10 SO COL ABOVE PIER AT BASE) 2#6 BARS CONTINUOUS W/ 3" MIN. COVER, SEE DETAILS ON A-8 SHEET FOR MORE INFO 3 SEE A-8 SHEET FOR PAVILION PLAN, CROSS SECTION, ELEVATIONS & DETAILS 91 FOUNDATION PLAN SCALE1 /4-1--0" 0' 2' 4' 8' i 1/4" - 1.-0.. NORTH NEW 14't14 3000 PSI CONCRETE COLUMN WITH (4)PS BARS VERTICAL AND /3 STIRRUPS @18" ON CENTER NEW 5" THE 3000 PSI PC SLAB ON GRADE W/ 1.01.06 WWM. USE 10 MIL MOISTURE BARRIER OVER CRUSHED/COMPACTED GRAVEL (4)((3 BARS 9 8" O.C. EACH WAY NEW 36X36,10 3,000 PSI CONC PAD FIGS OVER CRUSHED/COMPACTED GRAVEL TO ACHIEVE MIN, 1,500 PSF COMPACTION NEW COLUMN SEE S-1 NEW FOUNDATION SEE 5 1 HOOK- (7YP.) ® PFrF p=n APR 12 2022 Town of Gulf Stream, F 6 "HOOK HELICAL PILL H 1 11 CTON @ PILE &�j E: NTS FL ARCHTIECT DR RUSSELL R0.9M SIGNATURE: DATE' LICENSE NUMBER kR97227 GZ7,s • Lg rT �_ Russell Rosicki, Architect ALk NCARB, DARCH, LEER AP DESICBN R ARCFIITEC"I'S FL, LLP 6260 1V US HIC3HWAY I ME.L.BOURNE FZ. 32940 279 14EVVPORT R LRFiF7 D BEACH FL 33442 VOICE: 954-3A1,9• QUO A DE%GNRARCHnECrSDOM ENGINEER NO. DATE I SUBMLSSION - Oi.02.21 ISSUED FOR PERMIT 1 1 103,07,221 RE -ISSUED FOR PERMIT N ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 FOUNDATION PLAN DATE; PROJECTNO; 4/15/21 2101 SCAIE DRAWING NO: AS NOTED DRAWN BY' RAN III A-5 PER SHEET NO: 6 OF 17 Eti ARCHI] ILR DR RtRM ROOM SIGNAIIJM xI Y1 3 I _ EXM _ REMOVE BOTTOM CHORD OF TRUSS TO FACILITATE VAULTED CEILINGS; PROVIDE NEW LVL ROOF RAFTERS SISTERED TO TOP CHORD W/ 10D NAILS STAGGERED 2.5" OC IN BOX PATTERN. INSTALL NEW FLITCH BM AS BEARING RIDGE, SEE SECTION ON A-4 AND ry STRUCTURAL PLANS & DETAILS FOR MORE INFO. EXTENTS OF LVL SISTERING IS OVER BEDROOMS AT ® JON THIS SIDE OF HOME. o pwr VERIFY SLOPE OF VALLEY & N w BUILD-UP W/ LAYOVER 2% _ N N p FRAMING ® 24" OC a m xtip EXISTING ROOF RIDGE �i -a `EXISTING TRUSSES & BARREL TILE ROOFING TO REMAIN, UON NORTH WING J An 5T EXTB 41' B n zI w U1 N9X4X3/l1P L //7VRL5TlGL VOS'1 — 25' O" HSN 9X9X3/,. 11115E STEEL R NEWWj12X9k,50KSIWIj1FFlANCSITn 1 R - E%T — TB 1 _ _ — � � NEW VENEER STONE OVER 5/8" CE ENTITIOUS — BACKER BD OVER 1/2" DENSEGLAS SHEATHING W/ — 20G LIGHT GAUGE STL FRAMED CHIM EY. EXTEND _ _ _ UL-LISTED SS FLUE TO MIN. 2 FT RMINATION ABOVE ROOF RIDGE. KEEP FLUE IN 3" FROM ANY HSS_x<x3/H' — — — _ — — I COMBUSTIBLE Tl'1SF STFEI. POST lUc' 6X6X)/N' 'nf: TlNTEEL PUNT EXISTING 2X ROOF FRAMING* 24' — — — — OC TO RE IN (VIF) A-4 _ — — — — — — I— PROVIDE 18" EA WAY I ALUMINUM FLASHINGS WHERE L/ — � FXTF —1 C C� — — — — — — — — — — — —' LOW SLOPE TPO ROOF EX STING TRUSSES & BARREL TILE _ _ _ _ TRANSITIONS TO HIPPED ROOFING TO REMAIN, LON —I BARREL TILE ROOFS. FOLLOW m — — — — — — — — — No SPECS & SUBMIT z — CHOSEN UNDERLAYMENT AND R — L ROOO F RIDGE VENTING BOA jI TO CITY FOR REVIEW. 3.5XlE WEYERHAUSER PSL PLUS BM — — _ _ _ WASTE TO REINFORCED CONCRETE PIER � NU VUE INDUSTRIES WITH BRUISE AND BEAR OVER NVRT 16 TWISTED STRAP EXISTIT G TIE BEAM AT HOUSE. FASTEN -i_ — — — SUNROOM — — — — �I— AT PIGGY BACKING (ttP) TO EX TANG TIE BEAM WITH HGAM OWN qTj p GUSSE ANGLE AND STRAP DOWN WITH HTSM2 TWIST STRAPS BY SIMPSON. SHADED AREA INDICATES z TYP. SIDE OF PORTICO _ I - NEW PIGGY -BACKED ROOF - - _ _ _ _ _ _ (OVER EXISTING, SEE _ o NEW 1.75X11-7/8 LVL ROOF BEAMS 0 12" OC — �I— CROSS SECTION FOR MORE INFO) NEW ROOF SLOPE CLOSELY -PER SOOT— $ MATCHES EXISTING ROOF — — — — — — — — — — — — - SLOPE IN SAME AREA. REMOVE FLAT SOLAR HOT NEW DRIP EDGE AT PRESSURE — _ _ — — — _ — = I_ WATER HEATING MATS N TREATED FASCIA BOARD ON EXISTING GABLE ROOF _ 1155 `XGX3/ft' — — BACK -SPAN — PIGGY BACK/ �AYDMER ROOF SIMPSON HT520 HEAVY TWIST D STRAP — AT LVL BEARING (EA END, N ) NOTE'. INSTALL CROSS -BRACING & RUNNER — _ — - — — — m VERIFY SLOPE OF VALLEY & 2X BRACING WHERE IN ON TRUSS DRAWINGS. _ _ _ _ _ _ _ _ _ — _ _ BUILD-UP W/ LAYOVER 2X FRAMING ® 24" OC — — — _ — — _ 115�hN" 0 TT'lil: NTEFI. 1'ONT — — — — — — — — CROSS HATCHED AREA INDICATES AREA ABOVE RANGE TO BE VAULTED 7 CEILING ,— ROOF PLAN SCALE .1 /4"=1' %T3 ET1L-- — — ROOF OVHG/CANTILVER ® 5 �. m o m � I 00 Fo I exle vi a z NOTE: IN CA APPROVALS TO BE SUBMITTED BY CONTRACTOR VERIFY EXISTING ROOF RIDGE (VENTED) SOUTH WING ZEXISTING TRUSSES & BARREL TILE ROOFING TO REMAIN, UON EXTB MAIN HOME EXISTING CMU BLK WALL & TIE -BEAM BELOW TO REMAIN U.O.N. EXISTING GIRDER TRUSS TO -REMAIN 0 0 0 2 4 8 NORTH Id �4' 3.SXT25 WEYERHAUSER PSL PLUS BM FASTEN TO REINFORCED CONCRETE PIER WITH MBHU3.56 a 0 WORST CASE UPLIFT CORNER = -90.2 PSF I Zoo, MONOSLOPE ROOF DIAGRAM I rl CRr_S LP IFT ZONE 1 48.5 S- SO IF 2 .3 7G' 5 - OVERHANGS c - 82.7 PS WORST CASE) J T HIP ROOF DIAGRAM �.� PECOS L'PIFT ZONE 1 7 'S= ZODE -3 IS, ZONF 3 7Ci_6 PS= IVLNFAIGS- i - 90.2 ISF `WORST CASE/CORNER) yL. NOTES: 1. INSTALL PLYWOOD PANELS AS SHOWN ON DETAIL BELOW: BLOCKING (IF REO'D) (DIRECTION OF j+ D. TRUSSES / OR FRAMING) G DIAPHRAGM BOUNDARY -TO- 0- RODE GENERAL ROOF STRUCTURAL NOTES: 1- DESIGN LOADS: LL-30 P.SF. DL-25 P.S.F. NET WORST CAST UPLIFT- -81.3 (OVFRHANGS CM CCRNFRS-1C6.3# P.S.F.) 2- MINIMUM PERMANENT BRACING: 2,4 0 6'-0" MAXIMUM ON CENTER AT TRUSS WEB AND BOTTOM CHORD (2-16d COMMON NAILS) AT EACH TRUSS INTERSECTION. 3- INDICATED IN CONSTRUCTION DOCUMENTS TRUSS UP LIFT AND FORCES, BRACING AND ANCHORAGE, REQUIRED VERIFICATION WITH TRUSS MANUFACTURES, SHOP DRAWINGS AND CALCULATIONS PRIOR TO ANY CONSTRUCTION. 4- ROOF SHEATHING: 5/8" CD EXTERIOR GRADE PLYWOOD WITH 8D RING -SHANK NAILS PER FBC 2020 2322A ATTACHMENT: 6" ON CENTER (4"OC 0 PERIMETER) 5- ALL INDICATED TRUSS ATTACHMENT HARDWARE BY "NUVUE" (UNLESS OTHERWISE NOTED) COORDINATION NOTES: 1-VERIFY DIMENSIONS, SLOPES, & COORDINATE W/ ARCHITECT 2-GENERAL CONTRACTOR TO VERIFY THAT THE TRUSS ENGINEER UPLIFT LOADS DO NOT EXCEED SHOWN UPLIFT. 3-DO NOT CHANGE TRUSS DIRECTION WITHOUT AUTHORIZATION OF ARCHITECT 4-TRUSS TO GIRDER OR WALL MTD SEAT ATTACHMENT - PER TRUSS ENGINEER. 5-ROOF OVERHANGS SHALL BE 2'-0" UNLESS OTHERWISE NOTED 6-FOR ROOF TRUSSES & GIRDERS PROFILES - SEE A -SHEETS. PRIOR TO FABRICATION. REPORT DISCREPANCIES FOR ACTION. HATCH INDICATES 2x4 PLYWOOD SHEATHING EDGE BLOCKING WITH 2 -8d RING -SHANK NAILS TO TRUSSES DATER LEM SE NUMBER AR77227 CTS• �� Russell Rosicki, Architect Alk NCARB, DARCH, i FR77 AP DESI43N R ARfCMMECM FL, LLP 6260 N TJS HIdHWAY I T..ini sac]TJRI�IE FL. 32940 27E NEVVPORT R DFR.RF11E1 n BEACH FL 33442 VOICE: 9W371-946 E@pn DEROiRARMECIS.COM PNGU4FER NO. DATE SOBAES40N - 07.02.21 ISSUED FOR PERMIT 1 103.07.221 RE -ISSUED FOR PERMIT ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 T1T1E ROOF PLAN & DETAILS DAIS PRGIP.Cf No; 4/15/21 2101 SCAIE DRAWING NO.: RRR CN`CKRD Br.A-6 RRR SHEET NO: 7 OF 17 1/2" DRYWALLS FURRING SPACE., INTERIOR PRESSURE --- T REATED I-X BUCK' W/ 1/4- CIA. TAPCC SCREWS MIN. 1 3/1 EMBEDMENT. END SCREWS MUST NOT BE MORE THAN 3' FROM END AND NOT MORE THAN 8' O.C. ALL AROUND (TYP). ACRYLIC SEALANT. INTERIOR MARBLE SILL SET IN MASTIC THIN -SET OU\ COMPND CONCRETE UNTEL ROOF VENT ° ° • WITH BACK 0 ( DRAFT ° 5/8' STUCCO. , \ DAMPER NEW 10OCFM ° p • EXTERIOR EXHAUST FAN PER PLAN UNLESS OTHERWISE NOTED METAL DUCT PVC CORNER BEAD. P.T. WOOD FILLER PIECE P.T. 1'X2' FURRIN ° • • e 1/2' G.W.B. < • • < °°� NOTE: PROVIDE WINDOW ATTACHMENT TO PRESSURE TREATED WOOD BUCK AS PER PRODUCT APPROVAL ANCHOR WINDOW UNIT TO CEILING LINE P.T. I'% BUCK AS PER MANUFACT. APPROVAL / SPECIFICATIONS USE LIQUID SEAL MEMBRANE FLASHING PERMPNABARRIDD TAAMA ECHNOLOGIES; D T L I -I C E X A U J T E A N / R O O F VENT APPLIED PER MANUF. SPECS. OR APPROVED EQUAL O.K.) SCALE: NTS EXTERIOR /ANCHOR WINDOW UNIT TO P.T. 1'X BUCK AS PER MANUFACT. APPROVAL g DIRECT TO EXT. WD SPECIFICATIONS BAROMETRIC VENT FRAMING _SHIM W/ LOUVER SEALANT -SLOPE 1/2' 1/2" TYPE X GYP BD, SECURED TO 2X4 --P.T. BUCK WOOD NAILERS 9 16' O.C. ANCHORED W/ 1/4' TAPCONS (1 3/4 EMBED) 3" FROM " 26 GA. STEEL VENT FROM DRYER ENDS &8" O.C. ALL AROUND. 6' DEEP FILL GAP AROUND VENT WITH CP-25 BY CONC. SILL MORIZ. IIINNEIOVERFLOW( MINING & MOV TO T 1/5 REINF. 51L OVERFLOWING. 3M APPROVED EQUAL ALSO `CONCRETE SILL ACCEPTABLE. 15/8" STUCCO. 4 DRYER VENT DETAIL CONCRETE BLOCK. SCALE: NTS 9—SCALE WINDOW HEAD & SILL BUCK DETAIL : NTS DETAIL OCCURS @ NEW OPENING IN CMU WALLS (NEW DOOR OPNG'S SIMILAR) ENSURE TRUSS HOLD-DOWNS PROVIDED WHERE NOTED ON ROOF PLAN M 1MAX. OPENINiIZE M • EXIST/NEW 8X16 PC BOND DM W/ (2) #5 BARS TOP & BOTTOM (LOCALLY REMOVE CONCRETE AS RED. FOR #6 BAR W/ 6" EMBEDMENT & HILTI HY150 EPDXY) j 8"XS" BLOCK FULLY GROUTED REMOVE EXISTING CONCRETE BLOCK g IN THIS AREA ONLY AS REOUIRED FOR NEW WINDOW/DOOR INSTALL v v SAW CUT INTERIOR FACE, SHELL & • U U WEBS, PROVIDE AN UNOBSTRUCTED OPENING & FULLY GROUT BLOCK • N N UPON INSERTING BARS #5 VERT REINF. & CELL FILLED W/ MIN. 3,000 PSI GROUT #5 HORIZ. BAR DOWELED 6" EMBEDMENT, HILTI BY 150 EPDXY W/ SCREEN TUBE (NOT RED. @ DOOR) REINFORCED CONCRETE HAUNCH FTG W/ MONOLITHIC CONC FLOOR SLAB #5 DOWELS EMBEDDED INTO ° a E%(STING FOOTING W/ HILTI HY as ° ZIMOD'LE 150 EPDXY & 8" EMBEDMENT ° UNLESS OTHERWISE NOTED ON CMU CELLS ARE (JOT DRAWINGS RED. ® DOOR OPENINGS NEW FILL CELL/TIEBV DETAIL @ OPENING SCALE: NTS (2) 16D NAILS EACH MEMBER 2"X4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX. SPACING REFER TO TRUSS NOTES & TRUSS LAYOUT FOR LOCATION 24"O.C. PRE-ENGINEERED J;J(OVERLAP SPLICES) WOOD TRUSS l �) LATERAL BRACE SPLICE DTE SCALE: TUTS 2X4 SOUTHERN YELLOW PINE #2 CROSS BRACING MEMBERS FASTENED TO TRUSSES W/(2) 16D NAILS EA. END (REFERS TO TRUSS NOTES & TRUSS LAYOUT BY OTHERS FOR LOCATION) 2X4 CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX. 10'-0" SPACING (REFER TO TRUSS NOTES & TRUSS LAYOUT FOR LOCATION) 6 TYP. XBRACING DETAIL �� scALE: NTS ANCHOR DOOR UNIT TO P.T. 1"X BUCK AS PER MANUFACT. APPROVAL # SPECIFICATIONS NEW 1/2" TYPE-X NEW FILLED CELLS TYP AT JAMBS GYP BD 1. P.T. BLOCKING ALL SIDES WHERE SHOWN IX4 P.T. BUCK (MIN. WIDTH OF FRAME), FASTEN TO MASONRY W/ 1/4" x 3 1/4" TAPCONS, 3" FROM ENDS & 8" O.C. & USE PIE ADHESIVE ,.! •. NEW ALUM DOOR SEE PLAN 1 FRAME SHALL FULLY BEAR ON BUCK ANCHOR DOOR PER PRODUCT APPROVAL WHITE FINISH, COORD W/ OWNER HOOD SEAL MEMBRANE FLASHING BY GPC APPLIED TECHNOLOGIES; PROVIDE SILICONE SEALANT BOTH SIDES PERM- BARRIER, AAMA 714-12; APPLIED PER MANUF. SPECS. (OR APPROVED EQUAL CA,) STUCCO REVEAL MATCH EXISTING HOME) DOOR BUCK DETAIL SCALE: NTS C.I-ITRU ' H GR 25' TOINT �P"CING WHICHEVER IS LLSS PLAN LAYOUT CONTROL JOINT SP^GINC D1,KF 314" D' V/2, (1/4"VIII) EX-ERICR FACE W-3/8 L LACKLR "Vil V UF All AD 1EAANT N(TERIOR ACE RAKE 1/4' DETAI_ ! n l 30# L_ CE-1 l_ A SAM_ BAR SZE ti';;F TONG I.IDNAI AS VERTICAL W IZI S A' n C... WA_L REINFORCED -'� INT=FLIP LICE EXTERIOR FACE NICRTAR FULL DETAI_ B NOTE. THE USE OF S-ANDAPE AND HALF LNITS WTH 30# FELT OR SASH BLCC4 IIIJITS WITH KEY IS A. CCNTP<CTC3'S CPT,ON_ CRO-T FULL. C_�CMU CONTROL JOINT DETAILS SCALE. TUTS 5/8" EXTERIOR GRADE PLYWOOD SHEATHING SEE PLYWOOD NAILING SPECIFICATION ON PLANS MAINTAIN EXISTING ROOF SHEATHING UNDER VALLEY SET TRUSSES, ANCHOR VALLEY SET TRUSSES TO THE EXISTING 2X8 ROOF RAFTERS PAST THE ROOF SHEATHING AS SHOWN PROVIDE B"XB" HOLE @24" O.C. TO ALLOW FOR VENTING OF PIGGY BACK TRUSSES NEW CARRIER BEAM UNDER RIDGE NEW TRUSS, SEE DETAIL 5 THIS SHEET PREFAB. ENGINEERED WD. TRUSSES & 24" O.C. (AS PER TRUSS ENGINEER'S DRAWINGS) PROVIDE 6" WEDGE FOR SOLID BEARING. ATTACH W/2-16D (JAILS (TYR) -NU VUE NVRT-16 TWISTED STRAP W/16D NAILS EACH END l /) SECTION @ CONC PAD SCALE: 1/4"=1'-0" 04X16" LONG DOWELS ® 40" O.C. EXISTING CONC. SLAB EMBEDDED 5" INTO EXISTING W/ HILTI HIT HY-200 EPDXY SYSTEM LON ON PLAN NEW CONC. SLAB 10 MIL VAPOR BARRIER III —III —III III '- I 1-III I I I III I I I I I I I� I I r (D_S7� BO.C. CONNECTION CNTS TI IS OFT' L SIVILAP FOR 48, O.C. NOTE. SEE PLANS & ELEVATIONS FOR HFILL CMJ LOGTONS. &12EELL-FILLDETAIL : NTS RFC''c1vF:n ARR 12 2022 Town of (ulf Stream, FL - UVIT FL ARCHDECT, DR RUffi9L RCSIM SIGNATURE DATP: LICERM NUMBPR: AR97227 G7's • LgA- Russell Rosicki, Architect ALk NCARB, DARCH, LEER AP DP81C IN R Aftcmnrucm FL, LLP 6260 N US HIC3HWAY 1 1,4EJ_BOi.13kNE FY.. 32940 278 NEGVPORT R 1>FRI2RFRR D BEACH FT_ 33442 DICE : 954-3A-SM H,1F0n'DE90NRARCHr1ECMC0M E NGMPFR: I NO. I DATE BAffi90 - E7.D 1 ISSUEDSUFORN PERMIT KEY PLAN ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 DETAILS I LLA773 ""ECE NQ: _ ...... 4/15/21 _ 2101 SCAIE DRAWMO NO.: RRR > A_7 RRR S7�EP NO; B OF 17 T.O. RIDGE ELEV- 13'-10" _12" 12' , B.O. FASCIA ELEV- 9'-1" FINISHED FLOOR EV- 0-0 0 NORTH ELEVATION SCALE:1 /4"=1' �4" 12" ,t1 8,0. FASCIA EIEV- 9'-1" NEW STUCCO TEXTURE ON 10X10 MASONRY COLUMNS, COORDINATE W/ OWNER FOR o APPROVED COLOR M FINISHED FLOOR ELEV- 0'-0" 3 EAST ELEVATION I7 Ld OR 2'A' MINIMUM OVERLAP, 1YP. `d d b 9 REBAR SPLICE DTE SCALE: NTS MIN 12" FTG DEPTH 16X76 MASONRY COL BELOW GRADE PER LOC. ABOVE, SEE FLOOR PLAN AND SECTIONS �01,1,4 FOR MORE INFO ° 2,-#g -BARS ,C6NTINLIOUS I a I ° N-W -SLAB INB �4 P DE I I PROVIDE 3" COVER ., 4 •I .. s . °4-#7 BARS. up IyTQ^coL . NEW 3,000 PSI PC HAUNCH FTG W/ 18" BEARING W/ MONOLITHIC POUR SLAB OVER CRUSHED/COMPACTED GRAVEL TO ACHIEVE MIN. 1.500 PSF COMPACTION (SEE SECTION) PROVIDE TERMITE TREATMENT AS REQUIRED BY FBC UNDER AND AROUND FOUNDATION. CERTIFICATE OF TREATMENT SHALL BE PROVIDED. 5 FOUNDATION PLAN SCALE:1 /4"=1'-0" RIDGE VENT /— NEW BARREL TILE HIP ROOF TO / MATCH EXISTING HOME 10" SQUARE COLUMNS WITH 18" STONE BASE NEW SINK 1 1 11 11 / COUNTERTOP WITH STOOLS NEW BARREL TILE HIP ROOF TO MATCH EXISTING HOME 14'-4' 10" SQUARE COLUMNS WITH 18" STONE BASE STUCCO FINISH TO MATCH EXISTING HOME NEW OUTDOOR KITCHEN WITH SINK, REFRIGERATOR AND GRILL TOOLED JOINT (1/4 DEPTH OF SLAB MIN.) CONTROL JOINT (C.J. PROVIDE MAX 10' O.C. 1/2" W. EXPANSION TL� JOINT MATERIAL PROVIDE d PERIMETER EXPANSION JOINT (E.J.) OF SLABS OR BETWEEN POURS OF CONC. SLABS T.O. RIDGE ELEV- 13'-10" FINISHED FLOOR 'LE V- 0'-0" O. RIDGE ELEV- t3'-tD" COUNTERTOP WITH STOOLS FINISHFLO ELEVED = 0'-0"OR 10 CONTROL EXP. IT DTLS SCALE: NTS 6 O q_g J A-8 �,GN, o O NEW CONTROL JT PER a DETAIL THIS SHEET io ________ PATIO ____ NW EEXPANSION JT PER DETAIL THIS SHEET I� I � /I I BEAM;TN I J ® REF f 3 < / I A-8 4 I - CONCRETESLABI Yr/ O A-8 \�KOPE S.O.G 1 48 / - ml P \l CV w/� o . - wl S"LIER cIT H-N /- I_n p -0 J x o � I I I I CJ I / CJ CJ I I 4" GRADE I I BROOM FINISH CONCRETE, 2 NEW BARREL TILE HIP ROOF TO �4" MATCH EXISTING HOME 12" NEW SINK DRINK REFRIGERATOR SOUTH ELEVATION SCALE:1 /4"=1' 12" i2' NEW OUTDOOR KITCHEN WITH SINK, REFRIGERATOR AND GRILL WEST ELEVATION SCALE:1/4"=1' FLASHING W/ DRIP EDGE 10" SQUARE COLUMNS WITH 18" STONE BASE NEW PAVILION OVER MASONRY COLS. SEE FLOOR PLAN AND CROSS SECTION NEW BARREL TILE HIP ROOF TO MATCH EXISTING HOME 10" SQUARE COLUMNS WITH 18" STONE BASE 19/32" COX APA PLY WD RF SHEATHING EXT GRADE APA RATED 32/16 OF BETTER SECURED W/ 8D RING SHANK NAILS ® 6" OC, 4" OC Cd ALL EDGES COL COL. BELOW_ NEW1). 1.75X 14 2DE LVL BM _ BELOW__ 1 S'-4" 2'-6" J T 18'-0" COL. BELOWI I W II NI NT, S. AI.I'C I A,�I Al, of �I �i RIDGE / VENT _ XI �I �I EW 2X4 TRUSS RF & 24" OC ENGINEERED BY OTHERS (SUBMIT TRUSS DWGS TO ARCHITECT FOR REVIEW) — _ NEW 1_75X14 2.0E LVL BM l CoL N COL. II BELOW BELOW II II UDR LDR COORDINATE W/ OWNER (TYR) MAX WORST CASE UP J NEW BARREL TILE ROOF TO MATCH EXISTING q-g = 906.4# VS. 1,127# HOME RJ ALL ASPECTS. GC TO SUBMIT NOA AS PROVIDED \-:TO AHJ & ARCHITECT FOR REVIEW/APPROVAL 4" ALUM. GUTTER W/ (2) 2X3" DOWNSPOUTS TO GRADE/SPLASH 6PAVILLION FLOOR PLAN 7 ROOF PLAN PADS �/ SCALE:1/4"=1' SCALE .1/4"=1'-0" 0--WINIDOW LABEL WINDOW ®® •I,. ®4r 11A DOUBLE CASEMENT ©s r vaaaasss ® RFr,FlIfFn AP,; 12 2022 Town of Gulf Sliream, FL USE NU VUE NVRT-12 TRUSS STRAPS ® 24-' WWM W/ STUCCO FINISH AROUND LVL OC W/ (12) 10D NAILS BEAM (MATCH EXISTING HOUSE TEXTURE) 2X6 WD PLATE ATOP / WWM W/ STUCCO FINISH CEILING UNDER BEAM. SEECURE ON NEW 2X4 FURRINGS . 12" OC (MATCH W/ 1/4" X 4' SOS EXISTING HOUSE COVERED PATIO CEILING STRONG DRIVE SCREWS AT TEXTURE) 6" OC STAGGERED USE LU24 JOIST EW 2X4 SCISSOR. TRUSS ROOF ® 24" OC HANGERS BY SIMPSON, NOA BY TRUSS ENGINEER. CLAD WRAP BOTTOM FL10655-R4, UP CAPACITY CHORDS ® 24" OC TO MATCH EXISTING =715# RAFTER TAILS AT HOUSE IN ALL ASPECTS XTERI0 LATEX PAINT ALL EXPOSED SURFACE BY MARQUEE OR EQUAL B PER PLAN SECURED SIDE BY *—Z, 6, SEW IDE W/ 1/4"X4" SOS SCREWS BY CLAD WRAPPED RAFTER SIMPSON ® 9" OC STAGGERED TAILS TO MATCH HOUSE RAFTER TAILS IN ALL 2X PT WD PL ON EXTERIOR FACE, BUILD ASPECTS OUT TO B FLUSH W/ COLUMNS ENSURE HOOKS ARE SPACED 1 AT COLUM /BEAM USE (1) SIMPSON ECCLOM NO MORE THAN 5" APART ) CONCRETE PIER CAP HOLD-DOWN, NOA ( FL#13904 I. UPLIFT CAPACITY = 7830# EA NOTE: USE 6OKSI RESPIRE, (MAY REPLICATE USING STEEL PROVIDER) 3500 PSI CMU BLOCK. (4) # 7 BARS VERTICAL W/ #3 3.000 PSI MORTAR FOR FILL CELLS STIRRUPS AT 12" OC & 2" COVER 16X16X7 5/6 MASONRY BLOCK PIERS USE (2)#6 BARS CONT_ POURED SOLID W/ 3,000 PSI GROUT. IN HOOTER QUANTITIES AND LOCATION PER PLAN PROVIDE EXP JT ® AND TE TURED STUCCO FINISH PERIMETER OF PAVILLION COLUMN PERIMETER (MATCH HOME) WHERE MEETING POOL USE 7INTO X4 SET CENTER & PATIO CONC SLAB DO TURNDO F N INTO HAUNCH FTG @ PERJMET R MIN. 12 BELOW ADJ. - GRADE y./ ONT OL AND EXPANSION JOINTS - - PER CORRESPONDING DETAIL USE 3,000 PSI CONC. �,�COMP CTED/CRUSHED RCA TO 1-6 ACHI E COMPACTION OF 1500 ESE PARTIAL CROSS SECTION @ PAVILLION SCALE:1/2" = 1'-0" FL ARORfECP DR RUSSUI ROBICAI SIONATURE DATE-' DCERM NUMBER + A397727 czsg7� Russell Rosicki, Architect ATA. NCAPM DARCI"L T P1RT AP DFMC3N P. ARCFIITECIS FL, LLP' 6260 1V US FIIC31-3CWAY I MF7 AnLTRI�T$ FL 32940 278 14EVVPORT R DFFBF3F_LX) BEACH FL 33"2 DICE : 954-3A-5M BMQ DE96NRARCHIIECISOOIi ENGINEER NO. DATE SOBMMON 07.02.21 ISSUED FOR PERMIT 1 103.07.2J RE -ISSUED FOR PERMIT KEY PLAN: N ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 P VILION FLOOR, FOUNDATION, ROOF PLAN, ELEVATIONS & DOOR + WINDOW SCHEDULE 4/15/21 2101 SCAIB: DRAWING NO: AS NOTED DRAWN BY: RRR CERCK:D ED A R RRR — 1 1 V 5EEET NO: soFn Mry LL .r F'. y C1 J o OF aNb o IbN Nno� wo� V,Wdyo€�c=W�f"u°l�oo < Z r 3&n1b,'�no yba; =_ p- G�,�'��� (01NIpd w_ , N Qp. �g'� tb'MQbp� 1H`JI�'09 ,O G�/G� 0 17b1-�dSb w o M N cc U J W J w 0� U-j CD O z z NW,Imil �o O q U a �O H Q 0 R w LU o co Z g p p 0 5Z o I Q`_,O Z 0t -- m C) 00 �IUOO �U�Q � V •• Q a��z � I -10z a 'Q 1-:D U�q j o NZW � g" I 0 U N �bM3/1 �Q I Lull 0 w z o PV gcn�z ¢ 0 _-a? Cp �3 6l� p3�3 I w � +�} CD N lyM 4 ... �10� 16" � 19 - 0 3 (L z M X M,0"9r; ,L'gZ I w C) a J � x�_ X LL � � _ jljj N W IF- = R iiii U IZ: �^ co-.,Zo Jw I 0 Y &A oI f-p o I ti m • 0 �x ��05 alp x� Cl) w � J 0 I �� I� I d Z a 10'9Z �x I 0 w 0 J ,6' bZ ,Z"OZ C ,L "Ob IZ"5l ,6"ZZ x ,�_� w ,- �3y3 0 Wi C a' D Q N I COn � 700d i Z�0_ C'iu�W Q� i2Uw 0 rlrq wN w � W`�o xUnw =— U) u00 "JO I Z 6) IZLJJ w O O (f) z2(D LLJ x lQ OCDLL Q O CD CD W C w , \ n O U IO LLJ ~ LO N Z 60 (V 0 Q .0 I - wo LO - 0 tp ' � �O Q N X — -- O N N v rl U 10"5Z _ I m Q� o X-X ,00 5Z� x—X--X—X— O M 0 0 �; z a U- cl� <?LU w ui 0 0 `0 U I IU co� J �0 L C7 C z0 Zz z� w 9 2:Eo (D - n_ OZ l�0 wNp Q p9 �c�ia; Q ALL vUt� NZ MN LL i M ��a_ I OD J �OmQ�jomN �!J J J • OO o� �.� a)Ud0 Q N v v C rl Ui Ln va (0 -o � � x 0 H Hm Oo0�m°zL) 0 WEEKES RESIDENCE ALTERATION LEVEL III 2520 AVENUE AU SOLEIL TOWN OF GULF STREAM CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE GROUND VVIND SEISMIC SUBJECT TO DAMAGE FROM WINTER SNOW DESIGN DESIGN TEMP FLOOD HAZARDS SPEED(MPH) WEATHERING FROST LIN TERMITES LOAD CATEGORY DEPTH N/A 170 1 N/A NEGLIGABLE N/A VERY HEAVY 54 X - 6 NOTES. 1. SUBJECT PROPERTY IS LOCATED IN FEMA FLOOD ZONE X: +6 FT FLOOD ELEV. 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 . ---CURVATURE— POINT OF FOUND v-4aPNENorDW� SAIL y9����q�0�, b �O'PD Poy FouN �s rsQ p C 178.76' BN�4i�Wo 25,00 '�• 72A2 1�.51.40 <6 \ 2 0' jLIN Z M 1RD�'1 ROD 8.4 $ 702' 56E 42.6' a o -I Es a� FENCE 1 524 1 I m 42 V Oi- LOT 36 F_ RESIDENCE3. ^ Q/^'�( ry^4'LU RFrFIVFn -4lot 35 1 N 4.2' FI DRNEWA Z A7.8'N N vu 49.a ti� 0ir Q 1p 103% APB 1- 2022 bA 'O pNDC YIPJDE,149.50' FE4S RN XGEN8111' C6 Town of Gulf Stream, FL rbN� �DCA4 POINT OF L0137 ICS 1RPIOEXGEN 8111 CURIAIURE Fp D4SC NORTH EXISTING PROPERTY SURVEY (BY OTHERS SCALE:1/32"=1'-C" CODE NOTES CONSTRUCTION ME. TYPE III OCCUPANCY ME: R-3 LEVEL OF ALTERATION: III CODES: FLOH BUILDING CODE: 2G20 ED. RESIDENTIAL/EXIST. ASCE 7-10, NEC 2017 DESIGN PARAMETERS 1) BASIC VAND SPEED ""D VELOCITY) DESIGNED FOR = 170 MPH RED. (VOLT) 139.4 MPH RICO. (VASD) 2) RISK CATEGORY 11 J) BU LD NG DESIGN: ENCLOSED 4) NAND IMPORTANCE FACTOR 1.0 5) INTERNAL PRESSURE COEFFICIENT k 8 6) EXPOSURE D' 7) WHO LOAD AS PER 1603,1.4 F.B.0 EX. SEPTIC TANK TO REMAIN EXISTING LANDSC. TO REMAIN (TYR) CUT BACK EXISTI ROOF OVERHANG (REMOVE FORMER AWNING). 1 N 1 LOCATION MAP scALe NTs NORTH 12X12 COLUMN W/ 20X20 STONE BASE EXISTING GARDEN — KNEE -WALL OUTDOOR KITCHEN AREA 3'-0" ROOF OVERHANG EXISTING FENCE DRAWING INDEX DWG. NO. DRAWING TITLE REV.# DATE REMARKS T-1 TITLE SHEET, PLOT/SITE PLAN AND EXTERIOR RENDERINGS 3/7/22 A-1 DEMOLITION PLAN 3/7/22 A-2 CONSTRUCTION FLOOR PLAN 3/7/22 A-3 PROPOSED ELEVATIONS 3/7/22 A-4 CROSS SECTIONS AND DETAILS 3/7/22 A-5 FOUNDATION PLAN AND DETAILS 3/7/22 A-6 ROOF PLANS AND DETAILS 3/7/22 A-7 DETAILS 3/7/22 A-8 PAVILION FLOOR PLAN, ELEVATIONS & DOOR/WIN. SCHEDULE 3/7/22 M-1 MECHANICAL PLAN & NOTES 3/7/22 M-2 MECHANICAL DETAILS & NOTES 3/7/22 E-I ELECTRICAL PLAN 3/7/22 E-2 PAVILION ELECTRICAL PLAN, PANEL SCHEDULE AND NOTES 3/7/22 PLUMBING PLAN 3/7/22 PAVILION PLUMBING PLAN AND RISER DIAGRAMS 3/7/22 M_S-2 PARTIAL STRUCTURAL PLAN 3/7/22 STRUCTURAL GENERAL NOTES 3/7/22 RS-P PLACE AU SOLEIL ZONING CRITERIA SITE DEVELOPMENT REGULATIONS FOR THE RS-P DISTRICT. ALLOWED/MINIMUM EXISTING PROPOSED LOT AREA LOT AREA = 18,992.16 SO F1 NO CHANGE GROSS FLOOR AREA GROSS DOOR AREA = 4EI SO IT HARDSCAP 0 AREA 10,495 SO FT 11.557 SO FT LANDSCAPED AREA = 40% 8,823 SO FT (46,45%) 7760.58 SO D (40.8%) FLOOR AREA RATIO = .33 FLOOR AREA RATIO = .243 NO CHANGE FRONT YARD SETBACK = 30 D FRONT YARD SETBACK = 42.6 FT NO CHANGE REAR YARD SETBACK = 20 ET REAR YARD SETBACK = 527' HOME: NO CHANGE, PAVILION: 21.75 FT STREET S1DE YARD SETBACK = 20 D SIDE YARD SETBACK = 24.9' NO CHANGE SOUTH SIDE YARD SETBACK = 15 FT/307, OF LOT SIDE YARD SETBACK = ITS' NO CHANGE MAX ROOF HEIGHT = 20'-0' ROOF HEIGHT 14'-10- NO CHANGE PROPOSED ADDITION = 0 SF PROPD PAVILION 306 SF OSE= FACADE GLAZING CALCULATION. ROOF OVERHANGS = LION 1. REAR FACADE PROPOSED = 691 SF OF WALL 2. REAR FACADE GLAZING = 262 SF REAR PATIO OVERHANG 1.75 CSF 61. 1 COMPLIANCES. 37.9% < 40%, SO OK. (123.5/2) FRONT PORTICO OVERHANG 30.2 GEE (60.4/2) AVENUE AU SOLEIL 56 RIGHT-OF-WAY 23' ASPHALT PAVEMENT REMOVE EXISTING HOT WATER HEATER & CONC. PAD EXISTING DRIVEWAY APROP{ (MATCH)EXTE NO \ P,VI`RS \ 1 I 70.2' I - 1,441 SF PROPOSED RENOVATION I N I I I i IgING ONEISTORY i, 4-10" �P1 INGLq FAMILY ° EXIST. \RESIDENCE POOL I- �� Ij #?520 NEW COL'S L I m T(i R W/ MER j ITV i 49A i 306 SO FT OF NEW - PAVILION STRUCTURE 'j 4g5' PROPOSED SEATING AREA � ' 0 CONVERT I 119TSF OFII EXISTIN SUNROOM TO LIVINJ ROOM �1 DEMO PORTIOI OF PAVERS TO ADD - PORE LANDSC FED AREA PROPOSED PORTICO (+30. ESE) 46�-11., SETS. EXTEN '' EXTEND DRIVEWAY AND P DE HE _ PAVERS R9 .6" TRAVERTINE PAVERS. S80 F ADDE[ I 0 EXITING DI _ APTN (MA D S 'AE DEMO POFMO 0 PAVERS TO ADD MORE LANDSCAPED AREA I NEW UNDERGROUND NATURAL GAS TANK BY OTHERS UNDER SEPARATE PERMIT. EXISTING NON -CONFORMING SETBACK NEW AC CONDENSING UNITS EXISTING ELECTRIC SERVICE METER & PANEL —EXISTING POOL EQUIPMENT NEW NATURAL GAS GENERATOR DESIGNED AND INSTALLED BY OTHERS (EXACT LOCATION TED). SUBMIT SHOP DRAWINGS TO ARCHITECT AND MAINTAIN REQUIRED CLE),ANCES FROM HOME AND WINDOWS AS RED. BY FUEL GAS/PLUMBING CODE �� 0' 2' 4' 6' l 3� ARCHITECTURAL PLOT/SITE PLAN 1/I6"= V-0" SCALE:1 =1'-O" I NORTH FL ARCHRECT DR RUSffiL RCSICq SIGNATURE AATRJ LICENSE NUMBER: AP-972V OTS Lg rT 1,,_ Russell Rosicki, Architect ALA° NCARB, 0_ARC I[, T SRP.1-] AP DESIGN R ARICFEnECIS ]FT-, LLP 6260 N US MC3FiWAY 1 ]AviF:LBOURNH FL. 32940 278 NER'PORT R DEFnr.Tur 17 BFACH FT- 33442 VOICE 1 9W371-S* Ra+OSDE9ONRARCOTIBUISCOM ENGINI'..ER: I NO. DA7'C S[D1MDSSSTON - 07.02.21 ISSUED FOR PERMIT KEY PLAN: N ALTERATION LEVEL 1111 2520 AVENUE AN SOLEIL DELRAY BEACH, FL 33483 TTTL E: TITLE SHEET, PLOT/SITE PLAN & EXTERIOR RENDERINGS DATE: PROJECT NO: 4/15/21 2101 SCALE' DRAWING NO, AS NOTED DRAWN BY: RRR C� Br RRR T— I SWEPT' NO: OF 17 FL ARCFR7FLT DR RI RO®(.'q SIGNATURE! I - 3 --- 13'-9" I I I I I I I I l a I I I I I I I I I ro I II L______ EXISTING W.I.C. I E1T'r] EXIST NG r MASTER BATH E-D i l -C- REMOVE PART OF CONCRETE �1 PATIO FOR NEW TOOTER AT 1 EXTERIOR WALL, SEE CROSS Ia SECTIONS FOR MORE INFO i 1 1 1 1 1 1 1 REMOVE WPLL FOR EXTENT OF 1 WINDOWS 1 1 1 REMOVE WINDOWS �1 1 1 1 II II II 1 I I LD REMOVE DOOR 2 EXCAVATE FOR NEW PAVILION IN THIS AREA AND PREPARE SUBGRAOE PER OFOTECIT REPORT DEMO FLOOR PLAN I r 75'-6" I 1 II I r------- REMOVE EXISTING WINDOWS I I I I I I EXISTING .1 I I I I EXISTING I REMOVE CLOSET &EXIST. WI I.C. __ J LAUNDRY MILLWORK I I � I t I II C1 Di EXISTING I I I MASTER BEDE] 3'-7" 1 /r REMOVE CLOSET & MASTER y� wIR� EBA' J' BATH I _ 11J/ L 1 REMOVE & DISCARD DOORS AND ASSOCIATED _ _ _ WALLS AS INDICATED BY DASHED LINES i T ` ---I L-------- I I I I L� o I IT REMOVE DOORS INTO 4/ I SUNROOM L REMOVE & DISCARD EXISTING % CEILING & ROOF IN THIS AREA REMOV S,INPOOM -1,07 I , L rH �I I , I , =r , I � I I �I I I I I DEMO CEILING LIGHTS THROUGHOUT ARF r NFW WORK (SEE E-I PLAN) Hq\ REMOVE GARAGE DOOR EXISTING GARAGE REMOVE BATH AND LAUNDRY 118'' REMOVE PART OF WALL FOR - NEW WINDOW INSTALL, SEE CONSTRUCTION PLAN AND WINDOW/DOOR SCHEDULE FOR - NEW R.O. SIZES (TYR) EXISTING SITTING AREA h EXISTING D�1] LIVING ROOM tOS KEEP EXISTING T&G CEILING. COLLAR PROVIDE TEMP. SHORING & TIES AND ROOF OVER MAIN HOME. I REMOVE EXISTING WALLS PROVIDE NECESSARY SHORING BEFORE REMOVING ANY BEARING WALLS I I PROVIDE TEMP. SHORING & REMOVE CMU ELK WALLS .l\ F>IC,ING -OY-R 100 - — REMOVE EXISTING APPLIANCES _ - - - - �= ANC SINK IN THIS AREA. L__-___ _ I REMOVE CABINETS ANDI I I COUNTER REMOVE EXISTING PARTITIONS N -� E------f� 7----'�-� r -r-I I L_ ___J A L I EXISTING STUDY I AI I I I r-------_--r--z--T Y J rr�,1 I I I\ I Do2] j I ii MICRO i__ L� JJ 1 DW.1__ I I\ I I I I II�II REMOVE EXISTING APPLIANCES \ I EXISTING REMOVE DOORS INTO AND SINK IN THIS AREA. I J KCiq]N r h SUNROOMH REMOVE CABINETS AND COUNTER \�-r�_1_______ l __________i. I ___ _ _ ___ I - I I I I I I I I I �REMOVE EXISTING SLAB ® II I IFU III) APR 12 2022 Town of Cuff Stream, FL DATE 7JCENSE NUMBBRAR9= • ?�sigrT-`(_ Russell Rosicki, Architect ALA, NC.ARB. DARCH. R nun AP DFMCFN R ARCEMMC'T3 FL, L&P 6260 14 US HK31-1WAY 1 W.rc+tr.,ta�uRLVE F'L. 32940 278 NLIII R DF EPF'1u.7 JD BEACH FL 33442 VOICE : 954 18 RGI0' ENGQJE.ER KEY PLAN STJBA4SS10N ISSUED FOR PERMIT RE -ISSUED FOR PERMIT I \ I• E%ISTIN ���I I I � REMOVE DDOR REMOVE HATTICATCH �� i .� E1�9] - - _ _ _ _ ff � REMOVE EXISTING MILLWORK, WALLS &OBJECTS SS AS INDICATED 6Y DASHED ONESACCESS �REMOVE DOOR ALTERATION LEVEL III REMOVE AND REPLACE ALL FIXTURES INBATHROOMS \-� I\ / \ /I = / \ 108 AND 106 ��� -1 I \ I / \ ��� EXIST NN;-/ , \/ v j \—/EXISTIIJG - E xISTING (E) BATHROOM h h BATH RGOM N,IRSLRY 08 N7,EI 10 / / \\ / \\ (E) REMOVE EXISTING WINDOWS �E)�- - -- EXISTING RFDROOM 105 (E) KEEP EXISTING ROOF/CEILING & WALL FINISHES ON THIS SIDE OF HOME. SEE CONSTRUCTION PLAN. (E) (E) (E) DEMOLITION LEGEND \ EXISTING WALL / OBJECT TO BE REMOVED 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 ITTT.E` S LNG E%ISTN� CLOD=T KEEP EXISTING ROOF/HIS & T WALL FINISHES ON THIS COSET 1G6 sloE of HOME, SEEqog- CONSTRUCTION PWJ. EXISTING waLL TO REMAIN DEMOLITION PLAN WT2 4/15/21 PRCIIECl'NO: 210' SCALE DRAWING NO: p' 2' q' 6' AS NOTED REMOVE FOR TION OF EXISTING BLOCK WALL FOR NEW WINDOWS 1 4 1/4" = 1"-0" IN Oii TEi IAK7N Hr- ftRR A 1 CHEM= BY RRR SHEET NO: 2OF 17 FL ARCEIIIECf DR RIMEU ROtRGO SIGNATURE 3 A-3 2 A-4 3'-0" (N) ACCESS FOR //// 1 2 O3 0 (N) O (N) STORAGE ABV N)1O O (G o \ _ (N) DATE: O O 2- " LiC@L4? N[R.fBFR� AR97227 1 J^7 ,I I 6 -6 NEW OVERHEAD GARAGE DOOR, SEE JFI ELEVATION FOR SPEC EFIR IT IL II TOILET RCLOCATFC 15'-11" W 1/ a \1 t18 MAS IE IZ `I L__� BATH V �u S 0 0 (N) 6'-9" 1171 •� NEW TRIPLE WINDOW D MATCH OPPOSITE © � - SIDE OF HOME AT BEDRODM j1D5 SEE DOOR oLgrR_ 6 -9" j (fl) AND WINDOW SCHEDULE ON A-8 EXISTING CANTILEVER)_ EW TCH AB EE S 1 ET GA -RAGE. — — — — — 5'- - IN) Russell Rasicki, Architect O o n P.ELOC. AIA. NCARB, DARCH, I F.1Rn AP (N) NEW PW11 O 4'-4"01 HALL LN ROOM N DPSIC3N R ARCFIITEC'IS FL, i><n 20 MASTER 116 BED 6260 P4 US HIC}HWAY 1 '� 1221 12 0 2'-0 5' 6 I `—__.--- -- -:_.. H._.._ � F- �l MF_i"BOURNE FZ.. 32940 ,y NEI �I I i ® 278 NEVVPORT R DEE72FfRi M BEACH P'L 33442 L _v_ J -W NEW TL .ALA IN, E 5 1 SH SCE( 6} pn VOICE : 954-3a-M VMF ,,'DE%ONRARCHITPCMOOM 2680 _ — 17�_9.� 2ENGINEER I ® FIREPLACE 3 '� 3680 n 4' 2680 �, �Ow „ of NEW SS DEL WALL! FLU- lS�6+ - 14'-B HE TANNLESS 4. " Gulf Stream r/ W UP TO CHIMNEY TURN cps' ELEC. HWH SEE PATIO ROOF PER GAS APPLIANCE P-1 SHEET SPECIFICATIONS yt'k i f - NO. DATE SEJHM6510N 6 NEW 07.02.21 ISSUED FOR PERMIT O I)[N NO 5 4 1 03.07.2 RE -ISSUED FOR PERMIT NEW CANTILEVERED ROOF ABOVE '�XI�IING '4 ry NEW LARGE PANEL SLIDING _i CLASS DOOR BY LA FINE BTRA N PERFFTTA LINE SLIM SERIES \ I m 1 RENDv NI �� A-4 SJNROGIJO /ry 77 ,A 11 1\_l/Yll/'/`ll F•1 11^IY., N •NO NEW A 3 _ ° PBE n 20'-2" B `I KEY PLAN: 3'AUT. w ROOF CANT. AEv. i' M i INSULATION 2'-D"I1I _ SPECIFICATIONS 3'-11 ` - CONDITIONED AREAS: O a I 4 ®D E','STI\t •�, MASS WALLS: R-1 PATIO PATIO - fvi : FO -R 7'-6" POOL Im 6' �� WINDOWS: IS Gn 4.-1.. METAL FRAME WITH LOW-E NEW EASE, UPPER MIN. SHOO = 0.25 W pSW U-VALUE = 1.05 CABINETS, APPLIANCE & N z COUNTERTOP (TYR) iO BEAM DOORS: 9 -110" 4'-0.' 7'-0" N .I MIN. U-VALUE = 1.05 PLEASE SEE A-8 SHEET FOR rF"4'_1"PRO- CEILING ROOF' WINDOW AND DOOR n Ivnr- / SEE FLCD POO R OVER NEri SLAB, SCHEDULE W1 DESIGN /y 4'-0"------R=NO.v 3 SEE ELEVA71ONS ROOF AND R30.0 LOOSE FILL BLOWN PRESSURES AND ROUGH j.l- A-T K TiIH Ef, `a FOUNDATION PLAN FOR MORE INFO. IN, OVER CEILINGS OPENING SIZES SHOWN. 'S e• t;J - 1��4-_-- -I n COORDDIINATE NO (VENTED ASSEMBLY, TYP) F V: o r--� BAN-RY .I OWNER 16'-3" r_--1 I N 1CD 1 9•_3.. INFILL OPENING I. I 31 II � L J CEMENT OF FROM DOOR 6'-4" 2-8' AREA ABOVE TO BECOME VAULTED, SEE ROOF PLAN FOR HATCHED IL- N AREA FOR NEW TRUSSES CD- f-2•-8.•� NEW BEAM 2'-8" •I 3-2" NEW TANNLESS ELEC. HWH IN N JI o N ATTIC SEE P-1 I m �- m ©p '2, SHEET � - - - - - I 31 4-2" � O O -- EXISTING WINDOWS WINDOW OPNG (N) DIRECT O' L_JBEDROOM O FX'.ST N(: 1C�� (E) 0-. EXSTIR6 o UACXI IIVC FXIST ING ALL IXIURES IN E( .i11 J;)A1 SgIHi ')tAI & ASTSEE PLOT PLAN NU4_-RY AND AIF;OOMS 108 LB lUC (E) 'SHEET FOR NEW- 07J PAVILION IN THIS AREA f Q O (N) REP E SHOWER -- --�-= `HANDL AIR (E) \ WITH UB HANDLERS LOCATED EST VC IN ATTIC, SEE _11, IN G ^`� MECHANICAL PLAN C 0`1FI�'C6T •j 0 2' 4 8' ®kZ� 14'-0" ® 9 -2 1/4" = 1'-0" NORTH �' I � INFILL FORMER 'I )PROPOSED FLOOR PLAN MILL °PEG A-3 0 SCALE:1/4"=1' �v NEW MECHANICAL SEE MECHANICAL PLAN ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 CONSTRUCTION FLOOR PLAN11 DATE Ii401P.CT NO.� 4/15/21 2101 SCALES DRAWING NO: AS NOTED DRAWN HY RRR /� CHECKED Hr.A / HIRE LH' G SHEFI NO: 3 Or 17 FL ARQIIIECP DEL Rllffi7L ROS" I SIGNATURE: O. RIDGE ELEV- 14'-9" 8.0. FASCIA ELEV- 10'-9" B.O. FASCIA ELEV- 8'-0" EXISTING GABLE END TO REMAIN EXISTING ROOF TO REMAIN ­� —J3.5" NEW CHIMNEY _EWE HEIGHT NOT CHANGING NEW " "D OVER NEW �� WITH ROOF REPLACEMENT NEW LOW SLOPE TIC BEAM SPANNING ACROSS (MAINTAIN EXISTING) ROOF CANTILEVERED OVER ENLARGED OPENING EXISTING POOL PATIO SLIDING GLASS DOORS FINISHED FLOOR , LEV= 0'-6" DEMO EXIST. WINDOWS AND REPLACE WITH NEW SLIDING FORMER AWNING STRUCTURE REMOVE EXIST. WINDOWS GLASS PANEL DOOR AT REAR OF HOME TO BE & EXPAND EXISTING OPENING FOR NEW WINDOWS WEST l ) PROPOSED V V E S T ELEVATION FINESTRA-PERFETTA SERIES E PS REMOVED IN ITS ENTIRETY SCALE:1 /4"=1' —NEW CHIMNEY BEYOND T.O. RIDGE ELEV= 14'-9" B.O. FASCIA ELEV- B.O.-FASCIA NEW PORTICO ROOF BEYOND EXISTING ROOF u� EXISTING GABLE TO REMAIN i END TO REMAIN 12' ..,...�.�...,., r, r.o- n PROPOSED NORTH ELEVATION SCALE1/4"=1' T.O. RIDGE ELEV= 14' 9" B.O. FASCIA ELEV- 10'-9" D.O. FASCIA ELEV- B'-0" FINISHED FLOOR ELEV- 0-6 ------ .. . Eo I O EXIST STUCCO �TO REMAIN —OVERHEAD IMPACT RATED GARAGE DOOR BY CLOPAY; EXISTING DOOR CANYON RIDGE W8 OP46T, REMOVE EXIST. WINDOWS MIAMI DADE NOA 20-0922.55 LUE & INFILL W/ CMU BLK WALL NEW SS FLUE__ IN "DARK FINISH" OVER MUST BE +2'-" MAHOGANY OVERLAY HIGHER THAN ADJ. RIDGE NEW CHIMNEY SANDED STUCCO OVER 0IA. MESH EXISTING GABLE -END OF MAIN ROOF TO REMAIN PLEASE SEE A-B SHEET FOR WINDOW AND DOOR SCHEDULE W/ DESIGN PRESSURES AND ROUGH OPENING SIZES SHOWN. MAX. GLAZING CALCULATION: REAR FACADE = 691 SF OF WALL GLAZING = 262 SF SO... 37.9% < 40%, SO O.K. NEW PORTICO HIP ROOF WITH BARREL TILE TO MATCH EXIST./ ADJACENT IN ALL ASPECTS EXISTING BARREL TILE ROOF TO 12 REMAIN T.O. PORTICO ,i..-, ..,..: ,! ._, ,.. 3.5"L— ELEV= 13._2.. `m 12" 3 0. ... 4 ` ROOF F_ '- `. B.O. PORTICO EAVE UL ELEV= 9'-0" FROM FF r,CANT --3' 11 — NEW RAFTER TAIL CLAD -WRAPPED BEAM ENDS I. W/ LATEX PAINT (MATCH .. K`2 EXISTING HOME'S RAFTER -O fi EXIST STUCCO �TO REMAIN m I TAILS IN ALL ASPECTS, VLF) G) PROPOSED SOUTH ELEVATION SCALEi/4"=1' NEW PORTICO HIP ROOF WITH BARREL TILE TO MATCH EXIST./ ADJACENT IN ALL ASPECTS T.LOE. V-RIDGE E T.O. PORTICO ELEV- 13'-2" __J3.5" 12" B.O. PORTICO EAVE ELEV= e.o. FAsaA ELEv= e'-o" -u FT FF © 1J 1 RESS RES EGRES I� EXIST STUOOO ' 0 REMAIN' 41— EXISTING W'INOOW f FINISHED FLOOR ELEV= 0'-6" FINISH PORTICO WITH 4 PROPOSED EAST ELEVATION STUCCO TO EXISTING ADJACENT HOME. SCALEi /4"=1' REMOVE EXIST. WINDOWS NEW SS FLUE & INFILL W/ CMU ELK WALL MUST BE +2'-" HIGHER THAN ADJ. RIDGE EXISTING BARREL TILE ROOF TO REMAIN NEW CHIMNEY BEYOND ALIGN NEW HIP RIDGE WITH EXISTING MAIN HOME GABLE RIDGE. T 3.5"L__ /� EXISTING BARREL TILE ROOF TO 1� 12 / REMAIN B.O. PORTICO EAVE ELEV- 9 -0PORTICO FROM FF BETWEEN RAFTER TAILS: GC SHALL MIMIC AND REPLICATE VENTED SCROLL AT T.O. WALL & PROVIDE SCREEN VENTS BEHIND FOR VENTED ROOF ASSEMBLIES 101 NEW RAFTER TAIL ' CLAD -WRAPPED BEAM ENDS 1 W/ LATEX PAINT (MATCH EXISTING HOME'S RAFTER TAILS IN ALL ASPECTS, VLF) ---- k______________________ PARTIAL NORTH ELEVATION 5 PROPOSED PORTICO SCALE: 1 /4"=1' DATE LICENSE NUMBER ARSD= G Ts j �ff� - Russell Rosicki, Architect AiA, 19CARB, DARCH, I AP DFMCAST P. ARClIlTFCM FL, LLP 6260 W US HIC314WAY 1 MELEiOURNE FIT- 32940 278 IVT W P_T R DRFIiFTRT lD SFACH FI. 33442 VOICE : %4-?7 -" 12600.DC4@BtARCHf1ECIS.COM EN094EM 1�- 107.01 ISSUED FOR PERMIT 1 /I 3.07.222.21RE-ISSUED FOR PERMIT KEY PIA. N ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 PROPOSED EXT. ELEVATIONS DATP.' PROIECi NO. 4/15/21 2101 SCAIU DRAWING NGt AS NOTED DRAWN BY' RRR CEECKED Hr.A RRR —3 SHEET NG: 4OF 17 KEEP EXISTING ROOF SHEATHING & COLLAR TIES NEW 5/8" APA RATED EXTERIOR PLYWOOD SHEATHING 1jj NAILED TO LVL FRAME NEW 2%6 BEAMS WITH BD RING SHANK NAILS- 6" CLG SOFFIT TO USE NUVUE NVRT O.C. AT PANEL EDGES & AT CREATE NEW 16 OR BETTER INTERMEDIATE SUPPORTS. NAIL SPACING KEEP EXISTING VAULTED CLG PIGGY BACK STRAPS SHALL BE 4" O.C. AT ENDS MAIN ROOF W/ SE SIMPSON HTS20 HOLD DOWN T.O. RIDGE ELEV- 14'-t0" BARREL TILES REBUILD LOW SLOPE DEVICES ® 12" OC —_ _13.5" 12"ROOF IN SAME LOC. 1 /4" SLOPE 1'7 ' NEW Yi" GYPUM --- REPAINT CEILING TO --- NEW FALSE/EXPOSED WD BEAMS B.0 FASCIA CEILING STING MA H EX STING NEW STEEL BEAM .o NEW BEAM HANGERS p EXISTING RAFTERS ,o ® SEE S-1 HEST NEW NEW HIS I X6X3/8 STL - p NEW STUCCO OVER DEN TUBE COL MN EMBEDDED IN . CMU TO MATCH E%/ 113- WALL BEYOND o ADJACENT HOME SUNROOM pT IN ALL ASPECTS NEW 2X4 WOOD 110 FRAMED WALL FXIS TING NEW #5 BARS 0 8" OC W/ WITH 5 8" TYPE / LIRG ROOM DEMO EXISTING 103 MIN 48" SPLICE IN HOOK X GYPSUM ON WALL DOWN INTO FOOTING FM6HED FLOOR EACH SIDE ELEV= 0._6' .. .. L----- - .. -. -,,. ... _,. .........:.. ...... EXISTING CONCRETE 4-0 SLAB 4' EX 10 MIL VAPOR NEW 10 MIL VAPOR PREPARE SUBGRADE PER GEOTICII BARRIER (TYP) EX 10 MIL VAPOR BARRIER (TYP) REPORT BY EAST COAST TESTING BARRIER (TYP) NEW 3000 PSI P.C. HAUNCHED TOOTER. WHERE COLUMN IS BEARING PROVIDE ENLARGEMENT TO ACHIEVE 4g•'X4g". SEE FOUNDATION n CROSS SECTION @ MIDPOINT O F HOME PLAN FOR MORE INFO SCA1FE:1 /4"-1'-O" T.O. RIDGE ELEV= NEW MITEK 1.75" LVL SLOPING - JOIST HANGERS @ 24" OC (USE SKEWED HANGERS FOR HIP RIDGE LVL BEAMS) 0.0 FASCIA ELEV= TOM' l NEW R-30 SPRAY FOAM INSULATION UNDER SHEATHING (ENCAPSULATED ASSEMBLY) FINISHED FLOOR ELEV= 0'-6" NEW FLITCH BM BEARING RIDGE BEAM ON NEW TUBE STL POSTS WITH TOP CAPS, SEE STRUCTURAL PLANS & RELATED DETAILS SISTER NEW LVL RAFTERS TO EX 2X4 TOP CHORD ® 24" OC, SEE ROOF PLAN FOR MORE INFO. KEEP EXISTING ROOF TILES & SHEATHING NEW 5/8" TOUGH ROCK ----USE NUVUE INDUSTRIES NVRT16 HD GYP BD CLG FOR 24" SPANSIRE-STUCCO STRAPS 9 24" OC IASTFR EDRCCM PEMOVE BOTTOM TRUSS 1122 CHORD AFTER SISTERING NEW WD OR TILETOP CHORDS (TEMPORARILY FLOOR BY OWNESUPPORT STRUCTURE AS RED) EXTERIOR �� �-1 EW 5/8" GYP BD ON WALLS OVER 3/4' WD FURRING STRIPS EX 10 MIL VAPOR 0,6" OC (TYP) BARRIER (TYP) l 2) CROSS SECTION @ MASTER BEDROOM SCALE ,1 /4"-1'-0" KEEP EXISTING COLLAR (TYP) - KEEP EXISTING ROOF FRAMING (VIF, NOTIFY ARCHITECT OF SIZE) KEEP EXISTING HAUNCH FOOTER & SLAB ON GRADE -EXISTING KEEP EXISTING TRUSS ROOF AT GARAGE AREA GAF SINGLE PLY TPO LOW SLOPE ROOF, MIAMI DADE NOA 20-0518.02, UP TO -120 UPLIFT ALLOWED MIN. R-30 CLOSED CELL SPRAY FOAM APPLIED IN CONFORMANCE WITH ASTM C 1029 ® UNDERSIDE OF ROOF SHEATHING (TYP/ENCAPSULATED ASSEMBLY). LOSE SIMPSON HTS20 HOLD DOW14 DEVICES ® 12" OC NEW 1.7SX11-7/8 LVL BEAMS 0 12" OC PROVIDE 5" ALUM. GUTTER W/ DOWNSPOUTS AT EA END COLLECTED INTO PVC LEADER TO DAYLIGHT PT WD 2X4 STRIPS S 12 OCPROVIDE DRIP EDGE W/ WOVEN WIRE MESH & UNDERSIDE NEAR FASCIA STUCCO FINISH ® UNDERSIDE OF SOFFIT -NEW STEEL BEAM j SEE 5-1 SHEET o NEW HIS 6X6X3/8 TUBE STL COL POST EMBEDDED WITHIN ALUMINUM CLAD WRAP TO MATCH SLIDING DOOR EXTRUSIONS. SEE S-1 SHEET FOR MORE INFO EXISTING CONCRETE PATIO. CUT AS RED. TO FORM NEW FOUNDATION + PATCH/REPAIR IN KIND (VIF) PROVIDE COPPER PAN FLASHING W/ SILL SEALER AT NEW DOORS AND LARGE PANEL GLAZING BEARING AT 1" RECESS PREPARE SUBGRADE PER GEOTECH REPORT BY EAST PER TESTING PFUSE NUVUE INDUSTRIES NVTA16 HD / STRAPS 024" OC Q , m u'A 4t #5 VERTICAL BARS ® 48 O.C. 6' CMU WALL DI ' CMU PARTIALLY GROUTED. REIN FOR S SEE �f 8' DVR-O-WAL MIN. 9G HORIZONTAL PLANS@ SECTIONS REINFORCING 0 16' O.C. r---- PLAN VIEW I } 1 1 I � 15 VERTICAL BARS D DIJ i ®48" O.C. L - - - - - - -- 8' CMU PARTIALLY GROUTED. [REINFORCING MASONRY CORNER: 3 CELLS MIN. REINF. WITH N5 BARS A N FULEY GROUTED CELLS 8' DUI-O-WAL 9GA HORIZONTAL (TYP. ALL AROUND) PLAN VIEW ® 16' O.C. @ CORNER SECTION VIEW l � )MASONRY REINFORCING DETAILS SCALE: NTS NEW ROOF TRUSS ENGINEERED BY OTHERS T1116COBC. TIEBM W/ k5 BARS TOP/BOTT Q3 STIRRUPS 0 12" CC. VON ON DEBM SCHED. NEW HOLD-DOWN PER ROOF PLAN 35CO PSI 8" CONC. BLOCK WITH MINIMUM (I) 05 EACH CELL O 48' OC DOWN 6 TIEBM DETAIL SCALE: NTI FOR REINF. OFFSET SEE O PLANS & SECTIONS D D GROUTED CELL 8" C.V_J- #5 IN CELLS (TYPC4 %.LL WALLS) ADJACENT TO OPENING BAR SPLICE DTL (D-lL AN DTL @ OPENING SCALE: NTS S: NTS TARS P, VIF) UNIT NOTE: EXISTING FILLED CMU CELLS TO BE VERIFIED BY CONTRACTOR. IF UNGROUTED CELLS ARE FOUND ADJACENT TO NEW CMU WALLS, MORTAR FILL W/ TYPE-S, MIN 350OPSI (SEE FLOOR PLAN FOR LOC.) (DLILLCELL DETAIL LE: NTS FT. ARCH= DR RUSSHI. RD CIG SIGNATURE.' DATE LICENSE NUMBER AR97227 Gs!6 • Russell Rosicki, Architect AIA, NC:ARB. DARCH, i EIRD AP DEMCWN R AFjCHnECM FL, LLP 6260 W US HIGHWAY I MEL.BDURIVE FT_ -T"40 27R NEVVPORT R DREPILFI E n BEACH FL .33"42 VOIC£ : %+-n-SW DM a DEMONRARCHFIECIS.COM ENGINEER I NO. M1'E RUBMLSSION I ICO2.21 ISSUED FOR PERMIT KEY PLAN - ALTERATION LEVEL III I 90 FASCIA J, , RFci-:wFn ELEV= 8'-O" !!II 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 NEW IN EXISTING APR 12 2022 NEW CEILING SLOPES PER DETAIL 1 EXISTING MASONRY BLOCK WALL CROSS SECTIONS & THIS SHEET EXISTING FOUNDATION AND NGRETE SLAG Town of bull Stream, FL DETAILS co FINISHED FLOOR 1, EX 10 MIL VAPOR BARRIER (TYP) CCROSS SECTION @ GARAGE ACALE:1/4"=I'-O" DATE' PROIE(,T NO 4/15/21 2101 SCAIZ DRAWING NO: AS NOTED DRAWN Br- RRR A CHECKED Br RRR —4 SHEET NO: 5 OF 17 PATIO ALIGN T.O. MONO -SLAB W/ T.O. EXIST COED PATIO (PITCH AWAY FROM POOL) PATIO 18'-0" -� SEE 5-1 SHEET FOR FOOTING DESIGNATION SCHEDULE (TYP) / .1 1 \Y2 TERMITE TREATMENT OF SOILS IS REQUIRED SEE GENERAL NOTES & PROVIDE CERTIFICATION TO AHJ AND ARCHITECT TO DOCUMENT COMPLIANCE. XISTI NG MONO -POUR HAUNCH ETA AT EXISTING CMU BLK WALLS TO REMAIN. ENSURE MIN. 18" BEARING 0 12" MIN. BELOW EXISTING /ADJACENT GRADE (24" BEARING IS ASSUMED, TYP) CA -- _ EX FTG - 'I TRENCH -CUT EXIST. SLAB FOR NEW PLUMBING, SEE P-1. PLAN FOR EXISTING F.F.E x MORE INFORMATION � -I � u T1� T �0��_�— --r- C + FTG}-2 �jORTH WING �� {j L_T T-(S_ATBN 011E GR DOE) L_r L 003OLUMN DESIGNATION "Cl" - - - REPRESENTS NEW HISS 4X4X3/8, SEE S-1 SHEET FOR MORE INFO NEW 24" THIN 3000 PSI PC PAD FTG. NESTED ADJACENT TO EXIST. HAUNCH STEP DOWN TO PATIO, SEE S-I S SHEET FOR MORE INFO NEW 18" THE 3000 PSI PC PAD FTG NESTED W/ EXISTING HAUNCH FTG'S o -1 C 24'-11.. <!� _ EX FTG EX FTG _ +- EX FTG G 2 0.-�nC.Z COLUMN DESIGNATION "C2" O REPRESENTS NEW HSS 6X6X3/8, SEE S 1 SHEET FOR MORE INFO re /JS BARS EA WAV W/ 3" MIN. COVER, F- fO SEE SECTION & S-1 SHEET R I i -'14' O" MORE INFO I 4 SUNROOM (('N1r I�1417- SUPJ 100A1 .I o NLFtN AF OVFR'. FXI°ANG ,RAB OU a L' 16X16 MASONRY COL. FILLED SOLID W/ 4-#7 BARS UP (BECOMES 1OX10 SO COL ABOVE PIER AT BASE) 11'-10.. 2#6 BARS CONTINUOUS W/ 3" MIN. COVER, SEE DETAILS ON A-8 SHEET FOR MORE INFO SEE A-8 SHEET FOR PAVILIOIJ PLAN, CROSS SECTION, ELEVATIONS & DETAILS EXISTING HAUNCH FTG4OUNDATION FOR EXISTING GARAGE I EX FTC - �,A, GARAGE I EXISTING GARAGE (SLAB ON CRADE) O02 EXISTING PRE l,l O � ��' EX FTG —L ' 1OXIOXI/2 STL BASEPL 0 COL. NEST INTO NEW FOOTER, SEE $-1 SHEET FOR MORE INFO, TYP. #6 BARS DOWELED O 48" OC OR AS SHOWN W/ 8" OF EMBEDMENT EA WAY (TYR FOR THIS SYMBOL). USE EPDXY COATED BARS WHEN DOWELING BTWN NEW SLABS & EXISTING STEM WALLS. USE REGULAR UNCOATED BARS WHERE FOOTERS MEET & AT NEW EXTERIOR STEM WALL ADJACENCY TO NEW SLABS ON GRADE, IIC21 I NEW NGREI1ETHK. �tl7To Cb-SLAB +- OVER `EXISTING W/ EX6 1 a TRENCH -CUT EXIST. SLAB FOR NEW PLUMBING, SEE P-1 PLAN FOR MORE INFORMATION SOUTH WING EX FTG 0FOUNDATION PLAN SCALE.1/4"- 1'-0" EXISTING F.F. EXSTINC HCME 'SLAB ON GRADE) DG, 'SLABB ELEV Ld, 'I > 4 BELOW FFE` 2 7' 3 0 4 0 2 4 E. 1/4.• - 1'-0" NORTH A ARCHTIP.CT DR RUSUIL RORC'IG SIGNATURE: RATE: 1ICE SE NUMBER AR97277 CTS"Lgam Russell Rosicki, Architect .L&, NCARB, DARCH. i FFT] Ap DF- iN R ARCHITEC.TS FL, LLP 6260 r4 US M-aFYWAY I MT_T B0XJP_NE FZ 32940 278 14EWPORT R DF.FRFFFII'l BFACH FL 33442 OICE I M-n 94 MIOn'D19(llVRAR(,43TIECIS.ODM NO. HATE SUBMMON 07.02.27 ISSUED FOR PERMIT 1 103.07.221 RE -ISSUED FOR PERMIT =0 NEW 14',14" 3010 PSI CONCRETE COLUMN WITH (4)w5 BARS VERTICAL I AND #3 STIRRUPS @18" ON CENTER NEW 5" THX 3000 PSI PC SUB ON GRADE W/ 1AXI.06 WWM. USE 10 MIL MOISTURE -" BARRIER OVER CRUSHED/COMPACTED GRAVEL. (4)#3 BARS 0 8" O.C. EACH WAR NEW 36X36x10 3,000 PSI GONG PAD FTGS I� OVER CRUSHED/COMPACTED GRAVEL TO ACHIEVE MIN. 1,500 PSF COMPACTION NEW COLUMN SEE S-1 NEW FOUNDATION SEE S-i - B""HOOK- ALTERATION LEVEL III `® :RF(1,F11'Fn . APT 12 2022 Town of Gulf Stream, F 2 SECTION @ PILE SCALE: NTS mm 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 FOUNDATION PLAN DATE PROJECT NO: 4/15/21 2101 SCALD DRAWQiG No.: AS NOTED DRAWN 1tt RRR A-5 C>;�BY PER SHEET NO; FL ARCH IBCf DR RUSSSE L Ra81LAT SIGNATURE: VE B' NEW DRIP EDGE AT PRESSURE TREATED FASCIA BOARD F E: INSTALL CROSS -BRACING & RUNNER BRACING WHERE INDICATED ON TRUSS WINGS. 1 ROOF PLAN SCALE:1 /4"=1' i EXTE REMOVE BOTTOM CHORD OF TRUSS TO FACILITATE VAULTED CEILINGS; PROVIDE NEW LVL ROOF RAFTERS SISTERED TO TOP CHORD W/ 10D NAILS STAGGERED 2.5" OC IN BOX PATTERN. INSTALL NEW FLITCH BM AS BEARING RIDGE. SEE SECTION ON A-4 AND STRUCTURAL PLANS & DETAILS FOR MORE INFO. EXTENTS OF LVL SISTERING IS OVER BEDROOMS AT THIS SIDE OF HOME. w¢ VERIFY SLOPE OF VALLEY & "i BUILD-UP W/ LAYOVER 2X Np FRAMING 5 24" OC Ci EXISTING ROOF RIDGE o n � U ^NO 3 _ -HSS 4X4X3/a' ]UBL Y11i EL POST' EXISTING TRUSSES & BARREL TILE ROOFING TO REMAIN, LON NORTH WING IJI NEW VENEER STONE OVER 5/8" GEN ENTITIOUS — — — — — — — — — — BACKER BD OVER 1/2" DENSEFRAMED LAS SHEATHING D 20G LIGHT GAUGE STL FRAMED CHIM EY. EXTEND — — - UL-ABOVE SS FLUE KEEP MIN. 2 FT RMINATION HSS 1,XGX3L — _ I— ABOVE ROOF RIDGE. KEEP FLUE MIN 3" FROM ANY /j T1 BESTIBLL POST — — — — COMBUSTIBLE {7 _ 71BY, SITX3/8" TLiRE STEEL POST EXISTING 2X ROOF FRAMING ® 2 — — — — — — — — — — —' — OC TO REMAIN (VIF) 2 _ _ _ _ _ _ _ A-4 — — — — — — — — — = I— PROVIDE 1 WAY F — — — ALUMINUM LASH(WHERE ROOF r LOW SLOPE TPO ROOF TRANSITIONS TO HIPPED BARREL TILE ROOFS. FOLLOW — — — — — — — — — _ NOSPECS & SUBMIT p — CHOSEN LINDERLAYMENT AND ROOF F RIDGE VENTING NOR, — — _ — — — — — — — TO CITY FOR REVIEW. " 3 .+ NU VOL INDUSTRIES FA WI "I— NVRT 16 TWISTED STRAP EX - - - SUNROOM - - - - Q AT PIGGY BACKING ( P) t TO p GU ,,— HT _ SHADED AREA INDICATES z TY NEW PIGGY -BACKED ROOF _ _ _ OVER EXISTING, SEE > 7f NEW 1.75X1117/8 LVL ROOF BEAMS 0 12' OC o I— CROSS SECTION FOR MORE n _ — — INFO) / 1/4" SLOPEI— PER-FOOT— NEW ROOF SLOPE CLOSELY — — — — — — — — — —_ MATCHES EXISTING ROOF '�3fylli{ SLOPE IN SAME AREA. 1 — — — — — — — — — — I— REMOVE FLAT SOLAR HOT I— WATER HEATING MATS ON EXISTING GABLE ROOF — — — — — — 1ISS vXVXi/A" IURF'T"NDH POSL 6'-6' 31'-1" BACK -SPAN — — — PIGGY BACK/ tAYDtlER R00F SIMPSON HT520 HEAVY TWIST D STRAP — — — _ _ _ — — — _ — AT LVL BEARING (EA END. TY ) � _ _ - VERIFY SLOPE LA VALLEY & BUILD-UP W/ LAYOVER 2X — _ FRAMING ® 24" OC �( TUBE I IA POSI CROSS HATCHED AREA _ _ _ _ _ _ _ _ — = INDICATES AREA ABOVE RANGE TO BE VAULTED — — — — — — CEILING - Exia L �� —.—.— — _ — --- - -- ROOF OVHG/CAN VER a ® > VERIFY oa W N ¢ 11' 6" EXISTING ROOF RIDGE (VENTED) �z SOUTH WING WIT LL L EY.STING TRUSSES & BARREL TILE RO FING TO REMAIN, UON m 5X1 WEYERHAUSER PST PLUS B/M SHE TO REINFORCED CONCRETE PIER BO REINFORCED AND BEAR OVER IS G TE BEAM AT HOUSE- FASTEN EX STING TIE BEAM WITH HGAM SSE ANGLE AND STRAP DOWN WITH SM2 TWIST STRAPS BY SIMPSON. P. SIDE OF PORTICO I � ( I I I ICI I I I I 12 `I� I I I I4]I (IIIII EXISTING TRUSSES & BARREL TILE ROOFING TO REMAIN, LON i Lx18 E%TB NOTE: NOA APPROVALS TO BE SUBMITTED BY CONTRACTOR MAIN HOME EXISTING CMU SILK WALL & TIE -BEAM BELOW TO REMAIN U.G.N. EXISTING. GIRDER TRUSS TO REMAIN 0 2 4 B NORTH ❑A Ex 2B C WORST CASE UPLIFT CORNER = -90.2 PST Kh DATE LICENSE NIIMBFRAR97277 i C ,g I Russell Rosicki, Architect ALA, NCAR13, DARCH, LEED AP DESIGN R ARC FErYFC7T'S FL, LLP 6260 N LTS HIGHWAY L NVIELBOLTRNH PL 32940 278 NEWPORT R DEERFIEIM BEACH FL 33442 VOICE : 954-34-90 5TIO:PDEWNPLARICHrIECT&CO! ENGINEER v NO. DATE SUBMISSION MONOSLOPE ROOF DIAGRAM rL rI• I - 07.02.21 ISSUED FOR PERMIT 1 03,07.22 RE -ISSUED FOR PERMIT GROSS UPLIFT L ? - I ZGIIE 1 48.5 PSF [ONE 2 .3 PSI �\\ - �� OVERHASGS. I - 82.7 PS .. VtiOST CASE) A-4 l 4 HIP ROOF DIAGRAM y fi T� 3.5x 7.25 WEYERHAUSER GRCS` UPLIFT PSL PLUS BM "may. MAN: TO ZOI IE 1 37.2 Sr REINFORCED ,� i H ZOIIE 2 52 3 S' CONCRETE ZONF 3 70C _-S= PIEMBH WITH OVLRF A'NGS o MBHU3.56 ,y - - Go 2 PSF ,woesr CASE/CORNER) o B. A NOTES: f o 1. INSTALL PLYWOOD PANELS AS SHOWN ON DETAIL BELOW: A L�� BLOCKING (IF REO'D) 1 L 1/y ORFRAMING)�o DIAPHRAGM BOUNDARY RooF GENERAL ROOF STRUCTURAL NOTES- 1- DESIGN LOADS: LL- 30 P.S.F. DL-25 P.S.F. BET WORST CASE UPI IFT- -6'.3 (OVFRHANGS P CORNFRS-1(63# P.S.F.) 2- MINIMUM PERMANENT BRACING 2,4 ® 6'-0' MAXIMUM ON CENTER AT TRUSS WEB AND BOTTOM CHORD (2-16d COMMON NAILS) AT EACH TRUSS INTERSECTION. 3- INDICATED IN CONSTRUCTION DOCUMENTS TRUSS UP LIFT AND FORCES, BRACING AND ANCHORAGE, REQUIRED VERIFICATION WITH TRUSS MANUFACTURES, SHOP DRAWINGS AND CALCULATIONS PRIOR TO ANY CONSTRUCTION. 4- ROOF SHEATHING: 5/8" CD EXTERIOR GRADE PLYWOOD WITH 8D RING -SHANK NAILS PER FEE 2020 2322.4 ATTACHMENT: 6" ON CENTER (4"OC ® PERIMETER) 5- ALL INDICATED TRUSS ATTACHMENT HARDWARE BY "NUVUE" (UNLESS OTHERWISE NOTED) COORDINATION NOTES: 1-VERIFY DIMENSIONS, SLOPES, & COORDINATE W/ ARCHITECT 2-GENERAL CONTRACTOR TO VERIFY THAT THE TRUSS ENGINEER UPLIFT LOADS DO NOT EXCEED SHOWN UPLIFT, 3-DO NOT CHANGE TRUSS DIRECTION WITHOUT AUTHORIZATION OF ARCHITECT 4-TRUSS TO GIRDER OR WALL MTD SEAT ATTACHMENT - PER TRUSS ENGINEER. 5-ROOF OVERHANGS SHALL BE 2'-0" UNLESS OTHERWISE NOTED 6-FOR ROOF TRUSSES & GIRDERS PROFILES - SEE A -SHEETS. PRIOR TO FABRICATION. REPORT DISCREPANCIES FOR ACTION. HATCH INDICATES 2x4 PLYWOOD SHEATHING EDGE BLOCKING WITH 2 -8d RING -SHANK NAILS TO TRUSSES ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 ROOF PLAN & DETAILS 4/15/21 2101 SCAIL+' DRAWING NO: AS NOTED DRAWN HY- RRR CIMCM) Er.A-6 RRR SHEET NO. 7 OF 17 1/2" DRYWALL' - CONCRETE LINTEL ROOF VENT a WITH BACK FURRING SPACE. 6 DRAFT 5/0' STUCCO. DAMPER INTERIOR NEW 1GOCFM PRESSURE pe EXTERIOR EXHAUST FAN PER PLAN UNLESS TREATED 1'% BJ OTHERWISE NOTED W/ 1/4' DIA. TAPCON METAL DUCT SCREWS MIN. 1 3/4' PVC CORNER SEAO. EMBEDMENT. END SCREWS MUST NOT BE MORE THAN 3' FROM END AND NOT SEALANT MORE THAN 8' O.C. ALL AROUND (TYP). ANCHOR WINDOW UNIT TO CEILING LINE P.T. 1'% BUCK PER MANUFACT. APPROVAL � ACRYLIC SEAIJNT. SPECIFICATIONS USE LIQUID SEAL MEMBRANE FLASHING -BARRIER, TECHNOLOGIES; /� \y/ C VENT D T L @ EXHAUST E A N,R O O E PBY ERM- A APPLIED PER MANUF. SPECS. (OR APPROVED EQUAL O.N.) SCALE: NTS INTERIOR EXTERIOR ANCHOR WINDOW UNIT TO P.T. 1'X MARBLE SILL SET IN MASTIC THIN -SET BUCK AS PER MANUFACT. DIRECT TO EXT. WD COMPOUND APPROVAL / BAROMETRIC VENT FRAMING SPECIFICATIONS W/ LOUVER SHIM SEALANT P.T. WOOD LOPE 1/2" FILLER PIECE ° TYPE X GYP BD. SECURED TO 2X4 P.T. 1'X2' FURRIN < P.T. 1'X BUCK WOOD HAILERS O 16" O.C. WOO Y ANCHORED W/ I/4' ,- •. •I - TAPCONS (1 3/4' EMBED) 3' FROM 26 GA. STEEL VENT FROM DRYER . ENDS & 8' O.C. ALL AROUND. 6' DEEP FILL GAP AROUND VENT WITH CP-25 BY CONC. SILL W/ HORIZ. MINNESOTA MIN3M OEQUAL 1/2' G.W.B. . 1#5 REINFSM. APPROVED ALSO CONCRETE SILL ACCEPTABLE. \5/B' STUCCO. EZ NOTE &S� ROVIDE WINDOW ATTACHMENT TO PRESSURE TREATED WOOD BUCK ' CONCRETE BLOCK.E: NTS AS PER PRODUCT APPROVAL WINDOW HEAD & SILL BUCK DETAIL �- SCALE: NTS DETAIL OCCURS @ NEW OPENING IN CMU WALLS (NEW DOOR OPNG'S SIMILAR) ENSURE TRUSS HOLD-DOWNS PROVIDED WHERE NOTED ON ROOF PLAN I, MAX. OPENING SIZE y • EXIST/NEW 8X16 PC BOND BM W/ (2) #5 BARS TOP & BOTTOM (LOCALLY REMOVE CONCRETE AS RED. FOR #6 BAP. W/ 6" EMBEDMENT & HILTI HY150 EPDXY) 8"X8" BLOCK FULLY GROUTED REMOVE EXISTING CONCRETE BLOCK IN THIS AREA ONLY AS REQUIRED FOR NEW WINDOW/DOOR INSTALL SAW CUT INTERIOR FACE. SHELL & U WEBS, PROVIDE AN UNOBSTRUCTED OPENING & FULLY GROUT BLOCK ' N N UPON INSERTING BARS #5 VERT REINF. & CELL FILLED W/ MIN. 3,000 PSI GROUT #5 HORIZ. BAR DOWELED 6" EMBEDMENT, HILTI HY 150 EPDXY w/ SCREEN TUBE (NOT RED. O DOOR) REINFORCED CONCRETE HAUNCH FTG W/ MONOLITHIC CONC FLOOR SLAB #5 DOWELS EMBEDDED INTO ° ° a EXISTING FOOTING W/ HILTI HY 150 EPDXY & 8I' EMBEDMENT °MIDDLE UNLESS OTHERWISE NOTED ON v CMU CELLS ARE NOT v DRAWINGS EEO. ® DOOR OPENINGS NEW FILL CELL/TIE-BM DETAIL @ OPENING SCALE: NTS (2) 16D NAILS EACH MEMBER 2"X4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX, SPACING REFER TO TRUSS NOTES & TRUSS LAYOUT FOR LOCATION 24"O.C. (OVERLAP SPLICES) WOOD TRUSS I I LATERAL BRACE SPLICE DTLRACE SPLICE 1D}LTL SCALE: TUTS 2X4 SOUTHERN YELLOW PINE #2 CROSS BRACING MEMBERS FASTENED TO TRUSSES W/(2) 16D NAILS EA. END (REFERS TO TRUSS NOTES & TRUSS LAYOUT BY OTHERS FOR LOCATION) 2X4 CONT LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAX. 10'-0" SPACING (REFER TO TRUSS NOTES & TRUSS LAYOUT FOR LOCATION) �6 TYP. X-BRACING DETAIL SCALE NTS ANCHOR DOOR UNIT TO P.T. 1"X BUCK AS PER MANUFACT. APPROVAL # SPECIFICATIONS NEW 1/2" TYPE-X NEW FILLED CELLS TYP AT JAMBS GYP BD 1. P.T. BLOCKING ALL SIDES WHERE SHOWN — IX4 P.T. BUCK (MIN. WIDTH OF FRAME),. FASTEN TO MASONRY W/ 1/4" x 3 1/4" TAPCONS, 3" FROM ENDS & 8" O.C. & USE PL ADHESIVE \ NEW ALUM DOOR J SEE PLAN i, FRAME SHALL FULLY BEAR ON BUCK ANCHOR DOOR PER PRODUCT _ APPROVAL WHITE FINISH, COOED W/ OWNER MBRANF FLASHING PROVIDE SILICONE SEALANT > TECHNOLOGIES. AAMA 714-12: BOTH SIDES _R, EOJAL�OK) STUCCO REVEAL (MATCH EXISTING HOME) D@C�R BUCK DETAIL SCALE 1 2 CTINTRO ' 3 H 'R 2°' HLJOINT SFnCING WHICVLk S ILLSS PL4N LAYOUT CONTPOL JOINT SPACINC R/.KE 3/4" p' W/2, (1/4"VIIJ1 EY ERIC'R FACE UACKLI4 ROD Dh IAII �� AND S=A'_ANT / NTERIOR =ACC Y RAKE 1/4' DETAI� 3C# L_ CC-/l_ A SAME BAR SZE �'^.I' If)VGI_IDN.11 AS V ERTICAL lA I'[ I WA_L REINFORCED - INT=FIOR FACE EXTERIOR FACE MORTAR FULL DETAIL B NO-e THE USE OF SANDAPL AND HALF LNITS 'WTH 30# FELT OR SASH BLOC': L,INITS WITH KEY IS A CONTRACTOR'S OTTON. C:O..T FULL. S_L.�IUCONTROL JOINT DETALS NTS 5/8" EXTERIOR GRADE PLYWOOD SHEATHING SEE PLYWOOD NAILING SPECIFICATION ON PLANS FMAINTAIN EXISTING ROOF SHEATHING UNDER VALLEY SET TRUSSES, ANCHOR VALLEY SET TRUSSES TO THE EXISTING 2X8 ROOF RAFTERS PAST THE ROOF SHEATHING AS SHOWN PROVIDE 8"XS" HOLE ® 24" O.C. TO ALLOW FOR VENTING OF PIGGY BACK TRUSSES NEW CARRIER BEAM UNDER RIDGE NEW TRUSS, SEE DETAIL 5 THIS SHEET PREFAB. ENGINEERED WD. TRUSSES & 24" O.C. (AS PER TRUSS ENGINEER'S DRAWINGS) PROVIDE 6" WEDGE FOR SOLID BEARING, ATTACH W/2-i6D NAILS (TYP) —NO VILE NVRT-16 TWISTED STRAP W/16D NAILS EACH END l /) SECTION @ CONIC PAD SCALE?/4"=1'-O" #4X16" LONG DOWELS ® 40" O.C. EXISTING GONG. SLAB EMBEDDED 5" INTO EXISTING W/ HILTI HIT HY-200 EPDXY SYSTEM LON ON PLAN NEW CONIC. SLAB \� 10 MIL VAPOR BARRIER II III III —III -I '-11-I �II1111�1, II — &-L SAB O.G. CONNECTION CALE NTS i A UNIT TI IS CET!.L SIVILA-2 FOR 48 O.C- NOTE. SEE PLANS & ELEVATIONS FCC 4FILL CMJ LOCITONS- 11 CELL -FILL DETAIL SCALE: NTS APR 12 2922 Town of Gulf Stream, FL FL ARCHnTCT DR RUSSELL RlSIM SIGNATURE DATE LICENSE NUMBER- AR97227 GTsiq rT Russell Rosicki, Architect ALA, NCARB, DARCH, LEER AP DR%GN R ABCHTrEC M FL, U.P 6260 N US HIdHWAY I MELBOURIVE FL 32940 27R NEVVPOIKT R DFF1kF1FI11 BEACH FL 33"2 VOICE 1 954-311-9918 M;0O ]DMM&00MWM= ENGENEM- I NO. DATE, SUBMIS40N o7.OzzI ISSUED FOR PERMITISSUED FOR PERMIT KEY PLAN ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 DETAILS I DATE ALOIECf NO: 4/15/21 2101 SCAIE' I DRAW MO NO. RRR RRR A-7 sue• xo1 8 OF 17 RIDGE VENT NEW BARREL TILE HIP ROOF TO T.O. RIDGE MATCH EXISTING HOME T.O. RIDGE NEW BARREL TILE HIP ROOF TO ELEV- 13'-10" ELEV- 13'-10" MATCH E%ISTING HOME —J4" 2.. 12" B.O. FASCIA ELEV= 9'-1" FINISHED FLOOR ELEV- 0' -0" n NORTH ELEVATION SCALE:1 /4"=1' �4" 12" ­6 6.0. FASCIA ELEV- 9'-1" NEW STUCCO TEXTURE p0'I ON 1OX 10 MASONRY m COLUMNS, COORDINATE W/ OWNER FOR o APPROVED COLOR ° FINISHED FLOOR I ELEV- EAST ELEVATION 1.7 F, OR ", MINIMUM OVERLAP, TYP. a d 6 n REBAR SPLICE DTL SCALE: NTS MIN 12" FTG DEPTH 16X16 MASONRY COL BELOW OR PER LOC ABOVE, SEE FLOOR R40_1 4 PLAIJ AND SECTIONS FOR MORE INFO I 2, b6 d'nRS • i- I ° •CONT14GUS I. ^ N.-W _ . 1 .45LAB OM 'I R D- 4 col PROVIDE •3" ZVER, TY� , e I •4-i✓/7 BARS.— UFa IyTO°COL . NEW 3,000 PSI PC HAUNCH FTG W/ 18" BEARING W/ MONOLITHIC POUR SLAB OVER CRUSHED/COMPACTED GRAVEL TO ACHIEVE MIN. 1,500 PST COMPACTION (SEE SECTION) PROVIDE TERMITE TREATMENT AS REQUIRED BY FRO UNDER AND AROUND FOUNDATION. CERTIFICATE OF TREATMENT SHALL BE PROVIDED. 5 FOUNDATION PLAN SCALE1/4"=1'-O" 10" SQUARE COLUMNS WITH 18" STONE BASE - J - � NEW SINK 771 - i 1 l T f ! 1 COUNTERTOP WITH STOOLS NEW BARREL TILE HIP ROOF TO MATCH EXISTING HOME 10" SQUARE COLUMNS WITH 18" STONE BASE �9'-7" �ETUQCIDFIIABH TO MATCH EXISTING HOME NEW OUTDOOR KITCHEN WITH SINK, REFRIGERATOR AND GRILL TOOLED JOINT (1/4 ��,��DEPTH OF SLAB MIN.) �T I CONTROL JOINT (C.J.) PROVIDE MAX 10' O.C. I/2" W. EXPANSION JOINT MATERIAL PROVIDE 0 PERIMETER EXPANSION JOINT (EJ.) OF SLABS OR BETWEEN POURS OF CONC. SLABS E.O. FASCIA LEV- 9'-1" Ell HID FLOOR ELEV- 0'-O" 0- RIDGE ELEV- 13'-10" B.O. FASCIA ELEV- 9'-1" COUNTERTOP WITH STOOLS FINISHED FLOOR ELEV= o'-D" NEW SINK DRINK REFRIGERATOR l �) SOUTH ELEVATION SCALE:1/4"=1' � 12" 4" \10 CONTROL/EXP. IT DTLS �/ SCALE: NTS O 6 A-8 J A-8 NEW CONTROL JT PER- j a CONC PATIO NEW EXPANSION JT PER DETAIL THIS SHEET THIS SHEET . .EJ - - --DETAIL - __? �I I� I � I ,I BEAM ABV I J REF C I 3 \H i I A-8 4 I CONCRETE GLAD � A I 40PE.. ql I m � / S i N e P\\I_CV Wig �`• WI 4 SJvnl-R O tIT H=N p I p �j A--'J I I I BEPL ABV 4r GRADE I ________ ---- BROOM FINISH CONCRETE, 2 NEW OUTDOOR KITCHEN WITH SINK, REFRIGERATOR AND GRILL 0 h CONC. PATIO WEST ELEVATION SCALE :1/4"=1' FLASHING W/ DRIP EDGE 10" SQUARE COLUMNS WITH 18" STONE BASE NEW PAVILION OVER MASONRY COLS_ SEE FLOOR PLAN AND CROSS SECTION NEW BARREL TILE HIP ROOF TO MATCH EXISTING HOME 10" SQUARE COLUMNS WITH 18" STONE BASE 19/32' CDX APA PLY WD RF SHEATHING EXT GRADE APA RATED 32/16 OR BETTER SE C CRIED W/ BD RING SHANK NAILS 0 6" OC, 4" OC 0 ALL EDGES COL. COL. W _ NEWS) 1.75X14 2.0E LVL BM _ BELOW__ 2' 6" 15' 4" -- 18' 0" COL BELOWI AI W II ml A R. h PI�I I\ I AVI_ION f of WI d RIDGERR x1 VENT sI A � �I �I �I 23-1" EW 2X4 TRUSS RF @ 24' OC PRO NEE BY OTHERS (SUBMIT TRUSS DWG. TO ARCHITECT FOR REVIEW) _ NEW�3) 1_75X14 2.0E LVL BM _ CoL. COL. II BELOW ur BELOW II II II UDR LDR COORDINATE W/ OWNER (TYR) MAX WORST CASE UP J q-8 = 906.4# VS, 1,127# AS PROVIDED PAVILLION FLOOR PLAN 7 ROOF PLAN SCALE:, /4"=, SCALE:, /4"=1'-O" NEW BARREL TILE ROOF TO MATCH EXISTING HOME IN ALL ASPECTS. CC TO SUBMIT NOA TO AHJ & ARCHITECT FOR REVIEW/APPROVAL 4" ALUM. GUTTER W/ (2) 2X3" DOWNSPOUTS TO GRADE/SPLASH PADS O DOW LABEL WINDOW [ppy{E ov�0000000v ovmm �voeeeevo ©s�aaaaasss 0­-DOOR LABEL DOD' SCHEDULE MNG EXTERIOR PANEL DOOR APR 12 2022 i own of Gulf Slream, FL USE NU VUE NVP,T-12 TRUSS STRAPS 0 24" WW,M W/ STUCCO FINISH AROUND LVL OC W/ (12) 10D NAILS BEAM (MATCH EXISTING HOUSE TEXTURE) 2X6 WD PLATE ATOP _WWM W/ STUCCO FINISH CEILING UNDER BEAM. SEECURE ON NEW 2X4 FURRING' 0 12" OC (MATCH W/ 1/4" X 4" SIDE EXISTING HOUSE COVERED PATIO CEILING STRONG DRIVE SCREWS AT TEXTURE) 6" OC STAGGERED USE LU24 JOIST EW 2X4 SCISSOR TRUSS ROOF 0 24" OC HANGERS BY SIMPSQN, NOA a BY TRUSS ENGINEER. CLAD WRAP BOTTOM FL10655-R4, UP CAPACITY CHORDS 0 24 OC TO MATCH EXISTING =715# RAFTER TAIL' AT HOUSE IN ALL ASPECTS XTERIO LATEX PAINT ALL EXPOSED SURFACES BY MARQUEE OR EQUAL EW BEM PER PLAN SECURED SIDE BY N'—Z, fi, SIDE W/ 1/4'X4" SIDS SCREWS BY CLAD WRAPPED RAFTER SIMPEON 0 9" OC STAGGERED TAILS TO MATCH HOUSE RAFTER TAILS IN ALL 2X PT WD PL ON EXTERIOR FACE, BUILD ASPECTS OUT TO B FLUSH W/ COLUMNS ENSURE HOOKS ARE SPACED I AT COLUM /BEAM USE (1) SIMPSON ECCLOM NO MORE THAN 5" APART CONCRETE FL#13904.1, PIER CAP HOLD-DOWN, NOA UPLIFT CAPACITY = 7,830# EA NOTE: USE 60KSI REBARS,/i( (MAY REP ICATE USING STEEL PROVIDER) 35GO PSI CMU BLOCK, (4) #7 B IRS VERTICAL W/ �{3 CELLS 3,000 PSI MORTAR FOR FILL STIRRUPS AT 12" OC & 2" COVER i6X 16X7 5/8 MASONRY BLOCK PIERS USE (2)�'6 BARS CONT. POURED SOLID W/ 3,000 PSI GROUT. IN ROOTER \ QUANTITIES AND LOCATION PER PLAN PROVIDE E%P JT ® AND TE TURED STUCCO FINISH PERIMETER OF PAVILLION COLUMN PERIMETER (MATCH HOME) WHERE MEETING POOL USE WW 1.4X1.4X4 SET 0 CENTER & PATIO GO NCSLAB •4' TURNDOWN INTO HAUNCH FTG 0 PEIdMETE R MIN. 12" BELOW GRADE Y/� ONT OL AND EXPANSION JOINTS - - PER ORRESPONDID. DETAIL USE 3,000 PSI CONC. 10MP CTED/CRUSHED RCA TO ---- AIHIEIE COMPACTION OF 1500 PSF PARTIAL CROSS SECTION @ PAVILLION SCALE1/2" -1'-D" FL AAE4QIECT DR R1,MU ROOM S[ONAIURE: DATE DC@SE NUMBER: AR97227 G� 7 rr11 j Russell Rosicki, Architect AL4, NC.ARB, I ARCK I FFT] AP DPMCFN R ARCERTFJ= PL, I.I.P 6260 N US MC3MWAY I A.1RnURNE FL 32940 278 NEWP'ORT R DFFRFTRi TT BEACH FT.. 33442 VOICE : 95h371-" IIJP(Y DF�6I'BtARCfB1ECISCUM ENCID IIi: NO. DATE SUBMWON 0].02.21 ISSUED FOR PERMIT 1 103.07.21 RE -ISSUED FOR PERMIT LEY PLAN: N ALTERATION LEVEL III I 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 PAVILION FLOOR, FOUNDATION, ROOF PLAN, ELEVATIONS & DOOR + WINDOW SCHEDULE DATE PROJECT' NO.: 4/15/21 2101 SCA3E' DMNANO M. AS NOTED DRAWN BY: RRR BY: A— 8 RRR SHEEP N0: 9 OF 77 PATIO PATIO wPIAp Our otu O 8 _NBB _ HER `\ W.I.C. \ BIO 121 FIAT f.� A 1 e I 1 VAULTED CLG MASTER VIES, I BED i-4r�vB 122 // \`\ / R90 FLAT CLG (p NA, YYINR � 1YNP� I �BiD PATIO ® W12 ®Al2 I 12 (Jp'"12 mi ® FIREPLACE / NEW WALL SCONCES y,I FLANKING NEW FIREPLACE {U)F'A, 2 12 I \ / 1 1 OE NAT 1 l 1 I 1 OK'� I 1 I I KENO I SUNROOM 1 I 110 \ I \ I 1 I FIAT CLG �N� *A,2 jlI1*12 GE // \ t _ ` SYMBOL INDICA NEW OFT I FLOOR BOX OU L S TESTED I INTO NEW CON STAB (T1'P) 1 I GN I I - L--- NEW SWITCHES FOR NEW PAVILION LIGHTS AND FA SEE E-2 SHEET UNDERGRND 1.5"DIA CONDUIT TO PAVILION CRKTS— SEE E-2 SHEET FOR ELECTRICIAN TO PROVIDE ELECTRICAL PLAN � TAMPER RESISTANT OUTLETS FOR NEW PAVILION IN TRI AS REQUIRED BY CODE PER AREA NEC 406,12; FBC RE E4002.14 ELECTRICIAN TO PROVIDE SHORT CIRCUIT CALCULATION FOR SERVICE INCLUDING INFORMATION FROM THE POWER COMPANY STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE SERVICE EQUIPMENT IS ADEQUATE. THIS SHALL BE PROVIDED BEFORE POWER RELEASE INSPECTION IS ACCEPTABLE. IN ACCORDANCE W/ NEC 110.9, 110.10; FBC RE E3606.3 0l �� ) ELECTRICAL PLAN �� SCALe1/4"=1'-O' WPGFl 9� Y-1l \ T w� 'r/"B13 1_ILJF9Tb / \ \ 1 MASTEFED MASTER / IJ ®\ BATH I HIS'W10 � ®F 119 \ / 99 � 7 CLG \ �\ O/ w \ NEW DEMO EXISTING MALL F T CLG 1 k NEW o' A2NAEE-___�NBl__FLAT -� SUB L V• I LJ®EB) U \ EXISTING AA \ GARAGE 'N ATTIC \\ 118 9 F - F' NTO A24 \ / ATTIC LIGHT E G EP EXISTING HIGH HATS AND COLLAR b ,NA24 iIE TO BE REMOVED WITHIN NEW N— _ ��_ K TL AREA OF WORK Cµ, L 174 123 N517 W EI I R 1 16 16 AID NBC - \ I KA I I \�/ "AV4 \----` NEW ELEC, I O 1 2 2 {,_A��F' 1 \ TANKLESS HOT I A241 'I^Aia �¢NAlq �� �I FOR NORTHT SUB ER I Ai4 I q�. OF HOME 1, 1N 1 NEW \ N / DEN I 11 At4 I / 113 1 I \ I I O / I EXISTING \I I - -__ "2 EAt6 I 1 103 I I FIAT CI I II I �T11 I 1T�2 A19 AI4 I I I AI / I \ I Mry / I 1 4 I I O MR / 1 NI SLOPED CLG FLAT CLG ISLOPED CLG Np14 O \ 1 1 SEE SECTION l ION ---- t414 11 1 A-4 FOR NEW VAULTED NEW PENDENT LIGHT ATTACH D TOAta 111 1 CEILING DETAIL i EXISTING COLLAR TIE I /TIE / _ 1 NA 1 \yy�yyp�A14 �� SD NA14�`\ "/EXISTIN 4 \ ON "*"'- A._t___\_________ -�At4J FOOOR \�'� B12 III `EXISTING COLLAR TIE I VAULTED CLG A '..1INNER 1ABIRET LED NE PENDENT 1STRIP LIGHTS 1 EXISTING COLLAR 'I — _ III 1 • _RENOV. 6,KITCHE IT 0-41 e III . 11� ' R III 111 111 1INDICATE'-N UNDER MOTION SENSE STRIP LIGHTS WALL LIGHT FLAT CIG TO on AT NEW 1 CA HO I,� • N% IJ1 CV ILCJ 4 �II-AL•jl$ i I i •I ill 'AJ Tl SJ (ISTING ELECTRICAL 1 �il REMAIN IN THIS AREA_ p IirL .� I �� E%.'Ilrf rBEDROOM I05 1-I FROO1O FLAT CL I. l�J -14A31 FLAT CLG EXISTING -0 CLOSET IpJ lCJ - - l4Z 37 J I ALL EXISTING ELECTRICAL TO REMAIN IN THIS AREA. INCOMING UNDERGRND III //nI CKT 5.7 Al FPL SERVICE / LOAD CENTER EXISTING POOL) UPGRADE EXISTING 200 (8)20A GFCI CKTS TO OUTDOOR LIGHTING. RECEPTACLES, EQUIPMENT SERVICE TO 300A. SPRINKLER AND POOL EQUIP. ' W/ (4) SPARE LIGHTING III LANCE NOTE A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES CKT 1 20A CKT 2 20A SHALL BE HIGH-EFFNACY LAMPS OR A MINIMUM OF 75 PERCENT OF THE PERMANENTLY I 3 2CA CKT 4 20A INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS PER FBC EC C405.1, CAT 5 20A CKT 6 21A 2P R404.1 CRT 7 20Al2P CKT B 2.1 ALL EXISTING ELECTRICAL TO REMAIN IN THIS AREA. ALL EXISTING ELECTRICAL TO REMAIN IN THE GARAGE. ELECTRICAL SYMBOL LEGEND M �j.�/L (/�� CEILING FAN W/LIGHT DUPLEX RECEPTACLE 120/240 ( DIWI RECEPTACE 240 VOLT RECEPTACLE @� GRIND. FAULT INTERRUPTER REC. W WATER PROOF OF (GIRFX RECEPTACLE 12P✓) SURFACE MOUNTED LXRR RENDNTT LIGHT HIGH TNT 'RA RECESSED VAPOR PROOF LIGHT DECTRICk SNITCH 3 - WAY SNITCH I&EF EXHAUST FAN ELECTRIC PANEL "SD SMOKE/CO DETECTOR -t- SCONCE N NEW E EXISTING R RELOCATED CU —EOUIPMENT TYPE 1 —EQUIPMENT NUMBER EXISTING EQUIPMENT O NEW EQUIPMENT CONNECT NEW TO EX. ® KEYNOTE SYMBOL COMBINATION CO/SMOKE INTERCONNECTED/HARDW. DETECTOR ' NOT ALL SYMBOLS MAY APPEAR ON PLANS GENERAL NOTES A ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. B. CONDUIT SHALL BE ROARED AS HIGH AS POSSIBLE AND PARALLEL TO WALLS.CONDUIT PEN ETRATO NS THRU WALLS SHALL BE MADE PERPENDICULAR TO THE SURFACE OF THE WALL. SEAL AROUND OPENINGS WITH AN APPROVED FIRESTOPPNG MATERIAL WHERE CONDUITS PENETRATE FIRE -RATED WALLS. C. COORDINATE THE EXACT LOCATION AND POWER REQUIREMENTS OF MECHANICAL&PLUMBING EQUIPMENT WITH THEIR RESPECTIVE TRADES. D. 4L RECEPTACLES WITHIN 6 FEET OF A SINK AND A SOURCE OF WATER SHALL BE GROUND FAULT CIRCUIT INTERRUPTER IGFCD PROTECTED, E. ALL EXTERIOR RECEPTACLES AND RECEPTACLES IN GARAGE SHALL BE GROUND FAULT CIRCUIT W ERRUPTER (GFI,) EXTERIOR TO BE PROTECTED AND HOUSED IN A WEATHERPROOF ENCLOSURE. F. INSTALL ELECTRICAL DISCONNECTING MEANS AND FINAL POWER TER14IMTIONS FOR MECHANICAL AND PLUMBING EQUIPMENT AS REQUIRED BY THE EQUIPMENT MANUFACTURER. SOME MECHANICAL EQUIPMENT HAS BEEN SPECIFIED WITH INTEGRAL ELECTRICAL DISCONNECTING MEANS AND WEATHERPROOF, GFI CONVENIENCE RECEPTACLES. CONFIRM THAT THE EQUIPMENT HAS BEEN PROPERLY MANUFACTURED AS SUCH AND PROVDE FINAL CONNECTIONS AS REQUIRED. G. EXACTLOCATIONS OF ALL RECEPTACLES WILL BE COORDINATED WITH THE ARCHITECT AND C OWNEAMOR TO INSTALLATION. H. THIS ELECTRICAL PLAN IS INTENDED TO SHO'NSCHEMATIC EOUIPMENT CONNECTION LOCATIONS AND THEIR RESPECTIVE MRNG REQUIREMENTS, THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ACTUAL CONNECTION REQUIREMENTS FOR EACH PIECE OF EQUIPMENT AND FURNISH AND INSTALL ANY ADDU10NA1 OUTLETS, JUNCTION BOXES, DISCONNECT SWITCHES. CONDUIT AND WIRING AS REQUIRED FOR A COMPLETE AND OPERADONAL INSTALLATION AS REQUIRED BY CODE AND BY THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. FL ARCH FECP DR RIISSDI ROSTCXJ SIGNATURE DATE LICENSE NUMBER AR9= CTS *TrT �_ Russell Rosicki, Architect ALA. NCARB, DARCH. T IAR.F) AP DESIGN R ARCkEnECI'S FL. LLP 6260 Nr US HIC3HWAY I IvIEJ_BOi7RNE FL 32940 278 NEWPORT R 13EEPSiERF D BEACH 1!- 33442 010E : 954-371-94 M n DE9GFI8A8CEIIITI`I UCOM ENGENEER KEY PLAN: ISSUED FOR PERMIT RE -ISSUED FOR PERMIT KEY NOTES 1. NEW 108W LED GIMBLE RECESSED IC RATED 4. OOWNUGHT TYR FOR RECESSED LIGHTING SHOWN 2. NEW WEATHER RATED IDEA WALL SCONCES ON PAVILION SEE E-2 SHEET 3. ALL COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE CONNECTED TO NEW CKI k ENSURE ALL ARE INTERCONNECTED AS RED. ALTERATION LEVEL III C 121 CFM EXHAUST TAN I" BATHROOM SHALL BE INSTALLED ON I'S OWN SWITCH. 5. PROVIDE NEW SWITCH AND LED SURFACE MOUNTED LIGHT FIXTURES IN ATTIC, NEAR ATTIC ACCESS, AND SECURE. TO BOTTOM CHORD OF ROOF TRUSS. 6, NEW AND , SEE MECH, PLAN, 240V CKT 7. NEW INTERIOR 42-SLOT ELECTRICAL PANEL, COORDINATE EXACT LOCATION WITH OWNER, SEE PANEL SCHEDULE •A' 2520 AVENUE AU SCILEIL 8. RECESSED LIGHTING IN CLOSETS SHALL HAVE A PROTECTIVE LENS OVER THE BULB (TYP). DELRAY BEACH, FL 33483 9. NEW 42-SLOT SUB PANEL LOCATED IN GARAGE. SEE PANEL SCHEDULE N' TrIIa ELECTRICAL PLAN AND PANEL SCHEDULE 4/15/21 2101 SCAIE' AS NOTED DRAWITNG NO.' E-1 DRAWN Br - ITS 0 2 4 8 1/4" - 1' 0" NORTH BY, ERR SFiEBI' NO.� 12 OF 17 FL ARCI♦TIECP DR RUS4ll ROOM SIGNATURE 1.5" CIA CONDUIT \ \ 1 FROM PANEL "A" FOR SERVICE TO PAVILION CRKTS \ REF i I NEW PAVILION LIGHTING & FAN CONTROLLED BY 1 - \� /. SWITCHES AT WALL OF I I F MAIN HOME, SEE E-1 I I S� 2 I.. SHEET FOR LOCATION NEW PAVILION W/� X - 1 xA32, - WITH \SUMMER \ / KIT�N �T}I 1 \\ I O..qI �/ WWT1I \L�A34GI I v------------------------y l I ) PAVILION ELECTRICAL PLAN SCALE:1/4"=1'-0" 2 4 8 1 1/a" = 1'-0" NORTH NO s: 1. CIRCUIT PROTECTED BY 15 AMPS SNALL BE 'AIRED WTH 114 AWG, 20 AMPS WITH AWG, 30 AMPS WIN 110 AWC, AND AO OR ED AMPS WRH #B AN'G, ADD 70 AMP WHEN /4 AWG 2. CONTRACTOR TO FIELD VERIF THE LOAD BEFORE CONNECTION 10 ANY EQUIPMENT AA' FAULT CIA: UIL- NTERRUP2P PFQRCIbN PCOMRED: WHERE A RECEPTACLE OUTLET IS SBPPBED BY A BRANCH CIRCUIT THAT REQUIRES ARC -FAULT PROTECTION AS SPECIFIED IN THE CODE A REPLACEMENT RECEPTACLE AT THE OITILD SNAIL. BE ONE OF THE FOLLOWING: I. A LISTED OURfF BUNCH CIRCUIT TYPE ARC -FAULT CIRCUIT INTERRUPTER AGOEPTACLE 2, A RECEPTACLE PR07M BY A DODGE GUILD BRANCH CIRCUG TYPE ARC -FALL= CIRCUIT INTERRUPTER TYPE RECEPTACLE 3. A RECEPTACLE PROTECTED BY A LISTED COMBINATION UK CC -FAULT CIRCUIT INTERRUPTER TYPE CIRCUIT FROMM NEW MAIN BREAKER DISC. FOR GENERATOR AS PER MANUFACTURE SPEC. NEW 1-1/4" FLEX TUBING TO GENERATOR FROM DISC, W/ 3-1/0 THHN GAS GENERATOR SIZE, TYPE AND TANK LOCATION TO BE DESIGNED BY OTHERS 65A UNDER SEPARATE PERMIT APPLICATION GAUTIDNu THE LOCATION OF THE GENERATOR MUST MEET MINIMUM CLEARANCE DISTANCES FROM THE NEW NAT. GAS EXTERIOR WAIL AND WINDOWS OF THE HOME. GENERATOR VERIFY EXACT LOCATION WITH FIRM RESPONSIBLE FOR DESIGN AND COMPARE WITH THESE PLANS TO ENSURE MINIMUM DISTANCES ARE ACHIEVED IN ACCORDANCE WITH THE LATEST FUEL GAS CODE. SUBMIT SHOP DRAWINGS TO ARCHITECT AND MU FOR APPROVAL. NEW (2) 5/8" CIA GROUND RODS FOR BACKUP GENERATOR 3 TYPICAL MOUNTING HEIGHTS TOP OF FLUSH AND SURFACE MOUNTED ELECTRICAL -R LIGHTING OR POWER PANDBOARDS AND TELEPHONE WINES WALL -MOUNTED ELECTRICAL ONCE BONING o SWTCHES. THERMOSTATS, AND TELEPHONE/ INTERCOM HANDSETS, ETC. - TOP OF BOX ELECTRICAL RECEPTACLE, TELEPHONE OUTLET, -4 TELEVISION OUTLEL COMPIIEER/DATA OUTLET - NOTION BE BOX W-0' FINISHED FLOOR NOTES. MOUNTING HEIGHTS 10 CENTER O OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSIRUCRON THE ABOVE MOUNTING HEIGHTS SW.LL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK COURSING, E ALL CIRCUIT BREAKERS SERVING RECEPTACLES WHICH ARE NOT AVAILABLE WITH INTEGRAL GFI PROTECTION, SHALL BE GFI TYPE GRCLIT BREAKER. 3. CONTRACTOR SHALL PROVIDE A LOCAL LOCKABLE DISCONNECT SWITCH FOR ALL MOTORIZED OR PACKAGED EQUIPMENT WHICH IS HARD AIRED. WHERE UNABLE TO DO 50 DUE TO SPACE CONSTRAINTS. THE CIRCUII BREAKER FROM WHICH THE RESPECTNE EOLIPMENT 6 FED SEVLL HAVE PROVISIONS FOR LOCKING 11 IN THE OFF POSITION. MAIN PANEL: 300A INTO EOU1P. GROUND BUS VOLTAGE 208/12D AD BATING: 10,000 N. 300o NEW PANEL SCHEDULE. "A" NUMBER DF CKTS: 42 MTG ACCESSED CKT# "A MINIMUM BUNCH CIRCUIT POLE BKR EQUIPMENT EXIST/NEW EXIST/NEW EQUIPMENT BKR- RULE MINIMUM BRANCH GIRCOT KVA CRT# 1 1500 2#12. #12G 3/4-C IP 20A WASHER NEW NEW AIR HANDLING UNIT 1 4Dq AM 21 2#8, 18G 3/4'C 720 2 3 630 2112. #12G 3/4 C 1P SEA LAUNDRY RM LOTS NEW 218, #BG 3/4-C 720 4 5 2500 2#10. #IOG 3/4'C 2P 3OA 30A DRYER NEW NEW AIR HANDLING UNIT 2 40A 40A 2P SIB, #BC 3/4 C 720 6 7 250D 2110, 11O 3/4"C 2JUN #8G 3/4-C 72D 8 9 15110 2112, 112G 3/4'C IP 20A LAUNDRY HIM GH RECEPT. NEW NEW ATTIC LIGHTS 151 IP 2#14, #14G 3/4'C RUN 10 11 630 2/12. 112G 3/4'C IP 20A KITCHEN LIGHTS NEW NEW SUNRCOM LIGHTS/RECEPT 20A 1P 2#12, 112G 3/4'C 6M 12 13 1440 2112, #12G 3/4-C 1P 2QA REFRIGERATOR EXIST NEW GENERAL LOTS EGA 1P 2112, #12G 3/4"C 630 14 15 4000 2#6, 16G 1-C 2p 50A 501 KITCHEN OVEN NEW NEW GENERAL OUTLETS 20A 1P 2#12, J12G 3/4"C 6M 16 17 4000 SIB, 16G I-C 50 GALLON HOT WATER BEAUS EA WE IN A71C SOUTH SID, OF HOME 40A tl' 2P 218 18G I-C 3D00 18 19 5D0 2112, #12G 3/4% IT SEA GARBAGE DIED _ EXIST 2#8, #8G I-C ZERO 2D 21 1500 2#12, #12G 3/4"C 1P 20A DISHWASHER NEW NEW SMOKE DETECTORS I5A 1P 2114, 114G 3/4-C 630 22 23 1500 2112, #12G 3/4-C IP SEA MICROWAVE NEW NEW COND. UNIT I 5" EGA 2P 2#6, BIG 1'C 3120 24 25 200D 2112, #12G 3/4-C IF 20A RANGE LOGO NEW 2#6, IRS I-C 3120 26 21 1500 2#12, #12G 3/4-C IF 20A SMALL APPLIANCE NEW NEW COLD. UNIT 2 5pA ODA 2P 2#6, 18G 1"C 3120 28 29 1500 2#12, #EG 3/1-C 1P 20A SMALL APPLIANCE NEW 2#6, INS 1'C 3120 30 31 1500 2012, #12G 3/CC 1P 20A SMALL APPLIANCE NEW NEW PAVILION LIGHTS/ FAN 2U4 1P 2#12, 112G 3/4 C 630 32 33 630 2#12, #12G 3/4'C IP 20A BEDROOM 1G5 LGTS/RECEPT. NEW NEW PAVILION WP GFI RECEPT. 20A 1P 2#12. #12G 3/4-C 150D 34 35 63D 2#12, 11125 3/4"C IF 20A BEDROOM 107 LGTS/RECEPT. NEW NEW PAVILION REFRIGERATOR 20A IF 2#12. #12G 3/4'C AM 36 37 63D 2112, #120 3/4"C IP EGA BATHROOM 108 & 106 LIGHTS NEW -SPARE- -SPARE- 38 39 1500 2112, #12G 3/4'C 1P 20A BATHROOM 108 GET NEW NEW SUB -PANEL 'E' 50.4 VIA 2P 2#6, IRS TO -- 40 41 1500 2112, 112G }/4 C IP 20A BATHROOM 106 GFI NEW 2#6, 480 1"C — 42 Q2 PANEL SCHEDULE SCALE:N TS 2" PVC OR EMT PIPE FROM DISC. TO TRANSFER SWITCH W/ 3-2/0 THHN COPPER WIRE GALV. CHANNEL STRAPS_ W/ 5/16" BOLTS 300 U OMA R EATON CABINET W/ UTIL� TRANSFER METER SWITCH J,000 AIC UPGRADED 300A DISCONNECT W/ 22KAIC RATING UL 651 RIGID 3/4" HPDE CONDUIT INTERSYSTEM BONDING TERMINATION BARS EXTERIOR OF BUILDING I INTERIOR OF BUILDING FOI —3/12/0 THWN CU + 114G EGG IN 2" SCHED 40 PVC CONDUIT 3/4" COPPER WATER PIPE (1)240/120V SINGLE PH 60 HZ (WATER SERVICE TO HOME) MAIN BUS: 300A MC 300A DL_(AIC RATING: 10,000 GROUND ROD CONNECTOR W/ HEX STUD #4 AWG BARE COPPER GROUND CABLE GROUND STUD FASTENDEE TO CTB EQUIPMENT MOUNTING: RECESSED/WALL I�B� �- (2)5/8"X10' GROUND RODS CKTS: 42 W/ BONDING TO COLD 1 ODA SUB PINL "B" 14 AWG COPPER—' GFCI CKTS TO OUTDOOR GROUNDING WIRES, SEE LIGHTING, RECEPTACLES, SPRINKLER LIGHTING, ALL NEW EXTERIOR SERVICE 2017 GROUNDING DETAIL TO AND POOL EQUIP. W/ (4) SPARE NEC SECTION 110.20 EXTERIOR F.P.L. UNDERGROUND FPL WEATHERPROOF INSTALLATION W/ INCOMING SERVICE NOTES: NEMA 3R RATING 1. ELECTRICAL CONTRACTOR TO COORDINATE W/ UTILITY COMPANY FOR ALL WORK ASSOCIATED W/ 312/0 CUT IN 2" UT IN 2 THE INCOMING ELECTRICAL SERVICE. CONTRACTOR SCHED 40 MUST CLARIFY AND CONFIRM WITH UTILITY E C TR I C A E RISER DIAGRAM COMPANY THEIR POINT OF RESPONSIBILITY. -INTSEW�IRCUIT5�.41dST�OMP-L WITH NEC SECTION 210.12 Town of Gulf Stream, (=L MAIN PANEL: IOOA MILE EQUIP: GROUND BUS VOLTAGE 20fl 120 AC ME10DDD NEW SUB PANEL SCHEDULE B / NUMBER OF CKTS: 42 MTG: RECESSED CKT# GA MINIMUM BRANCH CIRCUIT POLE BKR. EQUIPMENT EXIST/NEW EXIST/NEW EQUIPMENT BKR. POLE MINIMUM BRANCH CIRCUIT "A CKT# 1 630 2#12, #12G 3/4'C IP 20A HALL LIGHTS/RECEPT. NEW NEW BEDROOM 113 LGTS/RECEPT, 20A 1P 2#12, #12G 3/4 C 630 2 3 630 2#I2, #12G 3/4"C IP 20A MDR RM LIGHTS NEW NEW BATH III LIGHTS 20A IP 2#12. #12G 3/4"C 630 4 5 630 2112 112G 3/4Y IP ODA PWDR ROOM OF NEW NEW BATH III OF 20A 1P 2#12, 112G 3/4'C 1500 6 7 630 2112. #I2G 3/4"C IP 20A GARAGE LIGNTS/SECURITY NEW NEW MASTER BED LIGHTS 20A 1P 2#I2. #12G 3/4 C 630 8 9 630 2#12. #I2G 3/4"C 1P 20A GARAGE RECEPT NEW j NEW MASTER BED RECEPT. 20A 1P 2#12, 112G 3/4'C 630 10 II 1500 2#12, #12G 3/4 C IF 20A MASTER BATH GO NEW NEW OUTDOOR LIGHTS 20A 1P 2#12. #12G 3/4Y 630 12 13 AM 2#12, #12G 3/4'C 1P 20A MASTER SIXTH LIGHTS NEW NEW OUTDOOR WP RECEPT. 20A IP 2#12, #12G 3/4"C 630 14 15 DUOS 2#6, #6G 1-C 2P SOW 50A 5 0 GPM ELECTRIC HW HEATER N NEW -SPARE- -SPARE- 16 17 12,000 2#6, #6G IC -SPARE- -SPARE- IB 19 -SPARE- -SPARE- -SPARE- -SPARE- 20 21 -SPARE- -SPARE- -SPARE- -SPARE- 22 23 -SPARE- -SPARE- -SPARE- -SPARE- 24 25 -SPARE- -SPARE- -SPARE- -SPARE- 26 27 -SPARE- -SPARE- -SPARE- -SPARE- 28 29 -SPARE- -SPARE- -SPARE- -SPARE- 30 31 -SPARE- -SPARE- -SPARE- -SPARE- 32 33 -SPARE- -SPARE- -SPARE- -SPARE- 34 35 -SPARE- -SPARE- -SPARE- -SPARE- 36 37 -SPARE- -SPARE- -SPARE- -SPARE- 38 39 -SPARE- -SPARE- -SPARE- -SPARE- 40 41 -SPARE- -SPARE- -SPARE- -SPARE- 42 WATER SERVICE LINE. GAS, BUILDING STEEL GROUNDING DETAIL SCALE: NTS OPTIONAL METHOD FOR CALC. SERVICE SIZE FOR DWELLING, NO CELLAR UNFINISHED ATTIC NO BASEMENT GENERAL LOAD: GENERAL LTG AREA (5,542.44 SF) @ 3VA/SF = 16,627 VA PAVILION LTG AREA (327.7 SF) @ 3VA/SF = 983 VA 4-SMALL APPLIANCE GIVES = 6,000 VA ELECTRIC RANGE = 8,000 VA LAUNDRY CRT = 1,500 VA E''GTRIC-OR-YLR-- 1,1111A 2- HOT WATER HTRS = 30,000 VA BATHROOMS X4 = 6,000 VA SUBTOTAL GENERAL LOAD: 91,720 VA 1ST 70,000 VA @ 1007 = 10,000 VA REMAINDER OF GENERAL LOAD @ 40% = OAD X 81,720 = 32,688 VA TOTAL GENERAL LOAD: 10,000 + 32.688 = 42,688 VA AC 1 14,016 VA AC 2 = 7,033 VA AHU 1 = 1,800 VA (COOLING LOAD GREATER THAN ITS) AHU 2 = 1,440 VA (COOLING LOAD GREATER THAN HTG) EX POOL PUMP = 1,5DO VA SPRINKLER PUMP = 1,000 VA POOL LTG - 250 VA LANDSCAPE/OUTDOOR LTG = 200 VA SUBTOTAL: 69,927 VA TOTAL PROJECTED LOAD: (69,927 VA / 240V) = 291.36 A PROPOSED SERVICE: UPGRADE TO 300A MAIN SERVICE SYMBOL LEGEND (EELLEECCTTRICAL X}.(.(/L (((������� CDUNG RAN W/UG17 DUPLEX RECEPTACLE 120/240 Qw (SORTABLE 240 VOLT RECEPTACLE @GFI GRIND. FAULT INTERRUPTER REC. WP c'= WATER PROOF GR GET (DUPLEX RECEPTACLE 1201 SURFACE MOUNTED LIGHT PEDANT LIGHT HIGN MAT WA Y$ RECESSED VAPOR PROOF BCHT EIECTRIUL SNITCH 3 - WAY SAITCN ®EF EXHAUST FAR o ELECTRIC PANEL qD SMOKE/CO DETECTOR SCONCE N NEW E EX5RNG R ISLOCATED CU —EQUIPMENT TYPE —EQUIPMENT NUMBER EXISTING EOUIPMENT O NEW EQUIPMENT CONNECT NEW TO EX. ® KEYNOTE SYMBOL COMBINATION CO/SMOKE INTERCONNECTED/HARDW. DETECTOR NOT ALL SYMBOLS MAY APPEAR ON PLANS DATE - ]LICENSE NUMBER AR97227 GTs i Russell Rosicki, Architect ALA, NCARB, DARCM I FFTf AP D&WON R ARCEWMICI'S FL., L.LP 6260 N US MC314WAY I T.mi 1acIUR1VE FM- 32940 xM NSWPORT R 0RFRRfF71'1 BFACM FZ, 3.3442 DICE : 954-371A RI C�iRARCFE7P.CIS.COM ENGINEER NO: LATE SUBM1ES40N - 07.02.21 ISSUED FOR PERMIT KEY PAN ALTERATION LEVEL 1111 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TrDLE PAVILLION ELECTRICAL PLAN & PANEL SCHEDULE DATE PROEB"" NO. 4/15/21 2101 SCALE DRAWING NG: AS NOTED DRAWN BY STS E-2 Br X RRR SFEPBT NG. 13 OF 17 GENERAL NOTE: EL ARCHI OR RUS4Sl ROS" SIGNATURE, THE CONTRACTOR SHALL VERIFY SPECIFIC MANUFACTURER REQUIREMENTS FOR ALL EQUIPMENT PRIOR TO INSTALLATION. ALL PLUMNING SHALL BE DONE IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF THE LOCAL BUILDING CODES, 2020 FLORIDA PLUMBING CODE RESIDENTIAL, AND ALL OTHER APPLICABLE CODES HAVING JURISDICTION. I EXISTING SEPTIC TANK I 1 I I I I 3• 0 I I 3- I I I I I I I I NOTE HOT GERANT KEY NOTES ® PIPING SHALLTIC HAVE R3 EF INSULATION WRAP ATER BEING AIDRORRGREATER I. LULVE EXIST 3/C WATER MAIN FOR CONNECTION TO NEW ELEC HOT WATER HEATERS TO BE INSTALLED 2. CONNECT NEW SANITARY PIPING TO EXISTING SANITARY LINES RUNNING ACROSS HOUSE. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING PRIOR TO CONNECTION. 3, EXISTING HOT AND COLD WATER PIPING RUNNING 70 PLUMBING FIXTURES SHOULD REMAIN WHERE FIXTURES ARE BEING DIRECTLY REPLACED. CONTRACTOR TO ENSURE THAT THE PIPING IS. INSULATED AND SUPPORTED APPROPRIATELY. ALL KIN PIPING MUST BE INSULATED AS PER ENERGY CODE STANDARDS. 4. EXISTING HW HEATER TO BE REPLACED WITH 2 NEW ELSE. HOT WATER HEATERS, ONE LOCATED IN ATTIC TO SERVE SOUTH SIDE OF HOUSE AND ONE MOUNTED TO INTERIOR WALL TO SERVE NORTH SIDE. 5. NEW 1.6 OFF 12' ROUGH -IN TOILET FURNISHED BY OWNER 6. NEW LAV SINK W/ OVERFLOW & BASE CABINETRY WITH COUNTER TO BE SELECTED BY OWNER. NEW SHOWER BODY SHALL BE PRESSURE BALANCING ANTI -SCALD, WITH MAX. 2-5GPM FLOW RATE SHWR HEAD 8. EXISTING 3' SANITARY LATERAL W/ CLEANCUTS AS SHOWN. CONNECTS 10 EXIST 3" SEPTIC TANK. 9. NEW 1/4" WATER LINE 10 RELOCATED REFRIGERAIOR W/ WATER PURIFIER AND ICE MAKER. ENSURE VACUUM BREAKER W/ WATER HOMER ARRESTOR IS PROOfD IF NOT INTEGRAL. 10. HOOKUP D/W CRIME! LINE TO NEW SINK ABOVE NEW P-TRAP 11 . PITCH CONDENSATE LINE IN FLOOR IN OIRECBGN OF ARROW TO EXTERIOR. PROVIDE CONDENSATE TRAP W AIR HANDLER 12. NEW BLED SHOWER BASE PER DETAIL 3 ON P-2 SHEET SYMBOLS CONNECT NEW TO EXISTING ® MECHANICAL KEYNOTE SYMBOL PLUMBING KEYNOTE SYMBOL AC CONDENSATE DRAIN r� (PITCHED IN DIRECTION OF ARROW) O PIPE DROP r COLD WATER PIPING i HOT WATER PIPING UNDERGROUND SANITERY PIPING ABOVE GROUND SANITARY PIPING j 5 VENT PIPING EXISTING PIPING i GATE/BALL VALVE E%ISTING GAS PIPING GAS PIPING GAS PLUG SHUT OFF VALVE GAS SOLENOID VALVE GAS SHUTOFF VALVE GAS PRESSURE REGULATOR OS&Y GATE VALVE CHECK VALVE C POINT OF DISCONNECTION POINT OF NEW C014NECTION TO EXISTING REMOVE UNDER -SLAB PIPING & PATCH CONC SLAB PLLMPING PLAN - 11ALE:1/4'=1'-O" PATIO PATIO t 2-1/2"SI r THE PEDESTAL TUB VALVE SHALL HAVE A PRESSURE (E) 3/4' LIMmNG 11V11 PER EBC IL 4145 MAIN DEMO EXISBNG HOT WATER ❑ � HEATER 4 7-1 HER I I, <\\I W.IC L__, 12 HIS W.I.C. "m mVIA-i MASTER BED 122 2❑ C 3"S (E)3"S NE ELEC. TANKLESS HOT WATER H E PATIO I I I I I I RENOV. SUNROOM 110 RILOCATED MASTER BATH 119 II� — — CL_ CL. 123 124 EXISTING 103 I (N)SS I© o I ❑1 I(E)3'S I I I I rN W OATEY NEW 50 GALLON EL C. HOT WATER HTR IN ATTI TO NEW PAVILION FOR USE I DIRECT REPLACEMENT OF ALL FIXTURES IN -11011 LOB 7- E%ISTING NURSERY 107 �2' S TO NEW PAVILION FOR USE WASTE LINE COMING FROM AT GRILL SEE P-2 SHEET 3/4• PAVILION SINK SEE P-2 6 3/4' SHEET w1 EMERGETONCY I. GENERAR NATURAL CIS TANK RND, DESIGNED AND SIZED B SIZED BY OTHERS O RENOV. KITCHEN I 2'S 10 NEW OA1EY"TF AIR ADMI. VALVE 2 PVC — (E)3'S �1 77 F- - vRIB EXISTING SWITCH EXISTING / SHOWER TO N CONDENSATE IN �G'—NF OF ARRO"CLOSEEXISTING . CLOSET CLOSET 06 i08 O EXISTING FOYER i00 O NEW DEN 113 NEW LAUNDRY 102 DIRECT REPLACEMENT OF ALL FIXTURES IN BATHROOM III EXISTING BEDROOM 6 105 -1/2"S DATE V�uS;Tff- � - Russell Rosicki, Architect ARA, NCARB, DARCH, LEER AP DESIGN R ARCHITECTS FL, LLP 6260 N US M401-1WAY I M Et -BOURNE F'L 32940 278 NEWPORT R DEERFIELD REACH FL 33442 VOICE : 954-371-5949 INFO a DESIGNRARCHITECES.COI ENOD EPR- I NO. DATE I SUBMISSION I KEY FUNt lk III I Ili Qp TO �o ��N DEMO EXISTING--- HOT WATER //// HEATER DEMO MAIN 3' WATER LIN� d CONNECTION TO EX TIN NORTH ALTERATION LEVEL III 2520 AVENUE AU SOLEIL DELRAY BEACH. FL 33483 PLLMBING PLAN DAZE PROMECI NQ� 4/15/21 SOLE: DRAWMG NO: AS NOTED DRAWN Dr. STS Cii— -P-1 RRR SBPFI' NO.' 14 OF 17 STRUCTURAL NOTES: STRUCTURAL DESIGN SHALL CONFORM WITH ALL LOCAL & FEDERAL ORDINANCES AND BUILDING CODES (FLORIDA BUILDING CODE RESIDENTIAL 2020) DRAWING DIMENSION & COORDINATION: DIMENSIONAL INFORMATION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT STRUCTURAL, MECHANICAL, ELECTRICAL, AND INTERIOR DESIGN DRAWINGS TO SOPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS A PREVIOSLY PLACED MATERIAL WITH A MORE RESTRICTIVE TOLERANCE THAN THE IN -PLACE MATERIAL. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES EXCEEDING 3% BETWEEN FIELD MEASURED DIMENSION AND SCALED DRAWING DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH THE WORK. WHERE A LINE OF STRUCTURE OPENING LOCATION OR DIMENSION IS CRITICAL AND BASED ON THE REQUIREMENTS UIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR; THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS AND ALL MECHANICAL AND ELECTRICAL OPENINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND ENGINEER FOR APPROPIATE ACTION. CAST IN PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301. ALL REINFORCING CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTH OF 3500, U.O.N. CONTRACTOR SHALL SUBMIT ALL CONCRETE MIX DESIGN FOR REVIEW, CONCRETE MIX SUBMITTAL SHALL COMPLY WITH SECTION 4.3 OF A.C.I. 318 AND MUST SHOW STRENGTH DATA AT 7,14 AND 28 DAYS. STANDARD DEVIATION AND MODULUS OF ELASTICITY. CONCRETE COMPRESSION TESTING TO COMPLY WITH LOCAL BUILDING CODES. PROVIDE CONCRETE INSERTS AS PER ARCHITECT OR MECHANICAL ENGINEER'S REQUIREMENTS. CONCRETE REINFORCEMENT: WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318-99. CRSI "MANUAL OF STANDARD PRACTICE". BARS SHALL CONFORM TO ASTM SPECIFICATION AG 15(51), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. CONCRETE COVER REQUIRED AS FOLLOWS: ' CAST AGAINST AND EXPOSED TO EARTH 3" * FORMED, EXPOSED TO EARTH OR WEATHER # 6 AND LARGER 2" # 5 AND SMALLER 2" ' SLABS AND WALLS, NO WEATHER EXPOSURE 2 HER FIRE RATING & LESS 1" 3 HR. FIRE RATING & MORE 1" CONTRACTION JOINTS IN SLABS IN SLABS & BEAMS MAY OCCUR WITHIN THE MIDDLE 1/3 PORTION OF THE SPAN. CONTRACTION JOINTS SHALL BE KEYED WITH 1-1/2" KEY. STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE DEATILED, FABRICATED AND ERECTED ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STRUCTURAL STEEL TO BE DOMESTIC ORIGIN AND CONFORM TO: ANGLES & PLATES ASTM A36 PIPE ASTM A53, GRADE B TUBES ASTM ABDO, GRADE B ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS OR WELDING. BOLTING TO BE IN ACCORDANCE WITH RCRBSJ SPECIFICATIONS. ALL STEEL AT AND BELOW FINISHED GRADE TO BE FIELD PAINTED AND COVERED WITH A MINIMUM OF 2" CONCRETE. CONTRACTOR TO VERIFY STRUCTURAL STEEL FIRE PROOFING WITH ARCHITECTURAL DESING. TESTING ALL TESTING SHALL BE MADE IN ACCORDANCE WITH THE F.B.C. RECOMENDATIONS. GROUTING USED FOR SUPPORT OF BASE PLATES IS NON-SHRINKI GROUT 5000 P.S.I. WELDING REINFORCED MASONRY WALLS: 1- HOLLOW LOAD BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE 1, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NE t AREA OF f'-1500 PSI. 2- MOTAR SHALL CONFORM TO ASTM C-270, TYPE "M" WITH A 28 DAY STRENGTH OF 3,000 PSI UON. 3- LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 4- MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 5- THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 6- VERTICAL REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX NCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR -DIAMETERS, PROVIDE BAR SPACES AS REQUIRED. (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN 1 # 5. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY. (E) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON -CONTINUOUS END OF THE REBARS. 7- HORIZONTAL REINFORCING: ALL WELDING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STEEL' D1.1 - AND AS INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES. WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES TO BE IN ACCORDANCE WITH AWS' SPECIFICATIONS. ANY STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLE REINFORCED. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL AND NATIONAL BUILDING CODES AND GOVERNING REGULATIONS. PRECAST CONCRETE LINTELS SHALL BE PROVIDE AT ALL MASONRY OPENINGS AS REQUIRED WHERE NO MASONRY EXISTS FOR LINTEL BEARING, PROVIDE DOWELS FROM COLUMN AND POUR IN PLACE. SHELF ANGLES MAY BE USED IN LIEU OF CAST CONCRETE (4"x 4"x 3/8" WITH 2 3/4" DIA. ANCHOR BOLTS). MAXIMUM SLAB OPENINGS THE EQUIVALENT OF STEEL INTERRUPTED BY OPENINGS TO BE ADDED TO SIDE AT MINIMUM SPACING (2" C/C). BARS SHALL EXTEND WITH A MINIMUM LAP OF 4-1/2" TIMES BAR NUMBER BEYOND OPENINGS. ALL LUMBER SHALL BE MINIMUM CONSTRUCTION GRADE (1000 PSI) UNLESS OTHERWISE NOTED ALL LUMBER IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED WITH A RECONIZED WOOD PRESERVATIVE OR PROTECTED BY METAL PLATES OR OTHER APPROVED CONSTRUCTION MATERIAL. S-1 S-2 5-3 CANTILEVER 0.3 5-1 f3LB-1 tM S-2 0.3 S-2 1/2 S-3 'C" BAR 'E" BAR "E' IS (END TOP BAR TOP BAR TOP BAR SEE NOTE 10 TYP. SEE NOTE EDIT. BAR �'� BOTT. BAR 10 (TYP.) BOTT. BAR SPACED FROM SUPPORT SPACEDOMOMS SUP HOOPS OR STIRRUPS FACE AS SCHEDULED FACE AS SCHEDULED BOTTOM BARS - TOP BARS - "E" BARS BENDING DIAGRAM FOR CAST IN PLACE CONCRETE BEAMS PROVIDE STANDARD, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY 2nd BLOCK COURSE W-4" O.C. VERTICALLY) LAPPED 6", PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND 'L' INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 8" EXTENSION INTO AREA OF POUR. 8- CELL FILLING CONCRETE SHALL BE "PEA ROCK" CONCRETE MIX WITH f'c=3,000 PSI MIN. AT 28 DAYS. 9- PROVIDE CORNER BAR AT ALL MASONRY BEAM INTERSECTIONS AND CORNERS, CORNERS BARS SHALL BE SAME SIZE AND QUANTITY AS SCHEDULED BEAM REINFORCING EXTENDING 18" IN BOTH DIRECTIONS. 10-ALL WALLS SHALL BE BRACED UNTIL THE STRUCTURE IS FULLY INSTALLED AND COMPLETED. 11-MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH S.F.B.C. 305.3 12-CONCRETE MASONRY BELOW FINISH FLOOR SHALL HAVE ALL CELLS FULLY GROUTED, FASTENERS AND ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE CONNECTORS: G185 HOT -DIP GALVANIZED, TYPE 304 STAINLESS STEEL OR TYPE 316 STAINLESS STEEL. WOOD TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR APPROVAL. THESE DRAWINGS SHALL SPECIFY EACH TRUSS AND JACK TO BE SUPPLIED BY THE MANUFACTURER AND ALL TRUSS TO TRUSS CONNECTORS. THE TRUSS CONNECTORS SPECEIEL SHALL BE SUBMITTED WITH THE TRUSS DRAWINGS FOR APPROVAL AND SHALL BE INSTALLED IN ACCORDANCE NTH THE MANUFACTURERS RECOMMENDATIONS. ANY TRUSS DAMAGED IN DELIVERY OR ERECTION SHALL BE REPAIRED IN ACCORDANCE WITH SIGNED AND SEALED DRAWINGS FROM THE TRUSS DESIGNER. THE TRUSSES SHALL BE LIFTED, PLACED, SECURED AND BRACE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE, UNLESS SPECIFIED OTHERWISE IN WRITING BY THE DESIGNER. FRAMING LUMBER SHALL BE #2 SOUTHERN YELLOW PINE F=1250 PSI UNLESS OTHERWISE NOTED FIREPROOFING SHALL BE IN ACCORDANCE WITH ALL LOCAL BUILDING CODES. PROVIDE CORNER BAR AT ALL BEAM INTERSECTIONS AND CORNERS. CORNERS BARS SHALL BE SAME SIZE AND QUANTITY AS SCHEDULE BEAM REINFORCING EXTENDING 30" BOTH DIRECTIONS. STRUCTURAL DESIGN CRITERIA - THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND OTHER REFERENCED CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT THE TIME OF PERMIT. DESIGN LOADS: SEE PLAN FOR LOADING INFORMATION, M Q END OF WALL END OF WALL AT CONC. WALL OR COL [( T L% D a o. O O 2�Eel 2 INTERSECTION WALL CORNER Mij O OOE7-1 -- OO',.,2 BEAM BEARING LINTT3 OVER CMU WALL OPENING TYP. C.M.U. WALL REINF. DETAILS, U.O. NOTED NOT TO SCALE HSS 6X6X3/8 PER PLAN. V 12" Oo � Oo 12X12X1/2 BOLT PL SET DOWN 2" - q S O 2" RECESS #6 THREADED ROD STUB DOWN W/ 12" EMBED. INTO FND @ CUP (UNDER BOTT PIT) (TYP ) 10X10X1/2 STL �2 ) STL COL. BASEPL DTL- SCALE: NTS 3/8 LEVELING 3" COVER 0 EXT BOIL CMU STEM WALL BACK CUT FOTA EXISTING ® STEM FI F. I.SH 7C STEM WAIT FOOTING 12" VIF 3000 PSI A$$UMED 1322. MAX HEIGHT AROJF BOTTOM OF FOOTING o o -- I I 2 6 51J LNDEPNNMNG FOUNDATIO14 6RACKET 14' S_1 SJ FNCHOP, SHAF FOUNDATION REPAIR BRACKET FOR SS150 PILES 2 SECTION @ RETROFIT PILE SCALE: NTS HISS 6X6X3/8 TUBE STEEL COL (PAINT W/ RUST INHIBITING PAINT, TYP) (4) 3/4" DIA. ASTM F3125 ENCASE TUBE STEEL IN ANCHOR BOLTS W/ 8" CMU BLK CELL W/ MOF EMBEDMENT & HIT-HY 200-A INJECTED EPDXY MORTAR 3" MIN. COVER 12X12X1/2 STL BASEPL NEW POURED CONCRETE ELEVATED SLAB ON GRADE WITH TURN DOWN EDGE 3 SECTION A @ BASEPL SCALE: NTS (2)2X8 WD TOP PLATES W/ 4" BOLTS @ 24" O.C. STAGGERED USE 3/4" DIA. A325 BOLTS (TYP). HISS 6X6X3/8 PER PLAN. -- - --- VARIATIONS IN SITE CONDITIONS IF ANY VARIATION IN SITE CONDITIONS DIFFERENT FROM THOSE PREDICTED IN THE SOIL INVESTIGATION AND REPORT BY THE SOILS LABORATORY OR ENGINEER ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY PRIOR TO PROCEEDING FOR FURTHER DIRECTION, A REASONABLE TIME SHALL BE ALLOWED FOR THE ANALYSIS OF THE FIELD CONDITIONS AND DETERMINATION OF ACTION TO TAKE. GENERAL BEAM SCHEDULE NOTES I. SCHEDULED HOOPS OR SKIMPS SHAD BE PLACED AT EACH END OF BEAM UNLESS NOTED OTHERWISE. S➢RRUPS SHALL BE TYPE S-6 & HOOPS SHALL BE TYPE T-2 CRSI BAR BENDS UNLESS NOTED OTHERWISE 2, BUNDLE AIL STRUCTURAL BEAM TOP BARS IN PARS OVER SUPPORTS NTH TOP BARS FROM ADJACENT BEAMS. (ONO). 3. ALL CONCRETE BEAMS OTHER THAN THOSE PATH THE PREFIX TH SHALL BE POURED PRICK 70 PLACING OF ROCK BELOW. 4. ALL PE BEAM REINFORCING SHALL BE CONTINUOUS THRU BE BEAMS Y. BE ONLY. ALL SPLICES 70 BE A MINIMUM OF 30 BAR DIAMETERS. 5. ALL TIE BEAM TOP & BOTTOM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM. 6. DROP BOTTOM OF TIE BEAMS AS REWIRED AT WNDOW AND DOOR HEADS (28' MAXIMUM) AND ADD 2 05 BOTTOM IF DROP EXCEEDS 8-. 7. DE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED (8" MAXIMUM) TO FIT BLOCK WORK. 6, ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6' MINIMUM INTO SUPPORT UNLESS NOTED OTHERWISE. 9. MARK 'C' IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT REINFORCING STALL BE CONTINUOUS THRU THESE TWO BEAMS. 10. ONE -QUARTER OF MAXIMULH BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS 'A' TENSON LAP SPUD ON OTHER SO O SUPPORT. 1/4 (TYP.) SHIM AS REQ'D STL BEAM PER S-1 - SHIM/BUCK @ DOORS 19"X6"X2' PL. TOP & BOTT. (3) 4" DIA. A325 BOLTS. 2 BEAM/COLUMN MOMENT DTL_ SCALE: NTS USE 3/4" DIA. A325 BOLTS (TYP). 1/4 (TYP.) HISS 6X6X3/8 STL BEAM PER S-1 PER PLAN. (2)2X8 WD PLATES - - - U W/3/4' BOLTS @ 24' �- ---- --- --- O.C.STAGGERED po W/2X2OVERSIZE L 0 0 0 (Ql,l,n WASHERS �'YA/ 5- — 19"X6"X�"' STL PL. TOP & BOTT l �) BEAM/COLUMN MOMENT PLAN DTE SCALE: NTS MIN 3500 PSI GROUT HSS 6X6X3/8 TUBE STEEL COL (PAINT W/ RUST INHIBITING PAINT, TYP) (4) 5/8" DIA, F1554 ANCHOR BOLTS W/ 8" EMBEDMENT & 1.6 HOOKS (TYP) 1/4 " LEVELING GROUT j L 3,000 PSI P.C. FOOTER 3000 PSI. HIGH STRENGTH CORP. l h) TUBE STEEL COL. BASEPL DTE SCALE:3/4°=1'-O" FL APCiQIHLT DR RLIDISEL,. ROI SIGNATUREU DATE IJCENSE NUMBERS AR972Z7 G / ms I ffm � — Russell Rosicki, Architect ALA, NCARB. DARCH, LFFN7 AP DESK3N R ARCiIITEG'I`5 FL, LLP 6260 N US HIGiHWAY I NARY B1DXJR]�L$ F'L 32940 278 NEVVPORT R DFFRTFRRi 7'1 BEACH FL 33442 VOICE:954-3711 MRO�DE%ONRARCFQIECMOOM ENGINEER BEY PLAN '? SUBAUS40N ALTERATION LEVEL 1111 2520 AVENUE AU SOLEIL DELRAY BEACH, FL 33483 TETLE STRUCTURAL GENERAL NOTES & DETAILS DA7'& I PROJECT NO.: 4/15/21I 2101 AS NOTED DRAWN BY RRR �By'S-2 RRR SF"EgE NO: 17 of 17 5 2i wo S z A z 0 \ z i Cl� O N 7 E O z C, Q O J LL C L E�o C o C E; 1 Oc0a� N 0 0 `t L c O 30 c •p a) F- O •N LL N to C m E cc O p a Co C: c0C� (D .00E 3 o:am>% v� ca �• d oc0 co c�ooc0- uE0€ C o �p C O E d O '>, a co C,-p0 o o O CoCD a) O L �ca)� facto m u' 0 c o cc .O ooCLCC Ec°-E w a O to E E > �Q O z O Q O LL z J Q W z W C9 Q a e, `; N M Q Q Q Q U a) o c. c� > U m CO a > w a) 0 c Z > O X a) U Q) `) t O c s 0 �° LL N 0 a 0 �c Z o U 0 \ C IDU- � a3) c ma U o ~ a) > Q IN a C Q M d C r a) aEN C m 0 a3 o a o a) =3� D U U U L (n � (n U Q O a O 11' O c !:� Z Z >, O c LL a) E E `- a) O m 4) w CL n .o O Lu Z ai 0 _ m iri Z m v io 0 a> u c O y c c O a) a) is O j '- ^� L1J 0 m U- 10 0 0) in m E -0 O O) C m �, a) E a a z ¢ a in O ai =3 s U a -C cn a o — c 3 c 3 c 3 — c 0) c m c a) c 0) to Q N a cn a o U a O O O a a a a a? c `OQ m 0 L6 N M Q N M 0. 0 a) Q Q Q m m oo (U CU U cU O (L a U CD m V pa C) O O N M a a 0 LL co O c`L a Q z 0 Q U H U) D 0 z Q z 0 F- a U U) ui f- U W 7 O d Q (L Cl. m c co a x w w ti o 0z �3 a) c cl. c c co O d U 4) o a) C d L a� m Q - E U r N c'7 q q a c CL x w (D c co O O U cc 3 L w ` U N O a) w w Q OO .N o -1 N Co o� N 75 J (D cl' 0 ai cl c O O 'a a U� p o CD O O_ V) L OL a� `0 0 O E-,t O CD ` It 0 a a ' r p o a) C U (D�N � O -0 � C ° cc .c � a) a m0 w N U cco 3 c C o £ Z' Q ` N .5 C L n m c CD�c?co L a)to 33 0 c'3a�i 0 N N 3 a) O U L a ••- co m M 'c o c `�° m� CD a `n� a� 3 3 CU f: D°�wF- 5 ca co c a0i w° _ c0 L U "a a) .._ Q) L CO a Q d c c 3 C Q p E O ch ro V) N 0 C a O — C a) a Cl.i '3 eo co p a L E cn a) c o v_� cZ o } axi ° U �' z C: .� Q N � } O U 'C .� C CO o- `' 7 Q E a) � c a) } O a N C C L U ) c.. o a� O O m a 0 O w O O 0 -a c.' c 0 U� N O w a) >' = a O � U Q LO 0- .M O a c� COCD 0 a) x �O p U a) 0 EO E Cp a M ro° U C L_ _ O C a) w W a) � to +�? 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'seaw,alamuets•-1 gd. ... .. .... ... .. ..._.... 170 �I NG'faalSiN�ilr'Iowy�.��/o.� i�Ya *,rj GOvpr: _ A I � 0 W a A P"1•++fl� IA I I x IJvt}ll�s-L', - CZ��6r44-Wji.-r%I(J. .:xriltus WJ u1.._�' ��•n��Il'a'cnoo� u3T- I',cLi�1 � ,,�..� � � � �-f�� bI' 1 l I� ~GT�I'.>'T11.16 ?rbl:'�I-!vl p � %� i�'�'rJL%�C �i • '�i�j ,' O.G. ® ,LANDSCAPE PLAN r u.-g 5 CI-� .� . i �• � SCALE 1-eoo-+az-+no 'riai,4 IRA—, I • r�m�,t�d�w�d.,,. ,�-r �i I -�i'3Ti ���.� PrIJIJ•�I� I U cs3 04, w CV PROJECT +I4"q I /I q/22 aLI 0 2 10 10 PLANT LIST; "j�,Ta4 � i r r- l�rI �.(S�Ce I�w• F;�i v1N�li I-V (e>Ica �1�10 b4xra=G�%u ��uo ��u.e t"Flgifu.q ���L I�rt�$I �.Jcv Ltz POLO DRIVE F-5�4m--4s-fiP�Gt-V Jd�v's� �Gf I�i ct11Ny I�"r�sy� q6i 11 l%C5J'15�L-�-0 1,7-- 'Japanese ebm Biuy' (@aercuqu dwipiem} WW, 6' bgt................ .. . 4, 'Pidgeon Pain' (Coaobba 12' o a 6ge . .......... ......................... .. 3 fm)- ' 4 'Coeonut Palm' (Caeca mtdfrn} 3' <Lau mmt.............................................3 'Tdw�a;htms' (Tibon<hims gnnulosa} std. 5' hgc............. ..... ...... ..... .... ... .....2 'Smell Leaf amie' (Ch da guthfna)- 5'.6' bg< 3' o a ................. ............... ...._203 'oaNau' (6ardmielesmiinoidiea} std 25 gal. 'Miami Supeme'.............................4 'Bridal Bouquette' (Plum" Pudic)- 6- bgt......................................... 'Podocarpv.' (Pod.—p. M—pbyH—} 15 gal Ledge...................................13 ..3 Podoeetpm' (Pod—P+s numoOUMM} 3' bgl, Ledge .......... ....... ............230 .32 'Varl<gehxl A+boncola' (Sche@lere adwricola'Cold Capella'} 3 gal....... ..... 120 ' Venegakd Ptaapomm' (PWoetwnun t<bim'—')- 3 gel .... ......................... ....417 'than lslaod PKW' (F m o-,Pa} 3 gel. 12"a12.............. . _.. .. 'lesmine annmu' (Tmchelospemmm asm6cam)-1 gel ................................ ....... ... 975 1275 'SeaaomlAmuale'-1J�. _.. . .... ... .. .. ... .......... ... ........ .... 170 ,LANDSCAPE PLAN SCALE I oG. %el!T111 �s u�i F�I.1 zl�Fir9-�a �.6F�h li%;.'rl;�clz� til0 �J -Ml�ll CI'W7 A O w �lw a A Y, I A �r✓NTi� �a9'tk)*x i PROJECTI'1'✓`-i I/19/22 L1 0 2 10 low C� P tf — �,+�rlra 'p�aJs NEGrx� d (a��AU1NI t — IgJµu;-1 [-+I.-TS (�f�1CGGd P--r �,A4j5 -�6T �(�ININr,,Nip�q �ifr� P✓,1.1-�t=v calf NeJ,W��g - j0 ;� — I POLO D R I VE Lq)kem!!! fLl TfhL�GkGHI�� iu I� r am; v ?f¢aal� 'f �1JI-� o 'G PLANT LIST; 'J.pmme Blueberry' (El.eocmqu daipiew} m 6' hgt................. ....4 'Pidg— Plum' (Caaolob. di—ifob.} 12'.. hgr.. ....................... _.......... ..3 'Caaanm pe" (Casa tw fem} 3' clm umk...................................... ..3 'T,bo,.,0—' (T,b—him. granulosa} srd 5' hV............... ....... ...... ... .... ........... 2 'Small I.mfCluv.' (Clue. gumfem)- 5'-6' hgs 3' o.......... ....... ................ ......203 '!amen' (o«rdeni.Jawiroidin)- sid. 25 gd'Miami Sup—e'.................... ....... . 'Bridal eougvepe' (Plumes. podia} 6' hgt .... ..................................... . . ,3 'Podocrfw' (Podowpu nuuuophyllum} IS gal,hedge...................................13 'Podocarpus'(Podocagm e—phuU=m 3' hA hedge ................. ............230 'D,—fPodocvpuc' (Podoc.ryus'Pnngim'} 18" hgl.-................................. .... 32 'Vuieg.ted A,boriml.' (SchetOmn arbo i l.'Gold Capella'} 3 gd....... ..... 120 ' V.negand Pmospmum' (Pi—p— (Wra * are'). J gal .... ......................... ....417 'G— Islud F..' (F--,.c.,p.)-3 g.1. 12"x12". ... ...... ......... .... 975 jasmine uummi (Tmohelospcnnum asmacum)-Ig.l.................................. .. 1275 ................. 'Senonai Mnuali - I gal . .... ......................... ....... 170 "i Ila -v Rt=�, � A Q - 10 i a - A �rY%fll�'F�cu� 1Ir-� pry To--- t�-T--4,WkL P=d�ww O<T- WkA-lI I I LANDSCAPE PLAN SCALE Itl.l'.pll 0 2 10 20 PROJECT +I4" I/Iq/22 L1 9 ;a +) O +- u O CZ '� suj `� m 0 v O + bA ocu v A a cz o z ° o boo ��m � � < z v 121CA z -� U Q)� tea. v v ° cz cz br) a�� ° w bi � ~ i ft \ Q z w cz bA O w "' 75 � � Q cz � O tz u � � p CIj � � O u O o z w z U ft rij E" w o 0 cz 4-10 Q ° o O v O `n O O O ycu o> 00 o o v u u cn cn cn Ml N w O O i C � a; 4-1 v U X cC V O t U-) CZ 71 r PI w .QI � `n CU o Q O O cz bA °U o V a,x� cu bb w �-+ cu } >m Q) O O O Q y .� N N X O m 41 o mow - � a cz w -a) .. +, o z ° � °.w r--i O N N w N bA N O N 0 � 4-j .� O 4-1 75 .v -0 V O ;..4 N U 1 �s 64-1 ,o 3 � +' ;-4 V4-1 p Q" W O '� -� -- O F' s� Cn �O G U O 4- c� 75 r. N O 1 •� u "-61 `�" w O.45 N O 0000 +�+ by O O O N V .� J � m 3 N o ¢ bb '~ ° V V � 00 N � 4.1 O -J�~� �O O •O O O r� v-61 by V N r O CIA N '5 w 1 4 O O , O m p V � '5 p 75 O biJ V N 0 0 w bA 4 O " N V V di V 4.1 -- V V c� N O U p N O (� vi d 00 'C5 O z + y.y •--� U N Vm Cn U �+ ~ CD cn •.. _ p O N p N O N -- _U O U N N N t'14-4 75 N N c� O v v �; � a a w o � U a)V V GJ �v G1 V N GJ N O +J 4. Q Q r� Q O O 0 �F ++ O � N.i v c� '� �+ fs. ;4 ° 3 d w