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HomeMy Public PortalAboutApp 22-23Town of Gulf Stream Pr Applicati on Checklist: Level IA Owner's Name: t7 � Address: _-- PART 1. APPLICATION REQUIREMENTS To be completed by T ow n Staff during pre -application conference. A. Review and Approval Pro ce ss es 1. N. Ocean Overlay Permit 2. Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review 5. Demolition Permit 6. Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review 9. Sign Review 10 Sit e Plan Review, Level II 11. Site Plan Revision 12. Special Exception Review 13. Subdivision Review 14 . Variance Review 15 . Rezoning Review 16. (Other) leas. M'/J IIYQ{IVII /el Qi4l .l4.'J NUMBER OF COPIES REQUIRED APPLICATI ON MATERIAL OFr4PIAL, OE .. ., -'L3 C 1. Comple ted Dev elopment Application / 2. Fee 6f 0+ + + '{ ; °CV -G r ,/ 12 3. Generation Location Ma. on site Plan ,4) 4. Site Plan (2 full size, 10 reduced to 11x171 % v 2 5. Building Elevations (2 full size, 10 reduced*) / 12 6. Floor Plans (2 full siz e, 10 reduced*) I 2) 7. Roof Plans (2 full size, 10 reduce d* ) / V/ 8. Perspective and/or Co lo r rendering (Recommended for meeting) 1 9. Drainage Plan (if site is alte red) 12 1 10. Landscape Plan (2 full size, 10 reduced*) 10a. Certification that Landscape Plan conforms to GS ✓ 11. Septic Tank Permit 12. DOT Driveway Pe rmit (if on A1A, for a ny alterations to drive) 13. DOT Landscape Permit (A1A) (12 14. Survey (11" x 17") 15. Subdivision Plat 16. Concurrency Documents Cr) 17. Proof of Ownership (warranty deed) 18. Agent Affidavit 19. List of Adjacent Propert wners ' Envelopes, k 20. Property owners withi 25' 00' (stamped addressed envelope s, no return a re ss) 1 21. Property O wne rs Affidav it _„ 1 SeD 22. Photos of Existing Home (if applicable) 1 1 23. Co nstruction Traffic M anagement Plan: Prior to Permit 24. Damage Bond:,4g 04) 0 Prior to Permit *NOTE: Where multiple copies of a drawing are re quired, two co pies shall be an origin al ful! size (24" x 36") drawin g which is signed and sealed. All other co pies shall be reduced to 11" x 17". Please refer to the ins truc tion fo r more deta iled information . X :\DEPUTY SHARED\Forms\Bldg & Occ Re g De pt Forms\Lev el 2 Pre-Appl. Cklst..doc Pa ge 1 T OWN OF GULF ST REAM PALM BEACH CO UNT Y, FL ORIDA COMMISSI ONERS S COTT W. MORG AN, Mayor THOMAS M. ST ANLE Y, Vice -Mayor PAUL A. LY ONS, JR . JOAN K. ORTHW EIN THOMAS A. SMIT H October 28, 2022 Mr. an d Mrs. William Jayne 3232 Gulfstream Road Gulf Stream FL 33483 Dear William and Diane: Telephone (561)276-5116 F ax (561)448-1009 T own M anager GREG ORY L. DU NHAM Town Clerk RENEE R. B ASEL This is to con firm that at the Public Hearing held by the Architectural Review and Planning Bo ard on October 27, 2022, your application for a Level II Architectural/Site Plan to permit a on e-story, 232 sq. ft. back yard cabana to match the existing primary residential structure was considered. The applicatio n was approv ed. The a ppro val shall e xpire on October 28, 2023, if a Building Permit A pplication , including the aforementioned improvements, h as not bee n applied fo r. Kind regards, Ren ee . Basel, CMC To wn Clerk Cc: William Hoffman, H offman Architecture 100 SEA RO AD , GUL F STR EA M, FLO RID A 33483 TOWN OF GULF STRE AM ARCHITECTU RAL REVIEW AND PLANNING REPORT Application #: 22-23 Address: 3232 Gulfstream R oad Proposed Improvement: Appro vals Requested: Level II Architectural/Site Plan R eview: Owner: William and Diane Jayne Agent: William Hoffman, H offman Architecture The applic ant is seeking to add a one-story back yard c aban a. To permit a one-story, 232 sq. ft . back yard cabana to match the existing Gulf Stream -Bermuda Style single family home. Gross Lot size: 14,420 sq. ft. Effective L ot Area: 14,420 sq . ft . Pro po sed To tal Floor Area: 4,509 sq. ft. Allowable: 4,759 sq. ft . Zoning District: RS -C Finished Flo or: N /A Pervio us Area R equired: N/A Entry Featur e Height: N/ A Eave Height: N/ A Pe rvious Area Provid ed: N/A Issues Considered During Rev iew: Sectio n 66-144: Standards: Regarding Level II Architectural/Site Plan Review Chapter 70, A rticle VIII, Divisio n 3: Gulf Stream -Bermuda Style Section 70-74: Se tbacks Motion: Mo tio n to a pprove a Level II Architectural/Site Plan to permit a o ne-sto ry, 232 sq. ft. back yard cabana to match the existing Gulf Stream -Bermuda Style single family ho me. ARPB D ate: Octo ber 27, 2022 Actio n: Level II Architectural/Site Plan Review: AERIAL PHOTOGRAPH (NOT -TO -SCALE) SCALE:1" =30' LEGEND: NC -AIR CONDITIONER AL -ARC LENGTH (C) -CALCULATED D.E -DRAINAGE EASEMENT (M) -MEASURED P.O.B. -POINT OF BEGINNING P.O.C. -POINT OF COMMENCING P.B. -PLAT BOOK P.G. -PAGE P.U.E. - PUBLIC UTILITY EASEMENT R -RADIUS (R) -RECORD U.E. -UTILITY EASEMENT WM -WATER METER FF -FINISH FLOOR O.R.B. - OFFICIAL RECORD BOOK ELEV. -ELEVATION -FENCE # -NUMBER -ASPHALT -CONCRETE -PAVER/BRICK -WOOD -LIGHT POLE -WELL -WATER VALVE -CENTER LINE -CATCH BASIN Yf -FIRE HYDRANT 723 -POLE -MANHOLE z -TOPOGRAPHIC ELEVATION D4 IIIIIIIIIIII LOT 3 1 LOT4 I , FENCE 1 GENERAL NOTES: 1) THIS SURVEY IS BASED UPON RECORD INFORMATION BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2) IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL ANDIOR UPDATES FROM NEXGEN SURVEYING, LLC. NEXGEN SURVEYING, LLC, ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3) ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING SOLELY ON THEIR I PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4) GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5) UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6) ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM (NA.V.D.1988). 7) BENCHMARK REFERENCE: NGS PID #AD2852 DESCRIBED AS A BRONZE TRAVERSE DISK, STAMPED PALM BEACH 1932, ELEVATION: 13.31 FEET, NAVD1968. 8) ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9) CORNERS SHOWN AS "SET" ARE 518" IRON RODS IDENTIFIED WITH A PLASTIC CAP MARKED LS (LICENSED SURVEYOR) 10) I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PER CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 0.7' W 1' I I FENCE 2.1' N 1.4' W X FENCE 3.4' N SET 5/8" IRON ROD AND CAP "PINNACLE LB 8218" BOUNDARY SURVEY WITH SOME TOPOGRAPHY Date Of Field Work - 09/12/2022 Drawn By - L.C. Order #: 10000195444 3232 GULFSTREAM ROAD, DELRAY BEACH, FL. 33483 SET 5/8" IRON ROD AND CAP "PINNACLE LB 8218" x—_ x x FENCE 1.5' N REMAINDER OF LOT 26 (NOT INCLUDED) x 145.59' (D) 143.26' (D) REMAINDER OF LOT 25 (NOT INCLUDED) RECEIVED 4 I!11I o6 2022 561.508.5472 1421 OGLETHORPE ROAD WEST PALM BEACH, FL 33405 NEXGENSURVEYING.COM LB#8111 www.PinnacleSurveying.net I LB8218 Town of Gulf Stream, FI SET 5/8" IRON -ROD AND CAP "PINNACLE LB 8218" FOUND 1/2" IRON ROD POINT OF INTERSECTION FOUND NAIL AND DISC CO M 1 1 'NULF coa. co J I yelp NY7 2022 voN or T AM P+ ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED LEGAL DESCRIPTION: ALL OF THOSE PARTS OF LOTS 25 AN 26 OF GULFSTREAM PROPERTIES, A SUBDIVISION OF LANDS IN THE TOWN OF GULF STREAM, FLORIDA, ACCORDING TO THE PLAT THEREOF, ON FILE AND OF RECORD IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, IN PLAT BOOK 18, PAGE 27, DESCRIBED AND BOUNDED AS FOLLOWS: ON THE WEST BY THE WEST LINE OF SAID LOTS; ON THE EAST BY GULF STREAM ROAD; ON THE NORTH BY A LINE PARALLEL TO AND 50 FEET SOUTH OF MEASURED AT RIGHT ANGLES ) THE NORTH LINE OF SAID LOT 26; AND ON THE SOUTH BY A LINE PARALLEL TO AND 50 FEET SOUTH OF ( MEASURED AT RIGHT ANGLES ) THE NORTH LINE OF SAID LOT 25. PARCEL IDENTIFICATION NUMBER: 20-43-46-03-05-000-0251 CERTIFIED TO: WILLIAM HOFFMAN FLOOD ZONE: 12099C0981F ZONE: X EFF: 10/05/2017 PARENT BENCHMARK NAME AD 2852 ELEV= 13.31 IN N.A.V.D. 1988 PALM BEACH COUNTY SURVEYOR NOTES: - DRIVEWAY CROSSES THE BOUNDARY LINE ON EASTERLY SIDE OF LOT AS SHOWN. - FENCES LIE NEAR BOUNDARY LINES AS SHOWN, OWNERSHIP NOT DETERMINED. - FENCES CROSS THE BOUNDARY LINE ON WESTERLY SIDE OF LOT AS SHOWN. I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PER CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE 5 APPEARING QN THIS D� -` ENT WAS AUTHORIZED BY 1j L V rr i2' 8$ -lcw ��FrQ�I 9I14I2D2?� p�o`4 Nei SUr1VC'S�S . © 2022 WLLIAM S HOFFMAN ARCHITECT LP 01 GULF STREAM CABANA WILLIAM HOFFM AN T E C T 434 EA RICH AVE LAND FLOR ID A 33Y 1485a%i-54 2 A RM. 3232 GULF STR EAM ROA D._. ... GULF STREAM FLORIDA 33483 PRO JECT # 202203 DATE. 9/2022 A PROVMD m OCT .' 8 2022 TOWN OF .ULF SIR -FAO, FL FLOOR AREA RATIO (FAR) CALCULATION GULF STREAM CORE DISTRICT (FAR) MAXIMUM FAR .33 (FIRST 20,000 SQ FT LOT SIZE: 14,420 SQ FT ALLOWED SQ FT (14,420 SQ FT)(.33)= 4759 SQ FT MAIN HOUSE ...3556 SQ FT COVERED AREA... (721 SQ FT)(.5) = 360.5 SQ FT TOTAL SQ FT EXISTING...3916.5 SQ FT PROPOSED CABANA ENCLOSED...188 SQ FT CABANA COVERED...(44 SQ FT)(.5) = 22 SQ FT TOTAL SQ FT EXISTING + PROPOSED...4126.5 SQ FT ALLOWED SQ FT...4759 SQ FT OCCUPANCY CLASSIFICATION: GROUP "U" TYPE: 111 FBC: 2020 SEVENTH EDITION FLOOD ZONE: "X" LEGAL DESCRIPTION: PL of Gulf Stream Properties NYL 50 FT of LT 25 & SLY 50 FT 26 FLOOR AREA RATIO (FAR) CALCULATION GULF STREAM CORE DISTRICT (FAR) MAXIMUM FAR .33 (FIRST 20,000 SQ FT LOT SIZE: 14,420 SQ FT ALLOWED SQ FT (14,420 SQ FT)(.33)= 4759 SQ FT MAIN HOUSE ...3556 SQ FT COVERED AREA... (721 SQ FT)(.5) = 360.5 SQ FT TOTAL SQ FT EXISTING...3916.5 SQ FT PROPOSED CABANA ENCLOSED...188 SQ FT CABANA COVERED...(44 SQ FT)(.5) = 22 SQ FT TOTAL SQ FT EXISTING + PROPOSED...4126.5 SQ FT ALLOWED SQ FT...4759 SQ FT 15' SE :A 12' SETBACK, EXISTING POOL CABANA L BAT, m 10'-A" EXISTING SINGLE FAMILY ONE STORY RESIDENCE 3558 SQ. FT. MAIN HOUSE 12'SETBACKT EXISTING UNDERGROUND P00L AND SPA SUPPLY & RETURN UNES, PLUMBING AND ELECTRICAL UNES TO BE RELOCATED/RECONNECTED AS REQUIRED PRIOR TO START OF CONSTRUCTION EXISTING ELECTRIC PANEL UL� EXISTING PAVERS/LANDSCAPE TO BE REMOVED AND STORED FOR RE -USE TYPICAL AS REQUIRED SITE PLAN 4 a 0 PROJECT # 202203 ■ ■ ■ 0_ APPROVE() 9E1 O C ' 8 2022 TOWN OF *ULF STREAM, "' ■ CEMENT ROOF TILE TO MATCH MAIN HOUSE HARDNOOD PRNACY FENCE SEE DTL CORAL CLAD COL 011.1 /STUCCO ON S' C MU FINISH TO MATCH MAIN HOUSE /TOP OF PAVERS NORTH ELEVATION Scale 1/4" = 1'-0" 19'-4" CEMENT ROOF TILE TO /ATCH MAIN HOUSE 11 /STUCCO FIN. ON S- CMU FINISH TO MATCH MAIN HOUSE ROOF PLAN 4t Scale 1/4" = 1-0" EMENT ROOF TILE TO MATCH MAIN HOUSE WEST ELEVATION Scale 1/4" = 1'-0" FLOOR PLAN EMENT ROOF TILE TO MATCH MAIN HOUSE STUCCO FIN. ON SCMU - 7FHUSHTOTCH NHOUSE CABANA FINISH FLOOR ELEV rii.V' NASD BATHROOM inimmn•iiimiiuiirUwnimiiiiilUiiiiiiiiu• STUCC FINISH 19'-4" Scale 1/4" = 1'-0" TOP OF ROOF l- 1T -4 - ABOVE FINISH ROOF TILE O iCEM ENT IN TILE TO MAIN HOUSE ----HARDMAOD PRIVACY FENCE SEE DTL SOUTH ELEVATION EAST ELEVATION Scale 1/4" = 1'-0" Scale 1/4" = 1-0" W 0 4 5 0 ■ z o m U 2N Q4 W' I o co • 0— 9y ©2022 WILLIAM S HOFFMAN ARCHITECT P 3 GULF STREAM CABANA 3232 GULF STREAM ROA D......GULF STREA M FLORIDA 33483 WILLIAM HOFFMAN EA ARCHITECTST 34 4Ea RIC H A. DELAND FLORIDA 32724954.561.1542 ARB645 PROJECT 9 202203 DATE 9/2022 ,.1 `/1Ti'iALLS d? nip 40 Wei ZZsZ GENERAL 1. ALL WASTE DISPOSALS SHALL BE THE RESPONSIBILITY OF GENERAL CONTRACTOR. EACH SUBCONTRACTOR IS RESPONSIBLE FOR DISPOSING OF THE WASTE FOR HIS OW N TRADE. SITE SHALL BE LEFT CLEAN AND TIDY AT THE END OF EACH W ORKDAY 2. ALL DISCREPANCIES IN DIMENSIONS SHOULD BE BROUGHT TO THE IMM EDIATE ATTEN TION OF THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE PROCEEDING WITH THE W ORK. FIGURE DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSION S AT A LL TIMES. 3. ANY UNCLEAR INTENT. AMBIGUITIES. OR CONFLICTS IN SPECIFICATIONS SHOU LD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/OWN ER DURING TH E 81D PHASE. IF IT IS NOT BROUGHT TO THE ATTENTION OF TH E A RCHITECT/OWNER DURING 111E BID PHASE, THEN IT IS ASSUMED THAT THE MOST EXPENSIVE SOLUTION HAS BEEN INCLUDED IN TH E 81D. 4. ALL WORK IS TO BE DONE IN ACCORDANCE WRTH CURRENT SOUTH FLORIDA BUILDING CODE. THE PALM BEACH COUNTY AND DELRAY BEACH CITY ORDINANCES. 5. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR SECURING THE BUILDING PERMIT AND LICENSES AND PAYING THE APPROPRIATE FEES. EACH SUBCONTRACTOR WILL SECURE EACH APPLICABLE PERMIT AND PAY THE APPROPRIATE FEE. THE OW NER WILL PAY FOR THE FINAL CERTIFICATE OF OCCUPANCY. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR NILL CARRY AS A MINIMUM THE REQUIRED LIABILITY AND WORKMENS COMPENSATION INSURANCE AS REQUIRED BY LAW. 6. THE GENERAL CONTRACTOR A ND EACH SUBCONTRACTOR WILL FAM ILIARIZE HIMSELF WITH THE SITE CONDITIONS BEFORE BIDDING THE WORK. Z. ALL FINISH WORK SHALL BE FREE FROM ALL DEFECTS. THE ARCHITECT RESERVES THE RICHT TO REJECT ANY MATERIAL AND WO RKMANSHIP NNICH I5 NOT CONSIDERED TO BE UP TO GENERAL ACCEPTABLE STANDA RD FOR EACH TRADE. 8. IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED DURING THE EXCAVATION, THEN WORK IS TO STOP IMMEDIATELY AND THE CONTRACTOR I5 TO CONTACT THE OWNER AND THE ARCHITECT. 9. ALTERING STRUCTURAL MEM BERS: NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT BLOCKED OUT, OR RELOCATED WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB. UNLESS SPECIFIED OTHERWISE; IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURES LABELS. 11. SUBMIT A COPY OF THE CONTRACT DOCUMENTS ISSUED FOR PERM ITS BY THE BUILDING DEPARTMENT, TO THE ARCHITECT TO ALLOW HIM/HER TO INCORPORATE THOSE BUILDING DEPARTMENTS MODIFICATIONS INTO THE PLANS PRIOR TO THE START OF CONSTRUCTION. 12. ALL WORK. COMPLETED OR OTHERWISE, SHA LL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES. ETC. A5 MAY BE NEEDED TO PROTECT LIFE. 13. PATCH AND REPAIR ALL FINISHES DAMAGED DURING THE COURSE OF THIS WORK. FILL AROUND NEW PIPING A ND CON DUITS WITH CONCRETE. SEA L A LL HOLES AND GAPS. EARTHWORK 1. EXCAVA TION DRAINAGE: DO NOT PERMIT W ATER TO ACCUMULATE IN EXCAVATED AREA. DRAIN TO NATURAL DRA IN AGE A REAS. 2. BACKFILL: BRING BACKFILL TO SUITABLE ELEVATION ABOVE FINISH GRADE TO PROVIDE FOR ANTICIPATED SETTLEM ENT AND SHRINKAGE. 3. SOIL AND TERMITE CONTROL THE ENTIRE SOIL AREA THAT IS TO BE COVERED BY FOOTING, SLAB. ETC. SHALL BE TREATED FOR TERMITES. 4. STRUCTU RA L FILL: FILL UNDER BUILDING SHALL BE 950 COMPACTED CLEAN SAND IN LAYERS NOT TO EXCEE0 12. THICK. CONTRA CTOR TO CONTRACT WITH PROFESSIONAL ENGINEER AND TESTING SERVICES FOR SOIL COMPACTION IN SPECTIONS AND TESTING AS REQ UIRED BY THE F. B.C. CONTRACTOR TO PAY FOR THE COMPACTIO N INSPECTIONS AND SERVICES. 5 TOPSOIL STOCKPILE AND REDISTRIBUTE TOPSOIL AT COMPLETION OF CONSTRUCTION AS DIRECTED BY OWNER. 6. BRING IN FILL TO WITHIN 1'-0' 06 BASE OF BUILDING AT ALL LOCATORS OTHERWISE NOT SHOWN IN PLANS. SLOP E FILL AW AY FROM BUILDING (EXCEPT AS OTHERWISE SHOWN 014 DRAWINGS) TO MEET NATURA L TERRAIN AND DRAIN WITHIN PROPERTY LINES. SITE WORK 1. LAYOUT: STAKE OUT CABANA AS SHOWN AND CHECK FINAL LOCATIONS WITH ARCHITECT/OWNER BEFORE PROCEEDING WITH EXCAVATIONS. SPOT SURVEY REQUIRED TO VERIFY SETBACK REQUIREMENTS. 2. ALL DEBRIS WILL BE REMOVED FROM THE SITE BEFORE BEGINNING CONSTRUCTION . OCCUPANCY CLASSIFICATION: GROUP "U" TYPE: III FBC: 2020 SEVENTH EDITION FLOOD ZONE: "X" LEGAL DESCRIPTION: PL of Gulf Stream Pro perties NYL 50 FT of LT 25 & SLY 50 FT 26 FLOOR AREA RATIO (FAR) CALCULATION GULF STREAM CORE DISTRICT (FAR) MAXIMUM FAR .33 (FIRST 20,000 SQ FT LOT SIZE: 14,420 SQ FT ALLOWED SQ FT (14,420 SQ FT)(.33)= 4759 SQ FT MAIN HOUSE ...3556 SQ FT COVERED AREA... (721 SQ FT)(1.0) = 721 SQ FT TOTAL SQ FT EXISTING... 4227 SQ FT PROPOSED CABANA ENCLOSED...188 SQ FT CABANA COVERED. ..(44 SQ FT)(1.0) = 44 SQ FT TOTAL SQ FT EXISTING + PROPOSED. ..4509 SO FT ALLOWED SQ FT...4759 SQ FT EXISTING POOL BATHROOM FIXTURES & FAUCETS 1. BATHROOM FIXTURES AND FAUCETS ARE TO BE SELECTED AND PURCHASED BY OWNER, DELIVERED AND INSTALLED BY THE CONTRACTOR. BATHROOM ACCESSORIES 1. W OOD BLOCKING IS TO BE PROVIDED BEHIND DRYWALL AT BATHROOMS FOR APPROPRIATE ATTACH MENT OF ACCESSORIES . 2. BATHROOM ACCESSORIES ARE TO BE SELECTED AND PAID 8Y OWN ER AND INSTALLED BY THE CONTR ACT OR. PAINTING AND STAINING 1. EXTERIOR AND INTERIOR PAINTING OF WALL IS TO BE FLAT LATEX PAINT BY BENJAMIN MOORE AURA WITH COLORS TO BE SELECTED BY ARCHITECT/OWNER. FOR BIDDING PURPOSES ASSUME ONE BASE COLOR AND T WO. ACCENT COLORS FOR THE EXTERIOR. 2. ALL DOORS AND DOORS CASINGS ARE TO BE PAINTED WITH WHITE'IN HIGH GLOSS ENAMEL PAINT. ELECTRICAL 1. ALL ELECTRICAL .SWITCHES AND OUTLETS ARE TO BE 55CORA' WHITE. SAFETY 1. IT IS THE RESPONSIBILITY OF 114E GENERAL CONTRACTOR AS WELL AS THAT OF EACH SUBCONTRACTOR TO MAKE SURE ALL FEDERAL 0.5.11. 0. REGULATIO NS ARE FOLLO WED BY ALL W ORKERS AT THE SITE. THE ARCHITECT ASSUMES NO RESPONSIBILITY WH ATSOEVER FOR THE SAFETY OF THE EMPLOYEES, AGENTS OR SUBCONTRACTORS OF THE GENER AL CONTRACTOR AND IN SIGNING THE AGREEMENT WITH THE OWNER, HE ACKNOWLEDGES THAT HE IS SOLELY (ALONG WITH HIS SUBCONTRACTORS) RESPONSIBLE FOR WORKER SAFETY. STRUCTURAL NOTES 1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS . CONCRETE PER ASTM C95 . CONCRETE WORK PER ACI 301. 2. THE FOOTINGS ARE DESIGNED FOR A BEARING CAPACITY OF 2,500. P.S.F. IF SOIL CONDITIONS ENCOUNTERED IN THE FIELD VARY EXISTING SINGLE FAMILY ONE ST ORY RESIDENCE 3558 SP . FT. REMOVE/RELOCATE •TING LANDSCAPE ASREO ' ED. PROTECT REM AINI LANDSCAPE AS QUIRED REM OVE AN • TORE EXISTING LIGHTIN . UDIO SPEAKERS AS R ED RELOCATE PER • ERS DIRECTION EXISTING PAVERS TO BE PROTECTED AS REQUIRED TYP. MAIN HOUSE 12' SETBACK Z -t F RO M THIS, THE ARCHITECT SHOULD BE NOTIFIED I MMEDIATEL Y BEFORE PROCEEDING WITH WORK. 3. CONSULT WITH WINDO W MANUFACTURER FOR ROUGH MASONRY OPENINGS PRIOR TO FRAMING OUT WINDO WS, SLIDING GLASS DOORS AND FRENCH DOOR ASSEMBLIES . 4. GENERAL CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR TRUSSES AND VERIFY SITE CONDITIONS AND DIMENSIONS . ONCE GENERAL CONTRACTOR HAS APPROVED SHOP DRAWINGS AND SIGNED T HEM INDICATING HIS APPROVAL, THE SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW OF DESIGN CONTENT ONLY . 5. GENERAL CONTRACTOR SH ALL REVIEW SHOP DRAWINGS FOR RAILINGS (IF INCLUDED IN 111E DESIG N) AND V ERIFY SITE CONDITIONS AND DIMENSIONS ONCE GENERAL CONTRACTOR HAS APPROVED SHOP DRA WINGS AND SIGNED THE M INDICATING HIS APPROV AL, THE SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR RE NEW OF DESIGN CONTENT ONLY . 6. S HOP DRAWINGS WHICH DO NOT HAVE THE GENERAL CONTRACTORS APPR OVAL WALL NOT BE PROCESSED BY ARCHITECT. T. ALL W000 IN CONTACT WITH CONC RETE SHALL BE PRESSURE TREATED . 8. ALL WOOD STRUCTURAL MEMBERS ARE TO BE METAL STRAPPED AND SECURED TO CONCRETE STRUCTURAL MEMBERS AS PER FLORIDA BUILDING CODE AND DRAWINGS . 9. U NLESS OTHERWISE NOTED, ALL BLOCK DIMENSIONS LESS TH AN 2'-O 'W*LL HAVE ALL BL OCK CELLS FILLED 41TH CONCRETE WIT H 1 #5 VERTICAL IN EACH CELL. THERE ARE TO BE DE -COLUMNS AT 20'-0106 EXTERIOR WALLS. 10. ROOF SHEATHING TO BE 5/8'EXTERIOR GRADE PLYWOOD AT AREAS WHICH HAVE TRUSSES AND 1 LAYER OF 5/8 'EXTERIOR GRADE PLY WOOD ON TOP OF 1-1/2', R-10 RIGID INSUL ATIO N. ON TOP OF 1 LAYER OF TEXTURE 1-11 PLY WOOD VAIN THE REVEALS FACING DOWN AT ALL AREAS OF EXPOSED JOINTS . 11 . CONCRETE CO VERING OF REINFORCING STEEL SHALL BE A5 PER CURRENT FLORIDA BUILDING CODE . PARTITIONS AND CEILINGS 1. NONBEARING PARTITIONS ARE TO BE 2X4 WOOD STUDS AT 2'-0' 0.C. WITH A 2-244 P.T . SILL PLATE AND 2-204 HEADER PLATE . DEDUCTIVE ALTERNATE N0. 1: PROVIDE 3-5/8 'METAL STUDS AT 24 .0.C. RATHER THAN WOOD STUDS. 2. BEARING PARTITIONS ARE TO BE 284 WOOD STUDS (IN 4' PARTI TIONS) OR 286 WOOD STUDS (111 6'PARTITONS) AT 1'-4'0.6 . EX1STING UNDERGROUND PO OL AND SPA SUPPLY & RETURN LINES , PLUMBING AND ELECTRICAL LINES TO BE RELOCATED/RECONNECTED AS REQUIRED PRIOR TO START OF CONSTRUCTION EXISTING ELECTRIC PANEL EXISTING PAVERS/LANDSCAPE TO BE RE MOVED AND STORED FOR RE -USE TYPICAL AS REQUIRED WITH 204 OR 206 P.T., AS APPROPRIATE, SILL PLATE AND DOUBLE 284 OR 296 HEADER PLATE. 3. AT DOOR OR FRAMED OPENINGS, CONTR ACTOR IS TO 2-2465 TURNED VERTICAL AT HEADER AND DOUBLE STUDS AT EACH SIDE OF DOOR OPENINGS. DOORS AND WINDOWS 1. ALL WINDOWS AND DOORS ARE BE CAUL KED ON THE INSIDE AND SEALED ON 1HE OUTSIDE WITH MANUFACTURERS APPROVED CAULKING AND SEALANT. HARD WARE 1. SUBMIT CATALOG CUTS AND PROD UCT D ATA ON ALL HARDWARE FOR O WNERS REVIEW . MAKE SURE THAT CORRECT FINISH IS SHOWN ON EACH ITEM. 2. ALL HARDWARE IS TO BE SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. DRYWALL 1. DRY WALL IS TO 5/B'TYPE X'DRYWALL AT ALL CEILING S THAT ARE TO HAVE DRYWALL CEILING FINISH. 2. DRYWALL IS TO BE 5/8' MOISTURE RESISTANT DRYWALL THROUGHOUT ALL BATHROOMS . AT CEILING OF BATHROOMS THE DRYWALL IS TO BE BOTH TY PE X'AND MOIST URE RESIST ANT. 3 CONTRACTOR I5 TO PROVIDE CORNER BEADS AT ALL CORNERS AND 'J'BEADS AT ALL LOCATIONS REQUIRED TO GIVE FINISHED LOOK . FLOORING 1. FLOORING CONTR ACT OR IS TO VERIFY THAT THE SUBFLOORING IS ADEQUATE AND PROPERLY INSTALLED BEFORE BEGIN NI NG INSTALLATION FO FINISHED FLOOR. STUCCO 1. STUCCO SHALL BE 5/8'THICK . 2. CORNER BEADS ARE TO BE PROVIDED AT ALL CORNERS TO RECEIVE STUCCO FINISH. ROOF 1. PRODUCT APPROVALS REFERENCE FBC R4402 .1.2.1 ALL ROOFING COMPONENTS, ROOFING SYSTEMS AND ROOFING ASSEMBLIES SHALL COMPLY WITH FLORIDA BUILDING CODE. ALL ROOFING COMPONENTS. ROOFING SYSTEMS AND ROOFING ASSE MBLIES SHALL HAVE A VALID AND CURRENT, PRODUCT APPROVAL FOR THE HIGH VELOCITY NAND ZONE . CONTRACTOR 15 TO VERIFY AND PROVIDE NECESSARY DOCUMENTS FOR ALL ROOFING PRODUCTS USED. SITE/DEMOLITION PLAN ■ ■ DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE PROD SPEC NOTES NOTES MK SIZE TYPE MAIL GLAZG FRAME THRESHOLD KEYLOCK WIDTH HGT THK A 2 @ 2'-4" 7'-8" NA FRNCH ALUM 7/16" LAM ALUM ALUM CGUDEAD BOLT/ENTRY OR LEVER CGI/SENTINEL 160/WHITE/MATCH EXISTING B 2'-4" 7'-8" NA SD LT ALUM 7/16" LAM ALUM ALUM CGI/SENTINEL 160/WHITE/MATCH EXISTING C 2'-4" 7'-8" NA FRNCH ALUM 7/16" LAM ALUM ALUM CGUOEADBOLT/ENTRY DR LEVER CGI/SENTINEL 160/WHITE/MATCH EXISTING FROSTED GL D 2'-4" 6-8" 1-3/8" FRNCH WD l(4. LAM WD PRIVACY FROSTED GL E +1-2'-4" +/-6'-3" GATE WD TBD CUSTOM FABRICATED MATCH FENCE PATTERN WINDOW SCHEDULE WINDOW FRAME HARDWARE PROD SPEC NOTES NOTES MK SIZE TYPE MATL GLAZ'G FRAME THRESHOLD KEYLOCK WIDTH HGT THK Q 2'-4" 3'-11/2" NA FRNCH ALUM 7/16- LAM ALUM ALUM CGI/DEAD BOLT/ENTRY DR LEVER CGI/SENTINEL 160/WHITE/MATCH EXISTING ROOM FINISH SCHEDULE MK ROOM NAME FLOOR WALLS CEILING NOTES E S W MAIN TBD DW DW DW DW CYPRESS CYPRESS FINISH W/ WATER BASED SATIN POLYURATHANE BATHROOM GERM TILE CT/DW CT/DW CT/DW CT/DW CYPRESS CYPRESS FINISH W/ WATER BASED SATIN POLYURATHANE SHOWER CT/PAVERS CT/STC CT/STC CYPRESS CYPRESS FINISH W/ TBD ABBREVIATIONS: DW...DRY WALL CT...CERAMIC TILE STC...STUCCO FOUNDATION SCHEDULE TYPE SIZE REINFORCING REMARKS MF-1 16' x 16" CONT. 1-#5 TOP/246 BTM CONT. MONOLITHIC (SLAB EDGE/STEP 3/4") MF-2 16' x 16" CONT. 1.85 TOP/1-15 BTM CONT. MONOLITHIC PF-1 24'k24"x12" 3-15E.W. COLUMN SCHEDULE TYPE SIZE REINFORCING REMARKS VERTICAL TIES C-1 6'k 8" 1 #5 - BXB REINF. MABONARY COL 411 48.0.C. MAX FILL' MOROL C-2 16' X 16' 4 #5 #3 © 17' O.0 GROUTED BLK CELL NOTE: PROVIDE HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE WIMIN. M9 T LADDER TYPE. REINS, BEAM SCHEDULE TYPE SIZE TOP OF TB ELEV REINFORCING W D BOTT TOP MID T1ES #3 TYP. REMARKS TB1 8" 16" 2-15 2-75 2- 8x8 "U -BLOCKS" SEE TYP SECT TB2 8" 16' 1-87 1 8X8 "U -BLOCK" TOP 1 8X12 LINTLE BTM SEE TYP SEC NOTE: ALL ROOF FRAMING LUMBER TO BE 2X10 @ 24" O.C. EXCEPT AS NOTED 2X6 SLEEPER W/ (2) i" X 5" LAG BOLTS @ EA. RAFTER G" @ EA.SLEEPER TO RAFTER CONNECTION "P' AT WOOD BEAM "D" CONNECTION 2 X12 RIDGE RAFTER COLLAR TIE ® THESE LOCATIONS/SEE DETAIL B/7 8 A/7 19'-6" €r) COLT Q CEN ER LINE OF CB WALL ROOF FRAMING PLAN B� Scale 1/4" =1-0" UPLIFT TI E —DOWN SCHEDULE DESIGNATION 90LOV/ABLE UPIFT 1 IBS 1 111-00N1 DESIGN/01M AT CONCRETE BEARING CONDITION (NET POUR) NMUNG TO RAFTER A 1810 SIMPSON HER 20 (NET SET) FL PRODUCT APPROVAL/0111473-85 SEE SIMPSON SIRONODE SPECIFICATION B 370 9MPSCN FRC 1.81 FL PRODUCT APPROVAL 1 10147-R6 SEE SIMPSON STRONGTIE SPECIFICATION C 370 SIMPSON HRC 1.81 FL PRODUCT APPROVAL 0 F110447 -R6 SEE SIMPSON SIRONC8E SPECIFICATION D 130 SIMPSON RR R PRODUCT APPROVAL 1 070667-R6 SEE 91IPSON 58RONGIIE SPECIFICATION E ]95 4NPSON LSSJ210 R PRODUCT APPROVAL / F110446 -R6 SEE 9MPSON SRRONGIF SKI:! NCAPON F 1010 9MP50N 4109 R PRODUCT APPROVAL I F1.10416 -R6 SEE SIMPSON STROH TIE SPECIFICATION C 780 9MPSO1 H8 R PRODUCT APPROVAL 1 F1.10456-65 SE SIMPSON STRO10111 91091/811 ON HIM 1. RUM TO *SIMPSON Ile PRODUCT RSONATIOK CATALOGUE FOR ADODONAL INSTALLATION INFO.. "A" AT RAFTER/TB CONNECTION + 26.4 LBS/-119.9 LBS NOTE: ALL ROOF FRAMING LUMBER TO BE 2X10 SOUTHER YELLOW PINE #2 © 24" O.C. EXCEPT AS NOTED "6" AT RIDGE CONNECTION BOTH SIDES COLLAR TIE BOTH DIRECTION/SEE DETAIL B/8 "C" AT RIDGE CONNECTION "E" AT RAKE HANGER TYP. 19'-6" Q LC) ROOF FRAMING PLAN AA) Scale 1/4" = 1'-0" CENTER IXB ON LIGHT FIXTURE TYP. NOTE SEE SHT. AA FOR CEILING COLLAR TIE DETAILS. CENTER IX6 ON LIGHT FIXTURE CENTER 1X8 ON EXH FAN SOFFIT TO MATCH EXIST! HOUSE 103 CYPRESS DOUBLE BEADED CEILING SELECT GRADE +1-8-0. 1x8 CYPRESS DOUBLE BEADED CEILING SELECT GRADE+I- B-9 A.F.F. NOTE: CYPRESS TO BE FINISHED WITH CLEAR WATER BASED POLY URETHANE SATIN FINISH REFLECTED CEILING PLAN Scale 1/4" = 1'-0" Q COLT 18 CEN ER LINE OF CB WALL RE -USE EXITING PAVERS PLACED ON CONC. SLAB. MATCH PATTERN TO EXISTING ENTRY STEPS AT MAIN HOUSE QCO 19'-8" Aili'ROVen OCT :j-28 2022 Lr1iLL TOWN OF 'GULF STKEAM, COL) 45 CEN ER LINE OF CB WALL 12 -0" 7'-8" 1'-4" 9'-4" 1'-4 6,-4" 1.-4" C-7 C' C- ! C-2 E L m5J8 SF P5F : c c1 /^1 • 11111 111 Fl,7�sFl CvsF © 4I n6 1 6 ii l' oE c, 1 11x111 111 • 111 II AI 1 1 1 11 1 1 1 :I' lull I11�• 1 1 11 1 •. C1 n C1 q i Q'C1 R C1 C1 0 1-84 X LENGTH REQUIRED TO DOWEL INTO EDGE OF SLAB 48) IT O.C. TOP TYP.(1 PERMETER TYP. 8" 14'-11" 12'-0" IMF 1 8'-0" RE -USE EXITING PAVERS PLACED ON WELL COMPACTED MASON SAND. EXTEND TO EXTINO POOL DECK AS REQ. MATCHH EXISTO PATTERN COLT CEN ER LINE OF CB WALL 2'-11 IMF -2 Or 4S� wK 49 CONC.SLABW8'X 6•111w.0%M.ON T VAPOR 6ARRN)R ON PATFD FILL 2'-0" ✓1 0 PF-1 ON WELL COMPACTED FILL TYP.TOP OF FTG 08110W0RD DE X I THK CONC. SLAB 1-15 918 1 a RET. I BTM CONT. - 1 -SS X LENA)AR OP CONT. TYP. LENlaiHH DOWEL INTO EDGE OF SLAB 4910 O.C. TOP TYq.1g PERMETER TYP. 1MF-1 MF-1 19'-4" Qin FOUNDATION PLAN Scale 1/4" = r 9 1) 4.• 00 P. :PiO AR0008645 PROJECT 0 202203 0" Q ■ • ■ CV LIGHTINGING FIXTURE SCHEDULE MK. SYMBOL DESCRIPTION MANUF. PART NO. LAMP MOUNT'G HT. VOLTAGE LAMP WATTAGE REMARKS QUANITY A WALL MT. TBD 120 XXX XXX 1 B COVE LIGHTING TBD SOFFIT 120 XXX XXX 96' C 0 RECESSED DN LT PHILLIPS LIGHTOLIER 4 CALCULITE LED GEN.3 LED SOFFIT 120 31 WATTS SEE ARCH FOR SPEC 3 D 0 RECESSED DN LT LED SOFFIT 120 31 WATTS SEE ARCH FOR SPEC 3 E -0 WALL MT. BEGA 31-182 LED 8'-0" 120 6.3 WATTS 8'-0" ABV TOP OF PAVERS 4 F ® CEILING MT. BEGA 31-327 LED 120 6.3 WATTS 1 G 49 COL FACE MT. BEGA 31-182 LED 120 6.3 WATTS 6'-0" ABV TOP OF PAVERS/GFCI 4 H <o CEILING FAN TBD 1 SMK 0 SMOKE DETECTOR NEST/2nd GENERATION SEE ELEV 120 1 EX 0 EXHAUST FAN PANASONIC FV-08VQ5 120 15 WATTS PLUMBING FIXTURE CONNECTION SCHEDULE NO. DESCRIPTION DRAIN WATER REMARKS SLOPE NOTES COLC HOT WC WATER CLOSET 3" 1/2" PURCHASE BY OWNER/INSTALL BY CONT. @ 1/8"/FT. BRASS CRAFT 1/2"/1/4 TURN ANGLE VALVE LAV LAVATORY 1-12" 1/2" 1/2" PURCHASE BY OWNER/INSTALL BY CONT. © 1/4"/FT. BRASS CRAFT 1/2"/1/4 TURN ANGLE VALVE SH SHOWER 2" 1/2" 1/2" PURCHASE BY OWNER/INSTALL BY CONT. @ 1/4"/FT. THERMOSTATIC CONTOL VALVE GENERAL EECTRIC. NOTES P. 01.1. 4,00E RIAU. 0011051 OF HE ELECIWCLL MIEN. 00IF STALE. FED.. F100 OUT. W Wµl °ARO ORS 4VI�GI CCM..00*00 HE CONFLICTS WITH LOCAL ORDINANCES, BARING CODES AND RCULA1005. THE CONTRACTOR SHALE REPO. IN NWInNG TO DE ARWNER SEER BERNE SUBMITTING A BD. THE AROIITECTKNONEER ELL THEN ISSUE • CWA AS HOW TO PROKED 2 TIE NMS A. M BE .NSDEtED OAGRAMATC. NOT NECESSARILY .06ING IN DETAIL OR TO SCALE ALL OF THE OR RIMS UNLESS SPECIFIC DIMENSIONS ARE SHOWN. ME STRUCTURAL AROIITECMRAL AND SITE S. CONTRACTOR SHALL FOLLOW DRAW. IN LAVING OUT WORK. .EG( ORNENCS OF FILL T.DESSTTOro VERB. SP.ES IN 1119a WALK Wu BE INSTALLED AND MAINTAIN MANIA. HEM ROOM. OR SPACE CONONSS AT ALL PONS. WHERE HEAD ROOM. OR SPACE 10NDHTOIS APPEAR SHALL UNITROUTE AT°EXTRRAA OAF ANIER XEE El. MODIFICATION IN LAYOUT E STUN 0E TOPREVENTnNN. CONFLICT 220 WORK 10 VARIOUS TRACES OR FOR PROPER MEC . OF THE CORK. 3. EXAMINE AU. 000000 S GARDMLY PRIOR TO MU912rn06 A BD CONTRACTOR GULL LE REQ.. TO 01000. AX HITEALLCT SAL. PLU004. 00 CONDIT1 DUNG SPTE �PINMR. 0000NELECTRICAL W HIWTSAow0ON EXPENON ANY SE THE ARCHITECTURAL. OWNER. DISCREPANCES, COf11C15. 01E 000110 E OR DAMSONS OCCUR BETWEEN 0RNN5. NOTFY N 00111110 THE ARCHI•• VERT111/ENGEM IN AIIPLE ME ST01400 0HARCIEROSnq 0OCA1°N .AND CONNECT. NTRE H NTH E BIDS ARE SUBMITTED. ONE AND ELECTRIC. UTILITY COIPANIES PEROW AU- WC. RELATED TO SEANCE IN SISCT ACCORDANCE 10TH VELDT CO. STANDARDS AN RECNIREIA.TS. TM COSTA MAT N BI A FOUIPM T N NEAT AN ORKY FIRST MASS W ANUKE MANNER 116 OWNER RESERVES A NEAT AND NOMANLUKE A➢PEARAN RpH ANO REEPPLEHAC.I.T IS TO BE OF DEM 541.(DONE IMIEDUTELY WHENH5 OMNI . DO NOTP E RESENT OD.CND OWNER N RIOTING. AT THE SOLE EXPENSE OF CONTRACTOR. 6. START AS TO SUITABILITY BY W THE EEWNRCONTRACTOR OTHER SPTRACCESSOR°R OVER CO.00111OR0 TOHIM RECEIVVEHII CLAIMS 104 ORQUESTIONS =WRAC. SHALL REMOVE AN REPLACE AT HES EXPENSE. NL EIECTRICAE WXO( WtlCi MAY HAVE TO BE REMOVED BECAUSE O 11040 NFNCE WM OTHER TRADES ES OF WHATTEWt ACTOR NATURE SILL APPLY TO N AND PAY ALL TOM HE .AINSURANCE SIL PAPOSTSY AU. �ETECTTON OR P65 ROYALTIES REQUIRED BY LAW OR WOMAN. AN SHALL KEEP THE °WEER HARMLESS FROM ANY OAYAGE Alp 025. ARM ING ERN ANY MO1.1UTON000 OF PE LAWS. RULE OR ORDINANCES. ALL MARE COPPER, IN RACEWAY. MESS OTHERWSE SFEOFED ON DRWNGS P0. COO/ORPROWS ATE NTH NIN° OF MIN TRADES TO AV= ALL CONFLICTS 12 GO A CCUPIFTE JOB. 00 105 N CCN010100. READY FOR USE 13. TOS CRAWS I5 A WOE FOR THE ELECTRICAL NSTNIATON. I1HE EECIRK'AL CONTRACTOR SHALL BE RESPONSIBLE TO FACADE A NNTISIN SYS. . IA PROMOS PULL ERR WHEN EMPTY CONONTS ARE SNOWS N THE PLANS. 1. PRODUCE ALL WRING OYAxS. AN PANEL SCHEDULE ID ATTACH NAPE THE PFRIANMG PAHFL ECIPYFNT 10 CORRESPOND WTI THE PUNS SCMYS PTTXG All PARTS. Our ENT. FYS OR BE PENETRAT,MOE *NI USE OY4 ENT. MC AANNC 59 SET CABLE ARE ACCEPTABLE WHERE .106.BY WOE E1/3 SSP OUPMERT DRAWS. 10PURSGNAC.`E ACTFOR RAP RWATORN. TME ARCHITECTANGINEER WnH .0P DRAM. FOR PRIOR 19. IESTIND THE CONTRACTOR D BY NRNSMLL TEST 1EMORK AND ALLALL 01013.EQUIPMENT AND NECESSMYQUIPLENT AS OPERSO PERSONS. A ELECTRIC POWER. 00010 1110 ENTIRE 1,010 1 00 SHALE BE TESTED FOR SHORTS GROUNDS AND WEN ORC4TS AND ALL CLADS SHALL BE OH.0110 D TO BEN PROP. MIRK. AND ontow WW1. TO THE COMPUTE SATISFACTION Cr TIE ENGINEER. 20. GUARANTEE. ALL EDUWMmT AN MATERIALS .ALL BE NARANFED FOR ONE YEAR AFTER THE CAM O 01. 01 "ACE BY OMEN. 21. AT GNREIION OF JOB THE EIECINCAL CONTRACTOR SHALL GIVE TIE OWNER AN AS -BUILT MET OF REPROCN22 BEFORE BOON E .pB 011 ELECTRIC. CONTRACTOR SHALL MSSHOWN. THE EXACT ELECTRICAL T THE STE AIN BECOME FAWN W M YL EOSnN CONDITIONS A O REPORT ANY OSNEPANCES TO TE ...ES BEFORE DOOM ANY WCRR N VAC ATE. 1. THE CRONE. 00010104 TAT TO ARE BEST OF HIS KNOWLEDGE, ALL YORK CONCMD N ACCORDANCE PR. TLE F10BOA BURIN CODE INSTALLA10N SHALL BED ACCWDANEE EM STANDARDS SET FORM. 2. 1. CORNIR401OR SOUL BE RESPONSIBLE FS KRIFYNG ALL EQUIPMENT G ON REOUIRLT010 (LE VOLTAGE. RAMC ORNN. GAS CONNECTS. ECT.) WHEN REAPED FOR THE WPLEGT/APPROV4D 108010. ME E000101T 51411 BE FURNISHED NTH ALL NECESSARY ACCESSORIES NM -DER COND./ED OPTIMAL OR STANDARD BY DC MANUFACTURER. 1 ALL EENOUT P10406ANALL D BYIMRG�WS .ALL BE BE NEVI. FREE°TURERS ARON 4(4..'S AN1WM MANUFAC0 0. W. 10. 4. AR CNCTINN DUCTWRN maxim MOVE CD.. SHALL BE Cr 1-1 /1111115 MASS 1. U.L. 101 LSI. FIBERMASS DUCT BOND. 5 F .0.101 DUCT. 1 WAY BE Ism FIN BRANCHES TO DEFUSE. AS NDCA. N OR AN00 RFXoIE DUCTS SEAL BE UUL101 BEM AL STEEL NMPNAL FSONG 11-1/ -RBERCLASS INSJUTON AND PoLKMTIIIE JACKET. 91 ACCORDANCE MITI SAI.A_CILA. STANDARDS PROVIDE SPN COLLARS EM VOLUME DAMPERS AT ALL FION IE DUCT TAPS TI RICO DUCTS DA N. TO HAVE LOCI. QUMRAN. NM HAND LEVERS. PROVIDE DOUBLE THODESS MRINNO VALVES AT ELWWS AND EXTRACTS DAMPERS AT ALL DUCT BRANCHES AN TAKE -005. 8 ALL OUTSIDE AIR AND EXHAUST dKTMSK STALL BE GALVANIZED SHEET META FABRICATED N ACCORDANCE MIN .M.A.C.M.A STNS. FOR VELOCITY SR MANUAL . ROOF EQUIRENT SHALL BE INSTALLED WM PREMSRICAMD ROW CURBS AND ANCHORED T) WTHSTAND HURRICANE MIND FORCES. 1XHT TO 101Hsr� 100 DS FOR CO ND° WITS .-TACK MINIMUM ELEVATION T) MEET now OTTE. ANC CR 11. AL RV. 5Y51FYS SHALL BE BALANCED TO DELIVER AR OWN.TE0 INDICATED N 000000004 ACCEPTABLE 4100/111 OPW5OR ANUS 10 X. I42 INwXHCMUST a°M NNO SCREWS dRG�ASTIENtH GALVANIM SBA PIPE RIM NASA APPROWD TAP. SNAP -LOLL ER PENETRATING DUCTWORK ELL BE PERMITTED. YAM .PRCON OVED RON ETARDANT FOAM INNS LATOR APPROVESCHEDULE D FOR PLEPVC °RANFRUOUSE 1 CONTR/ACTORS�OPTW°USE OW ER PIPE WM NwLATCN. 0.101000 GENERAL NOTE. I TIE ..LCNMACMR 0PLS.. L FURS AL UBOR MATERIALS AHD E 00.0 T NECESSARY FOR THE INSTALLATION OF COMPLETE .. SKI. 0 ACCORDANCE MESE DRAWN. ALL APPLICABLE STATE. COUNTY AND LOCAL CODES 0 ORDNANCE. TESTIS2 ME ONMAC0K PON ANLL � µT CE A CERNICA110 ATOM 1)0 LLOCAL I0 E1CTION TwMOTY 90014.00 ABo .. NI9HEn To ME WEER. L NAM.. 01440 AND EQUIPMENTSHALL BE NEW. W U.S. MAWIFAGIURR AN OF WOO NAVY FO RESPECTIVE KIND AN CAME. NO LST B: 00 091111 SO AS TO PREVENT ANY DELAY N TO PRO.. OF ME WOOL ALL WORK MRDUOHOUT .HALL BE 0010 ED N WORIONAN IE AWNS/ BY 511014NT NUMBER DP SKILLED WORDLIX 4. COSTS NAVE BEEN BASED 00 AS MST SUNNIS ROWED. CONTRACTOR SHALL MST 1HE SITE AND REVIEW ALL PERNA. UTUTT PPNO TO FAA... HUSSY NM THE WW1. Cr EWAPMENT. INVERT ETC AND MAKE DUE ALLOWANCES FOR ANY C.OMON AT'FCIIN HIS W.K. 5. ALL 0 110)00DUN SANITARY DRANACE PPNG AN MOTORUST 1i11 . SHA0 B: WE01 CAST DON ASHY -Ax) BELL N SPIGOT TYPE OR O 1 (010BNO 0.10) OHO SNIT. MENACE 4 DD. NTH 11.0 COATS BRµ. E VENT PIPE. SHALL SERVICE WSWCASTCASTPVC a10 44 E HO DWY. IRS (ASH -A14) A: SNOUT TYPE OR NO WTTIPE CCPPEW TYPE D1.(ASTY-0TC6) OR PVC 50 .000 40 OWL. ). UNDERGROUND WATER PIRA STALL BE COPP. T1PE X-(A.TLFB-305 N. ABOVE GRAIN P.M SAIL BE COPP. TYPE 6. A HOT WATER PESSIRE M LL D 101/00100 RELIEF PIPING SHALL BE COPPER TYPE 1M-(ASM B-3OB). R. ALL OCROMONING CONO.SATE OWN. mita SM. BE SCR 49 PVC KORN MO COPPER TYPE TYKE ....ENT ENT MUST BE USED. 10 011. . E (ASH D -2B2) EXCEPT WEN nC'FAl1ID P01000 MIRES SHALL BE PROVO. PATH ALL NECESSARY ACCESSDOES SUCH AS ST. ENT BE 0 OT0 PU01ED BRASS �E OCR TMBF.PROVIDE SET AND. � AND EXPO YD PSPITO AU. 00IWES.EDIVRES AEETC. REm OURN. WATER SMOLT. PROVIDE DEUCES 0000105 AS 00 90.D. PNN°E .O. A000(00R0 AS REWIRED 11. NOE 0 0010/UI. (WIN 00004 PLATED WALL OR FLOOR ACCESS FRAME. AN COVERS AS REWIRED) AT THE BASS Cr ALL WASTE A00/OR `ENT STACK. PROVIDE PITCH PANS @ LEAD FU.NG FOR ALL S NT.' 015.11 VENTS 12 ALL C2ST. WAS. PIPING S -OR NOS .HALL BE SLOPPED AT 1/11-1. FOOT. ALL HOES ONTAL WASTE PIPING 2 -OR LESS SHALL BE SLOTT. AT 1/4'PER FOOT. 11 N PVC SOUL RUN IN RETURN AN PFNNS AND NO MD.. UNR .ALL RUN ABOVE ELECTRICAL PANELS . REWARD BY NEC. 1.ANs 1. ALL GRIN. SHALL BE YARUEACNRD BY SWAN 4000. EARN M0 WADE TED TO MARK 9. N FREE AREA} WM MALL PO HARP PRIOR CONNECTER 2-1021 SAN -WIND BY EARN GNNC N ME 0.05SSi COD WATER u 2 441000101 WATER USE FUSSES SNAIL ED M 100 0 r""-RO000000 HAG41.1 RFIN.E MOM SHAN. BE PROVIDED WM ftD0 ABLE (NNyHMDmNG) WEE SILICON TTPE GROUT MERE NL PKNHEES 1110005 AN .IOU.ALL HR . SL BE C OME PLATED (GP 5. NJ. EXPOSED RXNRE P-lRAPS'SHALL 0E 1191.111E GA 6 R0 E PAID CAST DRAW OR TO STAINLESS CONNECT TO EXISTING" CW HB SERVICE OUTDOOR SHOWER WATER SERVICE ISOMETRIC SANITARY ISOMETRIC TO EXISTG SANITARY 2r 0 QP 5,2 MITSUBISHI MIN/SPLIT (L.. M.. HOUTDOROR uwTSIAmcL09.111 AS REC. ES 0/ FABRICATED SU N RICATEO SLEEVE CNC/CONCRETE BONA AS REWIRED PAINT TO AMT... COLOR CSD AIC U. TO DR. NOLINT COMPRESSOR ON VIBRTION ISOLATION PADS MECHANICAL PLAN 411 CONNECT t FM/ TO EXISTING HWH AT MAIN HOUSE INTERIOR THRU UNDERGROUND PVC SLEEVE SOV LIGHTING PLAN 4 PLUMBING PLAN EXISTG METER EXISTG GRAD \ GRADE EXISTG EXISTG PANEL - PANEL A B NEW PANEL CAB EXISTG UNDERGROUND SERVICE CONNECT TO EXISTING}' CW SERVICE PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN/AIC MOUNT'G LOCATION CAT # CAB 100 120/240 12 3 1 10,000 AIC SURFACE SEE PLAN LOAD NEMA C3R ENTER CKT. N0. WIRE COED, INCH CKT. BKR. SERVING WATTS CKT. N0. WIRE COND. INCH CKT. BKR. SERVING WATTS DOLE AMPS POLE AMPS 1 2 3 4 5 6 7 8 TOTAL TOTAL FEEDER THAN CU SEE RISER DIAGRAM SIEMENS, GENERAL ELECTRIC OR SQUARE 0 WILL BE APPROVED PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN/AIC MOUNT'G LOCATION A 200 120/240 20 3 1 SURFACE SEE PLAN CKT. N0. WIRE COND. INCH CKT. SKR. SERVING WATTS CKT. N0. VARE COND. CKT. BKR. SERVING WATTS POLE AMPS pax pE AMPS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 TOTAL TOTAL PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN/AIC MOUNT'G LOCATION B 200 120/240 20 3 1 SURFACE SEE PLAN CKT.N0.1 WIRE COED.INCH CKT.POLE BKR SERVING WATTS CK2T. N0. WIRE COEDINCH. CKT.POLE BKR.AMPS SERVING WATTS PS AMP. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TOTAL TOTAL TO EXIST° NSANITARY CONTRACTOR TO To VERIFY EXACT LOCATION ANC/INVERT AY C CT)' LAW TO IMERIOR THWH Hpp AT MAIN HOUSE U DERGROIMO PVC SLEEVE AC DISC Y4P ELEC PAIL CAB ELECTRICAL PLAN A PipRovmo l OCT = 8 2022 iO� FOWN op 1 R4A.m'FTI ®2022 WILLIAM S HOFFMAN ARCHITECT O. z g 20 LL u- O - C • S x Q U J.¢ J i co 0 2 CO CEN ER LINE OF CB WALL COLT @ WI T@ ER LINE OF CB WALL CEN ER LINE OF CB WALL EMENT ROOF TILE TO EMENT ROOF TILE TO MATCH MAIN HOUSE MATCH MAIN HOUSE LT. FIXT.'G• HARDWOOD — PRIVACY FENCE SEE DTL CORAL CLAD COL. LT FIXT 'E'� 11 1+1 11 11', C'J fIL-LT. FIXT. •E' /STUCCO ON 8' GNU FINISH TO MATCH MAIN HOUSE /TOP OF PAVERS 1X8 CYPRESS DEL BEADED CLG SELECT GRADE C. 8'-O A.F.F. TYP. PAINT ON 'PURPLE' GYP. BRD TYP. GERM TILE ON DURAROCK TYP. NORTH ELEVATION Scale 1/4" = 1'-0" I 1 I ELEV 1 Scale 1/4" = 1-0" SINK e SEE SECTION AI5 ELEV 2 Scale 1/4" = 1'-O" TP HOLDER +26' A FF CABINET WC � I � /STUCCO FIN. ON e,G FINISH TO MATCH MAIN HOUSE EMENT ROOF TILE TO MATCH MAIN HOUSE WEST ELEVATION Scale 1/4" = ELEV 3 Scale 1/4" = PAINT ON 'PURPLE' GYP. BRD. ELEV 4 Scale 1/4" = /STUCCO FIN.MATCH 8' CMU FINISH TO MATCH MAIN HOUSE OCT 2022 TOWN OF 9ULF 3Tft-EAU (1; C CENII�ER LINE OF CB WALL EMENT ROOF TILE TO MATCH MAIN HOUSE STUC FINISH SOUTH ELEVATION Scale 1/4" = 1'-0" PRONDE N/e SPACING AT PANEL EDGES O�0/2ON 1G pSU FROMM 2. BLOCKING I ALL PL.= SEMIS NAIL S£NI r/ ea la'O/C EACH ROE OF SEMI PANEL µSPACE AT EL DOS NOCO FAISUA (SEE TrP. WALL SECTION) ./ (2) lea TO EACH RAFTER ENO NAILING SCHEDULE (BLOCKED DIAPHRAGM) Q7 EDGE NAILING 8d 0 4" 0.C. Q INTERMEDIATE NAILING 8d 0 6" 0.C. Q BOUNDRY NAILING 8d 0 4" 0.C. ® CORNER NAILING 8d 0 4" 0.C. J FIN. ON6'CMU PO MATCH MAIN HOUSE LT. FIXT.'G' HARDWOOD PRIVACY FENCE SEE DTL EAST ELEVATION Scale 1/4" = 1'-0" ROOF SHEATHING ATTACHMENT DETAIL N. . BOND BEAN OR PE BEAN (sEEE TYP. WALL sErnGN) oa(5TE ae+P PLAN) UmML BRACING F REWIRED (SEE ROOF FRAMMO PUN) g a CO c "FLAT" CEMENT TILE ROOF (TO MATCH E iSTING) TO BE INSTALLED PER 2020 Florida Building Code - Residentipl SEVENTH Edition PER SECTION R 905.3 ON CDX PLYWOOD GALV NAILES @ 6" O.C. ILED TO RAFTERS W/10d 2X10 (NTS) WOOD RAFTERS SEE ROOF FRAMING PI INSULATION TO BE DETERMINED R-30 MIN. HURRICANE STRAP SEE PLAN AND SCHEDULE PROVIDED MOISTURE BARRIOR AS REQ. NAILER 1X2 WOOD DRIP CONT. 24 GA. COPPER MTL. DRIP AND FLASHING PER MANUF SPEC. CROWN MLD'G VERIFY W/ARCH. 1"X6" WOOD FASCIA ON 2-2" X WD. NAILER. STUCCO ON MTL. LATH (VERIFY TO MATCH EXISTING) CROWN MLD'G VERIFY W/ARCH. 8' CMU W/ i" 2 COAT STUCCO FIN. TO MATCH EXIST'G i" RECESS TYP. AT CONC SLAB TYP. 0 FIN. GRADE 1 LL 0 1- 16"X16" (MIN.) THK. CONC. SLAB EDGE/FTG W/2 #5 REBAR BTM. CONT. 0 1-#5 REBAR TOP CONT. 0 z 0 ON 1X3 @ 1E" R-4 INS N BETW=EN FU PAINTED WD. 3 BASE TYP. FINIF,H FLOOR MAT. IBC) CONC. SLAB MIN. 5" THK. W/6"X6" W.W.F. ON VISQUEEN VAPOR BARRIOR 1X6 DBL BEAD T&G "V -GROOVE" SELECT CYPRESS ON I" EXT. GRADE PLYWOOD ON PT 2X6@16"OC "x VARIED WDTH, DBL. SIDED CLEAR HARDWOOD FENCE PATTERN TO BE OFFSET TO BLOCK SEE THRU VIEW ON WHITE POWERED COATED ALUMINUM FRAME in FINISH TO BE DETERMINED. SEE ARCHITECT FOR DETAILS EXIST'G CONC PAVERS PLACED ON WELL COMPACTED MASON SAND +/- 12'- 4" ABOVE FINISH GRADE 144 X 5' REBAR @ 12" O.C. TOP TYP. @ PERIMETER WELL COMPACTED FILL TYP. WALL SECTION SCALE 3/4" = 1— U_ 0 D_ 0 1— d' 0 H m U_ 0 10 12 8"X1 "THK. CONC. SLAB EDGE/FTG W/1 #5 REBAR BTM. CONT. 145 REBAR TOP CONT. SLOPE DN. AWAY FROM DOOR PAVERS TO MATCH EXIST'G 8"X11" THK. CONC. SLAB EDGE/FTG. W/1 #5 REBAR BTM. CONT. 145 REBAR TOP CONT. EXIST'G CONC PAVERS PLACED ON WELL COMPACTED MASON SAND TYP. WALL SECTION SCALE 3/4" = 1'-0" APPRQVRO i OCT 'A LULL TOWN OF 1tJ F STREAM, FL +/- 0'- 9" TOP OF CONC. SLAB +/- 0'- 0" TOP OF GRADE 0 0 ■ • z Q o m U Q w o co g LL ■ L STRUCTURAL NOTES, CODES AND STANDARDS 1. WIND LOADS WERE CALCULATED IN ACCORDANCE WITH ASCE 7-02. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE RESIDENTIAL 7TH EDITION. 3. BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE, ACI 318/LATEST EDITION. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315/LATEST EDITION. 4. SPECIFICATION FOR THE DESIGN, FABRICATION -ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, AISC ASD/LATEST EDITION. 5. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530/LATEST EDITION. CONCRETE: CONCRETE TO REACH DESIRED STRENGTH, AS NOTED ON PLANS AND SCHEDULES IN 28 DAYS (MINIMUM CONCRETE STRENGTH SHALL BE f'c = 3000 psi IN 28 DAYS) AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER CUBIC YARD. ALL CONCRETE SHALL BE "READY MIXED' AND IN ACCORDANCE WITH ASTM SPECIFICATIONS C-9 A CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH IS TO BE PROVIDED. NO WATER TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. SLUMP AND CYLINDER TESTS SHALL BE MADE BY AN INDEPENDENT LABORATORY MINIMUM OF ONE PER 23 YARDS, W/ 517 LB. OF CEMENT PER CUBIC YARD. FOOTING DESIGN: 1. ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF WAS USED FOR DESIGN OF FOOTINGS. VERIFICATION SHALL BE PROVIDED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 2. FOOTING SHALL BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER AND CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. (SEE SITE PREPARATION NOTE) CONCRETE COVERAGE PER ACI 318. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3' 12 1X6 DBL BEAD T&G "V -GROOVE" SELECT CYPRESS ON 8' EXT. GRADE PLYWOOD ON PT 2X6 (4) 16" OC TYP. WALL SECTION SCALE 3/4" = 1'-0" 2. CONCRETE EXPOSED TO EARTH OR WEATHER: N0. 6 THROUGH NO. 18 BARS: 2' N0. 5 BAR AND SMALLER: 1-1/2' 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOINTS: NO. 11 BAR AND SMALLER: 3/4' BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: - 1-1/2' SHELLS, FOLDED PLATE MEMBERS: NO. 11 BAR OR SMALLER: 3/4" DATUM: RELATIVE ELEVATION TOP OF FLOOR SLAB TAKEN TO 0'-O'(SEE PLANS AND SCHEDULES) VERIFY ALL SLAB RECESSES WITH ARCHITECTURAL DRAWINGS. DIMENSIONS: CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD WTH SHOP DRAWINGS, ARCHITECTURAL DRAWINGS, AND WITH MECHANICAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. FORM WORK: SHORING AND BRACING PROCEDURES SHALL FOLLOW THE "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK' BASED UPON AMERICAN CONCRETE INSTITUTE STANDARD, ACI 34-68, ARTICLES 2.4 THROUGH 2.7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BRACING OF VERTICAL MEMBERS (WALL BEAMS AND COLUMNS) DURING CONSTRUCTION PHASE UNTIL FLOOR AND ROOF SYSTEM ARE IN PLACE AND PROPERLY ATTACHED TO SUCH MEMBERS. CONCRETE CYLINDER AND SLUMP TESTS: AT LEAST ONE SET OF CYLINDERS SHALL BE PROVIDED FOR STRENGTH AND SLUMP TESTS PER FOUR OR FOR EACH 50 CUBIC YARDS OF CONCRETE, WHICH EVER IS LESS. AT LEAST TWO SETS OF TESTS ARE RECOMMENDED FOR COLUMN POURS. FOR EACH POUR THE ENGINEER SHALL BE PROVIDED W1TH ONE (1) 3 -DAY TEST, ONE (1) 7 -DAY SEE DETAIL 5/7 FOR COLLAR TIE DETAIL TEST, ONE (1) 28 DAY TEST. ONE (1) SPARE, AND ONE (1) SLUMP TEST. REINFORCED MASONRY: 1. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE, 11, GRADE N. SQUARE END, WITH A MINIMUM AVERAGE CONCRETE STRENGTH ON OF Fm = 1500 p.s.i. 2. A) MORTAR SHALL CONFORM TO ASTM C-270, TYPE 'M' WITH A 28 DAY STRENGTH OF 2,500 p.s.i. B) FILL CELLS GROUT SHALL HAVE A MINIMUM STRENGTH OF 4000 p.s.i. W/HIGH W/C RA110 AND A MINIMUM OF 8' SLUMP, GROUT SHALL CONFORM TO ASTM C-476. 3. REINFORCED MASONRY WALL ARE DESIGNED PER ACI 530-92/ACI 530-1 4. SPECIAL INSPECTION IS REQUIRED FOR THE REINFORCED MASONRY WALL. 5. LAY ALL MASONRY WITH FULL FACE HEAD AND JOINTS AND WITH FACE SHELL MORTAR BEDDING. 6. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE W/ STRUCTURAL DRAWINGS AND DETAILS. 7. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF ENGINEER. 8. VERTICAL REINFORCING: (A) ASTM A 615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP NTH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -QUARTER INCH FROM THE MASONRY. (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN 1 #5 -UNLESS NOTED OTHERWISE. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED UNE UP PROPERLY. 9. HORIZONTAL REINFORCING: W/MIN #9 LADDER TYPE REINF. 10. PROVIDE 'DOVE TAIL' ANCHORS AT 16"o.c. VERTICAL FOR ALL MASONRY PLACED ADJACENT TO COLUMNS. 11. HOOK ALL VERTICAL REINFORCING INTO BEAM ABOVE WHERE REBAR TERMINATES. 12. PROVIDE CORNER BARS AT ALL CONCRETE/BOND BEAM INTERSECTIONS. BARS SHALL BE SAME SIZE AND QUANTITY AS BEAM REINFORCING, EXTENDING 48 db IN BOTH DIRECTIONS. "x VARIED WIDTH, DBL. SIDED CLEAR HARDWOOD FENCE PATTERN TO BE OFFSET TO BLOCK SEE THRU VIEW ON WHITE POWERED COATED ALUMINUM FRAME FINISH TO BE DETERMINED. SEE ARCHITECT FOR DETAILS CERAMIC TILE 8"X11" THK. CONC. SLAB EDGE/FTG. W/1 #5 REBAR BTM. CONT. 1-#5 REBAR TOP CONT. IN. BELOW GRD 13. IF ONE END OF WALL IS HIGHER THAN THE INTERSECTED WALL, THE CORNER BAR SHALL BE TURNED DOWN INTO THE VERTICAL FILLED CELL. 14. REFER TO FLOOR PLANS FOR VERTICAL STEEL SIZE AND SPACING IN THE REINFORCED MASONRY WALLS. 15. SPLICE SHALL BE A MINIMUM FO 48 BAR DIAMETER. PRECAST -PRESTRESSED CONCRETE LINTELS: 1. CONCRETE FOR PRECAST -PRESTRESSED UNITS SHALL BE DESIGNED TO ATTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 psi CONCRETE. 2. PRESTRESSING STRANDS SHALL 8E EQUIVALENT TO LATEST ASTM A416 -59T. 3. MANUFACTURER TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO FABRICATION. 4. THE PRESTRESSED CONCRETE SHOP DRAWINGS SUBMITTED BY MANUFACTURER, WHICH SHALL INCLUDE COMPLETE DESIGN CALCULATIONS, SHALL BE SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 5. ALL PRESTRESSED CONCRETE MEMBERS SHALL MAINTAIN A POSITIVE UPWARD CAMBER UNDER FULL DEAD LOAD. MEMBERS WITH ZERO OR NEGATIVE CAMBER WILL NOT BE ACCEPTABLE. CAMBER DATA SHALL BE INCLUDED IN CALCULATIONS SUBMITTED BY MANUFACTURER AND VERIFIED IN THE FIELD. WOOD TRUSSES: 1. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND ERECTIONS DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL TRUSS FABRICATOR TO PROVIDE PREFABRICATED HANGERS AS REQUIRED. 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE"HANDLING, INSTALLING AND BRACING OF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB (LATEST EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS: A) THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B) LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2"THICK NOMINAL LUMBER), THIS BRACING IS TO BE CONTINUOUS. C) A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3. THE BOTTOM CORDS SHALL BE BRACED BY CONTINUOUS LATERAL ""- STACKED CORAL STONE CAP STACKED CORAL STONE CLAD'G 12" X 12" CONC BLK. 5 REBAR VERT. TYP. TOP OF EXIST'G PAVERS BRACING (MIN. 2'X4') SPACED AT 6 FEET MAXIMUM NAILED TO TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 TO LATERAL BRACES SHALL BE LOCATED AT EACH END, IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FEET INTERVALS. 4. TOP CHORD BRACING: IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD PROPERLY LAPPED AND NAILED TO DEVELOP DIAPHRAGM ACTION. BRACING IS NOT REQUIRED. DESIGN, FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A) DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES (TPI LATEST EDITION). B) BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT LATEST EDITION)' C) HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (HET LATEST EDITION). PRE-ENG WD TRUSS 2-2X4 TOP PLATES 1/2" DURAROCK 5/8" DW MID HT BLK'G 2X4 STUD 24" OC 2-2X4 PT WOOD A yen i SILL O(; ` 8 2022 TOWN or 9UhF 111114,411, t. INT NON BEARING WALL SECTION SCALE 3/4" = 1'-0" -24" X 24" X 12" ISOLATED CONC. FTG. W/3 #5 REBAR BTM. E.W. ON WELL COMPACTED FILL TYP.. TYP. COL SECTION 24" X 24" X 12" ISOLATED CONC. FTG. W/3 #5 REBAR BTM. E.W. ON WELL COMPACTED FILL TYP.. SCALE 3/4" = 1'-0" 1-6 SIMPSON STONGTIE LTA2 TYP. PAINT ON #' PURPLE GYP. BRD LT. FIXT. "A" CNTR OF SINK MIRROR +/- 3'-2" X 5'-10" WNDOW SILL MATERIAL TBD SINK WC CERM. TILE ON DURAROCK 2X10@ 1'-4"O.C. 2X12 RIDGE BEAM 2-1}" x 5}" COLLAR TIES W/2-5/8" THRU BOLTS EACH END 12 O 6 O TYPICAL COLLAR TIE DETAIL Cad ROOF FRAMING PLAN "B"/OVERFRAMED ROOF SCALE 1-12" = 2 X 12 RIDGE RAFTER SIMPSON STONGTIE 2 X 10 RAFTERS TYP. 2 X 6 COLLAR TIES TYP OMUNI 1 1. H10A 1X6 CYPRESS DOUBLE BEADED SELECT GRADE +/- 8'- 0" A.F. CONC SLAB TYP. WALL SECTION SCALE 3/4" = 1-0" OCTAllipRoven err 8 2022 7,w14 op. u: F WINDOW SILL MATERIAL TBD • z Q o m U rc Q u w • o co g LL y D ti TILE ON ELASTOMERIC WATERPROOFING ON}"DUROROCK ON 1"x 3" P.T. FURRING @ 16" O.C. ON CMU TILE ON ELASTOMERIC WATERPROOFING ON RUBBERIZED SHOWER PAN ON CONCRETE SLAB 0 SHOWER WALL DETAIL SCALE 1-1/2" = 1'-0" 2 X 10 RAFTER 1" SPACER 2 X6 SELECT CYPRESS COLLAR TIE COLLAR TIE DETAIL SCALE 1-1/2" = 1'-0" 5 SOFFIT TO MATCH EXISTG © MAIN HOUSE 2X4 @ 24" O.C. WITH SIMPSON STRONG TIE A23 ANGLE OR EQUAL BOTH SIDES 12 2-1}" x 51" SELECT CYPRESS COLLAR TIES W/2-5/8" THRU BOLTS EACH END BOTH WAYS 1X6 T&G DOUBLE BLED CYPRESS ON " QQX.PL WO6O-0N WOOD RAFTERS CLEAR WATER BASED URATHANE FINISH "HAYN LINES" STAINLESS STEEL DECK TOGGLE @48" O.C. OR EQUAL SEE INTERIOR ELEV 1 1 X 88" CLEAR POPLAR OR EQUAL FASCIA PAINT TO MATCH WALL ON 2X6 SUB FASCIA 1X6 T&G DOUBLE BEADED CYRESS (@ 7'-6" A.F.F.) ON E" CDX PLYWOOD ON 2X4 @ 24" O.C. CLEAR WATER BASED URATHANE FINISH RECESSED DOWN LIGHT "C" SOFFIT UP -LIGHT TBD SIMPSON STRONG TIE A23 ANGLE OR EQUAL BOTH SIDES MINI SPLIT SOFFIT/COLLAR TIE DETAIL SCALE 1-1/2" = ELEC. CONNECTION TO BE HIDDEN FROM VIEW a X+/-4"CYPRESS BRD. TO HIDE ELEC. CONNECTION VERIFY W/ARCH. FAN JUNCTION BOX APPROVeta 'E1 OCT28 2022 TOWN OF 9tJLF $TIKEAM A, 0 2 0 • ■ co 3s vu.AL reAduf 6i6us y (� 't!<< 'I 13 r7rOf4ELIAl7 LAT/oJIA rAI-M 6r-orfturv, IMre fiAU4 Z-1.900 illy1r41-1 G,fJtJiAL M ( REVISION/ 712,711 JAYNE RESIDENCE DELRAY GARDEN CENTER 3232 GULFSTREAM RD 3827 W ATLANTIC AVE BY GULFSTREAM, FL DELRAY BEACH, FL JOB NO. OF SHEETS • REVISIONS z ti OF 3232 GULFS JON NO. SMELT BY SHEETS HOFFMAN ARCHITECTURE Ar. William Hoffman 434 E ast Rich Ave D eland Florid a 32724 Phon e 954-561-1642 www .Hoffm anArchit ectur e. com Octob er 5, 2022 Renee Basil Town Clerk To wn of Gulfstream 100 Sea Road Gulf Stream FL 33483 Re: Submittal Doc uments Gulf Stream Ca bana Diane and Bill Ja yne 3232 Gulf Stream Roa d Gulf Stream FL 33483 Dear Ms. Basil There a re two pa ckages that have been provid ed containing th e submittal documents fo r de ve lo pment a ppro val, se nt via F edEx . 1. 9 x 15 e nvelo pe (1 of 2) 2. 6 x 36 tria ngular tube (2 of 2) 1. 9 x 15 enve lo pe co nta ining the fo llowing: a. Thumb Drive i. Surve y ii. Pho tos of Existing Home iii. Drawing She et #'s 1. P-0. .. Co lo r Re ndering 2. P-1.. . Site Pla n w/G ene ra tion Lo ca tion Map 3. P-2... Flo or Plan, Ro of Plan, Blac k & White Ele vations 4. P-3... Co lo r Rende ring w & w/o , landsc ape 5. A-1 thru A-8. .. Constructio n Doc ument 6. Bo tto m She ets. .. La ndscape Plan, e xisting and pro po se d b. Pr e- Appli cation check list provided by Rita T aylor 1. #1 ... Compl et ed Dev el opment Application ii. #2 ... $1000 .00 Appli cati on Fee #8 ... C olor R end ering iv . #18 .. . W arr anty Deed Ag ent Affida vit v. #19... List of Adja cent Prop erty Own ers vi. #20 .. . Env el op es property owners within 25' (st amped, addr ess ed, no return address) vii . #22 ... Photos of existing home 2. 6 x 36 tri angular tub e a. Pr e Applicati on check list provid ed by Rit a T aylor i. #3... G en erati on L ocati on M ap( on sit e plan) ii. #4 .. . Sit e Pl an (two full-siz e 24 x 36 signed and s eal ed and t en 11 x 17 redu ced c opi es) iii. #5... Building El ev ati ons (tw o full-size 24 x 36 signed and sealed and t en 11 x 17 r educ ed copi es) iv. #6... Fl oor Pl an (tw o full-siz e 24 x 36 sign ed and sealed and te n 11 x 17 r edu ced copies) v. #7... Roof Plan (tw o full-siz e 24 x 36 sign ed and sealed and ten 11 x 17 reduc ed copies) vi. #8... Co lor Rend ering (two full-siz e 24 x 36 sign ed and s eal ed a nd te n 11 x 17 reduced c opies) vii. #10... Landsc ape Plan, existing and propos ed (tw o full-siz e and te n 11 x 17 reduced c opi es) viii. #14.. . Surve y 11 x 17 (two with full-size signed and se al ed and ten 11 x 17 full size copies) Since rely Willia m Hoffma n Architect (Florida AR 8645) HOFFMAN ARCHITECTURE Ar. William Hoffman 434 East Rich Av e Deland Florida 32724 Ph on e 954-561-1642 www .HoffmanAr chitect ur e.com Octob er 5, 2022 Renee Basil To wn Clerk To wn of Gulfstr eam 100 Sea Road G ulf Strea m FL 33483 Re : Submitta l Documents G ulf Stream Ca ba na Dia ne a nd Bill Jayne 3232 G ulf Stre am Ro ad Gu lf Stre am FL 33483 Dear Ms. Basil The re are two package s that ha ve bee n provid ed c ontaini ng th e submittal docume nts fo r de velopment approva l, sent via FedEx. 1. 9 x 15 e nve lope (1 of 2) 2. 6 x 36 triangula r tube (2 of 2) 1. 9 x 15 enve lope containing the following: a. Thumb Drive i. Surve y ii. Pho to s of Existing Home iii. Drawing Sheet #'s 1. P-0. .. Co lor Re ndering 2. P-1. .. Site Plan w/Ge nera tio n Loc atio n Ma p 3. P-2... Flo or Plan, Roo f Pla n, Black & White Elevations 4. P-3. .. Co lor Rendering w & w/o , la ndsc ape 5. A-1 thru A-8. .. Co nstruction Document 6. Botto m Shee ts.. . La ndsca pe Plan, existing and propo sed b. Pr e- Applic ati on check list pr ovided by Rita Tayl or i. #1 ... Compl eted D evel opment Applic ation ii. #2. .. $1000 .00 Applicati on F ee iii. #8 ... C olor R endering iv . #18 ... Warranty D eed Ag ent Affidavit v. #19 ... List of Adja cent Pr op erty Own ers vi . #20 ... Env elopes pr operty owners within 25' (stamp ed, addr essed, no return address) vii. #22... Photos of existing home 2. 6 x 36 tri angular tub e a. Pre Applicati on check list pr ovid ed by Rita Tayl or i. #3. .. Gener ati on Loc ati on M ap( on sit e pl an) ii . #4. .. Sit e Han (two full-siz e 24 x 36 sign ed and s eal ed and t en 11 x 17 r educ ed c opies) iii. #5. .. Building El evations (tw o full-siz e 24 x 36 sign ed and seal ed and t en 11 x 17 reduced c opi es) iv. #6... Fl oor Pl an (tw o full-siz e 24 x 36 signed and s ealed and te n 11 x 17 reduc ed c opi es) v. #7... Roof H an (two full-size 24 x 36 signed and se aled and te n 11 x 17 reduc ed c opi es) vi. #8... Co lor Rend ering (two full-siz e 24 x 36 signed and s eal ed and te n 11 x 17 reduc ed c opies) vii. #10. .. La ndscape Han, existing and prop os ed (tw o full-siz e a nd te n 11 x 17 reduced copi es) viii. #14... Survey 11 x 17 (two with full-siz e sign ed and s ealed a nd te n 11 x 17 full size copies) Sincere ly William Ho ffman Architec t (Florida AR 8645) Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLIC ATION FOR DEVELOP MENT APPROVAL This form is to be used for all d ev el opm ent review applications to be heard by the Town of Gulf Stream Architectural Revi ew and Planning Board, Board of Adjustm ent a nd/or Town Commission. To complete the form properly, pleas e revi ew the ac comp anying Town of Gulf Stream Instruction Man ual for Applicatio n for D evelopment Review Form. Failure to c omplet e this form pr operly will delay its c onsider ation . ARPB Fil e # P ART 0. GENERAL INFORMATI ON To be completed by all applica nts . A. Project Information I.A.I. I.A. 2. IA.3. Project Pro perty Le gal Descripti on: 1FL off eio 'stft.EAP Project/OwnerName: DI;51%1E Amp WILUAI'S E —1Ay Project Addre ss: ,32 32 613LFSTrtEAPA gr.) 6U Lf7 M -R' • 33Ls3 1: 2oP?ZTI E5 N L 4 60 cr. cf LT a AMD .L'j of Lo7 .b I. A. 4. Project Descriptio n (de scribe in detail, i ncluding # of stories, etc .) 1 5 ?owj t 1 5q LW-KVA4LD c .ABA-NA 4' L SCP- fj• G 0'J TZL"D / ENS CLO SED N-1oW ER I.A.5. Square Footage of New Structure or Addition: .232 Sip. FT. Architectural style: 6ULf67ILE Atf1 Tbe2MOO A S1 /i_ I. A. 6. Chec k all that apply: Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) De molitio n of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete sectio n E) Variance (co mplete section G) Non-residential uses (complete Sectio n F) I.A.7. Proposed F. F.E: Type of Founda tio n: B. Owner Informa tio n �( I.B.1. Owner Address: 32 3'.Z 6OL''S 112 EZ%M :Mc �U '""1 ` L 3"TS3 I. B. 2. Owner Phone Number: IOS— 5 1 — a►> Fax: 1.8. 3. O wner Signature : C. Agent Info rmatio n I.C. 1. Agent Name and Firm Name: W )LLIAM i-lo FMAt ( � I.C. 2. Agent Address: gal- eke -Jr K1G 4 A\ ' N. 1) 1L 32-4-24- 1. 0.3. Agent Pho ne Numbe r (0) I.C.4. Age nt Signature: 744 1 C4MCF.E E' 61.—A13 elzrr Ceiig5J 4(d - 1i 'P q sy- - 5 61 - 164-2_ Official Use Only Pre -App Date: A RPB Date: App Date: Recommendation: C om Date : TC Date: Decision: Application for Deve lo pment Approval, Form ADA. 32000 September 2004 Page 2 Town of Gulf Stream PART III. PROJECT DESCRIPTI ON AND JUSTIFICATION To be completed by all applicants after pre -application conference with Tow n Staff . Please be c oncise but bri ef. Attach additi onal sheets only when n ecess ary and be sure to incl ude the appropri ate and complete question numb er for each resp onse . A. Project Description and J ustificatio n III.A.1 . In what zoning district is the proj ect site lo cat ed? z S C- III.A.2. Is the project compatible with the intent of the zoning district ? es No Explain: TO MA—tGtt i -)(t 57>! r.) ?12 t Mk(2' P, I.0 Y CA l_ SHROCT u 12 III.A.3. Is the project consistent with the Future Land Use Map and goals, obj ectiv es and p olici es of the Compre hensive Plan? Y es No Explain: o f At III.A.4. How are ingress and e gress to the property to be provided? eX1S71t1C� III. A.5. How are the following utilities being provided to the property? a. Stormwater Drainage b. Sanitary Sewer c. Potable water . d. Irrigation Water e. Electricity f. Te lephone g. Gas h. Cable Tele vision III.A.6. If the project inv olv es the erection of one or mo re structures, plea se describe how the structures ar e consiste nt with the criteria in Section 66-144 of the Town of Gulf Stream C ode. (Att ach additional sheet if necessary.) .(S ?1Nb V 0 u t� p �l ti 11 t, 11 PART IV. ADDITIONAL INFORMATION Section A is to be co mpleted by all a pplicants after pre -applicatio n conference with Town staff. An swering "Yes" to a ny question in Sectio n A requires the completio n of additional Sections as indicated. A. Additio nal Approva ls /Requireme nts IV.A.1. Does the project involve land area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? Yes • (If "Ye s", Section B of this pa rt must be co mplete d.) IV. A.2. Does the project invo lve the demo lition of one or more structures? Yes (If " Yes", Sectio n C of this part must be comple ted.) IV. A.3. Does the project involve the clearing or the filling of any portion of an existin• vacant lo t or more than fifty percent (50%) of the landscape are a of a developed lot? Yes (If " Yes", Section D of this part must be completed. ) IV.A.4. Does the proje ct require approval of a Special Exception? Yes No (If "Ye s", Sec tion E of this part must be co mplete d.) IV.A.5. Is the pro e ct t variance with any regulations contained in the Zoning Code? Yes No)(If "Ye s" , Se ction G of this part must be completed. ) No Application for Development Approval, Form ADA. 32000 Page 3 Se pte mbe r 2004 TOWN OF GULF ST RE AM SITE DATA TABLE Gross Lot Area ill- gap Effective Lot Area *20 FA R Calculatio ns EXISTI NG DEMO NEW NET 1st Floo r Living 3O5S Ceilings over 15' (double) 2"`' Floor Living 1st Floor Covered (po rc hes, overhangs > 2 1/2) 4A -1 2"d floor Covered Awnings > 3' and screen encl. (g50%) Garage $ G ross Floor Area 3g$q, Out Buildings v) - Tota l Floor Area oposed 4509 First 20,000 X .33 y.4SQ m _ O ver 20,000 X . 20 Tota l A llowable FAR Per Manual l{ -' 4•$C T otal Hardscape Area b3g Required Landscape A rea (lot size x 40%) 53. (05; Actu al % Landsca ped Open Space A rea S4 SP- Prepared by a nd return to: Natalie Goodwin Authori zed Sign atory Meridian Internatio nal Title Services Corp . 30 So utheast 4th Avenue Delray Beach, FL 33483 561-276-8121 File Number: 19-1052 Burns [Space Above This Line For Recording Dalai Warranty Deed This Warranty Deed made this \'j' day of May, 2019 betwee n Robert G. Bur ns and Helen C. Burns, h usband and wife, whose post office address is O. B O. Bo x 1145, York Harbor, ME 03911, grantor, and William E. Jayne III and Dianne S. Jayne, husband and wife, whose post office address is 116 Captains Drive, Brick, NJ 08723, grantee: (Whenever used herein the terms " grantor" and " grantee " include all the parties to this instrument a nd the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLL ARS ($10 .00) a nd other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, an d sold to the said gran tee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach County, Florida to -wit: A ll of those parts of Lots 25 and 26 of Gulfstream Properties, a s ubdivisio n of lands in the Tow n of Gulf Stream, Florida, according to the Plat thereof, on file and of record in the Office of the Clerk of the Circuit Cou rt in and for Palm Beach Count, Florida, in Plat Book 18, Page 27, described and boun ded as follows: On the West by the West line of said Lots; on the East by G ulf Stream Road; on the North by a line parallel to and 50 feet South of ( measured at right angle s) the North line of s aid Lot 26; and on the South by a line parallel to and 50 feet South of ( measu red at right angles) the North line of said Lot 25. Parcel Identificatio n Number: 20-43-46-03-05-000-0251 Together with all the tenements, hereditamen ts an d appurtenances thereto belonging or in anywise appertaining. To Hav e an d to Hold, the sa me in fee simple forever. And the grantor hereby cov enants with said grantee that the grantor is lawfully se ized of sa id lan d in fee simple; that the gran tor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same a gainst the lawfu l claims of all persons who msoever; and that said land is free of alt encumbrances, except taxes a ccru in g subsequ ent to D ecember 31, 2018. In Witness Whereof, gran tor has hereu nto set grantor's hand and seal the day an d year first above written. DoubieTime® Signed, sealed a . •red in our presence: Witness Name: Wi ness Name: State of Florida Cou nty of Palm Beach a le L. Lorenzo in Lor e' nL0 ( ..ti- t--{$eal) - o ert G. Burns ter- sZ S c2 • fLl%P. .- eat ) C. Bur ns The foregoing instrument was acknowledged before me this ' day of May, 2019 by Ro Burns, who [_] are personally known or [X] have produced a driver's license as i [Notary Seal] �Y'p� ..• JOSE L. LORENZO l; a Notary Public — State of Florida Commission R GG 222058 or moo ? ` My Comm. Expires Jun 28, 2022 Bonded through National Notary Assn. Warranty D eed - Page 2 Not ary Pri nte' My Commission Expires: Burns and Helen C. Dou bleTlme® TOWN OF GULF STREAM PAL M BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT M ORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAULA . LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE STATE OF FL ORIDA ) COU NT Y OF PALM BEACH ) TOWN OF GULF STREAM ) A GENT AFFIDAVIT BEFORE ME THIS D AY PERSONALLY APPEARE D (Owner) )— 11 fnrvl , WHO BEING D UL Y SWOR N, DEPOSES AND SAYS: Telephone (561) 276-5116 Fa x (561) 737-0188 Town Manager GREGORY L DUNHAM T own Clerk RITA L. TAYLOR TH AT THE PERSON(S) OR COMPANY OR FIRM LISTE D BELOW HA VE THE CONSENT OF THE OW NER OF THE PR OPERTY LISTED BELOW TO REPRESENT THE OW NER OF SAID PROPERTY AS AGENT FOR srth PLAN RE VIEW WITHIN THE TOW N OF GULF ST RE AM. TH E SU BJECT PR OPERTY IS LEGALL Y DESCRIBED AS FOLLOWS: PL. OF 6(iLES1V EAW1 OP ZliE;s No/ so fT . Or LT ANt> s �y 50 ft• Or L.tsr AGEN T'S(S) NAME: \411 LL4/%M 5. 4W1A-14 COMPANY OR FIRM NAME: W I L -L_ [{FM F1-OFFJI '1, Alt CI4 rTEcrt .)IIt AGEN T'S AD DR ESS: 4:34- fr-71. T 12,161- *!E - retA-MC t. 32"4.2 �-- AG EN T'S PH ON E: q5q- • 50(• 164-2 FUR TH ER A FFIANT SAYETH N OT. (Own er Sign ature ) SWORN A ND SUBSCRIBED BEFORE ME THIS 1 DAY OF (NOTA RY P 100 SEA RO AD, GULF STREAM, FLORIDA 33483 DEBORA CANELAO A Notary Public of Ne w Jersey My Comm ission Expires January 8, 2024 H OFFMAN ARCHITECTURE Ar. William H offman 434 East Rich Av e D el and Florida 32724 Ph on e 954-561-1642 www .H offmanAr chit ectur e.com Diane and Bill Jayne 3232 Gulf Stream Road Gulf Stream FL 33483 Re: List of Adjacent Pr op erty Owners Geo rgie W Lewis 3662 Gulfstrea m Road De lray Beach FL 33483 Graham and Lisa Conklin (3247 Polo Dr.) 267 W End Ave. Ridgewo od NJ 07450 Edward J. Dalidowicz 3223 Polo Dr. Delra y Be ach FL 33483 Christophe r and Elizabeth Ruth 3212 Gulfstream Road G ul Stre am FL 33483 NOTICE OF APPLICATION FOR DEVELOPM ENT APP ROVAL NOTICE IS HEREB Y GIVE N that the Architectural R evi ew and Planning Board of the Town of Gulf Stream will hold a Publi c Hearing on TH URSDAY, OCTOBER 27, 2022, AT 8:30 A .M ., in the William F. Koch, Jr . Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An appli cation submitted by William Hoffman, Archit ect for Hoffman Architecture, as Ag ent for William and Diane Jayn e, 3232 Gulfstream Road, Gulf Stream, Florida, legally de scribed as PL of Gulf Stream Properties NLY 50 ft. of LT 25 and SL Y 50 ft. of LT 26 for the following: L evel 2 Architectural/Site Plan Review to permit a one- story, 232 sq. ft . back yard cabana to match the existing primary re sidential structure . The Architec tural Review and Planning Board shall make a final decision regarding the subject appli cation at th e me eting noticed above. The meeting may be adjourned from time to time and place to place as may be nec essary to hear all partie s and e vide nce. The c omple te application materials ar e on file in the O ffic e of the Town Clerk loc ated at 100 Sea Road, Florida 33483, and may be reviewed during regular which ge ne rally include non -holiday weekdays from 4:00 P.M. Gulf Str eam, business hours, 9:00 A. M. to ALL PARTIES INTER ESTED IN THESE MATTER S may appear before the Architectural Re view and Planning Board of the Town of Gulf Stream at the time and place afore said and be he ard. SHOULD A NY INTERESTED PA RTY SEEK TO APPEAL ANY D ECISION MADE BY THE ARCHITECTURAL REV IEW AND PLANN ING BOARD WITH RESPECT TO ANY MA TTER CON SIDERED AT THE PUBLIC HEAR IN G, SAID PARTY WILL NEED A RECORD OF THE PR OCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO ENSUR E THAT A VERBATIM R ECORD OF TH E PROCEEDIN GS IS MADE, WHICH RECOR D IN CLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S. S. Dated: October 6, 2022 TOWN OF GU LF STREAM Renee /Basel To wir 4 le rk