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HomeMy Public PortalAboutAPP 21-23 (Large Plans in File)Town of Gulf Stream Pre -Application Checklist: Level Ill ner's Name: Address: PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. A. Review and Approval Processes 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 A ' •lication Materials NUMBER OF COPIES REQUIRED 17 17 1 nvelopes 1 1 Set 9. Sign Review Site Plan Review, Level III 11. Site Plan Revision 12. Special Exception Review 13. Subdivision Review 14. Variance Review 15. Rezoning Review 16. (Other) APPLICATION MATERIAL 1. Corn • leted Develo • ment A • • lication 2. Fee of + + + 3. Generation Location Ma • on site Plan 4. Site Plan 2 full size, 15 reduced to 11x17* 5. Buildin • Elevations 2 full size, 15 reduced* 6. Floor Plans 2 full size, 15 reduced* 7. Roof Plans 2 full size, 15 reduced* 8. Perspective and/or Color rendering Recommended for meetin 9. Draina•e Plan if site is altered 10. Landscape Plan (2 full size, 15 reduced*) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "0 en Front Lawn". See definition 11. Se tic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive 13. DOT Landsca • e Permit Al A 14. Surve 11" x 17" 15. Subdivision Plat 16. Concurrent Documents 17. Proof of Ownershi • warrant deed 18. A•ent Affidavit 19. List of Ad'acent Propert owners 20. Propert owners with' 25' 00' (s amped addressed envelo•es, no return a 21. ro • e Owners Affidavit 22. Photos of Existin • Home if a • • licable 23. Construction Traffic Mana•ement Plan: Prior to Permit Prior to Permit 24. Dama•e Bond: "' v- *NOT . � here multipl oce p ei s of adrawing and sealed. A require, ltwo copies shal be an original full other copies shall be reduced to 11" x size (24" x 36") drawing which is signed 17". Please refer to the instruction for more detailed information. ress X:\DEPUTY SHARED\Forms\Bldg & Occ Reg Dept Forms\Level 3 Pre-AppI. Cklst.docx Page 1 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 21-23 Address: 3420 Gulf Stream Rd. Proposed Improvement: Approvals Requested: Level III Architectural/Site Plan Review: Special Exception: Gross Lot size: 15,589 sq. ft. Owner: Davin Gebauer Agent: GE Architecture, Inc. Construction of a 5,365 sq. ft. Gulf Stream Bermuda, two-story, single-family dwelling with a 2.5 car garage and swimming pool/spa. To permit the construction of a 5,365 sq. ft. Gulf Stream Bermuda, two-story, single-family dwelling with a 2.5 car garage and swimming pool/spa. Special Exception to permit 222 sq. ft. of covered open space that exceeds the maximum permitted FAR. Effective Lot Area: 15,589 sq. ft. Proposed Total Floor Area: 5,365 sq. ft. Allowable Floor Area: 5,144 sq. ft. Required Landscape Area: 6,236 sq. ft. Actual Landscape Area: 7,125 sq. ft. Eave Height: 9' 6" Zoning District: RS -P Roof Height: 28' 8" Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-72 Special Exception Floor Area Ratio (FAR) Section 70-74 Setbacks Section 70-100 Roof and eve heights Section 70-187 Table of District Standards Motions: Motion to approve a Level III Architectural/Site Plan based on a finding that the construction of a 5,365 sq. ft. (including 222 sq. ft. of covered open space that exceeds the maximum permitted FAR) Gulf Stream Bermuda, two-story, single-family dwelling with a 2.5 car garage and swimming pool/ spa meets the minimum intent of the Design Manual and applicable review standards with the following conditions: Town Commission File # 21-23 Town Commission: October 8, 2021 Page 2 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 2. Prior to the issuance of a certificate of occupancy, the owner of the property shall prepare and record a deed restriction which shall provide that all roof projection areas shall remain unenclosed as per approval of the special exception for as long as the structure is in existence or exceeds the maximum permitted FAR. Motion to approve a Special Exception to permit 222 sq. ft. of covered open space that exceeds the maximum permitted FAR. ARPB Date: September 23, 2021 Action: Level III Architectural/Site Plan Review - approved 4-0 Special Exception - approved 4-0 Town Commission Date: October 8, 2021 Action: Level III Architectural/Site Plan Review - Special Exception - TOWN OF GULF STREAM ARCHITECHTURAL REVIEW & PLANNING BOARD REPORT Application #: 21-23 Address: 3420 Gulf Stream Rd. Proposed Improvement: Approvals Requested: Level III Architectural/Site Plan Review: Owner: Davin Gebauer Agent: GE Architecture, Inc. Construction of a 5,365 sq. ft. Gulf Stream Bermuda, two-story, single-family dwelling with a 2.5 car garage and swimming pool/spa. To permit the construction of a 5,365 sq. ft. Gulf Stream Bermuda, two-story, single-family dwelling with a 2.5 car garage and swimming pool/spa. Special Exception: Special Exception to permit 222 sq. ft. of covered open space that exceeds the maximum permitted FAR. Gross Lot size: 15,589 sq. ft. Effective Lot Area: 15,589 sq. ft. Proposed Total Floor Area: 5,365 sq. ft. Allowable Floor Area: 5,144 sq. ft. Required Landscape Area: 6,236 sq. ft. Actual Landscape Area: 7,125 sq. ft. Eave Height: 9' 6" Roof Height: 28' 8" Zoning District: RS -P Issues Considered During Review: Section 66-144 Standards: Regarding Level III architectural/site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-72 Special Exception Floor Area Ratio (FAR) Section 70-74 Setbacks Section 70-100 Roof and eve heights Section 70-187 Table of District Standards Motions: Motion to recommend approval of a Level III Architectural/Site Plan based on a finding that the construction of a 5,365 sq. ft. (including 222 sq. ft. of covered open space that exceeds the maximum permitted FAR) Gulf Stream Bermuda, two-story, single-family dwelling with a 2.5 car garage and swimming pool/spa meets the minimum intent of the Design Manual and applicable review standards with the following conditions: ARPB File # 21-23 ARPB: September 23, 2021 Page 2 1. Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. 2. Prior to the issuance of a certificate of occupancy, the owner of the property shall prepare and record a deed restriction which shall provide that all roof projection areas shall remain unenclosed as per approval of the special exception for as long as the structure is in existence or exceeds the maximum permitted FAR. Motion to recommend approval of a Special Exception to permit 222 sq. ft. of covered open space that exceeds the maximum permitted FAR. ARPB Date: September 23, 2021 Action: Level III Architectural/Site Plan Review - Special Exception - Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA ► RECEIVED• AUG 19 2021 APPLICATION FOR DEVELOPMENT APPROVAL Town of Gulf Stream. FL. This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # -4' 3 PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information r I.A.1. Project/Owner Name: i)A VI t N 6 t; 6 U C 3120 G u L r S r Pt rv1 P`C , GULF sT E INA .- 1.._017.40,6 I.A.2. Project Address: I.A.3. Project Property Legal Description: MLo T i i Bt-OC K l PLAT No I. ;Pow t et "bs, ACLoeperi6 o -r-NE p LINT '-CNEIREDF AS 0. EC 0120 -ED � 00K ZrU; 13 P ilt�i C, �£[oQPS o F P4 L (3 EAC N P /� Lt , . I.A.4. Project Description (describel in detail, including # of stories, etc.) 2- 5 -rob- -,( 5 /1•431.-C- FAIM i t_Y I -to ME. Z, 5 G ,a 6 A Q. f\ 6 E vV Pool../S p f1 , o cokiEeE-l' PoCc_N• 5 365 5 a f'+-. I.A.5. Square Footage of New Structure or Addition: Architectural style: b-- .e Y L) OA I.A.6. Check all that apply: X Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) Variance (complete section G) Non-residential .uses (complete Section F) I.A.7. Proposed F.F.E: B. DO NAV O Type of Foundation: rr tC/C,TA.'a pf- 6E4(.4 B. Owner Information I.B.1. Owner Address: 1.6.2. Owner Phone Number: 2193 - 2:14- 2:10 5 1.B.3. Owner Signature: C. Agent Information I.C.1. Agent Name and Firm Name: TE I.C.2. Agent Address: / 09 I.C.3. Agent Phone N I.C.4. Agent Sign Official Use Onl Pre -App Date: App Date: Com Date: Decision: ARPB Date: Recommendation: TC Date: Application for Development Approval, Form ADA.32000 September 2004 7 1i722iotAPio Lg A41/0/ Z'7 o&V-d `U Fax: Page 2 V E t_i2fF'1 gt,Ac_i4 Fax (Dt-`L7 -(Dt2. 1 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION ence h Town ff Please To be Attach additionalsheletsnonly when neceicats after lssary and beication rsure to►tinclude the appropriate be completed y all appropriateand complete brief. question number for each response. A. Project Description and Justification In what zoning district is the project site located? GU STe-AINA COP PLC Tl2te_T III.A.1. III.A.2. Is the project compatible with the intent of the zoning district ? es No Explain: Me rc e.)01 -1 -1 - /NO F - Si'f L 0,etcl�•`iR ✓IEN1 S III_A.3. Is the project consistent wi the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? es No Explain: III.A.4. How are ingress and egress to the property to be provided? P1 b (2-% v E W af-W S LbC,4'rW C2 ' CCU ST a€ (o AO A f7CY III.A.5. How are the following utilities being provided to the property? a. Stormwater Drainage Si -'2E --144t4 b. Sanitary Sewer pi2‘J I SY 5 re '4 c. Potable water -rcoc -)r...\ ( L F d. Irrigation Water TG " �' Gs.' '2 L-�►>� e. Electricity ,Bleu) `eVN f. Telephone /4/30 V C (rift, " (f'"' /f&, /1- 69/-- g. Gas / ✓ d ,V/< LL / TE roi/z&— T ) h. Cable Television _ SA %? ase e how the structures are III.A.6. If the involvesth the erection of one or more 66-144 of the Towns of Gulf Stream bCode. (Attach additional consistent with the criteria in Section sheet if necessary.) PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? Yes No (If "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Yes No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? (If "Yes", Section E of this part must be completed.) IV.A.5. Is the project at variance with any regulations contained in the Zoning Code? Yes Id (If "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 September 2004 No Page RECEIVED .f 43 19 2021 own of Gulf Stream, FL 3 Town of Gulf Stream E. Projects Requiring Special Exceptions IV.E.1. Is the proposed use a permitted Special Exception use? No Code Section: %17 72(b) R.ODF A©�c:�'or� IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety, j welfare, and morals will be protected? fieo,"osN6— /OD /7"//1 L 222 SQrr of 1OVV7Z6-Z' 106-17-14-,(;v/a. /11W6 ,VU , Cc -'2/'9G- ,a6L/C 3itkir idF., filet) IV.E.3. Will the use cause su•stantial injury to the value of other property in the neighborhood where it is to be located? Yes Explain: //t15 A,DL)/ fJUA/htLSD V6>2 LD6 61 iT7�- A //Ui/s IV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? 3'/fiv6 J J e ,4WD "VJU,11/4Cr OOR i!z'i;oil "6.'3y' e5/= .fit//2 /c6 IV.E.5. What landscaping and screening are provided? TG— ��� ��� scy,eE ve-0 / /71A PO PO C4 PV S i*iirn S SSG' „ /7126 -ii IV.E.6. Doe the use conform with all applicable regulations governing the District wherein it is to be located? No Explain: F. Non -Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained: IV.F.2. If recreation face ' ies are to be provided, describe them and their potential impacts on surrounding Properties. IV.F.3. For each of the following, list the numb: provided and their dimensions: Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways/Aisles: R E C E WE D Application for Development Approval, Form ADA.32000 September 2004 1 Town of Gulf Stream, FL Page 5 Town of Gulf Stream H. Projects requiring Rezoning IV.H.1. What is the Futu - Land Use designation of the project site? IV.H.2. If the project involves a Rezoni •, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, .r any combination thereof, please describe the need and justification for the request. PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. //, s , 5 Ems✓ 1)6I5J 6-it/&V 70> -A/0 /Aire) 77/C" '-' , tr s-‘ ' Z 1J GN 67/e/TE-7Zi/1 pi7/', -T t fie emir /r4-57 fit' ,dee /6/e) z. v/ gbe toy It 0 (.16/ At t4 7E2 z-F-Aesti e- 'r a - 04. , L Dit16- Z4 - sr,e % `n /?, ///id. -2f? iv/9i //22-4./v ( //, 7e)e 77'i92 £7 /,)/ i/ r/6-7ze� y NCC�" ,6i4 L (ON /1736 (/6r �o ,� G ' �� � r�� /,,a0/6:4///Z, " C'22' 3 4:/o/e'XI-Z. RECEIVED A AUG 19 2021 Town of Gulf Stream. FL Application for Development Approval, Form ADA.32000 Page 7 September 2004 N GUL:7' STRE TOWN OF GULF SIRE/4111i SITE DATA TfrJ LE Gross Lt Area 151 5S9 Effective Lot Area i5 g FAR Calculations EXISTING DE i ?O NEW NET 1st_ Flo,r Living r .. 4._ o 0 Q, --31D 2-7 I U Ceilings over 15' (double) o 0 0 a 2nd Floor Living 0 0 (i b 0 0 11 b00 .st Floor Covered 2 %') 0 4�4 444 (porches, overhangs > 2nd Floor Covered 0 0 d O Awnings > 3' and screen 0 (at 50%) enclosure Garage O 0 (Q i t (o l Gross Floor Area 0 0 5; 3 cos 5 6S. fr�Mt i .uildfings Gl 0 a Total Floor Area Proposed (.) 0 53(o 5, 3 b 20,000 X 5', I `tit First .33 ei Ov:r20,000X.20 Tot, l allow.. ble FAR T Per Manual Total Hsrdscape Area 3 Required Landscape Area x 40%) f, 2%got size Actual % Landscape Open Space Area 7 1 .Z 5- _ Aold\TioNikt l.oC�6ir� -A2�fc c222SOff pEc i AL EXt rn 19T)0)-1 X:\DEPUTY SHARED\Forms\Bldg & Occ Reg Dept Forms\SITEDATA.DOC t► RECEIVED 4 AUS 19 &'i Town of Gulf Stream, FL Rita Taylor From: Gary Eliopoulos <Gary@eliarch.com> Sent: Thursday, September 16, 2021 4:04 PM To: Rita Taylor Cc: Jennifer Hindin; Linda Hamilton Subject: Gebauer Residence Attachments: 510A300_REV-1_09.16.21_SS.pdf [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Rita, Here is the revised exterior elevations with the bottom of the eaves which are 9" below the proposed bearing ht. Gary P. Eliopoulos, AIA, NCARB ge architecture, inc. 1045 east atlantic ave. suite 303 delray beach fl 33483 T: 561-276-6011 / F: 561-276-6129 e-mail: gars@eliarch.com website: www.gearchitecturedesign.com The information in this email transmission and any files transmitted with it are confidential. If you are not the intended recipient, nor the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that any dissemination or copying of this transmission (including any attachments) is strictly prohibited. If you have received this email in error, please notify the sender by email reply. Thank you. 1 ® Ry;a rtmmwue mm. arorww NOTES LIGHT FiXTIRES 00 MOT 00.15110 CO EQUAL, PAM LE10EID PROPOSED EAST ELEVATION WED FIE (PSF ) CO B OTHi ADd xO1E 00 2cet5) EXTERIOR STUCCO: ELEVATIONS NOTES NORTH FACADE CALCUAATIONS E �rtv of ,.... Y, i:S S2E Ew .uuwceou«mom. murcao ,reu. wrt.. ueuuro no 9❑m��r +vn x.oc wunucwmw. Trn1 E 3/51 • 1-0' PROPOSED NORTH ELEVATION E 174 E --114:E uwvrsrcw r.mw Ems- E 4 .o. 4 4 4 44.. '4.4 e..c nrcx.rtvo e� ArctdecL Planer and Deeigner AA -28002044 sal -2.,-a„9 0550 1-05 505 6 01550 ccxs,5,c,ux !Gary P .!Eliopoulos Digitally signed by Gary P iEliopoulos §ON: r- US, o=Unaffiliated, ou=A01410C00000125DD342CC 4600003C25, cn=Gary P 3Eliopoulos PDate: 2021 09.16 15:56:11 -04'00' SINGLE FAMILY 6 RESIDENCE 6 6 3420 GULFSTREAM RD. GULF STREAM, FL c cm ..mwn. 7:°""•1 Tm. o n� xu.eea 5100300 11. PROPOSED ELEVATIONS 06.2121 20210510 A3.00 OWN OF V ULI- 0 I KCA11111 PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAULA. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE STATE OF FLORIDA COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) AGENT AFFIDAVIT Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY L DUNHAM Town Clerk RITA L TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) ��/ EU E/1i WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: L07/, /31066 / 4 -47 -Air./ /-DL P f/�f/25j A��D�/N' Tb 7'/5 /au�P 4s £ 4f4 /A/ / J orni, a ‘, P4 c/ „126,44:646-04415 ,44641 4 464/'4' "ry, Fc n>a/4 . AGENT'S(S) NAME: G�A,2y /d El./DAN/Los COMPANY OR FIRM NAME: Gl C Aelli77Cen//E/NC . AGENT'S ADDRESS: /°VS • ATLAnrfic AVE #OD3 AGENT'S PHONE: Da -Lay e,;,4 3 3 03 .510/ • 027!0 • &D// FURTHER AFFIANT SAYETH NOT. (Owner Signature) SWORN AND SUBSCRIBED BEFORE ME THIS MY COMMISSION HAMILTON08857 •'-�a`,.� EXPIRES: May 7, 2025 a• ;,o,.• Bonded TPwuNoisy Public Undetwd(ers OTARY PUBLIC) 100 SEA ROAD, GULF STREAM, FLORIDA 33483 T) RECEIVED AUG 19 201 Town of Gulf Stream, FL I OWN OF TRAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAULA. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager GREGORY I.. DUNHAM Town Clerk RITA L. TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED 44/2/ /DPPI/I, ('�,) , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLE FE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: �� i 44oCk '64r/L/O, / ✓iA, . ? ,/1i /.1/ . /i /,a,w nc I1'i" ..44L4J 14f4a/ FURTHER AFFIANT SAYETH NOT: SWORN AND SUBSCRIBED BEFORE ME THIS •r tie UNDAL HAMILTON :;c • ,: MY COMMISSION # HH 108857 EXPIRES: May 7, 2025 •2 , Banded 11ru Way PtMic UndemiII&e OTARY PUBLIC) 100 SEA ROAD, GULF STREAM, FLORIDA 33483 RECEIVED 4 t -\U 19 2.01 own of Gulf Stream, Ft lir-IN LVL IU U.) Prepared by and return to: Peter H. rney Attor " aw Crys ., Ti 135 SE'S Delray B 561 -330 - File Num r. Escrow Co., Inc. ve ue Suite 202 33483 -Q924 OR BK 32561 PG 87 RECORDED 06/08/2021 09:26:12 Palm Beach County, Florida AMT 2,250,000.00 DEED DOC 15,750.00 Joseph Abruzzo Clerk Pgs 0087-0088; (2Pgs) Sale Price: $2,2 00.00 (Space Above This Line For Recording Data] This Trustee's Deed CHF Dynasty Trust who Gebauer and Julie J. Gebau grantee: Trustee's Deed this 1st day of June, 2021 between Amelia H. Wilson, Individually and as Trustee of the ost office address is 201 Lakeview Drive, Gulf Stream, FL 33483, grantor, and Davin J. e ltusband and wife whose post office address is 7 Woodland Drive, Darien, CT 06820, (Whenever used herein the terms grantor the successors and assigns of corporations a ce include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and stees) O Witnesseth, that said grantor, for good and valuable considerations to has granted, bargained, and sold to the situate, lying and being in Palm Beach C consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other ntor in hand paid by said grantee, the receipt whereof is hereby acknowledged. rantee, and grantees heirs and assigns forever, the following described land, rida, to -wit: Lot 1, Block 1, POLO F'1FLDS, PL Clerk of the Circuit Court in and f 13; said lands situate, lying and being O. 1, according to the Plat thereof on file in the office of the m Beach County, Florida, recorded in Plat Book 26, Page hn Beach County, Florida. Parcel Identification Number: 20-43-4 f 9 001-0010 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor 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 against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2020. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. �► RECEIVED AUS 19 2021 Town of Gulf Stream, FL DoubleTIme® k,rist LUL IULUJt'tU BOOK 32561 PAGE 88 2 OF 2 Signed, sealed and delivered in our presence: K Witn • i^ e: State of Flori County of Palm The foregoing ins 1st day of June, 20 known or [X] has pr [Notary Seal] Ai ke ia H. Wilson, InGliat/dividually and as Trustee t was acknowledged before me by means of [X] physical presence or [i online notarization, this elia H. Wilson, Individually and as steee of the CHF DynanTrust, who [_] is personally ced a driver's license as identification. R H. CARNEY l ion # GG 203618 ay 14, 2022 Notary Services Trustee's Deed -Pace 2 Notary Public Printed Name: My Commission Expires: ► RECEIVED AUG 19 2.Q?1 Town of Gulf Stream, Ft DoubleTimee ge architecture, inc. architecture, planning & design aa26002044 1045 e. atlantic aye, suite 303 delray beach, fl 33483 tel 561.276.6011 fax 561.276.6129 Date: AUGUST 17, 2021 To: RITA TAYLOR TOWN OF GULF STREAM Re: GEBAUER RESIDENCE 3420 GULF STREAM ROAD ► RECEIVED i AUS 19 2021 Town of Gulf Stream, FL THE FOLLOWING ITEMS ARE ATTACHED IN CONNECTION WITH THE ABOVE REFERENCED PROJECT: DESCRIPTION: • LEVEL I I I APPLICATION AND $1,500 FEE CHECK • WARRANTY DEED • COLORED RENDERINGS — EAST, NORTH, SOUTH, WEST ELEVATIONS • 3D COLORED RENDERINGS — FRONT AND REAR ELEVATIONS • LIST OF ADJACENT PROPERTY OWNERS • PRELABELED AND STAMPED ENVELOPES FOR ADJACENT PROPERTY OWNERS • (2) SETS SIGNED/SEALED PLANS (ARCHITECTURAL, SURVEY, LANDSCAPE, CIVIL) • (15) 11 X 17 REDUCED COPIES OF PLANS REMARKS: By: LINDA L. HAMILTON Dorothy Jacks, CFA Location: Downtown Service Center Palm Beach County o 12s 25 50 75 100 Key Property Appraiser Feet Map Scale Selected Parcels 100 _ _1300 _ 500 Notes: Others 200 400 Produced on: 7/14/2021 20434603000030130 WILSON AMELIA H & 201 LAKEVIEW DR DELRAY BEACH FL 33483 7378 25 20434603030010020 KRATZET CAROLYN E TRUST & 3450 GULFSTREAM RD DELRAY BEACH FL 33483 7318 20434603030010050 DOONEY H PETER PO BOX 841 NORWALK CT 06856 0841 20434603030010060 BROPHY SALLIE S 3425 POLO DR GULFSTREAM FL 33483 7341 20434603030010010 GEBAUER DAVIN J & 7 WOODLAND DR DARIEN CF 06820 5627 25 25 25. RECEIVED 411 AUG 19 2L1 Town of Gulf Stream, FL Page1of1 7/14/2021 Property Appraiser GIS - Resource Accounting Report Total Label Count: 5 Total Line Print Count: 43 RECEIVED Auk 1 gM '(own of'm !f Strum, F! Page 1 of 1 7/14/2021 Property Appraiser GIS - PCN listing Buffer: S 20434603030010010 Buffer:25 20434603000030130 20434603030010020 20434603030010050 20434603030010060 Ak1S 20 100 ofi Gulfi Stream, FL NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, SEPTEMBER 23, 2021 AT 8:30 A.M., and the Town Commission will hold a Public Hearing on FRIDAY, OCTOBER 8, 20-21 AT 9:A.M., both 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 application submitted by GE Architecture, Inc. as Agent for Davin Gebauer, owner of property located at 3420 Gulf Stream Road, Gulf Stream, Florida, legally described as Lot 1, Block 1, Polo Fields, Plat No. 1, according to the Plat thereof on file in the office of the Clerk of the Circuit Court in and for Palm Beach County, Florida, recorded in Plat Book 26, Page 13; said lands situate, lying and being in Palm Beach County, Florida for the following: Special Exception to permit 222 sq. ft. of covered open space that exceeds the maximum permitted FAR. Level 3 Architectural/Site Plan Review to permit construction of a 5,365 sq. ft. two story, single family, Gulf Stream Bermuda style dwelling with a 2.5 car attached garage, and a swimming pool/spa. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE 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. Dated: September 10, 2021 TOWN OF GULF STREAM Rita L. Taylor Town Clerk GENERAL NOTES THE ARCHITECT AND HIS AUTHORIZED REPRESENTATIVES AND AGENTS SHALL HAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL WORK. MATERIALS AND OTHER RELEVANT DATA AND RECORDS UANEREVER THEY ARE N PREPARATION AND PR:GREW. WHEN REQUESTED, THE CONTRACTOR /SHALL FURRIER DUPLICATE COPIES OF THE AFOREMENTIONED DATA. THE GENERAL. CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDRICVBLY COORDINATE ALL PHASES OF THE WORK TO OBTAIN THE END RESULT WITHIN THE FULL PURPOSE AND INTENT OF THE DRAWINGS FOR THE PROJECT. ANY DISCREPANCES IN THE CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S / CONTRACTOR'S ATTENTION PRIOR TO COMMENCEMENT OF WORK OR CONSTRUCTION, SO THAT CORRECTIVE MEASURES MAY BE TAKEN. ANY UdO/EWEEN CONDITIONS N FELD AFFECTNG THE DESIGN TO, -Err OF THE BUILDNG, OR THAT ARE N CONFLICT WTHI THE DRAWINGS SHUT I BE BROUGHT TO THE ARCHITECT'S ATTENTION. ALL CONSTRUCTION SHALL BE N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2020 EDITION AND ALL APFLITAR E NATIONAL, STATE, AND LOCAL RULES, RPS:ULATIONS AND ORDINANCES. ALL WORK DONE WIDER TIE SUPERVISION O THE GENERAL CONTRACTOR IS TO BE DONE IN A NEAT AND WORKMANLIKE MANNER THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS N THE FIELD, AND SHALL COORDINATE WORK OR CONSTRICTION BETIEEN TRADES. THE CONTRACTOR SHALL &)OMIT FOR APPROVAL BY THE ARCHITECT SIX (61 PRINTS OF DETAIL SHOP DRAWINGS OF ALL APPLITAISI F CONSTRUCTION SUCH DRAWINGS SHALL SHOW THE DESIGN, DIMENSIONS, CONNECTIONS AND OTHER DETAILS NECESSARY TO INSURE THAT THEY ACCURATELY RRERFRET THE DRAWINGS. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR RIRNISHNG THE MATERIALS, APPARATUS, DEVICES, ETC. OF PROPER DIENSION, SITE. QUANTITY, AND QUALITY AS SHEEN CN THE DRAWINGS, AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWINGS. ALLOW TUO IIFSEN FOR REVIEW TIME PROVIDE 3-V2' BATT SOUND INSULATION AT INTERIOR WALLS - BATHROOMS, BEDROOMS, LAUNDRY ROOMS ETC.- VERIFY WI/ CURER ON INTERIOR WALLS TO RECEIVE (I) ADDITIONAL LAYER OF IR' SOUND BOARD - 440 LOMABOTE OR EQUAL THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION THE CONTRACTOR IS EXPECTED TO FURNISH ALL ITEMS FOR A COMPLETE ELECTRICAL, MECHANICAL, 9.TWISNG AND TELEPHONE SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EOJIP-IENT TO BE PLACED N PROPER WORKING ORDER N CONFORMANCE WITH LOCAL STANDARDS AND APPLICABLE CODES HAND JURODICTICN. DIMENSIONS INDICATED ON THE PLANS ARE FROM FACE OF FINISH WALL. VERIFY ALL DIMENSIONS N FIELD PRIOR TO BEGINIYG WORK USE FIGURED DEL ONLY. DO NOT SCALE DRAWING& DO NOT DEVIATE FROM THE WRITTEN DIM MORE THAN 1' WTTIOUT WWttEN PERIISSION FROM THE ARCHITECT. DEVIATION IS HOT PERMITTED UANERE 'CLEAR' OR NOLO' DIMENSIONS ARE NDICATED NOTIFY ARCHITECT CF ANY DIMENSIONAL DISCREPANCIES IN THE PLAINS OR SPECS. THE INIXFtTmIATION OF DRAWINGS, SPECIFICATIONS, OR OTHER BDDNG DOCUMENTS SHALL NOT BE MADE VERBALLY TO THE BIDDER P THE BIDDER IS IN DOUBT AS TO THE MEANING OF ANY DISCREPANCIES OR CONFLICT HERE IN THE BIDDER SHAT I TELEPHONE OR SUBMIT N WRITING TO THE ARCHITECT A REQUEST FOR INTERPRETATION. N THE EVENT THAT THE BIDDER IB DEMANDED TO HAVE ESTIMATED, THEN THE MOST EXPENSIVE WAY OF FElRFO31IG THE WORK SHALL TAKE PRECEDENCE. THESE DOCUMENTS, AS NSTRUMMENTB OF SERVICE. ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT DIP ESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF ALL SYSTEMS 80 THAT THEY ARE COMPLETE AND BILLY RNCTIONNG (FXTFPT AS NOTED HEREIN. DO NOT SCALE THE DRAWING'S. ALL AREA CALCULATIONS ARE APPROXIMATE MELD VLTCIY ALL DIMENSIONS. ALL INTERIOR FINISHES TO BE SUPPLIED BY CONTRACTOR AND APPROVED BY OWNER UNU_ THE CONTRACTOR SHALL PRESIDE THE DINER/ ARCHITECT WITH A TOR E SCHEDULE AND ANY ANTICIPATED CI U.I'=S THAT MAY OCCUR N R. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE CUNER/ARCHIITECT FOR THE ACTS AND OMISSIONS OF RS COMPLETION CF THE WORE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF TIE ARCHITECT. DETAILS MARKED AS TYPICAL APPLY TO SIMILAR CONDITIONS INCLUDING CONDITION& NOT 51418 -FD AS SIMILAR LINO. TYPICAL DETAILS NOT SHOWN BUT NECESSARY FOR CONFORMANCE WITH APPLICATION. F RONDE A WEATHER -RESISTIVE BARRIER AT ALL OPENINGS AND PENETRATIONS OF THE BUILDING QWELOPE WATERPROOF ALL WEATHER -EXPOSED SURFACES AND INSTALL ALL THERMAL BARRIERS AS TO FORT A COMPLETE INSULATING BLANKET AROUND THE HEATED AREAS OF THE B ILDIG. INSULATE ALL FEAT- BEARRI* PIPES, DUCTS, OR OTHER FIXTURES THAT PENETRATE THE !RELATED BLANKET. INSTALL ALL OTHER WATER PIPES N A MARINER TO PREVENT FREEZING MOTE: ALL PIPES TO BE ANCHORED TO L DERSIDE OF STRUCTURAL SLAB . HAVE CONT. SLEEVNG / PROTECTION TIUMY IT UNDERGROUND). ALL WOOD N CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVANIZED. FLASHING, CRICKETS, DRIPS, ETC. TO BE 16 OL COPPER OR SIMILAR MATERIAL. TO ROOFING SYSTEM. PROVIDE FIRE STOPPTG AT ROOF, WALLS, AND CEILIG AS REQUIRED. ELEVATIONS ARE TAKEN PROM AN ANSI -t ED DATUM OF 0'-0' TOP CF CONCRETE SLAB (80 NAVD. FOR GROUND LEVEL.). THESE PLANS AS DRAW AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY CODE REQIIEMENTO OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE WARNING N ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS CF THIS CODE WHICH MAY NOT BE :SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. - NOTE ALL CEILING PENETRATIONS - LIGHTS, VENTS, ETC. TO BE SPAT FT) • FR 'UOS AB PER FLORIDA BUILDNG CODE 2020 EDITION ALL C38 EXTERIOR BLOCK WALLS TO RECEIVE 'COREFILL 000' BY TAILORED FOAM OF FLORIDA . APPROVED R -l1 (MN) INSULATION, WOOD STUD, (METAL STUDS) WALLS TO RECEIVE R -II BATT. R-19 FOR 6' AND 8' WALLS INSULATION ROTE, ROOF TO BE 'CLOSED SYSTEM' USN -'G BLOWN ON R-30 'ICY/WE' !RELATION BY 'GALE INSULATION' OR EOJAL TO THE UNDERSIDE OF ROOF DECK (TYPJ. NOTE, ALL 'IC'TNENE FOAM' TO BE PROTEL-IED WITH DC -3S, COATING AS PER MANUFACTURE'S SPECFICATONS . THE FLORIDA BUILDING CODE 2020, THERMAL BARRIER - F EQUIPMENT 18 IISTA I FD N ATTIC SPACE. INSTALL PVC PLASTER STOPS AROUND PERIMETER OF ALL AREAS WHERE PLASTER ABUTS OTHER MATERIAL STOPS SHALL BE CARERILLY MITERED AT CORERS. ALL EXTERIOR CORERS AND WINDOW AND DOOR OPENING TO RECEIVE PVC CORNER PFAITE ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRICTION HANDBOOK. LATEST EDITION NOTES. L DO NOT F'AI F DRAWINGS) 1 FIELD VERIFY ALL DIMENSIONS! 3. CONTRACTOR TO VERIFY ALL EXISTING COGDRIOS, AND NOTIFY ARCHITECT F ANY DISCREPANCY W/ DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX THIS DRALLIM IS NOT FOR CCNSTMJCTION, IT HAG BEEN IPYIFD FOR GOVERNMENTAL REVIEW AND/OR PRELIMNARY PRICMG APPLICABLE CODES 2020 FLORIDA BUILDING CODE 2020 FLORIDA PLUMBING CODE 2020 FLORIDA ELECTRICAL CODE 2020 FLORIDA MECHANICAL CODE SINGLE FAMILY RESIDENCE 3420 GULFSTREAM RD. GULF STREAM, FL PALM BEACH COUNTY, FL OCCUPANCY CLASSIFICATION GROUP R3 — SINGLE FAMILY TYPE OF CONSTRUCTION TYPE VB UNPROTECTED / UNSPRINKLERED SHEET SCI-IEDULE SHEET NO. SFE'ET TITLE SLEET NO, ROOST TITLE SHEET NO. SWEET TITLE SURVEY SCALE. 1' P. 10'-0' LANCSCAPE ARCHITECTURAL L -I EXISTNG TREE PLAN F -AI F, 11,10-0' AlOE EXISTNG SITE PLAN F'A' 5, 1/8'.1'-0' L-2 PLANING FLAN PALS, P,10'-0' AUDI PROPOSED SITE PLAN SCAT F, TAB' -P-0' L-3 SPECFICATIONS, DETAILS, AND NOTES NOT TO SCALE AUTO PROPOSED SITE PLAN F-wl S. 1'.10-0' (COORDINATION)HARDECAFE IL -1 ILLUSTRATIVE PLAN F'A1 F, l',10-0' AIO3HP PERUCUS RAN er-AI 5, 11e'.P-0' IL -2 ILLUSTRATIVE ELEVATIONS SCALE, 118'.1'-0' A21D0D FLOOR FLAN lDIFNBION) SED GROUND SCALE. 3/16'.I'-0' CIVIL ARGON � � PROPOSED �) SCALE, 3/16'.1'-0' OOR PLPROPOSED 1 OP 4 CIVIL SITE IMPROVEMENTS PLAN SCALE. TIE -0' AVID WOOD 3/16'.1'-0' 2 OF 4 PAVNG AND DRANAGE DETAILS NOT TO 6-6F FL Ft.AN (DM/84810N) OORPROPOSED A2mN OND FL � M OTED) SCALE, 3/16'.I'-0' OOR PLAZE2 3 OF 4 GENERAL NOTES NOT TO 8,16F PROPOSED ROOF PLAN 6,6 F, 3/16'.1'-0' 4 OF 4 POLLUTION PREVENTION PLAN FOAL 5, I',10'-0' AAEO PROPOSED EXTERIOR Sl .S 5, 3/15'.1'-0' ELEVATIONS AU I PROPOSED EXTERIOR ecri F: 3M'.I'-0' ELEVATIONS CONTRACTOR SURVEYOR CIVIL ENGINEER LANDSCAPE ARCHITECTS ARCHITECT MOUN ASSOCIATES, INC O'BRIEN, SUITES & O'BRIEN ENVIRODESIGN ASSOCIATES DAVE BODKER LANDSCAPE ge architecture, inc. 801 N. CONGRESS AVE. 955 NW 17 AVE, SUITE K-1 298 PINEAPPLE GROVE WAY ARCHITECTURE/PLANNING, INC 1045 e. atlantic ave. SUITE 109 Delray Beach, FL. 33445 Delray Beach, FL. 33445 Delray Beach, FL. 33444 801 N. CONGRESS AVE., SUITE 106—A defray beach, fl. 33483 fl. lie. AA -28002044 DELRAY BEACH, FL 33445 PH. (581) 278-9840 PH. (581) 276-4501 PH. (581) 274-6500 PH. (561) 276-8311 PH. (581) 276-8011 FAX (581) 285-3886 FAX (561) 278-2390 FAX (581) 274-8558 FAX (581) 278-8129 E li HEPTACHLOR, TECHNICAL CHLORDARE, OR OTHER APPROvED CHEMICALS SHALL BE USED IN CO' CENTRATIGNS AS PER MMUFACTURERE PUBLISHED INSTRUCTIONS IN COMPLIANCE WITH EPA REGULATIONS. (ALL PRODUCTS TO BE NON-VOC). DRYWALL PRODUCTS BY GOLD BOND, USG, CELOTEX, GEORGIA PACIFIC, MILCOR PR+rLTS ARE ACCEPTABLE ALL WORN . MATERIAL, AND EQUIPMENT &HALL BE GUARANTEED FOR A MNINILM OF ('E YEAR FROM THE CLOSING DATE TRAFFIC, CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT FV'nPIED OR USED FACILITIES AND DAILY OPERATIONS. DISPOSAL, CONTRACTOR IS RESPONSIBLE FOR REMOVAL FROM SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SIIBBTITIITIONS MADE N SPECIFIED EQUIPMENT, MATERIALS AND COLOR&. THE CONTRACTOR SHALL PROVIDE THE DINER WITH A WRITTEN GUARANTEE FOR ALL WORK INTER THIS CONTRACT FOR A MNIMMI PERIOD OF ONE YEAR FROM TIE DATE OF ACCEPTANCE BY OVER CORRECTION OF ANY DEFECTS SHUT I BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PORTION OF THE WORK WHICH HAS BEEN DAMAGED. REPLACE ANT WORE THAT FAILS TO CONFORM TO THE DRAWNE.B AND DETAILS. CORRECT ANY DEFECTS DUE TO FAULTY MATERIALS AND UORO'IANSHE WHICH APPEAR WITHIN ONE YEAR CF C.WNER ACCEPTANCE Cr CONSTRICTION. ALL DOMESTIC HOT WATER PIPNG &HALL BE NBIILATED 1/1' THICK FIBERGLASS PIPE INSULATION CONTRACTOR TO PROVIDE DRAWINGS TO TRUSS MANUFACTURER MECHANICAL SUBCONTRACTOR TO COORDNATE ALL REQUIRED AC -DUCT WORE PENETRATIONS THROUGH THE ENTIRE STRUCTURE ALL TRESSES, . GIRDERS SHALL BE ANCHORED TO BEARING PARTITIONS, WALLS, AND/OR TE BEAMS WITH APPROVED ANCHORS. - SEE STRUCTURAL DUNS. ALL EXTERIOR DEPICTED PAINT COLORS TO BE SELECTED BY ARCHITECT AND OWNER COLORS ON PLAINS FOR PRONG PURPOSES ONLY. (PANTING SUBCONTRACTOR TO PROVIDE PANT SAMPLES/ ALL INTERIOR DEPlt.lCv PANT COLORS TO BE SFI FCTED BY ARCHITECT AND GWER. COLORS ON PLANS FOR PRICING PURPOSES ONLY- (NOTE: ALL PRODUCTS TO BE TNON-VOC'). NOTE: PRODUCTS BY ANY OF THESE MANUFACTURERS ARE ACCEPTABLE COATINGS, BENJAMN MOORE, SHERWIN WILLIAM, PITTSBURGH, DEVOE, DUPONT, . PORTER ARE CONSIDERED EQUAL (ALL ARE TO BE NON-VOCL CONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL APPLICAN F GUARANTEES, WARRANTIES AND OPERATING MANUALS. PROVIDE MOISTURE RESISTANT GYPSUM MALL BOARD MOLD TOJCUH' IN ALL BATHROOMS, KITCHEN U LAUNDRY MIS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO &JBMITTRG PROPOSALS. VERIFY EXISTG CONDTIONS COMPLY WITH CURRENT CODE REUliIREMENTB. NOTIFY ARCHITECT N WRITNG IF CHANGES ARE NECESSARY. NO EXTRAS, LULL BE GIVEN. REPORT ANY DISCREPANCES N THE DOCUMENTS TO THE ARCHITECT PRIOR TO SUBI'IITTNG PROPOSAL - NOTE, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY AND ALL ABANDEN UNDER GROUND UTILITIES, PIPES, WIRES TREE ROOTS SEPTIC TANK ETC - PRIOR TO COMPACTING SITE 118 THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND OBTAIN ACCESS TO THE SITE WITH OILIER THE CONTRACTOR SHALL OBTAIN AND BEAR THE COOT OF ALL REQUIRED PERMITS, LICENSES AND APPROVALS NECESSARY FOR THE COMPLETION OF THE WORK ALL REQUIRED NEURANCE SHALL. BE PROVIDED FOR PROTECTION OF OWNER AGAINST PUBLIC LTA/MUTT OR PROPERTY DAMAGE FOR THE DURATION OF THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE INCH EACH OTHER TO FIREAENT OVERSTEPPING EACH OTHER TIE CONTRACTOR SHALL PROVIDE LABOR . MATERIALS NECESSARY TO MAINTAIN CONSTRUCTION SCHEDULING. THE SIJB - CAMRACTOR &HALL BE RESPONSIBLE TO MEET TIE 6-1-.T9 u F AS PROVIDED AND AGRFFn TO WITH THE CONTRACTOR PRIOR TO CONSTRUCTION ALL WORK SHALL BE , , ,. HO BY A LICENSED CONTRACTOR N A FIRST CLASS WORKMANLIKE MANNER THE ccrirteriar, SYSTEM 'WWI BE BILLY OPERATIVE. ACCEPTANCE BY THE ENGINEER /ARCHITECT MIST BE A CONDITION OF THE CONTRACT BETWEEN THE Ga.'. CONTRACTOR AND OWNER THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING WORE. - MAKE-WAYMOOIK UP SCHEDULING OF ALL TRADES AND WORK (INCLUDING WORK OF OTHERS UIERE NO CONTRACTUAL RELATIONSHIP EXIST). - PROVIDING BARRCADEB, TEMPORARY POWER LIGHTING TELEPHONE SERVICES, ETC. AS RECD. TO COMPLETE WORK - TEMPORARY UTILITIES, CONNECTIONS AND PAYMENT CF ALL UTILITY CHARGES DURING CONSTRICTION - COORDNATION WITH OWNER OR AGENT OF DELIVERY AND REMOVAL F MATERIALS, EQUIPMENT, AND OTHER ITEMS TO / FROM SITE REMOVAL OF TRASH AND DEBRIS. PLACE IN DESIGNATED CONTAINERS AS DIRECTED - BY OWNER /AGENT. REMOVE ALL TRASH FROM PREMISES. - ISSUE ALL ADDENDUMS, REVISIONS AND UPDATES TO SUBCONTRACTORS N A TIMELY MANNER - ALL DRAWINGS, SFECFICATICNS, AND COPIES THEREOF FURNISH/SD BY THE ARCHITECT ARE AND SHALL REMAN THE ARCHITECTS PROPERTY. THE CONTRACTOR SHALL MAINTAIN A FULL 8E7 CF COMPLETE AND CURRENT DRAWING'S AVAIL Aw F FOR REVIEW AT THE JOBSTTE AT ALL TIMES. ALL FIELD MODFICATIONS TO THE ORIGINAL DESIGN DOCUMENTS BALL BE NOTED AND MAINTANED FOR THE CURERS RECORD COPY. ALL WORK &TALL BE LAID CUT TRUE, SQUARE AND PLU"® TO FT(y'T AND CORRECT DIMENSIONS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR MUST NOTIFY THE GINNER ARCHITECT N WRITING PRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DIMENSIONAL OR LAYOUT CORRECTION NOTICE THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DIMENSIONAL ERRORS. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE CORK MUST DE NEW AND UNUSED (LINO.), FIRST QUALITY, FREE FROM DEFECTS AND NBTA 1 FT) PER THE MIAdFACTURERi RECOMMENDATIONS FOR THE APPLICATION AT HAND. ALL UORQ'IA SHIP SHALL BE OF FIRST CLASS QUALITY. CONTRACTOR SHALL !PROVIDE OUT -SHEETS AND SPECIFICATIONS OF ALL ITEMS FOR SUBMISSION TO ARCHITECT FOR APPROVAL PRIOR TO ORDER'S OR INSTALLING. PRODUCT MAEFAOTURERS INDICATED IN SCHEDULES MID/OR ON PLANS WERE SELECTED BASED UPON QUALITY, STYLE, SIZE, COLOR ETC. AND ARE NOT N- TENDED TO RESTRICT THE COMPETITIVE BIDDNG PRODUCTS EQUAL TO OR N- TENDED TO BE USED AS SUBSTITUTES ARE SUBJECT TO ARCHITECTS APPROVAL IN URRING PRIOR TO PURCHASE OR INSTALLATION ALL DOOR FRAMES TO BE LOCATED 5' TO 6' FROM ADJACENT PARTITIONS, UNO. ALL DRYWALL PARTITIONS WILL BE TAPED, SPAKLED, SANDED, PRIMED AND PANTED W/ LEVEL V FNIBH CONCEAL ALL FASTET'ERS AND ATTACHMENTS FROM VIEUI GONER SHALL REVIEW THERE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDNG AND START O CONSTRUCTION OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECFICATIONS PRIOR TO ORDERING AND INSTALLATION. ALL DOORS . WINDOWS TO BE IMPACT RESISTANT AND COMPLY W/ ALL DADE COUNTY IMPACT AND WIND CYCLE G TEEING REQUIFEMENTE ('COI' OR EQUAL) ALL INTERIOR WALLS THAT RECEIVE TILE MARBLE - TO BE BACKED UV 5/S,' 'DENS -SHIELD' OR EQUAL. ALL WALKWAYS TO BE SLOPED AWAY FROM BUILDNG FOR POSITIVE DRAINAGE. MIN 2% - SEE CIVIL DRAWIGS) ALL GROUND FLOOR BHGLLER TO RAVE MIL 4' C DEP EESEDAA9. .` A HOLLOW -ORE FLANKS - ELIMINATE 2' TOPPNG FOR ALL 88�E011�®RES. 15€1 µ T. AO 19 2021 Town of Gulf Stream, FL WITHOUT THE WRITTEN PERMISSION OF GE ARCHITECTURE INC. 15 PROHIBITED. TI -115 DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS D OWN AYR 553 554 AI7 BLOCK 21 1584' CZTACRESOIDCE 1-z 156.97 NOT /NCL PARCEL (S SHOWN N PLAT) ASS FOLK? 5/e FAN ROO NO-AL/Ea' ACALIEN.jT TFD _LAKEV/E W_ OR/VE SLRVEYCR'S REPLY?T/LEGEW WM CENTERLINE IFJf ATE? At COVC = OSACRE7E ORB = OFF72AL RECORDS BOO( FPLCO = FLORDA POWER & LIGHT COMPANY +232 = ELEVATION BASED ON NORTH AMERICAN VERTICAL DARN m85 SOLRCE 2 -+ET GSSVETWORC FLOW ZONE AE (EL 6) COMAJTY PAAEI Na 115X19 MAP AO 1209900981 S.FHX F LHH-LC71ME DATE OCTOBER52017 ALL L65ETIDO''E 9-pWN BASED QV STAMAAD US FOOT 7HS SURVEY Att 1s 7TE CLOSURE OF 1 FOOT PER X{000 Ftt / AS REOLI3D FOR CaMERCIAL HON I89( FRO°ERTY THS SURVEY HAS ACS€VED A UMW LEVEL OF 010558E CF 1 FOOT IN X70012 I -EL I AS RECURED FOR CXM CIAL/HO1 RISK PROPERTY CLOSI?E WAS ACHEVED BASED CN A R P-MAIACY OF AEASI R7,5VTS FOR VERTICAL HKARZOVTAL AM AV&LAR DIMSVSIONS M 772E WAS RENEWED EWED OR SEARCH OF 7TE PL&JC RECORDS WAS MADE Y4 REGARD TO EASEWENTS THAT MAY AFFECT s1RFCT PARCEL M SUBSURFACE SEARCH WAS MALE FOR UTILITIES OR UTERGROCE0 FOOILRS DESCRP710f t LOT ; ELOGC; PLAT M. 1 POLO FEZ'S ACC(Xd2TC TO 77E FLAT THEREOF AS 13CCRD D N RAT BOO( 24 PAGE ELQE Li RELIC RECORDS CF PALM Boo/ CO&ITY, CERT1f7ED TO: 3420 GUI' STREAM LLC, A FLORA LLN7ED UABLITY COMPANY LIS710( & TRAIL, P.4, OLD REH.BCIC NATIONAL 7171E IASLRAACE COMPANY RECEIVED 4 AUG 19 2021 MAP OF AS -BUILT SURVEY SITE ADDRESS 3420 GLLFS7REAM ROAD, GULF S7REAA( FLORIDA 33483 Town of Gulf Stream, FLPARCEL COIVTRCK NO 20-43-46-03-03-001--000 IQtEBY CWDFY THAT on SIRYEY WAS WIDE MOM MY RESPONSIBLE CHARGE MO WETS DE STANDARDS OF PRACTICE AS SET RAIN BY DE FLORIDA BOAR & PROFESSIONAL SIR%EYOPS AND MAPPERS N 0J4P70R 5.1-_,__17 FLORIDAALY 1STRADYE COPE, PIRS ANT TO SECTION 475027, ROSDA STARRIES PAUL D. ENGLE ACT vARD RRMOVT TIE SARIDAE ND SURVEYOR & MAPPER /5708 RAZElI SEAL Cr A ROIEI DIODE D AMMO, AAD MAPPER O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION /15353 SURVEYOR AHD MAPPER IN RESPONSIBLE CHARGE• PAUL 0. ENGLE 955 NW. 17171 AVENS SUTE K-; DELRAY BEAN( FLORIDA 33445 PROW 561-276-4501 FAX: 561-276-2390 OA E S BAIT AUXST a 2021 FELD BOOK PACE /1951 64,75 a. . =b' 99-85± PROPOSED /PROJECT 18 LOCATED 04 THE IIF_8T SIDE CF GULF STREAM ROAD. N VICINITY MAP NOTES: L DO NOT SCALE DRAIJINGSI 1. FIELD VERIFY ALL DIMENSICNSI 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, AND NOTIFY ARCHITECT IF MY DESCRIPANCY UU DRAWINGS. (SEE GENERAL NOTES) 4. ALL AREA CALCULATIONS ARE APPROX. GENERAL NOTES: L IT IS THE INTENT GF THE AROHRECT THAT THIS WORK BE NCOPFORITIANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE CF CONSTRJCTION AND OOGUPANCY. ALL CONTRACTORS SHALL DO THEIR WORM N 00100R•IA405 WITH ALL AFPI.ICAIN F CODES MD REGULATIONS. 2. THE CONTRACTOR AMA 1 VtIOFY ALL 00110111048 AND DI11EN810N8 AT THE JOBSITE PRIOR TO COMIENC6B WORK THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN 134E DRAWINGS MD EXISTING CONDITIONS To THE ARCHITECT PRIOR To CO-tENCO WORK. 3. CONTRACTOR SHALL SUPPLY)_CCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, MLLES, PLATER, oFENNGS, SLEEVES, HANGERS, CLAD DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK 4. ALL DETAILS AND SECTIONS SHOW CN THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHAT BE CONSTRUED TO APPLY TO ANY OVULAR SITUATION ELSEWHERE IN THE WORK EXCEPT LI ERE A DiFFER£NT DETAIL IS BHCWS1 8. THESE P0011ENT8, AS INSTRUMENTS CF SERVICE. ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED PRIOR WRITTEN CONSENT FROM THE ARCHITECT. DESCRIPTION: LOT L BLOCK I, PLAT NO. I POLO FIELDS, AC -CAROM TO THE RAT THEREOF AS RECORDED N PLAT 800K 26 PAGE B. PUBLIC RECORDS CF PALM BEACH CQNTY, FLORIDA. LEGEND: CONCRETE POOL DECK AND PAVERS DRIVEWAY Two STORY RESIDENCE (TILE ROOF) SET BACKS: REQUIRED PROPOSED FRONT 30'-0' 31'-P SIDE INTERIOR (NORTH) 15'-0' SIDE INTERIOR (80,204) 0'-0• 0'-2 REAR NEST) 20'_0• 51'_8, ALLOIIWBLE ICT 30'-0' (TOP OR RIDGE) 28'-8' (TOP CF FIRST FINISHED FLOOR TO THE HIGHEST EXTERIOR PONT OF ROOF) ZONING GULF STREAM CORE (TOWN OF GULF STREAM) l0 1 g- IRET:N u IOC a «.tomM PENCE YV MACK VINYL mAtt. ai S. CONCRETE PLOCK PIEMOONO WALL 111. ATOOTN IFILICCO raw. FM. (COLOR TO NATC11 14116E1 SEE CIVIL 6.61.666 FOIE AIL SITE MEOW E fro EDr! OP vum ea STEPPE. STaa REMO TO U DSUPE 0.Ns FM- CO. .- _ _EDE OAS. N 1. rAle 0t1� j? Qk ( I}ono opoom0000c000voppiq 'ii # SE. ELME COT DEEM AND STEM 41/ CORM 000a000aa000000avo{J ( SEE LANDECOM ER E.RSIDReCE RNR.Lb LOT 2 BLOCK I 156.91' 153)34' TOWN OF GULF STREAM SITE DATA TABLE GROSS LOT AREA 0)388 SR EFFECTIVE LOT AREA 0.586 SF FAR CALCULATIONS EXISTING DEMO NEW NET 1ST FLOOR LIVING 0 SOFT. 0 SOFT. 2,110 SOFT. 2,110 SOFT. CEILING OVER 15' (DOUBLE) 0 SOFT. 0 SOFT. 0 SOFT. 0 SOFT. 2ND FLOOR LIVING 0 SOFT. 0 BOFT. (600 SOFT. 1,600 SOFT. 0T FLOOR COVERED MFOROIES, OVERAAT 2 10') 0 SOFT. 0 SOFT. 444 SOFT. _ 444 SOFT. 2ND FLOOR COVERED 0 SOFT. 0 BOPS. 0 SOFT. 0 SOFT. AUNNG . 3' AND SCREEN ENCLOSURE (AT 50%) 0 SOFT. 0 SOFT. 0 SOFT. 0 SOFT. aecArF 0 SOFT. 0 SOFT. 611 SOFT. 611 SOFT. GROSS FLOOR AREA 0 SOFT. 0 SOFT. 5365 SOFT. _ 8368 &OFT. CUT BUILDING 0 SOFT. 0 SOFT. 0 SOFT. 0 SOFT. TOTAL FLOOR AREA PROPOSED 0 SOFT. 0 SOFT. 5365 SOFT. _ 5365 SOFT. FIRST 20(000 x 33 5,144 SOFT. OVER 20000 x 20 0 &OFT. ADDITION LOGGIA AREA SPECIAL EXEMPTION 222 SOFT. TOTAL ALL01M v F FAR PER MANUAL W/ SPECIAL EXEMPTION 5366 SOFT. TOTAL HARDSCAPE AREA REQUIRED LANDSCAPE AREA (LOT SIZE x 40%) 6136 SOFT. ACTUAL % LANDSCAPE AREA 1125 SOFT. DESTEIR RIMIDENCE. RDCR .4310 der rww••.m.wLL DRAM. 1CR EXACT CONERATOR CONCRETE BLABS /NOTE/ WITS TO MINED WARN ELM, 10 NAVD. T04 MELD TEMPT IN. AND /STAN WOW NON OIMILMC PENCE YY SACK VINYL COATNO 04 O. cwrRErE PF a IW.ta0P1 MEW (gage TO a Ha1EEt oA h I J WIDENDROMD VERET 61E UV UV �Er1 r< LOT I BLOCK I (15589 BOFTJ Le WM. LT...., .5 FOR ALL SITE OR.IAGE PROPOSED SITE PLAN SCALE : 1/8"=1'-0" drop 1 Daertn' .i vat SIEE LANDSCAPEA p\l aeaeax CP ROPO-CIs-uwY liC011 OP ROAD OEMS N U • Architect, Planner and Designer u AA -26002044 r 1045 East Atlantic Ave. Suite 303 5 Delray Beach, Florida 33483 O TEL 581-276-6011 IX FAX: 561-276-6129 Q ISSUED FOR BIOS PERMIT J) `D CONSTRUCTION Z W 0 3 z w 5 Ii 0 0 d) a O PROJECT TITLE SINGLE `,1 FAMILY o RESIDENCE 0 0 N 0 0 )- Q 0 a 3420 GULFSTREAM RD. GULF STREAM, FL W W CLIENT APPROVAL N UJ REVISIONS InY N In S IY U OPP W AUS 1 221 Town of Gul Stream, Fl. t FlLE NUMBER W 510A101 d OQ, DRAWING TITLE Lt PROPOSED • SITE PLAN A Z U 0 O DATE DRAWN EN m 06.03.21 I JH JOB NUMBER M 20210510 DRAWING NUMBER A1.01 1� Pl.10PO0ED PROJECT Is LOCATED ON T1E SEW EKE OF IILF 0116=101 RGAD. N L DO NOT'SCALE DRA ON L PELD vERFY ALL MEN'S . T CONTRACTOR TO VERIFY ALL 0060840 C0DmaIB, Al. NOTFY ASNRECT F ANY DEECRIPANCY WY DRAw0O. (DEE GIBER.4L NOTES) A ALL AREA CALC LATIONO AIE AFFIvoX GENERAL NOTES: L 1761)00101410'1164406411201114477416 4002 ME NcarawNCE WTN Al 26080€ -SITS GP TIE 01.13-0130 1770 ATNORTEG 1104NAN.42 AWeDICTICN O•ER 1NR TIES 6 CQNIRI 110 AND6204 CT. ALL ta11RACTOR1 OIWLL DO HEIR DC10 N WFOR•IANCE WON ALL AP., F CODES AND RF dATIONE. 2. THE 0P41RALTOR ENALL VERIFY ALL COOmON! AND OT -EN... AT TE JOOEIIE PRIOR TO 600600 WOW 1406 67AC10B 614ALL R 7010 ALL DIEgIPANC@E CENEEN TE DRA OY6 AD E308TDG COOIITONE TO BE ARDETECT FI90e TO 000188400 WPM MCONTRALTI WALL 4LL OJYPLYLOCATE 430 MILO O OE WORK ALL 068601 As.. . ANGLES, PLATY. ICNE At0 NEE 00 401G0Rl, ELM �ENR6 At. PROED AD 011 BEWORK_ REWIRED 4TTACN AD dCCmMIWATE T1IX UOl9C 4. ALL DETAILS AND 62011061440484 ON TE DRAWFDD ARE MENDED TO EE TTPKAL AND SHALL BE CRIDTP ED M AFT., To ANY SIMEA¢'SITUATION N TE WORK EXCEPT LUSEE A O0:£RNT DETAIL B PENH B. THEE! DCO:FTn0, M 061646/300 6 6806408. ARO TE PFCAF RR 01.110 406.11TEL1420 MAY NOT EE MED OR REPRODUCED SMOOT 8J?TEEEED PRIOR 116111EN CONSENT FECE1 TE AR7111EC1. DESCRIPTION: 5011, MOCK I PLAT 1.10 POLO PIELDD, ACCORDING TO 110 PLAT 166}EOF AS RECORDED N PLAT 6002 26, PACE B. M1ILIC RElal®6 CF PALM 0EA04 CONY, FLORIDA LEGEND CONCRETE POOL DECK AND PAvePE DRIVEWAY TWO 'STORY 110Ammues RILE WCP) 30.0' 1. PROPOSED N 1T I -I• VDU INTERIOR 0400110 B' -o' ®•-a BDE 8466106 MOM° 131.0. REAR TWEET) 51,0 44 nikaini s0-0• ]TOP OR 000) 20 IV (TOP OF PRET 418440180 FLOOR TO T4E 1110.11313T IKOERIO R PONT 6 FOLD) ZONING GULF STREAM CORE (TOWN OF GULF STREAM) 8 14 9 iti-r HOLM'S!, venire Hr. Mc 'EVAN koAL1J max arkkas.. R r0era Iowan OPETICTRaLbek Ye. 10 al PASO re Mk v. 1` i l rmRE Mom, E eeveve. veveevevaveveevageveeee epeeeeeeseveeq RPM LOT 2 BLOCK I 156.91 1. Lk 1113.84' TOWN OF GULF STREAM SITE DATA TABLE !0086 LOT AREA BESS M ISPEC0VE LOT ARIA 014646 M FAR 04LOLATI0* WESTING DEFO NEW TET 6T ROOR LIVNG 0SaF1. 0WET. ],Te SOFT. 2.110 !OPT. CEILING OVER B' 4 Ei Fl 0 SOFT. 0 =FT. O EOPT. 0'SOFT. 00 2.0:6 2.1006 0 0016. 0 60411. 000 EGET. 1.1.0 =PT. BT FLOOR COVETED (POISC EG 0(091316 ] WV a .1041]. a SOFT. 04 SOFT. 44410, 2)0 FLOOR COVERED 0!061. a Bair. 0 BOP T. 0 tan. AWNS .!' AND WREN (AT 0051 0 ban. 0 EOFT. 0 8OFT. 0 61F1. GARAGE 0 6OF1. 0 SOFT. 60 !CPI. 6116041r. OSOO6 FLOOR AREA 0 EOPT. 0 !0411. 5466 SOFT. ESS6 SOFT. OR M LD. 0 8061. 0 8061. 0 8061. 0 EOPT. TOTAL FLOOR AREA 66061080 0 0OF1. 0 SOFT. DYD COPT. BASS SOFT. FIR11 ]0000 8 3! 0)44 8021. OVER 60080 4 DE 0 8661. 0006104 LOGGIA AREA BPECLAL 06@6000 20 60171. TOTAL A 1 mu. F FAR PER 113014. uv err... 0)ETPTI04 E466 80FT. TOTAL 0oF-o,.-. AREA REGUI ED LAN013cAPE AREA GOT SOP 348%) 8366 eaFT. ACNAL 5 LANDSCAPE AREA LOB SOFT. MOMS Ikellettall ROOM 4.111. Mt WAR OINPATOR cookra kW. Mon km* Toile wikleko 10 ELL,. ▪ MELD vmwr Pence [LAM T0▪ 0 0011 T, orms 1 as LOT BLOCK !6,599 Barr.) PROPOSED SITE PLAN di SCALE : 1"=10'-0" eD, ARCHITECTURE INC. IS PROHIBITED. ISSUED FOR BIDS Q PERMIT N N CONSTRUCTOR Architect, Planner and Designer AA -26002044 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33483 TEL, 561-276-6011 FAX 561-276-6129 0 0 0 a W PROJECT TIRE • SINGLE FAMILY RESIDENCE Z 0 0 z O N N 1- Q 0 a 3420 GULFSTREAM RD. GULF STREAM, FL 0 LU CUENT APPROVAL U Iy REVISIONS Q 10i iY ® RECE 1ED AUG 1 a 2021 Town of Gulf§tream, FL 0 - Fl NUMBER 510A101 U. 0 DRAWING TITLE PROPOSED • SITE PLAN W (COORDINATION) UT 0 0 • DATE DRAWN BY 07.09.21 I FW § ? JOB NUMBER � 20210510 Ti DRAWING NUMBER A1.01 C PROPOSED PROJECT 19 LOCATED CH THE IIEST SIDE OF GULF STREAM ROAD. N VICINITY MAP NOTES: L DO NOT SCALE DRAWINGS! 2. FIELD VERIFY ALL DINE14010N01 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITION6, AND NOTIFY ARCHITECT IF ANY DESCRIPANCY LW DRAWINGS. (SEE GENERAL NOTE8) 4. ALL AREA CALCULATIONS ARE APPROX. PERVIOUS AREA: 0 0 0 0 0 0 0 0 TOTAL. 4555 Se- FT. 544 00 FT. 219 60. FT. 15450. FT. 124 00- PT- 3486 FT. 1259 6(i FT. 86 60. FT. 525 60. FT. TOTAL IMPERVIOUS V0 PERVIOUS AREA: TOTAL SITE AREA. TOTAL WILDING FOOTPRINT, IMPERy1O116 AREA. (DRIVEWAY, PAVERS, POOL ETC.) 15559 SOF 3,165 5,F 4,699 6P TOTAL PERVIOUS AREA (LANDSCAPING) 1)25 SP TOTAL IMPERVIOUS AREA • 6,164 / 15589 • 549 No TOTAL PERVIOUS AREA • 1,125 / 6559 • 40.1% TOTAL PERVIOUS • IMPERVIOUS AREA• 1)25 • 0,464 • 6589 • WO% (REQUIRED OPEN SPACE 405. - PROVIDED 45.1% OPEN SPACE) F : 1:-: ' PROPOSED HARDSCAPE VS. PERVIOUS PLAN SCALE :1/8"=1.-0" t 0 N 5- Z W 04 W r O z W 5- ) 3 Architect, Planner and Designer AA -26002044 1045 East Atlantic Ave. Suite 303 Delray 60,5, Florida 33483 TEL: 561-276-6011 FAX: 561-276-6129 ISSUED FOR BIDS PERMIT CONSTRUCTION PROJECT TOTE ty SINGLE FAMILY o RESIDENCE O 0 0 a 8) N 0 D- •-•( 3420 GULFSTREAM RD. o GULF STREAM, FL N CLIENT APPROVAL 2LY UU REVISIONS Q 3 81 RE EIVE AUK 19 2021 Town of ulf Stream, FL FILE NUMBER 510A103HP DRAWING TRINE PROPOSED HARDSCAPE VS. PERVIOUS PLAN O 0 DATE DRAWN BY 07.03.21 I FIN 4 JOB NUMBER m 20210510 DRAWING NUMBER A1.03HP NOTES L DO NOT SCALE DRA DOSE 2. HELD VERIFY ALL. DPE-N01N9 3. CONTRACTOR TO VERIFY ALL EXISTED CONDITIONS. AND ROTEY AR.rtECT F ANY DECRPA`CT' W CR4WPG5. (SEE G01ERAL NOTES) 4. ALL AREA CALOLATICNS ARE APPROX. WALL LEGEND 5' NTERIOR PARRT1ON 3X' A G4 FETAL STIES W/ %' GTP9n WALL WARD GOTH EVES (LEVEL V FN). PER. DRNIALL • BARROOMS AX/13 KITDL FO VFRFY W DIRETEI N6-VARIES1,77, MT NOISE) (ACTUALLY DIMENSION 413') - h' 2 -COAT et1tOR4 STUCCO PN194 N EXTERIOR W NTIPROR TO RECEIVE k' TYPE IC' GAB W LEVEL V PANTED FN94 OVER R' FETAL RIRR13 • 24' 00 W RT) PI -SOIL TOOL 5500)' PARR& 4 5)40, 4 5' CNC. FLOCK AT EC WE -L4 PROVIDE K' MR GEM AT ALL BAT00IE. KITCHENS BARE. WALLS NOT. k'T394!-SFEILO' • ALL TEED WALLS.V (ALL MOISTURE RESISTANT 071.621 50AR2 NSTALLATIN ARE LIMITATIONS AS PER PB4-R 2020. ]� - 3 6' CONCRETE TYQX WALL W SA' 2 -COAT ERMAN STUCCO FN PANTED N 150M11 ES &D MR. • G FE STRICT./ —,(> ? 4' to 6' K. LOAD 30/3802 9402144 WALL W (U LATER OF 5/5' TYPE -I(' GE. W 910014 LEVEL V PN614 - PANTED N EA. ME OF ♦' (408642-04) D GA. 1 EL STUDS • 4.OL. (SEE on RLR PLAMD FOR A000AL WALL 14100036) ORR DRYWALL • ELARROCF16, DA' CONTRACTOR TOHINO TO E (PYTTE. ALTERNATE. PL031 [F 4' FETAL STUDS P.T. 2 x 63 • 6' CC. - NEED TO FELD ADJUST D1-EN0IN5 FOR 14100030) S. CONCRETE 54.000 LOU WALL W 5A' 2 -COAT 9VOON STUCCO FN PANTED N 310114 SIDES TTP. VARIES N 4T MOM 4'-t' TO 6'-0' -(SEE STRICT). • O aTRICTIRAL STEEL COL /34 ID 0 NOTE. L ALL RUMOR WALLS W CADRETS OR STAIR RAILINGS TO DE PROVIDED W N' RYYpOD OR WOO 13LOCKNB (0x14' CONCRETE COWARD W 2-N' COATS 9100TH STUCCO PANTED FNMA O Y0NOOLNFBER SEE SLEET A900 FOR SUES CONTRACTOR TO PROVDE 910P ORAABBS FOR APPROVAL © DOOR RE2 R 2. ALL DFR00'L BARROOM, LAUNDRY 4 ICTO0I WALLS TO RECEIVE BAIT EVES NNLATIN (TOW). 3. ALL TEED WALLA TO IECENE D/4'- ' SACKING CR EGUAL 4 INTERIOR ERIOR DRYWALL TO RAVE LEVEL FNE4. 5. ALL EXTERIOR IINLL TO DE POLED W 'CO/ROLL BCE OR SOUAL (NOTE TO DE NSTAI' W AFTER EXTERIOR OF ELEM. IS SEALED). 6. VERFT W CHEEK N NIERIOR WALL5 TO RECEIVE (U ADDITIONAL LAYER 0'' 440 SDUD DAIIDSIER 9ROMASOIE' OR MAL AREA CALCULATIONS GROUND ROOT A/C 2,210 SF 2 -CAR KARP. COVERED FROST ENTRY REAR COVERED PORN 02 ND BOOR AREA UNDER ROOF 3.105 SF 5ECOND ROOK AREA IODER ACC 1600 SF 6EC0T0 FLOOR AREA INFER ROOF 1600 BF TOTAL OAC FLOOR AREA 43105F TOTAL. BOOR AREA LEDER IROOF DANE B F 611 SF 12 SF 9V SF SECOND R_006 OPEN AIR FRONT w r1NY 72 EP 55000 FLOOR OPEN AIR REAR DALCONT 322 OF S 9 U' 300000130 54._2. (OVERALL BROM FLOOR, 23-2 - 6'-a - 1C-4' 3'-4' V � } D'-0' SIDE SETBACK 11111 911111111111' ' 1151111111111111111111111II111111111111111111111111111111111111111111'—.' IIII11111111 I:I!IIIIIIIIIII■111111111111111111111111111111111IL 611161111111111115111111 1111111115115111121 IIIIIIIIIIIIL.11111111111111111111111!Illllll{111111'—'1111!.,,IIIIIdIIIIIIIIIII111111111111111I151111111111 r= II 5SL (DT OTHERS) VERFT DEPTH 4 STEPS W OVER D0000Soo00000000000000J 1111111 1111II11111111111 11 1111111111111111111111 119 E' TOP OF 41 03214•51 A CONCRETE SLAB T FLEX. 0-0' APR: ELEV.. (400' NAIAD) 11111111111111111, 1111 7161111.— 11111111611111166115 ..111611 ---4116511111111 IIIII 11154mat. I -- IIIIIIIIIIIII' 'lllllllllllllllllllllllllllllllll'=—'Illllll li:. MS D'-0' ESE S0IDAOC SW -1' lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlllll2,I 5,21 (OrERALL GROL D ROM 10'-3' N PROPOSED DIMENSIONED GROUND FLOOR PLAN 400 SCALE a/1s' - r -o' C ARCHITECTURE INC. IS ISSUED FOR BIDS O • PERMIT S CONSTRUCTION Architect, Planner and Designer AA -26002044 1045 East Atlantic Ave. Suite 303 Delray Beach. Florida 33483 TEL: 561-276-6011 FAX: 561-276-6129 Ii 0 ❑ 3 6 N SD 1,1 o RESIDENCE ❑ 0 W PROJECT TITLE z 0 N N w d1 w 0 > a • 3420 GULFSTREAM RD. ° GULF STREAM, FL rc N CUEN1 APPROVAL W W REVISIONS SINGLE FAMILY N 17 1, ® RE °EIVFFOP MI AU3 19 2021 Town of iulf Stream, FL w FIE NUMBER 510A200D IL c° DRAWING TITLE • PROPOSED • GROUND W FLOOR PLAN ❑ DATE 7.09.21 I DRAWN BY GE JOB NUMB 20210510 DRAWING NUMBER A2.00D FLOOR PLAN NOTES W 1 !a 12 CEDAR 8141160 AND I D4T6P APP, 000603ATE MN OVER (CONTRACTOR TO PSVIDE PRICE FOR GUILT -7161 PENT, PRONCE 9/4' PANTED WOOD W ITEM 26'.42', 6D', AND 61. ARP. EL4EN W Y WAGED A/4' PANTED 6HELV£6 W TRM CONTRACTOR TO 00.105 840KRYG • ALL YIALLIS UV NFJ_YNG 1 CARNETS (MT). E24,4 x B6' NEED - PULL DON ATTIC ACC .S. 632 ROOF FRYING PLAN. F TECH EQUIP. IS LOCATED temm he ATTIC, IT !HALL SE RIDTALLED AS PER RISC -R 2070. E 71' x 64' ATTIC AGCE66 UPIL L PL DOWNLADDER EY 143* IC 004 ATT ALCM - F-EVRE. OR EOLAL. DEE RNF FRAMING G RAH WIELD COORONATE EXACT LO ATOM FOR PROPER 1 / 0408(056 EL10 48UULATION ) T. T (TT. AT ALL BEDROOM, .11.0018 EWELL -CONTRACTOR TO VERFY uu O/ER ALL REM/RED 1.1118 640080 FOR ALL PLA6RA PLAT PREEN N LOCATION* (TP.1 ESTORAGE &ELV . SEE PANTIE NOTE NO.2 E C GAS - T4NG-Ee8 WATER NEATER. CAPACITY A6 DETERMINED RI4E6G MENEM SEE PLI1EN'G DRNL1106 (TT. OF 31 E HANDLING N AIR HANDLING Care4( I1' A6 DETERMINED 151. CNNI 7E ICAL ENGINEER BEE HVAC PLAN. ALL WITS TO BE EQIPPED W W LIGHT AT COIL 4 OR4N PAN. E AC CO'PRE09OR CPI 61)OLRA. SLAB CAPACITY AS Ln DE 10.11344 5T TECH. ENGINEER 6EE NVAC PLAN 4 SITE PLAN MOTE: ALL EXTERIOR ear. TO OE 4 )12410' NAND. 1 INSTALLED 04 ISOLATION PAD64/ ELP GAS VALVE - BEE MEP. DREIWYA FOR EXACr LOCATION 4 8PEC. EMAN 0600 NECT. EELECTRICAL 'SERVICE PEEL • 60 ALOE MOOR ©ELECTRICAL TETER EDOOR eau_ EUCR.' ERO1D M 03 LP GA6 TAR - SEE EY. DR 6. FOR RECOMMENDED 012E AND SPEC. EB RO0 DECK TERRACES TO RECEIVE NON -SLIP TOM PAVERS' 11.06ER OVER LIGHTUEIGHT CONCRETE, ROPED 12' PER FOOT FOR PROPER DRAM% E TO ! EREETER AND NSTALLED OVER 'NALMTIC ROOMY - 621 TC SYSTEM - U14TERROORM eY OTC4 OR EC.AL APPLIED DIRECTLY TO CONCRETE DEOC POW L R8RE MEM6 TO BE MATAJLID AA PER MA OR B❑ 158041104 PIMP - BEE 611E PLAN 2 LAOS.. PLANA FOR EPIC. EPOOL PUP car 014004- 611E PLAN FOR 50401 L ocaI(M T 71 GAB GRILLE CV••NFCTIOy LEE PLUMBING PLANE. PIONDE HOSE BIB BEE DETAIL PLU-ENG ANT. - MINE.® ON 4RO LOCATIONS TO DE COORDINATED /0 alma ANTE ALL 6ECGT0 FLOOR POTCIE6 / TERRACED TO RECEIVE MORE 54581 ®6 F9 ECLIRITT ALARM FAD?' OR 1A.L),13,610@ CALLE PANEL • A0' APP. 24 DOOR !ELL CUM BOX' LOCATION S' -t' APP- WIFE TO P4/84 SITTON • FRONT 0OOI1 •n;1 LP GAD 80ERATOR 04 6TRIGIURAL REAR 4 ISOLATION PADS - CONTRACTOR O VERFY CAPACITY / DEMANDER OM R / UTILITY COPA., 20 ALL EOM. LOCATED 2211464 THE GARAGE 6244.E BE RAISED TO MATCH FN841 ROOK LEVEL OR MN 10 NAND. ELP GAD POOL NEATER eY OTTERS. VERIFY W O BER /8 PROVIDE POT PLLER FOR DC. WATER BA AT E BOTTOM /7:1RO OLL RE O NORTH AIDE O THE KITCHEN BLED - VERIFY !EIGHT W DIUER ® 3' DIA. FLOOR DRAIN• LAW... meat - 6Ee 101060 PLAN FOR CO8ECTIGN EP6*43 LAUNDRY 008450003 600 ER MAHER AND DRYER 31 GGALV. FETAL DRYER VENT TRWFRONT LULL. DRIER VENT SHALL NOT DL-EED MA4PACTUZER,. RECOMMENDATION, AC/ OR 251,. ®ELECMOLU4 8:662101 WANER (COLOR UNITE) (TERFT LW 0U6ER1 ELECTROLU X 6062.711 GA6 DRYER (COLOR WNTE) (VERFY W/ o4ER>. L4l0DRY 6610 (10 BE API 2)1ED BT OVER) VICO 60' LP GA6 RAGE - 6 6U@ERD ION NEARED 0440®10 1LER AND !TOURED GRIDDLE • DF6165000TT W 66' PRO WALL HOOD (21' DE7TW OR EQI4.. 101E: PLUtER TO PETAL POT PWPJR' ALSO BACKSIDE O RANGE - YEM6', W CANER 04 STYLE 4 1,00*1IO. TROUGH' 67464.266 6TEEL 610 W OBE. ) 1ICERNOWIT -VERITY STYLE 4 COLOR W WEER 4 6416*0R DE6IOFR 24. OVERLAY 0 W4W.6VER O6HVDOP1103NA BY 150604 OR EQUAL (41*01 Ul/ OSER1 4' SUBZERO REFRIGERATOR (CONTRACTOR TO 0001ONA1E PROPER o Rya.. W C4B2ET MANE. FOR 000801 30 DROP DOUR DOOR MICROUMVE - WOLF - 310030100TH OR EQUAL - NM, UV OWERI (OOITW.CTCR TO COORDINATE PROPER H 2614H -P W 04154431 N/+NIIP. FOR DCORI 30 6NGLE ELECTRIC WEI OVEN - WOO? - UB03016310 OR EQUAL - DERFT W O4404*4 (CONTRACTOR TO COMON41E PROPER CLEARANCE UV CA66ER MARE. FOR DOOR61 30 UWH3G DRAWER - 10412- W WD30 4 4226013 OR EDUAL (VERITY U/ OB8x1 CONTRACTOR O VERFY W WEER ON ALL INVERKOWITER APPLIANCES 4 REM MINN Km0EN BLAND. GRANITE KITCHEN COMER(OP6 UV 2 PRA...GE 4 PACK W'L4644 TO UDEWDE LF UPPER CARPETS 3/ 'WATER FALL' 6DE8 NHRFY COLOR TN410GEA6 AND 41)30 W GUTTR. 2R/ER APO LO/ER 0000 RAISED PEEL CAMEO UV CRTN 110LD60 CONTRACTOR TO MONDE SHOP DRNBNGA (0466816 TO PRMOE LIP POR RIDDEN OPTIONAL LOU VOLTAGE 1.04412YG - TOE KICK6) BELL-CONRRACTOR TO PROVIDE ADDITIONAL MOCKING N WO TROSPA KR ALL ELECTRICAL FIXIUFE6 - TITC4 4T ALL VA LTED CEIL2G6 (VERFY W OVER ON ALL INTERIOR MIL60 PD0111E6 AND WEIGHT. Ib ALL NTERIOR 3 -PANEL 0-0.15. DOORS 51. TROE' OR TLL EON, PROFILE 4 PNI814 TO MATCH TRISTILE 3 -PEEL RECEOO.D DOOR (163000 - ME PEP 6TICKN3 PSFILE). - NOTE. VIIRFY WITH TECH ENGINEER / DRAWINGS ON LOUVERED 'LVR3320 DOORS AT ALL AC CLOSET. E3'-0' x D'-0 WADE MDR EARN DOOR •103000 BY Tte4-611LE' OR604L. N 61ERS TO NAVE 4' MN M. GUARDRAIL - SEE WEIR A400 FOR DETAIL. (NOTE: TOP O H4NOWJLb TO 68 36• ABOVE TREE. REUEL POST TO DE 00,1611/8 11014 YITCro4TIVE WOOD 116'1 - SEE WILDING 6EOTKN6. 49 ALL YKCO PARE TO NAVE MANED L4NDRG8 AND TREADS, En ALL 9/SERA 4 BALUSTRADES TO De PAM GRADE POPLAR (SALU STR4DE6 TO CONNECT DIRECTLY 1O TREAD!, 8E DETAIL). •4O 6 x 5 NEE. POST UV 4' MN HT. MOORAIL - 88 MEET A4M FOR DETAL. MOTE TOP O 444IDRALR TO BE 36' ABOVE TREAD - 1)3/MIT SHOP DRAWN. FOR APPPOVALI COP 1 /4' HT. x 4' COPPER DRIP EIRE • ALL TERR2LE8 / BPLOONE. ECONTRACTOR TO PROVIDE ELECT. PDX HOER (LOMERRO AD REEG LIGHT FIXTURE, - CONTROL ALTON TO BE LOCATED • WIDER 6TAA PANTR, A3 ALL ALIH ENT. DOOR TNe1/OD6 4 110.00 SILLS TO EE LET 24 5244REX PRO' OR E0U'L 4 CONC. TRE2M0.D/ COO ELL E EM.R ALL M0 000P8 4 ENDOWS 11 RAP TO HAVE 'NOE P OR EQUAL CALKING • 6WOCKt'WAW1. FREE OODmOA PTA ALL 220013 TO HAYS 1 x PT. 1110 ROCS ANCHORED TO 55 CORO 46 PER PRODUCT APPROVAL ALL DOOR 4 WPM. CORE., NOM .14158 TO BE MAPPED® W 1804 TOP REAL OT' OR EQ THEN - APPLY '8)1AIEX 4pf EVE ,48/4 N'DM6RE6. OR EC OVER ALL WOOD 154.1.11 W A MN A' AT TING NIERIOR SCE O ALL OPE146YA AND a• D4 THE PACE OF ALL THE 2*8*0A - METALLED 40 PER MAIM 6PEc0 BY '6244' OR EQ. - NOTE: CONTRACTOR TO RQUEST'4DFEEI04 REST' S0' 8IKA AND OR NEAP. FRONT DOOR TO EE 0/86141 URE DOOR RC.'- 4140MD MAI0414Y El MERIT W O)RER/ 4 INSTALLED 6Y 'COEVAL 8/P LY' OR EQ. PROVIDE CER MATE O COMPLIANCE W WIND 4 IMPACT ROT.. - PROVIDE MOP DRAB FOR OU$R APPROVAL '00/ 048EMENT 4 FIXED (LEE MEANS O EGRE38/ ALUM UEEOR W LOW E GLACE (ALUM ROME CC ,'R - MITER TO BE IMPACT RAUSTANT AND COMPLY WALL DADE 0004IY IMPACT AND MIND CYCLING TEBRPO REQUIREMENTS CONTRACTOR TO PROVIDE CERTIFICATE O COMPLIANCE (TYP./ 141/ ESTATE SERFS ALUL REICH DOORS (COLOR WINE, - W LOU E GL460 OR EQUAL. TO BE IMPACT REG6IANT AC COMPLY W ALL DADE CONRY IMPACT AND WIC OTC.. TPBTRG REQ4IR FIEN1S. CONTRACTOR TO PROVIDE CERTIFICATE O COMPLIANCE MTP1 - 8EE D00R 8"40rIF P 51 E E 60 61 67 63 61 111 NOTES L DO NOT PALE DREAM] 2. FIELD VERIFY ALL OtEN61CTbl 3. 0041154CTOR TO VERILY ALL 06164 CONDITIONS, AND NOTFFY ARCHITECT (IF ANT SEE el p 6? U DRAWN.. 4. ALL AREA C 31 O4 PIONS ARE MM. WALL LEGEND 6' INTERIOR PARTITION 3701 25 GA FETAL 61106 U/ M' GYPOI3'I WALL 6OA00 6014 SIDE! (LEVEL V FM). (MR DRTUNLL • PARR T't ARE 0110HEH TERRY W DIMEBIOb-VARIED TNpa610)1 HOUSE (ACTUALLY DOME. %'1 ♦' 2 -COAT 31001148TUCC0 RN. ON ECM. W INTERIOR TO RECEIVE M. TYPE N' GWa W LEVEL V PANTED 066W4 OVER 64' FETAL 241100 • 24. QC. W RIJ N -FOIL N1), SETIW RAMO . GLIUS. 1 6• CONC. BLOCK AT EM IIEl. PROVIDE K' MR GWa AT ALL MTIAR, KITCFEN8 GARAGE WALLA NOTE. S"DBN-AEI D' • ALL TILED 3411 6) (ALL 1bbN1E RE846T4M GYPSUM BOARD INSTALLATION 440 LRIRATIONG A6 PER FACE 2040. 6' CONCRETE CLOCK ULEJ. W D/6' 2-0041 31OJTN STUCCO FN PANTED 04 2004 6063 TOP. • GARAGE -(SEE PAN= 4• LaA. NT. LOAD REARM PARTITION 941E U/ (U LAYER OF SAD' TYPE -0' GLIB. Ill/ 644100TH LEVEL V EN. - PANTED OR EA WOE OP 4' (4006162-6016 G4INTL STUD! • BOG (SEE 011. PLR PLAN A FOR ACTUAL WALL IHICIPED.61 (MR YW DR ALL L 4 • 0AT8NR0016, SAS' 0041)3 ELD LENRD TILE/ (ROTE/ CONTRACTOR TO PROVIDE ALTERNATE, NAM O 4' FETAL AM. P.T. 2 x A1. • IP'OG-NEED TO FIELD AD.M6T DR'ENDKM FOR TNICKEA62 0 CONCRETE 6LOCC LOW WALL W 6/D' 2 -COAT 3100114 673000 FIN PANTED ON 6011 AIDES T1T. VARIES N HT FROM 4'-0 TO 6'-0' -(SEE 61RICT1 • El 6TRIGTFA4 STEEL COLIIM oE NOTE L ALL NORM WALLS W CAE.ET6 OR 6TAIR RAILPO6 TO BE PROVIDED W 10' PLYR.° CR WOOD 8,00480 14' x I4. 00001E CCLUNE W 2 -IL' COATS 5100114610000 PAN180 PN814 OB WAD.Nf3/ER WE WELT 45.08 POR 61406. CONTRACTOR TO PROVIDE 6440? DRAWEE FOR APPROVAL. ODOOR NR'/6ER 2. ALL 2EDR OM BATI FOCI LAUNDRY 4 KITCHEN UMJ.5 TO RECEIVE BATT DOND NSULAR. (TYP1 3. ALL TILED WILLS O RECEIVE 56'.0(AOCK' MOON* OR E0U'L V ALL ARMOR DRYWALL TO HAVE LEVEL 5. ALL EXTERIOR WALL TO BE PILLED W =REPEL 510' OR EQUAL COTE. TO BE RIVALLED AFTER EXTERIOR O SUILD6016 SEALED) 6. VERIFY W OVER ON INTERIOR WALLA TO Receive (U ADDITIONAL LATER O 1. 440 80,10 SAILER 1/01480IE' OR EQ.- AREA CALCULATIONS GRO1D FLOOR AO 21. EP 1.-ATAF CATERED FROM ENTRY REAR COVERED PORCH GROUND FLOOR AREA UNDER ROOF 3,166 BF 80000 FLOOR AREA UNDER AP 1400 BF 66000 FLOOR AREA 1806* R. IBM 6,1 TOTAL AK FO,XE AREA 4AO 00 TOTAL R.0OR AREA MITER ROM 6.366 B,P 611 WF 17 80 3120£ 88000 FLOOR OPEN AIR FRONT BALCONY 4 5,0 SEC0O FLOOR 071N AR REAR 541,00NY 312 M 'VELOCITY IMPACT PRODUCTS', OR EQUAL ALM ELIDe. 000 U/ tau E' GLAZ0 - TO BE IMPACT RE616TA4T AD COMPLY W ALL DADE CON1Y NPACT AND WD CYCLING TESTING 0011 ENTA. ...ACTOR O PROVIDE CERTIFICATE Cr COMPLIANCE (TYPE - /COLOR - W M, - OR EQ/L G ERFY W 011E121 'COI' !ABLE H8*, PINED I 04101041(82211340/605086364 AUDI. /120018 TO PE IMPACT REW6TANT, LOW E 041.486 /6EE ENERGY CALCULATIONS) AND COMPLY UVALL DADE CANNTY ?PACT Al. WHO CYCLING TE6150 FEWR 10/16 CONTRACTOR TO PROVIDE CERTIFICATE O CO-PI.VYOE (OP.) - COLOR IN1E GERFYW010*. EG * TYPE 346034 SHALL 6E °FER4]LE FROM RE RODE MHO. TM WE O TOOL* AND PROVIDE A CLEAR OPENI. O NOT LEE* THEN 20 W 24'621. AND Al SO FT. AREA THE 5017011 O T8 .55,00 6FIALL BE NOT MORE THAN 44' MOT THE FNR6H FL00R LEVEL NOR MILL ANY PART O T/6 OP6/34100 40 MI BE PLACED RIMER THAN 04' PRO114E FN MOOR OVER MAD G-42400 DOORS AM TO MEET DADS CONN WE CYO,.. AND IMPACT R 8/61401 TESTING REQIIR3'ENT6 CORRACTOR TO PRIDE CERT. O COMPLIANCE OFFSET DOORS FOR DECORATIVE '!ORAL' APF11CD PANELS OR RAE. /T0 6E *ELECTED 6Y WRIER - 8EE EXTERIOR ELEVATION. L' RAISED CONCRTE PAN WATER EDGE (NOTE: PAVERD TO 6E RIVALLED TO THE BACKSIDE O THE GMAT DOOR!). ATTACH GARAGE DOOR TRACK TES) CONT.2 x 6 PT. WOOD MO< NIG FILLED CELLS W 3/8' DRAM. ARMOR 60.16 AS PER MANE. 8PECPC 6 ATRUCT1O4 • SEE 6TRICTURAL DRAWN. (TTP.1 AUTOMATIC 3.464!.41 DOOR OPENER W LGTNTO (*EE ELECT. DR4WNG61 441TOM4TO 3.42230 DOOR BUTCH RIM. 0.6230 DOOR O BE 20 MN FIFE RATED DOOR W CLOSURE HRGEB. 36' ORATOR OR EQEL (61TL1 AND PN3H TO OE 'SELECTED 15, WDETU RECESS ELECTRICAL 0IT1ETD AC 2U0TC44 607.6 N OE HOUR PIKE RATED PARTITION SHALL BE METALLIC IURH A AU RAC= NOT TO EXC®IMO,. AND THE EFFACE AREA O TE BOER MALL NOT EXCEPT 100 AO N PER 400 GOT O WALL ACREAGE 50)33 LOCATED GN THE OPPOSITE RIDE O RE PATITIO4 WALL 6E SPACED 14' MART. MN-LPLIT N 0443432 - 11111)3/16141. OR NEAL - 6EE 1E04E40AL DRA9UG6 FOR SPEC,. PROVIDE MN ELECTRIC CAR CHAFER N GARAGE - VERFY W OVER ON BRAND 4 TYPE 36' NIGH PIPE RAIL (I V7' MN DU) W PANTED UNITE FNMA - TTP. AT NIM03 GARAGE E1EPE C II c=tt '=FF- C=T� 71 y.. D6 De O e =11111 11111.--',- Er - I6Y 013004 VER6R- MT.; 4 STEPS LW o00 10 00 00000 ODO DODOD0000dj 8 16'-0' SIDE 6EEACK on =_LI 6 -0' 610E 85164CK 3 a1�ID. IDW®IU®II IrD FT�I_ = _ __1DHIHPAO 1- I�I- =-IH CI = O O O EA DS 40 35 "Ha. 0 TOP O FLOOR CONCRETE 6LM ELEV.. 0-0' APP. ELEV.. (/L0' KAVD) PROPOSED NOTED GROUND FLOOR PLAN SCALE m 3118• -1'-0' 1471 GARAGE FLOOR TO BE GLEAM AND PREP FOR Ln EPDXY FLOOR 616101 BY 4Mvx, -COAT- GRAY V14 ELLE BLED ON EQNL - TEAEY 014 OBBER. EW x N 6' 6TAI86 STEEL NBLLATED FLOOD VENT BY WART VENT MODEL • 610-510 AT PERIMETER WILL - E.P. POLDER COAT MIEN (COLOR RUM (METALL AS PER MANE. RECAP - TT.. O 6 AT 3.46430 AEA (NOTE. A MM OF 2 OENNGS RAVING A TOTAL AREA NOT LESS TUN Or (NINON PER 00 (U AQMR FOOT 04 DRER}4T REED O EACH EHIOBED AREA. ALL OPBEY0 MULL 6E ONE NU FOOT 44504E ADJACENT GRADE 1 60.01 THE BASE MOOD ELEVATION. lb ISP 52RO0 PROC. B' OR EOU1 - RECYCLED PLASTIC - PREMIUM GRAY U8EY1 ATOP.- VIP. • ,-e6er0 4U. DRIVEWAY PAVERS TO 6E ON 1• LPESTO' 80004RYB W 5' LRK0..0 BADE COPACTED TO A MN 664 DENARY - SEE OPAL MALMNGO AND VERFY W TOUN O GULP 61301, EEVERT MTM001 DOOR LOOC SHALL 66 DEIGNED TO PERMIT TE OPENING NI0 OP THE LOOKED DOOR FROM TIE OUTRIDE M AN EMERGENCY. TREE STANOPG 1110' (TERMAS64 BY 'VICTORIA 4 ALer:T') - 6111E 10 eE SELECTED 51 ODER (FIELD VERFT ,M 020eu406 /FAUCETS) 1 DRIER' OAP IR. TD MEMOIRS OR EOLL4 - W GAPEGI/4 RD FNBN (COLOR - UNITE/ - TERRY erne 4 COLOR W MINER. ELAY. (STYLE AND COLOR TO DE SELECTED 51' OILIER) 82 WATER CLOSET VERFY WI GOER F ELECTRIC REQUIRED - (eTYLE AND COLOR O OE PIECED 5Y COER) 83 CONTRACTOR TO 1(61 h GEE_ EDGE 01, 1P CONTER1OPR POR ALL BARROOMS ,AND LALDRY ROOM - SEE FINN A,JRrx1 E FOR SPEC. ETEMPER. FRAM.. WOOER ENCLOAFE 4 DOOR O' M16L T4100Ee6 W 8RbED O2T1 CEP. (NOTE, 13/ TO HAVE 6lYLE SLDRG GLANS DOOR BY 0R0NAL FRAFELES8 3410/0 DOOM' OR EQUAL,. ALL TILE FLOG TO 6E NON -ALP. ALL STICKER MRD TO 83 RECED6ED 4' BEAD/ 638/4 FLOOR 4 64.00E TO DRAM SET 24 0O/ER PAN - 2' TOPP60 AT 8ECGTD FLOOR TO BE ELORA: ED AT AL 6/4042 , (NOTE. GFOUD FLOOR 611601LRAL SLAG/ 2' x 2' H -N-64.1? MA®. ROLM PLR TO RLOPE TO DOAN SET N W4WER PAN ALL MARBLE TO 6E PLACED ON DAR' ',AOOX' (TOP) No. ANN. • AREAS TO RECEIVE TILE OR MAFELIL 2014 x 20'0 TILED POOR W 646' 'OAY)OK' OVER 35, 20 GA. FETAL 6111% • 20 0G TBUILT-M 0045* WELD MN) - 10 x 6' x G' GMT ALL LOCATIONS AND 612£6 W WMERM CEILING NYV4IED OVE3BAD RAN SINNER W WILL MONIED HA04ELD 840100 NOIIL0 Or, N ALL BA R4ROOPI6) - DT'LE FNN4 TO BE SELECTED 51 QIN . RIMED 0l! DRYWALL 6' TO S' FOR PLU'BIYG 61202 FALSE DECORATIVE GEAL3 ABOVE - 6' TO TO DEEP x 4' TO D' WIDE W X' GUIB.-PAMTED W SLICK FN. (FRAMED W 3%' 2602, META. 81Ub • 20 OG) - 052 10.00114E CELMG PLAN. VAULTED CEILING (2EE 'REFLECTED CEILING Pt424 FOR HT. AND MATERIAL. A' -S' ARMED OPE4410 W D-0' 0RNG PT. (SEE 0/000 G DICTION FOR ELEVATION. 8. ROOT FNI6H 6050 Pl. ALL WALLA. 01=4106 4 FLOOR 00(4RR06 4 5.114,0410 6101(046 WELL -CONTRACTOR TO PROVIDE ADDITIONAL 3 Pv-TT M 9OOD 1R1NE6 FOR ALL ELEOIPoCAL PD(TUE6 - TYPICAL AT ALL VAULTED CELNGO (VERIFY W mere earwax DIMMER ON ALL 5416303 Crum 00KI0RN8 Ale UE4{T/ 6'-0' RAT 0.34410 (SEE 514ILD46 MCTO. FOR ELEVATON41 ACCE56 LETS • ELIVATCR3 - 36' x 4S' x Y' MAQO3 ROW1 LESS 686IDE TIAL ELEVATOR W EL NE GEARED DRIVE '811. 01, OR EQUAL- *6L CAR W OPTIOIA . POCKET GATE (GATE PACK -RAIL BIDER rVLKNGANY PAEI.D W APPLIED MOLDIER 4 HI-AATb 61 440AR4UD OR EOM- - VERIFY W O INER / 065(42313 014 ALL RP MEO 4 PRIDE 640P DUCE FOR APPROVAL (NOTE ONSET DOOR / DOOR JA•3/ TOUIMDD ELEVATOR FOR CAR TRE84WD 17' MAXI NOTE, iOU11WY MUST NAVE A 11.111.11 B2 )6 x 152 10.446. X 616 1 ,0'1264 P AOCE86 HATCH (PATNDED Er DAVARA CGNCORDOE N I U .) LOCATED AT THE TOP O T5 4O61YLAY. LOCATION TIM 61 N AN AREA WMICH WILL PROVIDE Af.CE60 TO THE ELEVATOR DOVE AEIBELY BY TIE MAMA. LNERG /400LE MAN,NL LWORPNi HANDLE UILL ENA0LE U6CR TO O ERPWER BRACE 460 LOVER CAR 1AT4OR GODLY ENTRY TO 14E W4P19WY1 EELEVATOR PIT AD PER MANFACTYER PPFTPICATICN. ®CONTRACTOR TO VERIFY W/ OWER POR LOCATION OF WALLA MORGUE ROOM TO RECEIVE MIRROR PANELS. 1NOEE TO BEN E NATALLED AD PER MANFACI4#R TEC21 E eMR:I2e 1. 1 TO MERE /J' R66ER GTM TILES - (0010! 62.40%) 6Y 'I1E653 MOORED 140' ON EQLL (VERITT W 0/6034 F,71 0010E ESULT-N WELVE8 • I6. OG VERTICAL ABOVE BUILT -04 CAMPS AT 36' ARP. BOXER CARNETS OR ATTIE DOORS OR EQUAL-VERFY W OVER ON ETNE.EQUAL) W/ GEACT-50ARD BACK GALL PANEL AND e AN D D bG UNIT TO BE METALLED A8 NELLLLNGTOI LSE ENE ILAL. BY ILIELLAMTAN UNE CELL INC. OR EQ.. CE.L.4 8 NC MAVF. SPEC, OR EOIAL. ®NEAT 4 GLO 60 M®O SERIES DIRECT VENT LP GAO FIREPLACE 51E FIIEJNDE' OR EOM. - VERFY W O10ER. METALL M PER MAN". 8PEC5C 8461/6/07 N/8 - SEE EU20, / PLUIBA3. OLGA (LOCATED • GREAT R T/. ❑24' TYPE 'X' GLUE U1/ LEVEL V PANTED M. OVER I FETAL E MAIM S • 24. QC. W RIJ R -ROE NdIL 6EN/ NPR* 1 GAM 1 O' 0010. BLOCK AT MKT WALE PROVIDE K' 111 GILD. AT ALL 54114140, KITCHENS 4 GA243+F WILL. NOTE. %'_ADEN!-eELD' • ALL TILED WALL. (ALL MO611YE FE58rANCE GYFSU1 BOARD M6TALLATION /RD LOMATION A5 PER PLC. -R 20201 3441 61RDMAL CONCRETE el-. (6.140 • ) OVER E MIL E POLYETNYLEI/ VAPOR BARRIER ON WELL COMPACTED FILL TETAIITE TREATED. (BOIL PFEPARATKN - 'DURBAN -RC' 34 - e GAL PER 10 51. O 6LAB AREA D SAL.0 10-0 LINEAR FT O FOOT./ ALL TEA, SEALS 4 COVERED PORCH. TO NONE 10 ML POLYETHYLENE VAPOR BARRIER - VERITY W !STRICTURE ®30? BR' ❑ 314' x 3/7 6468. TING - C NT ACTORUAAL W*. FOR OPEC,. I n DRAW1146 COATING - CONTRACTOR TO PROVIDE BOLE 03.008 FOR APPROVAL E00948414/ALL ROOK ' 6TLERD ON e(ER FLOOR MI ERALTOR TO NBRFY STYLE 4WD EXACT LOOATON0 W 026004 410 OR 414159/02 DE66 )50, RMM. CLEARSTORY. FIXED GLA1e WOOL AND PRIMARY BFDRO01 /4LLIUAY DV COASTAL SUPPLER OR EQIIL W MANED GRADE ULY.O - (VERFY WOOER / INTERIOR 0220461 ON 8TAI14 OR PAM4 TOP OOARAG2 000025.40 ELEV. . 0-0 APP. ELEV.. (400' NAVD) B' x /8', WIDER MONIED 61AN166'STEEL 134* 610 TO 6E SELECTED BY DOER 24 REFRIGERATED MIELE. IN ObTO1 PEEL.O - 8/3/005) - RID24ROREQUAL (VENT LVDINER). OUTDOOR KITCHEN ET ME OR EQUAL - 6TEHLE.. KII0I04 /W RSV BAYER STYLE DOORS / ...COAL GRAY 4 GRAPE COUNTERTOPS (FOR PRICED PURPOSED ONLY - VER31' W WEER / NEEE0R DESIGNER - CONTRACTOR TO FROVDE AOP DUO. FOR APPROVAL 36' AIRESCOA LOWRY DPI IIYF GILL - CULT -IN 0.v00 R 540820E GILL - OR EOM -VERIFY W OVER SEE MECHANICAL 0*1/45 AS FOR 010003 KITCHEN 004EU5T VENT STACK OUTDOOR 001063D PATIO TO NAVE TOUT. EXE0RIVE 80004 MOTORIZED SYSTEM 4 N0F1r4NE ' BY AMERICAN 800/ MOLUt04 / OR EQUAL - N6TAIED AO PER MAVP. SPEOPCATION6 - OR EQUAL (CONTRACTOR 10 7ROV1DE 614. DRAWN. FOR APP60414LL OUTDOOR MOLLER W DECORATIVE WALL W 4' x 4' DOMN0AN 0001014 ACCENT 5440.1' x I' AND 6' x 6' DECORATIVE CERAMIC TILE SINNER U/LL W WOOER NE4D. FOOT MAN ONO ACCEA00RE6 - ALL M4TER40 TO 8E APPROVED AND INSTALLED A5 PER r14504CRSE5 APE. - FOR PRICING ONLY - 46*01 W O116ER / NTERIOR DED0IER. ALL PO52E8 TO RECEIVE ERNE PAVERS' MOOT 131. '4R16TO PPVERA' OR EQUL. NON -BLIP W 60 E GE 146 ED AT THE OUTER DECK TO 8E M1DMET OVER JA' LOUD WATERPR-FRG ON CONC. DECK'620ALALTO Tore' OR EQ (RED MORE RR 0/0ER / MTERIOR 0E61C1E* APPROVAL/. CONTRACTOR TO USE A POLITER MOOTED, NON EROIESCENCE MADBET OR RIMER GROUT. H' x /4' fdCRTE COLU'ND W RV 2-0OA1S 66101734 66010 PANTED FYI. 1 RAISED STUCCO RADIO 4T OP AND 501101 OR EOM - SEE STRUCTURAL DRAM. 11,4 664E CEDAR 1RELL16 JOIST 0 SHAPED DECORATIVE TAIL (PANT®) - 6@ 611601, G'. FOR ALL N000N OOTELTONS (TT. W CONT. COPPER R.AR4P0 • TOY O ALL TRELLIS T E BIERS/ - CONTRACTOR TO PROVIDE ALT. PRICE FOR 41.111481 TRELLIS - COLOR /IRE). 2 x2 ANA CLEAR CEDAR 8/680538• a'GC. - PAINTED (TM AT ALL 1RELL6 L0ATKN61 �4 Architect, Planner and Designer AA -26002044 1045 East Atlantic Ave. Suite 303 Delray Beach. Florida 33483 TEL: 561-276-6011 FAX: 561-276-6129 ISSUED FOR BIDS PERMIT CONSTRUCTION N 3 PROJECT TILE SINGLE O FAMILY RESIDENCE 0 I.. 14 0 a 3420 GULFSTREAM RD. GULF STREAM, FL 4W CUENT APPROVAL IT IN1 REVISIONS Q 41 a �•^(IY (QTAA VED A6319221 W „MT] 0-2. HON DECORATIVE 4411111.1 tU/ emcee COAT °"a" 0 4434E FLBTI awry f Gulf Stream FL DRAUNC/8`°`°R-/RAFFLE -OITOPORLUa/TAL UbIDC'OR DI 4LII1NIM DECORATIVE NA6.21'0ION EDP. ROUSER COAT FNE4 I (COLOR 0.4CKJ - TG0 O RAIL MN 36' WTI PC62T0 SPACED TO 61.003 PAA6AG6 OF 4. INME11. 01TW RNL 2' MAX ARP. - TYP} VIDE PRO ANC? 014010RANGG (20 (STYLE. 01400 AD DESIGN EWE, / A0'PLE). BY'JO GT FRONT A. CONY YTO I ND.' ON EQIAL rowan" RAL60 AT FONT BALCONY TO 6E 36' HNI4 ‚144(10 PEST 11.8 TOWS 0/SF 51324.1/30441/ PBC 2041. NOTE ALL EX1E3OR RALNG6 ANAL COMPLY W Y FBG 2070 DECORATIVE ALLEY GATE BY WC OSOEENTAL IRON 1/03< NC/ OR EQ (COLOR BLACK) - NOTE, G41E8 TO BE 8ELF- 0LC64G, SELF LATCHING LOCKING GATE MN 48' M) W LATCH LOCATED/LIMO O 61' HT. ABOVE OO1T. O GATE) OPEN N ME 045/42 O DIN010/84 (TOP. O 2) - PROVIDE MOP ORATES.. FOR APPROVAL HIGH 6' 00032MOCK OOC CO *!YARD ENTRANCE 4411.14/11.❑ 03 W PAIR O DECORATIVE 3'-0 0 3'0 GATES W 84.4CK EDP. POLDER GOAT FINISH W SMOOTH MCC° NNW AND 01U1d CAPON WALL - PANTED - DEE DTRIOTRAL DRUGS. ,F,71 SEE ELECTRICAL DRAWING! FOR ALL EXTERIOR LO AMRG PDOINE6 4 APE. (NOTE: ALL FIXTURES TO 83 AFFIRMED 8Y DINER / 41416306 DESIGNER POOR TO 920/44301 CONTRACTOR TO MONDE PRICE FOR ENTIRE 1435E TO RECEIVE 6' RAF ROUND COFFER OPERA WITH T+F3rn4TIVE LEADER OLTGCT03 HEAG6 -(WTI DECORATIVE GUTTER 44NYER0 / 52(4046154.4' FOUND DWNAPOIT6 - RARAAVER GUTTER BYITEM INC. OR EQUAL PROVIDE KKK 016.4144 0 TO DIVERT ROOF WATER FLOW AWAY FROM M.- E 10 SEE RE. PLAN FOR COLT -UP CRICKET FOR POSITIVE 'MANAGE - ' JOB NUMBER (NOTE Al MC KETE TO NAVE MN., LAYERS 4110TH ROOFED PLUG 20210122 A CLASS 'A' MODRED CAP 64EET - Ml 0 EELIXIR WALL* A1,00 20 FLOOR 4 ROT CRICKET, TO GE PROTECTED L W '6204 RDCPPID' O7' MA OR EQ✓L - PETALLED AD PER 1144? SPECS ERAT PROFILE 6419iLOCK0 GOC ROM 0LE DER'LDA E' RAT OT 'OGLE 00 TILE, NC.' (COLOR WIDE 1)100114) OVER S0• FELT HOT (� MOPPED ON UNFELT TN -TAGGED TO IS/30APA RATED EXT. 6F !FADE PLYUO.81/640404 "STALL 46 PER ROOM. SPECS. RTP) (HOE. ALL HIRT TO HAVE P1115NZV CARS/ �4 W FILE NUMBER IY 510A200N DRAWING TITLE PROPOSED GROUND FLOOR PLAN CI DATE DRAWN BY 7.09.21 I FW/GE Q � DRAWING NUMBER A2.00N NOTES L DO NOT SCALE - z RELD ATRFY ALL °PENSIONS 3 CORRSC OR TO VERIFY ALL EXISTING OGNDIYKN6, AND NOTIFY ARCHITECT F ANY DUDA, !Rpm, G DRASEO. (SEE A ALL AREA CALOIATKNS NE APPROR WALL LEGEND -0 INTERIOR PARTITION a%' ]0 GA METAL 5. INTERIOR • UV K' GYPSUM WALL EOARD COTS SIDES (LEVEL V FIN,. avx DRYUML• OAl t l 6V KITO EN. VERIFY W DIre»IOC-VARESTISILY R HONE) (ACTUALLY DFENSION 4 VI O. = S' 3 -COAT MIOOTH STUCCO MEN ON DOERIOi WV INTERIOR TO RECEIVE NO TITE 7(' Gala W/ LEVEL V PANTED FNMA OVER PL' FETAL -FOIL WELL CE(2W SIFT GAL 4 GRID. 6' �I COIL. 54.000 AT EXT WALLS PROVDE K' MR. GAD AT ALL RATNSES, KITCHIBB I GARAGE WALLS NOTE. IS 0Q4S-NEILD• • ALL TILED WALLS). (ALL MOISTURE RESIST/EST GTPSUT EOMD NSTALLATON AND LMITATIONS AS PER FLG-R 2020. - ' S' CONCRETE EL000 WALL W( 62• 2 -COAT SPOON STUCCO FIR PAN NTED ON R SIDES TYP. • -(SEE STRICT./ RICT) 0 - DEMESEEEK • 5. NT. LOAD NA5NG PARTITION WALL W/ (V LAYER OF Ore' TYPE -'X GYM WV SCOOTS LEVEL V MOH - PANTED ON EA SIDE OF 4' (400N6]-64) t GA. ME_ STUDS • U'OG (SEE TROPES./ FLR PLANS FOR ACT UAL WALL 01R DRYWALL • p5045XAID, )(T FOR TOHTO �EA (NTE. ALTERNATE, FL. OF 4' METAL SIDS, P.T. 2 t 65 •(6' OGCID TO FOLD ADJUST DIMENSIONS FOR TUIOOE06). - a• CONCRETE CLOCK LOU WALLS/ 52• 2 -COAT SMOOTH STUCCO FEL PANTED ON 50111 SIDES M. VARIES N HT FROM 4'-0' TO 90-0. -(SEE STRICT.) • CI STRUCCN4L STEEL NOUn) El El NOT£. L ALL NERIOR WALLS W) GASSERS OR STAIR RAIL -2466 TO SE PROVIDED WV N• PLYYDOD OR WCVD N r,•RRP• M• R W' CONCRETE COJANS WV 2-IY• COATS SMOOTH STUCCO PANTED FINISH. O WINDOW NFEER SEE BEET AS00 FOR SIZES. HOP FOR ALCONTRACT TO PRO/1DE N O DOOR (20MER 2. ALL SEDC'U SATNIRDO L LNEDRY 4 KITCHEN WALLS TO RECEIVE SOT POND INSULATION (TYPI 3, ALL TILED WALLS TO RECEIVE 5/16•-'DIC))• BACKING OR ECWAL. 4. ALL IN! ft 4 DRYWALL TO HAVE LEVEL V - MISS 5. ALL EXTERIOR WALL TO 5E HUED WY COTENLL SEW OR EQUAL (NOTE. TO CE ESTN-LW AFTER EXTERIOR O SIILDNG M SEALED). 6. SERF/. WV OWNER ON INTERIOR WALLS TO RECEIVE (V ADDITIONAL LATER OF 3' 440 5030 DARRIER •HOIALOIE• OR EQUAL AREA CALCULATIONS GROWL, FLOOR MC 2 -CAR GARAGE COVETED FAINT ENTRY FEAR COVETED PORCH GROUND FLOOR AREA ALDER ROOF SECOND FLOOR AREA 150ee A.G SECOND FLOOR 40015055 ROOF TOTAL A t FLOOR AREA TOTAL FLOOR AREAL/DER ROOF 2,110 BF 611 SF 2OR SF 3,166 OF SASS SR (SE0 SF AND SF 6,365 OR SECOND FLOOR OPEN AIR CT BALCONY SECOND FLOOR OPEN AIR REAR F'A1 "ONr 5, J Y-2' 41._S. (OVERALL GECOD FLOOR) 9'-I' 10'-6' 1'-a1' T'-'11' 1'-S' 4•-10' �. 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COORDINATE 38114 WER 000.08A.TOR TO MONDE PRICE FOR BUILT -N61 ® PANTRY. PROVIDE 3/4' PANTED WOOD W TRIM IS', 42', 65', AND 66' APP. ®LIEN UV 5 EQUALLY SPACED 3/4' PANTED SELVES W 1901 CONTRACTOR TO PROVIDE BACKING • ALL W14LLIS W SHELVING 4 CARPETS GERM ® 24' x 36' 447810 - PULL D0IN ATTIC ACCESS. SEE ROOF PRAYING RAH R MEON EQUIP. 16 LOCATED NEVE BE AMC T 6HALL 7E INSTALLED AS PER 3540 -R 2020. ®22' x 64' ATTIC ACCEBD W PU.L DOIW 663 LADDER BY RA O8 ATTIC ACCESS - F-6El(ED'- OR EQUAL BEER OF FRN16Ya PLAN. (FELD 000ONA1E 04ACT LOCATION FOR PROPER, Peceur-56 / ® 66LL SOUND A BAT. TM. BAT P. AT ALL 630370'4 6ATH OOM ( LALIORY ROOMS/ SHELL -CONTRACTOR TO VERPY W MINER ALL REQUIRED MY BAOCEG FOR ALL PLASMAPLAT CORM TV LOGATLND (TTPI ▪ 810340E SHELVING SEE PANTRY NOTE NO. ® LP GA O. D - TANE66 WATER 1FAIERS, CAPACITY A6 DERR1NED BY PLUMING E147EE R SEE PUI REO DRAWEE (RP O 3). AIR HANDLING Mtn CAPACITY A6 DETERRED BY I'EC14414CA ffj 041113 6M HVAC PLML ALL WITS TO BE MAPPED W W LIGHT AT COIL 4 DRAIN PAL A.0 CQ-PRE6803 ON STRUCTURAL BLAB. CAPACITY AD 6 DETER PCD BY MECH. 64GMEER SEE 1(VAC PLAN 4 NM PLAN. MOLE, ALL EOE(6OR EQUIP. TO BE A MN m• NAVD. 4 PETALLED ON ISOLATION PADS/ © LP GA6 VALVE - 6EE MEP. DRAWEE FOR EXACT LOCATON I SPEC EMAN D5006EOT. E1ELECTRICAL SERVICE PANEL • 60' ABOVE FLOOR ©ELECTIECAL METER ® DOOR MEEL- R 120 06040 LP GAG LEK - SEE MEP. DR.. FOR RECO*EW/ED 664E AD NPEC.. E DECKRO DE TO RECEIVE NCN-BLIP'DTOE PAVERS' MEWL OVER LIWTIEIGHT CONCRETE, SLOPED I/O PER F001 FOR PROPER -Aside, TO PEdM£TER AD MULLED OVER '8K4LA5T4 ROOPRO' - 621 TO SYSTEM - 34440_3650774 BY SKA OR EQUAL APPLIED DIRECTLY TO CONCRETE DECK (WATERPROOF MEMBRANE TO BE INSTALLED AS PER 2304 OR EQAL1 EIRRIGATION PPP - BEE SEE FLAN 4 15,,4 AP F PLANS FOR SPEC. ® POOL PJ'P (BY OTI0DR64. ORE FLAW FOR DUCT LOCATION A Gm GRLIE 1041/80 K -N SEE RIMING PLANS. 22 BAR PROVIDE 14065 B ME DETDETAILON P 17188 84T. - WOW AND LOCATON6 TO BE 000064ATED W OWER OOZE, ALL SECOND FLOOR PORCAES / TERRACED 10 RECEIVE HOSE 5(061 ® 8E0 411 ALARM ('ACT' OR EQ 4 41 TELERK /E CABLE PANEL • 60' APP. 24 DOOR BELL 0111E BO /LOCATION 9'-O' APP. WRE TO PUSH BUTTON • FRONT DOOR. 7 5 E LP GAS GE RAT3 ON OON STRUCTURAL BLAB 4 ISOLATION PADO - CONTRACTOR TO VERIFY GARAGE, / DSMAND6 W/ OVER / UTLUTT COMPANY. 76 ALL EQUIP. LOCATED PENN TE 1.4640E .HALL M 341330 TO MATCH FN(644 FLOOR LEVEL OR MN 10 NAND. LP GAS P 001.1EA1ER 5Y O(FER6 VERIFY W CARER 28 PROVIDE POT FILLER FOR DOGS' WATER 8011.6 AT THE BOTTOM OP NORTH SIDE OF THE KITCHEN ELAND - VERIFY 1@491 W LAMER 79 3' DIA FLOOR DRAM • LABDRY ROOM. - SEE P4PBN3 PLAN FOR CO1ECTOH ® PREFAB LSLIORY 0CNEOIICR BOX FOR 646FER AND DRYER S VENT FRONT 414 4ALV. PETAL DRYER VT T R1 LL DRYER VENT SHALL NOT EXCEED MAHPACEUER6 RE0O?1ENDA11O4, A0/ OR H1_ ELECTROLUX 81.602A161 W46HER (COLOR WHYS) (VERIFY IW ▪ 0.INPO ELECTOL30 13 M.621N1 GAD DRYER (COLOR W41r6) (VERIFY W ▪ DWERA ❑ LAUNDRY 6PK (TO 6E SELECTED BT OILER). 'b WOLF 60' LP GAS RANEE - 6 OWER6 W NIRAMO 04l®IO O 4 ILER A 7RURSD GRTDOLE • 016768KGAT IW 66' PRO WALL HOOD (21' DEPTH/ 0R EWE -NOTE 9.413064 TO INSTALL 'POT FILLER ALONG BACKSIDE OP RAGE - VERIFY IW 011ER CPI 81YLE 4 LOCATION. aE '135.'04' STAINLESS STEEL 6NKW D.P. 4 UOER1ORI -VERIFY STYLE 4 DOLOR LW O16ER 4 MIEROR DE6IQER 31 24' OVERLAY D16 64*6ER 5SAB6PI1BR/O 67 BCSCH OR E0A4 (SERPI' W 04603). ❑ 42' SUOTER FO R09RKERAIOR (CONTRACTOR TO COO NATE PROPER e.Vs EW C4BPET PUMP. *OR DOOR. ® 30' DROP D.IN DOOR MIg60144VE - WOLF - 3O t'D30158M OR EQUAL - (VERY II)/ 1W60Rt (DO%1RA0TOR 10 cnODMAIE PROPER O, 84Re4ra W CABINET 144004 FOR DOOR. ® 30' SINGLE ELECTRIC WALL OVEN - 40LF - IIB030IE6114 OR EWE_ - (463714401)23). (CONTRACTOR TO COORDINATE PROPER 11 FAR40 0 W CABINET MAN.. *OR DOORS 51, 30 WARR/G DRAWER - WOLF - W WD30 • UM6543 OR EQUAL • (VIER, W °LATER/ E CONTRACTOR TO VERPY W =PER ON ALL UCEFC0MER ELI APPLIANCES 4 SPECS LL1THN KRO@E 64.40. GRAN. KITCHEN CCIM PS W ERTO 2 STRAIGHT EDGE 4 BACK SPLASH 43 M INDERSOE O UPPER GANNETS W/ LATER FAT' SIDES (VERY COLOR THICKNESS AO EDGE u/ OVERT 571 UPPER 410 LOSER WOO RASED RAB'L CL,D60+16 41' CROW ▪ MOLDI . CONTRACTOR TO PROVIDE 614x• ORAW... MADRET. TO PROVIDE LIP FOR HIDDEN OPTIONAL LOU VOLTAGE LIGHTING - TOE KOKRA ❑ 7ELL-CONTRACTOR TO PROVIDE 4001(0NAL DLOCKMG N WOOD TRUSSES FOR Al ELECTRICAL PIXEES - T'PICAL AT ALL VALTED CEILINGS (VERIFY LW O)8ER ON AL INTERIOR CELR4 FDTI0E6 410 WEIGHT. al A %TERROR 3 -PANEL 6'-O' KO DgN '1 BY RBTILE' OR 804AL PROFILE 4 FINISH TO MATCH 1R4TLE 3 -PANEL REWIRED DOOR (163000 - ONE STEP 6TCKPYa PISP6.E3 - NOTE, VERIFY 36114 MECH. 1G0EER / 0RAWSYB OR LOUVERED 'MEMO DOORS AT ALL AD CLOSET.. 5.7 3'-er x D'-0 WOE MCP ',EA N DOOR' •TE9000 61 -'184 -STILE' ▪ OR 60161- = STAIRS TO HAVE MN NT. 14' Au - 6EE 64EET 24BO FOR DETAILS NO18, TOP O 421034LS TO DE 36' MOVE 130AD1 NEEL 12061 TO BE WANE WME 4 DECORATIVE WOOD ERG, - SEE MILD.. SELDOM. • 4L WOOD STAIRS TO HAVE STAPES LAN0706 AND TEAD8, En ALL RISERS 4 BALUSTRADES TO BE PAM GRADE POPLAR (BALUSTRADES TO 006EL1 DIRECTLY TO TREAD., SEE DETAIL/. 60 6 x 5 NE,LEL POST W/ 42' MK '.1(4064411 - SEE SLEET MOO FOR DETAILS (NOTE, TOP CP HANDRAILS TO BE 36' ABOVE TREAD - BABBITT SOP PRAISES FOR A3P97V41 iiC0NT I V4. 0.4 4' COPPER DRIP EDGE • ALL TERRACED 54LCGNE8. 62 CONTRACTOR TO PROVIDE ELECT. FOR 14016T 0 11,8061" 4110 REL. LEGIT FIXTURE -OCN1RJL SWTCH TO M LOCATED• 1roER STAIR P4Nner. ,7 ALL ALCM. EM. DOOR 6.3.12101.176 4 MECU SILLS TO M DET ▪ N'104LEX PR OR EQUAL 4 CO.IC.11 RIBS OLD/ C.0 SILL ® ALL EXTERIOR DOORS 4 330016 TO HAVE '65 ,6 FX MO' OR EQUAL CREME • 641000054/4440't PRAMS COPD111046 (MFR. ALL UNDO. TO NAVE 1 x PT. ID BULKS AN0NORED TO ffn95 CCT•C A6 PER PROMET APPROVAL ®ALL DOOR 4 WO. CORERS. 408'6 • -IAMB TO M MARRED W YKA TOP DEAL Tel' OR E.14(6L - APPLY %KELE( T0) EVOEi.4W MEMBRANE' OR EQ OVER ALL 4409 01006 W A MN D' AT TIE INTERIOR SIDE O ALL OPENINGS AO 6' ON TIRE PACE OP ALL TE OPSEIG6 - MULLED AS PER KA RP. SPECS BY YHA' OR 60. - NOTE, CONTRACTOR TO IE006T '403281 4 TEST' BY SPCA Aro OR MTANP. FRONT DOOR 10 BE YGNATAE DOOR LAG'- STARED MIA403ANY ,IZL] (VERIFY W OVER/ 4 METALLED OT'0040T4 S6"PLT' OR E. PROVIDE CERIFICATE O COMPLIANCE W IMO 4 (PACT MOWS. - PI'SVIDE SHOP DRAIN. FOR OWES APPROVAL 'lYA' 0428MEHT 4 FIXED (SEE MEANS O EGRESS/ A.UL 0t0W6 W LW E GLM6 TAW'. FRAME COLOR - WARE TO BE ',PACT RESISTANT AND 0QPLY SMALL DADE LO3NWY (PACT AHD YIP° OY'OLNG TESTING 8E0L6 EMEPD CONTRACTOR TO MONDE CER131CATE O 0011(ANCE (T1P.4 'CO I' I' ESTATE BE 4 ES 171 RE (WY NCN DOORS (COLOR E/ - W ▪ 4.04644.44160370144)1072716901 RESISTANT A0 COMPLY W 4L DADE COMP PPACT AD WIND LPG TE6TI8 BELLESEGEM6 CONTRACTOR TO MONDE CERI.0AIE O 00114.4.28400(1114.6620003304804.0, NOTES L DO NOT SCALE DRAWPG61 2. MELD VEEP' ALL 67843(046 3. CONTRACTOR TO VERIFY ALL EXIST, G COOI10N6. A0 NOWT AROFTECT F ANT' DEDOIPADI' W DRAWN... (EFE 47)03AL NOTES/ 4. ALL AREA 141 nn 4TIOT4 ARE APPROX. WALL LEGEND D' INTERIOR PARTITION 3y' 25 GA METAL 61106 W y' GYPS' WALL WARD ISOM 610E6 (LEVEL V PRA MR DRYWALL • BATHROOM AND KITCHEN SERPI' W D(FNW(.9-VARE9 TIEGE1'3481 4 ET 41 HOUSE) (ACT AI -LT DMENSON 4 %Li -40 LMIEVILMMIC 53.2-COA18'1101/4 811000 FINISH ON EXTERIOR W INTERIOR TO RECEIVE %' 1'TPE 7(' Glum W LEVEL V PANTED FM614 OVER RA' METAL ROSY• • 24' 04 W RE 8 -OIL MIL 6E1(44 RM. 4 WEB. 4 6' 0010. CLOCK AT EXT WL4LL6 PROVIDE 63' MR MLLE AT ALL S41NMS, KT13EN0 WALLS. NOM %'1548-&EILD' • ALL ELM WALLS). 14L MOISTURE RESISTANT GYPS1M BOARD 846IALLATION APO LMITATI.NS AS PER F64-3 2020. D. CONCRETE BLOCK WALL LW ST' 2 -COAT SMOOTH STUCCO FN PAINTED ON 5014 SIDES 11P. • t -1811 8164/01) 4' To D. INT. LOAD BEARPG PARETIC% WELL W (U LATER O 5. TYPE GLUE IW611401,LEVEL. V MEN . P4841800484,8(060' 4' (40061614-84)16 6A. MT_ DUDS • 4 (DEE OM. RR.RAND POPS ACTU AL WALL THIQTE65) (MAR: DRYWALL • 16.4114ROOMS. SAW DENS -80103 BE,ro TILE; (NOTE, CO0RACTOR TO PROVIDE ALTEFRATE, PL. O 4' METAL 611180, P.T.1461.16'014-NEED TO RED ADA IR DIMENSIONS FOR THICKNESS) 2 001 CRELE m004 LOW EEL W M5' -COAT SPOON 611000 FN PANTED 04 60114 NILES MP. VARIED N 4T PROM 4'-O' TO 6'-0' -MEE SERGE). • ❑O 61RD1URAL STEEL COLLML 0 NOTE, L ALL N1E6q¢ W416 W CABINETS OR STAIR RALL346 TO BE PROVIDED W 01' PLT¢000 OR WOOD BLCCKIM. H' x H' CONCRETE CCLI6TE W 2-y' COATS MOOT! STUCCO PANTED FINISH © MOM WEER SEE SHEET A900 FOR SITES CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL ODOOR RIMER 2. ALL BEDROOM. 6411000'. LALBDRY • KITCHEN WALLS TO RECEIVE BAR 6010 NSLA1QR (TPA 3. ALL TILED WALLS TO ...ENE 8/6'-'0110500' 040018 OR EQUAL 4, ALL NM -RIM DRYWALL TO HAVE LEVEL V. PW6H 5. ALL EXTERIOR WALL TO BE TILLED W/ 'COR@'ILL 500' OR EQUAL MOM TO BE PETALLED AMER 011ERIOR OP WILDING 16 WALED./ 6. VERIFY W/ OTTER ON INTERIOR WALLS TO RECEIVE (u ADDITIONAL LAYER O 440 8010 BARRIER 44OWO16' OR 1044. AREA CALCULATIONS GROTTO FLOOR A/C 2 -CAR GARAGE 00088 FRONT EMRT REAR COVERED POOH 024790 FLOOR AREA 11OER ROC! SECOND FLOOR AREA WIDER A,D V600 SF SECOND FLOOR AREA USER ROOF (600 6,1 TOTAL A/c FLOOR AREA TOTAL FLOOR AREA USER ROOF 2.'110 6/F 60664 1284 312 6,F 3163 664 43'0 0.F 8363 614 SECOND 5L.OLR OPEN AR 0011 BALCONY SECOND ROOK OPEN AIR TEAR BA, MINE 12 04 312 64 66❑ 61 B'-0' BIDE SETBACK 'VELOCITY IMPACT PRODUCTS', OR EQUAL AO1. 61DSG DORM LS/ LOW B' GL4TG - TO BE II -PACT RES3TAT AND COMPLY W ALL DADE COUNTY IIPACI AND WINO CYCLING 1E8TNG RE4UU9'OTS. CONTRACTOR TO PROVIDE CERTIFICATE OP 00144.IANOE GYP, - (CCLOR - EWE) - OR EQUAL (VERFY W WEER) 'CG' SINGLE H6i<FIXED 4 04104941 G'ff MEAN. O EGFES61 AL M. YIPDOI6 TO BE *PACT RESISTANT. LOU E GLASS (SEE 5650Y ON ME ALGN.)AND COMPLY WALL DADE COUNTY PP ACT AND WIND CYCLIC TERM 8644( 3'ENES CONTRACTOR TO PROVIDE GERIROAM O CO IPL1,0 E (TIM) - COLOR WARE NEWT W CN ER. 64HESS TYPE WIDOW SHALL DE OPERABLE 501 THE INSIDE URTOUT TIE USE O (COLS A0 PROVIDE A CLEAR OPELN3 OP NOT LESS 11494 20 W 24%1. AND 6166 P- AMA THE GOITOM O THE OPENI. SHALL BE NOT MORE RAN 44' Me21'1 TOE PRE14 FLOOR LEVEL NOR BALL ANY PART OP SE 07238TNG MECHANISM BE PLACED NIGHER THAN 84' MOM 11E FN FLOOR OVER HEAD GARAGE DOORS ARE TO PE'ET DADE CORM' 060 CYCLING AND 1PA01 RESISTANT 168188IEQ16-E2'ET64 CONTRACTOR TO PROVIDE CERT. W CO•/tUNOE ISLET DOORS FOR DEC.RATIVE *ORAL' APPLIED PANELS OR EL444. (TO 6E SELECTED BY OINER - SEE EXTERIOR ELEVATIONS). M. RAISED CONCRETE RAN WATER EDGE MOM PAVERS TO M PETALLED TO IRE BACKER. O TIE GARAGE D00 .4 AT1A014446446E DOOR 184045 EARL CCM. t x 6 P.T. WOOD BUCK MO FILLED (ELLS W 3/5' DRAM. ANC40R BOLTS 4D PER MANE. SPECIRC INSTRUCTIONS 4 SEE SIRICIURAL DRAWINGS (TTP). AUTOMATIC AAA/AP DOOR 0PEE3 W LIMES (SE ELECT. DRA4EG61 AT0MATO GARAGE DOOR 641109 81TERIOR GARAGE DOOR TO M 20 MN PRE RATED DOOR W CLEW. NNW. 36' REFRIGERATOR OR EQUAL MLLE AND FINISH TO M SELECTED BY OWER1 R 396 EL501RIC44. O)R518 AD SWATCH BOXES M ONE HOUR FOE RATED PARTITION SILL- M METALLIC LIMA &MACE NOT TO EXCEED Y SO 114 A0 TIE OUPPAIM AREA O TIE BOXES &ALL NOT EOEED 100 SO M PER EV COPT O WALL 610640E BOXES LOCATED C R RE OPPOSE SIDE O TIE • MK -.PLR M GARAGE - MRSB6H' OR EQUAL . PEE 121' "054- 0941,1886 FOR 6PEe16 PROVIDE 160. ELECTRIC CAR 01101/13 N GARAGE - VERFY W MINER CH GRAND 4 TYPE 36' NIGH PIPE RAIL 11 5' MN DIA) W PANTED WHITE PKMI - MTE. AT MEOOR NEL., STEPS. PROPOSED NOTED SECOND FLOOR PLAN SCALE ,3/16' - T-0' GARAGE FLOOR 10 BE CLEANED AND PEP FOR EPDXY FLOOR SYSTEM 6Y 'EPDXY -COAT- GRAY 34114 BLUE 131/20 OR EQUAL - NERVY YAM W.ER 6' x I' STAKED. STEEL INSULATED ROOD NEW OY 'SMART VEIN MODEL • 540-6M AT , ,.n„ Clue( WALL - ESP. POWDER GOAT FRUS14 (COLORF RE) METALL AS PER MANY. S£CN TO - P. 6ATGm AREAMOIE, A MN O 20PEP4K36 HAVH3 ATOTAL APRA NOT LENS 11444 ONE (U 701100 CNE (U 60146E FOOT ON DIFFERENT SDE6 OF EACJ4INCLOSED AEA ALL OMNI.. 614.1 BE ONE (U FOOT ABOVE ADJACENT GRADE 4 BELOW T4E BABE FLOOD EL84.41( 461 DP 5AFCO PROOUCI6. OR 60141 - PECYCIID PLASTIC - PROMWN DRAT WE L STOPS- 1P. • GARAGE ALL 63(708841' PAVER. TO DE ON I' L7E6T0E SCTEPl4646 u/.' 4.6EPLV70 MADE COMPACTED TO A MN EN 0840m' - SEE CARL 8644686 AND VERFY W/ TORN O GULF STREA(1. EVERY 541,6KAA I DOOR 4.00< NULL M 086046D TO PERMIT THE OPENING O 14. LLOED DOOR FROM THE OUTSIDE N AN EllERGEI.Y. FREE STANDING TIE' (TERRAO6. OR VICTORIA 4 44.73811. STYLE TO M SELECTED BY OWES /PIELD VERIFY CI F8044VP5 / *MICE.). %PEER 0461130414461818840350444.REPO R6 - W 64£6414 A FKS4 (COLOR - LIME) - V'ERPT SINE 4 COLOR W WEER LAV. 46T'E AND COLOR TOM SELECTED 1ST OI6Ew. WATER CLOSET V52RPY W (WEE P ELECTRIC REQUIRED - (6tYLE AND COLOR TOM SELECTED OY OWE,./. CONTRACTOR ROUSE 1 1' B6YEL EDGE YL4RR' taN1E31OP6 FOR ALL BATHROOMS AND LANDRY ROOM - SEE FMEH 60FDILE FOR SPECS. TEMPERED FRAMELESS GLASS SOWER ENCLOSURE 4 DOOR O' MN 1NKg'66 W BRUCE R 06871E GEE MOTE, TID TO NAVE 80YLE SLOW MASS DOOR OR 'R0RAL FRAMELESS 83101ER OOORS CR EQ14, AL 16E RED TO BE NON -61-112 ALL 6NO1ER FLR6 TO OE RECESSED 4' BELOW RM. FLOOR 4 SLOPE TO ORAN SET N SILVER PAN - 2' TOPP8G AT 86000 FLOOR TO M ELM4iTED AT Al 64040361140IE, LAMM 8.008 6T34TRAL 54,401 E 2'x2' NONSLIP MARBLE S4 W FR PLR TO SLOPE TO DRAIN SET N 644ER PAIL ALL MARBLE TO BE PLACED ON 5/6' '0(000' RIR/ 873.00808 • AREAS TO RECEIVE 71.50311004.2) E TOR 9 TILED 60044 W 5K' '0(80 OVER ER 3y' 20 G4 METAL 20MMD6 2 10 014 01-0 SULTAN 6FD/ER SEEP MN) - D' • Y x Q' (NERVY 2LL LOCATIONS APO SIMS 0 =PERM ❑CEILING MOWED OVERFEED RAN ISOMER W WALL MIOMED D9 41M04F1D SOLES 1004.8 GYP. N ALL BATHOOI6) - STYLE 4 RA NH TO M SELECTED SY 016ER RR ED OUT DRYWALL 6' TO 6' PM PLU'B8G STACK FALSE Mr1n4TIVE BEAT ABOVE - 6' TO I0 DEEP x 4' TO 5' ❑ WIDE 1 PANED W/ SLICK FNfdi (FRAMED W/ 3y' 2349. FETAL 8%86 •• . SEE RR F"IIV£ CEILING PLAN VALUED CEILING (BEE REFLECTED 0ELNG PLAN FOR M. A0 MATERIALS) D'-5' ARCHED OP'E4.G W/ 8.0' EMI* P1. (SEE 511L064 SECTIONS FOR ELEVATIONS/. ® ROO M OM P114169 O 169 6ED FOR ALL WALLA CE4 O 586 • FLOOR COVERINGS 4 CJILDPG SECTIONS. ❑SV.LL-CCNTR/LTOR TO PFONDE ADOTIW4. BLOCKNG M WOOD TREES FOR ALL ELECTRICAL FIXTURES - 1, Pa -AL AT ALL VAULTED CEILNG6 (VERIFY W OVER INTERIOR DESIGER OR ALL INTERIOR CEILING Pt(TIE8 AND *1X34411 ® 6'-.' FLAT MINING (SEE ELUDE. SECTIONS FOR ELEVATIONS). ® TS ACCESS LE 4 ELEVATORS - 36' x 46' x 36 MACHINE ROOM WCO RESIDENTIAL ELEVATOR W WEE GEARED DRIVE SYMMETRY' OR EQUAL- RH CAR W OPTI01A1. P(L7GF1 GATE (GATE STACK -RAIL 6IDE1 F'4u-r✓NY PRAMS W APPLIED 1101.03.06/ 4 91 -SAYS/ 614 HANDRAILS OR EQUAL - VERIFY W CRIER / DESIGNER ON AL FARCES 4 PROVDE SOP DOGE FOR APPROVAL MOTE. OFFSET DOOR / DOOR JAMB TC2.20. ELEVATOR FOR CAR 14637440.0 (3' MAXI MOLE. 40014141 1161 PAVE A MR71M 62 1n x 52 464 LAO X 6'16 I ArRAI 1 F ACOE36 HATCH (MONDED S- BAVARIA CONCODOR DE IN AREADW41104 EEL MWV107 ITE TOP CP TIE TO THE ELEVATOCATION OR DRV5 ASSEMBLY 51 TIE MANIA- L=PAN G NEEDLE. MANUAL 1018014' 114404.E WILL EWES LEOR TO 028840453 Im908 AND LOSER CAR W14011 GODLY ENTRY TO TIE 644µ104Y1 EELEVATOR PIT AS PER MANPAC1111ER 6PECRIGTION6 99 CONTRACTOR TO VERIFY W OVER FOR LOCATE., OF WALLS N EXERCISE R'VA. '1 TO RECEIVE MIRROR PANE.. (NOTE, TO IE E5' x 0', UER MC I TED STAR LE06 STEEL BAR 6.K.TO BE SELECTED BT O1NER El ®EXERCISE ROOM TO REEVE 10' RIBBER 61. TILES - (COLOR BLACK) 51 RBDER FLOORING RC' OR E0AL (VERIFY W OW6ER1 ®CUSTOM 8ULT-N SELVES • 4' O4 VERTICAL ABOVE BUILT -M 0466ET6 AT 36' APP. (MUTER 0A5NEM6 OR MALT W BEAD -BOARD BACK WALL PANEL A0 SHAKER 0 STARE DOORS OR E4AL-VERIFY W OILER ON STYLE. A0 A/C TNT TO 65 INSTALLED A6 VELL7GTOH ONE CELLARS 6Y MAW. SPEC OR EQUAL ❑TEAT 4 GO 60' PE= SERIES DIRECT VENT LP GAS FIREPLACE OT CI 18(73600' OR ELLE. - VERIFY W OIMER INSTALL 48 FER MANP. SPECIFIC 146TR/014NS - SEE ELEC. / P(46'3O MISS (LOCATED • GREAT ROOM) ®y' ETPE x' MLLE W LEVEL V PANEED 94184 OVER 11' PETAL CHANNELS •24'OC.WRTM-FOL NSL OE1144 PURR. 4 GE16.4 6' CONC. BLACK AT EXl WA.L6 PROVIDE 4' MR OIWE AT ALL BATHER, KTCIEE 4 GARAGE WALLS. NOB. %'-'DEN6-64EIL0' • ALL TILED WALLS./ (ALL MOISTURE RESISTANCE GYPDUi BOARD N 1414.4TILN AND LPMSTAT :N 41 PER P.64 -R 20)01 ®698 STRUCTURAL CONCRETE SLAB (69h • G-An4G0) OVER O NIL POLYETNTLOE VAPOR CARRIER CR YELL 00164 CTED FILL TERMITE TREATED. (SOL PREPARATION -'51!¢64(4-TC' E - D GAL PER C 6P. OP SLAB AREA. 5 GAL O O'-0 Ll049 FT OP FDor d. ALL F1146. SLABS 4 COVETED MRG44a6 TO HAVE 10 ML PGLYEl1YLBE VAPOR 64FUDEL - VERIFY W D1ROMAL DRN 6G6 ❑ ®341' 8 342' STEEL 0014611,62E 6TRDTUWY RYGS. FOR SPECS • PO1701142 CO41)0 -0011840103 TO PROVIDE RPM. DRA11786 FOR APPROVAL ®P03 ANN' 4 ALL FLOOR OUT218 ON EATER FLOUR O041840TOC TO VERIFY STYLE ER EXACT L004TONe W 01803 40 oR N *3303 PEPPER NTERLOR CLEARSTORY FD® GLASS 1110044 AND PRIMARY OEDRO11 u1 1 „41 BY COASTAL SUPPLIES OR EQUAL W STAINED GRADE WOW - (VERY W OWES / METROS DE3I4ER ON STAN OR PAM). 24' REFRIGERATED DRA/LEP6 IV CUSTOM PANEL.. - NUBER - SD24R OR ELW_ (VERFY W =SER) OUTDOOR KITCHEN BY '.MK' OR EQUAL - STEMLESS KT08I W MET SEEKER BARE DOORS / CHARCOAL GRAY/GRANITE GQNTERTOP6 (FOR MCP. FURMMES ONLY - VERIFY W OWER / MIETE.814140164 - CONTRACTOR TO PROVIDE DI -10P MEE FOR APPROVAL 36' ALPIREBCDA LUXURY 10I(42 GRILL - 511LT-N 041DOOR 5AMBE0E GRILL - LR 60441. -NERVY W OVER SEE MECHANICAL DRAWRG5 FOR 000003 KR0131 E IALST VENT STACK 041000 R COVERED PATIO TO HAVE '944NTO1 EEOTIVEE SCREEN 101OR2ED SYSTEM 4 HFRCNE SCREEN. OY 'AMERICAN 8504 60.1)110 O' OR EALY. - PETALLED AS PER MANE. 6PECFC*TI04 - OR N0IAL 10041RA0IOR TO PRONDE SLOP DRA1885 FOR APP37VAL4 OUTDOOR 8HO)ER W DECORATIVE WALL 4V 4' x 4' D011NICAN COCINA ACCENT BAND, I' x I' AND 6' x 6' DECORATIVE CERAMIC TILE SH01ER WALL W 6H=ER HEAD, FIST LAME A40 W•R'r,61F8 - ALL MATERIALS TO M APPROVED AND INSTALLED AS PER MANFA 1INEO SPED. - FOR MCP. ONLY - SERFY W OILER / INTERIOR DE610E.R Al PORGIES TO RECEIVE STOW PAVERS' MI0SET BY 'WELK PAVERS OR EQUAL NO4-7LIP W SLO E SCE AT TE O/TER EDGE DECK TO BE (80SET OVER ID' LIMED uA1E3^3 0318 CN =NC DEOC YA0ALA111110/16. OR MIRED 84744.E FOR OWES / 14TEROR D604ER APPROVAL) CONTRACTOR TO USE A POLYMER MODF6D, NON B9RORFSCIDEE P60501031446188150,21. M' x H• CONCRETE 004686 WEE' 2 -COATS MOO' STUCCO PANTED *64544 4 RAISED STUCCO 621038 AT TOP A0 60RO1 OR FOAL - BEE STRUCTURAL DRAWN.. SM OMAR TRELLIS .O5T W COPED DECORATIVE TAIL (PANTED/ - SEE STRICT. DIGS FOR ALL HIDDEN 007006046 !MP. W CONT. COFFER FLASHING • TOP O ALL WELL. PE-BER.) CONTRACTOR TO PROVIDE ALT. PRICE KM 4LMNM 112.116 - COLOR W-1.1 2 x 2 DAB CLEAR CEDAR BEEPERS • O' 00 - PANTED (TYP. AT ALL TFE2L16 LOCATION 10 W m 1 0_ d N U z Architect, Planner and ce Designer 6 AA -26002044 1 -,IL 1045 East Atlantic Ave. Suite 303 a Delray Beach, Florida 33483 U TEL 561-276-6011 51 FAX: 561-276-6129 tba ISSUED FOR BIDS 0 PERMS N iii CONSTRUCTION LL w 3 w S O Z w 0 0 L f 0 'RIL E E W SINGLE • FAMILY / RESIDENCE O O 0_ 0 0_ o • 3420 GULFSTREAM RD. 0 GULF STREAM, FL W CUE' APPROVAL 0 yl REVISIONS OC IS z NaRECE 'FD 19 2021 ❑� *7864(004.OR 4.54.ACK)-W WOLW WY.I. PFS0p l40- To4n of Gulf Stream, FL 00411686 / 84164.E BY')0 IICN ORAMETT4 W004.' OR 50 18L QI ALU1PK1 DECORA118 R418YlW ESP. POWDER COAT 316644 4 (COLOR 6LA00 - TOP OP RAIL MN. 36' WITH MOM. SPACED TO BLOCK PASSAGE O 4' SPHERE (BOTTOM RAIL MAX T' APP. - L5 TYP1 PROVIDE SOP 0142245 (STYLE, 61*6 AND DESIGN SAFETY / EMPLE4 CY'J0 ORLNETAL IRON 4580 #08' OR EQUAL PEA LiNY RAILOE AT 00416Wu11 TO 6E 36' HION MAX TO PET TIE TOWN O GLF 6TEAY LEGIT RE06EMEM3. MOTE. ALL EXTE64OR RALI86 64.44.1 COMO- IW PBC 9910 MIME DECORATIVE AL M. GATE 6Y 'O ORNAMENTAL IRON 4030 INC.' OR El (COLOR BLA00 - HOME. GATFA TO 6E PELF- OLC6PYa• SELF LAICHK3 LDOCPG GATE (MN 46' 4T) W LATCH LOCATED A MN ODE' M. MOVE SOTTO GAZE) OPEN IN THE OUTWARD DIRECTION CRP.OP 2/ - PROVIDE SHOP DEALINGS FOR APPROVAL HIGH 8' 0ONCRETE BLOCK COFRYARD ENMRNOE WALL r2 -j, UV PAIR O 11FC.s4TIVE 3'-O' x 3'-01' GATED W 6LA09 ESP. POWDER COAT FINISH W 8)1001(4 STUCCO FINISH A O STUCCO CAP ON WALL - PAWNED - SEE STRUCTURAL D3V-d ,7 SEE ELECTRICAL DRAW68. FOR ALL EXTERIOR LIGHTING FIXNRE1 4 SPECS NOME, ALL FIXTURES TO M APPROVED BY OMER / NTEROR DESIGMR PRIOR To PUIRCHASEL CONTRACTOR TO PROVIDE PRICE NM ENTIRE LOUIE TO RECEIVE 6' HALF ROT. COPPER GUTTERS UM DECORATIVE LEADER "'' OL 4'TOR HEADS -MIEN DECORATIVE OTTER H4NCE33 / BRAOCE164-4' ROUE DOW40PWM-RANMVER OTTER 6161011 #00056024) P ROVIDE 4004 OUT 8_481418 TO DNVEPR MOO HATER PLOW AWAY FROM WALL ❑116 i FILE NUMBER S. DRAWING 1111.E • PROPOSED • SECOND FLOOR PLAN NOTED L 510A201N 0 DATE DRAWN BY 7.09.21 I GE/ FW Ql 68 Floc,. MAN FOR BWL1-LP MCC. FOR POSITIVE 03814. E - ~ 406 NUMBER MORE ALL CRICKETS TO NAVE MN 2 LAYERS SMOOTH MOPED PLUS 4, 20210510 A CLASS 'A' MODP® CAP SET - LIMA 'BLOCK WALLS ALONG LO FLOOR 4 PO CRICKETS TO BE PROTECTED ▪ W YKA IOITPRD' BY BIKA OR EYAAL - WALLED AS PER MAN. SPEGY ❑ MAT PROFILE MTELOOK0 CONC. ROOF TILE GER 18JA 6' FLAT ET EAGLE ROOF TILE. NO! (COLOR 4HITE SMOOTH) OVER MP FELT HOT COp MOPPED 04 30• FELT TM -TAPED TO 19(32' APA RATED ENT. GRADE PLT4D. SEAT45 MULL M PER POOR. OPEC'. (M) MOTE ALL MPS TO HOVE MITERED CAP. DRAWING NUMBER A2.01 N PROPOSED ROOF PLAN SCALE : 3/16"=1'-0" EBIN ARCHITECTURE INC. IS PROHIBITED W'J ISSUED FOR BIOS Z O PERMIT J N CONSTRUCTION Architect, Planner and Designer AA -26002044 1045 East Atlantic Ave. Suite 303 Delray Beach, Florida 33483 TEL 581-278-6011 FAX: 561-276-6129 (OlU 3 01 PROJECT TILE W SINGLE 1,1 FAMILY o RESIDENCE u 0 0 W a 6 0) N w IL • 3420 GULFSTREAM RD. GULF STREAM, FL a 10 CUENT APPROVAL w 61 TI4C N 3 3 J 01 Q RU T ^�. E I V F J All 19 2C21 Town oGuif Stream. FL NOTES: L DO NOT SCALE CRAWPGSI 1 FIELD VERIFY All DPPN6IGM1 3. CCNIRACTOR ro VERIFY ALL 0(161N0 000110466,410 NOTFY ARQuRECT (SF ANY DESCRIPANCYN01E6) U6 DRALAYA EE GENERAL 4. ALL AREA CALCULATIONS ARE APPROX. LEGEND: SIDICATE6 2'-6' RD". O 4ANS NW56 TO NAVE 8.0 ROM 6LOPE N016. 000114CT05 TO PROVIDE YR0 ANICAL AND TRUSS FABRICATOR 2616 ALL 1NE APPROPNIATE DR.4LVYA FOR COORDSATICN OF DUCT UC.RK PFlE1RAT1(PIS. ti.RY]YIYTIT TIE 61RICIL E (TPICALA NOTE. ROOF ATTIC SMALL CORY Uy PGC - 2020 ED - ATTIC SPACE NOTE. R -VF TO BE 'CLOSED SYSTEM' MIND ELOUN CN 6-30 'IGYIENE' INSULATION 5Y 'DALE 6YULA1104' OR EQAAL r0 THE O DERe16 Cr THE RO(P SIE4INNO (TYPI FlLE NUMBER a DRAWING TILE PROPOSED ROOF PLAN Z 0 0 0 510A202 O DATE DRAWN BY £ ‘4) 06.21.21 I FW JOB NUMBER m 20210510 ORAWING NUMBER A2.02 Ob1E, ALL 'IGYFET5 FONT TO ON PROTECTED WITH DC -35 COATING 48 PER MANIPACT1 ER'6 SPECIFICATIONS (DE FLORIDA MILDNO CODE 2030 - GlLY P IECAANC41 EQLP. 16 NI6TALLEO N ROCP ATTICA XI 11 M T 4111 ig)101111 ilfi 4Fi 101 11111!ig 1111 111 141014 ill !Ng ` i1 1111 h!Iglj o:i if 1:111 101$ 114" .qg 1114 11151 PP lig 314 MO ;- 411 11 I lig 1111 iti 11111 111 a ?F f El CIE Ii1E1 El El 111111: it 0 ! P i ii/IP! 11 4�I ;ill 411 40 Rill N ,4311111;11 0407004 pliqi it ®E N ®® ❑�® S31ON SNOIlVA313 Pr /Mgt 4 1! 11 11 v$ g$ 11 111 11 ill11 g gg Lig ri pifiti I_11111 iI , 11 is H 4 NOI1VA313 NINON 43SOdO 2Id Q PLO TTED 09.0 921 lea b AM THIS DOCUMEN T 15 THE PROPER TY OF GE AR CHITECTURE INC M 71 r g M < -p �0 zv 24 Vr' r -2. tA K 1VIO4R ar r I re !ig p Y i i i ti 11 1 11 z S 11 li 14 eecaa f tg1ttI V -a it ill MIT 0O • I€ ®C >R lirir5,11lili 114il 1194111 4 I I 1 Oil 00 li iii iii iii b • -Y 1 4 NOI1VA313 1SV3 43SOdO2ld 1. A LL R IG HTS AR E R ESER VED AND ANY P OSSESSION, R EPRODUCTION OR OTHER USE OF THIS DOC UMENT WITHOUT THE W RITTEN PER MISSION OF GE ARCHITECTURE INC 2 c m z C) m N ^z^ Y/ r m g IS P ROH IBITED. NOTES I. DO NOT 60.4E DRNImG61 1 RED NM, ALL OPplNO6I 3 cANTRAGT. TO VOTFY ALL pain. rADrtma, AND Non, AR'NTROT (EANY Dl60RIPGDY OV DRAeerw ee BEFA.L NGR6) A ALL AREA GLOLATIONe ARE APPp X LIGHT FIXTURES On• TROY WHIM OR EGOAL) O LIGHTROY LIGHTEN 'LARROLL PA ' TEN RKOUTDOOR EAU. 60006% GARAGED. MM. x It 1( LIP. '02000L PARC' (22 Y 01100047 WALL 60GYIDE% COURTYARD IGLU 19313 x 4.16E ®1001' ' LONE44 410 C' .1. PAR MD00R WALL •COHSE% TYP. NO -GE FIXTURE, rIOhl • 6'u ALL Lour 114040 TO 44 GINNED IF 4NFR/A RITIOT/ NIEWR 000163 PAM LEGEND • ALL 61011 TO E ONMD2 pRPED A6 FLIT MUNN410 P-i GAMER 654E COI 6141 COOT CP IGEEPA6cIG11036ORT P_] BAWD (GARAGE DcoM AO RENT DOOR) ®-3 WIRE FLAT TILE ROOF 4 6'A (DEC0R416E 32UO3 44MN627 6001100 AND WIEN 6 110E MCC. 101100$) NM ALL COORS AE 6LR 111016 HAMM Ol1Y,006IRA.TOR TO matt 06110 6 FOR 011BR A11• 044. ,1 TOP O RIFE Y ELEV. • IN -6' APP. UPPER ROOF BEARIG 100347 ELEV.. 21'-6APP. TOP O 2ND FLOOR moms Y. ELEV.. PO O' APP. TOP O END FLOOR 6TRIGTU E ELEV.. 6'-0' ARP. LOJ$R MCF HEARING MIGHT ELEN. • b' -O' AFF. TOP O wow/ FLOOR T ELEV • 5'-C ARP. TOP O GR7U0 FLOOR 4.001013 6120 Y ELEV. - WM. APP. ELEv. • (.600' NAVDJ SEE CIVIL DRIES FTG MN ELEv. ELEV.. -I'-d OFF. ELEV. • 1C NAVD AVERA1E 0470164 A GP ROAD T ELEV.. -6'-0' REP. ELEV. . (.2164' KAYO) WIND PRESSURES ( PSF ) EXTERIOR DOORS, COMPONENTS A CIAO WALLS, 1R9RARr AEA (ft )2 ZONE (4) ZONE (5) ()IONISE (-)4331111 (.1 r(k016E (-BEGAT. Imm 66 -NIG NE -AN M TOII 4v -6), 463 .446 4/055 462 .304 462 -0G3 0 TOW 433 -543 434• -691 PTO. su -410 EA MO IEBEE 100 3 6 DERW) G AYTE3'R W POW MN T-2 PRIM NT Amp O TAE 6GD10 ALL 01HR =ARM ARE WSW A6 PE EXTERIOR STUCCO: PETAL LATH APPLIC4TICR L APPLY SCRATCH COAT WITH 62IGENT MENU. TO KEY WELL INTO LAM 103101. AFTER TRIAL CET A0 SCRATCH TO RMGAp4 SI6EACE 2APPLY maw COAT AFTER 5CRATO4 COAT 4446 CET FIRM AD 4440 AND 4448 MEP NRAIG-11162,1153 TO A THE 60140E 46111041 1)0 TOE OF ADDITIONAL WATER LEAVE 47316E TO R50EN£ FNN4 COAT. 3. 047104600444 COAT E1BLY PRIOR TO APR4G1104 0P FW614 COAT. Am, PNId4 COAT AND ORN'a FNI6H COAT TO A 1RE, EVEN 54!1'42, 11546NED AS APFRDN•ID 5Y CANER. 4. TOO (21 COAT WORK (04 MA6LNRYl APPLY 130 (2) COAT 611000 TO CO 101(0 AND MA6LFRY AREA. TOTAL T14WOE66. RK{SETH• (ND) NCH MNHFL 6. T1FEE (31 COAT WIOSC (W LANG APPLY TWEE (9) COAT STUCCO TO METAL LAT.A TOTAL (U NO1 1(41. AFEA6. TOTAL 1)4100066, RUE-EGH1116 (3/G) 5014 MNPV1 6. RN DRIP OROOVE6 N 6111000. 11001043.8405010000/00 N DOEROR DOOf6MY MA. 400 0X03303 40004WADE 1. ALL 61(000 HEADER. SALE AND /EMDEN 10 BE PROVIDED Ulf. A MA M. 6LOPE PAR PROPER PG/DOE0 O RAN WATER & ALL :RAPE WARD SHALL. E CELL0F0AM 61120E FORM WT14 ELLOOAM EP6 PER PO1500T0N6 AND ADHERED PER 6PECF ICATO45 FOR R)O6. EXTERIOR!, (4114 14 4 R-vALIE0 CELLLFOAM EM NWLATIO4 ASTM-A5113. 3, APPLY 41004004471 PROE50IGN44, FOAM 6EALANT, TO FORT A McOC F AIRTGA41 WATER 1E010TANT. SAM SEALANT AST'IC]03. BOND EFFICIENTLY- TO ALL MATERIALS PER 6PECFIC TIONS MP MLR 10. APPLY 6ARAYAELE URETHANE ELMTOF.R COATN3 )10' 1- FORAM). METELM•0 I6 REPINED. APPLY FOR MOLD xFAY50, MOLD FAERCA FIPACT F001110TIO4 FOR MS AD 21( SHAPE& OR 46REv6R A HG4LY NG... • IMPACT MD6116E AND 00160604 RE616T4NT FINISH 16 REQUIRED. ELEVATIONS NOTES WEST FACADE CALCULATIONS TOTAL AREA O FAN .2. tl&3 .F TOTAL AREA of 0PENPN/) 446 6.E 64 C TOP OF RIDGE ELEv. •P.M APP. LAMER ROOF MARK. wan.- ELEv. • 01'-6. APP. TOP 0P TO FLOOR MOM. ELEV.. 20'-0' APP. TOP O 00 RADAR A STRUCTURE Y ELEv. • 6'-0' APP. 301047 ROOF OEARNG MGM ELEV. • 10'-0' APP. 101 OP GROPED FLOOR WINDOUO ELEv. • 6'-0' APP. TOP OF ...ND FLooR 1ccslowrE420 4 E1EV.•O'-O'AFF. ELEV. - (000' NAV➢J SEE 0141E DTI. FOE. MN ELEV. ELEV. • -I'-O' D IELEv. • 10' NAVD FEMA ELEVATION A (AE ZQ0) (016 NAVDJ AVERAGE oleo.N ? 150AD ELEV.. i'.0 OPP. ELEV.. (4164' MAVD) TOTAL 0244543 COVERAGE 466 / 063 . 3625 6F C !1O r hi GD 66 ]0 ❑¢e 164 II 0 Cl W 16 PROPOSED WEST ELEVATION SCALE : 3/16' - 1'-0' SOUTH FACADE CALCULATIONS TOTAL A RA CF FACADE 196 .F OTAL AREA O OPp4PN6 M SF TOTAL OPE4NG COVERAGE 56 / be . 10.33 Mei PROPOSED SOUTH ELEVATION SCALE : 3/16' -1-0' TOP OP PROWL ELEV. • 26'-6' APP. ZIPPER ROOF ISEARSG 10041 ELENA • 21'0' APP. TOP O ND FLOOR WPDO6 E_EV. • ]C -C APP. TOP O TO FLOOR 611610111E ELEV . 6'-0' APP. LOSER ROOF BEARING 101440 ELEV.. 0-C APP. TOP c• GRIP. FLOOR WEEK. ELEV. • 6'-C APP. TOP OF GROPED FLOOR 0R -I TETE 0.45 ELEV. - W -O' AFE. ELEv.. (.600' NAVDJ WE CML DREW FLA.. MN ELEv. ELEv. • -I'-C OFF. ELEV. • 116 NAIAD PBTA ELEVATKN (AE ZONE) ELEV. • -2'-0' BPI. (Kd NAVDJ AVERAGE CAR TIN O ROAD *A ELEv. • -6'-O' BPI. ELEv.• (.204' NAVD) 4 Y TOP SF RODE ELM/.. 26'-6' APP. UPPER ...ARM OEAFRY. MGM A ELEv. • I1b' APP. TOP O 240 ROOK 12000136 ELEV. • 20-0• APP. TOP AF ND FLOOR 6TR10TU M n i ELEV. • O'-0• APP. LOIER 10404 BEAR.. M0NT ELEv.. 10-0' APP. TOP co. GROI00 FLOOR WINDOW MET.. 6'-0' APP. TOP O GROUND FLOOR coNcRETE 5 AO ELEV. • 0-0' APP. ELEv.. • (.600' HARD) SEE 0101. 034045 1154 MN ELI,. ELEV. • ELEV. • 1d NAVD FB'IA ELEVATION G. ZONE) EP'.. -2 -O' OPP. (KAN NAVDJ AVEn48 10.1te CP ROAD EIEV.. -6'-C CRP. Y 6LEV. • (.2164' NAVDJ 01, ❑ FLAT PROFILE INTERL0.5. CON. ROOF TL D E OER'1 A Y PLAT DY 'EAGLE 10145 TILE. 510.' (COLOR WDE x100144) OVER S6• FELT HOT MOPED 04 30 FELT TN -TAPED TO IY32' APA RATED DO. GRADE PLIED. 6.4.2145. WAD_ _ A6 PER ROTE. SF503. (TYPO MOTE ALL NIPO TO HAVE MITERED GAPS) �. ❑6'K' NW coup.). •413412 WALL u1/ MI R O OECORATIVE 3'-m' x 3'-C DAMS UM 5LACK EDP. POOD6R COAT FP1N! WU :GOTH STUCCO MOH AO 610000 CAP ON WALL - PANTED - 6EE 61301(16441, 050111% 03. ❑2'-2' NON DECORATIVE ALUMNI, RALSG WI/ POLDER COAT 0641644 (COLOR- SLAOG - ON TOP O LOII WALL • PROVDE W. 050405016 / 640160. BY 11C 7041 ONAEO014 . WORC' OR 0044L 4L61Nfi (141014104 47)3106 '1V ESP. POLDER COAT FRIIEH (00.OR Ml .10 - TOP O RAIL MN. P. WMH PICKETS SPACED TO 54.70 PAS6AGE O 4. ENAMEL MOTTO. ROIL MAX 2' APP. - TTP)- PROVIDE SHOP DRAW10a6 (OTT., SIZES A0 DE6004 6AFE'TY / CATTLE). BY 'JC OR4A0(IAL ?RCN WOW INC.' OR 50124.641.0011144)1.40410041644,00(1100450' WW1 MAX To MEET TM TOIN oP GULF DTREAI MIGHT RE141R HEM% MOTE, ALL EXTERIOR RAILING* WALL OOM LY UV FOC. 2020 EDITION) 'CW CASEMENT 4 FS® (0EE IEA1 O EGdE66) ALUM E NDGUB 05. WV LOW E0LA66(ALAI. FRAMECOLOR- WIRE) TO BE PTAT 3666TA11 A0 COMPLY WALL DADE CONTY IMPACT A0 WP0 COMM 1ESTNG M02R MINI5 00)13)CTOR TO PROVIDE 03150.413 0= 00/231412 (TYPA ®2' N. x 6' PROJECTICH 4100. Wilco. IP•PE R OA 0NG ovER LOSER 640144 R' EL x I• PR0EO1104 • 0111000) TYP. AT 6E000 FLOOR - IEDER0IDE 0 400046 /TYRA 0) LATER STEP SILL DANCING 2' M. UV 1 N' PROJECTION 5)100114 STUN 50DP0- (LOVER 5200 4' Hr. UV 314 PDJEOTIG 4 • STUCCO) - PANTED (TYPO • WINDOW) SLOPED FOR PO6ITNE DRANAOE 0011RKTCR TO PROVIDE SAMPLE FOR APPROVAL MO NO A1TAAILLDDOORS AS O5 W,O SLOPED FOR 110700 DRAINAGE - CONTRACTOR TO FRONDE SAMPLE FOR APPROVA- 70116141E 06623 A.141) FREN01 DOORS (COLORYIIIFJ - WV LOS E GLA66 OR WEAL TO ENACT RE661ANT AND CCMPLY W/ AL- DADE CONTY FrACT AND WIND CYCLING 16100 36045E ecrs. OWTRACTOR TO PROVIDE CC13RCAIE OF 0O6LWNCE (TYP1 - SEE DOOR 4+^'451x47 P CONTRACTOR TO P00.180 PRICE FOR EN16E NOISE TO RECEIVE 6' HALF RA40 COPPER 61111RS, 4611406CORA1101 LEADER 00SJWTOR HEADS -HORN 1+FF4'RATIVE GUTTER RANGERS / 4541016) - 4' RAND DOEMP0M5 - RASYAVER 641145 6161P1 614 OR1l01AL EPROVDE KICK OUT AN4NG TO DP/12151100.WAT 3O ER 5.01115.0111AWAY t1. FLFRCP WALL 12/1 111/ l.OJ E. GLAZE - T MALT 106161404144000MFLT ALL DADE CONEY NPA T .40 WIND OT0.Ni TESTING REG61F4.6MM0 04414740/047 TO PROVIDE CERRF0ATE cc4 (440 0e (1176.1 - (COLOR -'124940 - OR 1101A- NEM, YV 0MER1 ALL OVEI6EAD 44eer4• DOORS ARE TO MEET DADE c000 ' WIND CYc1PG AND NPAGT TE6TMG 1001 PENN144 PROVIDE CERTIFICATE OF CCM^LIAN E Err 'EOL' OR Ed1AL. (TYPICALI - CONTRACTOR TO VEREI" 40 GARA.E DOOR MARE. PROPER ('111404101 RE411RED MR APPLIED STRIP DOH 6A6MNK TOTAL' CO'RGNTE TRIM (CR 404)L) FOR DECOR4TM.E VERTICAL PA0EL8 ON EM. VIDE. (NOTE., ALL I40RZLNTAL CUTS TO BE MADE • 46 DEGREE DOINILARD ANGLE) 3 -LAYER DECORATIVE RAISED 6100134 6TIYLO eW0544 µ OVER GAPAO DOORS At0 ALL PO 14 044106, TOP LAYER 2' M. UV 2' PROEGTO 4, MIDDLE LAYER I' W.lV PROJECTION AND 0011. LATER 2' M. UV I' pROECTION - PANTED - EEY DETAIL ElCORT 1 IA' M. x 4' COPPER DIEM EDGE • ALL TERR428 / BALCOIES. �. ALL ALJM. EXT. DOOR T4^ 'OLDS 4 WINDOW SILLS TO EE SET N '6K/AEX PRO. OR MLR/ 4 0.00TL4ENNx D/ C00. SILL ElALL O*DO5 TO HAVE I x P.T. WD OICK6 .4 0DRED TO CCNC AS PER PRODUCT APPROVAL. EiALL POR900 TO MOE. ETCH! PAVERS• NOWT 15Y '4CR6TIC PAVERS' OR WEAL NON -SLIP W/ 64IAJE EDGE AT TE WTER EDGE DEOC To ce HDET Ov2R LID• LEND WATER. JORG O4 COO DEOC '61/4..81(0 Tana' OR E4 MEG: eAPLE FOR OBER / INTERIOR DEEMER APPROVAL1 CONTRACTOR To GE A POLYMER HDAMED, NON BFLORE60FNCE NOWT CR .N5ET GRT47. I N I SEE MECN44ICAL DRAWINGS FOR 0RDOO4 KIT0EN E IABET VENT STACK 70. ALL EXTERIOR DOA. • UPDOW TO NAVE ENGLE, OR 531AL. CALK.G • OUOCKI'TYALUK FRAME •00. COORIOID MP./ 71. SEE ROOF PLAN FOR BUILT-UP C60CET FAR 1.1.6111.1I MANAGEMOTE ALL CROWT6 To HAVE MN 2 LATE. •'011TH HOOPED M. A CLAW 'A• MODIFIED CAP 5HEET - TYPE - NOTE, SECOND FLOOR OL0V01 WALLS TO 470217E MN 2'-C MIGHT OF EV. ROLFFR ' 1ATET8RX)FNG OY EKA' OR EPA- - TYr. ALOO CRICKET& EXTERIOR ST)cco TO Ewe. A MN r-0' GPLOW (ARADE (rm. • 10 FERM TEW. EB.R826 TYPE 40004 GRAIL 5E 116DM1 TIE NSIOE U1TIOVT TM USE O TOOLS AND MONDE A CLEAR OPEWMG O NOT LESS THAI 20' W/ ]420. AND 6.1 SO. Ft AREA TM 501141 O TE OF5)00164311 BE NOT MOW TON 44' FRAM 1(40 PIMP FLOOR LEVEL NOR SHALL ANY PART OF TE OPERATED, MEDIAN. OE PLACED HIGHER TR N 60 FRT1 TM RR FLOOR DECORATIVE ALIFL GATE 6Y 'JC ORNAMENTAL IRON 0030 74. NC'ORe4(F1('RB 4r,CI-NOTE,GATESTo50SELF- 0.001Y, SEEP LATCH. LOOCP01 GATE 654 46' M) WV LATOI LOCATED A MN OF 64' M. ABOVE GOTT. O GATE) OPEN N TIM TOWARD DIRECTION Arm. cF 2) • PROVIDE SHOP DRAVWN16 FOR APPbV4L 75. FRONT DOOR TO ISE Do. NG.- BANE° MAHOGANY (VEREYO/ MUEW4 METALLED BY 'COASTAL REPLY' OR 52.1.0.. CERTIFICATE O 009,144 E 37. 48 MAD 4 FTAG= RE0MN10. - PROT D6 600 DRAW.,FOR 0605 4112000 79. 31. WE ELECTRICAL 0RMURNa3 FOR ALL 602 4047 LIGRP6 0X33206 4 SPEC. 1010, ALL 00(I16E6 TO 661 APPROVED 5Y OUER / MERIOR 0500005 POOR TO . 041D00R 6M1NER W/ 041Ov4110 WALL WV 4' x 4' DOINCA4 ccoIN4 Pc541 OMD.1' x 1' AD 6' x 6• FPIV0ATIVE CERV1I0 TILE 6HOLER WALL WV 6HW6R HEAD, FOOT WANT AND ADGE660RES - ALL MATERIALS TO DE APPROVED AD 5461ALED M PER MAAFA01100 61505. - FOR PRDEG OILY - VERFY WV 06547 / 134704047 DESIGNER 0 x 6 DECORATIVE ALW. TRELLIS (JOIST) WV WNRE ESP. POWER COATED FINISH - M PER 'X ORW'4NTAL RCN 104710 NC' OR E014L. ALL DOOR 4 1116001.1 COREF6, 40146.4 JAMBS TO OE MAPPED O)/ '66(4 TOP 6541. O1.OR ED.1AM4 - APPLY '5603 FT( 10] 6VERFLA044 20@014 0' CR EO O,ER AL WOOD 151./.6 PAMN 6' AT TMNIERO64600 O AL 0211450$ AND 6' ON THE FACE O ALL THE OPENINGS - NOTALEO AS PER MMAP. 611206 OT 'NKA' OR E0. - NOTE CONTRACTOR TO .006r 'ADMSI04 r4T' SY SRCA AND OR ADDFEd0 RI EERD 4 LOCATION TO 56 50.001a, BY 00E0. MOTE, NISID S MI6) BE MN 4' N MGM AID ON A CCNTRAETN3 OACKGR.6D) NOTE, ALL WP000 10A0ER6 TO WAVE A MN O 6' n FAPAA1-P FROM 2ILPG6 PAD OR Roof 6RF.TS (0VER4Mrd1 OUTDOOR COVERED PATIO TO K495 M4204101 066(1704 610410TORIZED 0T51E1' (AMERICAN saw. eoLURO0 OR WEAL) SSTALLED M PER MARE. 6PEGPIG4T1G1H - OR E41AL (CONTRACTOR TO PROVOS 600 DRAWN 6 FOR APPROVAL 33. OUTDOOR NR0EN4 WC Neeerr 814005 61( LE 00036 /64RA /COAL GRAY 4 GRANITE 00141351026 (FOR p3Ir4- MAPOE6 OLY - VERIFY WV VIPER / P1IEROR DESIGNER - 004TRAG10R TO PRNDE 61DP DICd. FOR APPR>,AL PROVOS HOEE 515 SEE DETAIL 04 PLI1ENi 641. - 400141 AND Loc... TO 55 000®NATED W/ WOOER (NOR, ALL SECOND FLOOR P040103 / TERRACES TO RECEIVE NOSE Bme) ALI ESGOA LIDAIM' FOI (401 GRILL - MILT IX ORIGOOR ISARSEOIE GRILL - OR 06441.-7ERIF1 O 0464864 8' x 6' 6746&ES6 6101 INSULATED FL00D v6(T 01'311051 36. MM. MODEL. • 540 -St AT PE6PEIE14 WALL - ESP. P01DER COAT FNI6/4 (COLOR UNITE) (NETALL M PER BANE. SPECS) - TY. GE AT GARAGE AREA (NC:RE,AMNO 36 ] OPENN MG A TOTAL AREA NOT LE66 TH404 OE (U NCH PER OE N 641ARE FOOT GN DIFFERENT 61DE6 O EACH 510 ORcv AREA ALL 044646 WALL EE ONE (U FOOT ABC.E ADJACENT GRADE 4 5ELOW TM SASS ROOD ELEVATIONS). 31. 2-0OA1 6/5' SPOON WILCO MIEN, PANTED TM. i,Fros ADMN61 Moon NAIITEE (W/ ESP. POLDER COAT 33. PM N E - COLOR NAM) WV ALL 0(411821 Fn coMecT 04 (W AD ] 6PACEf6 • FEAR FOR P10IE0T404 FRa1 WILDING OR EQWL 0011RACTOR TO 116 0430 SHOP DRAUPG6 FOR 0INER APPROVAL ❑N. RAPED 610014 6111 00 OBE, TIT0AL AROUND ENTSE 6TRUO11NE ElDECORATVE 2' RUED 66100614 6110:00 64)D AT TOPOF 6DE YARD PRIVACY 6LOOC WALL& 41. 43. SEE ROOF PLAN FOR WILT -UP GROI(ET POR P06RIVE OPANAGE - MOTE ALL =RCMP TO HAVE MN ] LAYERS xp01)4 MOONED 113116 A MA86 'A' Hoc/FM CAP PEET • T1PL CLOX WALLS AL0N3 TD FLOOR 4 (ROOF 04704816 TO OE PIOETED WV'5SCA R IGRI' 6Y EWA OR 601.21 - INSTALLED M PER PIMP SPECS. k' x M' 004403E 004.11+46 WI Il' 3-COA15 SMOOTH 61UC0O PANTED 1104044 4 RAISED 611000 540043 AT TOP AND BOTTOM OR E41AL - SEE 61A)G111RAL DRAAEG& 6 x 6 64S CEDAR TRELLIS JO(T uV N1r'PD DECORATIVE TAIL TAMED) - WE 0TRDT. 0/1 5. FOR ALL HIDDEN 0020CTION6 (TYP. UV CANT. COPPER FLA3HNG • POP CF ALL TRELLIS PQ'E0R6) - COMMACTOR TO PROVIDE ALT. PRKE FOR ALMIPUI TRELLIS - 003047 UNITE) E2 • 2 206 CLEAR CEDAR NEEPEERE • er O0. - PANTED (1YP. AT ALL 1RELLI6 LOCATIONS) P.T. DAS 4' x 6` DECORATIVE orRIGGER -PANTED- • 24 or, 61RD1WALLY ATTAC0). TO PRE PIED PIONEERED RO 066 - 1(EE 6100114 ALDsecere3 AMDSUPPORT oNAPACED 2'x6 -TAG 6100TH CLEAR CEDAR SOFFIT (PANTED) -EE RERPCTME (ELM PLAN FOR LAYER. 41. �H 0.040 � FPASO.CjA AWED. x 2 4/ CLNT.2 x 4 S N U Architect, Planner and Designer e, AA -26002044 W 1045 East Atlantic Ave. Suite 303 a Delray Beach, Florida 33463 TEL: 561-276-6011 S FAX: 561-276-6129 ISSUED FOR BIDS 0 PERMIT N N CONSTRUCTION W 11 O 3 W U ) 0 0 i PROJECT TITLE SINGLE = FAMILY o RESIDENCE Z 0 0 a N 0- 0 a 3420 GULFSTREAM RD. GULF STREAM, FL W CUEN1 APPROVAL N IY REVISIONS 4 N 41 XI 4 Q J =AU3 19 2021 Touin of Gulf Stream, FL } FILE NUMBER w 510A301 IL DRAWING TITLE 1L„ PROPOSED ELEVATIONS Z W 7 0 0 DATE DRAWN BY 06.21.21 I JH r dl JOB NUMBER � 20210510 DRAWING NUMBER A3.01 a4 LEGEND EXISTING TFi60 TO BE REMOVED / \ + I EXISTING TREES TO REMAIN \_/ • ) EXISTING PALMS TO REMAIN \_/ EXISTING TREE LIST Tri P"TANIre, /rnf?tnll NAMF A Peldlun guaJava,Guava Tree B Peldlun guaJavarceuava Tree C Neer. romanrorftena/aeon Palm D 8yagrw romaraarhane/riteerl Palm E F Ix raebelenll/Pygey Date Palm F Terminella aateppa/Traplcal Almond Tree G hllmwope elerglAMlmueop Tree. (+) 0 0 EXISTING TREES TO BE RELOCATED NEW LOCATION OF RELOCATED 1REEO PROPOSED PALMS PROPOSED TREES l lHIfai I4' ht. x 14' *pr. multi 9' hs. x 9' epr, tratl 5' ht. oe. IS' ht. oa. 35' ht x 38' apt, 10• dbh 16' ht. x 8' epr, I5 dbtl poor remove DISPOSITION remove remove remove project: gebauer residence 3420 gulfstream rd. gulf stream, fl. ► RECEIVED 4 AO 19 2021 Town of Gulf Stream, Fl NORTH a0 dave bodker landscape archltecttrelplennIngr 601 n. congress ave., suite 105—a defray beach, florida 334-45 561-276-6311 .A0000999 sheet title: existing tree plan project number: date: scale: drawn by. 11321 7/22/2021 Ip revisions: 0 A AA 0 A A sheet: L--1 of 3 sheets exist overhead I pcerlmae relocated Rom front yard ca 1160111,11 i3 �0 =iii-...... :.!G �-3 :.r.._ _..:: a:•::: :. �.� AL walA V.xvir"/, I� ;0,; § Pi000000400 0%0%,* � 00�►d ✓�•�•�0%011" .A04004:41104Vb> ..ttfe .��►0."1' 101,24 �i�►4 —MI 400 G ieiii 01,421 41i.Q0.i4ii 0i :: '��e: Dw::: ::2Oi1110%"i ...vv14 ,��.��� = - '....;,-_�1►\•.►I.1►ai..%\w Ivy -If��'IF 1=1f �11211�8,.��I.�I.IL1111�11: it Hid n i n7 I��i.�l-�I�1IA-II--n1=In-n=ir=fin ;n- =17 1�_ _!';: � � ° el'1!!!i!iIIIIIIIIIIIIIU;rs"; seeding podocarpu. hedge to remain PROPERTY LINE 15384' 2'x2' STEPPING PADS vyv het 6' ht No. he; 8 PLANT LIST AM3 BA CI CL ED PE2 PS P52 OV ALP BEG ECU BRO CYR DIA Fob IXD IRI JAT LIR OPII P 103 RAN SCH TRD ZOYSIA Gravel BOTANICAL/COMMON NAME Adonldia merrillil Triple Christmas Palm Bulnesia arborea Verawood Citrus Ilmon "meyer" Citrus Meyer Lemon Citrus aurantiifalia Lime Tree Elaeocarpus decipiens Japanese Blueberry Ptychosperma elegans Double Solitaire Palm Phoenix aylveotris Sylvester Date Palm Phoenix eylveetrle Sylvester Date Palm Quercue vlrginiana 'Cathedral' Cathedral Live Oak Alpinia purpurata Torch ginger Begonia odoreta Alba lLhite Begonia Bougainvillea app. Bougainvillea Bromeliad 'Jeffrey Block' Jeffrey Block Bromeliad Cyrtomlum falcatum Holly Fern Dianella tasmanlca Blueberry Flax Lily Pe eisetum setaceum 'Purple' Fountain Areas 'Purple' Ixora Maui Sunset' Dwarf Maui Ixora brie app Blue Flag brie Jatropha Integerrima Jatrophe Trae LIriope 'evergreen giant' Giant Lirlope GHp ,. iopogon Japonica o Grass Phoenix roebellenll Triple Pygmy Date Palm Quisqualis Indica Rangoon Creeper Vines Schefflera arborlcola Trinette' Trinette Trachelospermum aslaticum 'Minima' Dwarf Asian Jasmine Zoysia Empire Wylie Chattahoochee gravel Concrete Stepping Stones -to be 4' concrete slabs 2x2 10-10 wen. with light broom 1151.11 SPECIFICATIONS 16' oa. ht, triple trunk 14' ht x6' epr., 2" cal. 8' ht. x 4' spr, 15" cal. 8' ht. x 4' spr, IA" caL 6' htx 30" spr, conical 20' oa. ht, double trunk 16' ct, matched 12' at. matched 16' ht. x 1' spr, 3" cal. 24" ht. x 24" epr, 24" oc. IS" ht. x 18" spr,18. oc. 5' ht. x 3' epr„ standard 10" ht. x I0" spr, IS" oc. IS" ht. X 18" spr, I8" cc. 12" ht, X 12" spr, I8" oc. 18" ht. X 18" spr, 24" cc, 16" Ix. X 14" spr, 12" oc. 18" ht. X 18" spr, 18" oc. 6'-T ht x 3' spr. multi -trunk 12" ht. X 12" spr, 12" cc. 4" ht. 4" epr, 4" oe. 5' oz. ht, triple trunk 4' ht, 3 ruiners IB" hL X 18" spr, 24" oc. 5" ht. x 12" spr, 12" oc. full Reeh sod I"-3" diameter, 3 layer QTY 4 0 2 28 128 '13 22 514 81 45 4 4 402 342 2 4 II ISO ass req. project: gebauer residence 3420 gulfstream rd. gulf stream. Pl. RECEIVED AUS 19 2021 Town of Gicf reatAceFl, landscape /plennIngi NORTH a� 601 n. congress aVe., suite 105—a defray beach, florid° 33445 561-276-6311 #1_40000999 sheet title: planting plan project number: date: scale: drawn by: 11321 7/22/2021 Ip revisions: A 0 A A sheet: L-2 2 of 3 sheets App.. Oomme. wAm,,..,.. Dorm alp adage. E Irm.rr 5, M 15a oatom Mart. 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RECEIVED 4 AUG 19 2021 Town of Gulf Stream EL apNORTH dew. bodkor lendtetlp• ueNlect elplarriv i1C 601 n. congress eve., suite 105-a defray beach, 6aida 33445 561-276-6311 jLA0000999 sheet title: illustrative plan project number: date: scale: drawn by. 11321 7/22/2021 Ip revisions: sheet: IL -1 of 2 sheets Sylvester Date Pal: t.ive Oak Sylvester Date Palm Trlole Ctrletmaa Palm Double Solitaire Palm ve Ca Exletin- Podoca Hedge to remai Exlatln- Flcua edge to remain east elevation north elevation south elevation west elevation Waster Date Palm atrophy Tree apanese Blueberry ouble Solitaire Palm Double Solitaire Palm s 11110111rfeit. Alba, _ �`�� llDlllllliiilllilili� IIIIIIIIII11111I !II llllll � __ � located Podocarpa Hedge horn front yard vaster Date Palm Triple Ctrletmas Pa ouble Solitaire Palm We Oak xisting Podocarpus Hedge to remain xlsting Flca Hedge to retain vests Date Palm Vsawood retire Podocarpue Hedge to remain ouble Solitaire Palm saaoad Nester Date Pain, eraweod rioting Podocarpa Hedge to remain NORTH project: gebauer residence 3420 gulfstreom rd. gulf stream, fl. RF FIVF.P AUS 19 2021 Town of Gulf Stream: FL chive bocker tanffc.p. aretilecbroklartip Inc 601 n. congress ave.. suite 105-a defray beach, Cando 334-45 561-276-6311 it A0000999 sheet title: illustrative elevations project number: dote: scale: drawn by. 11321 7/22/2021 IF revisions: A A A A A A sheet: IL -2 2 of 2 sheets I I W 0 +3.8 NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS +3.3 T. O. W. EL = 7.25 6" HDPE LEADER FOR C.O. POOL DRAINAGE To +3.4 EL = 7.25 +57 E%ISPNG RESIDENCE Fl.00R +4.95 TRANSITION WALL T.O.W. EL = 3.92-7.25 !PL CO EASEMEN-ORB 3027, PAGE 154 FF EL = 8.0' NAVD AVG CROWN OF ROAD EL =2.0' NAVD EXISTING RESIDENCE PLOOR +6.1p NOTE: SEE LANDSCAPE PLANS FOR BRICK PAVER PATTERNS +3.6 44 LF - 8" 8"XB" TEE HDPE © 1.1% NOTE: CONTRACTOR TO FIE VERIFY EXACT LOCATION, SIZIVAF ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. +3.8 L 93LF - 8" HDPE ® 0.5% I I4,0T;E: ING WAILS SHOWN ELEVATION R EQU EA AII>YE STRUCTURAL DESIGN PER MANUFACTURER SPECIFICATIONS OR TO BE PROVIDED BY OTHERS. I IN 15.0' I EXIST WATER SERVICE TO REMAIN ;4p h 01 TRENCH DRAIN RIM EL = 3:0 COI cp LOCATE AND CONNECT TO EXIST FORCE MAIN CONNECTION Know what's below. Call before you dig. Site" " CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 LOCATION MAP N.T.S. LEGEND: PROPERTY LINE SECTION IDENTIFIER PLAN PAGE DETAIL PAGE 16.5 PROPOSED ELEVATION DIRECTION OF FLOW EXISTING ELEVATION DENOTES AREA OF PROPOSED CONCRETE PAVING DENOTES AREA OF PROPOSED ASPHALT PAVING DENOTES AREA PROPOSED 1" MILL & OVERLAY DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS DENOTES AREA OF EXISTING PAVEMENT AND BASE TO BE REMOVED & REPLACED WITH CLEAN FILL DENOTES AREA OF EXISTING PAVEMENT TRENCH REPAIR FOR UTILITY INSTALLATION -SEE DETAIL SHEET 2 • PROPOSED CATCH BASIN NYLO-1 6.00 3.50 NYLO IL HDPE DENOTES 12" PERF HDPE PIPE IN 5' WIDE X 3' DEEP ROCK TRENCH (BOTTOM EL= 0.0' NAVD) STRUCTURE TYPE -NUMBER RIM ELEVATION INVERT ELEVATION NYLOPLAST YARD DRAIN OR APPROVED EQUAL INLINE YARD DRAIN HIGH -DENSITY POLYETHYLENE PIPE PROPOSED WATER METER DN EXISTING GATE VALVE RECEIVEP AU3 19 2021 Town of Gulf Stream, Ft SCALE: 1" = 10' -5 0 10 20 5 15 © COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROADED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES INC. "NOT FOR CONSTRUCTIO L So, E. E. z F a z C U w z C7 z DRAWN: B.A.B. CHECKED: J.A.P. DATE: 08/17/21 JOB NO. 21071—ENG SHEET NO. 1 OF 4 SUNSHINE STATE ONE CALL OF FLORIDA, INC. CONCRETE PAVER ______ CEMENT COLLAR SHOULD EXTEND UNDER ONE FULL 1-1/2 '•JGS�=•:A49,A!c!SLG�:JC•:JI:�.JF.•DJG•.:1G. �•lJ WIDTH OF BRICK SAND BEDDING MATCH EXISTING DRIVEWAY WIDTH OR 12' MIN. WHICHEVER IS GREATER R/W— 24' MAX. WIDTH (2 —WAY) — UNLESS OTHERWISE SHOWN ON PLANS SCORED OR SAW —CUT EONT EXPANSION JOINT 6" SIDEWALK (3000 P.S.I. CONCRETE) SCORED OR SAW —CUT JOINT SIDEWALK (6" CONC.) WAN 10' OF DRIVEWAY (TYP.) ,i4DPF (SAME AS ROADWAY) DGE OF PAVEMENT 4-0" (TYP. PLAN NOTE: SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY 4" UMEROCK BASE COMPACTED TO 980 PER AASHTO T-180 OUTSIDE RIGHT OF WAY. 6" LIMEROCK BASE COMPACTED TO 98R PER AASHTO T —I80 INSIDE RIGHT OF WAY 4" FLOW —ABLE FILL (100 P.S.I. MIN.) 12" COMPACTED SUBGRADE TO 980 PER AASHTO T-180 SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 CENTERED EXISTING EDGE OF PAVEMENT FILTER FABRIC CENTERED SIDEWALK (IF EXIST.) FILTER FABRIC 2' OF 1" WASHED STONE (REQUIRED ONLY IN AREAS OF SUBSTANDARD PERCOLATION AS DETERMINED BY THE CITY ENGINEER) 6 SOD & TOPSOIL 24" STONE SECTION 'A' —'A' NOT TO SCALE 1. CONTRACTOR TO REPLACE ALL IRRIGATION, was k SHRUBBERY IN SWALES DAMAGED DURING CONSTRUCTION. SWALE REPLACEMENT DETAIL D10.1 3.00 FT NAVE TOP OF TRENCH (TYP) 2.50 FT NAVE 10'-0" MIN N —PERFORATED INLET ELEVATION� (SEE PLAN) 7-100R TOP OVERLAP A ROE 1 /// `C TOP OF PIPE (TYP) 12"• DIAMETER 12"• PERFORATED DIAMETER 1.50 FT NAVE INVERT (TYP) 0.00 FT HALO TRENCH BOTTOM (TYP) e ASKED ROC °e tea,.... 1.50 FT NAVE o CONTROL ELEVATION IRAFI 140N OR APPROVED EQUIVALENT FILTER FABRIC • UNLESS OTHERWISE NOTED ON PLAN PROPOSED STRUCTURE ///Cx\ ///<\\ PERFORATED PIPE TRENCH N.T.S. 3.00 FT NAVE TOP OF TRENCH (TYP) 2.50 FT NAVE TOP OF PIPE (TYP) 0.00 FT NAVE TRENCH BOTTOM (TYP) • UNLESS OTHERWISE NOTED ON PLAN MIRAFI 140N OR APPROVED EOUIV. FILTER FABRIC PERFORATED PIPE TRENCH N.T.S. 18" HDPE RISER WITH DROP IN GRATE 8 12" HDPE PIPE 18" INLINE DRAIN NOT -TO -SCALE 3/4" WASHED ROCK WRAPPED IN MIRAFI FABRIC OR APPROVED EQUAL DETAIL DUCTILE IRON INLAY GRATE RED DOT BUILT-IN LOCK BLOCK FOR GRATE LOCKDOWN MIN. 4 BEDDING CONCRETE CONCRETE r� ■ / FLOOR SLAB CONCRETE ` r - - / OR PAVEMENT FLOOR SLAB \ o OR PAVEMENT . z POLYDRAIN CHANNEL j\\ SUBGRADE � \/.//\/\/\/\�/\�/\�/\./\\/\\/\\/\\// /)\\‘, CROSS SECTIONAL VIEW TRENCH DRAIN NTS POLYLOCK LOCK TOGGLE ANCHOR RIBS GRATE NO. 502 PLAN VIEW ABS. INC. P.O. Box 837/259 Murdock Rood/Troutman, N.C. 28166 800-438-6057 (U.S., Canada and Mexico ) or (704) 528-9806 Fax: (704) 528-5478 AUS 19 2021 Town of Gulf Stream, R! CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. S P SOT rn FR d a z O c U mm3 °Jog oUv 505. W Q ZO W z C:J z W DRAWN: B.A.B. CHECKED: S.A.P. DATE: 08/17/21 JOB NO. 21071-DTL Know what's below. Cali before you dig. ® COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND 5FAI FO BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENNRODESIGN ASSOCIATES, INC. SHEET NO. 2 OF 4 PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC ENGINEER. LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION ACCORDANCE WITH THE FDOT LATEST STANDARDS. 334 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY ON THE DETAILED DRAWINGS. REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" 12. ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY COMPRESSIVE BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER. OR TYPE "D" CURB. SUBGRADE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO AASHTO T-180. CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH. PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY OF PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC METHOD "C" OF AASHTO T-180 SPECIFICATIONS. DEPARTMENT TYPICAL T -P-17, WHERE APPUCABLE. 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED CONSTRUCTION AND COMPACTION OF THE SUBGR_ADE- TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 40% CARBONATES OF CALCIUM 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN AND MAGNESIUM IN THE MATERIAL ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND 4. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, WHERE APPUCABLE. FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON THE 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 17. GRADES SHOWN ARE FINISHED GRADES. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 18. AVERAGE EXIST ROAD CROWN ELEVATION EL 2.0' N.A.V.D. PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO OF CLASS III OF ASTM C-76 AND WITH THE FDOT SPECIFICATIONS, LATEST EDITION. A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE MATERIAL. WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS. 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND TO ALLOW FOR THE THICKNESS OF THE SOD. SECTIONS 125, 430 AND 943 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 8. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE 22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE AREA. BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, PRIME COAT 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF SHALL BE RC -70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA APPLIED AT A RATE OF APPUCATION NOT LESS THAN 0.10 GALLONS PER SQUARE CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES. 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER 10. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE GENERAL NOTES CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF MONUMENTS DISTURBED DURING CONSTRUCTION. AT NO ADDITIONAL COST TO THE THE LOCAL UTILITY. OWNER. 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND GENERAL PUBLIC. DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. DEENERGIZING OF POWER ONES AND/OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE ADDITIONAL COAST TO THE OWNER. WITH SEC. 8.24.E.5.i 5. ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 7.0' (WHICH FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. IS ABOVE THE FEMA =12" FBC MIN). 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE LANDSCAPING OF THE SITE. APPROPRIATE GOVERNING AGENCIES. 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL PERMITS. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING WITH ALL PERMIT(S) CONDITIONS. CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED.). 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS OWNER. OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOUDAYS. MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY COMPRESSIVE DESIGN STANDARDS (LATEST ED.) STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED TOWN OF GULF STREAM GENERAL NOTES DEFINITIONS PROVIDE FOR THE SAFETY OF THE PUBUC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT A I. CITY - THE TOWN OF GULF STREAM DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. 2. CONTRACTOR - UTUTY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS 20. EXISTING BASE MATERIAL THAT IS REMOVED DURING CONSTRUCTON SHALL NOT BE USED IN THE 3. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION CONSTRUCTION OF NEW LIMEROCK BASE. 21. ALL VEGETATION. DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY DISPOSED PROCEDURE OF OFF -SITE IN AN AREA AT THE CONTRACTORS EXPENSE. 1. A PRE -CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE TOWN. 22. CONTRACTOR SHALL UTUZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY SCREENS, CONTRACTOR. SUBCONTRACTORS, ENGINEER AND OTHER INTERESTED PARTIES. CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE 2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE TOWN PRIOR TO THE AND LOCAL WATER QUAUTY STANDARDS. PRE -CONSTRUCTION MEETING. 23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE NOTED. 3 A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT UST AND ALL NECESSARY 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. PERMANENT SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK LAYOUT TO BE REVIEWED PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3) COPIES OF AN BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH AWWA C151/A21.51-91. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND UTILITY INSTALLATIONS SHALL BE SUPPUED AND/OR DISPOSED OF BY THE CONTRACTOR. ALL COSTS 4. ALL APPUCABLE PERMITS MUST BE OBTAINED WITH COPIES PROVIDED TO THE TOWN PRIOR TO ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE THE ROADWAY RECONSTRUCTION AND COMMENCEMENT OF CONSTRUCTION. UTILITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS. 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON 26. CONTINUITY OF WATER AND SEWER SERVICE TO CITY UTILITY CUSTOMERS SHALL BE MAINTAINED SITE AT ALL TIMES. THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITES, IT SHALL BE SCHEDULED FOR OFF PEAK HOURS WITH 6. ALL MATERIALS SUPPUED. SHALL CONFORM TO PRODUCT UST AND SHOP DRAWINGS AS APPROVED BY THE CITY. DETERMINATION OF SERVICE BREAK REQUIREMENT WILL BE MADE BY THE CITY. THE CITY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB SITE. 27. SITE INFORMATION BASED ON A SURVEY PREPARED BY: O'BRIEN. SUITER, & O'BRIEN INC. 7. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR, WITHIN THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED WITH THE FLORIDA ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER LITOTES (NOT SHOWN ON EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTUTY CONFUCTS, THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE THE 29. RELOCATION OF UTILITY POLES AND GAS PIPE UNES SHALL BE COORDINATED BY THE CONTRACTOR UTILITY CONFLICTS AND THE UTUTY ADJUSTMENTS AS REQUIRED. WITH FLORIDA POWER AND UGHT. AND FLORIDA PUBLIC UTIMTIES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO RELOCATE THEIR UTILITIES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TAXES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR 30. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES ENVIRODESIGN ASSOCIATES, INC. HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTUTES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER UTILITY FACILITES. 32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR WITHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE TOWN OF GULF 10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE CITY A MINIMUM OF 24 STREAM.. HOURS IN ADVANCE. 33. NO PROPOSED STRUCTURES SHALL BE INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET FROM 11. CONTRACTOR SHALL NOT DISTURB EXISTING CITY MAINS OR STRUCTURES WITHOUT THE PRESENCE OF ANY EXISTING OR PROPOSED WATER, SEWER OR DRAINAGE FACILITIES, UNLESS APPROVED BY THE A CITY INSPECTOR. CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY ONLY BE OPERATED BY TOWN OF GULF STREAM. CITY PERSONNEL. 34. NOTE: ANY TREES OR SHRUBS PLACED WITHIN WATER, SEWER OR DRAINAGE EASEMENTS. THEY SHALL 12. FACIUTES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; LD 1.1 & LD 1.2 DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE CITY. 35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE WITH ADA REQUIREMENTS. ALL SIDEWALKS NOT 13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE WORK, A FINAL TO EXCEED 1:48 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED 1:48 INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. CROSS -SLOPE AND 1:12 RUNNING SLOPES WITH MAXIMUM RISE AND RUNS PER ADA REQUIREMENTS WITH RAILINGS WHERE NEEDED. LANDINGS WITH 1:48 CROSS- AND RUNNING -SLOPES ARE TO BE 14 PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS. TRANSPORTATION ROADWAY AND DESIGN STANDARDS, STANDARD SPECIFICATONS FOR ROAD AND BRIDGE CONSTRUCTION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND PALM BEACH 36. TOWN OF GULF STREAM UTUTY DIVISION MUST BE CONTACTED AT LEAST 4B HOURS PRIOR TO ANY COUNTY TYPICAL T -P-17 (LATEST REVISION) UNLESS SHOWN OTHERWISE. SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER UNES AT 561-243-7312. 15. AS -BUILT OF DRAWINGS SHALL BE PREPAREDDBY THEB A TRACTOR D LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY CONTRACTOR TO THE CITY. 37, UPON APPROVAL AND RECIEPT OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-7320 TO SCHEDULE A PRECONSTRUCTION 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA MEETING PRIOR TO STARTING ANY SITE WORK. STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES. 38. ALL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL BE 17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4770) 48 HOURS IN ADVANCE OF CHECKED AND AUTHORIZED BY TOWN OF GULF STREAM UTIUTES DIVISION. CONSTRUCTION. 39. ALL CITY OF DELRAY BEACH 2016 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND DETAILS 18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE BOX COVERS TO FINISHED GRADE. 19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL BE REQUIRED TO PROVIDE ALL BARRICADES, UGHTNG, SIGNAGE AND FLAGMEN AS NECESSARY TO SAWCUT REFER TO PAVEMENT JOINT DETAIL RT 7.1 DIA. VARIES 1•-0 "7 VARIES �1•_O" DITCH WIDTH (W) + 4' SURFACE RESTORATION 12" - FINISHED (TYP.) 1. REPLACEMENT BASE TO BE AT MIN. 12" THICK. 2a. BASE MATERIAL SHALL BE PLACED IN TWO LIFTS AND EACH UFT COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO T-180 (MAX. OFT THICKNESS a 6"). 2b. 12" EXCAVATABLE FLOWABLE FILL MIN. 100 P.S.I. MAY BE USED IN UEU OF 12" BASE. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. SURFACE JOINT REPLACEMENT BASE SEE TYPICAL BACKFILL DETAIL GU 2.1 FOR COMPACTION REQUIREMENTS. ALL DISTURBED PAVEMENT MARKINGS SHALL BE RESTORED IN ACCORDANCE WITH CITY STANDARDS. 5. SURFACE MATERIAL SHALL BE F.D.O.T. TYPE S -I OR S -III ASPHALTIC CONC. (MIN. THICKNESS 1 1/2"). 6. ANY PAVT. CUTS SHALL BE COLD PATCHED AT END OF EACH WORKING DAY TO FACIUTATE UNHINDERED TRAFFIC FLOW. PAVEMENT REPAIR DETAIL GU 1.1 NOTES: EXISTING GROUND REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS.(SEE NOTE 5 BELOW) 6" MAX. SIZE 18" MAX. LIFT. GRANULAR BACKFILL PLACED AND COMPACTED TO 95% MAO. DENSITY / PER AASHTO T-180 7/8" MAX. AGGREGATE SIZE 6" MAX. LIFT BEDDING MATERIAL COMPACTED TO 989" MAX. DENSITY PER AASHTO T-180. 1. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGE ROCKS SHALL BE REMOVED; BEDDING MATERIAL AND BACKFILL CONSISTING OF WASHED AND GRADED UMEROCK 3/8" -7/8" SIZING. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPOR FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER TH EB HAUNCHES. 3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK. AND DEBRIS. 5. COMPACT BACKFILL TO 98% DENSITY UNDER PAVEMENT AND TO 95% DENSITY ELSEWIIERE.(AASHTO T-180) 6 COMPACTBACKFT PROCEDURE. FOR WHATEVER CO REASONS,C S NOT TALL F BOLAND DENSITY TESTS SHALL BE LOWING THISED DURI I own Of GUllf Stream RE -EXCAVATE THE AREA IN QUESTION, DOWN TO THE BEDDING MATERIAL THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. AU3192 TYPICAL BACKFILL ,T1CTA,!L CU 71 CALL 48 HOURS BEFORE YOU DIG. Know what's below. Call before you dig. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 2 z �3 ow NA W O Q W Ya E. L7 UP 0 40 CQ CtO O C6 w '5 Nv WQi z BA a O L) cn w z Ch :L DRAWN: B.A.H. CHECKED: J.A.P. DATE: 08/17/21 JOB NO. 21071-DTL e COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES. INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC. SHEET NO. 3 OF 4 I 5' I I I INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE WIRE SUPPORT - MOULD 6x6", 5/5 GA. 49 0/100 SO. FT. WELD WIRE SUPPORT. EXTEND 6" MIN. AT SIDES 6" MIN. SECURE FILTER FABRIC TO FRAME AND GRATE BACKFILL AFTER INSTALLATION OF INLET FILTER NOTES: NOT TO SCALE 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH. APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO ID FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. INLET FILTER DETAIL D 8.1 TEMPORARY SILT �I FENCING (TYPICAL) L 1. THE INTENT OF EROSION CONTROL MEASURES INDICATED GRAPHICALLY ON PLANS IS TO PROVIDE A BARRIER TO COWAN SILT AND SEDIMENT ON T£ PROJECT SITE THIS REPRESENTATION IS PROVIDED FOR THE CONVENIENCE CF THE CONTRACTOR. THE TEST OF EROSION CONTROL EFFECTIVENESS IS NOT TO BE DETERMINED BY ADHERENCE TO THE REPRESENT SET FORTH ON THE DRAWINGS AND SPECIFICATIONS. BUT BY MEETING THE REGUUYONS SET FORTH BY THE AUTHORITY HAVING JURSDICTION OVER WATER QUALITY CONTROL AND OTHER SEDIMENTATION RESTRICTION REQUIREMENTS IN THE REGION. 2. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEATING GRADING, EXCAVATION. FILLING. CR DINER LAND DI STURBANCE ACTITES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL CH MEASURES. 3. NSPCC/10N OF ALL EROSION CONTROL MEASURES SHALL BE CONDUCTED NEERLY, DR AFTER EACH RAINFALL EVENT. BERNS. AND/OR REPLACEMENT OF SUCH MEASURES SHALL BE MADE PROMPTY, AS NEEDED. 4. KEEP DUST WITHIN TOLERABLE UNITS BY SPRINNUNG OR OTHER ACCEPTABLE MEANS. 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY ONSITE INSPECTION. 6. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT N CONSTRUCTION BONG HALTED. 7. DRAINAGE INLETS SHALL BE PROTECTED BY FILTER AND GRADED ROCK AS PER INLET PROTECTION DETAIL B. ANY ACCESS ROUTES TO SITE SHALL BE BASED WITH CRUSHED STONE WHERE PRACTICAL R. EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTL PERMANENT GROUND COVER IS ESTABLISHED. 10. WHENEVER FEASIBLE. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. 11. ALL WORN IS TO BE IN COMPUANCE 1.1111 1 THE RULES AND REGULATIONS SET FORTH BY THE STATE OF FLORIDA. DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE OTY OF DORAY BEACH. 12 DISCHARGE FROM DEWATERING OPERATIONS SHALL BE RETAINED ONSITE IN A CONTAINMENT AREA. EROSION CONTROL NOTES DETAIL D9.1 CO. EA; ORB 3027 ppG STEEL OR EXTRA STRENGTH FILTER FABRIC WOOD POST NEEDED WITHOUT WIRE MESH SUPPORT FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6 -INCH (MAX MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS ROW FLOW FLOW 10 FT. MAX. SPACI G W77H WIRE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE NOTES: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. SILT FENCE INSTALLATION DETAIL D 9.1a Sheet 1 of 2 TEMPORARY INLET PROTECTION (TYP) CONSTRUCTION ENTRANCE LOCATION TO BE DETERMINED BY CONTRACTOR AS NEEDED 661 15.01' 15.0' FENCE POST (WOOD OR STEEL) FABRIC DIG 4" WIDE & 4" DEEP TRENCH. BURY BOTTOM B" OF FABRIC. AND ANCHOR W/COMPACTED BACKFLL MATERIAL DIRECTION OF RUNOFF WATERS 1 i 4 SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS ABOUT 18 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 C f Y 2 C. C II C 2 CITY / PUBLIC ROAD NOTE: A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FOOT AGGREGATE NO.1). AT LEAST 6 -INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C RECEIVED AUS 19 2621 Town of HOIRSSBEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALP: 1" = 10' -5 0 10 20 15 L, © COPYRIGHT 2021 BY ENVIRODESIGN ASSOCIATES, INC. Know what's below. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, C�J t, J UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL all before you dig. ENGINEER REPRESENTING ENVIRODES GN ASSOCIA ES, INC. DRAWN: B.A.B. CHECKED: J.A.P. DATE: 08/17/21 JOB N0. 21071-ENG SHEET NO. 4 OF 4 GEBAUER RESIDENCE EAST ELEVATION ill ..... r I. 1nle t"la; GEBAUER RESIDENCE al/Nea j1 u architecture, inc. THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUTTHE WRITTEN PERMISSION OF GE ARCHITECTURE INC. IS PROHIBITED. GEBAUER RESIDENCE NORTH ELEVATION eA494/tiv 4eYeAstaiiemz stiov- gebauer residence gc 3ea 4 t9-144,ietax g e THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUTTHE WRITTEN PERMISSION OF GE ARCHITECTURE INC. IS PROHIBITED. architecture, inc. GEBAUER RESIDENCE SOUTH ELEVATION &will;4' 111111111111111111 gebauer residence -W Xe J'44/iekr ge THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUTTHE WRITTEN PERMISSION OF GE ARCHITECTURE INC. IS PROHIBITED. architecture, inc. } ~' I IiI . y, � = �� � I IIIIIIIIIIIIIIIIIIIIIIIIIII I . � .1. 0,,\,:, THIS DOCUMENT IS THE PROPERTY OF GE ARCHITECTURE INC. ALL RIGHTS ARE RESERVED AND ANY POSSESSION, REPRODUCTION OR OTHER USE OF THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION OF GE ARCHITECTURE INC. IS PROHIBITED.