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Home My Public Portal AboutAPP 008~12 (Large Plan In File)COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT III CHRIS D. WHEELER MURIEL J. ANDERSON November 21, 2008 Charles Carlino 805 Pelican Lane Lantana, FL 33462 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA Re: 2730 Avenue An Soleil, Gulf Stream, FL 33483 Dear Mr. Carlino: Telephone (561) 276 -5116 Fax (561) 737 -0168 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the meeting held by the Architectural Review and Planning board on November 20, 2008, your request for a Level II Architectural /Site Plan Review to permit the construction of an 896 sq. ft. detached two car garage, the architectural style being the same as that of the existing single family ranch style dwelling above address was considered. Your request was granted based on a finding that the proposed detached two car garage meets the minimum intent of the Design Manual and applicable review standards. If a building permit including aforementioned improvements is not applied for by November 20, 2009 this approval shall expire. Sincerely, I Y nne E. Eckert, CMC De uty Town Clerk cc: Dennis Rainho, Agent 100 SEA ROAD, GULF STREAM, FLORIDA 33483 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, November 20, 2008 at 8:30 A.M. in the Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Dennis Rainho as agent for Charles F. Carlino, owner of the property located at 2730 Avenue Au Soleil, Gulf Stream, Florida, which is legally described as Lot 5, Place Au Soleil Subdivision for the following: LEVEL 2 ARCHITECTURAL SITE PLAN REVIEW to permit the construction of a 896 square foot detached two car garage, the architectural style being the same as that of the existing single family ranch style dwelling. The Architectural Review and Planning Board shall make a final decision regarding the subject application at the meeting noticed above. The meeting 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 of the Town of Gulf Stream at the time and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THE PUBLIC HEARING, 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. TOWN OF GULF STREAM, FLORIDA Dated: November 6, 2008 Rita L. Taylor, T-o"4n Clerk TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 008 -12 Owner: Charles F. Carlino Address: 2730 Ave. Au Soleil Agent: Dennis Rainho Proposed Improvement: Construction of a detached two car garage. Approvals Requested: Level II Architectural/Site Plan: To permit the construction of an 896 SF detached two car garage, the architectural style being the same as that of the existing single family ranch style dwelling. Gross Lot size: 14,679 SF Effective Lot Area: 14,679 SF Proposed Total Floor Area: 3,620 SF ^Allowable: 4,844 SF Architectural Style: Family Ranch Zoning District: RS -P FF Elevation Proposed: 9.5' Issues Considered During Review: FEMA Section 70 -70 Floor area calculation. Neighborhood Architectural Styles: Mixed Height: 14.0' (roof height <_20' Preferred) FF Elevation Existing: N/ A (5) Areas under eaves or roof extensions of 2 1/z feet or less shall not be included. NOTE: The area under eave extensions on this application are greater than 21h feet and therefore that area is included in the total area SF. Section 70 -74 Setbacks Section 70 -100 Roof and eave heights Section 70 -239 Windows Recommendation: Motion to approve Level II Architectural/ Site Plan based on a finding that the proposed detached two car garage consisting of a total of 896 SF meets the minimum intent of the Design Manual and applicable review standards. ARPB Date: November 20, 2008 Action: Approved (5 -0) Level II Architectural/ Site Plan: Town of Gulf Stream TOWN OF GULF STREAM •RECE1VrEDo NOV o,3 2008 APPLICATION FOR DEVELOPMENT APPROVAL 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 #00F_t' 2- To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information %�Jf/ , I.A.1. Project./Owner Name: C/f'! "��i 2��'F% I.A.2. Project Address: -)7:50 Sol Li L_ I.A.3. Project Property Legal Description: / Z. /%L�� (�/°►� -�( `Z� `� / /I S I.A.4. Project Description (describe in detail, including # of stories, etc.) �-7– __6r2 Car <� C' i V V I V I.A.5. Square Footage of New Structure or Addition: 5F, W– Architectural Style: 1.A.6. Check all that apply: Z Architectural /Site Plan Review ❑ Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section L�) 1.A.7. (a) Proposed F.F.E.: B. Owner Information Type of Foundation: I.B.1. Owner Address: ` l -L 3; t(,CZ I.B.2. Owner Phone Number: I.B.3. Owner Signature: :& C. Agent Information I.C.I I. Agent Name and Firm Name: I.C.2. Agent Address: %// I.C.3. Agent Phone Number: (o)_ N //F cel 1.C.4. Agent Signature: /I/ If Pre -App Date: App Date: Com Date: _ Decision: Official Use Only ARPB Dale: Recommendation: TC Date: Application for Development Approval Form ADA.2000 revised 6 /13/00 Fax: ZW),f_9o?1 6 3cx� Fax Page 2 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre- application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? ,? S — D III.A.2. Is the project compatible with the intent of the zoning district? :C] Yes ❑ No Explain. III.A.3. Is the project consistence t} * the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? 0 Yes ❑ No Explain. III.A.4. How are ingress and egress to the property to be provided? :=Y( 4 ,✓%--�— III.A.5. How are the following utilities to be provided to the property? a. Stormwater Drainage b. Sanitary Sewer c. Potable Water d. Irrigation Water e. Electricity f. Telephone g. Gas h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66 -144 of the Town of Gulf Stream Code. (Attach additional 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 �in Ive land area within fifty feet (50') of the A1A (North Ocean Boulevard) right -of- way? ❑ Yes .Z 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 filling of any portion of an existingy-acant lot or more than fifty percent (50 %) of the landscaped area of a developed lot? ❑ Yes No (If "Yes ", section D of this part must be completed.) IV.A.5. Does the pro' t require approval of a Special Exception? ❑ Yes No (If "Yes ", section E of this part must be completed.) IV.A.6. Is the projec aKariance with any regulations contained in the Zoning Code? ❑ Yes ❑"No (If "Yes ", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 Town of Gulf Strearn B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the disturbance /addition: IV.B.3. Will the disturbance /addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance /addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? IV.C.2. When are the proposed structures to be constructed? IV.C.3. What is the landmark status of the structures to be demolished? D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of B inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal /relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated: IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 February 2002 E. Projects Requiring a Special Exception. IV.E.1. Is the proposed use a permitted special exception use? ❑ Yes ❑ No Code IV.E.2. How is the use designed, located and proposed to be operated so th Section: welfare, and morals will be protected? at the public health, safety, IV-E.3. Will the use cause substantial injury to the value of other property in the neighborhood be located? [] Yes 11 No where it is to Explain. IV.E.4. How will the use be compatible with t adjoining development and the character of is to be located? he District where it IV.E.5. What landscaping and screening are provided? IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located? ❑ Yes ❑ No Explain. F. Non- Residential Projects and Residential Projects of Greater than 2 Units W.F.I. If common area facilities are to be provided, describe them and how they are to be maintained. IV-F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding properties. IV.F.3. For each of the following, list the number provided and their dimensions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways /Aisles: Application for Development Approval Form ADA.32000 Page 5 Town of Gulf Stream G. Projects Requiring a Variance (code Section 66 -150 through 157) IV-G.1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. The following 8 mandatory variance findings from Section 66 -154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and circumstances result from the actions of the applicant? Yes No (3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? Yes No Explain: (4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the same terms of [tie ordinance and work unnecessary and undue hardship on the applicant? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit any prohibited use to be established or re- established: Yes No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes No (8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area involved or otherwise detrimental to the public welfare? Yes No Explain: Application for Development Approval, Form ADA.32000 Page 6 February 2002 Town of Gulf Stream H. Projects Requiring Rezoning IV.H.1. What is the Future Land Use designation of the project site? IV.H.2. If the project involves a rezoning, Zoning Code text change, Future Land Use Ma p change, Comprehensive Plan text change, or 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. Application for Development Approval Form ADA.2000 revised 618100 Page 7 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area I Li/ 6-79 Effective Lot Area FAR Calculations EXIiTI G 00 D N� � NEW � 1 NETZ� ' 1St Floor Living 1k& 3 N /.4 N/ A 1 6 3 Ceilings over 15' (double) N`,4 NSA tjA 2 "d Floor Living x'14 fV144 N//- 1St Floor Covered (porches, overhangs > 2 %') P�v/ 32L� fled 2' Floor Covered 1V1,1 IVI- . Nl/¢ Awnings > ' and screen enclosure at 50% � /V/* N /I�- Garage Gross Floor Area Out Buildings Total Floor Area Proposed 272-' V p�,6 3 (vZ0 First 20,000 X .33 Over 20,000 X .20 Total Allowable FAR Per Manual Total Hardscape Area NOV 0 8 2008 Tcj.,r: of C,!f Required Landscape Area (lot size x 40 %) Actual % Landscape Open Space Area Deputy /Constitems /Sitedata /11 /01 Cqe VC N SCALE: 1"=20' JOB NO. 61836 02/06/08 FIELD LOCATION OF IMPROVEMENTS 07/24/08 WOOD DECK TIE IN AND TOPOGRAPHY IN AREA IN QUESTION 10/30/08 ADDED PROPOSED DRIVEWAY AND GARAGE LOT 6 i 3' CONC. kFS \ FOUND 1/2" IRON ROD AND CAP ILLEGIBLE x (D N d- O O O O O O z EASEMENT 1 6' FOUND 3 "X3" CONC. MONUMENT NO IDENTIFICATION rA CONC. PROPOSED DRIVEWAY r 26.0' LOT 4 S�3.53 8.9' 1 14 49 , h N \-8.7' o PROPOSED o N GARAGE N 26.0' F IV, W 3, 41.01, CONC. 7 w z c� z Q o' w O LL O O w N90'00'00 "W 44.72' FOUND 1/2" IRON ROD NO IDENTIFICATION L CARDINAL CIRCLE 50' RIGHT OF WAY TOTAL ANCHOR EA EMENT \ 7.85' N \ 25' FOUND 1/2" IRON ROD ANC CAP ILLEGIBLE 5.0' SOUTH OF PLATTED CORNER c� z O Ln N a ~O 6 o-1 O) :E L� Do 0 W ¢z Oe O w cn � O mw c3 O zi zw� m 7 o° C o, N 25.00' 7.72' f MAP OF BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 5, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 27, PAGE 69. PROPERTY ADDRESS: 2730 AVENUE AU SOLEIL GULFSTREAM, FLORIDA 33483 FLOOD DATA: ZONE: A5 COMMUNITY NUMBER: RWRECEIVED COMMUNITY NAME: TOWN N OF OF GULFST PANEL NUMBER: 0001 SUFFIX: D NOV 0 3 2008 LOWEST FLOOR ELEVATION: 14.35' CERTIFICATIONS: Town Of Gulf StMla T7, FL CHARLES F. CARLINO J I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE GENERAL NOTES: W CONC. / 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC J EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER RECORDS WAS MADE BY THIS OFFICE. O Q 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC V) p VERTICAL DATUM) OF 1929. SIGNED: 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND W ENCROACHMENTS. Q w Z FLORIDA LICENSED SURVEYOR /MAPPER NAMED ABOVE. RECORD DATA UNLESS NOTED. / D 0 T 5. THIS SURVEY WAS PREPARED FOR CONVEYANCE, TITLE AND MORTGAGE z FINANCING PURPOSES IT IS NOT INTENDED FOR CONSTRUCTION USE. PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE Z WOOD cn J � w DECK O cn w WATER (MOVEABLE ¢ 1 ° >- x PER CLIENT) I O j O 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN Z Cf) L- 00 THE FLORIDA STATUTES) % w o cn j L, F' IV, W 3, 41.01, CONC. 7 w z c� z Q o' w O LL O O w N90'00'00 "W 44.72' FOUND 1/2" IRON ROD NO IDENTIFICATION L CARDINAL CIRCLE 50' RIGHT OF WAY TOTAL ANCHOR EA EMENT \ 7.85' N \ 25' FOUND 1/2" IRON ROD ANC CAP ILLEGIBLE 5.0' SOUTH OF PLATTED CORNER c� z O Ln N a ~O 6 o-1 O) :E L� Do 0 W ¢z Oe O w cn � O mw c3 O zi zw� m 7 o° C o, N 25.00' 7.72' f MAP OF BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 5, PLACE AU SOLEIL, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 27, PAGE 69. PROPERTY ADDRESS: 2730 AVENUE AU SOLEIL GULFSTREAM, FLORIDA 33483 FLOOD DATA: ZONE: A5 COMMUNITY NUMBER: RWRECEIVED COMMUNITY NAME: TOWN N OF OF GULFST PANEL NUMBER: 0001 SUFFIX: D NOV 0 3 2008 LOWEST FLOOR ELEVATION: 14.35' CERTIFICATIONS: Town Of Gulf StMla T7, FL CHARLES F. CARLINO J I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE GENERAL NOTES: W CONC. / 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC J EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER RECORDS WAS MADE BY THIS OFFICE. O Q 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC V) p VERTICAL DATUM) OF 1929. SIGNED: 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND FLORIDA ENSE .:5044 ENCROACHMENTS. Q LL 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH FLORIDA LICENSED SURVEYOR /MAPPER NAMED ABOVE. RECORD DATA UNLESS NOTED. w 5. THIS SURVEY WAS PREPARED FOR CONVEYANCE, TITLE AND MORTGAGE FINANCING PURPOSES IT IS NOT INTENDED FOR CONSTRUCTION USE. PERMITTING FOR ADDITIONAL CONSTRUCTION ETC. MAY REQUIRE Z ° ADDITIONAL INFORMATION WHICH CAN BE OBTAINED FROM THIS OFFICE. w 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN Q PHYSICAL IMPROVEMENTS AND /OR LOT LINES, IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 61G17 -6.003 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) GT SURVEYING SERVICES, INC. P.O. BOX 211747 WEST PALM BEACH FLORIDA 33421 -1747 OFFICE: 561 - 753 -0353 FAX: 561- 753 -0342 E -MAIL ginogts @aol.com I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE FOUND 3 "3" SHOWN HEREON AND THAT I AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR CONC. / NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND /OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 7.70'-\ DOENNTIF CATION 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLO 'D4STAT . 7.83' SIGNED: GINO FUR O SUR YOR AND MAPPER FLORIDA ENSE .:5044 FLORIDA CERTIFIC TE OF AUTHORIZATION NO.: 6026 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR /MAPPER NAMED ABOVE. I CONC. I 1 LOT 4 ' I izss' I C°' I 1 d -d 18' MIN, I1BV CROWN OP RD. PRINCIPAL 30' ACCESSORY STRUCTURE (2 CAR GARAGE): j725.F. REF. PIN. 5LABr.50' N. G. V.D. MINOR ACCE55ORY 25' LOT6 I of I I 1: �, I af OI I w 12' 01 ° I I 170Q o w I U) v GEAR S'B' I FOR EXISTING O Z FOR {1CCESSORY O z a F- IT I WOOD DECK ST�UCTURE. SEE CIVIL DWGS = b l 'j W PRINCIPAL I I I I o p ILA 15' LOT G i U g zO NIA °mO' 1 z I I I I I X I PRINCIPAL I 1 I I w I w 1 I '=={ EASEMENT i I 1 DISC, DISC. , ' I I I I EXISTING I I I I `ONO. 1 I I F�li' DISC. I I I O >- ILA ) H EXISTING P-ROCK DRIVEWAY U) uiUlU LLw - N79•1 j -40, w Q U � vi 13 - -- - -- "W - - -- N90.00'00 44.72' S ATE PLAN CARDINAL CIRCLE 50' RIGHT OF WAY TOTAL AREA CALCULATIONS EXISTING FLOOR U/A AREA .......................... 1,5C;9 S.F. TOTAL U/A AREA ......... ............................... 1,5G9 S.F. NEW 2 CAR GARAGE ...... ............................... 572 5.F. NEW OVERHANGS ......... ............................... 324 S.F. EXISTING GARAGE ......... ............................... 294 S.F. EXISTING OVERHANGS ... ............................... 8G I S.F. TOTAL AREA ..................... ........................ F58in-F. I z l O O n I N ¢o _J W I �C3) no EXISTING O a z P-ROCK 1 O LJ _J MOTOR COURT p N ¢ O m Q I w 0 O Z = I 1z a� m I I I I' I PROJECT LOCATION MAP Wi J I O� I; Lu li Lu II LEGAL DESCRIPTION LOT 5. PLACE AU 50LEIL, ACCORDING TO THE FLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AND FOR PALM BEACH COUNTY. FLORIDA. AS RECORDED IN THE FLAT BOOK 27. PAGE G9. LOT CALCULATIONS AREA OF LOT: 14,679 S.F. %D OF BLDG. COV. TO TOTAL LOT: 24.0% %D OF A/C SPACE TO TOTAL LOT: 10.7% i (15T.T.S GENE NarrN�'A�N„m,NxExeael T. �� a c0020IA NLMUCH R._..<IrtM.C. �'e, �r9KTwL xo00 NO MerRrv.V.� ®C8r['/a110 ALL aN�R6 A•orT ufi ce� ��N �GW�raSn�rt alemtxl�malE Tw. M W.A INW.9. iOmll Arc YMe 29. 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G0.00>L A9MaGIH2Dl. we:��. ®wWUh psr��r'iKM rac �ro 1.4mur ru CaBUrnox rtPU RNC wO wrrml6ld[/LL wbiG ca,oz,esmxnA,7. tAU.alelq MµD nxAaa nmxw enAUamusa�wx zl� �� conoertlmtecma.art mvu ax nxn� wnn rac zw.,. cC'tjcaEµttCOrer9 nOrrDrM � ra.warw 9rta wnnne u.e9weeme MApMUM fiD1V RATE$ AND CONSUMPTION TABLE.. emcmrx�c w �°"roiw,ir xri rti2uzLf41'ic'6m'w ` ema,_ -nw. cnrrw:m rze•,uIU1.I NO am gas eanol rr,aT N.e9iEMnee'RCr 0�a0.a9/.9�unt�xL Y lerwta R,mm 29Ltxi�ep�e1f¢MM nmLro wNr,W A�ae r�l --AT- AREA uir anairr A.�ArM�DO �wv ��5,xm arrDr rzw.n• anD x9rr�nm„ear� AREA CALCULATION CRITERIA 5EC 70-:'0 FLOOR AREA CALCULAnCN FOR FURF05E5 CK COMPUTING THE FLOOR AREA RATIO, FLOOR AREA SMALL BE DEFINED AS FOLL(WV5. TLOOR AREA SMALL MEAN THE GRO55 FLOOR AREA OF A STRUCTURE A5 MEASURED FROM THE OUTSIDE OF THE IXTERIOR WALLS AND SMALL INCLUDE OR EXCLUDE THE FOLLOMNG; (1) ALL FLOOR AREA UNDER A 50LJD ROOF WHETHER OR NOT THE AREA 15 ENCLOSED WITH WALLS I.E. PORCHES, BALCONIES, BRPFIEWAY5, ETC.) SHALL BE (NODDED. (2) AVEA UNDER AWNINGS WITH LEG SUPPORTS OR TH05E THAT EYRNO MORE THAN TNRPE FEET CUT FROM A STRUCTURE SMALL COUNT AS CNE -HALF SMALL BE INCLUDED. (3) FLOOR AREA UNDER CEJUNGS WHICH ARE HIGHER THAN 15 FEET SMALL COUNT AM Di'U5LE (4) AREAS UNDER 5CFXM ENCLOSURES SMALL COUNT AS HMI. (5) AR'EA5 UNDER EAVE5 OR ROOF EMNSION5 OF 2 112 FEET OR LESS SMALL NOT BE INCLUDED. (G) ARCA5 IN BASEMENTS SMALL NOT BE INCLDED. (7) ARIA5 IN ATTICS THAT CANNOT BE USED FOR LIVING AREA SMALL NOT BE INCLUD® IF THE CEILING HEIGHT DOES NOT EMCEED G 112 FEET AND THERE AREA NO WINDOW5. (ORD. NO. DO -1. 4 28. 3 -10-00) SEC 70-71 FLOOR AREA RATIOS FLOOR AREA RATIO (FAR) 15 THE RELATIONSHIP BETWEEN A BUILDING-5 TOTAL FLOOR AREA AND THE AREA OF THE LOT IT SITS ON. IF A BUILDING 15 2.500 SQUARE FEET AND E SOTS ON A LOT OF 1 0,000 SQUARE FEET. IT5 TAR' 15.25. TH15 DIRECT RELATIONSHIP RESULTS IN THE ABIUTr TO BUILD BIGGER HOMES ON BIGGER LOTS. WHILE A RATIO Of TOTAL FLOOR AREA TO LOT 51ZZ SUCH AS .25 MAY BE APPROPRIATE FOR SMALLER LOTS. ON LARGER LOTS THE RESULT CAN BE UNNECE55APLLY AND INAPPROPRIATELY LARGE HC ME.5. THIS 15 PARTICULARLY A PROBLEM WHEN TWO LOTS ARE COMBINED AND ARE NOW TWICE AS LARGE AS THE LOTS NIXT DOOR TH15 SECTION PROVIDE5 A METHODOLOGY FOR MAINTAINING A REASONABLE OPPORTUNITY TO BUILD LARGER HOMES ON LARGER LOTS. WHINE RECOGNIZLNG THAT THE PELATIOON5MIP TO THE SCALE OF AN EX15TING NEIGMBCWIOODI5 AN IMPORTANT COMMUNITY CHARACTER CONCERN. IN ORDER TO ESTABLISH A SLIDING SCALE WHICH REDUCE5 FLOOR AREA RATIO YIELDS ON LARGER LOTS; THE FOLO ANG TAR' STEP DOWN SMALL BE USED; TAR' CALCULATIONS I I BUILDING SET BACK CRITERIA 5EC 70-74 SETBACKS. (a) MINIMUM BUILDING 5ETBACK5. THE FOLLOMNG TABLE PROVIDE5 THE MINIMUM REQUIREMENTS FOR PRINCIPAL AND MINOR ACCE5509Y STRUCTURES. THOSE ACCE550RY STRUCTURES NOT DEFINED AS TAINOR' SMALL MEET THE SAME 5ETBACK5 AS PRINCIPAL STRUCTURES. GULF5TREAM TAACE AU 50LEIL D15TPICP FRONT PRINCIPAL 30' ACCESSORY STRUCTURE (2 CAR GARAGE): j725.F. MINOR ACCE55ORY 25' 0.24 Sw�DE PRLNCIFAL NOTE I I 0.33 L-u U MINOR ACCESSORY 12' �TRPET PRINgPA1 za V MINOR ACCESSORY IT 5� REPOT PRINCIPAL 20' �O@tl MINOR ACCE55ORY 15' Alms PRINC IPAL NIA °mO' 1 MINOR ACCESSORY WA PRINCIPAL 30' 3a MINOR ACCE5509Y 1 2a I TOTAL OF BODI5IDE SEIBACICS SMNl BE A MNMUM OF 3(Fb a LOT WIDM; 1,DWEVER NO SINGE SEEBa[:R SHNL BE X.<c THIN 15 PET. 5FECAL SETBACK REQUIREMENT5: (1) EFFECTIVE LOT AREA. ALL SETBACF5 5MALL BE MEASURED FROM THE LOT UN[5 E5TABU5MED UNDER THE EFFECTIVE LOT AREA DEFINITION. (2) DRIVEWAYS. A FIVE FOOT MINIMUM 5EMACK 15 REQUIRED EXCEPT FOR THE DRIVEWAY APRON. (3) PATIOS AND DECC5 UP TO EIGHT INCHES HIGHER THAN HIGHEST ABUTDNG GRADE. THE SETBACK 15 A MINIMUM OF THREE FEET FROM ALL PROPERTY UNE5. (4) WALLS AND FENCES ADJACENT TO 5TREET5. NO SETBACK 15 REQUIRED PROVIDED THE WALL OR FENCE 15 LOCATED ON THE PROPERTY MOT ON THE RIGHT -CF -WAY) AND AT (PAST FIVE FEET FROM THE EDGE CP THE PAVEMENT. WALLS AND FENC5 IN THE OCEAN DISTRICT SMALL BE A MINIMUM OF 12 FEET FROM THE A I A RIGHT -OF -WAY LINE. AT 5TREET CORNERS, A V15181UTY TRIANGLE SHALL BE PROVIDED FOP, A MINIMUM DISTANCE OF 10 FEET IN BORN DIRECTICN5 FROM THE INTERSECTING POINT OF PROPERTY UNE5. NO WALL OR FENCE SMALL BE LOCATED IN THE VISIBILITY TRIANGLE (5) A DETA01ED ONE STORY ACCE55ORY STRUCTURE OF MORE THAN 300 5.F. SMALL BE SUBJECT TO THE SAME 5ETBACK5 A5 THE PRINCIPLE 5TRUCTURE (ORD. NO. 00-1. 44 2G,29,30,3 -10.00) 1 F.A.R. CALCULATIONS AFPKOVED D.A.R. JOB NO 08 -0525 REVLQOM Q� ACCESSORY STRUCTURE (2 CAR GARAGE): j725.F. TOTAL STRUCTURE AREA: .F.� ACTUAL FLOOR AREA RATIO: 0.24 (3,560/ 1 4,679) E U �� ALLOWABLE FLOOR AREA RATIO: 0.33 MAXIMUM ALLOWABLE STRUCTURE AREA: 4,844 5.F (I 4,679 X 0.33) ABBREVIATIONS AF.f, ABCNE FINISHED FLOOR ALUM. ALUMINUM ANOO. ANCD® W. BOARD 80.5. BOTTOM OF SEAM CAB. CABINET O.G. COILING 0.05. C05E7 CLOT C Fllt CMU. CONCRETE 1t5CNRY UNIT CNTR COUNTER COI. CCU.M/ CCNC. CCNaWIT CONT. CONTINUOUS Cr. CE cTHE D5L. DOUGE DN. DOAN DR DOOR on DETAIL DWG. DRANBNG D.R. DRAWER EA. EAOI EL. BEVATICN ELEC. 5ECTRICq ELEV. ELEVATION to. ECUAL EQUIP. fCLv%ENT GIST. 035TING DOT. D(TERICR FBD, FIBER DOARD FD. FLOCRDRAIN FE FIRE DaINGUSHER FIN, M1511 FIR FIDCR FRP. FIBERgl55 REINF. PLASTIC F V. FIELD ITRIPY GA. GAa GALV, GNVANZED GC. GEaERAt CONTRACTOR GL. CLASS GYP. SD. GYPSUM BOARD I.M. ICE MMPR INT . IW14CR Hc, HANpC.P ACCE5N5_f H M. HO .CW METAL HT. HBGNT JST. JOST LAM. !LAMINATED LAV, LAVATORY MPNUF. MAIRUFACTL ID MAY. MAXIMUM MECH. MEOLANCAL MIN. MNIMU.I M15C. MISCEUANEOUS MID. MOLDING M.O. MASONRY CPENNG M.T. METAL THRESHOLD ARD. MOUNTED MT.. METAL M MULLION NIC, NOT IN CONTRACT TUTS. NOT TO _--f O.C. ON CENTER OD. CUT5IDE DIAMETER CPNG. OPENING OPT. OPTIONAL PL PLATE FNM. PLASTIC LAMINATE PLYWO. FL WcCO PAIL PANNE. P.O.S. POM OF SATE FR PAIR PREP, PREPARATION M. PAINIPD CT. QUARRY TILE RA RETURN AR RAD. RADIUS Rf- REFERENCE RECfPT. RECEPTACLE REINF. REINFORCED REDO. REQARED RM, ROOM R.O. RCUQU OPENING 5.C. SOLID CORE SOH®, SOIEDIAE SUM. 51MLM 5TO. STANDARD 5Tl STEEL STRUO. STRUCTURAL w5P. 5U5PEND® TEAM TEMPERED TYP. "CAL U.N.O. UNE55 NOTED OMERW15E U.O.N. UNLESS ODPR1M5E NOTED ACT. VIM CCMPOSNICN Tu vERT. vmnC vi-C.I. VtM LOCATION CM JOB w W TH 1M0 WITHOUT W C. WATER CLOSET W0, WOOD W.H. WATER HEATER WIN. WINDOW WSCT. WAINSCOT NOV 0 3 2008 T c wn, ..s ^,a1F o4. Ilua ♦r� INDEX TO DRAWINGS /- ARCHITECTURAL T A -I ARCHITECTURAL SITE PLAN A -2 FLOOR * ELECTRICAL PLANS AND FRONT, RIGHT SIDE, LEFT SIDE, d REAR ELEVATIONS A -3 FOUNDATION * ROOF FRAMING PLANS AND TYPICAL WALL SECTION A-4 STRUCTURAL NOTES * DETAILS '6 YATES RAINHO ARCHITECTS INC. CUSTOM • RESME?17AL • CN PR(IAI, AA- 0007536 5707 SOUTH DDUE FIIOBWAY, SUITE S WFST PALM BEACH, FL 33405 TEL: 561493 -15M FAX 561493 -1560 EMAIL: T,ada @ibdI -dL t avx.yn -0�L9LCwD e1'Bw ® o D.ATEMAY 19, 2007 AFPKOVED D.A.R. JOB NO 08 -0525 REVLQOM O z E E U �� r tw' Ln L-u U _mil , � <7 O 0 Q O Q z Q V 5� PERMIT SUBMITTAL SET 10 -30 -08 SEAT. FI KERMH C. WHITE F70RIDA A120017761 9iEE1 NO. A -1 4 SH-5 CaPyripM 02008 Ya1w Rai,d,D A,cNIeW LIe. E HBA 3' -O 1 1'47 12'47 4LLb (MOUSE) rICTRICAL FLOOR PLAN NOTE5 SWING MINER 1. P111NND01V5 ANp G1A5,5 ENCLOSURES YAM SILLS LE55 TNAN 6a ABOVE FLOOR Ai TUDS NIO SHOAERS � DWR (MATE I r -a x c• -e' SuDING 2. REFER iO GENERAL NOTES CH SHEETNI T - - - - -j NONBEARING FRMI® GLASS DOOR L - - -- 0RMODEN ICNN WALL ABOVE 3. REFERTO5TRUCTURAL DRAWNG5FM 01 LL u Nt S 22SCC ACE N� ror.rl -� -y.J i sTla ACCESS x� N3' REFERENCED PROM THAT ROCM5 FLOOR ELEVATION. ELEVATION 24'-5' b 1 ilr Illlr /11111/11 b i40.7p3+40.7 �1�111�1�111�1 1111�11111�1i111.11 ]sill 1111111.111111 r-------------- --- - - - - -- 7 4. New 2 Car IIIlrI1111r11111111111rI11I1111I1I 111 lr III1iI.fIto14 1:' Garage 4 x I LINE CP F O.H.D. FIAT CLG ABOVE FROM REF. N3 R l FIN. PLaD N; I � PANEL ty I I I 2 -6' X 2' -6' FG I - m MUroNs I z V oass0samaaso 'T§ I a`O`XT -C` OVERHEAD R' METAL GARAGE DOOR O PANEL W/ FA PAM, 49(2 I/2' MIL SMOOTH STUCCO 0N5111ATED, CH DUSTING) I G'47 - '4• 2G'-0' FLOOR PLAN SCALE: 1/4'- I'-0' 4LLb (MOUSE) rICTRICAL FLOOR PLAN NOTE5 WALL LEGEND 1. P111NND01V5 ANp G1A5,5 ENCLOSURES YAM SILLS LE55 TNAN 6a ABOVE FLOOR Ai TUDS NIO SHOAERS NON- BEARING FRAMED SHALL BE TENDERED. CCNSTRUCTICN 2. REFER iO GENERAL NOTES CH SHEETNI T - - - - -j NONBEARING FRMI® AND NOTE50N 5TRUCTLRAL DW65, L - - -- 0RMODEN ICNN WALL ABOVE 3. REFERTO5TRUCTURAL DRAWNG5FM 01 TIE BEAM INFCRMATICN. MA50 �, ® RUC7ICN ALL VERTICAL ELEVATION DATLM FOLLOWED BY'A F.F.• 6 ror.rl -� -y.J i sTla REFERENCED FROM THE a -a FINISHED MOCK. IF NOT fIXLOWED BY'A.F.f 'THE VERTICAL ELEVATION 15 - REFERENCED PROM THAT ROCM5 FLOOR ELEVATION. ELEVATION Ilr li' t111n1111r11111111111rIIt11r1I1111111IIr111111111111I11111IF (TYPICAL. SELECTION BY OWNER ELE 5YMBOL5A 4LLb (MOUSE) rICTRICAL Y BOA 538rd Ell WA51 M J LI_ -c ® GARAGE 49(2 I/2' MIL I �M pCAVNSPdJT 01 (I1'P, 2) 8 META- RAIN GUTTER ror.rl -� -y.J i sTla SCALE: 114- I'-0' - N.T.5. NEW WpO, ELEVATION Ilr li' t111n1111r11111111111rIIt11r1I1111111IIr111111111111I11111IF (TYPICAL. SELECTION BY OWNER 1 ilr Illlr /11111/11 11111 i40.7p3+40.7 �1�111�1�111�1 1111�11111�1i111.11 -A.FX. \� 42- A.F.P.Tp 22v G ATTIC G.F.I. (5-2) ACCE-15 WT 5W. LIGHT 4 cunET (VLW) B 3) 42- A.F.F. \ G.F (B .I. \ \ u 42- A.F.F. G.F.I. m \ m (114) m N N r------- - - - - -- -- ---- - - - - - -7 GARAGE I I I fp OPENER 42'A.F.F.I I (VLOJ) G.P.I. 9 (B-2)I I I I I PANEL 9'------ I - RPMOTE KEY PAD \ NLOJ) (B-3) ELECTRICAL PLAN 5CAI2 : 114' - I'47 CONNECT LIGHT: TO SENSOR VERTICAL WOOD SIDING (TYPICAL. MATCH E1151T.) WOOD SHAKE ROOF ("CAL, MATCH EX151T.) 12 t IS VERTICAL WOOD SIDING "CAL MATCH EXI51T.) WOOD SHAKE ROOF r YMCAL. MATCH Da51T.) (MOUSE) B 12 3 I Ulf NA0.7 , . BOA 538rd Ell WA51 M J LI_ -c ® GARAGE 49(2 I/2' MIL I AMOORM 5TUCC0 pCAVNSPdJT FINISH OVER C.M.U. (I1'P, 2) (MATCH IXISTING) META- RAIN GUTTER ror.rl -� -y.J i sTla SCALE: 114- I'-0' - N.T.5. NEW WpO, ELEVATION Ilr li' t111n1111r11111111111rIIt11r1I1111111IIr111111111111I11111IF (TYPICAL. SELECTION BY OWNER 1 ilr Illlr /11111/11 11111 i40.7p3+40.7 �1�111�1�111�1 1111�11111�1i111.11 ]sill 1111111.111111 cWj 4. -..• tsIi1111111111111111111111111111I1111r I� 111Bt11t�1�11111�1n IIIlrI1111r11111111111rI11I1111I1I 111 lr III1iI.fIto14 1:' -539 FN ... _53.3,P - 4iFt'sm�:I :��1:1��1:1�: 511: a: LIIIl�I�1 :1��I11r11111'Iti:'�.f :Irl ;I:lriit � s U s c 1'Q' z V oass0samaaso 'T§ -_ 49(2 I/2' MIL SMOOTH STUCCO DOWNSPOUT FINISH OJER C.M.U. (Il'P. Of 2) (MATCH E%ISTING) FRONT ELEVATION SCALE: 1/4 -- 1'-0' •- CONNECT LIGHT: TO SENSOR VERTICAL WOOD SIDING (TYPICAL. MATCH E1151T.) WOOD SHAKE ROOF ("CAL, MATCH EX151T.) 12 t IS ELECTRICAL NOTES I. PROVIOe cn ORCUrs roR ALL BAIHROCM. DORADO exNeacR OUIIfTS ANO A9 SnOWN ON PLANS. NlV,K2,5VNL @ MINI COPRR UNIE93 NOiEO OTHIERWtSE - KNFY 14181 BU1nBL 2. Eu'c'rwc nxlwwrwN ANO Arw+X:lS 5wal Ix u.l APPROVED AS PEA CCMRACi. 3. ALL WORK SNALL CONFORM TO NATKh4L pLCIgCAI COR AD All APPNCA&L ORDRWIQS AO UWS. 4. RCMIXIS ALCVTA9L 3. /IEID KREY IDGnCN OF FP.L EILLTILC fRR- DLSCONNECi3. COOIB m IDCA1oN5 OFWPF.n OUnET3. nGSEBIE09. ^lICM2R5. AO conorxsRlc uNRS. Erc. vmn Acnw eLrciuc M -CE LOCAT RO G. T NWE[R CRRECtRA(]E5 PBf �ICAi® CIRLLIi SMALL B[ PERPPILCPBIE COOd. J, COW[Oi ALL N[W FIXNR155 iO3PANR CRtL11N51N rnsnNC (GARAGE) (EXTERIOR) (MOUSE) PAIL -- iYaw +4D.7y NA0.7 , . BOA 538rd - 533y . WA51 M J LI_ -c Llu�j el 49(2 I/2' MIL I AMOORM 5TUCC0 pCAVNSPdJT FINISH OVER C.M.U. (I1'P, 2) (MATCH IXISTING) REAR ELEVATION ror.rl -� -y.J i sTla SCALE: 114- I'-0' - ELECTRICAL NOTES I. PROVIOe cn ORCUrs roR ALL BAIHROCM. DORADO exNeacR OUIIfTS ANO A9 SnOWN ON PLANS. NlV,K2,5VNL @ MINI COPRR UNIE93 NOiEO OTHIERWtSE - KNFY 14181 BU1nBL 2. Eu'c'rwc nxlwwrwN ANO Arw+X:lS 5wal Ix u.l APPROVED AS PEA CCMRACi. 3. ALL WORK SNALL CONFORM TO NATKh4L pLCIgCAI COR AD All APPNCA&L ORDRWIQS AO UWS. 4. RCMIXIS ALCVTA9L 3. /IEID KREY IDGnCN OF FP.L EILLTILC fRR- DLSCONNECi3. COOIB m IDCA1oN5 OFWPF.n OUnET3. nGSEBIE09. ^lICM2R5. AO conorxsRlc uNRS. Erc. vmn Acnw eLrciuc M -CE LOCAT RO G. T NWE[R CRRECtRA(]E5 PBf �ICAi® CIRLLIi SMALL B[ PERPPILCPBIE COOd. J, COW[Oi ALL N[W FIXNR155 iO3PANR CRtL11N51N rnsnNC (GARAGE) (EXTERIOR) (MOUSE) PAIL -- iYaw �� TzaoTl I 2001 250 1 I 12200 N iPm.Aav N I.sw I BOA �Mi L I I I200A WA51 M J LI_ -c Llu�j el 4c.Dy I i I I 1 I OVEN I Illlr Illlr Illlr I ---C I - - " - -- -- - - ror.rl -� -y.J i sTla - 7,500 VA. ELECTRICAL RISER DIAGRAM OO1LD - - - - - -- exlsnrlc ra RtSANN N.T.5. NEW WpO, 3 WOOD SHAKE ROOF (TYPICAL, MATCH M51 SCALE: 114'- I --O' . FEE] .., +4a7y IrI1111rI1111n11I1rI1111rI1111n1I11rI1111n1111rI1111n1111rI1111nllllrll -r=i - 4,707 VA rf!n -4.500V DISHWASHER r WA51 M - 1,500 VA. DRYER 4c.Dy IAIINDRY - 1,500 VA- OVEN SMOOTH STUCCO MN15H OVER C.M.U. (MATCH E%15TING) Illlr Illlr Illlr 111 �rlllr NOTE GARAGE DOOR TO BE 4 RAISED RAISED PANEL METAL DOCKS. (MATCH EXISTING) - 7,500 VA. RIGHT SIDE ELEVATION SCALE: 114'- I --O' SCALE : 114- - I'4T I" IrI1111rI1111n11I1rI1111rI1111n1I11rI1111n1111rI1111n1111rI1111nllllrll eeoo��ea��ooee - 4,707 VA (3) SMALL APPLIANCE 9 I.5 KW EA. -4.500V DISHWASHER -1,500 VA WA51 M - 1,500 VA. DRYER - 5,000 VA IAIINDRY - 1,500 VA- OVEN 1 Ilr Illlr Illlr Illlr 111 �rlllr MUUMUU - 7,500 VA. ELECTRIC WATERHEATER - I. Soo VA Ilr li' t111n1111r11111111111rIIt11r1I1111111IIr111111111111I11111IF Illlr Illlr �Illlr 1 ilr Illlr /11111/11 11111 11111111111111IIIIrIII11N111111111111111111111rr1111I1111111111n1111r111 IIII�IIIII�I�III�IIIII�IIIII�IIIII�IIIII�I�III�Ip11�11111�111U�11111� IF1�11111�11111�IIIII�IR11 �1�111�1�111�1 1111�11111�1i111.11 ]sill 1111111.111111 cWj 4. -..• tsIi1111111111111111111111111111I1111r I� 111Bt11t�1�11111�1n IIIlrI1111r11111111111rI11I1111I1I 111 lr III1iI.fIto14 1:' .. 4iFt'sm�:I :��1:1��1:1�: 511: a: LIIIl�I�1 :1��I11r11111'Iti:'�.f :Irl ;I:lriit � s U s c 1'Q' z V oass0samaaso Z oass�sa�aasm mass�samaasm SCALE : 114- - I'4T NEW PANEL 'B' CALCULATIONS HVAC (HEAT WORSE CASE) ® 65% - O.O K.V.A. X 0.65 - 0.0 K.V.A 15T 1 O K.V.A. 9 100% - 2,7 K,V,A. X 1.0 - 2.7 K.V. REM. K.V.A ® 40% - 0.0 K,V,A. X O4 - 0.0 K.V.0. TOTAL - 2.7 K,V.A. TOTAU24O - 2.7 K,V.AJ240 - 11.3 AMPS. 3 Im + 6'-0' T.O.TB_ ® GARAGE METAL RAN GUTTER. "CAL. SELECTION BY OWNS _ ± PL EIEV + GARAGE J +8= 0.7.0.70. YY� BY OWNS + a4r `RECEIVEDL. NOV 0 3 2008 F n I i.u:.. bA II. . FAULT CALCULATIONS A.I.C. PER F.P.L. NGCRSE CASE) 20.633A STA 1- 2.00. 1W. 20.333 - 1.65 10,500. 24aV M- I -0.377 7.-f ♦ 0.377 . 20.833A - 7,361 A 5YM.ETRIG SERVICE CALCULATIONS =45TING S DJARE FOOTAGE - 1$69) A -2 eeoo��ea��ooee - 4,707 VA (3) SMALL APPLIANCE 9 I.5 KW EA. -4.500V DISHWASHER -1,500 VA WA51 M - 1,500 VA. DRYER - 5,000 VA IAIINDRY - 1,500 VA- OVEN - 12,000 VA BATHROOM CIRWIT5 - 1,500 VA NC 9 1005 - 7,500 VA. ELECTRIC WATERHEATER - I. Soo VA Q � � cWj I� "J V O > O ©assr�sa�aaso s U s c 1'Q' z V oass0samaaso Z oass�sa�aasm mass�samaasm mass�sa�aasm mass0sa��aasm mass�sa0aasm mass��sa ©aaso mass��sa��aasm mass��s- ��aasm ♦rF � - rl.11•: NEW PANEL 'B' CALCULATIONS HVAC (HEAT WORSE CASE) ® 65% - O.O K.V.A. X 0.65 - 0.0 K.V.A 15T 1 O K.V.A. 9 100% - 2,7 K,V,A. X 1.0 - 2.7 K.V. REM. K.V.A ® 40% - 0.0 K,V,A. X O4 - 0.0 K.V.0. TOTAL - 2.7 K,V.A. TOTAU24O - 2.7 K,V.AJ240 - 11.3 AMPS. 3 Im + 6'-0' T.O.TB_ ® GARAGE METAL RAN GUTTER. "CAL. SELECTION BY OWNS _ ± PL EIEV + GARAGE J +8= 0.7.0.70. YY� BY OWNS + a4r `RECEIVEDL. NOV 0 3 2008 F n I i.u:.. bA II. . FAULT CALCULATIONS A.I.C. PER F.P.L. NGCRSE CASE) 20.633A STA 1- 2.00. 1W. 20.333 - 1.65 10,500. 24aV M- I -0.377 7.-f ♦ 0.377 . 20.833A - 7,361 A 5YM.ETRIG SERVICE CALCULATIONS =45TING S DJARE FOOTAGE - 1$69) A -2 GENERAL LTG 9 3Wf5.F. - 4,707 VA (3) SMALL APPLIANCE 9 I.5 KW EA. -4.500V DISHWASHER -1,500 VA WA51 M - 1,500 VA. DRYER - 5,000 VA IAIINDRY - 1,500 VA- OVEN - 12,000 VA BATHROOM CIRWIT5 - 1,500 VA NC 9 1005 - 7,500 VA. ELECTRIC WATERHEATER - I. Soo VA TOTALD05TING - 44.207VA NEW LOAD ADDED - 2.700 VA. TOTAL LCAD - 46,°07 VA. HVAC 9 1005 - 7,500 VA. X I .O - 7,500 VA 15T 3,000 V.A. 9 100% - 8,000 V.A. X 1.0 - 8,000 VA. BALANCE VA 9405 - 31,400 VA. X 0.1- 12.50MA TOTAL - 28,063 VA. TOTAL/240 - 25,063 VAJ240 - 117 MPS. YATES RAINHO ARCHITECTS XINC. CUSIOM • RI MMa AA- 0002536 5707 SOUTH DIM HIGHWAY, SUITE 8 WEST PALM BEACH, FL 33405 TEI- 5614931500 FAX 561493 -1560 EMAIL' y1.d.@bdb.Ih- K.aai� R® ®uvT� T� DATEMAY 19, 2007 APPIt.OVE :OAR. JOB NO OB -0525 REVOONS PERMIT SUBMITTAL SET 10-30 -08 SEAL KERMIT C. WHITE FLORIDA AR0017761 9#iT NO. O A -2 OF 4 Z Comi&O 2008 Y-R W, AICNI-II= d 2 Q w j z E V Q � � cWj I� "J V O > O s U s c 1'Q' z V Z PERMIT SUBMITTAL SET 10-30 -08 SEAL KERMIT C. WHITE FLORIDA AR0017761 9#iT NO. A -2 OF 4 SHTS Comi&O 2008 Y-R W, AICNI-II= 2V-O. I'� I'- I CI "I. 4' -2' I G'-0' '4' 2 G'-0' FOUNDATION PLAN SCALE: 1/4'- V FOUNDATION LEGEND M1IA?K 013 0 ooa aoo 0 I Gv r 1 Ld, MONO FOOLING W/ f2) MI5 CENT. �• -'L - -' az�.i :z x ab.3ax ax lei RO FTPUS E5 ROOF RILS55 M ® 24.O.C. I I axsjex =x I m STRAP AT EACI TMSS EMBEDDED . - -, - - -j ----- ABM ----- --- m V 0 0 x II BI • M� p B3 M M M = C3 I LrJ 13 z �Mp i FLOOR SMALL BE 4' THICK, 3,000 N' i P.5.1. CONCRETE SLAB WITH G.C. �• SUBMITTAL < IMPACT RATED U.N.O. I0'10 WWF OVER G ML VAPOR BARRIER ON COMPACTED TERMITE ® TREATED PILL (2) LAYERS W.W.F. ® 1 D GO- FEMMETER, I,`N FlN. - SLAB +7_O < < STUCCO FINISH �? 4 Y II�7 ) (BELOW 0(15T. HOUSE F.F.) rti I FI q P H FURTHER INFOWM&TICN. m ❑ 5 7YP RIC5 U PAST CM FI t ' O i � o 1011111:31 m O OOO I 00 m I'� I'- I CI "I. 4' -2' I G'-0' '4' 2 G'-0' FOUNDATION PLAN SCALE: 1/4'- V FOUNDATION LEGEND M1IA?K DESCRIPTION F I I Gv r 1 Ld, MONO FOOLING W/ f2) MI5 CENT. FOUNDATION NOTES COLUMN AND FOOTING CENTLP3UNC9, SMALL COINCIDE UNLB5 DIMONNONEO OTNMM r REFERENCE ELEVATION +04', 06 5URVEY ROT FOR NGVD AND BUILDING OINENATION. PROVIDE ISOLATION JONT5 BETWEEN INTERIOR AND B(THHCR5NABS ON GRADE: PROVIDE I/Y FELT PAPER AT THE JOINT. WINDOWS. DOORS AND ROUGH OPENINGS An TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARQIITECTURPL DRAWINGS MD WITH THE MANUFACTURERS SPECIFICATIONS. INDICATES .5 VERTICAL REINFORCING BAR U.N.O. IN CELLS PILLED VADI GROUT ENDS OF 0 n0AR5 SHALL BE HOOFED INTO FOUNDATION, BOND BFAM OR TIC BEA1,I5 WITH AN ACI STANDARD 50 DEG. HOOK. ROEARS SMALL Of PLACED AS SHOWN IN THE PLANS 5PUCE9 IN ?ENFORCING CARS SMALL NOT BE LOSS THAN 46 BAR DIAMETERS J7 - 427. AND REINFORCINC SMALL Be CONONUOUS, RATIONAL AN WAS PERFORMED TO DCTW-IINE THE 5713 REINFORCING FCR THE FOUNDATION. DESIGNED WA5 BASED CN AN AI CWN S BCARBNG CAPACITY CP 2.500 PS?. ?ENFORCING FOR FOUNDATION 5MALL BC CONTINUOUS AROUND COWL AND CIIFNGE5 OF DIRECTION WITH MC ADDITION OF A CORNER BAR 3O ALONG EACH LEG. FOR EACH BAR IN FOUNDATION. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTER?PJNCAN TERMNC, TCATM1MENT 5HOULD BE IN ACCORDANCE WITH THE RULE5 AND IAW5 AS F5TAOU5MED BY THE FLORIDA DEPARTMENT OF AGRICULTI1RO AND CON5IU1,IER 5EiVIC9. (Rn 4x2 0 ` Y �W ROOF FRAMING PLAN SCALE : 1/4' - 1'-0' ROOF FRAMING LEGEND LIAM DESCRIPTION B zsq�z:z -- - -� - J-- JL- -_. • �• -'L - -' az�.i :z x ab.3ax ax lei RO FTPUS E5 ROOF RILS55 M ® 24.O.C. I I axsjex =x I TB: ITYMfAU, 8.I G BB, (1) A5 TOP. (HIS DOTE.. T/ 8' -0 REF. PIN HR STRAP AT EACI TMSS EMBEDDED . - -, - - -j ----- ABM ----- --- ' _ >� V OVER TOP Ch OF TRLw (SEE Q r ^^ LL Q VJ x II BI • M� p B3 M M M = ` Y �W ROOF FRAMING PLAN SCALE : 1/4' - 1'-0' ROOF FRAMING LEGEND LIAM DESCRIPTION B OF2010, W5 -398 AAT, Wu- I ✓b AA'T EDOF=D, W3 -790 AAR, ft-350 ATT g3 OPIGIo. Wg- 1527 AAT,Ww G94 AAT TB: ITYMfAU, 8.I G BB, (1) A5 TOP. (HIS DOTE.. T/ 8' -0 REF. PIN HR WIND LOADING A5CE 7-02 ENCLOSED MEAN ROOF HEIGHT - 15'-0' MAX EXPOSURE C IMPORTANCE FACTOR- TO WIND SPEED - 140 MPH VELOCITY MM55URE - 3G.25 F5F INTERNAL PRESSURE CCEFFCIENT - +/- .18 (ENCLOSED) I O P5F USED FOR DEAD LOAD IN CALCULATING NET UPLIFT PRESSURES. FOLLOWING UPLIFT F11E55URE5 BASED ON ANdr -105F ZCNE I WIND UPLIFT - 42.78 P5 f. ZONE 2 WIND UPLIFT - 50.03 P5F. ZONE 3 WIND UFUFi - 50.03 PEP, ZONE 2 WINO UPIJPT (0) - 79.03 F5F. ZONE 3 WIND UPLIFT (OH) - 79.03 PST. FOLLOWING PRESSURES BASED ON Ablb -20 5F ZONE 4 4 5 MAXIMUM POSITIVE COMPONENT AND CLADDING MM55URE - +40.9G P5F ZONE 4 MAXIMUM NEGATIVE COMPONENT AND CLADDING PRESSURE -44.59 PSF ZONE 5 MAXIMUM NEGATIVE COMPONENT AND CLADDING PRE55URE - -53.65 PSP LATERAL CAPACITY OF TRD55 ANCHORS HAS BEEN CON5IOEnD ROOF PRAMNIG NOTES THE STRUCTURAL FRAMING SHOWN 15 SCHEMATIC IN NATI IRE. HOWEVER THE 5UPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE A55UMPf10M THE FRAAIMG 501M E SHOWN WILL CL05ELY PARALLEL FINAL TRU55 DESIGNERS LAYOUT. PROVIDE SHOP DRAWINGS FOR APPROVAL FAKDRE TOP PROVIDE 5HOP DRAWING5 MA'Y RESULT IN ADDITIONAL ENGINEERING. ALL PLYWOOD FOR WALL AND ROOF SHEATHING 15 TO BE I SGZ' APA RATED STRUCTURAL SHEATHING, 4020, EXPOSURE I NAKED WITH 8D ® G7G74' U.O.N. BOTTOM CP TIE BEAMS MAY BE DROPPED TO ACCCMODI.TE WHOM HEAD HEIGHTS. PROVIDE ADDITIONAL (2) A5 BARS FOR EACH 8' DROP. CONTRACTOR TO VERIFY ALL DIMENSIONS. REPORT DISCRZPANCIE5 TO TH15 ENGINEER FRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. THE BEAM DEPTHS HAVE BEEN 5ET ACCCRDING TO THE AX311TECTURAL RECXJIREIMENT5 FOR WINDOWUDOOK HEAD HEIGHTS. CONTRACTOR TO VERIFY DEPTHS AND REPORT DISCREPANCIES TO THIS ENGINEER IMMEDIATELY. ALL CONCRETE BEAMS DEEPER THAN 12• SHALL HAVE NOMINAL 8' BEARING ON SUPPORTING MASONRY. Bps - 2X4 OCTTO.M CHORD LATERAL BRACING ®8'4} BRIO - 2X4 BOTTOM CHORD DIAGONAL BRACING AS SHOWN (25'47 MAX) VXB - VERTICAL X- BRACING AS SHOWN (SEE DETAIL) LIVE LOAD - 30 P5F (1 O PSF BC FOR ATTIC SPACES) DEAD LOAD - 25 P5F (15 F5F TC / 10 F5P OLT I CONNECTORS f: SIMPSON METAL I G (15) I Od X 1 1 112 TOTFUSS FLA PA 193 (2) NMF5CN META 16 (10) IOdX I I /2TOTRLE6 FLA PA 1901 WOOD 5MIAFE ROOF O.fATO1 DO5T.) INSI FIR LOCAL CODES AND AS FETE MAN UF. INSTRUCTIONS 4 RECOMMENDATIONS ON (1) LAYER SOA FELT HOT- MCPPED TO (2) LAYER 30A FELT (TIN-TAGGED) ON I S/32' PLYWOOD 11 R 01R GRADE) SHEATHING. "LED PERPENOI OAAR TO FRAMING END JOINTS 5TAGGERED W)Od RING SHANTS (0.1 1391A. MNJ OR I Od "I ,Q C O.C. THROUGHOUT, 4.O. L. � GAM ENDS 4 4' ® DIAPMMAM BCUNOAWES. 2X2 CCPPEA DRIP EDGE CN ROIGH SAM 1X2 DRIP 5TW ON a 12 FASCIA _-MOM SAWN FINISH (IYP., MNT01 DIST.) SECURE VA(2) 1 Gd ®EA. TRU65. S' -0 A.P.F. T.O.T.B. META. RAIN GUTTER (SELECTION BY O&NM �1 T4 G W CW PINE GRADE N0.2 SOFFIT W/4' CONT. P.V.C. VIIH 3 OVFRM4WG TAPER STUCCO FCR DRIP CNN. TAPER 51UCCD FOR DRIP PREC45T RATED WINDOW SILL OR CAST -IWMAQ WINDOW SILL MATOIING THE IMPACT 51LL PROFILE (8B' 1 WNG. T (1) J5 CONTJ TO RECEIVE IMPACT RATED GUB SMOOTH STUCCO FINISH ON 8' CMU (MATCH DIST.) PAINTED (COOL TO WT01 o tST.) 3I iYP. (1) A 5 BAR IN FINID CELL CONTINUOUS FROM TIE BEAM TO FOOTING (30 LAP MN.) v �J NERIPV LOCATION WT 0 , SIRUCTVRAL DRAWINGS) J LL�N RFPERFNCE FINISHED FLOOR FIN. GRADE .p = CONNECT 4X2 In• METAL DOM'NSPCUf TO STORM DRAINAGE 1(_ ORECEIV,EI)o NOV 0 3 2W8 f- I B TYP. FILE- ENGINEERED WO TRUSSES 0 24.O.C. 11897 APPFIOVE>DAR. A -3 �J REVL9Q'14 PAMTED (COLOR MY OWNM O STRAP AT EACI TMSS EMBEDDED INTO BOND MEAM AND FASTENED G V OVER TOP Ch OF TRLw (SEE Q r ^^ LL Q VJ j G LrJ � N z �Mp N' NOTE GLAZI G5HAUL BE �• SUBMITTAL IMPACT RATED U.N.O. -SMOOTH STUCCO FINISH �? PAINTED (COLOR BY C�ER) II�7 NCTTt SEE SHEET A-2 t H FURTHER INFOWM&TICN. ATYPICAL WALL SECTION -3 SCALE: 3/4' =P -0' YATES RAINHO ARCHITECTS WINC. CUBEU88• RMIDRNDAL• C01. AA- 0002536 5707 SOUTH DIXIE II SUITE 8 WEST PALM BFACTL FL 33405 TEL: 561493 -1500 FAX 561493.1560 GO� ^� 3 DATEMAY 19, 2007 APPFIOVE>DAR. A -3 JOB NO 08 -0525 REVL9Q'14 sm O G V In Q r ^^ LL Q VJ j G LrJ � N z PERMIT SUBMITTAL SET I0 -30 -08 SEAL KERMR C. WHITE FLORIDA AR0017761 SFEET NO. A -3 OF 4 sm Capylig& 0 3008 Yaw RaiI ANetilaY I- L PROVIDE GLEAN OUT AS Q VERT. BARS ABOVE 5HOM BELOW IN WALL5 ABOVE. Q p EXTEND BARS FROM BELOW OR DOMEL. wQ PEI NOTE GAS TG POUR (MIN) WI F Q IL w Q GLEAN O T OPENING 6' -0' - O.G. WHE WALLS RE O AT Q AR L'CATI NOTES w g I1WQmI H I. GROAT WALLS IN b' -0' LIFTS. 2. SEE PLAN FOR LOCATION REINF. I HALL ELEVATION 3. GROVT TO BE 3000 P51 PEA6RAVEL 5D1 KTS. 4. SEE MA50NRY NOTES 19!32' COX PLYWOOD SHE WITH aid RINK -r5N1ANK NAILS B b' O.G. FIELD, EDGES d 4' PERIMETER TRU55 ANCHOR SEE CONNECTOR 5CNEll LE SEE ARC.HITEG7URAL DRAWIN:iS FOR OVERH.AII5 CONDITION. COFFER DRIP EDGE ON IX2 PT NAILER ON WOOD FASCIA WITH (2) Ibd NAILS TO TRIJ65E5. WA:.'. REINFORCEMENT SEE FOUNDATION PLAN FOR LOCATIONS- 8' CM WALL 2X4 BOT. CHORD LATERAL BRAGIN6 0 B' -0' O.G. (RA ) W/ (2) I&D PER MIN. 2 TRUSS LAP WOOD TRUSSES, SUBMIT SHOP DRAWINa55 FOR APPROVAL GONG. TIE BEAM OR MASONRY BOHO BEAM. SEE FRAMING RAN DOWN I. GROAT WALLS IN b' -0' LIFTS. 2. SEE PLAN FOR LOCATION REINF. I HALL ELEVATION 3. GROVT TO BE 3000 P51 PEA6RAVEL 5D1 KTS. 4. SEE MA50NRY NOTES 19!32' COX PLYWOOD SHE WITH aid RINK -r5N1ANK NAILS B b' O.G. FIELD, EDGES d 4' PERIMETER TRU55 ANCHOR SEE CONNECTOR 5CNEll LE SEE ARC.HITEG7URAL DRAWIN:iS FOR OVERH.AII5 CONDITION. COFFER DRIP EDGE ON IX2 PT NAILER ON WOOD FASCIA WITH (2) Ibd NAILS TO TRIJ65E5. WA:.'. REINFORCEMENT SEE FOUNDATION PLAN FOR LOCATIONS- 8' CM WALL 2X4 BOT. CHORD LATERAL BRAGIN6 0 B' -0' O.G. (RA ) W/ (2) I&D PER MIN. 2 TRUSS LAP 4' THICK CONCRETE SLAB W/ 6Xb 10 /10 BABARRIER 6 MIL VAPOR BARRIER MI TERMITE TREATED YELL COMPACTED SOIL. SEE 51-HEWLE FOR REINFORCEMENT 3 MONOLITHIC, FOUNDATION SDI 3/4' =I' -0' ALL GO BANLS SAFE SIZE, NMBER SPACING AS NIORIZC BARS IN FOOTING, E AND WALL5, CORNER BARS AT E (OUTSIDE ONLY) 2 G BARS AT FOOTIN9 ( �1 TIE BEAM CORNER DETAIL W PREC EL OR m TYPIG POURED BEAM SCHEDULE SEE AT _ IERI .IAMB EE- MA50WY Iw NTH AND PRO� DE AwF. RElr SILL SOLID ' 0 NDOW 51 J Q a •5 0 46' O.G. BELOW WINDOW 5HALL OPENING ELEVATION SDI KT-',. FINISH FIN15H 3 O O z 3 a� SEALANT y FILLED CELL AT . MB, TYPICAL x4 P.T. WOOD BLOCKING ALL (3) SIDES GONTINICU5 WOOD TRIM 2x8 P.T. WOOD BUCK ANCHORED TO MASONRY WITH 1/4' DIAMETER TAPCON5 0 3' FROM END AND 6' O.C.(5TAG6ERED) PROVIDE A MINIMIM CONCRETE EMBEDMENT OF 1 3/4' ANCHOR DOOR JAMB TO BUCK WITH 010 FLATHEAD NON -CORR. WOOD 5GREW5 2' LONG 0 EACH HINGE. SEE PRODUCT APPROVALS FOR OTHER REGNIREMENT5. �1DOOR BUGK SDI I I!1' =1' -0• WINDOW OR DOOR FRAME SHALL BE COMPLETED SEATED ON THE EUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE EMK, FILLED CELL AT JAMB, TYPICAL Ix4 P.T. WOOD BLOCKING ALL (3) SIDES GONTIMOL1 ANCHOR Ix3 P.T. (Ixb FOR 5.6D) TO MA50WY SILL WITH CASE HARDENED NAIL5 0 24' O.G. MAXIMUM ANCHOR WINDOW/DOOR FRAME TO BUCK WITH 1/4' DIAMETER TAPCON x 2 314' AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED 15' O.G. (EMBED 1 114' INTO CONCRETE OR MASONRY) SEE PRODUCT APPROVALS FOR OTHER REGUIREMENT5 HINDOW/56D BUGK SDI I IO'=I'-0' w>, P ^ NOV 0 3 2008 GEMENTIOUS FINISH 'd TTUn!�ANC ♦r�n/�1 ri -, -.r REDHEAD PER DATA 6ARA6E DOOR TO BE ATTACHED PER PRODUCT APPROVAL SEALANT WOOD DOOR 2xb P.T. WOOD JAMB TRIM (P.T) PLATE ANCHORED TO MASONRY WITH 1/2' RD REDHEAD WEDGE ANCHORS b' LONG, M.I. EMBEDMENT 3 I/2', 0 24'INTO CONCRETE. FIRST ANCHOR 6' ABOVE FINISH FLOOR GARAGE DOOR BUCK jDl 1 I/2'•I' -0' PROVIDE 2'14' BLOGKIN6 1 PLYWOOD SEAMS, DISTANCE 'A' FROM 6ABLE ENO. NAIL SEAMS W/ 04 1 RIN65HANK 0 4' — (EACH DE SEAM) ' SPACE AT 2'x6' WOOD FASCIA PANEL EPEE' 5 W (2) 164 • EACH TRUSS - 6d RIH65HANK NAILS AT 6' — AT PM EDGE AND INTERMEDIATE SUPPORT. 4'<DIAPHRGM BD NDAVES. H ROOF 5HEATHIN SEE ROOF FRAMIN6 SDI NT5. NOTES FOR DISTANCE A YATES RAINHO ARCHITECTS <- INC. COBIOM_R8883BM73AL • CCMD,�(7AI. AA-0W7536 3707 80UM D=MGHWAY, W= 8 WEST PALM BRACK PL 33405 7EU 561493- SW PAR 361493 -1560 EMAB_r du86dhouhm9 C0 8UR.DEFLSq�OO P —MAT 19, 2007 APPROVEW.AR. JOB NO 08 -0525 REY90T& O z_ O z o U (J O 0 N O z V PERMIT SUBMITTAL SET 10 -30-08 QAI KERMIT G WHITE FLORIDA AROOITT61 9iEf N4 A -4 OF 4 SFM WOOD TRUSSES, SUBMIT SHOP DRAWINa55 FOR APPROVAL GONG. TIE BEAM OR MASONRY BOHO BEAM. SEE FRAMING RAN DOWN 4' THICK CONCRETE SLAB W/ 6Xb 10 /10 BABARRIER 6 MIL VAPOR BARRIER MI TERMITE TREATED YELL COMPACTED SOIL. SEE 51-HEWLE FOR REINFORCEMENT 3 MONOLITHIC, FOUNDATION SDI 3/4' =I' -0' ALL GO BANLS SAFE SIZE, NMBER SPACING AS NIORIZC BARS IN FOOTING, E AND WALL5, CORNER BARS AT E (OUTSIDE ONLY) 2 G BARS AT FOOTIN9 ( �1 TIE BEAM CORNER DETAIL W PREC EL OR m TYPIG POURED BEAM SCHEDULE SEE AT _ IERI .IAMB EE- MA50WY Iw NTH AND PRO� DE AwF. RElr SILL SOLID ' 0 NDOW 51 J Q a •5 0 46' O.G. BELOW WINDOW 5HALL OPENING ELEVATION SDI KT-',. FINISH FIN15H 3 O O z 3 a� SEALANT y FILLED CELL AT . MB, TYPICAL x4 P.T. WOOD BLOCKING ALL (3) SIDES GONTINICU5 WOOD TRIM 2x8 P.T. WOOD BUCK ANCHORED TO MASONRY WITH 1/4' DIAMETER TAPCON5 0 3' FROM END AND 6' O.C.(5TAG6ERED) PROVIDE A MINIMIM CONCRETE EMBEDMENT OF 1 3/4' ANCHOR DOOR JAMB TO BUCK WITH 010 FLATHEAD NON -CORR. WOOD 5GREW5 2' LONG 0 EACH HINGE. SEE PRODUCT APPROVALS FOR OTHER REGNIREMENT5. �1DOOR BUGK SDI I I!1' =1' -0• WINDOW OR DOOR FRAME SHALL BE COMPLETED SEATED ON THE EUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE EMK, FILLED CELL AT JAMB, TYPICAL Ix4 P.T. WOOD BLOCKING ALL (3) SIDES GONTIMOL1 ANCHOR Ix3 P.T. (Ixb FOR 5.6D) TO MA50WY SILL WITH CASE HARDENED NAIL5 0 24' O.G. MAXIMUM ANCHOR WINDOW/DOOR FRAME TO BUCK WITH 1/4' DIAMETER TAPCON x 2 314' AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED 15' O.G. (EMBED 1 114' INTO CONCRETE OR MASONRY) SEE PRODUCT APPROVALS FOR OTHER REGUIREMENT5 HINDOW/56D BUGK SDI I IO'=I'-0' w>, P ^ NOV 0 3 2008 GEMENTIOUS FINISH 'd TTUn!�ANC ♦r�n/�1 ri -, -.r REDHEAD PER DATA 6ARA6E DOOR TO BE ATTACHED PER PRODUCT APPROVAL SEALANT WOOD DOOR 2xb P.T. WOOD JAMB TRIM (P.T) PLATE ANCHORED TO MASONRY WITH 1/2' RD REDHEAD WEDGE ANCHORS b' LONG, M.I. EMBEDMENT 3 I/2', 0 24'INTO CONCRETE. FIRST ANCHOR 6' ABOVE FINISH FLOOR GARAGE DOOR BUCK jDl 1 I/2'•I' -0' PROVIDE 2'14' BLOGKIN6 1 PLYWOOD SEAMS, DISTANCE 'A' FROM 6ABLE ENO. NAIL SEAMS W/ 04 1 RIN65HANK 0 4' — (EACH DE SEAM) ' SPACE AT 2'x6' WOOD FASCIA PANEL EPEE' 5 W (2) 164 • EACH TRUSS - 6d RIH65HANK NAILS AT 6' — AT PM EDGE AND INTERMEDIATE SUPPORT. 4'<DIAPHRGM BD NDAVES. H ROOF 5HEATHIN SEE ROOF FRAMIN6 SDI NT5. NOTES FOR DISTANCE A YATES RAINHO ARCHITECTS <- INC. COBIOM_R8883BM73AL • CCMD,�(7AI. AA-0W7536 3707 80UM D=MGHWAY, W= 8 WEST PALM BRACK PL 33405 7EU 561493- SW PAR 361493 -1560 EMAB_r du86dhouhm9 C0 8UR.DEFLSq�OO P —MAT 19, 2007 APPROVEW.AR. JOB NO 08 -0525 REY90T& O z_ O z o U (J O 0 N O z V PERMIT SUBMITTAL SET 10 -30-08 QAI KERMIT G WHITE FLORIDA AROOITT61 9iEf N4 A -4 OF 4 SFM BELOW WINDOW 5HALL OPENING ELEVATION SDI KT-',. FINISH FIN15H 3 O O z 3 a� SEALANT y FILLED CELL AT . MB, TYPICAL x4 P.T. WOOD BLOCKING ALL (3) SIDES GONTINICU5 WOOD TRIM 2x8 P.T. WOOD BUCK ANCHORED TO MASONRY WITH 1/4' DIAMETER TAPCON5 0 3' FROM END AND 6' O.C.(5TAG6ERED) PROVIDE A MINIMIM CONCRETE EMBEDMENT OF 1 3/4' ANCHOR DOOR JAMB TO BUCK WITH 010 FLATHEAD NON -CORR. WOOD 5GREW5 2' LONG 0 EACH HINGE. SEE PRODUCT APPROVALS FOR OTHER REGNIREMENT5. �1DOOR BUGK SDI I I!1' =1' -0• WINDOW OR DOOR FRAME SHALL BE COMPLETED SEATED ON THE EUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE EMK, FILLED CELL AT JAMB, TYPICAL Ix4 P.T. WOOD BLOCKING ALL (3) SIDES GONTIMOL1 ANCHOR Ix3 P.T. (Ixb FOR 5.6D) TO MA50WY SILL WITH CASE HARDENED NAIL5 0 24' O.G. MAXIMUM ANCHOR WINDOW/DOOR FRAME TO BUCK WITH 1/4' DIAMETER TAPCON x 2 314' AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED 15' O.G. (EMBED 1 114' INTO CONCRETE OR MASONRY) SEE PRODUCT APPROVALS FOR OTHER REGUIREMENT5 HINDOW/56D BUGK SDI I IO'=I'-0' w>, P ^ NOV 0 3 2008 GEMENTIOUS FINISH 'd TTUn!�ANC ♦r�n/�1 ri -, -.r REDHEAD PER DATA 6ARA6E DOOR TO BE ATTACHED PER PRODUCT APPROVAL SEALANT WOOD DOOR 2xb P.T. WOOD JAMB TRIM (P.T) PLATE ANCHORED TO MASONRY WITH 1/2' RD REDHEAD WEDGE ANCHORS b' LONG, M.I. EMBEDMENT 3 I/2', 0 24'INTO CONCRETE. FIRST ANCHOR 6' ABOVE FINISH FLOOR GARAGE DOOR BUCK jDl 1 I/2'•I' -0' PROVIDE 2'14' BLOGKIN6 1 PLYWOOD SEAMS, DISTANCE 'A' FROM 6ABLE ENO. NAIL SEAMS W/ 04 1 RIN65HANK 0 4' — (EACH DE SEAM) ' SPACE AT 2'x6' WOOD FASCIA PANEL EPEE' 5 W (2) 164 • EACH TRUSS - 6d RIH65HANK NAILS AT 6' — AT PM EDGE AND INTERMEDIATE SUPPORT. 4'<DIAPHRGM BD NDAVES. H ROOF 5HEATHIN SEE ROOF FRAMIN6 SDI NT5. NOTES FOR DISTANCE A YATES RAINHO ARCHITECTS <- INC. COBIOM_R8883BM73AL • CCMD,�(7AI. AA-0W7536 3707 80UM D=MGHWAY, W= 8 WEST PALM BRACK PL 33405 7EU 561493- SW PAR 361493 -1560 EMAB_r du86dhouhm9 C0 8UR.DEFLSq�OO P —MAT 19, 2007 APPROVEW.AR. JOB NO 08 -0525 REY90T& O z_ O z o U (J O 0 N O z V PERMIT SUBMITTAL SET 10 -30-08 QAI KERMIT G WHITE FLORIDA AROOITT61 9iEf N4 A -4 OF 4 SFM 2x8 P.T. WOOD BUCK ANCHORED TO MASONRY WITH 1/4' DIAMETER TAPCON5 0 3' FROM END AND 6' O.C.(5TAG6ERED) PROVIDE A MINIMIM CONCRETE EMBEDMENT OF 1 3/4' ANCHOR DOOR JAMB TO BUCK WITH 010 FLATHEAD NON -CORR. WOOD 5GREW5 2' LONG 0 EACH HINGE. SEE PRODUCT APPROVALS FOR OTHER REGNIREMENT5. �1DOOR BUGK SDI I I!1' =1' -0• WINDOW OR DOOR FRAME SHALL BE COMPLETED SEATED ON THE EUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE EMK, FILLED CELL AT JAMB, TYPICAL Ix4 P.T. WOOD BLOCKING ALL (3) SIDES GONTIMOL1 ANCHOR Ix3 P.T. (Ixb FOR 5.6D) TO MA50WY SILL WITH CASE HARDENED NAIL5 0 24' O.G. MAXIMUM ANCHOR WINDOW/DOOR FRAME TO BUCK WITH 1/4' DIAMETER TAPCON x 2 314' AT ALL PRE DRILLED LOCATIONS SPACING NOT TO EXCEED 15' O.G. (EMBED 1 114' INTO CONCRETE OR MASONRY) SEE PRODUCT APPROVALS FOR OTHER REGUIREMENT5 HINDOW/56D BUGK SDI I IO'=I'-0' w>, P ^ NOV 0 3 2008 GEMENTIOUS FINISH 'd TTUn!�ANC ♦r�n/�1 ri -, -.r REDHEAD PER DATA 6ARA6E DOOR TO BE ATTACHED PER PRODUCT APPROVAL SEALANT WOOD DOOR 2xb P.T. WOOD JAMB TRIM (P.T) PLATE ANCHORED TO MASONRY WITH 1/2' RD REDHEAD WEDGE ANCHORS b' LONG, M.I. EMBEDMENT 3 I/2', 0 24'INTO CONCRETE. FIRST ANCHOR 6' ABOVE FINISH FLOOR GARAGE DOOR BUCK jDl 1 I/2'•I' -0' PROVIDE 2'14' BLOGKIN6 1 PLYWOOD SEAMS, DISTANCE 'A' FROM 6ABLE ENO. NAIL SEAMS W/ 04 1 RIN65HANK 0 4' — (EACH DE SEAM) ' SPACE AT 2'x6' WOOD FASCIA PANEL EPEE' 5 W (2) 164 • EACH TRUSS - 6d RIH65HANK NAILS AT 6' — AT PM EDGE AND INTERMEDIATE SUPPORT. 4'<DIAPHRGM BD NDAVES. H ROOF 5HEATHIN SEE ROOF FRAMIN6 SDI NT5. NOTES FOR DISTANCE A YATES RAINHO ARCHITECTS <- INC. COBIOM_R8883BM73AL • CCMD,�(7AI. AA-0W7536 3707 80UM D=MGHWAY, W= 8 WEST PALM BRACK PL 33405 7EU 561493- SW PAR 361493 -1560 EMAB_r du86dhouhm9 C0 8UR.DEFLSq�OO P —MAT 19, 2007 APPROVEW.AR. JOB NO 08 -0525 REY90T& O z_ O z o U (J O 0 N O z V PERMIT SUBMITTAL SET 10 -30-08 QAI KERMIT G WHITE FLORIDA AROOITT61 9iEf N4 A -4 OF 4 SFM YATES RAINHO ARCHITECTS <- INC. COBIOM_R8883BM73AL • CCMD,�(7AI. AA-0W7536 3707 80UM D=MGHWAY, W= 8 WEST PALM BRACK PL 33405 7EU 561493- SW PAR 361493 -1560 EMAB_r du86dhouhm9 C0 8UR.DEFLSq�OO P —MAT 19, 2007 APPROVEW.AR. JOB NO 08 -0525 REY90T& O z_ O z o U (J O 0 N O z V PERMIT SUBMITTAL SET 10 -30-08 QAI KERMIT G WHITE FLORIDA AROOITT61 9iEf N4 A -4 OF 4 SFM QAI KERMIT G WHITE FLORIDA AROOITT61 9iEf N4 A -4 OF 4 SFM INDEX OF DRAWINGS SHEET No. SUBJECT C1 TITLE SHEET C2 LOT GRADING & DRAINAGE PLAN C3 PAVING, GRADING, & DRAINAGE DETAILS AND GENERAL NOTES CALL SUNSHINE 48 HOURS BEFORE YOU DIG 1 -800- 432 -4770 CARLINO RESIDENCE 2730 AVENUE AU SOLEIL GULFSTREAM, FLORIDA PALM BEACH COUNTY, FLORIDA GRADING AND DRAINAGE PLAN FOR: CHARLES F. CARLINO 2730 AVENUE AU SOLEIL GULFSTREAM, FL 33483 SECTION 4 TOWNSHIP 46S RANGE 43E LOCATION MAP SJE PROJECT No. 08017 SEPTEMBER 2008 •RECEIVEDo NOV 0 3 2008 Term of . FL Sr6RMWATER✓ "4ENQ /NEER/NG, /NC. J 1 J J Civil, Hydrologic & Hydraulic Engineers 1655 INDIAN ROAD, SUITE 202 , WEST PALM BEACH, FLORIDA 33409 m Ixg7a -a®. ru (xipn -ww ..,a.rwa u 0000uwi LEGAL DESCRIPTION LOT 5. PLACE AU 5OLEIL, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT IN AMC) FOR PALM BEACH COUNTY. FLORIDA. A5 RECORDED IN THE PLAT BOOK 27. PAGE G9, CONC. y XISTING LOT 4 1 PERIMETER HEDGE 915' 9AD' 925. 9IC dg3. E I19.9°. aB5 -yyLH �C PROPOSED Q� DRIVEWAY .- 9.15' 10 LF B' PERF. PVC 4 3'WX3'H 9 'r EXFILTRATIDN 92s 3 TRENCH 925• �.. 933' ... � 937 AN'1'� _ s95• , 4' ROOF LEADER a.9o• INNECTION (TYP.) TO DOWNSPOUTS INSTALL 4'x6' e:70' C S -I WYE w/ 6' C.O. e,00' PROPOSED s.00'NS GARAGE 6.00' F.F. EL. = 9.50' NGVD eSo % BRAIN q A • T/l%% %ll/� /t/ » /l� /l/I %f e.�D'. . g 925• _--°z EXIS77NG S0190E9 . AND LANDSCAPED W $LOPE AS LOT 6 S AREA W NECESSARY TO p ai MATCH EXISTD $ , w L) ZO DRIVE. 10 LF S' PERF. �° " Q PVC 4 3'WX3'H < : • EXFILTRATION •- TRENCH EXITING .. 0 1,- W EX1S77NG GRAVEL DECK U) O px DRIVE U E Z 0 SOW W 1L F�e a I I ri EG SODDED II AND ND LA LANDSCAPED II .. AREA 1• .. I FXISANG SODDED EX/57YJG GRAVEL AND LANDSCAPED OR/VE AREA c�� 1 J_- __ -- -- -_ K' 91.OI' 25 D] N9P00'OD K.]2' £X75777NC OR/V£WAY C/L CARDINAL CIRCLE 50' RIGHT OF WAY TOTAL CALL SUNSHINE 48 HOURS BEFORE YOU DIG 1 -800 -432 -4770 EX E.O.P. B 10 ANCHOR EASEMENT as 25' C a O e W .._EXISTING PERIMETER HEDGE 1, WD a� �a W O o J � 3 �Q 5 LLJ n In z LIJ Q r J SECTION A —A NOTES FINISHED GRADE IS AFTER PLACEMENT OF SOD. SECTION B —B NOTE- FINISHED GRADE IS AFTER PLACEMENT OF SOD. 3" MIN. (TYP. BOTH � w w SCH 40. WYE i m FLOW 6" PVC CLEANOUT FLUSH W /GROUND €D 50' EAST PR un OPERTY VARIES 3.0' so° soa I7' LL SEE ELEVA F R 8 S 8.40' E� TIE G G TEC GRAVEL DRIVE ASE Of EX STINHGi HEDGE/FENCING SECTION C —C NOTE, FINISHED GRADE IS AFTER PLACEMENT OF SOD. � 3" THICK CONIC. COLLAR LOCATED IN GRASSED AREA FLOW EXISTING BUILDING SLAB /DECK INSTALL PVC WYE FOR ROOF LEADER CONNECTION 40 PVC — PROPOSED SCH 40 PVC •� -�'{1 SEE DOWNSPOUT DE AIL *RECEIVED* SHEET 3 OF 3ETAIL ON J TYPICAL IN —LINE CLEANOUT NOV p 3 2008 TYPICAL ROOF LEADER CONNECTION Town of Gulf Strg.am, F! 0 W A 7 BREA BUILDING 24J5 5F. H6.59 X PARKING / DRIVEWAY J• 011 S.F. t70 5J X PA 7701 PAVERS / CONCRETE 1,794 SF. t12.22 X GREEN 7,4J7 SF t50 66 x TOTAL 14,679 SF. 10000 X GENERAL NO 5 1. ALL 1700157RUC770N SHALL CONFORM IO 7HE STANDAROS AND SREC117CA 77CNS OF PALM BEACH COUNTY AND 7HE TOWW OF GULFSTREAM. 2 PROW 70 CON57RUCRON, 7HE CCVV7PACMR SHALL G1W 77MEZ Y N077F /CA 77ON 7O ALL URL17Y COMPANIES W17H FAC11177ES IN THE AREA. J. 7HE' CON7RACTOR SHALL TAKE ALL NECESSARY PRECAU770N5 TO SAFEGUARD ALL 1',115771VG 57RUC7URE5, UALIRES ANO SURVEY MARKERS 4. ALL SIDEWALKS AND PA 7705 SHALL BE SLOPED AWAY FROM BUILDINGS 5 MAXIMUM GRASS SLOPES SHALL NOT EXCEED J' 1. 6. CONIRACTOR SHALL COOWD/NA7E GRADING PLAN Wf7H LANDSCAPE ARCHITECT. 7 PROPOSED ELEVATIONS IN ALL PERNOUS AREAS REPRESENT 71v1wE-o TOP OF 500 /GRASS OR ANY OTHER MA7ER /AL. LEGEND E.O.P. EDGE OF PAVEMENT fZOW ARROW 9m' PRQ°OSED CRADE `18 7O EXI577NG GRADE PROPERTY LINE 55 M S7RUCIURE 7)YE AND NUMBER 19.70 TOP OF STRUCR.IRE ELEVA 77ON 1295N FL OW D/REC7701V & 1295N INVERT ELEVA 77ON 12.955 FLOW DIREC77CW & 1295E INVERT ELEVA 776N m U z Ln 5 z �2 �G�€ W Z U m L S a o Q �k' =fir o°sx 0¢8 2 zg a Q O C) M a U N 14 I R, 'i a 0 J 4 0 H N 2 E° 3 JOB NO. OO V M17 CONTRACTORS RESPONSB LIMES t R MALL EE THE CONTRACTORS FESPONSBI ITY TO VISIT THE SITE PRIOR TO BIDDING THE WORK AND TO PERFORM SUCH TESTS, STUDIES AND SURVEYS AS DEEMED NECESSARY TO SATISFY THE CONTRACTOR AS TO THE ACTUAL SURFACE AND SUBSURFACE CONDITIONS EXISTING AT THE SITE ACTUAL CONDITIONS THAT DIFFER FROM THOSE SHOWN ON DRAWINGS SHALL NOT CONSTRVTE FOR EXTRA PAYMENT. 2 THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED TO Hod AND SHALL PROMPTLY NOTIFY THE ENGINEER STORMWATERJ ENGINEERING , INC. N WRITING OF ANY DISCREPANCIES. ANYTHING SHOWN ON THE DRAWN09 AND NOT MENTIONED N THE SPECIFICATIONS OR MENTIONED N THE SPECIFICATIONS AND NOT SHOWN ON TIE DRAWINGS SHALL BE OF LIKE EFFECT AS F SHOWN OR MENTIONED N BOTH 1 NO CONSTRUCTION 01ALL COMMENCE UNTIL ALL REOLIFED PERM ITS AND APPROVALS HAVE BEEN SEGUED AND THE CONTRACTOR IS ISSUED A NOTICE TO PROCEED. A THE CONTRACTOR SHALL COMPLY WITH ALL APFUCA13LE BUILDING CODES, RILES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO; UTILITY. COUNTY. CITY AND STATE 5. THE CONTRACTOR SHALL CALL SUNSHINE (1- 800-432-4770) 48 HOURS BEFORE DIGGING FOR FELD LOCATIONS OF UNDERGROUND UTILITIES. S. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VAROUS UTILITY COMPANIES IN ADVANCE OF CONSTRUCTION. 7. PRIOR TO COMMENCEMENT OF ANY EXCAVATION THE CONTRACTOR STALL COMPLY WITH FLORIDA STATUTE 553.851 FOR THE PROTECTION OF ANY UNDERGROUND GAS PPE & THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION N AREAS OF BURIED CABLE, SANITARY LNP_9, AND WATER LINES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES, STRUCTURES, PAVEMENT, ETC. FROM DAMAGE OR DISRUPTION OF SERVICE AND SHALL PROTECT THE OWNER AGAINST ANY CLAW THAT MAY ARSE AS A RESULT OF CONSTRUCTION ACTIVITIES. REPAIRS OF SUCH UTILITIES, STRUCTURES, PAVEMENT, ETC. SHALL BE MADE TO THE SATISFACTION OF THE ENGINEER AND ALL REGULATORY AGENCIES 10. F THE CONTRACTOR N THE COURSE OF THE WORK FINDS ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE PHYSICAL CONDITIONS, OR ANY ERROR OR OMISSIONS N THE DRAWINGS, N THE LAYOUT AS GIVEN BY THE POINTS AND NSTRUCTONB, OR DISCOVERS UNFORESEEN CONDITIONS REOULRNG ADDITIONAL WORK BY THE CONTRACTOR T SHALL BE THE CONTRACTORS DUTY TO I MEDIATELY INFORM THE ENGINEER N WRTNQ AND THE ENGINEER SHALL PROMPTLY CHECK THE ACCURACY OF THE INFORMATION ANY WORK DONE AFTER SUCH DISCOVERY UNTIL NECESSARY CHANGES ARE AUTHORIZED WILL BE DONE AT THE CONTRACTORS RSK tt DURING ALL UNDERGROUND CONSTRUCTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE APPROPRIATE CLEARANCES FROM ANY PROPS OR EXISING UTILITIES CH STRUCTURES, AS FEOUIED BY THE PLANS, SPECFRCAMCN, UTILITY AUTHORITY, AND ANY GOVERNING AGENCY, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY F THE APPROPRIATE CLEARANCE IS NOT AVAILABLE 12 REGULATIONS AND LEGAL FEOUFI3.ENTS REGARDING WORK HOURS SHALL BE N ACCORDANCE WITH LOCAL BUILDING CODES. U UPON COMPLETION OF THE WORK SPECIFIED N THESE PLANS, THE ENGINEER WILL CONDUCT A FINAL INSPECTION FINAL PAYMENT TO THE CONTRACTOR WILL NOT BE APPROVED UNTIL THE PROJECT IS CERTIFIED AS COMPETE BY THE ENGINEER 14 CONTRACTOR EHA L BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. 'A9 -BUILT INFORMATION, AND ALL FEOUiED DENSITY TEM4 AND SHALL PROVIDE ALL 'AB -BULT INFORMATION AND TEST RESULTS TO THE ENGINEER 15. ALL UTILITY LINE TESTING AID SAMPLING SHALL BE N ACCORDANCE WITH UTILITY AND HEALTH DEPARTMENT CRTHiA A MINIMUM OF 24 HOUR NOTICE MUST BE PROVIDED PRIOR TO TESTING 15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS 17. CONTRACTOR SHALL BE FEBPON9IBLE FOR PROVIDING SAFETY TO THE WORKERS N ACCORDANCE WITH OSHA FEOUIRE ENTS AND THE SAFETY OF THE GENERAL PUBLIC. GROUND REMAINING BACKFlLL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS, 6" MAX SIZE GRANULAR BACKFlLL PLACED AND COMPACTED TO MINIMUM 98% OF MAXIMUM DENSITY, 2" MAX. SIZE BEDDING MATERIAL 98% COMPACTION NOTES: 1. BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED UMEROCK 3/8" - 7/5" SIZING. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFlLL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS LARGER ROCK, MUCK AND DEBRIS. TYPICAL TRENCH DETAIL GENERAL NOTES t CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE ALL PRECAUTIONS WCESSARY TO AVOID SURVEY MARKERS DURI NI CON TRUCDIXI CONTACTOR BHALL BE REH'ONBB-E FOR FIE- PLACEMENT OF PERMANENT NT RACE MCNL ENTS DBITURE E D IXIiNG CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER 2 ALL UNSUITABLE MATERIAL SUCH AS MUCK MAR. AND DEBRIS SHALL RE REMOVED AND PROPERLY DISPOSED OF VATHIN THE UMTS OF CONSTRUCTION. CLEAN GRANULAR MATERIAL SHALL BE USED AS SACKFL. AM RACED N U NCH LIFTS. 3 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECT" OF ALL EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE R.AN& UTILITIES SHOWN ON THE PLANS AM FOR REFERENCE ENCE ONLY AND MAY NOT SHOW ACTUAL LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF TFHi LINES PROR TO CONSTRUCTION. A. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE DEENEiGIZNG OF POWER LIES AND /OR HOLDING POWER POLES DURING AT NO ADDITIONAL COST TO THE OWNER & CNL STE PLANS ARE BASED ON STTE OUSTS, PROVIDED BOUNDARY SURVEY AND SITE PLAN HORIZONTAL CONTROL IS NOT INCLUDED Q ALL ELEVATIONS ARE RELATIVE TO EXISTING GROUND. A TOPOGRAPHC SURVEY WAS NOT AVAILABLE FOR DESIGN PUPOBES 7. SHOP DRAWINGS SHALL BE DUSJTED TO THE ENGINEER FOR REVIEW PROR TO CCNSTHUCUON OR INSTALLATION AS RECURRED BY THE ENGINEER OR BY APPROPRATE GOVERNING ACBOBB. & CONTRACTOR SHALL SE tES'ON90.E TO SECURE AND PAY FOR AT NO ADDITIONAL COST TO THE OWNER Al. NECESSARY PERMITS, FEES AND LICENSES. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE EEOUN® NOTICES AND COMPLYING WITH ALL Pf9MAT(e) CONDITIONS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DUiNG CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER 1L ALL CONCRETE SHALL BE &000 P..L UNLESS OTHE MSE BPECF®. 12 ALL UTILITY CONSTRUCTION STALL BE N ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. 11 BTORMRWATHMI E NGNEEFMiG INC. B NOT FES'ONBBLE FOR THE SAFETY OF WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS N ACCORDANCE WITH OCCUPA- TIONAL SAFETY + HEALTH ADMINISTRATIONS (OSHA) REGURB.BNIS AND FOR THE SAFETY OF THE GENERAL PUBLIC. H. ALL MATERIALS AND WORKMANSHIP MUST BE N ACCORDANCE WITH THE LOCAL UTILITY STANDARDS AND SPECI (CATION& 15. CONTRACTOR SHALL ASSURE THAT ALL TRENCHES MORE THAN FIVE FEET DEEP WILL HAVE TRENCH PROTECTION PER THE TRENCH SAFETY ACT. THE METHOD OF TRENCH PROTECTION THE CONTRACTOR (ELECTS MUST BE N COMPLIANCE WITH OSHA REGULATIONS. I& UNLESS OTHERWISE SPECIFIED N THE CONTACT DOCUMENTS, THE CONTRACTOR IS TO INCLUDE N THEIR BD PACKAGE PER THE TRENCH SAFE =TY ACT, ONE ITEM OF COST PERTAINING TO TENCH PROTECTION 9. PRIOR TO CONSTRUCTION. TIE CONTRACTOR SHALL COMPLY WITH TIE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PER.QTTNG FEOUF6.ETS. COMPLIANCE INCLUDES SUBMITTAL OF A NOTICE OF INTENT (NCO FOR CONSTRUCTION ACTIVITIES WITH AN ATTACHED STORM WATER POLLUTION PREVENTION P LAN (SWPPP). THE NOI AND SWPPP SHALL BE SUBMITTED TO ALL APPLICABLE AGENCIES. I ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE STATE COUNTY AND LOCAL QTY AUTHORITY. 9. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL GIVE TIMELY NOTIFICATION TO ALL UTILITY COMPANIES WITH FACUTIES N THE AREA 20. THE CONTACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCT RI UTLTIES, AND SURVEY MAREFi3 21. ALL SIDEWALKS AND PATIOS SHAH BE SLOPED AWAY FROM BUILDINGS. 22 MAXIMUM GRASS SLOPES SHALL NOT EXCEED 31W, EXCEPT N SWALED AREAS OCR AS NOTED ON PLANS. 21 CONTRACTOR SHALL COORDINATE GRADING PLAN WITH LANDSCAPE ARCHITECT. 24. PROPOSED ELEVATIONS N ALL PERVIOUS AREAS REPRESENT FLASHED TOP OF SOD /GRABS OR ANY OTHER MATERIAL 25. CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO ENSUE THE ROOF DRAINAGE SYSTEM IS PROPERLY TIC INTO THE PROPOSED DRAINAGE SYSTEM. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE AND BUILDING ARCHITECT ON ALL OTHER CONNECTIONS TO THE PROPOSED DRAINAGE SYSTEM. CALL SUNSHINE 46 HOURS BEFORE YOU DIG 1 -800- 432 -4770 CAST IRON H -20 RATED 12' GRATE FOR DETAILS SEE SHEET 4 ADAPTORS AVAILABLE 4' TH/RU 12' 4 - 12' VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS SD R-35 SEWER 12' INLINE DRAIN IALTOOO CORRUGATED PIPE CORRUGATED POLYETHYLENE NO CONCRETE SLAB REQUIRED PAVEMENT 1: HACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTH D2321 BACKFlLL MATERIAL SHALL BE PLACED UNIFORMLY IN 12' LIFTS AND COMPACTED 12' DRAIN BASIN 12' CAST IRON GRATE DRAINAREA - 62.7 SO. INCH GRATE HAS H-20 CHEAVY TRAFFIC) DOT RATING QUALITY, MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30D PAINT, CASTINGS ARE FURNISHED WITH A BLACK PAINT HINGED GRATE COVER FOR EASY ACCESS 0 FINISHED EXTERIOR WALL DOWNSPOUT (BY OTHERS) �— IF NECESSARY INSTALL TRANSITION SLEEVE FROM SQUARE TO ROUND (MATCH EXISTING DOWNSPOUT MATERIAL AND FINISH), MIN. 2" LAP TOP AND BOTTOM WITH SEALANT FILLED PERIMETER RECOMMENDED CLEANOUT 6" N. FINISHED GRADE .4 SCH 40 WHITE PVC DRAIN LINE (MIN. 18 " OF COVER) CONNECTED TO STORM SEWER SYSTEM, SEE PLAN SHEET FOR SIZE & CONTINUATION DOWNSPOUT CONNECTION DETAIL N.T.S. GRATE ELEVATION (SEE PLAN) 100% TOP OVERLAP IU� UV N H �R.? TOP OF PIPE PROPOSED STRUCTURE PERFORATED PIPE INWAT 4�° NE ° ° �o° /4B 1 S °ROC � r 4 SUMP TRENCH TT M I Il1A 1 L MIRAFl 14ON OR WATER ELEVATION APPROVED EQUIVALENT FILTER FABRIC MIRAFI-14ON FILTER FABRIC PERFORATED PIPE TRENCH WITH SUMP N.T.S. FOR INLET 8 N z 5 •0) o"(U ES N BE ON ON ANY CA ANGLE I� 0' TO 359' m KI) CAST IRON H -20 RATED GRATE I I FOR DETAILS SEE SHEET 4 --r -I INLET AND OUTLET ADAPTORS AVAILABLE z 4• THRU 10' VARIOUS TYPES OF O O OUTLETS WITH •• > O O OR WATERTIGHT ADAPTORS > FOR, SCH 40 PVC x(2) MAXIMUM RECOMMENDED OVERALL HEIGHT 10' 12' DRAIN BASIN UP DISCHARGE TO INFLOW EXFILTRATION TRENCH PREFABRICATED TOP VIEW BAFFLE INLET GRATE VENT RECOMMENDED DISCHARGE TO ( ILTRAT DN TRENCH CLEAN OUT RECOMMENDED NPREFABRICATED BAFFLE NOTE 24• DIAMET BF£ PLAN FOR (TYP) LOCATp(NB) OF SAFfA 910E VIEW 12' DRAIN BASIN *RECEIVED* NOV 0 3 2008 Town of Gulf Stream, FL r M N �y LnO < — S Of g p) d W c -5 J2 ca =fin 1 R .Y�Y ix U°€ O z I-- Mw Q 1- cn 1-.) V hFH+N�i Vi W U N Q �,�MnESS�m N v Ui 0. 4 p Y [7 m � e I H LIE 0 3 3 `J N 7,-76 Mote J�O� . . Ms. Rita L. Taylor r 3 , Ida rluld w / it�a a� fie. Town of Gulfstream I submit this affidavit stating current ownership of the property @ 2730 Ave. Au Soleil (Lot # 5) Parcel ID # 20- 43- 46- 04 -22 -00 -0050. All rights & responsibilities to construct on this property are at my discretion, as of this date November 3rd, 2008. Owner Charles F. Carlino *RECEIVED& NOV 0 3 2008 TQLt�^ Cf C- -,!f v .--' : , CI Mr. & Mrs. Spadafora 2710 Cardinal Circle Gulfstream, Fl. 33483 Mr. & Mrs Hamill 2720 Cardinal Circle Gulfstream, F133483 Mr. & Mrs. Nuchereno 910 Indigo Point Gulfstream. Fl. 33483 Ms. Donna S. White 2750 Cardinal Circle Gulfstream, Fl. 33483 Mr. Herbert Schaffer 2765 Cardinal Circle Gulfstream, Fl. 33483 *RECEIVED* NOV 0 31008 f Town o C „if C+ -rAs. FI Town a daa Lw"w aaal� TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED 8. DEVITT III CHRIS D. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT *RECEIVED* NOV 0 6 2008 Town of Golf Sf[ FL Telephone (561) 276.5116 Fax (561) 737 -0186 Town Manager WILLIAM H.THRASHER Town Clerk RITA L. TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED ��'�(�� -- 4;kz4r-az� , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADD ASSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (Z1) kvithin 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing; Signs and Site Plan Review (2 within 300 feet, *(for Variances or Appeals) kj) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE 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: o? 73D Ae A/- E6�- qwv&�&. , Z-aTot&, FURTHER AFFIANT SAYETH NOT: (SIGNATURE) SWORN AND SUBSCRIBED BEFORE ME THIS r A DAY OF /Ut1 V '20e,,5'— 20e, a— (NOTARY PUBLIC) RITA L TAYLOR # * MY COMMISSION N DO 494672 EXPIRES: February 21, 2010 MY COMMISSION EXPIRES: �''� �noP�Oe BoridedThru Budget NotarySery ice9 Deputy /forms /const/ 10/ 15/08 inn EGA Pf-,An rin r Cr®cAU Ct nornA 1212AQ4 l gu v-We"Ic-- I/ lI /6l0e 55 < <-r✓ (F �'Plf llol nu-rJ iZ b � OL- X730 /1�e /i� �� "�Sf✓e�"�' ��Cti(lirj�zy� Pikc�y�a� zinc 66,6'-� 6) 6e))J� o�&LLE3 CWX'Lmj��) clWL 6ko"to *RECEIVED* 140V 0 6 2008 Torn of Gulf Stream, FL TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH. JR.. Mayor JOAN K ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) AGENT AFFIDAVIT Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR *RRECEIV ED • to 0 6 2008 Tvw of Gulf SU& &M, FL BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) CIM 4l�g C*9i2 - / %Jc) , WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON O r'r'� ?`?Di T� nn L TD T f 7 �� -- CIS -'FHD B E�6W HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED __._ _BELOW TOREP_RESENT. _T_HE- OWNEROF- S-A-ID- P-R- OPERTY AS - AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: 12 7 30 Ale Al .�aee:c&, ,��, fZ- AGENT' S /V} NAME: COMPANY OR FIRM NAME: Y19-7vs *.� 121� /jJ� AGENT'S ADDRESS: 57o 17 AGENT'S PHONE: FURTHER AFFIANT SAYETH NOT. nro Q��i�Ha J�& U! K/C 1114ff wyY . Sv or (OWNER SIGNATURE)` SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF ��U , 20 0 �i r �•"PG�� pRAITA (NOTARY PUBLIC) MY COMMISSION EXPIRES: N * XpI MMISSION DD4W672 ��o ms /yvonne /appforms /affidavitowner /8/2/00 NOtilYServiou 100 SEA ROAD, GULF STREAM, FLORIDA 33483 I This Warranty Deed Made this/ =) ` day of 2dflby ELDEN C. TETZLAFF AND CATHERINE H. TETZLAFF, HUSBAND AND WIFE hereinafter called the grantor, to CHARLES F. CARLINO, A SINGLE MAN whose post office address is: 2730 AVENUE AU SOLEIL GULFSTREAM , FL 33483 •RECEIVED® NOV 0 3 2008 hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth, that the grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in PALM BEACH County, Florida, viz: Lot 5, of Place Au Soleil, according to the Plat thereof as recorded in Plat Book 27, Page(s) 69, of the Public Records of Palm Beach County, Florida. Subject to covenants, restrictions, easements of record and taxes for the current year. Parcel Identification Number: 20- 43- 46- 04 -22 -00 -0050 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, 2006 In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: i Witness: (Sign re) 1 Print Name: I - L—"`� Witness: Sign re)� V ,� � Print Name: �1 t r re) Witness: (,gioWkture Print Name: iY1f State of FLLQ A ELDEN C.TETZILAFF 5042 SE HEARTLE E HOBE S_DUND, FL 5 CATHERINE H. TETZLAFF 'k 5042 SE HEARTLEAF TERRA E HOBE SOUND, FL 33455 County of Patm 6EW —A The foregoing instrument was acknowledged before me this J day of ' wr""" r , 20Q by ELDEN CATHERINE H. TETZLAFF, HUSBAND AND WIFE , who is personally known to me or who has produced LU`b L as identification. NOTARY PU (signature) Print Name: My Commission Expires: Stamp /Seal: Prepared by: Isa Kramer Sunland Title, LLC 6528 Hypoluxo Road Lake Worth, FL 33467 File Number: 586070148 Incident to the issuance of a title Insurance contract. WARRANTYDEED.dot REV. 08128/06 PL C. TETZLAFF AND CINDY J. TAWA MY COMMISSIQN N DD,g474 EXPIRES: JUne 9 2010 ± Bonded Thfu NOW0 Pub Under dt fff Town r ress: -� 730 f 1Av 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. Administrative Appeal ❑ 8. Zoning code Text Amendment Review B. ADDlication Materials ❑ 9. Sign Review X 10. Site Plan Review, Leveler ❑ 11. Site Plan Revision lew ❑ 13. Subdivision Review ❑ 14. Variance Review ❑ 15. Rezoning Review ❑ 16. (Other) - J - - .-'I- "--, •, --plua a-dii ue an original tun size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17 ". Please refer to the instruction for more detailed information. Application for Development Approval, Form ADA.32000 November 2001 Page 1 NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 1 1. Completed Development Application 2, Fee + 13- +" _ t 17 3. General Location Map (on site Plan) 17 4. Site Plan (2 full size, 15 reduced to 11x 17 *) 17 5. Building Elevations (2 full size, 15 reduced *) 17 6. Floor Plans (2 full size, 15 reduced *) 7. Roof Plans (2 full size, 15 reduced *) 8. Perspective and /or Color rendering (Recommended for meeting) ("D-9. Drainage Plan (if altered) 17 10. Landscape Plan (2 full size, 15 reduced *) 11. Septic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 13. DOT Landscape Permit (A1A) 17 14. Survey (11" x 17 ") 15. Subdivision Plat 16. Concurrency Documents 1 17. Proof of Ownership (warranty deed) 1 18. Agent Affidavit 19. List of Adjacent Property wners Enve ope 20. Property owners withi 25'300' (stamped addressed envelopes, o return address) ! - 1 21. Property Owners Affidavit 1 Set 22. Photos of Existing Home (if applicable) ; 1 23. Construction Traffic Management Plan *NOTE: Where multinle 24. C ". 2S of - J - - .-'I- "--, •, --plua a-dii ue an original tun size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17 ". Please refer to the instruction for more detailed information. Application for Development Approval, Form ADA.32000 November 2001 Page 1