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240 NE 99 St (10)MEMORANDUM DATE: March 6, 2001 TO: Planning and Zoning Board FROM: Al Berg, Planning and Zoning Director SUBJECT: PZ01- 0315 -03 Pastor Gonzalez 240 N.E. 99 Street APPEAL The applicant is requesting site plan approval for a garage enclosure and a 51 square foot addition at the rear of the garage. SITE ANALYSIS /STAFF RECOMMENDATION The property is located in a single family, R -18.5 District on a 75' x 115' lot. The proposed addition consists of a 12'8" x 4' area in the rear that will square off the west side of the building. Double french doors will be added in the rear. The front elevation will include two windows that match the existing windows on that elevation. The floor elevation will be raised to match the existing house and the windows will also be elevated. The recently revised parking ordinance requires that whenever a garage is enclosed, three parking spaces must be located on the property. In this case, a circular driveway exists in the front and an additional driveway is located in the rear which would adequately serve the property and meet ordinance requirements. The improvements represent a positive improvement to the residence and staff recommends approval of the proposed site plan provided that the applicant and any future purchasers of the property maintain at least 3 spaces on the property. 44 3 , y 7J 29a4.474 /5,-0.-4e., Kee Adta /fize ,7 , - i tziA 4 ,i4vt-- 4.4,0t,p,/ /i) p-?) X404 02„3` r -7, .30 ,eilerize 47/ 714e rdrie_IAle, erak_vezdn efx/1- (2A) dee-4-) PEW OKA* 12-12-1998 Fwa 9812-0802 '.:0101 AIL SIAXII Ila11311 N SCALE 1" = 20' d?, E Ce.1.•00 Pl. S. .4o. 3a34 9�AT.*t L a 6.154 11111=1111•11111111 r,, 0 9,21 9.12 j cd- tio5 Q l) 0 ""o co c t / / ea SKETCH OF SURVEY CI 0.40 BOUNDARY SURVEY 1 7,-(kt. T _ 9 1 / .- TA). 4 (No IV) , 00u eAve.t 0 s.50 /14 „ 'id 4, 191 :10#C1. a Su rve or 7700 North Kendall Drive :' x? • . Suite 409 • z ? < < ` = Miami, Florida 33156 w (305) 271.3655 1 Fax (305) 271.8499 2201 Lucien Way C - Suite 402 Y ` ` Maitland, Florida 32751 (407)875.1470 Fax (407) 875.3195 Nationwide: 1- E00.227.2854 - AND AFFILIATED COMPANIES Fax: 1.800. 221.2860 LEGEND 0 R M C CL ENCR {. R WOOD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPERTY LINE C.M. F.I.R. F.I.P. RAY D.E. U.E. F D. P • 0 LR t CONCRETE MONUMENT FOUND IRON ROD FOUND IRON PIPE RIGHT OF WAY DRAINAGE EASEMENT UTIUTY EASEMENT FOUND PLAT SIGNED - 0 , i 1. .'2. ► n � z 0 0 `IFOUW9- y2"lcDti1 TfF:4- l l9,OCR) C, - vt S2 ?.i -i - _ 31; • l.. • oti • RALPH L6FF REGISTERED IJNO SURVEYOR NO. 3411 STATE OF FLORIDA y f � � ' La Ci N UJ 6i Q 1 ill 0� 1 0 1 0 ' �=' 2G.CY3 d3 s; 0 - s 0d t ' co v' • I lam, aU' C) 4)(M) _U a I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STAN74R0S AS SET FORTH BY TI- FLORIDA BOARD OF PROFESSIONAL LAO SURVEYORS IN CHAPTER 21 H-6 LORIDA ADMINISTRATIVE CODE, PURSUANT TO SEC 6 72.0 /Z9RIC ST UTES. • ��` ;2 Fes. ot-t r li 0.S 1-nepi NOTES • 1) BEARINGS SHOWN ARE EITHER ASSUMED OR PER PLAT. ' 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT' OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. 6) FENCE OWNERSHIP NOT DETERMINED. 7) WALL TIES ARE TO THE FACE OF THE WALL. 8) ' NOT VALID UNLESS SEALED WITH AN EMBCSSED SURVEYORS SEAL. 9) ONLY VISIBLE ENCROACHMENTS LOCATED. r4 ' r fi v -0,f ? — b e.. M° , Date of field work: 5/28/95 Completion date: 5/30/95 Flood zone: X Panel: 0093 Survey nuuil,er: G - 6429 St.P. L• Legal Description The West 1 /2 of Lot 6 and all of Lot 7, Block 32, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the PuLIic Records of Dacle Count Florida. Certified to: Marcos Lloma; First Financial Title Company of Florida; Ticor Title Insurance Company; American Southern Financial Group, L.C., its successors and/or assigns as their interests may appear. Property address: 240 N.E. 99 Street Miami Shores, FL 33138 LEGEND A 0 •R M C CL ENCR 1 z W000 FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLFAR ENCROACHMENT CENTERLINE CONCRETE . PROPERTY LINE C.1d. F.I.R. F.I.P. RAY O.E. U.E. FD. P a mot+ ( ATP �O� :CoQ r •— CONCRETE MONUMENT FOUND IRON ROO FOUND IRON PPE RIGHT OF YO.Y ORAJNAGE EASEMENT UTIUTY EASE?AVYT FOUNO PLAT . .0.9 1 Q i t�; n'1 CR) Cart): _v 119. acs' () cm) T 0 0 1 HEREBY CERTIFY T•r{AT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHN; L STANDARDS AS SET FORTH BY TN FLORIDA BOARD OF PROFESSIONAL L.,ND SURVEYORS IN CHAPTER 21 H -6 LORIDA ADMINISTRATIVE CODE. PURSU.NT TO SEC <72.0 j R1C�ST UTES. ' SIGN :0 • RALPH al FF ' R'cGISTERED UNJ SURVEYOR NO. 3411 STATE OF FLORIDA 1) 2) 3) 4) S) 6) 5) 9) • J V _u tf 0 - NOTES at-4 Ot t rj o.S Nce BEARINGS SHOWN ARE EITHER ASSUMED OR PER PLAT. ' LEGAL DESCRIPTION PROVIDED BY OTHERS.. THE LANOS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT' OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. UNDERGROUND PORTIONS OF FOOTINGS. FOUNOATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. ELEVATIONS ARE BASED ON NATIONAL GEODETIC OATUM. FENCE OWNERSHIP NOT DETERMINED. WALL TIES ARE TO THE FACE OF THE WALL NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL ONLY VISIBLE ENCROACHMENTS LOCATED. Legal Description The Test 1 /a of Lot 6 and all of Lot 7, Block 32, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Dade County, Florida. Certified to: Marcos Lloma; First Financial Title Company of Florida; Ticor Title Insurance Company; American Southern Financial Group, L.C., its successors and/or assigns as their interests may appear. Date of field work: 5/28/95 Completion date: 5/30/95 Flood zone: X Panel: 0093 Survey number: G -6429 • o II 3 CEO(. 3o4 3 3Ci c 0 Arc qq £' Property address: 240 N.E. 99 Street Miami Shores, FL 33138 • 7 700 North Kendall Drive Suite 409 -+ Florida 33156 (305)271.3655 • Fax (305) 271.8499 • 2201 Lucien Way •1 Suite OZ....-. = Maitland, Florida 32 751 (407)875.1470 :: Fax (407) 875.3195 Nationwide: 1.600.227.2654 AND AFFILIATED COMPANIES Fax: 1.600.227.2860 REFRIGERANT LINES TO OUTSIDE CONDENSER ()NIT 'PARTITION WA L TAKE-OF SUPPLY DUCT A.H.U. SUPPORT (SELF - STANDING) COND. DRAIN TO OUTSIDE GREEN AREA self return thru louvered door _TAIL CEILING Fl_(;.: R 4-15ft RHEEM 3TON IQ SW R 1200 C.F,M, 10 K.W, HEAT con. slab I f° c B.R, `‘ 1 BATH Co BATH 7e 200cfm 10x 6 cd 0 REAR, B.R. 150cfm 10x6Cd V V 4 400 cfm I2x 8 cd entry FRONT, DATE: ff D.R, KIT. 150cfm IOx6cd SCALE: N L. L/L L 1 V. R .. i Z VlAYOLI A.C. CAC 050363 4509 S,W, 75 AVE, MIA FL 33155 261-3963 T S 1-10-9 APPROVED BY: 5 240 N, 4 1 r . i P Ici 0 '.1"4" .'-- . I-7 Ti'' ":'' _. 0 OTER ! 'I 'It) " 'A' ".E'2, S'.''.• ' !: r.. . . . , . . . L,Y ; . . APPROVAL r! • :s BUILD,ING PERMI 'STE!) IN "REMARKS ' ' DING AD ZONI. G 7L Y !.ISTED MU.T LE COMPLI1D ' • ! 3 ;• :3 SPE1,1r1r?L'..Y • -- FINAL: DRAWN BY REVISED DRAWING NUMBER . 99 Si MIA, SHORE°, i EXISTG COL, 0 0 0 0 STRCT'URA! \OTHS CONCRETE: ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 -83 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. STRUCTURAL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE CONFORMING TO ACI 318 -83 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. cU.O.N.) CONCRETE SLUMP 3" + 1" FOR FOOTINGS AND SLAB ON FILL, AND 4" + 1 FOR ALL OTHER CONCRETE. MAKE SLUMP TESTS WHEN CYLINDERS ARE MADE AND AT OTHER TIMES AS NECESSARY TO VERIFY SLUMP. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE STANDARD: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI- 318 -89) STRENGTH DESIGN METHOD. A.— ALL CONCRETE UNLESS OTHERWISE SHOWN: C.— GROUT 3000 PSI fc = 3000 PSF, (5 BAG PER YARD MINIMUM, #57 COARSE AGGREGATE) REINFORCING STEEL: A.— REINFORCING STEEL SHALL BE NEW BILLET BARS CONFORMING TO: ASTM A -615 GRADE 60 ( #3 THRU #11) fy = 60000 PSI PLACING AND SUPPORT OF' REINFORCING BARS: SHALL FOLLOW CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS, INCLUDING 1983 SUPPLEMENT" AND ACI -315. CONCRETE MASONRY UNITS: MINIMUM COMPRESSIVE STRENGTH OF LOAD BEARING MASONRY UNITS SHALL BE 2000 PSI (ASTM C 90 -85, GRADE N) MASONRY CEMENT (MORTAR) SHALL COMPLY WITH ASTM C 91 AND SHALL ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. (ASTM C 270, TYPE M) PROVIDE CLEAN OUT OPENINGS FOR EACH GROUTED CELL. FOR HIGH LIFT GROUTING , USE A MAXIMUM LIFT OF 5—O" WITH A MINIMUM OF 30 MINUTES AND A MAXIMUM OF 60 MINUTES BETWEEN LIFTS. AT EITHER SIDE OF OPENINGS BETWEEN 3' -0" AND 6' —O" INCLUSIVE PROVIDE 1 #5 VERT. IN GROUT FILLED CELL AND FOR OPENINGS FROM 6' -0" TO 8' -O" PROVIDE 1 #6 VERT. IN GROUT FILLED CELL. MASONRY COMPRESSIVE STRENGTH: F'm= 1500 PSI MORTAR TYPE "S ". MORTAR COMPRESSIVE STRENGTH: F'c =1800 PSI GROUT COMPRESSIVE STRENGTH: F'c =2000 PSI MAXIMUM LIFT: 8' -0" MAXIMUM POUR HEIGHT: 8' -0" MORTAR AND GROUT COMFORMING TO ASTM —C476 W/ A 8" TO 11" MIN. SLUMP. ALL WOOD IN DIRECT CONTACT WITH CONCRETE HAVE AN APPROVED SEPERATING, MATERIAL, EXISTG, COL FIELD VERIFY PROVIDE CORRUGAT I METAL TIES EACH COURS NEW BLOCK FILLER WALL U • ALL NEW GLASS DOORS AND WINDOWS SHALL HAVE CATEGORY II SAFETY - GLASS (TYP.) W/ A SHADING COEFFICIENT OF .70 SHALL BE PRESSURE TREATED OR OR HAVE GALVANIZED ANCHOR SEAT. EXIST. T.B. SETA OPENING PROVIDE NEW 8 "X8" T.C. W/ 1 #5 VERT. DOWEL INTO EXISTING T.B. & FLOOR SLAB 6" VIN. TOP & BOTTOM W/ EPDXY GROUT IF NOT EXISTING, FIELD VERIFY • HEAT STRENGTHENED GLASS SHALL BE PROVIDED IN WINDOWS WITH NEGATIVE PRESSURES EXCCEDING THOSE ON THE PRODUCT APPROVAL, GENERAL CONTRACTOR SHALL REFER TO DESING PRESSURE RATING TABLE IN THE PRODUCT APPROVAL FOR THE SPECIFIC WINDOW MANUFACTURER GLAZING FABRICATION REQUIREMENTS PRIOR TO PLACING MANUFACTURING PURCHASE ORDER • ALL EXTERIOR ENTRY DOORS TO HAVE SELF CLOSING HINGES, AND NON REMOVABLE PINS. (NRPS) • ALL ROUGH OPENINGS TO BE VERIFIED WITH WINDOW /DOOR SUPPLIER, PRIOR TO ROUGH —IN • WEATHERSTRIP AT PERIMETER OF DOOR SHALL BE PROVIDED • ALL OPERABLE WINDOWS AND SLIDING DOORS TO HAVE SCREENS • PRODUCT APPROVAL REQUIRED WITH SUBMITTAL FOR REVIEW BY ARCHITECT. , • HURRICANE SHUTTERS SHALL BE PROVIDED FOR ALL DOORS AND WINDOWS THAT DO NOT MEET IMPACT REIS17 NCE REQUIREMENTS. • • • . • • • . 2'X BUCK ALL AROUND (TYP) REFER TO WINDOW MFR PRODUCT APPROVAL WNOW JAMB • • ••• • • EXIST BEDROOM P�RTI� PL_M R- nR PL_FV TI • IF THE DESIGN PRESSURES N THE WINDOW DOES NOT EXCEED 65 P.S.F., SECURE THE 2" WOOD BUCK TO THE STRUCTURE USING 1/4" X 3 1/4" CORROSION RESISTANCE APPROVED CONCRETE ANCHORS WITH A MINIMUM EMBEDMENT OF 1 1/4" ® 16" O.C. (6" FROM THE ENDS) ON 3000 P.S.I. CONCRETE AND © 16 "O.C. (6" FROM THE ENDS) ON ASTM C -90 CONCRETE BLOCKS OR SECURE THE WINDOW DIRECTLY TO THE STRUCTURE WITH 1/4 "X 3 1/4 "CORROSION RESISTANT APPROVED CONCRETE ANCHORS WITH A MINIMUM EMBEDMENT OF 1 1/4" SPACED AS IT IS ON THE NOTICE OF ACCEPTANCE. A NOMINAL 1"X3" P.T. WOOD SPACER SHALL BE USED BETWEEN THE WINDOW AND THE STRUCTURE BUT THE EMBEDMENT IN THE CONCRETE BLOCK SHALL REMAIN TO BE 1 1/4"MIN. ALL 2 "X WOOD BUCK END /OR 1 "X3" WOOD SPACER SHALL BE • PROPERLY CAULKED. WINDOW, DOOR, AND BUCK DETAILS SCALE: N.T.S. R P SCALE 1/4 " =1' -0" SCALE 1/4 " =1' -0" • • • ••• • • • • . • • .• .. • EXIST, BEDROOM • REFER TO THE INSTALLATION INSTRUCTIONS FOR THE SPECIFIC PRODUCT BEING INSTALLED AND SHIM, LEVER, AND SQUARE TO ENSURE PROPER OPERATION. • FILL VOID BETWEEN WINDOW AND WOOD BUCK WITH INSULATION, BEING CAREFUL NOT TO BOW WINDOW FRAME. • APPLY A CONTINUOUS BEAD OF URETHANE SEALANT AROUND WINDOW. CHECK MANUFCT.'T RECOMMENDATIONS FOR SURFACE PREP., APPLICATION, AND INSTALLATION. • ENSURE THAT THE EXTERIOR SILL IS SLOPED AWAY FROM THE WINDOW. • EXIST LIVING ROOM EQUAL FIELD VERIFY NEW 3' DOOR AND FIXED GLASS ASSEMBLY 3' -0" EXIST FOYER EXISTG COL. TO BE REMOVED EQUAL SEE DET, 1 1 ;4"X3 I /2" CORROSION RESISTANT APPROVD CONCRETE SCREW ANCrIORS, PROVIDE CONT. CAULKING BEAD. SCALE: N.T.S. a EXIST KITCHEN J STUCC 2 1 P.T. BUCK CAULK 0 0 0 EXIST DINING ROOM NEW FILLED CELL v f; c'' s. I 1 10.5 SF Z =F. +54,7 -73.2 } —3i5' 6 HEAD /JAMB SILL CAL/ LK 15TG. T.B. 2' DRYWALL TYPICAL ALUM. WINDOW FRAME DOOR / WINDOW BUCK DETAIL EXIST. GARAGE FASTENER AS PER PRODUCT APPROVALS EXISTG. FIN. FL, • • .. • • • . • Iv Q 0 yb 0 LL. 0 0 0 ce w w 0 0 N w 0 J w N 0 tl - 31:coo' LEGEND A 0 • R C CL ENCR g- o z WOOD FENCE WIRE FEK;E NAVE PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPERTY LINE �- rTf (..- C.M. F.I.R• F.I.P R/W D.E. U. E. F D. P • • 0 t 1 V Q zz CONCRETE MONUMENT FOUND IRON ROD FOUND IRCC4 PIPE RIGHT OF WAY DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT 0 4 • = 0 5 ' I I— 0 -, • 0 0 N i LO 1� 5'�tc- �.�.y. •ya��,� I 0. aco' () (M) 0 I HEREBY CERTIFY rHAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHM -AL STAN7ARDS AS SET FORTH BY T FLORIDA BOARD OF PROFESSIONAL LIND SURVEYORS IN CHAPTER 21 H -6 LORIDA ADMINISTRATIVE CODE, PURSU)NT TO SEC K•rf 0 v. RIC ST UTES. $Iv'c R H al•FF REGISTERED LAND SURVEYOR NO. 3411 STATE OF FLORIDA r NOTES 1) 2) 3) 4) 5) 6) 7y 8) 9) V qk at-4 F. c7.9' ,Q IA "( 014 r o. 1JceTH ,) BEARINGS SHOWN ARE EITHER ASSUMED OR PER PLAT. • LEGAL DESCRIPTION PROVIDED BY OTHERS. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT' OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. FENCE OWNERSHIP NOT DETERMINED. WAIL TIES ARE TO THE FACE OF THE WALL. • NOT VAUD UNLESS SEALED WITH AN EMBCSSED SURVEYORS SEAL • ONLY VISIBLE ENCROACHMENTS LOCATED. :; V Lam• _ • Certified to: Marcos Llorna; First Financial Title Company of Florida; Ticor Title Insurance Compan American Southern Financial Group, L.C., its successors and/or assigns as their interests may appear. Legal Description The West 1 /2 of Lot 6 and all of Lot 7, Block 32, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of die Pubic Records of Dade County, Florida. Date of field work: 5/28/95 Completion date: 5/30/95 Flood zone: X Panel: 0093 Survey number: G -6429 • • • • .t - o d lI 3 GO( 30.4' 3 3O c- Po-sive ag Are Q C) iro O o• :l ' Property address: 240 N.B. 99 Street Miami Shores, FL 33138 7700 North Kendall Drive S Mia © uite i, Fl orida 33156 (305)271.3655 • = Fax (305) 271-8499 ` . 2201 Lucien Way • Suite 402 =- • . ▪ Maitland, Florida 32751 a (407)875.1470 Fax(407)875.3195 Nationwide: . AND AFFILIATED COMPANIES Fax: -600- 227.2860 tT�1 jilj {ttU,ll € irA15.C` r° . -:.:xr . r•. .Z,.�.v�. -. 4�,...�. X ..v.........<. w...■.Can, .r.o... _.•...,.- .+vs.r.� :..�,.. en.. ...ten tMa. 50 "s 0O: ROOF it LE t a kra: a ge.%%1 - •