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HomeMy WebLinkAboutPlansROSEN RESIDENCE 1796 SOUTH BAYSHORE LANE MIAMI, FL R-1 SINGLE-FAMILY RESIDENTIAL DISTRICT with NCD-3 COCONUT GROVE NEIGHBORHOOD CONSERVATION DISTRICT APPLICATION FOR VARIANCE SUBJECT TO COMPLIANCE WITH ZONING ORDINANCE 11000 AND THE CITY CODE, AS AMENDED, AND TO ALL APPLICABLE CRITERIA, CONSIDERATIONS AND/OR OTHER REGULATIONS. Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami Florida, the subject to add outdoor storage area in ground floor for "ROSEN RESIDENCE" located at 1796 SOUTH BAYSHORE LANE, Miami, has been submitted, and reviewed to allow an application for a VARIANCE to allow relaxation of the terms of the zoning ordinance on required side setbacks distributed at first floor; subject to all applicable criteria; The "ROSEN RESIDENCE" is comprised of an existing structure of 3,775 square -foot single family home, adding 898 sq. ft. on the Second floor as per Building permit # 080018664 and outdoor storage area on first floor of 112 square -foot for a total of 4,785 square -foot, with 4,260 square -foot of green space and provides two (2) parking spaces. This VARIANCE is required to relax the terms of the zoning ordinance for the SIDE setback on first floor as per NCD-3. REQUEST for VARIANCE, as per, ARTICLE 8, Section 803.3.2 to allow a reduction of the required side first floor setbacks an R-1 SINGLE-FAMILY RESIDENTIAL District and NCD-3 COCONUT GROVE NEIGHBORHOOD CONSERVATION DISTRICT, as follows; Side Setback REQUIRED TOTAL SIDE IN NORTH AND SOUTH ON FIRST FLOOR Existing in North Proposed in South TOTAL PROVIDE AMONG ON FIRST FLOOR Request to waive 25 feet 0 inches 6 feet 1 inches 5 feet 4 inch 11 feet 5INCHES 13 feet 7 inches Note: This application for a variance, is not including Class II Special Permit as per ARTICLE 11, Section 1106.1, Structural change, extension, or expansion; criteria; to allow alterations to existing garage as accessory structures which do not involve an enlargement or expansion more at least fifty (50) percent of the square footage of the original building is proposed to remain of the nonconforming portion of the structure to remain,. Also the A/C units and generator area not part of this permit; subject to all applicable criteria; s/2.opo Diana Agudelo Dat Zoning Plans Examiner Rev.08-20-I0 N 56 3 0 0 C to 0 0 a, c E -o 0 0 S 0 u c Prepared By: -T. : E)CACTAFL Land Surveyors, Inc S a . 4s� ,0 aYa �$s �y CI s t9en•Y @. PROPERTY ADDRESS: 1796 SOUTH BAYSHORE LANE, MIAMI, Florida 33133 SURVEY NUMBER: 1005.1080 FIELD WORK DATE: 524/2010 REVISION DATE(S): (ev.1 5/26/2010) (lev.1 5/25/2010) C-/ C-2 R=869.60treM) R= 1029.605?4M) L= 67.571?) 67.4 / rm) 1= 80.(.0TP) 80.09rm) 8 =4 2707YP) 4 26:30YM) 8 =4°2707YP) 427245M) n32°/334'e, 67.55YP)B.R. 532°1334' W. 79.98YP) n32°13w 34', 67.39'(M) 532°1407 W. 80.07YM) FL 1005.1080 BOUNDARY SURVEY FNtO a0129 M/AM/-DADECOUNTY ' 1 0 Nioi6� P 2�� /' 2' PIP 4( NO ID Jv / e- � OT lO BLK 3 / .i I/2 FlP c, • ooN, THE NE'LY'`. 3/5TH OF N'.` NS ,, LOT I 1 SS22s3° ,h REMAINING 2/5TN ....ys� S28° fy RESIDENCE 526\ °,s O Ihereby certifythat1NsS':', of Survey of be hereon des, ', , •: °+,-, '; •.,: -• made under my di Y ail!3 „ knowledge: dur-lle nd ' NOTES - accurate : • :fas of: a ryey tiltSETBACK INFORMATION PROVIDED BY OTHERS, the rnmlmum � LOT APPEARS TO BE SERVICED BY CITY WATER �1 4Y NO POINTS OF INTEREST OBSERVED AT THE dfea.: ♦ a Florida Surveyors eyorase ^,•,r; {arat•17A theFlorida e^411 LSUR' PAVL M. VALENTINE ��.,,,. Slate of nodda P,o!assimal Surveyor and Bagger ���/// Lkense No.4512 Use of This Survey/or Purposes other than Intended, Without written verification. Nothing hereon shall be Construed to Ow ANY Rights C-3 C-4 R— 869.60'O2 R= 1029.6077 L= /6.89'(P) L= 20.00 p7 0=10646' (8) a =1°0646'(8) CN=S 350030• W. 1689' (8) C7f=5 350030• W. 20.00' 0 C-5 R=869.60'(PRM) U 5 60°00'00" E 21.22' (M) L= 168.92TP) 169.331M) L2 5 33°23'38" E 80.41' (M) 8 =11 074701 1I'0953TM) L3 N 61 °48'58" E 3.09' (M) N24°26Y7 6,, /68.65(Pj L4 5 74°4906° E I.24' (M) N24.3036'E, 169.06YM) L5 N 55°32'53' W 15.67' (M) LOT 9 BLK3 RESIDENCE oo boF) s ` s32' /tip 02, -00, rap 12) 3)- 3G- P.O.B.FNZ EL•.° CT o-1 f., h,i b�. -.M� r( N/r t., CJ �! / :. U Q() I���ak \ 1J3#7337 'NV N.N. N. N. CI " - BISCAYNE BAY " NOT VERIFC'D AND SEWER TIME. OF SURVEY 40 0 20 40 GRAPHIC SCALE (In Feet) 1 inch = 40' ft. wAlbe at the User's Sole task and Without Liability to the Surveyor. of Benefits to Anyone Other than those Certified. POINTS OF INTEREST None Visible FLOOD INFORMATION: By performing a search at www.fema.gov, it appears to be the property to be located in a AE zone with a Base Flood Elevation of 13.0 NGVD1929. This Property was found in CITY OF MIAMI, and community number 120650, dated 09/11/2009. CLIENT NUMBER: ,DATE: 5/25/2010 4'L44 v vi sacta Survdad BUYER: RICK ROSEN , survey l ervice, bonded land wrvey firm full isteree, bonded state - a t registered with the state of Florida. sgaf SELLER: CERTIFIED TO: RICK ROSEN - 6. EXACTAF L Miami Office Land Surveyors, Inc. P: 305.668.6169 Exacta Land Surveyors, Inc. : LB # 7337 This is page 1 of 2 and is not valid without all pages. / F: 305.668.6325 1514 San Ignacio Avenue.. Ste.100 Miami, FL 33146 www.exactaland.com REPORT OF SURVEY 1005.1080 ' This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 10 AND THE NORTHEASTERLY 3/5TH OF LOT 11, BLOCK 3, FAIRHAVEN AMENDED, according to the plat thereof, as recorded in Plat Book 8, Page 120 of the Public Records of MLAMI-DADE County, Florida.TOGETHER WITH PARCEL "A"Being the land lying southeasterly of and adjoining LOTTO AND THE NORTHEASTERLY 3/M1 OF LOT 11, BLOCK 3, lying between the easterly extension of the northerly line of said LOT 10 and the easterly extension of the southerly line of said NORTHEASTERLY 3/5TH OF LOT 11, FAIRHAVEN AMENDED, according to the plat thereof, as recorded in Plat Book 8, Page 120 of the Public Records of MIAMI.DADE County, Florida, being more partic larrly described as follows:BEGIN at the northwest comer of said LOT 10, BLOCK 3, THENCE SOUTH 60 degrees, 00 minutes, 00 seconds East, 21.22 feet to the seaward face of an existing seawall; THENCE SOUTH 33 degrees 23 minutes 38 seconds WEST, along the seaward face of the existing seawfl, 80.41 feet THENCE NORTH 61 degrees 48 minutes 58 seconds WEST, continuing along said seawall, a distance of 3.09 feet; THENCE SOUTH 74 degrees 49 minutes 06 seconds WEST, continuing along said seawall, a distance of 124 feet to its intersection with the easterly extension of the southerly fine of said NORTHEASTERLY 3/5TH OF LOT 11, THENCE NORTH 55 degrees 32 minutes 53 seconds WEST, a distance of 15.67 feet to the southeast comer of said NORTHEASTERLY 3/5TH OF LOT 11; said comer being on the curve of the easterly line of said LOT 10 and said NORTHEASTERLY 3/5TH OF LOT 11; thence northeasterly along the arc of said curve, having a radius of 1029.60 feet, a central angle of 4 degrees 27 minutes or, for an arc distance of 80.00 feet back to the POINT OF BEGINNING. JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF 5 32 DEGREES 13 MINUTES 34 SECONDS W IS BASED ON THE EASTERLY RIGHT -OF-WAY LINE OF SOUTH BAYSHORE LANE, LOCATED WITHIN FAIRHAVEN AMENDED ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 8, PAGE 120 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground. Underground footings, utilities and encroachments are not located on this survey map. 3. H there is a septic tank, or drain field shown on this survey, the location is approximate, and was determined by visual above ground inspection only, and cannot be relied on for accuracy. 4. This surrey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards, house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only. Research to obtain such data was performed at wvrs.fema.aov. 9. All corners marked as set are at a minimum a 16"diameter, 18" iron rebar with a cap stamped L867337. 10. If you are reading this survey in an electronic format, the information contained on this document in only valid if this document is electronically signed as specified in Chapter SJ-17.052 (3) of the Florida Administrative Code. The Electronic Signature He related to this document is prominently displayed on the invoice for this survey which is sent under separate cover. Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor. If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted, an examination of the abstract of tide was NOT performed by the signing surveyor to determine which instruments, if any, are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity. The symbols have been plotted at the center of the field location, and may not represent the actual shape or size of the feature. LEGEND: 'xxlwoAar lawSURVEYORS LEGEND NC AIR CONDITIONING ID. IDENTIFICATION SCR SCREEN B.R. BEARING REFERENCE et IRON ROD STRUCTURE BL'K' BLOCK if" IRON PIPE STY. STORY S.B.L. SETBACK LINE I LC/ CN.0)LATED LB! LICENSE!. BRra1NESS ALK I CATV CABLE TV. RISER L5! LICENSE!-51RV00R 5/C. 540SIDEVIIYC S.C.t. SURVEY CLOSURE UNE C/L CENTER UNE L.P. 11601 POST CONRETE BLOCK WALL 5.T.L. SURVEY TIE UNE GtWN11NK W WIRE PENCE CONC. CONCRETE DAL MEASURED TEL. TELEPHONE PKTUilES C.V.G. CONCRETE VALLEY GUTTER N.<D. NNL<DISK T.O.B. TOP OF DANK WOOD FENCE 09 CONCRETE SLAB N.R. NON RADIAL TX TRNaSFOFPAER IRON FENCE CSAV CONCRETE SIDEWALK N.T.S. NOT TO SPNP Tr, TYPICAL C.F. COVERED PORCH O.N.L. OVERIIPAD LINE EASEMENT INC WITNE55 CORNER COP, CORNER OH. OVERHANG W/A WATER FILTER EDGE OP WATER TOL DEED PK NAIL PARPER5KALON NAIL WM WATER METER D.N. DRILL HIIE PSM PRO,ESSN)NAI SURVEYOR AND MAPPER WOOD CONCRETE DM/ DRIVEWAY P15 PROPE5,5IONALUND SURVEYOR i'/ I..:' :1 EUB ELECTRIC many ell PRE POOL EfxorMENT A.E. ANCHOR EASEMENT ASPIIALT BPoCK or TILE ENCL. ENCLOSURE P.O.B. POINT Of BE(NNI NG CM, CANAL MAINTENANCE V/l I' -`. YI E.O.P. EDGE OP PAvEmENT P.O.C. PINT OF CONDA, LAIINT EASEMENT WATER COVERED AREA E.O.W. EDGE D(WATER P.T. POINT or 1ANGENCY C.U.E. COUNTY UTILITY ESMT. �� 1� q FA FENCE LINE P.C. PINT OF CURVATURE D.E. DRAINAGE `A`>CMFAT ��/I�Y, NE FENCE FOIST?.C.C. PINT OF COMPOUND CURVATURE �`-5MT. 0.055'EA'T ® BENCH MARC TF) FIELD .R.C. POINT OF REVERSEIIRVATURE LEAD. w601001/ EGRESS5MT. CA:C.r._'e: T. C,YCIUTED PONTFY. FINISHED FLOOR P.C.P. PERMANENT CONTROL POINT ..AP...LIMITED ACCESS EWA, G CENTRAL ANGLE or DELTA PPL FLORIDA POWER * LIGI0 P.R.M. PERMANENT REFERENCE MONUMENT L.S.E. LANDSCAPE&IFFER ESMT. CONTROL PINT P/ml II1ND DRILL HOtf R. RADIUS or RADML 1. N. C. LAKE or LANDSCAPE A. ■ CON(RETf MONUMEm CRC POUND IRON ROD R CAP RAD. RADIAL TIE M e MAINfE:N:CF. EASPMOIt rat POUND IRON rat *CAP RES. RESIDENCE ... MA,NTENE,CE EASEMENT CATCH BASIN ELEVATION FIR FOUND IRON ROD RN/ RIGHT Of WAY ,ALE PUN ;C VD., EASEMENT nP FOUND IRON PIPE 5N<0 SET NAIL < DER: LBOV937 R.O.E. ROO, OVERHANG ESMr. 'Cf FIRE HYDRANT PCM POUND CONCRETE MOsRAENT SIRC SET IRON ROD a CAP 1.B.1799'A S.w.E. 5!D[WNK ESMT. MANHOLE T.V.E. 'fEC&N000GICN. UTILITY tf TREE iN<D POUND NNL<DISC 5/0H 5ErDLL Dote TECHNONf WOO Fg1ND NAIL *TN TAD 5EP. 10,110 TAM. many POLE ND. FOUND SEW. 5EVER U.E CTUry EASEMENT © WELL GAR GARAGE S.W. SEAWALL ELECTRONIC SIGNATURE: In order to"Electronlcally Sign'all of the PDFs sent by STARS, you must use a hash calculator. A free online .r .fic)forma infohis able at httpl/www,fiietormalinH)/tooVmdSsumhtm To Electronically Sign any survey PDF: 1.Save the PDF onto your computer. 2. Use the online tool at httninvww.fileformatinfahool/md5sumhtm PRINTING INSTRUCTIONS: While viewing the survey in Adobe Reader, select the 'Print"button underthe'Hle"tab Select acolor primer with legal sized paper. Under`Print Range click select the AlPtoggle Underthe"Page Handling'sect(on, select the number of copies that you would like to print Under the'Page Scaling"selection drop down menu, selocYNaTen Uncheck the"Auto Rotate and Centeecheckbox. Check the"ChoosePaper size byPDF"chedebox. Oick OK to print OFFER VALID ONLY RICK ROSEN CO PUTTING BUILDING BUILDING 2 any future services FOR: UPON IN AN ADDITION? /oOFF on this A POOL? A FENCE? surveying property to browse for the saved PDF on your computer. 3. Select the Hash Method as SHA. 4.0kk Submit. charPDFlsnledronA-1 electronicallysigned)fattedthe characters In the SHA-1 code submitted by STARS matches the code which is produced by the hash calculator. Htheymatchexactly, your PDFh electronically signed. If the codes do not match exactly, your PDF is not authentic. M EXACTA F L Exacta Land Surveyors, Inc. P: 305.668.6169 ° 1514 San Ignacio Avenue., Ste.100 F: 305.668.6325 Land Surveyors, Inc. Miami, FL 33146 www.exactaland.com / PONOWD ROSEN HOUSE 1796 BAYSHORE LANE, MIAMI FLORIDA 33133 LEVEL II ALTERATION Architects CURE & PENABAD STUDIO 1209 San Miguel Avenue Coral Gables, FL 33146 (786) 942-1612 Associate Architects Dalima Studio Architecture 145 Madeira Avenue 4311 Coral Gables, FL 33134 (305) 447-0727 October 30, 2008 - 100% PERMIT SUBMITTAL LEGAL DESCRIPTION: LOT / BUILDING AREA BREAKDOWN: Sea FAN.. PS 0-110 UOT 10 . ND.YO/O OF LOT 11 8LH 0 LOT )STfIRLI .T800% OR 1,M1-0130 1105 B COC 14Ti0-08A0 ARA- 98 81. LOTt1.Na �. Zoning Classification: NCD-3 (R-1) MAX .FLOOR AREA RAIN/ eoxovoROsawTAREA )— Setbacka: R418 equired: Provided:mew FRONT COMO MOT new ARE . a., sF. al. VIOL MNut Av- F. WWPOWaPROFOOto WEE. MON mwAR"IX1.0o M..F. 1 zs._B. T MW MlON.(WI. X OM- 9,475 SF. 1 MAX. NOWT. FOOTPRINT: OIL OF GROSS LOT AREA MOW LW ARE. L4LSX aF, x MN v. 1 REAR 1a FEET 1O_tt - M. my.Moms WWALON roRIO OINTo °a6, se. ]m° S.F. 1 (p�w0 flEW BiBIOt 4< WM m..DfUK 10 YlWT MIN. GREEN BRACE 30IL FNM e.FT wBR NMR. ..... ' INTERIOR SIDE 0 PE'E! 0 ' _ PANXING REQUIREMENTS. r-B- - - per ' 1 (mmm( NOT,:.:TNISPROPERTV IS LOCATED IN FLOOD EONE'AE' SiWtOC CiORT) BASE FOOD ELEVATION. 13.0 NO.V.O. GENERAL NOTES : m1m+..To.uD 00.0111001. nauMBs L.cnnL SOU MOLT TO WE OWN OF MIS PROW, MO OWL la WOW( WW1. LAW .nMINS wcuu. MOW la MA WOW ...1011 M. ALL MILWALE MOM MO DE BMW 1.1000NSUE FOR PAL MOW. WK. M. Ina WOW CWT.= W MDT 0..0.10610.1 OWL 0.. SOW. MOORED TO MOT. ha PLUNDOWO AND SOW. OF ALL LIM . . ""rams MB m� ' Di 116 w.10 Di COROMM ° All IMMO 12MOMIL OW IOW OWN TO TOW M""""" ' M,Mr,ALnoo Tm 1. M. M.CTOR M. W. NO MC.. Lon. a«M R CW. w WOMB (LMIM MO NW WOW, ANO as ammo11 AND TORADM. MO w,Ne �weroaw LDOOMMOW WOW nc .MRw COMM CLAW I>rMRs LOO FML. M >K wrwtwrt OFNa MTit AMC...AMCW M MO All �acm .«' « S.W. Im' An KLNRROMi . W Law MI. F.OM WO ME NW AMNON Mk OUR. COMM. 10614 APACT 16. M1m em.LERR1 a 001.6..«L. aALL NOW . ®L*.raWall `o`,>� wM. uIK 1.MT 121 Tim. uwrM ro ..EW.MMM WNOLL w1W`MM. w01 � wY 0*5 W Oa WOCRLWrw,o0M Wct mOWER suu we LWOW n OMNI wINDMIAOW mR MO.'Wx; Wa AND LO Lmm wa"0e.R Ta rWA1 RION +.*NT RarML®s WOW MNOMACI IN MR. me 1.66. BOOT AWED PRIOR M. OR i mosmm wpm wo-TmT"` .ROW..ON .Mm ROWED NAKWATIET or ANY DISCNOVAD. OR0.1140 1 R1.21..+ °RI ALL 0. a PROW= �W W WRa.ro.womn R0/000 aW(O, MRwnY RwiHrIWOn:°F Ile CDT w COM. TOW Tel ram our 00.01.700 MOM TO WW1 filLVOR WOW.. AN 1141 °raaL MOW WtOwT S WOW FORDO OR TNAT OfmiM a m CIa 21. MAW W L°nW mnNY NOT m -.o RBn MDR OVAL R. IOU RR R OWED TO 00.11011 MLT LWOW A" RRIDRB. TAT 1 LOPS M A... OM MOW COOMETOR P. LAW .1012.6.66 WALL W. 1110.16.1 Of ha K.mn�P fm RM.BYWNc M ..N. LW , 1D ` WOO re 0/15/ `�"zM1W 10 501 R mON DOOM" AND SW WORM. ....RwmT WOW "NNMErM OF*W AWL. AS OS w" "w N.AND10N WNW °.I .F.m»MON.n DOIKRARD1 COWL.. Or ME :�E. COW. CCOTWITO LaBr: IN INN MPBwi POOLALL • mE mar mRmrmR Ma ALA .Nmwmm sat R CONTRACT. MALL MOM 0.1... W.. ORNICADOL WNW, NO EMT WOW 0.11.1 WOW. TO PROIL. 116 KM. WOW 01.01.A. Pt 116 WOE WI. laCILWED eRM w WO ":R.. 00ea MOO WOW CWWWw Na M r.:aaraL.. WOW R 110.01.0. m W YMeW.T O1111.WON ROW MO MOM R. TR FeMi�R m 00 M. DE I. LR 011161 WO MW MOWED R WOW 91.00.11167. ROMS= MM. 11. ME Ma. OCNINADM NNW IMOMIUMMOVAL. ear DMOWIL MO MM.. WOMOVION MUM AD 04120 PP TORRR.,"a. M.,.WMA NP NOT L.. M. THE .1.11.11 BAWL OE "• MO 10 TIE WIANIML. P.Mr.wwsM TOR DOWN nmc* WW1 0.4 WM.. AR WW2., AND ALwom Mm n WmnwMWza°w.m AIM WOW. OM. our M mg MRN WAR MAW 1.111.2 ORAL. A WAWA. Of APPEVA.2 Flt WOO. MOW AND MO Nor osuir CORL Wm TO OTHER TAN= ..1.1011 OWL OE RNW".9.011. MOM. OF rM MOT R WPM. 70 MOM WOOED OWL Ma"WW MA a OR `WR Sao.::A OWWaif TO 'RCOR11.7460 KNOT. REWIC. INAL Rs Poo se 1M6OFT N. . w SALWWI. MOW. MI DOW. lat MEW TO AVM WNW= AT S MMa Or RECATM IMP ALO w PMONCRE /MO NW Di WA MO TO MOWN TM. WM la MOM Of METWORE W wM N LOCATION MAP SCALE: N.T.S. A i.m• (0 SSE NLYAJ Y O DIVAL LOWS REST NATO F.T. ADJACENT PRCPERIY (N.I.C.) EXISTING 2-STORY CBS RESIDENCE IAauCEN'f PROPERTY (N.I.C.)I • .-A-(. zm R RDA Cr. SITE PLAN STORM WATER NOTE: THERE ARE NO .IN0EACRQ230 VON WATER OSPOSA1. MEWS ON THIS PROPERTY. ALL STORY INN WATER BE ABSORBED 1V FERVOUR AREA FLOOD ZONE -AE 13 tAti DXia Bi�N THERE Tawm mFr EBc Da PAVER (arm TO BE SWOON OMSTA TAM MTN NATE 0.114.,00. irk SITE PAVER DETAIL N.T.a 1D r cmrn=1 GAME' BAy' TREE(S) NOTE: TREE(S) NOTE: ALL EXISTING TREES ARE TO REMAIN. CONTRACTOR TO ENSURE PROTECTION OF ALL SITE TREES. ALTERATION LEVEL NOTE: THIS IS AN ALTERATION LEVEL 2. THE COST OF CONSTRUCTION FOR THIS PROJECT IS INTENDED TO BE BELOW 50% OF THE REPLACEMENT COST OF THE EXISTING STRUCTURE SWAT Na A100 ALL EXTERIOR WINDOWS AND DOORS ARE TO BE UNDER SEPARATE PERMIT CONTRACTOR TO VERIFY EXISTING WINDOW AND DOOR OPENINGS AND COMPARE TO NEW DOOR AND WINDOW DIMENSIONS PRIOR TO ORDERING NEW WINDOWS AND DOORS. SECOND MEANS OF EGRESS NOTE: SECOND MEANS OF EGREESS SHALL COMPLY WITH NFPA 101-242.2 3 (C) ANS SHALL HAVE A CLEAR MIN. OPENING OF NOT LESSS THAN 5.7 SO. FT. (MIN. 20'W X 24'H). THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE THAN 44' FROM THE FIN. FLOOR. (NFPA 1012033 EDITION) CARPORT 12 1+ 054' NGYA) 0 D+51NC 0040E A3 CARPORT WALLS = 68 LINEAR FT. CARPORT WALL HEIGHT / -40 EL TOTAL SQUARE FOOTAGE = 680 S.F. __OF CARPORT WALLS ' "CARPORT OPENING CALCULATION _ 680 S.F. x 20% = 136 S.F. CARPORT OPENINGS 1. 7FT, x10FT. = 70S.F. 2. 3 FT. x 10 FT. = 30 S.F. (LOUVERED DOOR / TRANSOM) 3. 3.5FT. x4FT. = 14S.F. 4. 6.5 FT. 34 FT. = 26 S.F. TOTAL= 140S.F. 7 . tmd®a MU RCM FS NEW CONCRETE STEPS —_— 11r-4+a — 'MISY 5 s- +0 EST RRIDOR BEDROOM No. 1 Y, M,( O MASTER BATH LAUNDRY 1110 NEW GARDEN MASTER CORRIDOR +O 0-55/0' 0 • NEW CONSTRUCTION GROUND FLOOR P MASTER BEDROOM eU) BEDROOM 3 STORAGE CLOSET 5•. 5• 15-S )R003 (d-0 Y 5 R!T 11100 Rom. ONO STAIR HAS BEEN REDESIGNED LEGEND: kit/ .0 6ji7(ro NEW POOL DECK 4?15 CCM TO MWM e nw 10 SE ROM REVISIONS: 3/14/09 PERMIT CLAIMER'S A 9Po4109 CHANGE ORDER m 5101/IO VARIANCE FLOOR 1PRIL 14,2009 ea drawings (PROPOSED SECO 3' FAMILY ROOM ALL EXTERIOR WINDOWS AND DOORS ARE TO SE UNDER SEPARATE PERMIT NOV *LET-UP RAT NOW 5N NM MRWR! SEWN (SEE OM) CONTRACTOR TO VERIFY EXISTING WINDOW AND DOOR OPENINGS AND COMPARE TO NEW DOOR AND WINDOW DIMENSIONS PRIOR TO ORDERING NEW WINDOWS AND DOORS. SECOND MEANS OF EGRESS NOTE: SECOND MEANS OF EGREESS SHALL COMPLY WITH NFPA 101-24.2.2.3 (C) ANS SHALL HAVE A CLEAR MIN. OPENING OF NOT LESSS THAN 57 SO. FT. (MIN. 201W X 241H). THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE THAN 441 FROM THE FIN. FLOOR. (NFPA 101 2009 EDITION) KITCHEN LIVING ROOM YAt1Rp'N 17ADT NAM) * oBflw NNN =ONO MR UM(5ROOM CLOSET NEW CONSTRUCTION SECOND FLOOR PLAN NIX'Ig.r.WaT amMG11Q DINING ROOM WALL LEGEND: STAIR HAS BEEN REDESIGNED COSMO TO ReR. D14514 TO FIE POMO REVISION ®9OW59 CHANCE ORDER ©S101/10 VARIANCE DATN APRIL 14,2009 SCALR: sea d +51+0+ SH RENa A201 ALL EXTERIOR WINDOWS AND DOORS ARE TO BE UNDER SEPARATE PERMIT CONTRACTOR TO VERIFY EXISTING WINDOW AND DOOR OPENINGS AND COMPARE TO NEW DOOR AND WINDOW DIMENSIONS PRIOR TO ORDERING NEW WINDOWS AND DOORS SECOND MEANS OF EGRESS NOTE: SANTSNHDAt‘'ILEHMAlEO:g1=EIrNIP=MXN giT'LDSZA101.1.:g.(g). * (MIN. 20.W X 24/H). THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE THAN 44. FROM THE FIN. FLOOR. (NEPA 101 2903 EDITION) S) TO Fair Z11_7.-i. NEW C.CALTE 51.413 WHY ZONE 5 9.3,12 ZONE 5 11 55 1- 7355 PSF FP-H 11 [ I ?: ZONE 5 4_ EXISTING SOUTH ELEVATION ZONE (NEW SECOND STORY AMMON) iLJIli 2 PROPOSED SOUTH ELEVATION MiDitS&FIVO DE ..,446w, BE 21,0291 ro .11,1 - ( SW00NCREE (SEE 0405) (i) 0 Dis.1,11351 frt FLOOR I 42133,3113 NLVD) I 0 PROK,Str, 1,,E177- -to KFACE (r•T) STAIR HAS BEEN REDESIGNED 2. nrlC6%neW"' g 88 I I 5 REVITONS: 3/14/09 PER441T REVISION 9/04/09 CHANGE ORDER 15/01/10 VARIANCE DEAWDIG: EXTERIOR ELEVATIONS DATR APRIL 14,1300 SCALE: see &twiny SHEET No: A300 (NEW SECOND ST ME.) 1 Ai J 0 ""° NEW 0( (Mal VMS (SEE Ate) UI� q OVERALL CROSS SECTION LOOKING EAST (NEW SECOND STORY ADDITION) NOR MONS ((ua sONcnlwa) 1 If! — 1&,1fl Y MPAA+IgI M IXT TM CAFE Urn:A AIM 137 T T OVERALL CROSS SECTION LOOKING NORTH z REVISIONS DATE En. 9/34'09 CHANGE ORDER la 5/01/10 VARIANCE REQUEST OHAWIN ❑OILOB SEOT10t ATE:0001014, 2009 G1.C: ea drawings IOI<mID g C TO (/MI OS 6;� � -A.400 'lU