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00-0404 �6 z/o r t METRO-DADE BUILDING & ZONING DEPT. 111 NW 1 STREET', SUITE 1300 COMPUTER SERVICES MIAMI, FL 33128 (305) 375-2510 Copyright 1994 by -Tondelli Engineering, P.A. Tampa, Florida CUSTOMER - MONT.I DATE 04-13-2000 JOB NUMBER 0007 DESCRIPTION REMODELING *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY - 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY - 1 IMPORTANCE FACTOR = 1.05 STRUC'T'URE IS. WITHIN 100 MI . OF HURRICANE OCEANLINE ROOF SLOPE w 4 . 00 : 12 (18 .43 DEG) TRIBUTARY AREA a 27 . 5 FT2 Kh = 4_801 qh = 27 .4 PSF MEAN ROOF HEIGHT = 14 .5 FT DISTANCE, Z 7 .2 FT Kz = 0 . 801 qz = 27 .4 PSF • WALL' WIND I;OADS WALL AREA- -<--- 4 5 GCp (+) 1 .297 1.297 \ GCp .(-) -1 .397 -1 .767 PRESSURE 42 .3 42 .3 (PSF) SUCTION -45 .0 -55 .2 (PSF) + P gh(GCp) - gh(GCpi) ++ ++ GCpi = # 0 .25 ++ ++ 21 .5 FT BUILDING WIDTH = a 4 5 a 4 5 CORNER DISTANCE, A = 3 .0 FT Ar, c; METRO-DADE BUILDING & ZONING DEPT. 111 NW I STREET, SUITE 1300 COMPUTER SERVICES MIAMI, FL 33128 (305) 375-2510 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER MONTI DATE 04-13-2000 JOB NUMBER 0007 DESCRIPTION REMODELING *** DESIGN WIND LOADS - ASCE 7-93 *** *** COMPONENTS AND CLADDING *** BUILDINGS WIND VELOCITY - 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 .05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE ROOF SLOPE 4 .00 : 12 (18 .43 DEG) TRIBUTARY AREA 56 .0 FT2 � 0.801 qh = 27 .4 PSF MEAN R00F HEIGHT m 14 .5 FT Kz = 0 .801 qz = 27 .4 PSF DISTANCE, Z 7 .2 FT WALL WIND LOADS WALL AREA 4 5 GCP (+) .1 .224 1 .224 GCp (-) -1 .324 -1 .604 PRESSURE 40 .3 40 .3 (PSF) SUCTION -43 . 0 -50 .7 (PSF) + P = qh(GCp) - qh(GCpi) ++ ++ GCpi = ± 0 .25 ++ ++ 21 .5 FT BUILDING WIDTH a 4 5 a 4 5 CORNER DISTANCE, A = 3 .0 FT goo c- - � ,.• �.gyp..;; y�°�,,b •�s, s METRO-DADE BUILDING & ZONING DEPT. r,►ttiii , Sv:I'i`E :1300 COMPUTER SERVICES MIAMI, FL 33228 (305) 375-251.0 Copyright 1994 by Tondelli Engineering, P.A. . Tampa, Florida cus'TOMER MONTI JOB NUMBER 0007 DATE 06-06-2000 DESCRIPTION REMODELING *** DESIGN WIND LOADS - ASCE 7-93 *** *** MAIN WIND FORCE RESISTING SYSTEMS *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 . 05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE BUILDING DIMENSION NORMAL TO WIND DIRECTION = 21 .5 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 33 .3 FT MEAN ROOF HEIGHT = 14 .5 FT Kh = 0 . 801 qh = 27 .4 PSF Gh = 1.323 DISTANCE, Z = 8 . 8 FT Kz = 0 . 801 qz = 27 .4 PSF Gz = 1.373 ROOF SLOPE 4 .00 : 12 (18 .43 DEG) WALL WIND LOADS WINDWARD WALL : Cp = 0 .80 P = 22 .1 PSF, GCpi = 0 .25 P = 35 . 8 PSF, GCpi = -0 .25 LEEWARD WALL Cp = -0 .39 P = -21 .0 PSF, GCpi = 0 .25 P -7 .3 PSF, GCpi = -0 .25 SIDE WALLS Cp = -0. 70 P = -32 .2 PSF, GCpi = 0 .25 P - -18 .5 PSF, GCpi = -0 .25 ! Y j .e. METRO-DADE BUILDING & ZONING DEPT. 111 NW 1 STREET, SUITE 1300 COMPUTER SERVICES MIAMI, FL 33128 (305) 375-2510 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER MONTI JOB NUMBER 0007 DATE 06-06-2000 DESCRIPTION REMODELING *** DESIGN WIND LOADS - ASCE 7-93 *** *** MAIN WIND FORCE RESISTING SYSTEMS *** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1 . 05 STRUCTURE IS WITHIN 100 MI . OF HURRICANE OCEANLINE BUILDING DIMENSION NORMAL TO WIND DIRECTION = 21 . 5 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 33 . 3 FT MEAN ROOF HEIGHT 14 .5 FT Kh = 0 .801 qh = 27 .4 PSF Gh = 1 .323 DISTANCE, Z = 8 . 8 FT Kz = 0 .801 qz = 27 .4 PSF Gz = 1.373 ROOF SLOPE = 4 . 00 : 12 (18 .43 DEG) ROOF WIND LOADS NORMAL TO RIDGE - WINDWARD : Cp = -0 .48 P -24 . 0 PSF, GCpi = 0 .25 P - -10 .4 PSF, GCpi = -0 . 25 LEEWARD : Cp -0 .70 P = -32 .2 PSF, GCpi = 0 .25 P = -18 .5 PSF, GCpi = -0 .25 PARALLEL TO RIDGE - WINDWARD : Cp = -0 .70 P = -32 . 2 PSF, GCpi = 0 .25 P = -18 . 5 PSF, GCpi = -0 .25 LEEWARD : Cp = -0 . 70 P = -32 . 2 PSF, GCpi = 0 . 25 P = -18..5 PSF, GCpi = -0 . 25 I• I,t� ,,f - =� 1. I 5582 N.W.711,STREET,SUITE 202 r 98-0001440 MIAMI,FLORIDA 33126 SURVEY N0. .� TELEPHONE:(305)220-3171 1 ` Ma ����y'��� 4 i�•v FAX:(305)554-7822 LAND SURVEYORS SHEET NO. OF DRAWN BY: Survey of Lot : 10 Block: 2 Date : 03/06/1998 Subdivision: BILTMORE HEIGHTS According to the Plat thereof as recorded in the Plat Book No. 39 at Page No. 1 of the public records of MIAMI.-DADE County, Florida. Property Address : 5751 SW 50 ST MIAMI, FL 33155 For: SAMUEL R. MONTI LOCATION SKETCH Scale 1" = NTS. 49 0 �'a is '�-.•\•.,` \\�`• I r - ° a T ° - \A/. . 5a 7-Y"' ADBAEYIATIONS Ado MEANINSat LEGEND TYPICAL A=ARC. F.N.D.=FOUND NAIL&DISK P.R.C.=POINT OF REVERSE AiC=AIR CONDITIONER PAD. FR.=FRAME. CURVE. WOOD FENCE. A.E.=ANCHOR EASEMENT. FT.=FEET. PROP.COR.=PROPERTY A/R=ALUMINUM ROOF. FNIP.=FEDERAL NATIONAL CORNER. CHAIN LINK FENCE. A/'S=ALUMINUM SHED. INSURANCE PROGRAM. P.B.=PLAT BOOK. C.B.S.WALL(C.B.W.) ASPH.=AS,-HALL. FAN._ A'L PG.=PAuE. 0.00 X EXiSTLNG ELEVATIONS. B C.=BLOCK CORNER. H.=HIGH(HEIGHT). PWY=PARK:VA'i. BLDG =BUILDING. IN.B.EG.=INGRESS AND EGRESS PRM=PERMA^IEN-REFERENCE O.00 PROPOSED ELEVATIONS. B.M.=BENCH MARK. EASEMENT. MONUMENT. B.O.B.=BASIS OF BEARINGS. L.P.=LIGHT POLE. P.L.S.=PROFESSIONAL LAND C.=CALCULATED. L.F.E.=LOWEST FLOOR SURVEYOR. SSlR10EYORS'S NOTE$L1).IF SHOWN.BEARINGS ARE C.B.=CATCH BASIN. ELEVATION. R.=RECORDED DISTANCE. REFERRED TO AN ASSUMED MERIDIAN.BY SAID PLAT C.B.S.=CONCRETE BLOCK L.M.E.=LAKE MAINTENANCE RR.=RAILROAD. IN THE DESCRIPTION OF THE PROPERTY.IF NOT, STRUCTURE. EASEMENT. RES.=RESIDENCE. THEN BEARINGS ARE REFERRED TO COUNTY CBW=CONCRETE BLOCK WALL. '=MINUTES. R/W.=RIGHT-OF-WAY. TOWNSHIP MAPS. Chi.=CHORD DISTANCE. M.=MEASURED DISTANCE. RAD.=RADIUS OR RADIAL. CH.B.=CHORD BEARING. MON.=MONUMENT. R.P.=RADIUS POINT. 2).IF SHOWN.ELEVATIONS ARE REFERRED TO CL.=CLEAR. M/H.=MANHOLE RGE.=RANGE. _ • - C.L.F.=CHAIN LINK FENCE. M/L.=MONUMENT LINE. r��LFi• • • • SEC.=SECTION. B. .0 V_......_._..__.... ...._.--_-. ._. C.M.E.=CANAL MAINTENANCE N.A.P.=NOT A PART OF. STY.=STORY. O .V.D.OF 1929. • • • • • - EASEMENT NGVD=NATIONAL GEODETIC • • • •••• • SWK.=SIDEWALK. 09.. 0 CONC.=CONCRETE. VERTICAL DATUM. S.I.P.=SET IRON PIPE L.B.06044 3) THIS IS A SPECIFIC¢ Pp%IlSURVE?••••• 0000 C'P.=CONC.PORCH. N.=NORTH. S.=SOUTH. • - C S.=CONCRETE SLAB. N.T.S.=NOT TO SCALE. S.N.D.=SET NAIL 8 DISK L.B.116044. 4).THE CLOSURE IN TIVE BOUNDARY SURVEOF C•• • • I' D.E.=DRAINAGE EASEMENT #-NO.=NUMBER. SP.=SCREENED PORCH. ABOVE 1:7500 FT. 0 • • • \ D.M.E =DRAINAGE MAINTENANCE O/S.=OFFSET. '•=SECONDS. I HEREBY CERTIFY:THAI THIS.90UNDAAI?9L%VEY- *000 EASEMENT. OH.=OVERHEAD. T.=TANGENT. OF THE PROPERTY DMCRIBEDIII IEREON,AS • • DRIVE.=DRIVEWAY. O.H.L.=OVERHEAD UTILITY LINES TWP.=TOWNSHIP. RECENTLY SURVEYED••IANDUP jN UND R MY- o=DEGREES. OVH.=OVERHANG. U.E.=UTILITY EASEMENT. SUPERVISION,COMPLIES WITH HE IV wiA••• . E.=EAST. O.R.B.=OFFICIAL RECORD BOOK. UTIL.=UTILITY. TECHNICAL STANDARDS AS SET FORTH SY 000000 E.T.P.=ELECTRIC TRANSFORMER PVMT.=PAVEMENT. U.P.=UTILITY POLE. THE FLORIDA BOARD OF,fj%OJESSIONAL L At4D• • PAD. PL.=PLANTER. W.M.=WATER METER. SURVEYORS IN CHAPTER 61GId-6.FLORIDA • • •- ELEV.=ELEVATION. P/L.=PROPERTY LINE. W.F.=WOOD FENCE. ADMINISTRATIVE CODI PURSUANT •• • •••••• ENCR.=ENCROACHMENT. P.C.C.=POINT OF COMPOUND W.S.=WOOD SHED. TO 472,027,FLORIDA STOTUTj?. • • - F.H.=FIRE HYDRANT. CURVE. p=CENTRAL ANGLE. - F.I.P.=FOUND IRON PIPE. P.C.=POINT OF CURVE. W.=WEST. • • • •••••• F.I.R.=FOUND IRON ROD. PT.=POINT OF TANGENCY. LINE. CENTER_ • ••••• • - F.F.E.=FINISHED FLOOR POC.=POINT OF COMMENCEMENT - BY: _ _ • _ �/`) • ELEVATION. POI.=PO!NT OF BEGINNING. �•=ANGLE. GEOR�7� IBARRA(DJjrE OF F LTjVe 1 �d• PROFESSIONAL.LAND St1AW-W OR NO. 'W • - LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY(SURVEY): STATE OF FLORIDA.(VALID COPIES OF THIS SURVEY WILL • - EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND 00000 INSTRUMENTS.IF ANY.AFFECTING THE FHOPERTY."THIS SURVEY IS SUBJECT TO DEDICATIONS. SURVEYOR). - LIMITATIONS,RESTRICTIONS.RESERVATIONS OR EASEMENTS OF RECORD.LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD.COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. REVISED ON.,. .._... THE LIABILITY OF THE SURVEY IS LIMITED TO THE COST OF THE SURVEY. --- THE TERM'E NC ROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS.RESTRICTIONS AND SETBACKS AND THEY WILL REVISED ON. _ ... .. BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY.HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY: .• `�� HIE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE }0-yf Situated in Zone : X Community/Panel/Suffix: 120658-019 ?a= 6 Via '...,- Date of Firm: 03/02/1994 Base Flood Elevation: Y;p .<va,,'' "� Certified to: SAMUEL R. MONTI & MARIA E. MONTI '4:Q + " v� fir! US TITLE SERVICES INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY REPUBLIC NATIONAL BANK OF MIAMI , ;A NATIONAL BANKING ,• ASSOCIATION ITS SUCCESSORS AND/OR :ASSIGNS, A.T. I .M.A. Alljj_ 0;.°°. s SEAL Wow 5582 N.W.71h STREET,SUITE 202 r �J Aye MIAMI,FLORIDA 33126 �,+ Nolan '*urja:e rs �ur., SURVEY NO. ! �Y ` a TELPHONE;(305)220-3171 �� FAX:(305)554-7822 �� . LAND SURVEYORS SHEET NO. BOUNDARY SURVEY Scale t" = Z0� O T ,BLoG,� 6 r3LOCH - 2. 0, (2 io o J loo. O �Ni9f� /� o J��. �t/f11_b� �, T �r/O ID.j 0 70' o -¢8.00 u�F o• so' � p o V \• � POOL . m :_- N o �a� t ; /5.45 ��•/0 ' 1 ° ONE - STORY eES. o O I # 575 M k �? L O Tc S; L o T - /O ar. OL0 5,3.-701 33' �'S5 Zi a8' 77 0 P �a • ' o • : t• • •00000 � • • �� 0 -:;•.S`,'f1 0th} • I 0000•• 0000• I i • O; 0000 *1 ��./OC RAJ N t �.,P :U�. 00000 M ( _ ±�`1;..'i • �. 00 00.00 ;r71 P3/ i r • •000 CNOr /� yp �,�J a,S? • / ,� • �� �� `` a�a i� rc�G `� Co •5�/�/ t t11,�1 "'r •000• 00 (14C r�PkWAY 00.00.:.. T ,:t!; •'•�,,ka. 0:100 .r:•;5:. "`f',�.iJ,'. _.y.:.��.r. .1::•.:tix::.' .,.,r,,,; ,�,.. `0,{000.\-i`-r t�1[ 3 a pu ..m