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HomeMy WebLinkAboutSurveys 1709-018740 SET N. & W. 4.13 �S al NIT ra ^ CL o r V 2 i'! O m Wro M N �ul mci m ` rrn M c'> M is N to N ya az ,o� sa z� W J m W SET N. & W. 4.25 SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. 2, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. 5,ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED LOG WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 8 PARTIES. LEGEND A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - IDENTIFICATION I.B. - IRON BAR E.O.P, - ECGE OF PAVEMENT O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS R/W - RIGHT-OF-WAY N. & W. - NAIL 6 WASHER C.M. - CONCRETE MONUMENT P.H. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 N.G.V,D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 SET I.B. - SET 5/8' IRON BAR CAP #4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING LEGAL DESCRIPTION LOT 3, BLOCK C, HOLIDAY OUT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE 28, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONEt AE BASE ELEVATION, 7.0 COMMUNITY PANEL NO., 120285-0314-J DATED, 02/16/2012 PROPERTY STREET ADDRESSe 10725 SOUTH OCEAN DRIVE #288 JENSEN BEACH, FL., 34957 PREPARED FOR: STUMPP EARLE R. SURVEY NOT VALID'WITF RAISED SEAL OF A FLORIDA lid ESSIONAL LAND SURVEYOR - STATE OF FLORIDA SIGNATURE AND ORIGINAL LAND SURVEYOR AND MAPPER o ^ I N o v I � rn ^o N f U a 0 J w N a w vi rc W w 3 rc a H Z H J Z 0 w LL! Z Z g d 0 Z g N w W Z 0 Fn Ld 0 N cu nn W Q C3 a w 4 0 q / SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS FND. N. & W. OTHERWISE NOTED, yLeN. & a•0 5ET i.e. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR j EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 1/ G 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH I�1^ AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR 01-0 4. THERECARE NOH ABOVE GROUND ENCR MARK, UNLESS OTHERWISE ACHMEN'ISE UNLESS 2 OTHERWISE NOTED. O C &ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY A L OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED FS �cR lQl IL aLO WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 4 60' FRS �8 n$ V PARTIES. W ox �g.�. 4OP� P/�QP M) V1 ` n LEGEND o 55� A/C - AIR CONDITIONER FND. - FOUND I N CONC. - CONCRETE COV'D - COVERED o a ch / �„� I.P. - IRON PIPE I.D. - IDENTIFICATION I oy-e, 0• q I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT no w 02 (p%y\ b, O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS 10 La R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER N W -o d% 3`'' tMV C.M. - CONCRETE MONUMENT P.H. - PLAT BOOK PG. - PAGE ~ mm :. 9 �. _ / (�j N - NORTH E - EAST W - WEST S - SOUTH C Q w ?0 �9�'0%— _ / �- N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 A j m SET N. & w. — c'•(' l G \ _ g N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 0 w a w a c \ tip�`'o SET I.B. - SET 5/8' IRON BAR CAP #4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED 4.13 10.08' / \ QG �c DESCRIPTION S �1 ) 8 �afr•��,D�\ems o. (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING \ o;, / / �o5F9J� a'2 sEr i.e. (C) -DENOTES CALCULATED DISTANCE, ANGLE OR BEARING N W W 2 / LO Q a Z ~ n n mcu (�z \E .I v 1 0. tt11^ c r• cD`'� LEGAL DESCRIPTION ( W W Ins / /, sc LOT 3, BLOCK C, HOLIDAY OUT, ACCORDING TO THE PLAT ' THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE 28, OF THE Z z z x / / c� 5 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, O 4 p N �- C-) m� to tj • 8'x18' : o• / / 4.460� W (/) LLI �m M PARKING o / �� > w 4 p ao SPACE / g V 04 / Doti z z2� / \\ / a G� PROPERTY LOCATED IN FLOOD ZONE, A g l[] yR / 0Lo BASE ELEVATION, 7.0 / /l a � a / A COMMUNITY PANEL NO., 120285-0314-J V / <o / LO� DATED 02/16/2012 yu 0 ZF z> PROPERTY STREET ADDRESS, z mw 10725 SOUTH OCEAN DRIVE 288 �% J•�� Q SET N. & W. 4.1 JENSEN BEACH, FL., 34957 /`..-°' f� —7 a.25 a PREPARED FORt STUMPP �� (n J Ld 00 a BOUNDY _SURVEY'" ACCUR;j L-K& SURVEY , = Ld y FND. N. & W. t d i. i 53 � l N W1'1 pLe4223 $607 a SYMBOLS e y oc o - CABLE ry sox EARLE R. STARKEY .— PROFESSIONAL LAND SURVEYOR U j w Rim 00.00 x - EXISTING ELEVATION R�FGI5TRA N N0. 4459 — STATE OF FLORIDA U s - CENTERUNE SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q N Uy RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER ACTORY-BEAM .T. 2 X8 WOOD CAP 4" THICK SOLID CAP BLOCK z -' 8"X8"X16" CONCRETE ASONRY UNITS 'N (DRY -STACKED) N A PIER "A" RRAGr EXISTING CONCRETE NOTE:Y PIER TYPE' OAFS A MUOF RA SLAB (G000 CONDITON) OM SLAB TO TOP OF P.T. 2 X 8 P.T. 2 XS WOOD CAP 8"X8"X16" CONCRETE ASONRY UNITS •',.� (DRY -STACKED) (_B )PIER "B" ,`A?•,° GRADE E%ISTING CONCRETE SLAB (GOOD CONDITION) NOTE: TY''rPTEp"B" LiAS A MPIIEI{{RRE� X B M SLAB TO NGOF P T52 STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2014 FLORIDA BUILDING CODE (6TH EDITION) & ASCE 7-10 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 9. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF S. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PBF S. OCCUPANCY CLASSIFICATION: RS S. CONSTRUCTION TYPE: VB 16. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE. AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME DUE TO FLOOD ANDWIND FORCESATTHE BASE FLOOD. FACTORY 0 I b U FACTORY I —BEAM a L6'-0" MAX SPACING o zz (MATELINE) I '-0' 5'-2" TYP. wMAX C-O" MAX] N FACTORY I -BEAM FOUNDATION NOTES: 1. BLOCKING SPACING BASED ON 20PBF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUIVALENT AND ALL SIDEWALLANCHORS ARE SPACEDPERPLAN FOUR FOOT GROUND ANCHOR MAYBE USED MAX W/Ry10 WODD SCREWS MIN. 1 PENETTROATONIMEfER RAIL WITH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKETBY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS, ETC., SHALL BE TYPE 1 FINISH B, GRADE 1, STEEL STRAPPING 109.000 MINIMUM YIELD STRENGTH, .035" MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZ Z NC COATING (ASTM STANDARD 123-B8A • . OUNCES PPER SQUARE FOOT PER 5 RFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY ANDTASTM SPEC. D5953U9ACTU1 1 4NWMDTH GROUND ANCHORS SHOULD BE / CERTIFIED BY PROFESSIONAL ARCHITECT ENGINEER AND OR NATIONALLY RECOGNIZ91) TESTING LAHO TORY, THE MINIMUM ULTIMATE �P25 CAPACITY SHOULD BE AT LEAST EQUAL TO 4. THE MODEL 1101 "V"(LONGITUDINAL S LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18" FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T.LUMBER,CEDAR, DRABS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2J3 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8" X S" X 16" CONCRETE MASONRY UNITS CONFORMING TO ASTM COO. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION 2'-0'I MAX m MAX 2' 0 MAX 0 rm COLUMN LOADS = 2772 LBS. 2O = 2772 LBS, NCE... N �r No. _ STAT 0 o_- NAL to A t U r r T 1 0b-04-2017 FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT T NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.1' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' o F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR Q-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATELINE TIEDOWNS-4'-O" O.C. B"X16" CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) V FLOOR MISTS FRAME D5 T. 2X8 WOOD SHIM z EXISTING iO iD 4" THICK SOLID BLOCK CAP CONCRETE SLAB -I -I 8"X18" CMU BLOCKS 0 (GOOD CONDITION)"NDRY STACKED PIER �L SINGLE -STACKED 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A 6" SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEX1 AND TENSION BOLT ECTION ° _ ANCHOR HEAD WITH MIN. 5/8" X 3` WEDGE ANCHOR OR EQUAL F-I MINIMUM 4" EDGE DISTANCE 8'X16` CMU BLOCKS DRY STACKED PIER CUSTOMER: S PP ( OT # 288) SenybTHESE SIBS. Scenic Hwy, Ste. 700 318 S. Scenic Hwy Ste. 10S STANDARDS AND PLANS MEET THE ZD14Fec- RESIDENTIAL 51h EaInOn1 CENTRAL DRAWING INFORMATION ADDRESS: 10725 S. OCEAN DR., JENSEN BEACH, FL 34957 MODEL # UKNOWN- 22'-0" X 364735'-0" 4HUD) DESIGNED FORM +^ aoT s=kD 1 8°Ja,SOIL NAME Lake Wales, FL 33853 170 MPH CATERGORY II BUILDING) _ - AND DETAILS BEARI OCAPACIIY. Office: 8635895980 Fax: 1.866-865.2044 Webslte: www.senybenginearing.com Vun=ULTIMATE DESIGN WND SPEED= (RISK V—=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY II BUILDING) (TABLE 16W.3.1) HOMES }°'®`q F-'V �`�,`� M.B.J. FOUNDATION PLAN PROVIDED BY F- DATE: Email: Info@sany6engineering.cOm MARK °"1-2017 SENYR ENGINEERING SERVICES SCALE: NOT PRINTED TO SCENICTER,P.TE. 1098 318 S. SCENIC HWY, STE. 100 LAKE WALES, FL 33853SHEET d _ LAKE WALES, FLORIDAFLORIDA33853 OF © COPYRIGHT2015 OFFICE: 863.6SM980 Auenpineedv6"n4UnlgnCvmpem'F SCALE HANDRAIL GRIP SIZE I 2a• 91o. Z, 0 a T_R m1n NONCIRCULAIR CIRCULAR RECESSED ParmeteL, 4"-6Perimeter:>6a.• *HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. * HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH, THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. EXISTING STRUCTURE EACH P.T. POST FASTENED TO PERIMETER— ��2 X 6 P.T. LUMBER (SP#I OR SP#2) JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SOS '-0" MAX 16" O.C. SPACING, FASTEN USING WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL 4-U 17r. T. 5/4" X 6 BOARD RAIL CAP 6'-0" MAX OPENINGS SHALL NOT ALLOW THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. 2 X 2 BALUSTERI"I, OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" SPHERE 4-3/8" TO PASS THROUGH. WOOD SCREWS FOR RIM JOIST TO POST n CONNECTION, (5) 16d NAILS OR EQUIVALENT ATTACH BALUSTERS TBOTTOM P.T. STEP LANDING FLOOR FASTENE W/ MIN. (1)y8 WOOD SCREW OREQUIV. TO HOST FLOOR MEMBERS USING SIMPON'S _ 1/4" X 3-1/2" SDS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN _ P.T. 2X6 I M Y .I 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR (3) 2 X 12 P.T. STAIR STRINGERS W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) STAIR AND LANDING ILLUMINATION REQUIRED (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO POST CONNECTION. 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) R Re NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P T LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL T, 5/4 DECKING TO P,T. 2X6 JOISTS WITH SCREWS PER CONNECTION GUARDS SHALL BE LOCATED ALONG OPEN —SIDED WALKING SURFACES, INCLUDING STAIRS. RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. s C� N o. 6 ^� 6 � t o`. S A :� FLJ OR, .FS �'•S/ANAL E�.�`` J, may , o w> m�g W 9 W � a W gal E Sjl9 E CC-/n��}"a L.JaJ E':'s UT L e HCH�� F-i I� O Ux ro o m M a phi N a voom� N E a N W z N Z 4 v 0 Q Z O W w > ar a Drawing + Number: STEP CONSTRUCTION Senyb EngineeSng SW. 318 S. Sceric Hwy, Ste 1w Lake W.Is ,FL 33853 © COPYRIGHT 315