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HomeMy WebLinkAboutREVISION 3-28-18OFFICE USE ONLY: SCANNF-D DATE FILED: , C, LUdle()UVy(\j PERMIT # REVISION FEE: RECEIPT # RECEIVED MAR 2 8 2018 9T, Wgic,; QeHnty, PorMitting PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2360 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ' ADDRESS: ` � � DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: 1I1 STATE of FL REG./CERT. #: 14 l � ` 6 6 04-1 ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: 1i — ADDRESS: CITY: 4, STATE: , ZIP: PHONE (DAYTIME): 6CA NOW FAX: OWNER/BUILDER INFORMATION: NAME: `01 d ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME:. ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: FAX: REVISION �e LY, LOT 1178 FND. 5/8- $ I.B. NO I.D. a W v 0_ O 0 pi In ~ 3 z W 0 U 0 0 'ioO a FND. 5/8- I.B. NO I.D. 01 h5 MIN. SET§ACK REQ. FRONT SIDES CNR SIDES ft ZNG. H. TE .5C2�.�a.\ \`' LOT 1172 � d20n. LOT 1173 PROPOSED MANUFACTURED HOME ;'MINIMUM FINISH FLOOR 8.3' EL.YATION 7.0 N.A.V.D. 1988 WOOD DECK h \ \ \ -CC)z U/ �. XYa S 00000 - S.7030'00-W. 21.00- (P-F) Struch ire must Moml minimum setbacks I.D. FND. 5/8- I.B. NO I.D. im 3 FND. 5/8- O I.B. NO I.D. R `7 a "la .77 00,0�• 0O`CJ I'� I I / q,Q��B, / 5N C Q� 22' COMMON USE R/W - RECEIVED MAR 2 8 2018 ST. Lucie County, Permitting D. 5/3" : NO I.D. . W0.1' mm m 4.51 W 4o as zz z O Yz Wz MF U Q O m�l -Q� N N 4.51 I SYMBOLS I ® - WATER METER 00.00 X - EXISTING ELEVATION Qr - CaMRUNE 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 WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 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. L W. - NAIL L WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH N.A.V,D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 SET I.E. - SET 5/8' IRON BAR CAP #4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING LEGAL DESCRIPTION LOT 1173, NETTLES ISLAND PROJECT SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A THROUGH IJ, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONEe AE BASE ELEVATION: 6,0 COMMUNITY PANEL NO.i 120285-0311-J DATEDt 02/16/2016 PROPERTY STREET ADDRESSt 1173 NETTLES BLVD. JENSEN BEACH, FL., 34957 CERTIFIED T0, 1. DAVID LESTER BINION L D. R �N ' 'IN 2. BECKER L POLIAKOFF. P.A. 3. OLD REPUBLIC NATIONAL F TL. SU N, f _ BOUNDARY, ,SURV r �° ACCURIGHT. LANCE U He C EARLE R. STARKEY -- PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4459 — STATE OF FLORIDA SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER 0 (U \ CD 0 0 z 0 Q "4 W Z H O ce y U ix a 0 0 I N o � I nl Ln m O o N W f- U A o A W a i • U Z Z U U n 0 N \ N fU z Q J a W y f%1 d 4i } as z a R H Q J O Ld z z g a- z g O w CD 0 N \ N (U 0 Y U W R W to z x L) In d W a W Y U x U 0 Lal J a U 0 v; o nn N N N n W x zQ 0� MC a W I U O A JHY 1-BEAM T 2 X8 WOOD CAP • • 4- THICK SOLID CAP BLOCK �',.�• B'XB"X16' CONCRETE ASONRY UNITS � ' •• A PIE "A„ .'y ING CONCRETE (GOOD CONDITION) M07 IER TYPE ' - sL TO To IGOF P P.T. 2 X8 WOOD CAP ,.v. B1X8'X16" C ASONRY UNITSONCRETE (DRY —STACKED) (GOOD (S N _ N) 1. ULT MATE DESIG LORIDA BUILD•IN I N WIND (6TH 2. 170 mPh WIND SPEED PEED: EDITION) 8 ASCE 7-10 NOMINAL DESIGN WAND SPEED: 132 Ill WIND SPEED 4 . WIND EXPOSURE CATEGORY: IMPORTANCE FACTO p 5. DESIGN1.0 ROOF LIVE LOAp; 20 PSF 6. DESIGN FLOOR LNE LOAD: 7. MIN• 40 PSF ASSUMED SOIL BEARING Cqp S• OCCUPANCYCLA IL13S RIVG. 1' CONS THIS B UCTION TYPE: TI R3CITM' 1500 PSF VELOCITY NU RI CANE ZONE AS DEFINED PLACEMENT IN q HIGH DESIGNED FO BY THE FBC. THE FOUNDgj— AND ALL OTHER LOADS RECEI EV D MAR 2 8 2018 S'T, "cig County, Perri MEET THE BASE REQUIREMENTS OF THE FE FLOOD. IN ADDITION T}IAllis E FOUN6 ON S DESIGNED Tp pR WHICH THE FOUNDATION OVIDE MUST RESIST FLOTATION, COLLAN APSE, D LAT RESISTANCE TO UPLIFT AND OVERTURNING OF THE °" 4 -0- O.C. MAX MAXRptr FACTORY I-9EQ ❑ z' O:A; "CO o oz I io = '-0" s'-�' TYp. MAX 6'_0•• MAX I FACTORY I—Raau IlvruRylAT10� FEMA MAP INDICATES THAT THIS LOT IS IN A FL E WITH BASE FLOOD ELEVATION DT SITE GROUND AT 6' NAVp 88.O0D ZONE DT SITE FINISHED (STABLISHED) ELEVATION IS 4.3' FLOOR ELEVATON TO BE 7.0 6'-0" MAX rSPACING - (SIDEWALL) z� ARtT - , MAX2'-0" 4 MAX .C. I 6,_0.. MAX SPACING (MATELINE) —0. 5'-6" TYp. MAX ,V—o' MAX j FFT FACTORY 1-1 0 4'-0. O.C. MAX MA;( A110 OOD SCn FIL EW&%uAL Fq pMIN. 14 SCREWS ORIN 'B PEN TO PERIM� IAL �GKE7 MAYa Y SPACED. 50� SCREWS HOI° 1. BLOCKING 2• CONCRETE BLOC BASED ON 20PSF LIVE LOAD DOUBLE BLOCKED .S ARE ONLY RATED ON ROOF qNp 3. STABILIZER SYS AT 8000 POUNDS, 8000 1500 PSF SOIL B SPACED PER PLAN OLIVER TECHNOLOGIES INC ORE POUND PIERS OR FARING CAPACITY LAN. FOUR FOOT GROUND EQUIVALENT HIGHER MUST BE G 4• THE MODEL 1101 M ANCHOR MAY BE USED. EW G AND FRAME TIES. (LONGITUDINAL A LATERAL ANDALL SID ALL ANCHORS ARE 4'-0" I STABILIZING LOCAT ON TH S F MIS pROTEC170N MAX SPACING h 8• WOOD SHIMS �1E TIEUAND ST HAVEA FR)AIELjE j�E TES THE NEED FOR MO KNOTS, SPLIT SIMST� LED WHEN NECESS�IL�ER P Sr BE LQ�ILIZER ATTACHED gA13IL17ER PLATES POINTS SHALL NOT BE LESSIMPERFECTIONS, ARY SE►WEEN THEE t. 7E 8. ALL TIE DO THAN 2/3 OF THE B LOCATED WITHIN 18" FROMEN LA RAL ARM 7. THE STEELFN ANCHORS SHALL HAVE A MINIMUM 4,1INI LB L BE OF P.B�'4N H ME Top OFTHE TER OF GROUND PAN RAMS OF HOME IS NOT FOR USE OFINQ PRIOR TO AOpIN�THE UMBER, CEDAR, ORU B HIMS SHALL BE 8• ALL PIERS SHALL BE CONSTRUCTED OF 8" �LOCA . L (MATE CApACm' FARING AT FREE OF 0. INSTALL BLOCK PIER ONIDE X 8" X 16" AND SHALL BE INST ALL CONTACT 10• I�EAM SUPPORT PIERS MAY BE INSTq�LED CONCRETE MASONRY UNITS MP' INSTALLED PER 771E LOCATED pIRECTLY BELOW THE I•BEAM EL RALLY DOOR GP�� F AIR SCONF CONFAND ORMING INTENDED F �UFACTURER'S SPECIFICATIONS. 11. ALL MASONRY PIERS ENINGS. RMING TO gSTM OR USE AS A PERMANENT F CATIONS. MAYBE INSTALLED IN A p INE FROM THE 0 C90' OUNDgTION. Senyb Engineerin RY STq RIENTATION SHOWN pN STACK SUBJECT TO LOCAL JURISDICTION THE FOUNDATION P 318 S. Scenic H 9 Services LAN). MUST BE Lake Wales Ste. 100 THESE 71 a C R FL 33B53 THE 2017 F. B.C. • AND PLANS MEET Fax 863589Sgg0 RESIDENTIAL F8>C 1 86 Vu" =ULTIMATE DESIGN 6TH EDITION Website; 8'S65'2044 W.Senybengineering.COm (TABLE01s� IDESIGNWINDSPEEDSPEED-170MPH(RISK CATER GORy Email: info®ser>ypengine.... .cpm 3KRICHTIE - 132 MPH (RISK CATERGI 1111 BUILDING) SCENAC R P'E #581g6 © COavwo[rr 4015 OFFICE.'4L68 SF6Lg �E. 100 —6" TYp —0" MAU /quvtMENT DUE TO THE EFFECTS OF WIND AND WATER LOAD J: DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. ]—�O FF UMN LOADS 1155LBS. = 1155 LBS. ♦�, xNCENT 'fir C E NSA,.,, y %�CC1 No. 56196 = STATE OF 4 OR G ' AL ' (p.III ,oil ,►-'d3-14-2018 If ST. LuC� � M .� LILDE; G E-11i' l j. KE `IIEVVED OR C IAN E r.E��IE`Yi:D Y 2'—O"I DATE MAXI PLANTS A. ERMIT WJST BE 10PT ON OR NO INSPECTION WILL BE MADE. I CONCEALED FASTENERS OR ARE THE RESPONSI81LiNOFTHE ENTS CONTR4CTOR OFRE NAX a CORD F-1 MBOL THESE PLATYS ANDARE SUBJECTTO ALLPROPOStp L_F*FRAME TIE -DOWN FASTENED TO GROUND ANCHOR UQUIRED ANYCORRECTIONSORKAYSE NEC 83ELD INSPECTORS THAT MN ANCHOR STRAP FASTENED TO GROUND ANCHOR =AMPLYWITyARY IN ORDER TOALL ARRLIGAELECARES,IRUENAL BLLOATERAL BRACING SYSTEMING, OR MINUTE MAN ANCHORS R TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS AL BRACING SYSTEM ONLY 8"X16" CMU 1 DRY STACKED (PER PLAN) �g EXISTING - CONCRETE BLAB ii[ io (GOOD CONOITION)�N, + C�SECTION "E_E„ CENTRAL DRAWING INFORMAICW HOMES NAME: �1E M�. DATE: to-04-zo1T 5EN1;1gEy REV: 03-12 2D1B An En„ 0ftg..d•ali i.. 56R4 [CE.=. aCA1F: In�,wg and bg1� o Company Nor MNTED To SCALE I'-0. O.C. III . NE WALL OUTRIGGER I j FLOOR JOISTS FRAME .T. 2X8 WOOD SHIM Z M a'xtg' CM BLOCKS DRY STACKED PIER —4" THICK SOLID BLOCK CAP �9 8'X16" CMBLOCKS DRY STACKED PIER SINGLE —STACKED aD O 1 1 Aj NIA ANCHOR IN TA I arON EXISTING CONCR TE INSTAL ernes. W--0" GROUND ANCHORS WITH A 5/Sr SHAFT 6' SINGLE DISC OR EQUIV., 4" EDGE DISTANCE MO # U NETTLES B VD, JENSEN BEACH FL 34957 MODEL # UK WN- DESIGNEDNION F(f 20 pA 23'-8" X 32'-0"/26'-0" HUD FOUND ) ATION AND 100PSFSOIL 0PSFSOIL PLAN AND DETAILS PROVIDED BY BEMN eEAwNoc�pAcrrr SENYB ENGINEWINC, SERVICES F- LAKE WALES, FLORIDA 33853ria TT , SHEET 1 OF 1