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HomeMy WebLinkAboutBOUNDARY SURVEYSURVEYOR'S NOTES- LEGEND 1. SURVEY OF DESCRIPTIOBENCHMARK SET NAIL &TAB CONC. N AS FURNISHED BY CLIENT, UNLESS FND. N. & W. A/C .-CONCRETE COV'D -COVERED AIR CONDITIONER FND. - FOtyryri' OTHERWISE NOTED. # LB.4223 ELEVATION 3.56 N.A V.D. 1986 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR I.P. - IRON PIPE I.D. - IDENTIFICATION EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF I.B. - IRON BAR E.D.P. - ECGE OF PAVEMENT RECORD BY ACCURIGHT LAND SURVEYING, INC. w O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL v R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER LA 3.72 C.M. - CONCRETE MONUMENT GEODETIC VERTICAL DATUM OF 1929, SEE SURVEY FOR P.B. -PLAT BOOK PG. -PAGE cD N - NORTH E - EAST W - WEST S - SOUTH REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS Cm N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 a OTHERWISE NOTED. MADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY SET I.B. -SET 5/8' IRON BAR CAP #4459 OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED 1 CR) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR DESCRIPTION c PARTIES. SET I.B. CF) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING 3.4 CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING z a J o a (NJ1r W " � y ►:���. �EiB�.c►C I�Ec�. ��� � RECEIVED I; fi�� 1 AUG 2 9 2017 0 o FRONT I a � c .• ti \ IG \ w z CONCRETE PERMITTING o SIDES �° g'X18' I o ' PA%Is! �'• N C St. Lucie County, FL a GNR SIDE o o c11 M o 6 gp ACE I^ o; m N RJR w LEGAL DESCRIPTION � ��„ •'s.s 1� LOT 23, BLOCK S, HOLIDAY OUT SECTION B, ACCORDING TO v Q ZNG ( ,9� o s� i;, I- THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, PAGE w ro _.� `'►t s� � rn op 44, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, p = TECH h� y�° / toy ; FLORIDA. a i Z / c 3.71 ' N� U �T.bo z OC'' L�R a 9zz , 1 �, - _ PROPERTY LOCATED_I FLOOD ZONEe AE y •` C)y Fa C\• d1202=8'5-SET I.B. eOMMUNftP3.5 0 DATEDI02/i31+4-J CDFND. s/e' I.B. J'1 CAP 4459 Q\�1\�O� %r'c�� �' PROPERTY STREET ADDRESSi z 3.9 P� 90 �'� 10725 SOUTH OCEAN DRIVE #387 JENSEN BEACH, FL., 34957 $ o / PREPARED FOR, BATE W CIO 3.7 s SYMBOLS al 5 �rp� �� ❑E - ELECTRIC BOX G� 00.00 X _ - EXISTING ELEVATION - CENTERLINE B°•Na So. BOUNDIiARY SURVEY ~ AMMG T =AN D..SURVEYIN CD FND. 5/8• I.B. LIC D -'BUSI #6607 NO I.D. W.0.13 3.6 - H w z 3 a a H Q J N O U w LLI Z g Ix Ld 2 LLI 0 EARL EY — ' PROFESSIONAL LAND SURVEYOR %JP REGISTRATION NO. 4459 — STATE OF FLORIDA 3 SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q (n RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER W H y � W� W a Q o: De W J Y W A� �a C, .A y THE FOUNDATION IS DESIGNED' -ET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AN('' 14L MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER ,-FACTORY �-_' M AND ALL OTHER LOADS DURING '.'. '' kSE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF''!,.•.= `OME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOO1. __ T. 2 X8 WOOD CAP " �• !''. 4' THICK SOLID CAP BLOCK 8'XB-X16' CONCRETE ASONRY UNITS / (DRY -STACKED) A PIER "A" NG CONCRETE (GOOD CONDITION) T. 2 X8 WOOD CAP 0 "H 8"X8"Xle CONCRETE ASONRY UNITS ,•+ (DRY -STACKED) r B PIER "B" F-1 (GOOD CONDITION) . CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE 7-10 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 S. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 150O PSF 8. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 11. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA THE BOTTOM OF THE STRUCTURAL I•BEAM MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED IN A FLOOD PRONE OR ZONE AREA OR THE THE GRADE AT THE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL 0 4'-0' O.C. MAXI MAX r FACTORY I -BEAM v m Lwj � 1f0 ov '-0' 5'-4" TYP. Lu MAX 6'-0" MAX (n 9 - 0 4'-0. O.C. j MAF,tTORYMm - - - - 0 "T. G A. - FACTORY 1-BEAM •Q I 00 z 0 I '-0" 5'-2" TYP. ww MAX 6'-O" MAX ,cnFACTOWEAM pp''77 F:A. GA O.C1Mj4'-o,. MAX 1. BLOCKING SPACING BASED ON 20PSF 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 SIDEWALL ANCHORS ARE SPACED PER PLAN FOUR FOOT GROUND ANCHOR MAYBE USED 6'-0" MAX • SPACING (MATELINE) um ---BM -®1 �'��- rrn L5:-2 TYP. 6 -0" MAX4�_jr MAX I 0. - -O• �4 t70 JJ -V 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 3.9' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.9 GROUND ANCHOR INSTALLATION RITADRQupNpp"EpE-nP9METER RAIL M14SCW ORAR1 FILLED. EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF R IS INSTALLED. BY THE MANUFACTURER 2XB . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS ETC. SHALL BE TYPE 1 FINISH B. GRADE 1. ML STRAPPING 109,000 MINIMUM YIELD STRENGTH..035" MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZ ZINC COATING STANDARD 123-89A..6 OUNCES PER SQUARE FOOT PER S RFAC 4750 POUNDS MINIMUM Bj2EAK N(RENM MARKED EVERY 12 TO 15 INCHES MANUFAITURER NAME AND ASTM SPEC. D 53-H , 1 1 4' WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT, ENGINEER AND OR NATIONALLY RECOGNIZED 4'-0' D.C. TESTING TORY. THE MINIMUM ULTIMATE MAX SPACING 4L %ACIY SHOULD BE AT LEAST EQUAL TO 4. THE MODEL 1101 %P(LONGITUDINAL & 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 [-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, OR ABS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 213 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 W X 8" X 18" CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 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 MAX 5'-44" TYPE 6'-0- MAX 2' 0 MAX O COLUMN LOADS 1Q = 2080 LBS. O = 2080 LBS. ilTrlrrv" NCEf' No. - - STATE-0Al = - �� •• , AL Q r Y 16_ 12-2017 v F•T- -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR 0 -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ® -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY L EWALL MATEUNE WALL 7D- TIEDOWNS-4'-O' O.C. B"X16" CMU AME OUTRIGGER DRY STACKED (PER PLAN) FLOOR JOISTS FRAME 8"X16' CMU BLOCKS APIER DRY STACKED PIER X <EXISTING4' .T. 2X8 WOOD SHIM S COND THICK SOLID BLOCK CAPCONCRETE 8'X16" CMU BLOCKS oO(GOOD DRY STACKED PIER I 1 NIA SINGLE -STACKED N N f ' I-1 ��- 1-1I�•-1II1_11�_l I�_�I 1_1 I I=l I�-���-�I 1-1 I I I "-III-I �_� I=i 11 ANCHOR INSTALLATION SECTION "E-E" EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8- SHAFT AND A F-1 6' SINGLE DISC OR EQUIV. 0 Senyb Engineering Services 318 S. Scenic H", Ste. 100 ' THESE STANDARDS AND PLANS MEET (5th Edition) DRAWING INFORMATION CUSTOMER: BATE (LOT # 387) Address: 10725 S. OCEAN DR., JENSEN BEACH, FL 34957 DESIGNED FOR2D PSF ROOF LIVE LOAD Lake Wales, FL 33853 THE 2014 F.B.C. - RESIDENTIAL CENTRAL ,�����'+�yyyy+���py Model # 2648-221- 21'-8" X 36'-0'Y35'-0�� AND 15o0 PSF SOIL NAME Office: 86�589�980 Fax: 1-886-865-2044 V"Lr =ULTIMATE DESIGN 1MNDSPEED= 170 MPH (RISK CATERGORY II BUILDING) V- =NOMINAL DESIGN WND SPEED = 132 MPH (RISK CATERGORY II BUILDING) HOMES (�LF M.B.J. FOUNDATION PLAN AND DE TA PROVIDED BY PACITY �i® ET�� DATE: Website: www.senybengineedng.COm (TABLE 1609.3.1) Email: InfD@senybenglneering.com MARK V. RICHTER, P.E. # 58198 RES 05.11-2017 SENY11 ENGINEERING SERVICES 318 S. SCENIC HWY, STE,100 S © COPYRIC417 2016 LAKE WALES, FL 33853 OFFICE: 8635894980 SE"N"S ENGIAEERilw�; SfRt'iCES NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 i r e• -�.,� HANDRAIL GRIP SIZE i4 . aQ max, I �.pF' 90 tim. r: rnl � 1NONCIRCULAR C1'RCI7LdAR RECESSED Pefimeler 4"- $ m Perimeter3 g6a *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. 2X2BALU MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" — WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T. STEP LANDING FLOOR FASTENED 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 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 W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) .T. 2X6 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. .T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 4 TOP & BOTTOM ATTACHED TO TO .POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. ATTACH BALUSTERS TO TOP & BOTTOM s W/ MIN. (1)#8 WOOD SCREW OR EQUIV. 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) STAIR AND LANDING ILLUMINATION REQUIRED 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. (3) 2 X 12 P.T. STAIR STRINGERS 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 12-2017 ••�` ••yam OF 4 OR ., S/ ••.......•�� ,'���1l These plans and specifications comply with Section 1609 of the 2014 FBC-Residential (5th Edition) V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) La %elI Lae I RACT Office: 863-589-5980 OR Fax:1-866-865-2044 I` o� o� z= QU -o d OOm EJ�Ud o m � � =z�� w m v U Drawing Number: S1 =P CONSTRUCTION Engineering Services 1Zttt���,S���cc�eenic Hwy, Ste tm les, FL33853 © COPYRIGHT 2015