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HomeMy WebLinkAboutBoundary SurveySURVEYOR'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 T11 NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 5.3 SET I.B. 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS w OTHERWISE NOTED. S.ADDITIONS OR DELETIONS TO SURVEY MAPS DR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED j S�Jd��E PWITHOUT ARTIES. WRITTEN CONSENT OF THE SIGNING PARTY OR Z cp o LOT 1156 Pa�P 0' A/C - AIR CONDITIONER LEGEND FOUND -A • LQi CONC. - CONCRETE COV'D - COVERED > 621ry 5.0' 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 4.9 R/W - RIGHT-OF-WAY N. L W. - NAIL 6 WASHER o .DO C.M. - CONCRETE MONUMENT P.B. - PLAT B00K PG. - PAGE I N DSO N - NORTH E - EAST W - WEST S - SOUTH �i• 8.0, N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 m = °r I N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 04 L Ji 10.0' j w w SET I.B. - SET 5/8' IRON BAR CAP #4459 o c w 3 e — � J M (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED W W rm I -I DESCRIPTION >- <I CD(F) -DENOTES MEASURED DISTANCE, ANGLE OR BEARING ) a w W LOT 1156 (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING q z x w 0 Z K W K 2 U q U N I N� LOT 1157 I 3 U N PROPOSED DWELLING 55t7 LEGAL DESCRIPTION Z I— m NOS ,$ MINIMUM FINISH FLOOR �j LOT 1157, NETTLES ISLAND PROJECT SECTION 2, ACCORDING Z �� N• T g*���G ELEVATIONO�NA:V, .D-1'988 TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 36, Q do Al o P� G� \ —'�� PAGES 1, IA THROUGH IJ, OF THE PUBLIC RECORDS OF ST. J N N IL Q QP I Z LUCIE COUNTY, FLORIDA. FZ SI \\ , 2y3 w NN N a= W I p' MIN, SETBACK RE©. Z o Z < � V a i> h• I FRONT \ W N W m W Z i (�f �¢ DP Y LOGA7ED IN:tF-L'f]©D'•ZflNEi' 0 S, m Z w SIDES /`B7iSE'EL•EVATION_6�01� > W 34 pp d ,CkR SIDES CBOM 0NITY�PANEL NO.� 120285-0311-J W o DATED, 02/16/2012 Z �FN g� / FND. 5 5' \ g FND. 5/8' ; REAR PROPERTY STREET ADDRESS: Q V I H ,I.B. NOI.Q. g I.B. NO I.D. 1157 NETTLES BLVD. , ^ JENSEN BEACH, FL„ 34957 V NP N.7030'00"E. 21.00' (P-F) -Mgc C PREPARED FOR, ROBOTHAM Q of 0 g Z — —22' COMMON USE R/W Q N -�^- FND. NAIL J a q NO IND.IL BEARING BASE N.7030'OWE. 132.0' (P—F) N16 No I.D. z BOUNDARY SURVEY ~ V) D SURVEYING, I = 'I' H� CENSED BUSINES 607 Q I SYMBOLS 0 wo SQ — SEWER MANHOLE EARLE R. STARKEY - PROFESSIONAL LAND SURVEYOR U A r 00.00 X - EXISTING ELEVATION REGISTRATION NO. 4459 - STATE OF FLORIDA U �' a o� -CENTERLINE SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q N n RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER THE FOUNDATION IS DESIGNED THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND AND ALL OTHER LOADS DURING T LOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF .T. 2iie WOOD CAP 4' THICK SOLD CAP BLOCK a�' •) 8'XB"X16" CONCRETE ASONRY UNITS ip "•� (DRY -STACKED) A PIER "A" ,r• 17' K 25' ABS PAD '•• •` ., 30008 CAPACITY EXISTING NOTE: PIER TYPE -A- UAS A CONCRETE BLAB MAXIMUM AO32 0B TTOPHEIGHT P.T. X8M P.T. 2 XB WOOD CAP `'•••s;•. B'XB'X10' CONCRETE ASONRY UNITS ".•�: (DRY -STACKED) B TER "B" GRADE '•�`" 13" X 26" • •... -EXISTING .. `. ASS PAD 23750 CAPACITY CONCRETE 1 ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132mph WINDSPEED 3. 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: 1500PSF 8. OCCUPANCY CLASSIFICATION: R3 S. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 1. BLOCKINGSPACING BABED 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 MAY BE USED. 4. THE MODEL 1101 V(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 IS'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, 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 8" X 8" X 16' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 9. INSTALL BLOCK PIER ON EACH S1DE 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 MAYBE INSTALLED INA DRY STACK SUBJECT TO LOCAL JURISDICTION ALL IIE-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 GALVANI ZINC COADNG E/STN STPNDARO 123-BSA • .6 OUNCE PER SQUARE FOOT PER RFACE 4750 POUNDS MINIMUM SJp'EAK STRENGTH, MARK9D EVERY 12 TD 75 INCHES 4MANUFACTIIRERI fLWE AND ASfN SPEC. D 953-97. / 1 4 WIDTH. GROUND EFRANACE1HDO/RS SHOULD BE CEKINEED BY PROFESSIONAL ARCHITECT OR COGN &D N�MSHO725CULD9MINIMUM ULTIMATE 475AE TLEASEQUAL TO MM DDARO XR (6TARn ,1TIJ7Ja ALAA' ICE NT X. cE N . No. 56196 STATE OF O LQ F :( O......... . ; ,''AT R r 11 IQ,22-2019 FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE E WITH BASE FLOOD ELEVATION AT 6'G NAVD 8& .OT SITE GROUND (ESTABLISHED) ELEVATION IS 4.6• LEGEND ® 17.5"x25.5"ABS PAD = 3000 LBS. CAPACITY 9M 13"x26" ABS PAD = 2375 LBS. CAPACITY IT F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR OR ANCHOR HEAD G.A -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY DEWLLASIDEWALL TIE )OVi S-4'-0' 0'C, 8'X16' CMU SL00(B E CUTRIGGEt DRY STACKED1PIERE (PER MFG.) ROORJG615 FlUME . 2X8 WOOD SHIM 4' THICK SOLJD BLOCK CAPEXISTING CONCRETE SLDRY S CMU BLOCKSIDRY STACKED PIER I9NGlE-STACKED I I-1 —� ANCHOR INECIN EXISTCO EXISTING CONCRETE INSTALLATON CISECTION "C—C" 4'-,0' GROUND ANCHORS "'N A 5/8" SHAFT AND A F-1 6" SNGLE DISC OR EQUIV. Senyb Engineering Services S. 318LakeScenic wy,FIL 385100 Lake Wales, FL 33853 THESE STANDARDS AND PLANS MEET THE 2077 F.B.C.-RESIDENTIAL (6(h EGillml JOSEPH G INFORMATION CUSTOMER: JOSEPH ROBOTHAM ADDRESS: 1157 NETTLES BLVD., JENSEN BCH, FL 34957 SF ROOF PSF ROOFLNE LOAD LOAD es, MODEL # UKNOWN- 13'-7" X 29'-O" HUD OfFlce: 863-589-5980 Fax 1-866-865-2044 Vu.=ULTIMATE DESIGN WIND SPEEDc 170 MPH (RISK CATERGORV It BUILDING) V�+•=NOMINAL DESIGN WIND SPEED =132 MPH (RISK CATERGORV II BUILDING) TH M ROBO 111t1LYl M.E.J. FOUNDATION PLAN AND DETAILS GEARING FACITL sEAwNc cAPaury Website: WWW.senybenglneenng.cam Email: Info@senybenglneering.c0m (TABLE1609.3.1) c PROVIDED BY F-1 EDAT5: 16162m9 MARK SCENI HW , STE. 100 318 S. SCENIC HWY, STE. 100 L7,1� 1J1 SENYB ENGINEERING SERVICES COPYRIGHT 2017 LAKE WALES, FL 33853 OFFICE: 863589.5980 SENYafNGiNEFRnVO SEIXv@ aa �A"RINTEOTOSDALE LAKE WALES, FLORIDA 33853 SHEET10F1 2jD471L , INONC1RCULAR CIRCULAR- PdAinatnr, 4--;B, Pedt"SlaT: s'6' *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 .OAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO RANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL OR EQUIVALENT. 2 X 2 BALLS MIN. (3) SIMPSON'S SOS 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. STRAP TO WRAP (DO 11 STAIR AND LANDING ILLUMINATION REQUIRED 3'—D" LANDING HEIGHT = 5 STEPS (MIN.) 4'—O" LANDING HEIGHT = 7 STEPS (MIN.) MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER LL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE AGENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT 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 FUGHT 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. 30" GROUND ANCHOR W/ TIE DOWN STRAP AROUND P.T. 2 X 6 TIGHTLY NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) T. 2X6 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. 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 TOP &OM W/ MIN. (1)#8 WOODTSCREEW OR EOQUIV (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 GUARDS SHALL BE LOCATED ALONG OPEN —SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO IHE 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. , I, 11 a T t, 44-?2-2019 .,ycEivr ��' CE.NSe cy1,A o. 56196 ° =_ J° STATE OF �c 0 Fs �4 OR��PG��4•�, ���ie Fart tTyf V ULT =ULTIMATE DESIGN WIND SPEED =1T0 MPH VASO =NOMINAL DESIGN WIND SPEED =132 MPH (TABLE 1609.3.1) (3 second gush) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 EE h aNa c gp" " D n�pw w > W =8r F W ae ££o.€ rc tl9 cE s "aa$ m (7 fig= 5 J ws E O O 9 Droving Number. S1 a 3. Scenic Hwy, 61c 100 Lekc Welea, FL33353 © copyNGW mn