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HomeMy WebLinkAboutApproved survey and plansLEGAL DESCRIPTION SURVEYOR'S NOTES LOT 187, NETTLES ISLAND PROJECT, SECTION 2, ACCORDING 1, SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, OTHERWISE NOTED. PAGES 1, IA THROUGH IJ, OF THE PUBLIC RECORDS OF ST. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR LUCIE COUNTY, FLORIDA, 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,ADDITI0NS OR DELETIONS TO SURVEY MAPS OR REPORTS BY FND. 5/8" \ OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED I.B. NO I.D. WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR 4.6 PARTIES. z O FND. 5/8" p 2j I.B. NO I.D. H > LEGEND LOT 186 A/C - AIR CONDITIONER FND. - FOUND ,ARE CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - IDENTIFICATION p ,p t I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT 1 0 p�PpF>' iF Ff .a. O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS o P • Q s� d. R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER I c 6 m C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE .�, 6 6y�0 y�o LOT 179 N - NORTH E - EAST W - WEST S - SOUTH w 02 W o N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 a W W rm • �`•p N.G,V,D, 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 I- > SET I.H. - SET 5/8' IRON BAR CAP #4459 0 a f° a (P) - DENOTES DISTANCE, ANGLE OR HEARING BY FURNISHED w z Y w Q.•� `O DESCRIPTION 00 a a W a 4R5 o• c (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING a 4 a mw y pPP r) (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING 5T� Ort s. U Z apO .l 7— N m m d. � af• Z Z n n F CAPS 8" 1 ® O. `C\O4.F. o J N N 42�$� •(J��O R9$$ o 4'8 SET I.B. PROPERTY LOCATED IN FLOOD ZONE, AE U ^cd 4 11.2' �O �vE S� F J p. 1 COMMUNITY PANEL NO., 1201285-0311-J Z w x DATED, 02/16/2012 ® Zo 4 a.21 0 \ / 0 QSip o 6� PROPERTY STREET ADDRESS, ' . t n n 8'x18' EJ �\ N �p QP_,_..__—__ JENSEN BEACH,IB7 NETTLES VD.FL., 34957 \W 4 3 w� IL PARKING �� d E ys� e nnn / Iyl 4 <( v SPACE yo �' so PAIN, E rV4 ii Piii: PREPARED FOR. SHOWELL !V Z o co N 0 � M / \ Q? FFONT Z F. // \\ / moo. •� 5.06y�0 SfC[S I Q 0 m 3 0 // 0 CNR SIDEa o y 8 _ kpf100 �� 1 () Z Nei m _ _ REAR ` g � 90 2 i ZNG. z z c �(F \l N 2 / s TECH. P / PAR -- `�..• LV LOT 188 Z Q� k3( �JN�DAP� , KVLY U)i 4.2 FND. 5/8" ".-L�TT© �' FtV1-� I w I.B. NO I.D.tWD r-N " F1/2I.B. 2.12' (P-F) LICE #660 W CAP #LB4802 a >a 4.21 SYMBOLS °` I ' Y 5 ® — WATER METER STARKEY = PROFESSIONAL LAND SURVEYOR U > a' 00.00 X - EXISTING ELEVATION REGISTRATION"N0. 4459 —`STATE OF FLORIDA '�j �a/A'�. J-, jhc p p �I� - cENTERUNE SURVEY NOT VALID .WITHOUT THE SIGNATURE AND ORIGINAL I u„-II' rv, RAISED SEAL OF:'A FLORIDA LICENSED LAND SURVEYOR AND MAPPER THEFOUNDATION ISDESIGNEDTO 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 LI AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFTAND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. . 0"4'-0' MAXf 0o o.c. D" MAX MAX I � _L' — g' — -1' — 9•& — �' —mod• — o COLUMN LOADS O = 3080 LBS. FACTORY I -BEAM GOL'6'-2" iLu Q Q TYP. 1 0= 3080 LBS. ro Z 10 6-6" MAX 2'-O"I '-0" 6'-2" TYP. A oN MAX MAXF6'-6" MAX F_1 ,.16•_B" ,1—D•_B• . •- 11 PJ III III t11VIII 9 Ra, PI I - IIII LIB RI 111 © III III 1 � 0 -n- n ri ♦ _o„ L MAX FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AS WITH BASE FLOOD ELEVATION AT 6' NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.0' -MINIMUM FINISHED FLOOR ELEVATION TO BE 8.0' 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1600 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 S A EO ERPLAN FOUR FOOT GROUND ANCHOR MAYBE USED GROUND ANCHOR INSTALLATION AVTRxx BRACKET OR EQUAL FASTENED TO PERIMETER RAIL W/ ry10 WOOD SCREWS MIN. 1 PENETRATION WITH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED By THE MANUFACTURER _ 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS ETC. SHALL BE TYPE 1 FINISH B, GRADE 1, PEEL STRAPPING 109.000 MINIMUM YIELD STRENGTH, .035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZE ZINC COATING ASIM STANDARD 123-B9A • .6 OUNCES ER SQUARE FOOT PER S RFACE 4750 POUNDS MINIMUM BREAK SIRENGTfI, MARKED EVERY 12 TO 15 INCHES �MANUFAQTURER $ NAME AND ASTM SPEC. D 953-91, 1 1 4' WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT. ENGINEER,40R FORRyNATIONALTHELY RECOGNIZED 4725 BSACIIY SHOULD BE �T LEAST EQUAL TO P C P 4. THEMODEL1101 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 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, OR ASS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 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"XB"X16" 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 1-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION 1'11 1 rrrrrr Nr ,� , ' � NSF"• y r I� .. 196 o . STATE OF : Of h ONAL A,1 r t 1 1 1 1 1'1'11-18-2016 -1�U:BENTS �����fnalillr.,.. . • : , AN THEREBPONSIBILliIuf THE CONTRACTOR OF RECORD MAX 1 1 l05� cm ST. LUCIE COUNTY DUILDLtiC I I e'I"1�1;ti REIJIE6VEDFOR C L 00 WED 13 DATt z'-o" e I'LANS.iIN PE T4fUSTA` c3 MAX F-1 OR NO INSPECTIOty' WILL BE 3L�DF . SYMBOLS E PLANS AND ALL I ARE SUBJECT TO ANY CORREC' v F T FRAME TIE -DOWN FASTENED TO GRO,yfiWSSARY INFIELD ORDER0 G.A. mm�N -COLUMN ANCHOR STRAP FASTENED TO GAMM13 IW" APPLICABLE Q -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTEMAN ANCHORS LATERAL BRACING SYSTEM ONLY IDEWALL MATELINE WALL TIEDOWNS-4'-O" D.C. 8"X16" CMU BLOCKS RAME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8"X16" CMU BLOCKS a DRY STACKED PIER y .T. 2X8 WOOD SHIMEM Q EXISTING N 4"THICK SOLID BLOCK CONCRETE SLAB I B'X18" CMU BLOCKS (GOOD CONDITION) N DRY STACKED PIERDiV I� LI I IT I I I-1 I(-_TI-1Nil -1 11-1 L11 ILi I I�I I IrI I f ANCHOR INSTALLATION EXISTING CONCRETE INSTA A11ON c SECTION "E-E" 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A F-1 6" SINGLE DISC OR EQUIV. Senyb Engineering Senicea 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 THERE STANDARDS AND PLANS MEET THE zola F e.c-REs10ENTIAL r51n Eaulml CENTRAL DRAWING INFORMATION CUSTOMER: GEORGE SHOWELL ADDRESS: 187 NETTLES BLVD., JENSEN BEACH, FL 34957 MODEL #UKNOWN-20'-0"X351-0"/40'-0"(HUD) DESIGNED FOR 20 PSF ROOF LIVE LOAD AND IWO PSF SOIL NAME. Office: 863-6895980 FaX 1-866-865-2044 V,ULTIMATE DESIGNWNDSPEED= 170 MPH (RISK CATERGORY II BUILDING) V.=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY II BUILDING) ��p+ � Ms.J. FOUNDATION PLAN AND DETAILS BEARINGCAPACITY DATE° Webaite: www.aenybengineering.com (TABLE 1609.3,1) tl" HOMES 1 (' 9 „"� I PROVIDED BY Email: info@senybengineering.com n-1T-tote SEM ENGINEERING SERVICES 3185SCENIOHWY•STE.1008 $ © COPYRIGHT 2016 LAKE WALES, FL 33853 OFFICE: 86M89.5980 A"e z c.,"e ee,a C mpan} NOTPEINt OTOSCALE LAKE WALES, FLORIDA 33853 SHEETIOF1 HANDRAIL GRIP SIZE ii _ 24" I NONCIRCUILAR CIRCULAR RECESSED Periir?etaf 4` • IllPerimeter. >6q' *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. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 2 BALLS MIN. (3) SIMPSON'S SIDS 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" SIDS 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. 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. RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL 19 r16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE 1 L eE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT 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 EXISTING STRUCTURE EACH P.T. POST FASTENED TO PERIMETER JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SIDS WOOD SCREWS OR EQUIVALENT. 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. NOTE: 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 BALUSTERSW/ MIN. (1)#8 WOODTSCREW OR EQUIV. (3) 2 X 12 P.T. STAIR STRINGERS 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 2 X 6 P.T. LUMBER (SP#1 OR SP#2) 16" O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH SCREWS PER CONNECTION =STAIRAND LANDING ILLUMINATION REQUIRED 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) 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. 'rir rer rr ��-.18-. 0,6 QI No. STATE 0. OF e �4 ORe\�P =c ,S/ONAL �'rfrrrrrrrr� LL complVction with Se1609 ofthe Drawing Number. 2014 FBC-Resldential(5th Edition) S1 VULT=ULTIMATE DESIGN WIND SPEED= 170MPH STEP CONSTRUCTION VASD=NOMINAL DESIGN WIND SPEED= 132 MPH (TABLE 16093.1) (3 second guns) Sanyo Engineeging5 ces 318 S Scenic Hwy, Ste 100 Lake Wales, FL 33853 3 pp U16sS I.0{ siibd Office: 863-589-5980 '1 LNew le'e�;FL 33ev1 Fax: 1-866-865-2044 fl oa 1: