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HomeMy WebLinkAboutSurvey9vr?-c-, 61 AUG 3 0 2017 II� n ' ELEVATION 4.09 N.A.V.D. 1988 BY:B -Q� BENCHMARK SET NAIL & TAB 22' COMMON USE R/W k• k BEARING BASE N.70'30'00-E. 392.31' (P) 392.37- (F) o 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. 6 W. - NAIL 6 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 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 (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING LEGAL DESCRIPTION LOT 899 NETTLES ISLAND PROJECT SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 1, IA THROUGH IJ OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE- AE BASE ELEVATION, 6.0 COMMUNITY PANEL NO.,120285-0311-J DATED, 02/16/2012 PROPERTY STREET ADDRESS, 899 NETTLES BLVD. JENSEN BEACH, FL., 34957 PREPARED FOR, COLLA BOUNDARY SURVEY =NT LAND_ SURVEYING, INC ;ED BUSINES:, Z40z>�7- EARLE R. STARM -• 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 z 0 W O.' O O I 0 (0 H L) ui 0 K (L n 0 N N 0 H R a J ti W U Z U) Z J Z 0 U (n LLI Z Z CL 0 Z U) ir w z 2 Lil 0 L1 T, mm nn N N N n v v z Q 4 0 x a w U 4 O HANDRAIL GRIP SIZEI," „-2i ii 2" y 0A. m1D. NONCIRCULAR CIRCULAR RECESSED Penrllelel. 4'- 6; PedmelBr. >F,- *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, VINri, OR EQUIVALENT. 2 X 2 BALLS 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 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 SCUD RISERS, A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. 2'- USE JOIST HANGERS /G (SIMPSON'S LUS26) ,f3� OR EQUIVALENT 2 X 6 P.T. LUMBER (SP#I OR SPp2) 1O.C. SPACING, FASTEN USING S 1D NAILS OR EQUAL / P.T. 2 X 6 FACEPLATE TO P.T.POST CONNECTION / MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" WOOD SCREWS, (4)16O NAILS, OR EQUIVALENT / PROPOSED DECK /y� FINISH FLOOR = 4'-0" 2'-0" P.T. POST TO EXISTING CONC. SLAB CONNECTION USING SIMPSON'S ABU44 OR EQUAL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH 4'-0" TYP, T. 5/4" X 6 BOARD RAIL CAP MIN, 2-3" SCREWS PER CONNECTION 6'-O" MAX GUARDS SHALL BE LOCATED ALONG OPEN -SIDED OPENINGS SHALL NOT ALLOW WALKING SURFACES, INCLUDING STAIRS, RAMPS AND THE PASSAGE OF A 4" DIAMETER SPHERE LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES 2 X 4 TOP & BOTTOM ATTACHED TO HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 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. . T. 2X6 ATTACH BALUSTERSW/ MIN. (1)#8 WOODTSCREW OR OQTUOM 2XISP.T. LANDING CONSTRUCTION 1/ 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. STAIR AND LANDING ILLUMINATION REQUIRED 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 F3'-0" LANDING HEIGHT = 5 STEPS (MIN.) (DO NOT OVER TENSION STRAPS) 4'-O" LANDING HEIGHT = 7 STEPS (MIN.) (EACH SIDES OF LANDING) (1) 2 X 6 P.T. ATTACHED TO POSTS —� NOTE: USING (5) 16D NAILS OR EQUIVALENT AT EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 2X6 To POST CONNECTION. 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 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. 11I II a e" pp,-22-2017 %3'�NcE r �c. �C E No. 5 6 STATE Fs'�4 OR\�P�� s/ON A.l- E�.�. 'el"11111' "', V ULT =ULTIMATE DESIGN NAND SPEED = 170 MPH VASD=NOMINAL DESIGN WIND SPEED �\ (TABLE 16N 3.1) 11 318 SA\o Ot 100 Lake, 33853 Office. 863-589-5980 Fax 1-866.865-2044 a. a r � a $sga w > €I?L� W kNk m � 3 g 0 0 a� $ -�$ € c, € �I Cr a r^ W zo �x 0 5 5 oLL � E rxrmz 1- m <LUW Z ZtZ 94 z6 �mm Ud q a, o a 0 K U a O Drawing Number q. STEP CONSTRUCTION Senyb Enanci Sew. 318 S. scenic Hwy, Ste 100 Lake Wzlec, FL 33051 U COPYRIGHT M15 ACTORY-BEAM .T. 2 %8 W000 CAP 4- THICK SOLID CAP BLOCK Z 8'X8'XlB" CONCRETE —MASONRY UNITS (DRY -STACKED) au APIR' It EXISTING CONCRETE NOTE: PIER TYPE 'A" HAS A SLAB (GOOD CONDITION) SLAB TO HEIGHT OF P.T. 3Y 1F FROM P.T. 2 X8 WOOD CAP .'.s` WX8"%16' CONCRETE " ASONRY UNITS -4.•�' (DRY -STACKED) e IER "B" GRADE , ^ Y' �'> EXISTING CONCRETE SLAB (GOOD CONDITION) NOTE: PIER SLTOTPP52A%S80MAB OP OP.T. STRUCTURAL LOAD LIMITATIONS: ODE 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: 1600 PSF S. OCCUPANCY CLASSIFICATION: R3 S. CONSTRUCTION TYPE: VB 10, THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. FOUNDATION NOTES: 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2, CONCRETE BLOCKS ARE ONLY RATED ATM POUNDS, 8000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES. INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE GROUND ANCHOR MAY BE USED THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION,COLLAPSE, AND LATERAL MOVEMENT DUETO THE EFFECTS OFWIND ANDWATER LOADS, 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 AND WIND FORCES AT THE BASE FLOOD. z 0o OU G >'-0" 6'-2" TYP. MAXI-7'-O" MAX 6'-0" MAX SPACING >.'-0" 6.-4"' TYP, MAX 7'-O" MAX J_ _ — f.T F.T. F.T Y-0'1G.A. G.A. G.A. 4'-0" O.C. MAX MAX GROUND ANCHOR INSTALLATION_ A BRACKET OR EQUAL FASjENED TO PERIMETER PAIL WW�10 WOOD SCREWS MIN. 1 PENETRATION CH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSRE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS, ETC., SHALL BE TYPE I 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 GALVANIZEE,p ZINC COATING (ASTM STANDARD 123-89A):.6 OUNCES PPER SQUARE F00T PER SUURFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES l,MUFA�TURER'$ NAME AND ASTM SPEC. D3a953-91, 1 1 4' WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT ENGINEER AND 0R N TONALLY IAUELC,OULTRMTE 4725 LC SACTTYYF TSSHOULD BE AT LMTU EQUAL TO SPACED PER PLAN. FOUR FOOT 4. THEMODEL 1101 M(LONGINDINAL&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 IB' 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' X 8" X 16' 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 COLUMN LOADS O = 2182 LBS. Q2 = 2182 LBS. L6v'-2" TYP. 7'-0 MAX 2'-O"I MAX 10 r'l_°-6. I FLOOD ZONE INFORMATION 6'-4" TYP. - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE 7'-0" MAX 2'-0nl AEWITH BASE FLOOD ELEVATION AT6'NAVDS8. MAX 4.0T SITE GROUND (ESTABLISHED) ELEVATION IS 4.6.' MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0' :ACTORY 1-BEAM o F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0 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 8'X18' CMU BLOCKS DRY STACKED PIER (PER PLAN) ..IDEWALL MATEUNE WALL TIEDOWNS-4'-O' O.C. FRAME OUTRIGGER FLOOR JOISTS FRAME 8-X16- CMU BLOCKS DRY STACKED PIER 4 6 .T. 2%8 WOOD SHIM a S Z_ 4' THICK SOLID BLOCK CAP 0 N EXISTING N)O I I CONCRETE SLAB -I VMS' CMU BLOCKS 'D A NI (GOOD CONDITION) N a DRY STACKED PIER I I SINGLE-STACKED I iTL-III- I I I I I ICI IL�IT1�, ALLI INSTALLATION E&NING CONCREI, 4'-0' GROUND ANCHORS WITH A 5/8" SHAFT AND A 6' SINGLE DISC OR EQUIV. O " -E" OPTIONAL TIEOOWN-ANCHOR HEep puD TENSION BOLT ANCHOR HEAD WITH MIN. 5/8" % 3-1/2' WEDGE ANCHOR OR EQUAL. MINIMUM 4' EDGE DISTANCE F_, .)SECTION 3el,yb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMATION CUSTOMER: COLLA ADDRESS: 899 NETTLES BLVD., JENSEN BEACH, FL 34957 DESIGNEOFOR* \I % PSFROOFLMLOAD, 319 S. SW le Hwy, SIB. 100 Lake Wales, FL 33853 OMDa: 863.5895980 THE 2014 F. B C -RESIDENTIAL (5ih Etlilim) V„u=ULTIMATE DESIGN WIND SPEED 170 MPH (RISK CATERGORY II BUILDING) CENTRAL MODEL # UKNOWN- 20'-0" X 35'-O'Y40'-0" (HUD) FOUNDATION PLAN AND DETAILS LI +soo esF loll L+ B ING CAPACITY' wu,e: M.B.J. V.=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY 11 BUILDING) \ DATE: Fax: 1.866-865.2044 WebsRe: Y (TABLE 1609.3.1) HOMES l PROVIDED BY .senybengineering.com Email: Info@senybengineering.com MARK V. RIGHTER, P.E. W 681B8 J °°�-2D17 SENYR ENGINEERING SERVICES 1 — SCALE NOT PRIMED TO SCALE 313S.SCENIC L33 9TE.1W LAKE WALES, FL 338 Jam/ :n<Ya e:^; ,+r:e I+. n I� , =earl,: c: A. e„s MTs•Ae DM s. comp... LAKE WALES, FLORIDA 33853 SHEET t OF 1 © COPYRIGHT Nis OFFICE: 863-5845980