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HomeMy WebLinkAboutapproved survey and plansSURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS SYMBOLS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR a m EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF �=' RECORD BY ACCURIGHT LAND SURVEYING, INC. Ad dE - SEWER CLEAN -OUT 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH za �E - ELECTRIC BOX AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR z REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. y� CTABINO 00.00 X - EXISTING ELEVATION 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS �0 OTHERWISE NOTED. o x S.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY N — CENTERLINE m s o % OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED < WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR a w * PARTIES. mw W ~ g LEGEND 00 A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - IDENTIFICATION 01 0 I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT FND. 5/8" O N I.B. NO I.D. � O.H.W. -OVERHEAD WIRE LB -LICENSED BUSINESS „R/W - RIGHT-OF-WAY N. 8 W. - NAIL L WASHER v, p ��I� ^��'Y I�� E�] C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE to ° w B N - NORTH E - EAST W - WEST S - SOUTH N w w ii a T *GCk.. N.A,V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 } ... pq / R .tea r- a ao :. W \ SS 8 FROiET�'� `�^ N�GN.D, 29 -NATIONAL GEODETIC VERTICAL DATUM 1929 U Q Q (n or \ -- I SET I.B. - SET 5/8' IRON BAR CAP #4459 -w, a 3 M Ld qi \ SIDES �t (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED 0O � ¢� _ Z N r _ DESCRIPTION 0_ w a y 2 1 (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING iV CtdR SIDES ".J (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING 3 \ U c m o°P� REAR �i �\ 41-` .o�. U P o 3j \ �=V°°� O Z nn ' z aN 5.6' .\ f = v 1 m N c Z qy s \ a LEGAL DESCRIPTION ,� It N N 2y 2� �• pR0 \ O ¢ LOT 156, VENTURE OUT SECTION C, ACCORDING TO THE PLAT N N �Q=o b '11/N/� OS d THEREOF, AS RECORDED IN PLAT BOOK 16, PAGE 7, OF THE (n v Cory z PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. z 3 `�sh T ti 10.3' w Z w¢ 00 12.50' SON/Sh, by S6 12.50' _ o� f7 SET NAIL & �! 'c qC U x Q WASHER #4459 A•VQ O�R�RF� ' 1 2 Z cJ 4 /988�FVhi T NF a i / WASHERLLJ A#4459 IL ac PROPERTY LOCATED IN FLOOD ZONE, AE W 4 N / / BASE ELEVATION, 7.0 N.A.V.D, 1988 r/ Z ?i COMMUNITY PANEL NO., 120285-0314-J Z m pg8k78 \ DATED, 02/16/2012 z \ 290 �o• SpgC/�yC W PROPERTY STREET ADDRESS, (n a V) 10701 SOUTH OCEAN DRIVE #755 _ JENSEN BEACH, FL., 34957 0 Q' — �2 Z PREPARED FOR, SHOVER 0 � � z gND�c&40 0 a W = 8,(}UI�OI,RY SURVEY ~ v�—i 27.50' LENOjN � b�'' S°U RVEYIN G r=r^^ W y P us LICEN E'hBUIES 660 V=" L � 1 a EARLE';R STARKEY - PROFESSIONAL LAND SURVEYOR U 25' COMMON USE R/W arc REGISTRATION NO. 4459 - STATE OF FLORIDA (, a LIL& o rqe ND I.D. SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q N �H RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER C7a3-- 03) THE FOUNDATION IS DESIGNED TO 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 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. 0 I 0 FACTORY I -BEAM) FACTORY 1. BLOCKING SPACING BASED ON 2OPSF 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 SPACEDPERPIAN FOUR FOOT GROUND ANCHOR MAYBE USED !'-()" 4'-0„ ( MAXr MAX U -0" 6'-3" TYP. MAX 7'-0" MAX MAXI — — — — 2'-O" 6'-10" TYP. MAX 7'-6" MAXI Q Ifni &:A. E.TT &:A, �4'-0" D.C. MAX MAX 6'-0" MAX SPACING (MATELINE) —I; • — d. mod. COLUMN LOADS o O = 1850 LBS. FACTORY 1—BEAM 2O = 1850 LBS. 6'-3'vYP. 7'-0" MAX 21-0„ E MAXI 12,_0„ 4'-0"I ST. LUCM COUN'TV 0 I)U G 01 e I _D" REVIEWED FOR c LL I'CT. FACTORY I —BE M'AX REVIEWED Bi' _LU1 —2--- _ �A'IE ., �T' FTruvT _ __ 00 Cam _-- 6'-0" I Q OBL. WINDOW (START) X SPACING] _ - GROUND ANCHOR INSTALLATION AWy BRACKET OR EQUAL FASTENED TO PERIMETER RAIL MWOOD SCREWS MIN. 1 PENETRATION WITH,10MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED, BRACKET MAYBE OMITTED ONSITE IF IT IS IN TA_IED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS ETC. SHALL BE TYPE I FINISH B. GRADE 1, STEEL SIT'RAPPING 109.000 MINIMUM YIELD STRENGTH, .035" MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH g HOT -DIPPED GALVANIZ ZINC COATING (ASTM STANDARD 723-B9A- .6 OUNCES PER SQUARE F00T PER S RFACE 4750 POUNDS MINIMUM BREAK STRENGTH, M4RKED EVERY 12 TO 15 INCHES TMANUFACNRER'S NAME AND ASTM SPEC. D3953-91 . 1 1 4" WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY AAPROFESSIONAL ARCHITECT ENGINEER AY RECOI SLDN �H00 8EATILUMT8IMA��CY ESAL TO 4725 LSS. 4. THE MODEL 1101 "V"(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES, EACH SYSTEM 15 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 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. S. ALL PIERS SHALL BE CONSTRUCTED OF WX W 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 6'-10" TYP'— J 7'-6" MAX 2'-0"I MAXI I �GoA� &:zy &:A.� O DEL WINDOW (END) MAX OR NO INSPECTION WILL BE NIADE. ,`111 I ITr ra ,,, 0EN c No. 5 6� STAT o raw;: Fs OR'10PG�`,. S'ONAL ��.•` `"T E I u 1: 1 10�-17-2017 JOB FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 7 NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 3.7' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' v II lvis vw CONTRACTOR OF RECORD IF F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 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 IDEWALL nl:DowNs-a'-o" D.C. MATELINE WALL ARE SUBJECT TO ANY CORREC' SEQUIRED BY FIELD INSPECTOF V AY BE NECESSARY IN ORDER 3'X16" CMU BLOCKS RAME OUTRIGGER OMPLY WITH ALL APPLICABLE ]RY STACKED PIER PLAN) FLOOR JGIsrs ,PER EXISTING N iO SLAB I CONOITION)DRY FRME 8'X16" CMU BLOCKS DRY STACKED PIER .T. 2XB WOOD SHIM Ztj 4" THICK SOLID BLOCK CAPCONCRETE 8"X16" CMU BLOCKS(GOOD STACKED PIER -I W:: GROUND ANCHORS WITH A 5/6" SHAFT AND A 6" SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT ANCHOR HEAD WITH MIN. 5/8" X 3" WEDGE ANCHOR OR EQUAL. MINIMUM 4" EDGE DISTANCE SHOVER (LOT 755) SanybCUSTOMER: 318 S. EngineerScenic Hwy Services SIBS. Scenic Hwy, ste.100 Lake Wales, FL 33853 ET THESE2014 FSDARDS RESIDENTIAL THE 2014 F.5.0-RESIDENTIAL(51h Editim) CENTRAL DRAWING INFORMATION ADDRESS: 107015. OCEAN DR., JENSEN BEACH FL 34957 MODEL # UKNOWN- 23'-4" X 38'-0"/29'-0" (HUD) DE8 NEOFOR 20 P�LNELOAD Psesc6 M�A6'RY NAME' Office: 863-58"980 VU"'ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERGORY II BUILDING) V^m=NOMINAL DESIGN WINO SPEED=132 MPH (RISK CATERGORV II BUILDING) .- M.B.J. FOUNDATION PLANE AND DETAILS B °ATEf 0216261T FeX: 1.866.805.2044 Webslts: www.senybenglneeAng.com (TABLE 1609.3.1) HOMES 9 { PROVIDED BY Email: Info@senybenglneetlng.com MARK V. RIGHTER, P.E.#5619fi SENYR ENGINEERING SERVICES SCALE; 318 S. SCENIC HWY, STE. 100 LAKE WALES. FL 33853 + ' ` ` +' LAKE WALES, FLORIDA 33853 3HEET10F1 ©COPYRIGHT 2015 OFFICE: 863-589.5980 n"E gm s""a nniF t' n"r NOT PRINTED TO SCALE HANDRAIL GRIP SIZE I 14¢ . 24"'max.. fie '3^ is f4.4 171min. II!1(ONCIRCULAIR. CIRCULAR RECESSED Pafinxaiuv: 4'- 64" . Perimeter p6a" *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. 11 THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, 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 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. TREAD CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 nFn ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUI 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 EACH P.T. POST F JOIST USING (3) 1 WOOD SCREWS OR 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. 6 Wd pW n IYW � / LL 0 n $ W o EXISTING STRUCTUREle /8 / / s OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. W/ MIN. (1)�8 WOODTSCREW ORBEQUIOV (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 FASTENERS IN CONTACT WITH P T LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL —1 12 X 6 P.T. LUMBER (SPIN OR SDS '-0" MAX 16" O.C. SPACING, FASTEN US 16D NAILS OR EQUAL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION STAIR AND 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. P.217-2017 NCEN %�,�� No. 56 6 '1. o'^. STATE 0 ' AL E�, "ON n m w z Ld compplyV with Section 1609 of the 2014 comp -Resldential (5th Edition) Drawing Number: S 1 V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH STEP GONSTRUCTI VASD=NOMINAL DESIGN WIND SPEED= 132 MPH (TABLE 1609.3.1) (3 second gusts) ' �e"r6r9. 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 91e pprp)I%(J�� 4ie� Office: 863-589-5980 Lake ale9a5: Fax 1-866-865-2044 © COPYRIGHT W15