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HomeMy WebLinkAboutSurveysmm ¢CO J � zz � Z V� FND. 5 I.B. NO L I.D U ZI CL (L OU) U9 N m �C m Ul N 0^ 0 I I 3.77 4 �9 J e ,6d Cl p)� BUTTON El 8'x18' PARKING SPACE FND. 5/8" 3' W I.B. NO I.D. I 22" COMMON USE RIW of FND. 5/8" . I FND. 5/8' I.B. I.B. NO I.D. _ N.703OOVE. 21.00' (P-C) LB #4602 S.0.6' hV lr'. $9 �4 53. PALM TREE aG� _ V� TREE �IK. P9lM' LOT 1394 ORA PROPOSED MANUFACTURED HOME a MINIMUM FINISH FLOOR ELEVATION 6.0 N.A.V.D. 1988 p 5 STAIRS @ �^ LANDING 10' SETBACK ?.Gi 5� 4.1 LOT 1395 MIN. SETBACK REQ. FRONT 10 SIDES CNR SIDES `J REAR 5 ZNG. Hi �D TECH. 39 HIBISCUS — H ti�61:t� "c U IL 0 ) 5.1' 1 N.0.1 LOT 1393 5' SETBACK SYMBOLS 0 - GARBAGE CAN D.E. - UNDERGROUND ELECTRIC ® - WATER METER ❑E - ELECTRIC BOX 00.00 X - EXISTING ELEVATION q - CENTERLINE SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHL JY 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. &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. & W. - NAIL & 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/B' 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 1394, NETTLES ISLAND SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 1, IA-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, 1394 NETTLES BLVD. JENSEN. BEACH, FL., 34957 PREPARED FOR, MACNAUGHT BOUNDARY SURVEY 3HT LAND SUEVPffht0-, >tID SS -NO. #6 EARLE R. STARKEY - PROFESSIONAL LAND SURVEY01 REGISTRATION NO. 4459 - STATE OF FLOf�e- ! SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL - RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER o ^ I N o I N N n w a n A w y Z 3 ¢ d Y u w J a m u H U z U) Z N J N KNz:D z 0 x 2 U w = IL W v) of LLJ o �> N/ L L_ Z Z V) li 0 z Q w W Z U S Li w (n 0 N0 m wa LJ N � z w ag 0} �o W W J N �H Z 9- br.)lGi THE FOUNDATION ISI, .NED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATERAL MG IT DUE TO THE EFFECTS OF WIND AND WATER LOADS, -FACTORY I -BEAM AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OFTHE HOME DUL. j FLOODAND WIND FORCES ATTHE BASE FLOOD. — P.T. 2 X8 WOOD CAP 71 ^ 4" THICK SOLID CAP BLOCK Z M1 8"XB"X16" CONCRETE ASONRY UNITS (DRY -STACKED) APIR" .J E%IS71NG CONCRETE NOTE: PIER TYPE "A" OAS A SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 34 FROM SLAB TO TOP OF P.T. 2 X e .-P.T. 2 XS WOOD CAP r,• e IER 1.B" CONDITION) EDITION) & ASCE 7.10 1. ULTIMATE DESIGN WIND SPEED: 170 mpph WIND SPEED 2. NOMINAL DESIGNWINDSPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 S. DESIGN ROOF LIVE LOAD: 20 PSF S. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF 8, OCCUPANCY CLASSIFICATION: R3 8. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FED. 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, 80DO 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 FACTORY 6'-0" O.C. -0" O.C. rMAX SPACINq MAX MR— - —�— COLUMN LOADS D 1O = 1285 LBS. _a ooMAo O = 1285 LBS. 0 6'-0" TYP. GROUND ANCHOR INSTALLATION rA R}( BRACKET OR EQUAL FAS]ENED TO PERIMETER RAIL W/ B10 WAGOD SCREWS MIN. I PENETRATION MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED, BRACKET MAYBE OM D ONSITE IF IT IS tNSTAUED BY THE MANUFACTURE 2X8 . MIN. PERIMETER RAIL 4. THEMODEL1101"V"(LONGITUDINAL S 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 I8"FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAYBE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALLBE FREE 01 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 �.0�p02 IN. - OOSZZMM) COATING (ASTMM 3TANOARDC'123A 89AE)p, 6 OUNCES PER SQUARE F00T PER SURFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARK9D EVERY ANDTASTM SPEC SD3953U 91, TURER'S4"NAME TH GROUND ANCHORS SHOULD )BE / EENGINEER AANNDR/gORRpHyAEOENALLY RECOGNIZT9D Lo NEAPSAACCORY SHOULD BEMAT LEST LEQUUAL TO 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 B" X 16- CONCRETE MASONRY UNITS CONFORMING TO ASTM 090. 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 [-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION (PER PLAN) D SECTON 1.E— P-1 F MAX o1 MAX r4 O h THESE PLANS AND ALLCORRECTIONS ARE SUBJECT TO ANY MAYBE NECESSARY IRED 13Y FIELD N ORDER TO PECTORS THAT COMPLY WITH ALL. APPLICABLE CODES. FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88, -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 422 -MINIMUM FINISHED FLOOR ELEVATION TO BE 0.0' 0° G.A. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVER TECHNOLOGIES, TIEOOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL 8 LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATELINE '-0" O.C. OUTRIGGER FLOOR JOISTS FRAME T. 2X8 WOOD SHIM Z -4" THICK SOLID BLOCK CAP B"X16" CMU BLOCKS 'o -DRY STACKED PIER 1 SINGLE —STACKED 4'-0" GROUND ANCHORS WITH A S/8" SHAFT AND A 6" SINGLE DISC OR EQUIV. ANCHOR HEAD WITH MIN. 5/8" X 3" WEDGE ANCHOR OR EQUAL. MINIMUM 4" EDGE DISTANCE Senyb Engineering Services 318 S. BOSTIC Hwy, Ste. 100 Lake Wales, FL 33853 THESE STANDARDSAND PLANSMEET THE 2014F.B.C. RE51DENTIALOth EeRiom CENTRAL DRAWING INFORMATION CUSTOMER: MACNAUGHT ADDRESS: 1394 NETTLES BLVD., JENSEN BEACH, FL 34957 MODEL '-LSHUD) DESIGNEDFOR20 PSF ROOF LIVE LOAD 0PBFSOIL HAVE:AND Office; 863-689-5980 Few 1-888-865-2044 Website: www.eenybengineenng.cotn Email: InfD@senybengineering.com © DOPYRIeHT OLD Vo -ULTIMATE DESIGNWNDSPEED= 17OMPH(RISKCATERGORY II BUILDING) V.=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORV II BUILDING) (TABLE 1609.3.1) MARK V. RIGHTER, P.E. N 66196 318 S. SCENIC HWY, STE. 100 LAKE WAIFS, FL 33853 OFFICE; 863-6895980 HOMES sn 5 An6n61nmrnC°ntl Dnlm nmyauy M.ad. FOUNDATION LANA6'DDET FOUNDATION PLAN AND DETAILS PROVIDED BY SENYR ENGINEERING SERVICES LAKE WALES, FLORIDA 33853 eEARINGCAPACITY BEWRIN 1• Y� , 9le�' sxEErloRs DATE: W-28-2017 SCALE: NOTPRINTEDTOSGALE HANDRAIL GRIP SIZE as C " ,7:R. x IS � t NONCIRCULA'R CIRCULAR i@ECE88ED porimeter 4" •:6," Perrmetee:>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 LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. 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 RE QUIRED WHERE THAN TREAD DEPTH IS A MINIMUM OF 11 INCHES. ,T. 5/4" X 6 BOARD RAIL CAP X EXISTING STRUCTURE EACH P.T. POST FASTENED TO PERIMETER--/ JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SDS WOOD SCREWS OR EQUIVALENT. N —0"' MAX 2 % 6P.T. LUMBER (SP#1 OR SPk2)16" O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION v —0 MA 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 H SIDESOFLANDING) STAIR AND LANDING ILLUMINATION REQUIRED (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO POST CONNECTION. 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) CONCRETE OPTI LLFTEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND HORS AND TIEDOWN STRAP CAN BE OMITTED.(3) 2 X 12 P.T. STAIR STRINGERS P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CRETE SLAB USING SIMPSON'S L-BRACKET OR EQUIVALENT. 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 `11.1I11r" 0 -2017 NCEN ., E CN o. 5 J .I"�j� CL- O••• ANAL ��lllll 11 VULT =ULTIMATE DESIGN WIND SPEED= 170 MPH V ASD =NOMINAL DESIGN WIND SPEED =132 MPH (TABLE 16093.1) _11 (3 second gust) 318 S Scenic Hwy, Ste 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax 1-866-865-2044 m LL Drawing Number: S1 EnOmeetlng aeMros 8 S. Scenle Hwy, St. 100 Lake Wales, FL 33853 © COPYRIGHT 2015 VINYL SIDING HARDI BOARD OR EQUIVALENT SKIRTING DETAIL P.T. SILL ENDDOFGSTUD, AONEBPER GFLANGEG�MIN. (2)�8 PERIMETERE WALL S FRAMUD rIING qq ���� ryryryry MET215 GAUGE) AFS'fUDi5 LT04�DELCOVERED DW11HiTHERMO PL� (.113 THICKNESS) THERMO—PLY TO BE INSTALLED WITH 1-1/4° GALVANIZED ROOFING NAILS OR EQUIV, THE FASTENING SCHEDULE IS 3" O.C. ON ALL PANEL EDGES AND 6" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR OVER STUDS. THERMO—PLY TO BE COVERED WITH VINYL LAP SIDING, HARDI BOARD OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURER'S A SECTION 11A" S-1 VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH FLOOD VENT NOTES HEIGHT AND WIDTH\\ DIMENSION) CORROSIO PREVENT THE ENTRY OF CORNER OF STRUCTURE MAX 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. USIN GSIMPSOpNS 14' � 2HO%2P SDS IWOODAT) �STREGW' ORED SCRIEW PIATTERN) SPACING. E OUTRIGGER FLOOR JOISTS FRAME '—P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED /—EXISTING CONCRETE SLAB MATELINE FLOOR JOIST P.T. SILL PLATE NIZED METAL STUD (26 GAUGE) e V-4" O.C. GALVANIZED METAL STUD (26 GAUGE) 1NG CONCRETE SLAB ' VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S / INSTRUCTIONS. These plans and specifications compplyy With Section 1609 of the 2014 FBC-Residential (5th Edition) WILT =ULTIMATE DESIGN WIND SPEED =1TO MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) ,prig 1 318 S. Scenic Hwy, Ste. 1 )?k Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 B Drawing N�uIumber SMni gGDetelis nyb Engineering Servlcee e S. SOenie Hwy, St.. too Lake Wales, FL 33953 © COPYRIGHT 2013