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HomeMy WebLinkAboutEngineeringSenyb Engineering Services COVER SHEET fill I 17©�-D3?t ST. LI;CIE COUNTY BLTLDLVG D "ION m REVIEWED FOR C L -C'I 8 f p REVIEWED BY ` $ DATE iF PLAl'NS AIND PE T MUST BE KEPT ON JOB OR NO IIN SPEC ON SVILL BE MADE. tfig THESE PLANS AND AL1, P,'1- D--OS-D I OR',. ■ ■ ■ ARE SUBJECT TO ANY ':OHHECTI M7 Engineering Projects: MAYBEDBYFIEIVIR OrI +oTLl;r ■ MAYBE NECESSAro(rrl rlE,9_R TO CONCEALED FASTs'NEFISORATTACHMEi1 coMPLYWITHALI t L;1,,..1t.eraDes. Notes: 24 -9" x 18'sEl G a rage ARE THERESA9NpRI(.I riF TPr 6. 7. CONTI ®H 9F 'C It is the responsibility of the licensed contractor (and each of the approved subcontractors) to review and understand all details, drawings, contracts, contract documents, project m itagaddenda, etc. to assure proper coordination of all the work effecting each trade as well as to ensure the proper installation of materials and proper construction techniques. Failure to review and/or understand all contract d cuments shall not relieve the responsible party(ies) of any liability or culpability. The licensed contractor is responsible for ensuring that all construction meets or exceeds applicable sections of the Florida Buildin 8PTURES LABLES SHCI%i''Nt other applicable codes in effect at the time of construction. The licensed contractor is responsible for obtaining all required permits and requesting (scheduling) all required inspections, u FAGIIM AND SHGC COMPLIANCE All work and/or workmanshipshall conform to all current existing codes and/or local ordinances that ENERGY I g h apply to this structure. WITH FBC E ERGY CODE MUST All materials shall be installed in accordance with it's listing(s) and the manufacturers installation instructions. REMAIN ON ALL DOORS AND WINDOWK All products shall have a current product approval. All products must be approved, with the primary responsibility remaining with local jurisdictions. However, the following products can be approved ml1ft ffdBP IIONSARE APPROVED Building Commission for optional statewide approval: panel walls; exterior doors; roofing products; skylights; windows; shutters; structural components; new and innovative products. Applications for product approval are available on-line at www.floridabuilding.org. It is the responsibility of the licensed contractor to provide evidence of product approval and/or State product approval codes to the local authority having jurisdiction. -A licensed electrical contractor shall make ALL electrical connections. ALL electrical connections are by -others and are subject to inspection and approval by the local authority having jurisdiction. All electrical connections shall conform to the NEC and local codes in effect at the time of construction. All electrical connections, systems, etc. are subject to inspection by the local authority having jurisdiction. ALL receptacles installed in wet locations (exterior) shall have a weather proof (wp) enclosure (cover), the integrity of which is not effected when an attachment plug cap is inserted or removed. Treated Lumber: The materials utilized may be ACQ-treated, CBA-A, or CA-B lumber. All fasteners or plates that are used that come in contact with the treated lumber shall be (unless otherwise noted on specific details) stainless steel (grade 304 or 316) OR hot -dipped galvanized (per ASTM A653, A123, A153) with a G90 or a G185 coating. There may be other "proprietary" coatings that some suppliers may specify which could be acceptable as well (ie. Z-Max coatings from Simpson Strong -tie). Concrete (standard stone aggregate) shall have a minimum compressive strength and air content in accordance with the 2014 Florida Building Code (5th Edition) - 3000 1 concrete minimum (@ 28 days). Reinforced steel deformed bars = ASTM A615 GRADE 40 ADDITION STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2014 FLORIDA BUILDING CODE SASCE 740 1. ADDITION HEIGHT: .47'41'HEIGHTMAX. 2. MEAN ROOF HEIGHTOF ADDITION 15'-0" MAX 3. ULTIMATE DESIGN WIND SPEED: 174mph WIND SPEED 4. NOMINAL DESIGN WIND SPEED: 132 mph VAND SPEED 5. WIND EXPOSURE CATEGORY: '0" 6. IMPORTANCE FACTOR: 1.0 7. IMPACT PROTECTION REQUIRED: YES 8. REVIEWED FOR SHEARWALL REQUIREMENTS: YES 9. DESIGN ROOF LIVE LOAD: 10 PSF 10. DESIGN ROOF DEAD LOAD: 10 PSF 11. DESIGN FLOOR LIVE LOAD: 40 PSF 12. MIN. ASSUMED SOIL BEARING CAPACITY: 1590 PSF 13. OCCUPANCY CLASSIFICATION: GROUPR3 10. CDNSTRUCTEDN TYPE: VS 1S. INTERNAL PRESSURE COEFFICIENT a 10.18 AND 4.18 Vult(Pst) Vasd last) EXT. DOOR (SWINGING) ZONE4 1 69.4 -75.747.2 -51.4 ZONE5 69.4 -90.9 q].2 -61,fi WINDOW 2ONE4 1 69.4 -75.7 47.2 -51.4 ZONES 69.4 -W.91 47.2 -61.6 37.0 -41.21 24.8 4].1 9TAlE: State of Florida 2014 FBC-Residential (6th Edition) ELECTNCAL: g 2011 NEC g MECHANICAL: UU W 0 O U PwmemG: ENERGY'. FLORIDA PRODUCT APPROVAL CODE CATEGORY MANUFACTURER PRODUCT DESCRIPTION APPROVALNUMBER Exterior Doors JELD-WEN Swinging Exterior Door Assemblies 12136.1 Exterior Doors Clo a BuildingProducts Sectional Exterior Doer Assemblies 5680.3 Windows PGT Industries Single Hun Windows 239.2 Panel Walls CenainTeed Coronation SidingProd. VinlSiding 12483.1 RoofingGAF As halt Shln les 10124.1 Roofing GAF Roofing Accessories(aides,vent) 6267.1 IF INDEX of Drawing Package Description of Drawing Page No. Description of Drawing Page No. Cover Sheet S1 Elevations S2 Cross Section/ Foundation Layout S3 Load Transfer/Miscellaneous S3.1 Wall/Roof Construction S4 Roof (Dormer) Construction S6 Unless specifically noted on these details, these plans DO NOT apply to "High Velocity Hurricane Zones". rlllrrrr/ EN1 cEN' No. 56 6 ° - pL, STA F i /ONAL E�t: '', r I I II r r t t 06-05-17 V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH (RISK CATERGORY II BUILDING) VASD=NOMINAL DESIGN WIND SPEED= 132 MPH' (CATERGORY II BUILDING) (TABLE 1609.3.1) (3 second gues) 318 S. Scenic Ste. 100 Lake Wales, F 33853 Office: 863-589-5980 Fax: 1-866-865-2044 ra Sheet (Senyb EnGneabin, Services I 318 e. Saenlc Hwy, Ste. 100 Lake Wdles, FL 33653 © COPYRIeHT RM6 FINISHI (HOST SIDE ELEVATION FRONT ELEVATION DORMER 24'-0" STING MANUFACTURED FINISHED FLOOR LINE (HOST STRUCTURE) — — — — — — — — — — — B.F.E - 6.0' (NAVD 88) EXISTING GRADE - 4.0' B.F.E - 6.0' (NAVD 88) EXISTING GRADE a 4.0' NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION CEN No. 5 96 S F o�s'F� PGA=k;`• OR �. NAL 66-06-17 V ULT =ULTIMATE DESIGN WIND SPEED = 170 (RISK CATERGORV II BUILDING) V ASD =NOMINAL DESIGN WIND SPEED = (CATERGORV II BUILDING) (TABLE 100D.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1.866-865-2044 Elevations ISe,,b Engineers, Services I 318S, Swnic Hwy, Sle. 100 Lake Vhlea,FL 3JBSJ © COPTNGHT 3019 FIBERGLASS SHINGLES TYP. CROSS SECTION FIBERGLASS SHINGLES U.L. CLASS A FIRE RATING. U.L. 997 WIND RESISTANCE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. (REFERENCE S6 FOR SHINGLE DETAILS) 2 LAYERS OF 15# FELT OR EQUIVALEN 7 16" MIN. ROOF SHEATHIN WOOD SHEAT ING SHALL BE FASTENED TO ROOF FRAMING WITH SO RING —SHANK NAILS 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. DRIP EDGE —I 2X FASCIA (MATCH 12" OVERHANG EAVE VENTING MIN. 1/2" P.T. PLYWOOD WITH APPROVED HOUSE WRAP, VINYL SIDING EXT. ~ _ (INSTALLED PER MANUFACTURER'S INSTRUCTIONS) O THE NAILING PATTERN FOR THE PLYWOOD SHALL BE M EVERY 3" ON THE EDGE OF THE PLYWOOD AND EVERY „I S 6" IN THE FIELD USING 6D NAILS. WALL HEIGHTS �2 x OVER S' REQUIRE INTERMEDIATE BLOCKING AND SHALL 6 BE UTILIZED. ,2 2 X 6 P.T. BOTTOM PLATE TO SLAB USING 1/2" CIA x 5-1f2" WEDGE ANCHORS W/ (1) 2" x 2 THICK WASHER 03'-0" CC (3-1/2" EMBEDDED) (ANCHOR REQUIRED ON EACH SIDE OF OHD OPEI SIMPSON AFTER REVIEW OF THE HOST STRUCTURE, A JACOBSEN HOMES MANUFACTURED HOME(24'-0" X 48'-0Y56'-0') THE EXISTING STRUCTURE WILL RECEIVE ALL LOADS IMPOSED BYTHE ADDITION BEING ATTACHED TO THE STRUCTURE. THE ADDITIONAL STRUCTURE WILL BEA24'-9' X 18'-0' GARAGE. ENGINEERED TRUSSES —SEALED BY A PROFESSIONAL ENGINEER 24" O.C. MAX SPACING 3/12 ROOF PITCH (PROVIDED BY OTHERS) DBL, 2 X 6 (FLAT) HEADER— MAX. OPG = V-4" (1 JACK/1 FULL HT. STUD PER SIDE) 2 X 6 STUDS 0 16" O.C. #2 CONSTRUCTION GRADE SPRUCE FASTEN USING 16D NAILS OR EQUAL STUD TO BOTTOM PLATE ONN TION SIMPSON H2.5 STRAP OR EQUIVALENT 4" CONIC. SLAB (3000 P.S.I.) W/ FIBER MESH ON 6 MILL VISA EEN VAPOR BARRIER OVER CLEAN SAND FILL MACHINE TAMPED (TTED TO 95X DENSITY PER ASTM D-1557) W/ERMTREATED 16"W/8(2) #5DCONTIN000SJ La'd (REFERENCE PG.54) NS TO BE PLACED ON UNDISTURBED SOIL OR FILL THAT HAS BEEN FOUNDATIO FOUNDATION PLAN 13'-9" TO VE IN (3)) 2XJO SANDWICH'HEADER —(SEE NAILING �F W/ 1/2' PLYWOOD LYRS VENTS MUST PROVIDE i SO. INCH OF OPENING FOR EVERY 1 SQ. FOOT OF STRUCTURE SPACE. VENTS MUST INSTALLED NO HIGHER THAN 12" ABOVE FINISHED GRADE. FOR ENGINEERED VENTS, FOLLOW MANUFACTURER'S INSTRUCTIONS FOR QUANTITY AND INSTALLATION. ALL MATERIALS BELOW BASE FLOOD ELEVATION BOTH STRUCTURAL AND NON—STRUCTURAL WILL BE CONSTRUCTED OF "FLOOD RESISTANT MATERIALS" CLASS 4 OR 5 NFIP. ALL LUMBER AND SHEATHINGS TO BE PRESSURE TREATED .40 CCA OR BETTER FASTENED WITH CORROSION RESISTANT FASTENERS. COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D-1557 ALL FASTENERS IN CONTACT WITH P T LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL UCTURE PITCH SLAB GARAGE I a I 4" CONIC. SLAB (3000 P.S.I.) W/ FIBERMESH REINFORCEMENT ON 6 MILL VISQUEEN VAPOR STAMPED OVER / TERMITENTREATTEDILL MACHINE REFERENCE DETAIL "A" PITCH SLAB — _--__ --__ _— • " NOTI CONTRACTOS SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSIR CTION IIm DETAIL "All 4" EDGE CONCRETE WITHICKENED MINIMUM 3000 PSI CONCRETE SLAB (@ 28 DAYS) WITH FIBER MESH BARRIER, CONCRETE OVER MIN. 6 MIL VISQ. VAPOR BARRIER INSTALLED OVER COMPACTED SAND (95 % DENSITY PER ASTM D-1557) OVER TREATED SOIL. P m \\ �_ Vx Is' Mono wi0 (2)#5 Continuous CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES t, EEN ��., CE No. 56 S : Ct NAL . 1' `b6-05-17 V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD=NOMINAL DESIGN WIND SPEED= 132 MPH (CATERGORY II BUILDING) (TABLE 1609 3 1) (3 second gusts) . 318 S. Scenic St-1O 14 Lake Wales, F 33853 Office: 8635895980 Fax: 1.866-865-2044 Drawing Number. Gross 11on/ Foundation Layout © COPYRIGHT a's LOAD TRANSFER PARKING SPACES, Ir� AFTER REVIEW OF THE HOST STRUCTURE, A JACOBSEN HOMES MANUFACTURED HOME(24'-0- X48'-0''156'-T), THE EXISTING STRUCTURE WILL RECEIVE ALL LOADS IMPOSED BY THE ADDITION BEING ATTACHED TO THE STRUCTURE. THE ADDITIONAL STRUCTURE WILL BE A 24'-9' X 18'-0' GARAGE. DORMER EXISTING SITE BEAM—► . ; EXISTING 12" OVERHANG (TYP,) EXISTING STRUCTURE I ALL GRAVITY AND WIND LOADS ARE TRANSFERRED FROM THIS STRUCTURE LOAD TRANSFER LINE THROUGH THE EXISTING MOBILE HOME =DL+LL+WL INTO THE FOUNDATION/GROUND FACTORY OUTPAGGER I PERIMETER BLOCKING 6'-0" O.C. -__... __... fur / SIDEWALL TIEDOWN SPACING 4'-0" MAX 8"W'06" CELL XISTING CONC. LAB GOOD CONDITION ASSUMED MINIMUM SOIL PRESSURE 0 1,500 PSF EXISTING STRUCTURE STR! CTURESTRUCTURE 1) 12" MAX OVERHANG 2) 2 X 6 SIDEWALL WITH STUDS ® 16" O.C. MAX SPACING, SGL BOTTOM PLATE, AND DEL. TOP PLATE. 3) FRAME PIERS — SGL. DRY STACK PIERS (CONCRETE MASONRY UNITS) AT 7'-0" O.C. MAX SPACING. 4) SIDEWALL TIEDOWN ANCHORS = 4'-0" O.C. MAX SPACING 5) EXISTING FACTORY INSTALLED SITE BEAM ADDITIONAL REQUIREMENTS 1) FRAME PIER SPACING NOT TO EXCEED A MAXIMUM OF 7'-0" USING SGL. DRY STACK CMU PIERS 2) SIDEWALL PIER SPACING NOT TO EXCEED A MAXIMUM OF W—O" USING SGL. DRY STACK CMU PIERS. 3) SIDEWALL TIEDOWN ANCHORS NOT TO EXCEED 4'-0" O.C. MAX SPACING W/ 13'-9° SITE TO VERIFY 8' x PARKING 0 I OVERHANG X 6 EXTERIOR WALL x 16" FLOOD VENTS (EXISTING) FLOOD VENTS (4 REQUIRED) FLOOD SOLUTIONS MODEL A FS-1608—HEX OR EGUIV. EACH VENT COVERS 110 SOFT BOTTOM OF OPENING NOT MORE THAN 1 FOOT ABOVE FINISH GRADE. N m EXISTING STRUCTURE NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION PROPOSED GARAGE m 18" SPACE 8' x 18" PARKING SPACE O I 00 V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD=NOMINAL DESIGN WIND SPEED= 132 MPH (CATERGORY II BUILDING) (TABLE 1609,3.1) (3 second gust) r 318 S. Scenic Hwy, Ste. 1)0 f LI r� Lake Wales, FL 33853P7 II� OFax: 1- aLII -- (fice: 863589590 L W v � U= 0 0 W m F"—i W �l9 n d c0 ee:� d9 Go a0a o 12 Drawing Number. S3.1 Load Transfer/ Miscellaneous ��'�1 Ine g5ervlees I-, �1B S 6 eh Ste, 100 L e Wales FL 3365I I Y ��©'CUPMIGHT 3a15 WALL CONSTRUCTION O GARAGES SHALL BE AND ITS ATTIC BY N( APPLIED TO THE GAI SITE TO ERIFY- - - - - - - - - - - REFE I FI o I x $al p 0 $rc CDC o H <I z1 Io ugl I ' I G GARAGE DOOR OPERATOR RECEPT -------7'S----_-- I TT I I I I I HEADER) DBL 2 X 6 (FLAT) I 1 FULL STUD/SIDE I 1 JACK STUD/SIDE I 1'-0" I I I /}it 3680 10'-0" x 8'-W OHD WINDOW SCHEDULE OA 23-1/2" X 59-1 2 IMPACT WINDOW 2050) ROOF CONSTRUCTION WOOD SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8D RING -SHANK NAILS 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. I SECURE ADDITION WALL TO HOST STRUCTURE WITH 3/16" X Y LAG AND WASHER MIN. 1" PENETRATION INTO HOST STRUCTURAL MEMBERS MIN. 8" FROM EACH END AND 24" O.C. INTERMEDIATE NOTES: 1. EXTERIOR RECEPTACLE OUTLETS SHALL BE OR PROTECTED AND INSTALLED W/COVERS APPROVED FOR OUTDOOR INSTALLATION, 2. ALL ELECTRICAL COMPONENTS MUST BE U.L. APPROVED AND INSTALLED PER LISTING AND MANUFACTURERS INSTALLATION INSTRUCTIONS. 3. ALL WIRING IS NM -CABLE UNLESS OTHERWIS NOTED. 4. ADDITIONAL RECEPTS AND 110 V. FIXTURES MAY BE ADDED OR DELETE AS LONG THEY ARE INSTALLED IN COMPUANCE WITH THE NEC. ALL ELECTRIC TO BE ABOVE B.F.E. 'EPTACLE LOCATION/ CARBON MONOXIDE REQUIREMENT QUANTITY MAY VARY A CARBON MONOXIDE ALARM MUST BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, A BATTERY POWERED CARBON MONOXIDE ALARM IS ACCEPTABLE. FLOOD VENTS (4 REQUIRED) FLOOD SOLUTIONS - MODEL k_FS-1608-HEX OR EQUIV, EACH VENT COVERS 110 SOFT BOTTOM OF OPENING NOT MORE THAN 1 FOOT ABOVE FINISH GRADE. tDP �RbTp tOP VE ESn FLASHING STRIP .Y- Mlr'unFN / 2 R YMENT 3D IH AWN [�O EE1fr,ON AIRS T2° F¢T METE DPoP EDGE WODD DECK VARIES APP D 01 FELT ALONG RACK TAL use UNDERIAW T P�rAIL IN END NNUNG " STARTER STRIPWI0R COURSE OF SHINGLES INVERTED START THIRD CD E WTH NLL STRIP MINUS RRST TAB i�RgT�fiRSHH1p1SRE5E �L1CMU MINUS 1/2 TAB THREE TAB SQUARE BUTT STRIP SHINGLES NTS CLOSED VALLEY NTS 9-10d X 1-1/2" FASTENERS -RAFTER -10d X 1-1/2" FASTENERS -TOP PLATE GARAGE ROOF TO BE ENGINEERED TRUSSES ALL TRUSSES TO BE 24" O.C. MAX SPACING NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. Lake Wales, FL 33853 Office: 863589-5980 Fax 1-866.865-2044 ROOF CONSTRUCTION SITE BUILT DORMER CONSTRUCTION 2 X 6 VALLEY BOARDS FASTENED TO EXISTING ROOF USING 16D NAILS AT 12" O.C. WHERE TYING INTO EXISTING BUILDING USE 2 X 6 VALLEY FRAMING 16" O.C. TOE NAILED TO EXISTING BUILDING ROOF DECK WITH 2- 16D NAILS AT EACH MEMBER AT BOTH TOP AND ` BOTTOM CONNECTIONS. Q . �� SpF'1P e0q�30 2X6 SPF #2 ® 16" O.C. 13/12 (TYP.) 3/12 (TYP.) —► �` 2X8 SPF # 2 RIDGE BOARD NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION .3��NCEN ;Pig., CE stir N o. 5 ° STAT IFS F e FC PG\�tvti,' O ,GNAL 101, 6,,`b6-05-17 V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD=NOMINAL DESIGN WIND SPEED= 132 MPH (CATERGORY II BUILDING),- �. n (TABLE *00.3.1) (3 second gus,Lq �i , 318 S. Scenic Hwy, Ste. 100 Lake Wales, 33853 Office: 863-589-6980 Fax: 1-866-865-20445-2044 W C Q Drawing Number'. S5 Roof (Domser) Constmctlon R S. Seenle Hwy, Ste. too Lake Wales, FL 33853 © COPYRIGHT 2016 LEGAL DESCRIPTION VSE LOT 505, NETTLES ISLAND PROJECT, SECTION 2, ACCORDING " TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, \1MpN 5I$ PAGES 1, 1ATHROUGH IJ, OF THE PUBLIC RECORDS OF ST. Gp f�p•NO �� LUCIE COUNTY, FLORIDA. n PROPERTY LOCATED IN FLOOD ZONE 'AE' cu yea Pi BASE ELEVATION 6.0 N.A.V.D. 1988 COMMUNITY PANEL NO.e 120285-0311-J n a n �B• DATED 02/16/2012 cu o N Z 5p6� PROPERTY STREET ADDRESS, 9 v t \'p VCjVR� 505 NETTLES BLVD. $ c`u JPGENZ SCR\NGS O - JENSEN BEACH, FL., 34957 t In pONCRpPGN\NG P ! +,�•1k,$ `Q�Ci cONCR�•�of Lu 1REPARED ORGE &O .GEJOYCE VOIGT = ¢ = o 7 8.IL jx Li 2' "• W Q a. to Q Z N N• GON �� ( SURVEYOR'S NOTES W . w a .�LIP.'� w 2 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS ti to w OTHERWISE NOTED. W cn �'2 N 8a V 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR 0 EASEMEp m oo FNp\NO VD. �• StP�R at 55a 0.67' o RECORDNBY�ACCURIGHTBUILDING SLAND SURVEYIYJGR NIGHTS -OF -WAY OF S N \Q. o L0 s9 ¢ 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH I y 2 W U AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR M �» 'o a REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. o o w � O y �' PIG �' 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS w W y o OTHERWISE NOTED. In O 9 $ 5.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY p a \ 0� •\ 5p5.cuaE°NGM� N. `° WITHOUTOTHER HWRITTENAN THE SCONSENT OF THE IGNI GIGNING PARTY OR SPARTYIS OOHRSITED JtLi 3 L) J $• Gpp11UFP �4i PARTIES. a 4 Q x y M \ N EwSTN g LEGEND o� w 0.6' A/C - AIR CONDITIONER I.P. - IRON PIPE N� c� O CONC. - CONCRETE COV'D - COVERED r l I I.H. - IRON BAR E.O.P. - ECGE OF PAVEMENT U (n vco ` q Z I.D. - IDENTIFICATION FND. - FOUND Z H n n LOT 504 O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS Z N N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 Q N •o. °�' D - DELTA/CENTRAL ANGLE R - RADIUS L - LENGTH F-' CCU*cu SET I.B. - SET 5/8' IRON BAR CAP #4459 J .. Q " a �, ;, �, (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED n n t-) N ;� DESCRIPTION in CC Np. Ip u (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING z Z F Ao oPRPA pp - t+ �( "�k•I" IVrl CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING 0 Z4 \P 6� EYdO' GP�tVP'�ON \lJ FGUN pf. 55 N. ' q Z, NpJO .moo W (n M n 5' GGN$ as FRONT > 4 O c� �Lp ' SIDEs(1t2S�(�j I �/ Z y ,e Al�CUR SID �� it SYMBOLS D \i. `�6�. 3•g9 ' S V REAR -' co- WATER METER t11_ 00.00 X - E%ISTING ELEVATION V / a- i� \.8,: ESP -NI!0, •_---R - CENTERUNE i2 ,13p`E' TFC QS - SANITARY SEWER MANHOLE Q Z * � $ Q.,ci . z g \ ppp'Op, IC) \� J LLI a 00 \'055 TIC) CZ.� v BOUNDARY SURVEY = w ONuss A ol�Lh7,--"c"�",�' VEYING, INC. (r� wM \ 22 COMM <—�S. Q BUSINESS NO. — V) Wa o � Y �vPE°N s °� EARLE R. STARKEY —PROFESSIONAL LAND SU R> E REGISTRATION NO. 4459 — STATE OF FLORIDA SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q V) �H RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER 0 8 0p'N �%. * v g. fx4p N0 ?p. \.OS SOSS� Jp.NRE Pp1PGENj G PWN\NGS . ENGRpPGN\�S/ x Cl lod `P/ 'ASppw J P". EY.\SPNG P N q CP./ (p •yC'Zd'.---- / i� G) c / i 8 -- n7- S vn2cv---- 0 IDO �poIQ- Ci LEGAL DESCRIPTION LOT 505, NETTLES ISLAND PROJECT, SECTION 2, ACCORDING u5E r TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, 'a PAGES 1,I UGH1 , OF THE PUBLIC RECORDS OF ST. CpMMON cep N p LUCIE TYR \ 8' PROPERTY LOCATED IN FLOOD ZONE 'AE' BASE ELEVATION 6.0 N.A.V.D. 1988 �Pi COMMUNITY PANEL NO., 120285-0311-J DATED 02/16/2012 PROPERTY STREET ADDRESS, 505 NETTLES BLVD. • JENSEN BEACH, FL., 34957 ' s w PREPARED FORo 1. GEORGE & JOYCE VOIGT c�GaE•cE U 8.2' N SURVEYOR'S NOTES f- 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS w Z OTHERWISE NOTED. cW.> 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF 0.67' o RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH V AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. SADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED N WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR ;y j PARTIES. g LEGEND 0.6' A/C - AIR CONDITIONER I.P. - IRON PIPE CONIC. - CONCRETE COV'D - COVERED I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT g1? Z I.D. - IDENTIFICATION FND. - FOUND LOT 504 O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 D - DELTA/CENTRAL ANGLE R - RADIUS L - LENGTH SET I.B. - SET 5/8' IRON BAR CAP 84459 CP) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED .` DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING a i ^ CON'MON u5E 6v_XA'\ M 9 P p g8 E SYMBOLS cm — WATER METER 00.00 X — EXISTING ELEVATION (� — CEN ERUNE — SANITARY SEWER MANHOLE BOUNDARY SURVEY ACCURIGHT LAND SURVEYING, INC. EARLE R. BEY - P SIONAL LAND SURV TI REGISTRATION NO. 4459 - STATE OF FLORIDA ' SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER n 0 N cu v N N 6 o l7 \ y 0 1 N a n a y a W ~ z A ac N 6 0 I O N I \ O N W n. \ o vy = W Y W (L q u W GAP N fU / n Nn Z z vv x O z4 U a N � w Z d V o z Q LLI m z a I- c D W 2 Ld yP ry cr W Q c q 0 o W J 4 r� Q (n w �sE e" cpMMpN fNp',kOl -, fNp 50�8p 1� g9, �Pi 06 Vol 5 Z�RE p JPGOA s(RUPW�\Nps cl w �NCRC!P�H\Np • fe k,\8 �P 1 00EtE j 8.2' _ N• O- �u Z D % CO\A U cW cA 1'2 N o FNp�0 V0 5 wRSNc 55k 0.67'CPI ¢ II D o o co , U 3 40P O��REo HOME N. AO ,o Gj J 0.6' ,0 U \ N $ U) �1 2 LOT 504 OA 'L 1fNON IZp N' S �.P • 6 0 NN J O E� GPRPGE pe i.Og' PR�POS Oy \5y0 C' 4Z4' 9.25 Yi. SEZ � B 0 o. u N103�`p ) r 3p 0 p/9p00 v 2? 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