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HomeMy WebLinkAboutSurvey Plot PlansBENCHMARK L I T I —PCPW'LBN69O05" ---_ ATPO 19 OFF - �- DISK VT 3Qa 9 M %YWL r= trN� ELEV.=5,5 ' NGVG 1929—a- ^'T �= Yt N 223039IW 147.51' %s N 00 2 �039"�1�35./ (P) 332,1 (M) 57RAODO R3a6 g7 3163 2; R1W (PRI�A7E) i — CONCRETE PAD _U YA EASETY M&VTu\/ j 8.0 o j y5ti LOT 22 SINGLE S70RY RESIDENCE F.F.E.=7.90(NGV9) y02 Q 1'91 d� R 5A' Ik orth L916905 LOT 14 SINGLE FAMILY RESIDENCE F,F.E.=7.84 (NGVD) u NO PROPOSED 4' SIDDYALK 1 12.50' i� ENRTY 'O PRLNOS£D I A/0 PAO k PROPOOS D 3/NGLh65 I"S81.lNAt9J YFAU/4 Y RESIDENCE a, F.F.ELEV. =6.21' i. 13.50' ' (NAVD), s' e � I LOT 24 (f . 29. (� L0 I 7WO STORY Poaci% . RESIDENCE r — I FF.E.=7.50(NGW) m ml y� N I INI co vkl5/8' IRC n7' I a�cnn� D S22'30'39"E 75.00' I I I I I I LOT 15 SINGLE STORY RESIDENCE F.F.E.=7.60(NGID) LEGAL DESCRIPTION: LO ;sTARUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK'69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC .SCALE 30 0 15 30 I I I ( IN FEET 1 inch = 30 ft. PLAT OF SURVEY FOR: PHOENIX REALTY HOMES TYPE: BOUNDARY & TOPOGRAPHIC PROJ. NO. 13-024-23 DATE: 11/16/16 DWN. BY: B.D.Y. F.B. 225 PG.76 CKD. BY: C.H.B. SCALE: 1" = 30' AND REPORT ARE NOT VAUD WITHOUT THE AND THE ORIGINAL RAISED SE AL.OF _ME FLORIDA . I'SURVEYOR AND MAPPER NAMED HEREON WHICH AND SEAL MAY BE FOUND AT THE END OF THE REPORT. THE PLAT AND REPORT ARE NOT FULL DRAINAGE xWENT LOT 16 SINGLE FAUl Y RESIDENCE F.F.E=7.73'(1VGW) re-UILDING: SETBACKS (SSB): FRONT — 25' REAR — 15' SIDES — 7.5' ADDRESS: 3915 DUNE SIDE DRIVE MIN. JLI L'}Svl% l(l. SIDES G!!R S &JG. 1 LAND SURVEYOR$ 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EIVAIL: LB6905@BBLLSOUTI3.NET Prl 1 Report of Survey: (Project #13-024-23) REVISION #1) REVISE DRIVE WIDTH 11/24/15 BI * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC REVISION #2) REVISE HOUSE 01/09/19 CHB ' THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 " PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 57.95 ` THE EXPECTED USE, OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE,. (5J-17. FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,50D. THE MEASUREMENT AND CALCULATION OF A. CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. ' THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE " ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF =THE LAST DATE OF FIELD WORK WAS: 11/16/15 " THE BEARING BASE FOR THIS SURVEY IS S 22'30'39"E ALONG THE CENTERLINE OF DUNE SIDE DRIVE AS SHOWN ON THE PLAT THEREOF. " THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. " NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. « NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. ' UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. " LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. " THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP #12111C0093 J, DATED FEB. 16, 2012. ' THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL. DATUM, (NAVD), OF 1988. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD 1988 (2.98'NGVD 1929). " ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. 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 & Abbreviations: (symbols not PLS — PROFESSIONAL LAND SURVEYOR PSM — PROFESSIONAL SURVEYOR & MAPPER LB — LAND SURVEYING BUSINESS C. R — CENTERLINE — RADIUS (R) — RADIAL L — LENGTH (NR) — NON —RADIAL & — DELTA ANGLE E/P — EDGE OF PAVEMENT B/C — BACK OF CURB B.M. — BENCHMARK POC — POINT OF COMMENCEMENT POB — POINT OF BEGINNING o PCP) PERMANENT CONTROL POINT PCP — ERMANENT CONTROL POINT © — (PRM) PERMANENT REFERENCE MONUMENT PRM — PERMANENT REFERENCE MONUMENT O — (IP) IRON PIPE IP — IRON PIPE O — (IRC) IRON ROD & CAP — PINE TREE IRC — IRON ROD & CAP EI — (CM) CONCRETE MONUMENT CM — CONCRETE MONUMENT FD — FOUND �� — OAK TREE (M) — MEASURED (P) — PLAT (C) — CALCULATED — PALM TREE R/W — RIGHT OF WAY Certified To: 1) PHOENIX RFALTY HOMES 2) 3) 4) scaleable for size) E— — GUY WIRE `Ol — WOOD UTILITY POLE ® — TELEPHONE SERVICE ® — CABLE T:V. BOX ® — ELECTRIC BOX ® LWE� POST _ HYDRANT — GATE VALVE IRRIGATION VALVE ® — WATER METER OO — SANITARY MANHOLE ® — SANITARY SERVICE ® — SEPTIC TANK O — DRAINAGE MANHOLE EE — CURB INLET ® — SURFACE INLET ® — MITERED ENO SECTION — CONCEPTUAL DRAINAGE —o— — \ STREET SIGN 235 — PROPOSED GRADE NAVD — NORTH AMERICAN VERTICAL DATUM y23.5 — TYPICAL ELEVATION A/C — AIR CONDITIONER CONC. — CONCRETE F.F. — FINISH FLOOR BSB — BUILDING SETBACK LINE EL/ELEV. — ELEVATION R\W — RIGHT OF WAY AB — AS —BUILT P/K — PARKER.-KALON ne .,Ys,rutm �rvi,.rrv+v „ ��®��� MD,TNE'ORIQNAL,.RAISED- SEAL OF. THI UCE[ISED SURV>YOR 'AND MAPPER NAMI L-AND .gURVEY®!336P , 1717INDIAN RIVERBLVD, SUITE 201 rr p VERO BEACFI,FL. 32960 1,13#6905\ PAnmv- 1,7,) O6A_19IQ FA V. IMI 9OA lnoc .. rwh+ ' ..mr�aes,affi>_ranxr�nnlw.orsvm n+way.�.em,�m�+. rrinrnzsrur+e rko 4 Vr L BUILDER'S HOME - WORK PHONE _PHONE PHONI JOB NAME - �JP -S� �l/w S�(' JOB ADDRES J CITY DECK TYPE /�iY✓e�'�S READY ❑ YES ❑ NO GROUND WIRE LENGTH SPEC. ORDER P.O. H ALUM ROOF_ POLY ROOF_ PANS COLOR Irk CELL DATE ISSUED PHONE _._— DATE MEASURED JOB # DATE LAY -OUT DATE WANTED . LOT� BEAMS SCREEN ROOF MESH SCREEN WALLS MESQD „-a O CHAIR RAIL HEIGHT CQ FL. GLASS ❑ YES ❑ NO FRAME COLOR UISUNTEX ❑ PICKET ❑ WHITE ❑ BRONZE KICK PLATE SIZE LABOR RATE C INSTALLED BY DATE COMPLETED �X J ax b 9- REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 3 ' 2" SPACING WOODMEMBEROR (MIN)(TYP) CONCRETE 1/4" 0 X 3" LAG SCREW INTO PRIMARY ANGLE AND @ 24" O.C. BETWEEN COLUMNS (TYP EACH SIDE) 1/4" 0 X 2" LAG SCREW INTO PRIMARY ANGLE AND @ 24" O.C. BETWEEN COLUMNS (TYP EACH SIDE) SECONDARYANGLE (MIN 0.125" THICK) (4) #10 X 3/4" SMS ANGLE TO COLUMN (TYP O O 1" X 2" BASE O EMBER (TYP O EACH SIDE) 0 0 PRIMARY 2" X 2" X 0.125" ANGLE (4) #10 X 3/4" SMS FASTENING COLUMN TO PRIMARY ANGLE (TYP EACH SIDE) NOTES: EACH SIDE) LColumn 1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE 112. 2. LAG SCREW DESIGNS AREBASEDON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB. AND AN ALLOWABLE LATERAL LOAD OF 185 LB. FOR WOOD WITH SPECIFIC GRAVITY, G=0.55. 3. ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FOR THE ENTIRE LENGTH OFTHESCREW. POST OR SMB WOOD BASE CONNECTION 2.5" x.125" x (GIRT (NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE) WIDTH +1/2"x BEAM NOTES: DEPTH) ALUMINUM 1. OPEN BACK 1"X2"XO.045"PERIMETER MEMBER BACKING PLATE SHALL BE ATTACHED TO HOST STRUCTURE WJ 1/4"0 X _ _ _ _ _ 2-1/2" CONCRETE ANCHOR FOR CONCRETE CONNECTION OR ----- 1/4"X 2-1/2" LAG SCREW FOR WOOD @ 6" FROM CORNER & @ ---- ----- 24" O.C. MAX. m= c 2"X2" OR 2"X3" 2. CHAIR RAIL SHALL BE ATTACHED W. 0.062" INTERNAL OR PURLIN OR GIRT EXTERNAL RECEIVING CHANNEL W/ (1) 1/4"0 X 2-1/2" CONCRETE ANCHOR FOR CONCRETE CONNECTION OR 1/4"0 X CHAIR RAIL CONNECTION 2-1/2" LAG SCREW FOR WOOD TO HOST & (2) 1#10 X 3/4" SMS EA. LEG TO CHAIR RAIL. 1/4" O CONCRETE SCREW 3" EDGE DISTANCE W/ 3" UPRIGHT & 24" O.C. W/ WO/ PAVERS CONCRETE SCREW 3" EDGE DI: @ PRIMARY ANGLE W/ 3" EMBEI INTO CONCRETE FOOTING OR SI OR WO/ 1 1/4" 0 CONCRETE SCREW 3" EMBEDMENT 6" FROM UPRIGHT & 24" D.C. W/ WO/ PAVERS 4 UPRIGHT TYP�1 ® O (4)#10X1"SMS FOR Z"X2" I VIE\,)/ THRU 2"XS" UPRIGHTS (4) #14 X 1" Z"X6" UPRIGHTS & HOSTSTRUCTURE COLUMN (SEE TABLE BELOW CHAIR RAIL SEE TABLE FOR THICKNESS IX2XO.045 PERIMETER EMBER FOR SCREENING ([yp ALL SIDES) F-'M HEIGHT u (max see H table) y 0 S 9' .�- CENTER -TO -CENTER OR CENTER -TO -HOST TYPICAL SCREEN WALL ELEVATION NUMBER OF PANELS MAY VARY MAY SPACING OF COLUMNS SHALL BE MAINTAINED 160 mph, Exposure C Chair Rails / Girts i-03 Girt \Trib Width 4'-0"- 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" T-0" 1 7'-6" ' 2" " 45' tow 6' - 7" 1 6' - 2" 1 5- 10" - T' S' - 4" 5' - 2" 5' - 0" 4' - 10' 4'-&' C5' 2"x3"xD.045"Hollow 8'-8" 8'-2' 7'-9" 7'-5" 7'-1" 6'-70' 6'-7' 1 6'-4" 6'-2" 2xa'x. ow IV-3" -7" 1 10'-1" 1 9'-7" 1 9'-2" 8'-10" 8'-6" 1 8'-3" ,-11" Non -Load Bearing Wall Heights (in -fills) Column \Trib Width 1 4'-0" 1 4'-6" 1 V-0" 5'-6" 6'- 0 1 6'.6" 7'.0" 7'-6' B'-01 8'-6" 9'-0" 2x41xO.050"Hollow 9'-2" 8'-8" 8'-3" 7-10" 7'-6" T-2" 6'-1ill 6'-8" 6'-6" 6'-4' 6'-1" 2 WxO.050" Hollow IG-3' 9'-9' 9'-2" 8'-9" 8'-4" 8'-0" 7'-9" 7-6" T-3" T-O" 6'-10" „ . 44'x . B 10'-0" 9'-5" 8'-11" 8'-6" '_ " 7'-19' T-2"' 7'_4" T-l" 6-10" G-8" x5" O50"x01 " 12'_4" 1V-7" 11'-0" 10'_6" 9- 9'-8" 9'_4" 9'-0" '_ " 8'-5" 9-3" x6"x0.050'x0:120'SM '-0" 13-2" 12'-6" 11'-11" 11'-5" 10'-11" 10'-7' 10'- 9'-1 " 9•_7" 9'-4" x7'xO.055'x 9'SMB 16-0' 14'-9' 13-11" 13-3" 12'-9' 12'_2" 11'-9" 11'-4" 11'-0" 10'-8" 19_4, x8"xO.072"x O.224"SMB 16-0" 16-0" 15-9' I6-9' 15'-0' 15-0" 15'-9' 15'-0" 15-0" 15-0" 15'-0" 2x4"x0.045'snap 11'-1" 0'-5"9' 11" 9'-5" 9'-0" 8'-8" 8'-4" 8'-1" 7-10" T-7" 7-4" 2 xF.D.055'Snop 13-9" 13'-0" 12'-4" 17-9" 11'-3" 10'-10 10'-5" 10'-1" 9'-9" 9'-S' 9'-2" GENERAL NOTES: 1. THIS ENGINEERING SHALL ONLY BE USED FOR ATTACHMENTS TO 2500 PSI (MIN) CONCRETE MIN. ORt G=0.55 (SOUTHERN PINE) WOOD MEMBERS. HOST STRUCTURE SHALL BE ON ALL FOUR SIDES OF SCREEN WALLS. ALL ALUMINUM MEMBERS ARE SECONDARY MEMBERS AS UPRIGHTTYP 4X2° HRU 2-XE' PmHTS T (4)#14X 1"2"X6"UPRIGIREVIEWE® FOR 2- & GREATER i_ 6�2"o.e. _ ®®E COMPLIANC9 - --- 'F- LUCIE COUNW4' s� . • B®CC 5. 1/2"MIN. GROUT/ -: 6' MORTAR .'1� a , �` •t �. FRONT VIEW " FILE _P Y POST OR SMB CONCRETE BASE CONNECTION 8. (NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE) DEFINED BY SECTION 2002.2.1 OF THE FLORIDA BUILDING CODE 6th EDITION, WITH THE EXCEPTION OF UPRIGHTS. DESIGN CONFORMS TO FLORIDA BUILDING CODE 6th EDITION. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)-160 MPH, EXPOSURE "C" ULTIMATE & NOMINAL WIND SPEED= 124 MPH, EXPOSURE "B", DESIGN LOAD: WIND: WALL- 49 PSF W/ 0.88 FACTOR FOR 18/14x0.013" SCREEN MESH & ALLOWABLE STRESS DESIGN (ASO) MULTIPLIED BY.06 FACTOR. RISK CATEGORY I IN ACCORDANCE W/ TABLE 1604.5 OF FBC 6th EDITION. ALL STRUCTURAL ALUMINUM SHALL BE 6005- TS OR 6061- T6. IN ACCORDANCE W/ SECTION 2002.3 OF THE FBC 6th EDITION, STRUCTURAL ALUMINUM SHALL HAVE A MIN. THICKNESS OF 0.040 INCHES. FOR SMS (SHEET METAL SCREWS), THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 1/2" & MINIMUM CENTER -TO -EDGE DISTANCE SHALL BE 1/2" UNLESS OTHERWISE NOTED. SMB (SELF MATING BEAMS) SHALL BE STITCHED W/ @10 X 3/4" SMS @ 24" O.C. (MAX.). DOOR LOCATIONS ARE NOT CRITICAL BUT SHALL BE PLACED BETWEEN OR ADJACENT TO COLUMNS. DOOR JAMBS SHALL NOT BE SUBSTITUTED FOR COLUMNS. \MAX ' N 63 . LU 10 P's, \\\\ PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P. FLORIDA LICENSE: 38654 Myron Max Neal P.E. FLORIDA LICENSE: 86663 Joel Falardeau P.E. FLORIDA LICENSE: 70667 FBC Plans & Engineerh Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com W ebsf te-www.fbcplans.com C.OA: #29054 DATE: 6-14-2019 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECTADDRESS: AI 391 f CONTRACTOR: SCREEN BUILDERS INC B451 McALLISTER WAY WEST PALM BEACH, FL 33411 staff@screenbuildersinc.com 160 MPH "C" LANAI DETAILS DWG 1OF1 2.3 THIS DOCUMENT SHALL NOT BE REPRODUCED