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HomeMy WebLinkAboutSurvey Plot Plans\ N� LOT 31 1988 FORMBOARO LOCA77ON 70,10 OP OF FORMS &EY.-Am, 5V0'Un1gY �. & •- . 15Nfi� �� 1i'20'/ -\ \ - 78. a \\ �) FTRADDL L6DISK Q\\STRADDLE POINT9 3'OFFSET A7 POINT OF INTEiiSECT LEGAL DESCRIPTION, LOT 32, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK'69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA North GRAPHIC SCALE 31 I it 30. � I ( IN FEET ) 1 inch = 30 ft. LOT 33 VACANT hills. S �uHr, C RE REAR BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' SIDES - 7.5' ADDRESS: 3906 DUNE SIDE DRIVE PLAT OF SURVEY FOR: CHRIS L. ALBERG AND LISA D.J. ALBERG TYPE: BOUNDARY & TOPOGRAPHIC 'DATE: 09/04/13 PROJ. NO. 13-024-32 F.B. 292 PG. 60 DWN. BY: T.B. SCALE: V = 30' CKD. BY: C.H.B. THIS PLAT ARE NOT VAUD THE SIGNATURE WHICH SIGNATURE ANDTSEAL MAY DE FOUND AT THE END Of THE AND REPORT. I ! RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER.. MERIDIAN LAND SURVEYORS 1717 TNDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB96905 PHONE: 772494-1213, FA' 772-794-1096 EMAIL: LB6905@BELLSOUILNET Z:\l'IMkInq RIM120131,0BR13-024 TARPON RATS}L07SUOT32U3.024-32-F9{:MTS-V17.Av9, LayaA 1, 112912019.10:50:01 AM n Report of Survey.. (Project #13- 024-32) REVISION 11)*FORMBOARD 01/21/19 CHB REMSIM #2) ADD CERTS 01/29/19 CHB * TYPE OF SURVEY; BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY; MERIDIAN LAND SURVEYORS LB#6905 1711 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE; CHARLES H. BLANCHARD P.S.M.# 5755 * THE EXPECTED USE OF THE LAND; AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (6J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. 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: 01/18/19 * BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39"W FOR THE CENTERLINE OF DUNE SIDE DRIVE; SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. * 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' AND AE-4' PER FLOOD INSURANCE RATE MAP #12111CO093 J, DATED JAN. G, 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. * ALTHOUGH BASED ON THE BEST AVAILABLEINFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN *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, OR CONSIRUCIION. Legend & Abbreviations: (Symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE P.SM - PROFESSIONAL SURVEYOR & MAPPER '0-+ - WOOD UTILITY POLE LS - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE It - CENTERLINE Q - . CABLE T.V. BOX R - RADIUS -.' - OAK TREE ...� ELECTRIC BOX L - LENGTH IG - LIGHT POST A - DELTA ANGLE ,. µ _ PALM TREE 4 - WELL E/P - EDGE OF PAVEMENT �° - HYDRANT BIC - BACK OF CURB '�, D4 - GATE VALVE B.M. - BENCHMARK IDt1 IRRIGATION VALVE POO - POINT OF COMMENCEMENT - PINE TREE ® - WATER METER POS - POINT OF BEGINNING ® - SANITARY MANHOLE 0 (PCP) PERMANENT CONTROL POINT © - SANITARY SERVICE PCP - PERMANENT CONTROL POINT - ® - SEPTIC TANK O (PRM) PERMANENT REFERENCE MONUMENT OO DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT EM - CURB INLET O (IP) IRON PIPE 129 - SURFACE INLET IF - IRON PIPE ® - MITERED END SECTION 0" - (IRC) IRON ROD &CAP - CONCEPTUAL. DRAINAGE IRC - IRON ROD &CAP �- - STREET SIGN 0 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM (F MEASURED AV5 - TYPICAL ELEVATION A(C AIR CONDITIONER (P) - PLAT CONC. - CONCRETE (C) - CALCULATED (DE) - DRAINAGE EASEMENT F.F. - FINISH FLOOR (OA) - OVERALL (AE) - ACCESSEASEMENT BOB - . BUILDING SETBACK LINE ELJELEV. - ELEVATION Certified To: R1W - RIGHT OF WAY 1. CHRIS L. ALBERG AND LISA D.J. ALHERG ACR - ABOVE CROWN OF ROAD 2. FLORIDA COMMUNITY BANK, N.A., ISAONATIMA • • "' • s . 3.00EANSIDE TITLE & ESCROW, INC. 4. ALLIANT NATIONAL TITLE INSURANCE •"•" '' MERIDIAN THISTH&ORI,IRNOT RAISED SEA. U'lkE,-••SIGNATURE AND THE•ORIGINAL RAISED SEAL OF'•THE•FLORIDA LICENSED SURVVOR-AND AM PPER NAMED BELOW. LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VEROBEACH, FL. 3296ULB#6905 6m PHONE: 772-7941213, FAX:,772-794-109G \ - EMAIL:LB6905@BELLSOUH.NET CHARLESH:;BUINCHARD.... S.M:_P755 2:jWoridng FlIeAZO23JOB' A13-024TARPON FIATS\LOTSILOT32I13-024-32-FO-MT�Y37Avg, LaWit 1, 1(29(201930:50:1SAM rkl G Ur 4 BUILDER'S HOME WORK CELL DATE ISSUED PHONE PHONE _ _PHONE .PHONE - - DATE MEASURED JOB NAME T�17 f�l / jG $CD �"�. uDM�S JOB # DATE LAY -OUT JOBADDRESS/./7 �G'' ��JNE SiL!G le DATE WANTED CITY /"* 'C'-� LOT BLOCK BEAMS T �(%/.S SCREEN ROOF MESH SUBDIVISION / / /- SCREEN WALLS MESH 7� yt2o //� DECK TYPE / /yLaf CHAIR RAIL HEIGHT 24" READY ❑ YES ❑ NO FL. GLASS ❑ YES ❑ NO GROUND WIRE LENGTH FRAME COLOR ❑ SUNTEX ❑ PICKET Al-w-ElBRONZE KICK PLATE SIZE SPEC. ORDER P.O. # LABOR RATE INSTALLED BY ALUM ROOF_ POLY ROOF_ PANS COLOR DATE COMPLETED REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC (0.. Fzm - s _9 -e .o/ io' .o/ io' a U`\ /sue T 6' IT + 2" SPACING WOODMEMBEROR (MIN)(TYP) CONCRETE 1/4" 0 X 3" LAG SCREW INTO +• PRIMARY ANGLE AND @ 24" O.C. BETWEEN COLUMNS MP EACH LP -SIDE) 1/4" 0 X 2" LAG SCREW INTO 1" X 2" BASE PRIMARY ANGLE AND @24"O.C. O 0o EMER (TYP BETWEEN COLUMNS (TYP EACH PCEACHBSIDE) SIDE) O O PRIMARY 2" X 2" SECONDARY ANGLE X 0.125" ANGLE (MIN 0.125" THICK) (4) #10 X 3/4' SMS (4) #10 X 3/4" SMS FASTENING COLUMN FASTENING SECONDARY TO PRIMARYANGLE ANGLE TO COLUMN UYP (TYP EACH SIDE) NOTES: EACH SIDE) Column 1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE 1X2. 2. LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB. AND AN ALLOWABLE LATERAL LOAD OF 165 I.B. FOR WOOD WITH SPECIFIC GRAVITY, G=0.55. 3. ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FOR THE ENTIRE LENGTH OF THE SCREW. 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"12"X0.045"PERIMETER MEMBER BACKING PLATE SHALL BE ATTACHED TO HOST STRUCTURE W/ 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. 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. D 1/4" 0 CONCRETE SCREW 3" EDGE DISTANCE W/ 3' UPRIGHT & 2V O.C. W/ WO/ PAVERS 2"X2"X3"X12S' ANGLE W/ (1) 3/8" 0 CONCRETE SCREW 3' EDGE DISTANCE @ PRIMARY ANGLE W/ 3- EMBEDMENT INTO CONCRETE FOOTING OR SLAB W/ OR WO/ PAVERS 1/4" O CONCRETE SCREW 3" EDGE DISTANCE W/ 3" EMBEDMENT 6" FROM UPRIGHT & 24" O.C. W/ WO/ PAVERS >:s• :. -1 .. UPRIGHTTYPv S ® O #14 X 1" 2"X6" UPRIGHTS & #ID X 1" SMS FOR 2"X2" RU 2"XS" UPRIGHTS #14 X 1" 2"X6" UPRIGHTS FRONT VIEW POST OR SMB CONCRETE BASE CONNECTION (NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE) F'-'� HEIGHT a (max cc see y table) h 0 x HOSTSTRUCTURE COLUMN (SEE TABLE BELOW VIEWED FOR CODE COMPLIANCE CHAIR RAIL TABLE FOR ST. LUCIE COUNTY THICKNESS BOCC X2XO.045 PERIMETER EMBER FOR SCREENING Hlyp ALL SIDES) ::1 9' CENTER -TO -CENTER OR CENTER -TO -HOST LF, TYPICAL SCREEN WALL ELEVATION NUMBER OF PANELS MAY VARY MAX. SPACING OF COLUMNS SHALL BE MAINTAINED 160 mph, Exposure C Chair Rails / Girts Girt Trib Width 1 4'-0" 4'-6' 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-V' 1 7'-6" 8'-0" z' 6'- 7' 16' - 5' -10" 1 5' - T 5' - 4" 5-2' 5' - 0" 4' - 10" 4' - 8" 2"XWX0.045-Hollow '-8" 8'- " T-9" 7-6' 7'-1" 6'-10" 6'_7' 6'_4" 6'-2" x. ollow 1'-3" 1 TU -T' 1 10'-1" 1 9'-7" 9'-2" 8'-10" 8'-6" Non -Load Bearing Wall Heights (in -fills) ®N..........!bF .a�•'V�GENSQ �''r�Q� No8 63 F FFF o ''77S/1111AU V``\ x PROFESSIONAL ENGINEER SEAL Column \Trib Width 4'-0" 4'-6" 5'-O' 5'-6" 6'-0" 6'-6" T-0' 7'-6" 8'-0" 8'-6"d-I 2x4'xO.050"Hollow 9'-2" 8'-W -3" 7'-10" T-0' T-2" 1" 6'-8" 6'- 6' 6'-4" 2 x5'x0.050"Hollow IU-3" 9'-8" 9'-2" 8'-9" 8'-4' 8'-0' 7'-9" 7'-6" 7'-3' 7'-0' x4" B 10'-0" 9'-5" " 8'-b" 8'-2" T-10" 7'-T' 7'-4" 7'-1" 6-10"12,4, 11'-7 17'- 10'-6" 10'-V 9'-8" 9'_ " 9'-0' 8'-8" 8'-5" 14'-0" 13'-2" 12'_.6' 11'-11" 1V-5" 19-1 10'-7' 10'-2" 9'-ll" 9•_T' 15'-0" 14'-8" 13'-11" 13'-3" 12'-8" 12'_2" 11'-9" 1V-4" 11,_0' 10'-6' x8"xO.072"xO.224'SMB 15'-0" 15'-0" 16-0" 15'-0" 15'-0" 15'-0" 15'_O' 16-0' 15-0" 15'-0" 2x4"x0.045'Snap 11'-1" 0'-5"9' 11" 9'-5" 9'-0" 8'-8" 8'-4' 8'-I" T-10" T-7" 2x5D.055'Sna 13-" 13'-0" 12'-4" 11'-9" 11'-3" 10'-10" 10'-5" 10'-1" 9'-9"9'_5, GENERAL NOTES: 1. THIS ENGINEERING SHALL ONLY BE USED FOR ATTACHMENTS TO 2500 PSI (MIN) CONCRETE MIN. OR SG=0.55 (SOUTHERN PINE) WOOD MEMBERS. HOST STRUCTURE SHALL BE ON ALL FOUR SIDES OF SCREEN WALLS. ALL ALUMINUM MEMBERS ARE SECONDARY MEMBERS AS DEFINED BY SECTION 2002.2:1 OF THE FLORIDA BUILDING CODE 6th EDITION, WITH THE EXCEPTION OF UPRIGHTS. 2. DESIGN CONFORMS TO FLORIDA BUILDING CODE 6th EDITION. 3. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)-160 MPH, EXPOSURE "C" ULTIMATE & NOMINAL WIND SPEED=124 MPH, 4. EXPOSURE "B", DESIGN LOAD: WIND: WALL- 49 PSF W/ 0.88 FACTOR FOR 18/140.013" SCREEN MESH &ALLOWABLE STRESS DESIGN (ASD) MULTIPLIED BY.06 FACTOR. S. RISK CATEGORY I IN ACCORDANCE W/ TABLE 1604.5 OF FBC 6th EDITION. 6. ALL STRUCTURAL ALUMINUM SHALL BE 6005- T5 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. 7. 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.). 8. DOOR LOCATIONS ARE NOT CRITICAL BUT SHALL BE PLACED BETWEEN OR ADJACENT TO COLUMNS. DOOR JAMBS SHALL NOT BE SUBSTITUTED FOR COLUMNS. ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E. 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 ebsite-www.fbcplans.com C.O.A.429054 DATE: 6-14-2019 DRAWN BY: TLK REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: PI,cak�G.,thw (G•14J iz- CONTRACTOR: SCREEN BUILDERS INC 8451 McALLISTER WAY WEST PALM BEACH, FL 33411 50 MPH "C" LANAI DETAIL'" DWG 10F 1 ur.