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HomeMy WebLinkAboutSURVEYSURVEYORS' NOTES: 0 1. Bearings shown hereon are based on the centerline of Millisa Terrace as platted and bears N 88'36'11" E. 2. Written dimensions take precedence over scaled dimensions and distances are not to be scaled for construction and/or design purposes. 3. All distances and bearings are as field measured and are coincident with "PLAT" and description data unless otherwise noted. 4. This drawing is not valid without the signature and original raised seal of a Florida licensed Surveyor & Mapper. 5. This survey is based upon a description furnished by the client, there has been no search of the public records done by this office. 6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance Program Rate Map, Community Panel Number 12111CO186 J. with an effective date of February 16, 2012. 7. This survey is not covered by professional liability insurance. S. City water & sewer are not available in this area. 9. No underground utilities or improvements were located unless otherwise shown. 10. Elevations shown hereon are based upon an assumed datum. 11. This plan Information to be verified by contractor prior to construction ' R' X ' (A 00 00 _ tN z CN J O to a J o � r+ fD O to O ma LOT 3 (60 lg"1 —o —way) 20 Pavement m, (VACANT) Millisa Terrace — z - N 88'36'11" E 48.17' J ,ego N 00'10'01" E 302.98' (Basis of Bearings) FIR I 1 } ) ' 1 I ,yo , ao' l x N x 109.00, r___ ____ __ I PROPOSED - i-_______ 70� m•. r I WELL , I S ' \ 00 PROPOSED SHE � � (PROPOSED FFE®52.60) - 0' 1 01 I O PROP&ED SHED x ` o (PROPOS&tFFE-52.60) In I 0 c m 51 0' NCN I I I I I .yo X x iW V y�i?0 I I I I Found 4"X4" Concrete Monument i (Not Platted) �0 SCANNED By St. Lucie Cour I FIR ———Petermn RAW I;enrgia Ave HIb164u5 Ave Fb n v ocberty na � ry N :i>tr°a 0 y2 p� o •^ , J 7�6 N rSITE. aVN Q N' imae,o-eruaby Nd---- %� omo Ave Nebinska Ave N^ b ti m IA ap� "• N Fnsl elv0 E' � H = QuIMy Me y g IrU' N R)rolle 151dnd Ave N Vicinity Map (Not To Scale) I 10 L=15.50' jv.vu 9yo (ASSUMED) R=20.00'�� ° ELEV.=50.00 ct ' - ±LIMITS OF DRAINFIELD i „ O FIR (TO BE PLACED BY OTHERS) No i D=44 24 55 R11`O SET PK NAIL --_- 145.73' w i Oxa$ N95 I I I `----------=-- Cv �O" ho LEGAL DESCRIPTION: L J >m �' _ _ _ � , tv �� o LOT 4, HARTMAN HEIGHTS UNIT ONE, z l 26 Oo' {� ,,, gq, �� g0� according to the map or plat thereof, as 1 - .yo 6 N v7 • recorded in Plat Book 17, at Page 22, of _____----- 9s.3a' PROPOSED �xrx0' » �. the Public Records of St. Lucie County, PROPOSED ONE—STORY RESIDENCE 16' DRlvewA oN 33.19' o Florida. 28.67' (PROPOSED FFE=53.17) S 29 > 96 ,0, o LOT AREA: 52,830 Sq. Ft.; 1.21 Acres± COVERED Ce 28.00' O a to '00 1 PORCH " COVERED ' x�9 'o 3.00, PORCH STREET ADDRESS: xxx Millisa Terrace, • O• n , >ry Fort Pierce, Florida 34947. LOT 4 g ` .066?� O : Su` 4.33' 3.00' u h0� v (VACANT) a 3.00'. / PROPOSED �.�oa ��+ �0 / .67' 44.00' w PROPOSED J 16' DRIVEWAY a DRIVEWAY AFIR CA I' 110 i 00 x �0 sae I o I LOT 5 rn o (OCCUPIED) I i i v v 00 14- I J I W I W i IV IJ I I I I I 1 I , V CERTIFIED T0: i 30' i DUE i N 30' DUE a SHARINA BAKA 1 I 1 oa. u? I I 1 —.— N 00007'31 " E 332.84' Revised: Add proposed well & septic, WB, 12-06-16. - Revised: Add shed and proposed FFE(s), WB, 06-22-17. JUNE 22, 2017 Date of Signature WILLIAM B. BENNETT Professional Surveyor & Mapper Florida Certificpte,,N6o 6353 LB-Nc.17,308 LEGEND CONC = CONCRETE O = SANITARY, CLEANOUT CL = CENTERLINE RIGHT OF WAY EP = EDGE OF PAVEMENT FIRC = FOUND 5/8" IRON ROD & CAP (UNNUMBERED) FIR = FOUND 5/8" IRON ROD (UNNUMBERED) xoo° = SPOT ELEVATION gr = TELEPHONE RISER • = WATER METER A/C = AIR CONDITIONER PAD ± = PLUS OR MINUS FIP = FOUND 1" IRON PIPE (UNNUMBERED) FND = FOUND NAIL & DISK (UNNUMBERED) FFE = FINISHED FLOOR ELEVATION Date of Last field work:11/23/2016 Boundary Survey &Boundary Survey Site 1W e n n ett prepared e .Bennett Surveying, Inc. Sharina Baka 107 Augusta Court Field: 1,MZBB Job No.: 16-1026 Jupiter, Florida 33458 tel: 772.336.4933 Drawn: WB Date:11/24/2016 email: bennettsurveying®yahoo.com Scale: 1"=30' Sheet: 1 of 1 k V _\ FBC APPA&VED PRODUCTS LIST 0 PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 407 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. Model 203 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS Model 185 SH FRONT ELEVATION SCALE: 1/8' = T SIDE ELEVATION 1/8' =1' 0 `( 1 GENERAL NOTES: OCCUPA, IROUP: U CONSTRLiBL-d TYPE II-B 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, APPROVAL COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT RISK CATEGORY: I LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET-BACKS,DR OTHER LOCAL ZONING No. & DATE REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BUILDING ENCLOSURE TYPE: ENCLOSED 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) WIND EXPOSURE CATEGORY: C CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. FL20717.1 IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER ULTIMATE WIND SPEED (MPH): 150 10/13/16 COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS. INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE NOMINAL DESIGN WIND SPEED (MPH): 116 FL20727.1 AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. MEAN ROOF HEIGHT (FEET): 10.33 10/13/16 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR ROOF ANGLE (DEGREES): 14.0 FL17996.5 STAINLESS STEEL 09/07/15 DESIGN PRESSURES (PSF): 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4' SELF DRIW NG FASTENERS WITH CONTROL SEAL WASHER Q S' O.C. AVERAGE. ROOF: -30.5 FL8888.1 05/31/15 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4'SELF DRILLING SCREWS WITHOUT CONTROL WALLS: -28.6 SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. SWINGING DOOR -32.8 FL17499.1 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING 08/05/16 STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 ROLL -UP DOOR: -29.0 0AXWI 0.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. WINDOW: -32.0 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 8 POST/RAFTER BRACING: BRACE ON EVERY PosvRAFTER CONNECTION, EXCEPT FOR END WALLS. `j���y+ ^ ST. LUCIE "5�j 9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR (,(1 �••j'V 71' IIQ BF-V17- DLVG Dn7rTS1nN R'EDFORC - RETARDER PER SECTION R316.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014)- REVIEWED , E RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014-BUILDING. DATE PLANS qAD PER.NIT 1" U T RE KEPT ON JOB &RIND INSPECTION Wi��i�g� 14 GA FRAMING IS 2-1/2° x P�lT2j%A EL ITS). ' NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 GA FRAMING. RIGHT SIDE ELEVATION SCALE: i/W=Y REAR ELEVATION SCALE: 1/8-=1' THESE PLANS AND ALL PROPOSED WORKMETAL FRAMING AND SIDING PREFABRICATED BY ARE SUBJECT TO ANY CORRECTIONS CAROLINA CARPORTS, INC. REQUIRED BY FIELD INSPECTORS THAT P.O. BOX 1263 MAY BE NECESSARY IN ORDER TO DOBSON, NORTH CAROLINA 27017 COMPLY WITH ALL APPLICABLE CODES. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE CONCEALED FASTENERS OR A1TACHMES FLORIDA BUILDING CODE. ARE THE RESPONS1811 TYOF CONTAAC1pAOFAECOAp E 111111Y7PY®p/.® C� �'�% gF CwONLewElNoavEEia-\TGF7LO.- MITE TREATMENT REQUIRED FLORIDA 327M D��aA - r7LUy .LU Fb:ltle lkenae Na 38538 •, �����• foi�DELAND, PROPOSED UTILITY STRUCTURE 3901 MILLISA TERRACE FORT PIERCE, FLORIDA SECHTOL ENGINEERING AND TESTING, Ne Miff 9/18f17 RR �..e NTs "'"°'@TB I SHEET 10F3 FRONT WALL POST/RAFTER FRAMING PLAN SCALE: 1/8' = T a'— 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS WITH #12-14 x 3/4' SDFs WITH CONTROL SEAL WASHER @ MAXIMUM 6' O.C. 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH #12-14 x 3/4' SDFs WITH CONTROL SEAL WASHER @ AVERAGE S' O.C. SPACING -� I�I�I�I—I�I�I I�I�I�I�I�I�I I�I�I�I�I�I�I 1 ©-I\ LOKI ,�I' IIII� eig LEFT SIDE POST/RAFTER FRAMING PLAN SCALE: 1/8' = T 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPs AT EACH END (4 PER BRACE) TYPICAL INTERIOR POST/RAFTER SECTION SCALE: 1/e' =1' 1-1/Y 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. GA- METAL ROOF PANEL 1 TS RAFTER -7 ROOF PANEL ATTACHMENT Not To Scale REAR WALL POST/RAFTER FRAMING PLAN SCALE: 1/8' = T 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4- SELF -DRILLING FASTENER SPACED NOT MORE THAN 48- O.C. 5' RIGHT SIDE POST/RAFTER FRAMING PLAN SCALE: 1/8' = T !//flllllll\ PROPOSED UTILITY STRUCTURE 3901 MILLISA TERRACE / FORT PIERCE, FLORIDA BECHTQL ENGINEERING I RR e AN meuwi ammeru, C. hsrva emrtns a� TB d�+axwaunaexaa 1°'�''m TB 8118117 NTS r G17001 SHEET OF L INSTALL 1/7 x M . 1:. _M 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS MINIMUM ) \--I F 2'MINIMUM 2-1/2' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5s CONTINUOUS CONCRETE BASE RAIL ANCHORAGE NM To Style TS RAFTER POST 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLESECURETO POST AND BASE RAIL WITH (4) #12-14 x 3(4' SDPs, (2) ON TOP, (2) ON SIDE "-TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. '_NotSple #12-14 x 3/4' SDF @ 12' O.C. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA galvanized steel with baked on epoxy primer& polyester top coat NOSCREWS REQUIRED INBOWBEND, I---(-S 3' 3' RAFTER POST BOW RAFTER 48' 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314- SELF-DRILLING FASTENERS BOW RAFTER/POST CONN. DETAIL NW To Scale NIPPLE TO BASE RAIL 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314' SDPs RAFTER POST CONTINUOUS BASE RAIL (-:1 POST/BASE RAIL CONN. DETAIL � Nat TO Style TS NONSTRUCTURAL HEADER �- SWINGING DOOR (Size vanes, see plan) O `TS POST ,(A� 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 412-14 x 314' SDPs RAFTER POST NIPPLE TO BASE RAIL RAIL �1 POST/BASE RAIL CONN. DETAIL � Not TO Scale rTTX2-x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4' SOPS, (2) ON BOTTOM, (2) ON S1DE OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER I l \ END POST/RAFTER CONN. DETAIL � Not TO Scale SECTION A Not To Scale 012-14 x 3W SDF @ 12' O.C. TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASE/WINDOW RAILOR 2'X2'X2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR �1 NON-STRUCTURAL HEADER CONN. DETAIL Y NM Te Scale 2-1/4' FOR 12 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12-14 x 3/4' SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale PROPOSED UTILITY STRUCTURE 3901 MILLISA TERRACE FORT PIERCE, FLORIDA 9/18/17JUSECYE/VGa S �Rcumnm . on+o0�u. ao Wes nmuo oNOERs '� TB G17001 I.TB I�SHEET 3 OF LEGAL DESCRIPTION: (Supplied by Client) Lot 4 of HARTMAN HEIGHTS UNIT ONE according to the plot thereof as recorded in Plat Book 17 page(s) 22 of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: SET = Set 5/8" iron r�GGbar yy��ith yella* cap marked PSM 5543" FD=Found 5/8" Iron Rebar F.F.E.=Finished Floor Elevotio OH--OH—OH—= Over Head Wires X—X—X—= Chain Link Fence Plastic Fence 0-0-0—= Wood Fence �(= FPL Transformer Pod PL=Value as platted R = Radius of curve L = Length of curve OZDel tp of Curve . = Measured CONC. = Concrete C.P.= Conc{�te Pad ®= yyoter Meter �= Poyyer Pole = Utility Box Right of Way 'w =Drainage Proposed and Exlstina ALL ELEVATIONS SHOWN HEREON ARE BASED ON AN ASSUVED DATUU MILLISA TERRACE 66 R.O.W. — 20' ASPHALT ROAD MIND 5M'17''j* EOUND 15 NAX — — 'T V t6) „SITE BENCHAAX X PAINTED IN RO���pp ELEVATT��ON " 50.00 IiR'z0 a_ ASSU4El DAIUI� w t0 St. ofq Co, FL Date 64. Approved �RjM IN PLACE 1� FORWBOARDS TOP = 52.67' PROPOSED = 52.1 SURVEYORS NOTES: 1. Unless otherypise noted only plotted easements are shoyin hereon. 2. All Lot dimensions shown are per plat unless olherWise shoyyn. 3. No underground utilities or improvements Were located unless otherwise shown. 4. This site lies yfithin Flood InsuranceRate Map Zone X Map# 12llIC0186J Dated 2/16/12. 5. Flood Zone shofin hereon is on interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by a determination agency. 6. Bearings shown hereon are based on the Center line of fy11LLISA TERRACE as being S88'36'17"W according to the Plat described hereon. 7. P.U.D.E. denotes Public Utilities and Drainage Easement. B. The accuracy of this survey is premised on the expected use of the survey. The expected use / purpose of this survey is formboard location. Accuracy = 1 toot in 7,500 feet or better. 9. Additions or Deletions to this survey mop by other than the signing surveyor is prohibited 14ithout 14ritten consent. S88'36'17" W 72.49' 10' P.U.D.E. 70.41 00 C-4 I M M I I I I 50.12' 1703 I I I 9.71' I c 799_ IN PLACE FORVBOARDS I a >3 TOP = 52.14' I o� PROPOSED F.F.E. = 52.06 I 3.65' n,99• I I I I I o I o' I oa I a I I 25 P.U.D.E. SCALE: 1 "=50' Atlantic Land Designs of the Treasure Coast, LB7468 DATE: 3 20 18 754 NE Jensen Beach Blvd. Jensen Beach, FL 34957 DRAWN: MC\JC Mailing Address: P.O. Box 1421 Jensen Beach, FL 34958 2018-0132 ALD5543@gmail.com (772) 398-4290 DATE: REVISIONS SSI9 L I7U.UU Certified to: SHARINA LJ N-k i� 0 0 0 z - 1709-0495 nereDy certify inal the survey shown hereon Is true and correct A Is based on actual measeur ernents taken In the held. This Jrvey meets the Minimil Technical Standards of Chapter 5J-17 oe lorido administrative code. '�gtIFFeAt Digitally signed by James A.Cesiro c < James A. }. Jr:, -- ,-- • ' PSM 5543 LAST FIELD DATE: Cesiro Jr ou, ' Date:]01s.0'1 1]A25s-0a'00' o "An OF NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC Rep tass0 SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL suave'