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Home My WebLink AboutSURVEY PAPPERWORK' � I I SCANNED BY St. Lucie County 6250 NORTH MIUTARY TRAIL, SUITE 102, WEST PALM BEACH, FL 33407 - (800) 226-4807 W W WAARGETSURVEYINGAET LAND SURVEY PREPARED FOR RONALD W. WARD AND DONNA M. WARD 435 NETTLES BOULEVARD, JENSEN BEACH, FL 34957 REQUESTED BY: STEGER & STEGER, P.A. 603 SW CLEVELAND AVE STUART, FL 34994 PH.(772)287-8888 1 \ 1 To: STEGER & STEGER, P.A. Survey Number: 356832 Order Date: 2/12/19 Deliver To Attn: KACY DELBENE Deliver To: STEGER & STEGER, P.A. 603 SW CLEVELAND AVE STUART, FL 34994 6250 N. Military Trail Suite 102 West Palm Beach, FL 33407 Phone l: 561-640-4800 Phone 2:1-800-226-4807 Fax 1: 561-640-0576 Fax 2: 1-800-741-0576 Invoice Invoice Date: 2112/19 Property Address: 435 NETTLES BLVD. JENSEN BEACH. FL 34957 Buyers: RONALD W. WARD AND DONNA M. WARD Sellers: DIANE HAYES-SCHOFIELD Client File #: 19.039 Item Description Amount SURV Mortgage Survey $275.00 Invoice Total: $275.00 Amount Invoiced To Date: $275.00 Payments Received To Date: $0.00 Total Amount Due: 5275.00 Comment: Print Date: 2/12/19 Page I of 1 LEGAL DESCRIPTION AND CERTIFICATION LOT 435, SECTION If, OUTDOOR RESORTS OF AMERICAAT NETTLES ISLAND, ACCORDING TO THE PLAT THEREOF,. RECORDED IN PLAT BOOK 16, PAGE 1, 1A - fd PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, AND ACCORDING TO THE DECLARATION OF CONDOMINIUM RECORDED IN OR BOOK 186, PAGE 2720, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, TOGETHER WITH ALL APPURTENANCES AND AMENDMENTS THERETO. Community Number. 120285 Panel. 1211CO311 Suffix., J FLR.M. Date: 2/162012 Flood Zone: AE Field Work. 2/182019 Certified To: RONALD W. WARD AND DONNA M. WARD; STEGER 8 STEGER, P.A.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY,, SEACOAST NATIONAL BANK, its successors and/or assigns. Property Address: 435 NETTLES BOULEVARD JENSEN BEACH, FL 34957 Survey Number 356832 Client File Number 19.039 ABBREVIATION DESCRIPTION: AE ANCHOR EASEMENT F.F. EL AC AIRCONDITIONER FJP. EIX BENCH MARK FIR. -RR. BEARING REFERENCE FPAC (C) CALCULATED A CENTRAL/ DELTAANGLE CH CHORD LAIE VTp� DEEDIDESGRFUM (M b,E DRAINAGE EASEMENT L DH DRELL HOLE N&D DNN DRNEWAY N.R. 'EO.W. EDGEOFWATER N.T.S. R M. FOUND CONCRETE MONUMENT ON.L GENERAL NOTES: ORB. OFFICIAL RECORDS BOOK (P) PLAT P.B. PLAT BOOK P.C. PONT OF CURVATURE P.C.C. PONTOFCOMPOUNDCUF P.O.B. PONTOF BEGINNING P.O.C. PONTOFCOMMENCEMEN PAGE 1 OF 2 PAGES (hDTC'D\@IBTEWDII=PA 21 FACE OF THE WALLAND ARE NOTTO BE UMTO RECONSTRUCT Ot LYMBLE ENCROACHMENTS LOCATED. 6 DIMENSIONS SHOWNARE PLATAND MEASURED UNLESS OTHERAISESHOWN, FENCE OWNERSHIP NOT DETERMINED. 8 ELEVATIONS INDICATED HOWNARE IN FEETANDDECIMALSREFREICEDTO IN SOME INSTANCE$ GRAPACRISMSENTATIONS HAVE BEEN EXAGGERATE[ SYMBOL DESCRIPTIONS: 0 -CATCH BASIN--0-.WSC.FENCE • CINTERLINE ROAD 0 =PROPERTyCORNER ® -COVHiEDAREA 0,-MITYBOX } Y0 -FASTING 8 VATKIN C�APy' . UTILITY PIXE .HYDRANT g M . WATER METER O -MANNOLE .WELL —•—.MeTALFENCE _.,e--=WOOD FENCE LB #7893 SERVING FLORIDA LLC BOUNDARYSURVEY ul FOUND P-K q� L NAIUDISC O� / R=34.00' L=53.41' \o��G 0=90°00'10". CONC. FOUND I/2'� /IRON ROD sB LB#4049 15p '?o, . o6p40 LOT 435 BUILDING #435 LOT 634 BATH HOUSE AND PARK "T-9" COMMONUSE SURVEY NOTES CONCREI L DRIVE CROSSING OVER PROPERTY LINE ON NORTHERLY SIDE OF LOT B- � ?¢ 9 tW.P No. 6415 LB #4049 g 7, 03' O co �. FOUND 518" jNROD NEIGHBORING HOLD. BUILDING LOT 434 #4049 I HEREBY T BOUNDARY SURVEY ONOFAISATRUEANDCORRECTREPRESENTAT SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC _ STATE OF SIGNATURE AND AUTHENTICATED ELECTRONICSE4L, N`Or� F,o R 1, Ea'oa, OR A RAISED EMBOSSED SEAL AND SIGNATURE. Kenneth Dlgitall2 signed Kenneth Osborne Osborne:' Date17:01:10-219.02.18 -05'00' (SIGNED) KENNETH J OSBORNE Pdf:T:. D 11 ��Fc KENN TH J OSBOR AND MAPPER p6115 IN GONPIETE ,ICE ° TARGET SURVEYING, LLC LB 97893 SERVING FLORIDA 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561)64048DO STATEWIDE PHONE (800)226-0807 STATEWIDE FACSIMILE (800)741-0576 WEBSITE: http]Aargetsumeyng.net SCANNED BY St. Lucie County PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION Survey Requirements The Board of County Commissioner approved a code change that will require a copy of a current sealed survey when applying for a building permit for a primary structure or a building permit for an accessory _ -- — structure with a value exceeding $10;000. This became effective July 1, 1993. The guidelines are as follows: No Building Permit shall be issued for development unless a copy of a survey of the property on which the required activity is to be permitted accompanies the application for building permit. All surveys shall demonstrate compliance with the Filled Lands Affidavit signed by the Property Owners (refer to St. Lucie County Land Development Code, Section 7.04.0l.D.3.) and completely depict the following: 1. The location of the proposed development activity. 2. The relationship of the activity under application to all adjacent property lines, and as may be required for the review of the application, all adjacent structures, improvements or natural features, including but not limited to the nearest building corners of all adjacent primary and accessory structures, pools and screened enclosures, fences, sheds, utility easements, wells, septic systems, driveways, culverts and any landscaping or existing vegetation located along the property lines. 3. A minimum of two (2) elevations along each roadway on which the proposed activity borders, the existing ground elevation at the approximate center of the proposed structure, the existing ground elevation along the side property lines adjacent to the proposed structure, and the proposed finished floor elevation of the structure under application and finished grades for any adjacent structures noted above in item 2. The proposed finished floor elevations must be consistent with the approved Health Department On -Site Sewage Disposal System Construction Permit if on -site sewage disposal is proposed. All surveys submitted shall be prepared, signed and sealed by a Florida Registered Land Surveyor, in accordance with the provisions of Chapter 61 G17-6, FAC, except those applications for interior modifications or construction, roofing permits not involving any structural alteration or additions to the. area covered by the roof surface, or any other permit required activity that does not result in the expansion of any portion of the existing structures shall not be required to submit a survey. Accessory structures with a building value of less than ten thousand dollars ($10,000) shall not be required to submit a survey, but shall instead be required to submit a scaled plot plan indicating the location of the accessory structure and its compliance with minimum setback standards. Copies of original surveys meeting the above requirements may be submitted with any application for building permit, provided that the survey still depicts the accurate location of all structures and other improvements on the property. Per Florida Administrative Code Chapter 61G17-6.006, paragraph 8, additions or deletions to survey drawings by other than the signing party or parties is prohibited without written consent of the signing party or parties. SLCPDSD Rev 06/18/2010 2/9/06 cml PRIVATE RESIDENCE STAND ALONE TIMBER LANDING/STAIR tiryg. GENERAL NOTES: CODES AND STANDARDS 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: A FLORIDA BUILDING CODE 2017: STH EDITION. 2017 DaSONG BUILDING CODE, ASCE 7-10. ASD, NDS. & ASC CONCRETE 1 ALL CONCRETE SHALL BE BAG MIX CONFORMING TO ATSM C94, MINIMUM COMPRESSIVE STRENGTH OF: A 50DO PSI O 28 DAYS 2 ALL CONCRETE WORK ACI DETAILING MANUAL(ACI15M/ LATEST EDITION)PLY WITH THE UTAND THE SPECIFICATIONS FOR STRUCTUREMENTS OF THE ACI BUILDING CODE RAL I CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION). TURIBM 1 ALL TIMBER TO BE S.Y.P. GD 12 PRESSURE TREATED LUMBER 2 ALL HARDWARE AND CONNECTORS TO BE GALVANRED OR STAINLESS STEEL L=53.41'; R=34' ZEXISTING RESIDENCE TO REMAIN rn� ips STRUCTURAL DESIGN CRITERIA: ALTERATION LEVEL TWO DL = 5 PSF LL = 100 PSF WIND LOAD FBC 2017 & CHAPTERS 1, 2, 26. & 28 OF ASCE 7-10 WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED; 132 NOMINAL EXPOSURE 'D' ENCLOSED DESIGN EXISTING 24"0 MANHOLE TO REMAIN JDROPOSED,NEW} ETACHED TIMBER LPENDING/STAIR R-PLANS LANDING LOCATION SCALE = 1/16' = 1'-0- 437 632 410 436 633 411 38 412 637 435 413 636 635 634 434 414 433 BATH 415 687 HOUSE 688 #13 G NE 4• 51TE MAP SCALE: 1/16" = l'—O' SCANNED BY St. Lucie County SHEET DESCRIPTION S-1 COVER SHEET AND NOTES S-2 FRAMING PLAN S-3 SECTIONS SCOPE OF WORK 1. REPLACE EXISRNG TIMBER DECK WITH NEW DETACHED TIMBER DECK PER PLANS. 2. DECK FINISHED SURFACE TO BE INSTALLED UNDER 30' FROM TOP OF EXISTING GRADE — RAILING NOT REQUIRED. TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NEIILES BOULEVARD JENSEN BEACH, FL 34957 Immsm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B SW COEAN BOULEVARD STUART, FLORIDA 34994 772.220-4601 W .CSM'E.NET CERTIFICATE CF AUTHORIZATION: 29087 DES DDwOA IRAFBI OPREE9.Y REURrII m/Hm couwx WY 0116R PPoI°DRY MDRS M[Y %NS INO M RM M O, cRWGED COMM.OR ARE EDT TO ff RFPm As QED ANF ro AM TNm Sum Ix AM TORu oR wxrDR M wINI50kVIN NIMWI fINST OOWWNG ME ORES xRM RRYSSON ,U9 CONSENT OF m ENGINURRO. UQ DES OOCUU M. ➢IE DTAS. AND CURDS OLtl180M1m NFRFA', !S AN wSIMMNT OF FROIFSCWL STANCE, 6 P%6EGIY OF C91 mcxfmwc, uc AND 6 NOT m K mm, IN WOE OR w PAST TOR ANY NHFA PRmfD W@DM Tff ROOTER w ORDMN OF MV MONIEW, UL. [91.ExOMERWc. C9P(NYlO 02OIS ft i� �Fo M� rPc4d �09 o� PERMIT SET: 5-21-19 NOTES & COMMENTS ALL DaD9px5 901E BE 49KNm w THE TOD M THE mNIWLICN. w WNIWLIOO 6 RfSKN9RE OM ME OX ROWTON OF ALL 3UMM NL SWES INDIGIED PUMA N II)I7• NOTS A m DNm Or. DPAI¢ uwD, am" St. 4AM¢ umw CHECKED Er; OMB Dxd� 9:uE: u swv Pm O:F l: +cEr�sF = .4, / '• P No.,76910 1 0. STATE-0F cxaRus A awOEx JR DALE RO.O Nam wxD COVER SHEET, NOTES, AND NAPS e S-1 p (4) #12x5" A GALV. ND S_2 SCREWS- TlP. PRE -DRILL HOLES EXISTING STRUCTURE TO -REMAIN.— - LlJ NEW FOOTING PER PLANS OR EXISTING SLAB 4' MIN. EXISTING 24"0 MANHOLE PROPOSED LANDING AN STAIR ARE / TO REMAIN DETACHED/STAND ALONI 7 r EXISTING STRUCTURE TO REMAIN. PER PI — 3' IMI-JOIST / I A• $1 ii d-V.-�� _ CONNECTOR A CONNECTOR B: USP-JUS26Z SIMPSON LUS24 RIM JOIST (4) #10dx1-1/2' RIM JOIST (4) #10dx1-1/2' JOIST (4) #10dx1-1/2' STRINGER (2) #10dx1-1/2' UPLIFT = 1,115# UPUFT = 320# GRAVITY = 8700 GRAVITY = 470# CONNECTOR C: USP-PAU44-TZ POST (8) #16d CONCRETE (1) 1/2'0z3-1/2' MIN. ENBEDMENT UPLIFT = 5008 GRAVITY = 10008 12V—X 16' DEEP CONCRETE FOOTING WITH (2) #5 BOTTOM BARS ,��a 4z4zl6gD. ANGLE / 6�^ ATTACH TO CONCRETE W/ (3) #'Ox1}' MIN 'y EMBEDMEM TAPCONS ATTACH TO STRINGER W/ (4) #Bz1i' WD SCREW LANDING AND STAIR PLAN SCALE: 1/2" = 1'-0- TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NETTLES BOULEVARD JENSEN BEACH, R. 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE [ISM ENGINEERING, LLC 208 SIN OCEAN BOULEVARD STUART, FLORIDA 34994 772-220.4601 w .C5M-E.NET CERTIFICATE OF ALTNORI TION: 29057 F-E BERFDI Romm FYFAE sLy RaDMs M/NFR OMEN TAW COFifiDR AND OI PRDPEITY ROHE. NEE "S MD g WWOS APE NOT N BE RFPRBD9R0, D410E0, CORED, OR A41fMk9 TO AY' No pMIY W MY FORM OR YMNER "OEMW100R N6F C6FARW9 THE ERi6S M61d PERUSSON A19 CD6FM OF CEM ERWREEWWIC. UCL THE OOLOIENF, NE DEC NID DESIRE PYdAORUED BEEN. AS M x1SIRNRIR OF PROFES OM. SERFM 6 PFO M OF CiM DIDNERPIO• UC AM 6 W M$ LSEO, M ME OR R PMF FOR MY OIIOR PRO.FLT WNDUT NE WWRfN MNOP %. OF CSM DOMEEW6 UG M DENES O. LLC Dwm(Hr 12DIS NOTES 4 COMMENTS NL DMLKES 941L BE VFAF® R VE FU-B IN NC COOREINMO OF CONMDfOR 6 REPOt9BE R6 THE WJRpMIDN Of ILL DYfISDIS ML SENE R0CAE) PERFM, TO 11W PIDE �\ �S, Ah'p \ �� ... 1Q•. • �\GENSF ••'• � �'. ��• No.76910 - �Q STATE O=C'r. `A1.T� \0 CHARLES A GARDEN WE FI(DD. amrzRW ApiFll}11 DramR n '.0 Dml wMe FRAMING PLAN RIOT e S-2 Mie CODV USP POST CONNECTOR "C" PAU44 TZ. ATTACH TO POST --W/--(8) 16d NAILS. ATTACH TO CONCRETE W/ (1) 1/2"Ox3.5"MIN. EMBEDMENT EXP. ANCHOR 1 x6 DECKING ATTACH TO 2x6 JOIST W/ 2x6 JOIST PER PLANS —(2) #80x1-5/8" GALV. WD SCREW —TYP. DBL 2x6 TREAD ATTACH W/ (2) 10dx3" GALV. NAILS EACH STRINGER —TYP. 1" NOSI G--xj� L1" MAX. lx6 RISER ATTACH W/ (2) 10dxl-1/2" NALIS EACH STRINGER —TYP. II NOSING 2x10 STRINGER ATTACH TO POST AND CONCRETE PER PLANS —TYP. .I 1" NOSING —TYP. r1 i� 12"Ox28" DEEP CONCRETE FOOTING —TYP. USE THIS FOOTING WHEN NO SLAB IS PRESENT CONNECTOR "B" — SIMPSON BUCKET LUS24 W/ (4) 10dxl.5" NAILS INTO RIM JOIST AND (2) 10dxl.5" INTO STRINGER 1x6 DECKING ATTACH (2) #80xl-5/8" WD 12" WIDE x 16" DEEP x 3'-23a" LENGTH FOOTING 3/4" M L 4416ga. ANGLE ATTACH TO CONCRETE W/ (3) I"Ox1ll" MIN EMBEDMENT TAPCONS 2x10 STRINGER ATTACH TO STRINGER W/ (4) #8xlg' WD SCREW TAPCON PATTERN PLAN VIEW AIR SECTION A = I'—n" STRUCTURE TO REMAIN. 2x6 JOIST W/ 1. SCREW —TYP. S)REWS2GA V C. —TYP. 2x6 RIM 1, 4" USP POST CONNECTOR PAU44 MAX TZ. ATTACH TO POST W/ (6) Tj� 10dxl.5" NAILS. ATTACH TO GRADE CONCRETE W/ (1) 111 IIIITT I111 11 I IIIII 11 1/2"0x3.5"MIN. EMBEDMENT EXP. ANCHOR 12"Ox28" DEEP CONCRETE CONTRACTOR HAS OPTION TO DROP FOOTING —TYP. FOOTING BY 4" TO INSTALL BRICK USE THIS FOOTING WHEN NO PAVERS ON TOP SLAB PRESENT LANDING AND STAIR SECTION B crel F. I /?" = 1'—n• TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NEMES BOULEVARD JENSEN BEACH, FL 34957 Immsm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20B SMI OCEAN BOULEVARD STUART, FLORIDA 34994 772-220.4501 - W.CSM-E.NET CERTIFICATE OF AUR IDRIZATION: 29057 RE ENGWRA HENRY ENIMMY RSERc'i HIS/!EA O MAN M UWOG R AND OMER PRmmrc ROME. I ESE Pws AND OLIWWGS ARE NOT N DE RE➢RWOD. UMOEO. WMEA OR ASSIGNED m MN MIN) ROW N AW FORM OR MNER MNRDENR Y.111NR Ma ODFAMNO IHE DRESS RIM EN PERUMON MR C@SOIf OF C91 D'UNEENNG, LLC. M6 OCCUYEN[ ME IDmS. AND DESIO6 WOPORATm HEIIN. AS M ING RUMEM OF PRV`Es LL S""'E. 5 PRDPERW OF CSM mRNEERNC, UL AND 6 NOT M B USED. IN WE OR IN PUN MR N!I OUR PROkCT WRHDIII ME WRmm AMHDRUDON OF CSM ROWERwC. UG OEM mONFmWG, UZ CAYIWGHE 43915 NOTES h COMMENTS Ill ONENSEM E Of AIMED N ME DUO W ME O]NIFeL RE M"Z'MR R REPONSEE FOR ME NORgH4RON OF Al OIMEI M Al SCAZ mom PEMNN M II'NIT IWO H DEslmm m: "saes HMRN DRAM" Dr: Do MMKOD ST.. WLPJI SCnIE As HHHX PROAD7 J: �� L vCEFJSc •.2' �F . V' No.-,,7691:01 ill II II il4 �� tI CENRLES A BARDEN JR no"W. NmtRD Dm�R DATE M. A3,M SNFT wnc SECTIONS HIER r S-3 I -paid, Irn"v L„ e PRIVATE RESIDENCE GENERAL NOTES: CODES AND STANDARDS 1 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: A FLORIDA BUILDING CODE 2017; 6TH EDITION, 2017 EMISTING BUILDING CODE ASCE 7-10, ASD, NDS, & ABC CONCBEg; 1 ALL CONCRETE SHALL BE BAG MIX CONFORMING TO ATSM C94. MINIMUM COMPRESSIVE STRENGTH OF: A SOQO PSI O 28 DAYS 2 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-11). THE AD OETA9JNG MANUAL (ACI 315 / LATEST EDITION). AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301 / LATEST EDITION). TMBSR' 1 ALL TIMBER TO BE S.V.P. GO 12 PRESSURE TREATED AMBER 2 ALL HARDWARE AND CONNECTORS TO BE GALVANIZED OR STAINLESS SIFEL STRUCTURAL DESIGN CRITERIA: ALTERATION LEVEL TWO DL = 5 PSF LL = 100 PSF WIND LOAD FBC 2017 & CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED; 132 NOMINAL EXPOSURE 'D'; ENCLOSED DESIGN STAND ALONE TIMBER LANDING/STAIR 637 RECEIVED 437 636 1 635 1 634 68\688 BATH HOUSE #13 SITE MAP SCALE: 1/16" = 1'-0" REVISION ZEXISTING RESIDENCE TO REMAIN O �h EXISTING 24"0 MANHOLE TO REMAIN PROPOSED NEW DETACHED TIMBER LANDING/STAIR PER PLANS LANDING LOCATION SCALE = 1/16" = 1'-0- SCANNED SY St. Lucie wunty 'LIL4IP1,0� o� �oE`�M v GE GONE GGV 91. 6a SHEET DESCRIPTION S-1 COVER SHEET AND NOTES S-2 FRAMING PLAN S-3 SECTIONS SCOPE OF WORK 1. REPLACE EXISTING TIMBER DECK WITH NEW DETACHED TIMBER DECK PER PLANS. 2. DECK FINISHED SURFACE TO BE INSTALLED UNDER 30- FROM TOP OF EXISTING GRADE - RAILING NOT REQUIRED. Ag10= TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NETTLES BOULEVARD JENSEN BEACH, FL 34957 Csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORMA 34994 772-220.4601 W ..CSM.E.NET CERTIFICATE OFALITHORIZATION: 29057 THE ERROR. HOUR, wFE4LY DNS Ns/HER CHINON UN COPMPArt AND OTHER PROPERIY RCMS THESE FlM6 AND OP V= PRE NOT N BE REPFSgI . CHMBBO. CORE). OR MAGNET TO My TMRD FMFr N'M PORN OR UMNER MOM, NIDCIR HRST Offia E ME DIH65 RAVEN MEMBER AND CONED" OF all ENGNEDANG, UG TIRE uCONENT THE COS. AND DOUG INttWPORAM) HOD:. a M OSMYIOM M PR,p,EEN, SERnCE 6 ROTBRIY OF aM EMit®4N;, UC ANT 6 NOT N BE 15u. N NHOIE OR N NK FOR ANY OIWA FR)W WHOA THE WREMEN NNICRPAroN OF ax FNtlNF.YING UG I aR ENQNEEM% UM COPrANITT cuts I PERMIT SET: 5-21-19 NOTES & COMMENTS All DOEN60NS 9NLL BE VEROD N THE TOO BY THE NNBULIDR 1Nf 0.YlIR1CfM 6 �P9N9RE fOR ME COORDINATOR OF All DINDSDNS NL SCARES NOCUED PEFTM M 11111' ROTS DDRIED Bt: CPN6 N39w MANNER — — cHEExm W: I)Y.R6 NmN SCNf: u Rvx RRUm %: 1111 111T//�A/� ttally signed �t4 rles ob rd a Vo 'Na elali `CRRRLES A DARDEN JR DATE Rom. R[SPTN vnEsmw or Nm a TRIO 9EET NVG COVER SHEEE, NOTES, AND MAPS RNE<A S-1 FILE COP Y+ Y a (4) 112x5• A . GALV. WD S_ SSCREWS - TYP. PRE -DRILL HOLES ING STRUCTURE TO REMAIN. N NEW FOOTING 12° WIDE X 12' EEP X 48' LONG WITH 2-#5 BOTTOM CONT. BARS r EXISTING 24'0 MANHOLE PROPOSED LANDING AN STAIR ARE / TO REMAIN DETACHED/STAND ALON 7 / —EXISTING STRUCTURE TO REMAIN. TING PER PLANS� L 2x6 0 '+ ® z 7 O• < Y a1 3. X �0, 2x6 N o LV. WD CONNECTOR A: CONNECTOR B: USP-JUS26Z SIMPSON WS24 RIM JOIST (4) Q10dx1-1/2° RIM JOIST (4) J10dx1-1/2' JOIST (4) J10dx1-1/2' STRINGER (2) g10dx1-1/2° UPLIFT = 1,115# UPUFT = 320f GRAVITY = 870# GRAVITY = 470# CONNECTOR C: SIMPSON BC40Z POST (6) /16d CONCRETE (4) 3/16'Ox1-1/2' MIN. EMBEDMENT UPLIFT = 510# GRAVITY = 1000# X I]1 �1 �+ S.S. 3/8'0 CARRIAGE THRU BOLT WITH NUT AND WISHER EXISNNG 12'W X 16' DEEP CONCRETE B p l FOOTING WITH (2) 05 BOTTOM BARS ? p S.S. 3/8.0 CARRIAGE THRU BOLT WITH + - NUT AND WASHER L 12*W X 16° DEEP CONCRETE FOOTING WITH (2) a5 BOTTOM B4RS 31: / p,+j�,G� �'� '� \' 'S (2) RAFTER AND T ONE FACT SIDE OF 6C��(��(((/ RAPIER AND TO ATTACH TO CONCRETE W/ (4) 3/16'0x1j' MIN EMBEDMENT TAPCONS AND ATTACH TO STRINGER W/ (4) S.S. Ed NAILS LANDING AND STAIR PLAN SCALE: 1/2' = 1'-0' TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NETTLES BOULEVARD JENSEN BEACH, FL 34957 CSM ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 2OS SW OCEAN BOULEVARD 5T ART, FLORIDA 34994 772-220.460E M .CSM-E.NET CERTIFICATE OFAUTHORIZATION: 29057 THE MINOR HERBY OPRMY RGW EB W/HER MINION UV COPYROHF 00 OINW WORRY ROHR PEE PDAS MD ORMNOS ARE NOT O BE REPRODUCED. OHMOM, COPIED. OR 6 BIONM m MY INWO pMw w w MRu OR "N R WN1180EVER Y,Z FIRsf OBMNwG THE MESS IWIEN 1ODUS9w! AW Cw6ENI OF CSM EIOwFFAOL. UD RIO DOCWEM, M OEAS. AND DIMM WORP MU HEREIN. 4 AM R6TRU1FM OF PROMS 0M. BWMCE, 5 ROPWR' OF MM WDNEEM% UL .0 6 NOT TO BE NEED, IN VOIE OR N POT MR MY ORRA RD= WIN)a THE NRRTp NHIONOAION OF CSM EMDRRRNG, MG CSM MNEERNG. IIG CCPIRAM DAIS NOTE & COMMENFS IOF9OlED BY: m F. ORIWN Bl: w CxFCIOD BD a+WB F. v.,F. u scNx RDRCT k /^ 1 _. 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USE THIS FOOTING WHEN ATTACH TO CONCRETE W/ (4) NO SLAB IS PRESENT CONNECTOR "B" SIMPSON BUCKET LUS24 TAPCO S MIN EMBEDMENT W/ (4) 10dx1.5" NAILS INTO -RIM JOIST ATTACH TO STRINGER W/ (4) S.S10d NAILS AND (2) 10dx1.5"INTO STRINGER (4) .S LANDING AND STAIR SECTION A SCALE: 1 /2" = 1'—O" 12" WIDE x 12" DEEP CONCRETE FOOTING —TYP. USE THIS FOOTING WHEN NO SLAB PRESENT STRUCTURE TO REMAIN. 1x6 DECKING ATTACH 2x6 JOIST W/ (2) #80x1-5/8" WD G LV. SCREW —TYP. (4) #8x2-1/2" WD SCREWS GALV. —TYP. 2x6 RIM I I I, 1,-4" >SIMPSON POST CONNECTOR BC40Z. ATTACH TO POST W/ (6) 16d NAILS. ATTACH TO CONCRETE W/ (4) 3/16"0x1.5"MIN. EMBEDMENT TAPCON CONTRACTOR HAS OPTION TO DROP FOOTING BY 4" TO INSTALL BRICK PAVERS ON TOP LANDING AND STAIR SECTION B SCALE: 1 /2" = 1'—O" . TIMBER LANDING/STAIR PRIVATE RESIDENCE 435 NETTLES BOULEVARD JENSEN BEACH, FL 34957 Imm ro m ENGINEERING CIVIL STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN SOMEVARD STUART, FWRIDA 34994 772-220-4601 W W W.CSM-E.NET CERTIFICATEOFAUTFIORIZ TION: 29057 ME UNSEEN IEMY UNE54Y REFINES HIS" MNYON INY W%N" MN OMEN PROPERTY RGNrs. 1NDE FARR AND "NOS AAE NOT N BE REPROWLED. tlWICED. CRIBB, OR ASSGNER 10 AW MNO PAxrc w AYf fGRu ER wNrER RIu150E4fA F(DNNG ME VMIEN PGM6NI No CONSENT Of (BOW fCWEERN). UL T S OBOUR M. THE SM. AND DEBRI S IIAYRNMifD IRREN. AS AN RSTRUIENT OF PIR RSEDIA 41MEE 6 PROPERTY OF [EN ENGNEERNG LLC MD 6 NOT N BE USED. IN.WO E OR N PNR MR NN OTHER PRDIEM WORST TIE W RTEN NIIIERUAIIDN M MR NONEERiNB. a. m MORMONS, = tt RRE (DI,S R'✓•R6RIN-:161 MNIRN70R. W CWI0.WTOR 6 REMNSi01£ FOR ME MOMMOOl OF All RUMORS � 111 I a l "., P .•�C�EN3F $7�itall signed by4Q: p s aIDfe r- 91i CFWt1ES A DPRDFN JR 0.ATE flOia gp'IERD PDit22W1 pP® ID 7%10 afu E SECTIONS 9fD e S-3 FILE COPY