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HomeMy WebLinkAboutSURVEYL86AL DESCRIPTION LOT 4, BLOCK 28, FT. PIERCE SHORES REVISITED PLAT OF UNIT 5, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE 36, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA LOT 3 BLOCK 28 FILE COPY FLOODZONE: COMMUNITY NUMBER: R:120285 VLY�`'\ l l T T PANEL:12111CO181 SUFFIX: J BASE FLOOD ELEVATION: 4 (NAVD88) FIRM DATE: 2116/2012 FIRM EFFECTJREV DATE: 211612012 41� �R�D1CPe� \ .., ..�:=�;•' pay{� ��. O+ f INpN ' NSN �o CJ� L(j'I '+ BLOCK 28 - - NOTES: BENCH MARK 1. LEGAL DESCRIPTION PROVIDE BY CLIENT 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY NTRAL ANGLE 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5. THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTHERLY LINE OF LOT 3, BLOCK 28, HAVING A PLATTED BEARING OF S65-19'53V. va" APPROXIMATE DRAINFIELD LOCATION \ �o. \ G� 00 LOT �y BLOCK 28 ys MIN. SETE FRONT_` f SIDES r - CNRSIDE REAR \ i ZNG.�H. �J TEC_[ , \ SPp N' u LOT 5 , BLOCK 28 i �jT2i2v�LTu T. LUCIE COUNTY BUILDING I FVIEWED FOR cQvIPLIANC� SITE OR NO INSPECTION(S) N1 MADE \ gyp• �� SNIP P'pP tippCV469El U TRUE AND CORRECT REPRESENTATION OFASURVEY PREPARED UNDER MY DIRECTION. NOTVALID WITHOUT A RAISED EMBOSSED SEAL AND SIGNATURE (SIGNED) KENNETH L OSBORNE PROFESSIONAL SURVEYOR AND MAPPER 46415 rn > om d LU o a w o� U �C7 a E' W CL oN �'+ C7 mN� O SCANNED BY St. Lucie Coul Cd6887 a.. -2D,9 1 OF1 0 O 00 v h 10 3-x3' x0 PLATE OR S (3) - 012 x SHOWN (9g' & C-C FAST 3-x2-xa -&12x 1 SIDE I SIDE AS DISTANCE ?y (5) #12x3/4• S.M.S. ED'To BEAM W/ .S. INTO SCREW BOSS S.S. THRU-BOLT (4) R12x3/4- QM�SIDE ROOF BEAM (MT OR SLOPED) ((1)-2x2A, ANGL(2FOR 2x6 SMB (4) 012x3/4- S.M.S.-) EACH LEG. S' 0r 7- SUPER MIN. 0.090' THICK e POST V x 2' ROLE PLATE 0 CONCRETE ANCHOR O) PLACES) IEU OF TYP. Y: 0 CONCRETE EWS FOR CORNER COLUMN EAVE RAIL (11 TOTAL) - 012 1' x 2' 0.9. SAS AS SHOWN ( PATIO SECTION PLATE EDGE GIST C-C FASTENER Sf 6- x S' x 0.050' 6063-T6 ALLOT PLATE — — UME SIDE) OR STRONGER K-BRACE 2x3xO.07D CNAIR RAL I- ANGLE 6• LONG @ EACH BEAM) Yi Ox3' LG. @ EACH ANGLE NEAYR6H FACIA M BE 2x6 (MIN) S.PS. OR WESTER RED CEDAR STRUCTURAL GRADE 2 MIN. (D Y: 0x2• LG. LPG SCREW @ 26' D.C. ENTIRE LENGTH OF GUTTER SECURE FASCIA TO EACH RAFTER TAIL V/ (D YxOX4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER an ROOF BEAM TO SUPER GUTTER CONNECTION DETAIL ®1 z D..C. SPACE S EQUALLY /-BEAN STITCHING SCREWS (SEE'TArI62�24. nc FBEAR--�-. SPLICE PLATE (EACH SIDE M) 05 A 52-H32 ALLOY OR EQUAL.,,1 BEAR) THICKNESS a V� 0 � OJT rya G,"Rl 31"' 1h p l`� �.'1 ll'•1 GIRT (CHAIR RAIL) g W� (D Y:0x2' LG. LAG SCREWS (TYP. @ EACH BEAN) (1) 012.2' SAS @ 12' P.c. NA: BETWEEN BEANS If.- THICK CUNTINUOUS ANGLE SECURE FASCIA TO EACH RAFTE IN V/ (1) Yi'0x4' LONG PAN HEAD AG BEFORE ATTACHING SUPER M ER Y' CONTINUOUS BEAU OF MNSTRUCTTON ADHESIVE Jed®D 9 A 1x1xk' BY 20 LONG - ARGLE, EACH SIDE OYP.) (4) 814x1j' S.M.S., 2 SCREWS EACH LEG (TYP.) HOLLOW POST - USE /IOx%- S.M.SfV 24' O.C. M CONN T TO W O.B. TO Zx3. x2 O.B.MfASTENE0 TO COLUMN/POST QIOx1Yy S.MTS. INTO SCREW BOSSES i (EACH END. TYP.). SCREWS L070 GIRT/CHAR PLAN) MIN. (4) `104• LONG S.M.S. INTO SCREW BOSSES (TYP. AllERNATNE) i.M.B. POST CHAIR RAIL / GIRT TO POST CONNECTION DETAIL 4 PURUN FA51ENE0 TO COLUMN/POSE wml (4) R1zx1• s.Ms. (EACH LEc) _ USING 16' TiIL1C MT BAR BEM TO FR (BO63-T6 A101� DET lu[)EY�x"u (A) I Co.) I (ANX) (.xx.) BEAM LINE 'A' LINE 'B'&'C' SCREWS TOTAL PLATE WIDTH 2x4 3 2 24 12' 2x5 3 3 32 14' 2x6 4 3 40 14' 2x7 5 4 56 16' 54 2x9 5 6 72 f0% tx9(HW) 6 7 BBB' is, 2x10 7 7 - IS DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 R7wJDat DesCn tlon A ;m ISSUED (3) /12xY)• S.N.S., EACH lEG AND MIN. (4) QIOx3• LONG S.M.S. INTO (6) /12A- S.N.S. CHANNEL TO BEAA1� SLREYI BOSSES (TYP. ALTERNATNE) (9) SCREW TOTAL BEAM TOPMSTITCHING 0 24'070M O.C. Tn M. TOP AND BOTTOM OF SMB J 2x3xo.070�� `sEE mete FOR slz6s) Q x 2 1/6• x 1' x 3• I.C. PURLIN TO ROOF BEAM CONNECTION DETAIL fOBEAM h S.M.S. 0 24' O.C. TO 1x2 O.B. TO 2.3. !xllm S.M.S. EACH SIDE M (TYP.) OR !A SAS- EACH SIDE M FOR 2.5 COLUMN TO AM COWMN/POSTJ k Lu C ❑ W BY 3' LONSIDE --ANCLE. U a) O ANGLE. EACH SIDE (TYPJ TOTS.M.S.. ACH C N � -.1 Z LEG (6) TP) U W 1_ Z (D W 0) W � Z x O O IL F, (n U U W (o O yay U 1- DRAVJN BY: DYK CHECKED BY: DYK S.M.B. BEAR SCALE: AS £ MAY BE SLOPED OR FIAT (SEE PLAN FOR SIZE) DATE: B/1L Y' AIM, 3 W MAX. C-C SPACING OF FASTENERS (TYP.) Ye' MOM BEAM EDGE DISTANCE (TYP.) DO YEON KIM, P.E. FLA. REG. NUMBER49497 DO KIM & OCIATES, LLC 87 PO 1 39 Tamp FL 9 Z I� Drawing No. - 060811 SHEET 1 OF 3 ��Ir; o®� 3' MIN. 1.2 y 2z2z1/B° x 2° LC. ANGLE S.M.S. WITH MIN. W/ (4) 812x3/4' SAS y " (EACH SLOE) EDGE DISTANCE O� 6 CONCRETE ANCHOR W/2 INTO O O W/2UCT STRUCTURAL CONCRETE RAL CONCRMENTETE (EACH SIDE) PLAN FOR S12E IENED TO CORNE ®14x%" S.M.S.( i 2' LONG (EACH CORNER POST IfCOLUMf TO CONCRETEa _, EDGE OF CONCRETE Y' ANGLE. EACH SIDE (IYP.) %'0 CONCRETE ANCHOR - W/2%' EMBEDMENT INTO STRUCTURAL CONCRETE (n'P.. SEE NOTE 10) �Vx2° O.B. SOLE PLATE 3' MIN. •. 1J Y'Ox2Ys CONCRETE SCREW ANCHOR O 2 7-0 vu=i= AND 9' FROM POST aFo �j COWMN/POST tx2 O.B. SOLE PLATE I - I PLAN VIEW I' (TYPO NZ n --)$ GLF EACH SIDE (TW.) %'O(CONCRETE ANCHOR W/2%.`EMBEDMENT two STRUCIUR�1._ CONCRETE (IYP., EE NOTE 10), 112' 03, SCLE PIATFre y?, .44 21 PURUN AND 9' FROM POST (Tv COLUMN/POST /-lx2 O.B. SOLE PLATE V (TTPJ Ad0�31 BEAN SUPPORT M N/POST 2x2x1/8' x 2' W. ANGLE W/ (4) /12x3/4' S.M.5 (EACH SIDE) 19*11 h2xl§' ANGLE CUP, ClR AT j Ir O.B. FASTENED TO CORNER A 45' (+/-) ANGLE AND O SECOON WITH /IOzY S.N.S. W/ BEAK MAY ATTACTO THE SCREEN ROOF i6' DIA WASHER O 18' O.C. BE FLAT BEAM WOH ONE (1) WO THRU- Oft SWPED /'� BOLT, FENDER WASHER. HE$kWER. ED BEAM RAIL /) (i ATTACHED TO BEAM OR DIAGONAL BRACING SHAH NOT BE jp O ATTACHED TO RWF PURUNS. q` 2x2z0 093 BRACE J 2.5.W ANGLE (2' LUNG) V/ (2)-414 TEKS INTO TOP OF 2x3 EAVE RAIL ARD (2)- •14 TEKS INTO THE FRONT O< THE CORNER POST �Ix2 O.B. TOP FRAME CORNER POST -Ix O.B. SIDE WALL CORNER UPRIGHT (SEE PLAN) lr ELEVATION VIEW - TYPICAL DIAGONAL ROOF ^ CORNER POST / COLUMN 'rnNMFrTInM UPRIGHT DETAIL COLUMN ?Y' MAX. THICK BRICK PAVERS SET IN MORTAR ON TOP OF FWTER O.B. SOLE PLATE x Z °\ Y' 0.5CONCRETE SCREWS ID 24' O.C. `2%* MIN. CONC. OW.), 1M2' CONC. EMBEDMENT (MIN.) ENBEUMENT (TYP.) TYPCIAL FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS 4' NOMINAL CONCRETE SV.B (2500 PSI, MIN.) W/6x6x10/10 W.W.M. OR FIBER REINFORCED [POLYPROPIIENE FIBER - 1.5 POUND (MIN.)PER C.Y.) .z • d . • 4 ed- 1 d — d ` III —III :d. ' `UNDISTURBED SOIL OR COMPACTED ' CRUSHED UMEROCK (90% PROCTOR) MIN. (1)-05 REBPR CONRNUWS, SPUCE MUST OVERLAP 20' MIN. 3' COVER (1YPJ B'(MIN) FOUNDATION/SLAB DETAIL PSI MIN. CONCRETE STRENGTH ° � A APPROXIMATE .a I GRA 1 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 ISSUED ° I I J do. COMPACTED OR Q -�11 III d. 4 I UNDISTURBED SOIL/SAND = W (1)-#5 REBAR, CONTINUOUS C 3' MIN. CONC. COVER, 36' MIN. LAP SPLICE _ W J�I� UOf —41 —1L � O 12' MIN.* y J U U � W W MIN. CONTINUOUS PERIMETER FOOTING Z W of (L O = C) J Q Z U U BDm1 W co ALTERNATE (11 Y 2.14' ANGLE U Q I- (4) $12xY' S.N.. BRACE DRAWN BY: DYK CHECKED BY: DYK 2'x PURUN 27x11Y° ANGLE (BRACE) W/ I SCALE: ASSHOWN (4) p17, S.N.S. ®EACH BM MAY BE FIAT OR SLOPD (2) 11O.A. ttP. EACH RM9O H PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 L ANGLE 2' LONG ON RSIDI5kf/(4).812 Y+" S.M.S. LEG (BEAM & BRACE) 9RACE PLAN) ALTERNATE (2) 20 BRACE DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM & FqOCIATES. LLC 6887 PO p039 Tam , 4 3' ftq Z V Drawing No. - 060811 SHEET 2OF3 . IIN. THICK ANGLE (TACN SDE) OR 'U' CHANNEL 6063-T6 A Y PLATEW/ S.N.S EACH SIDE (20 TOTAL) - TO WALL N6 024 O.C. HOST STRUCTURE (3) W 0 x Am LONG • e . • d . HOST STRUCTURE EQUALLY WACEO G' , e d p �� b© 2Q� MOD DID General Notes and Specifications: 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318, Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with All 318. 3. Atl dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary. 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host structure capacity. 5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. 6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24' o.c., top and bottom. 7. Connections using screw basses shall have minimum (4)-#10x2" per connection unless shown otherwise. B. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table. C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (industry Standard Screws) Screw Nominal Screw Diameter (in) Minimum Edge Distance Minimum Center to Center Distance #10 0.188 6/, . 1/2" #12 0.219 1/6 1/160 #14 (1/4") 0.250 1/2" 3/a' 9. Structure has been designed to meet the 6" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, VW', is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C Design pressures are from Table 2002.4, 2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO). DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 ISSUED J r- w U ❑ w It O :D U (n C O y U U Z � w LU LU a O v = J Lu (Vp a U O l CHECKED BY: DYK I SCALE: ASSHOWN DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM SOCIATES, LLC 6887 IP B x 1 039 Ta F` 79 'L 1 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws or approved equal, I Drawing No. - 060811 I SHEET 3 OF