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SHEET
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NATIONAL PRINTFAST NO, 186A 2406
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bfAP OF
LOTS 1, 2, 3, 4 AND 5, BLOCK 56, AS SHOWN ON MAP OF SECT70N SECT70N `H- A TLAN77C BEACH, AS RECORDED IN PLAT
BOOK 18, PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CER77F7ED FOR: R E HOME INVESTORS
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N69'4?"000Jr 62-60' NOW471000W 62.60" NW471001F 62.50' NW47'001F 62.60
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BLOCK 57 LOT 5 LOT 4
BLOCK 57 BLOCK 57 LOT J Lori
BLOCK 67 LOT 2 BLOCK 30
BLOCK 37 Lor i
BLOCK 57
TRI-STATE 1AND SURVEYORS, INC.
8411 RA MEADOWS WAY SUITE 12, JACKSONOLLE, FLORIDA 32256 (904) 731-72,35
LEGEND
0 COW. AAN BEARINGS BASM ON RA VNE AS --.qOW.
&W cm
(SU Wftf CAPJ#LS 41 MIS MAP DOES NOT REFLECT OR DETiRMINE OV,^lcRWtR
FE)Kf No r VALID W THOU T 7HE SIGNA TURE AND IN-F OR0-114,5 , ,ISED SEAL
_7A
NO TES. - wm CGK(FOUNO) OF' A FLMDA LICENSEED SURVEYOR AND MAcPErv.'-`
0 QqM CVT
1.) THIS MAP WAS COMPILIED OF- DRAWhG F6RW WO-1 02-J,365, 02-JJ65-1, 8 R L. OMM9 ftS 7W nav UNE THIS SURVEY BASED UPON DESCRIP77CW AS FU�WIS�M,,A'k? w mou r
02-JJ65-2 EWT EASO"T BENrm OF A 7i7LE sINDERIABsTRAcr OF 77;LE AN01ok-DEF-D RESEARCH.
2.) 7AVS IS A. MAP ONLY AND DOES NOT CONS777WE A BOUNDARY SURVEY, FOR "MONT-0--WAY LARRY a MY, P-LS Alo. 4144
BOUNVARYINFORMARON SEE SURVEYBY 7RI-STATE LAND SURVEYOR, INC., WO. COV WWMW AREA SCALE. I R-20' GLENN w !0 ST, 7.ET, P.S.M. NO. 5814
02-JJ65, DA7ED 7-01-02. Alt AW C6WDf"oWV0 P�W nELD *VRK DAM-
(R) RA01,64 MSTANCE
'�J A',TF�
gGtjA 77 4", �s JURVEYORI%4ND MAPPM
jRE DA TE. 5-02-03 'W I
FL�rIQA
R NO.
TPS DOCUMENT [S AN
ST SUCTURAL.-G ENE FRAL NOTES INSTRUl"IENT OF
ENC%INEER'6 5ERViSE
FOR OTHERS FOR CON-
STOP LATW .4NC> SEE 6TI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT
STUCCO CORNS AS TITLED 5ELOLU,
BEAD V BELOW 4" CONC SLAB LU/ &X(oXI0110 UAF INFORMATION C)ERI\/EC�
14" CONC. SLAB W1 &X6XI0110 LUUF STOP LATW AND SEE STI FCR VERTICAL WALL CONNECTION,, 'FINISHED FLOO OVER rat MIL VAPOR BARRIER OVER
2001 FLORIDA 5�1�,DNG CODE (F15C) OVER 6, MIL VAPOR BARRIER OVER SLOPE 3/411 X 1214 STUCCO COWER U7 CLEAN, WELL COMPACTED, TREATF-0 FILL FROM THIS IN5TRUMENT
AE7CE I-W CLEAN, WELI- COMPACTEr.>, TREATED FILL r=XF. JOINT r I AT GARAGE DOOR. BEAD P 5ELOLU 4'�' cONO sLAB, Wilt eix6xievio wjF MAY 5E USED . . . ,''. .,; . 1 1, 1, 11 1 ., CAN NOT 5E USED FOR
-------------
lcel�l NDS FLOV;�-\ OVER& I-IL VAPOR BARRIER OVER AS BRICK LEOG OTHER Lltilof;K$ UNL566
VARIES. CLEAN, UJI�Ll_ COMPACTED, TREATED`FILL
61-OPE GRAC> 4UTI-40RIZED 5Y T�4r=
4" CONC SLAB, W/epXroXI0110 WUJF SLOPS ------ (1)04 REE15AIR CONT, HE.40rzR COuRSE F_Nr.:;INF_ER WITHOUT
OVER& MIL VAPOR BARRIER OVER GRADE DIMENSIONS ARE
rAENEIRAL INFRINSEMENT OF: LECzAL
CLEAN,WELL COMPACTED, TRr=ATr=D FILL I MX D iSTANCES It
I I I 5TORY DIMEN61ONS ARE
7�77 r_>fSTANC.;=A
Ift-Do nc�t scale, Use dimensicns From the arc-hitactural plan- Notir� enoinear immeciiatel�,l IF disIr-repancies are foLlnd loatween plane. CI_F_AN COMPACTErD
A-Desien Ts Vold after two �ears from original date of 'issue, unless updated to acceptable codes and practices at that time.
V I I�i I I I
or S4ND FILL 2 5TOR-T'
B2 V
C-All detallir, shall be In accordarics with instructions from manuracturar I STORY W1 2 OR LESS COURSES,
MAII temporar� zi��orin�3 shall be the resporsfbillt� of the contractor. 011 1
HE- 2)04 CONT. - 11-STORY POUR STEMWALL 601-10 OR USE 10"40" r-TNG
(2,1-5 OR (3,-4 CONT.- 2-STORY 'MIL VAPOR BARRIER
I=]I I I�Q I I I Ell I=
V fill (TYR VERTir-AL REINFORCEMENTA 04 0OWEL-9
FO T col:;RNEIRS 4 48t",P/a THEREAFTER - SEND
11 ALI- DOW151-6 0 TOF= 4 i5OTTOM,F_115ECI
-UN2A STORY �EEEI I I I i''I__I 11
I' INTO FOOTINa /12-1 INTO SLAZ3
A-This cissiGy) �,jis L->,san with partinawlt desTqr) soll parametQrs, anitA ar=_0pttSd 20" 12 (t)04 CVNT. fl-1-- 11T 11 INIMUM 6
I ri GIZZOUT ,41-1- W1 RIEVNIFORCEMENT) 4
cia-sigri procedwes-a, and is ba&<�toi co tho L-�wot Inforzaticri aivailaiols at tims or compi<.-ticin, Ths oiesTian "is intooded �2 5TOR MA>e- i (5)
to minimize i:Wfarentlai movement rezultirig From the heaving Orexpansive soil or settling of sul:>swirrace solls, It must ba recognized W10 15,Rlr�K W WIDE W/(2,*4 CONT, 5" COURSE$ WALLS > (5) 5" 1 atog_y E9QLU0_&1Z_r=
that foundation components will undergo movement. Arf� subsequent owners shall 1::,a appraised of the soil condition and advised to W1 5RICK 20"WIPI!(INCLUDING LEDGE1 UJI(3)04 CQUR6E6 HIGW REQUIRE 1110 i5RICK 4,11W W1(2)14 CONT,
TURNED DOWN EDGE 2 sTQRy ADDITIONAL ANALT515 4 W/5RICK 20"xa"W/(3�04 OR(2)S CONT.
maintain Sood practices Tr ths Future with regard to surface and subsurface drainage, framing of partitions above floor stabs, and W10 SRICK 164 WIDE UV(1,04 OR(VIS r-OKT. 2-alo-gy-
REINFORCEMENT.
Finish worl,:, above the floor rplaL __��EARING 5TEF [;)OLUN W 5RICK 1411 WIDE(NOLUDINr,LF-OC.P-)W/(4)04 OR(41)5 W/O ZRICK 20"x1d>l' LLV(3)04 OR(2n CONT.
0,Design has been based on a non-exp%snsive soil with an allowalvis soil ioearinet capaclt� or 20M P&r. Active EFPZ 30 pcf (level backslope�, 0 . W/15RICK 24")(10" W/(4)04 OR(3)15 i::ONT,
nolatlon walls shall not I:,V placed until the walls,have svFrIclent strength and have been anchored to this Floor TYPICAL FOUN�)ATION DETAIL 4L FOUNDATION DETAIL
C,Ba cli�,N I t a dJ4 cent to foul TYPIC
s�stsm albove or adequatel� braced to prevent damage to the wall,
C>,Rafter to the Gectec-iyical Engineer's report for all soll requirements For this site,
F-Atl Foundation pads shall be formed to proper dimensions as Indicated on the drawings and centered on column or Wall. SEE STI FORVERTICAL WALL CONNECTION.
F_The location or roundatloni Jov, steps and top Of wall elevation$ and connections are critical to founclatlon performance. These Items 4" CONC SLAB Wit &X(oXI01I0 WU.F
are shown on thca plans but may change during the actual construction, As a result, this design ran not Iddress proper fouridatlom OVER 6 MIL VAPOR BARRIER OVER MAX. 2 COUR6E6
conrliguratlon unless stated spacll`lcali� on the drawings. CLEAN, WELL COMPACTED, TERMITE 411 CONC SLAB W/ (2X6XI0110 UXLF 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL, Erz STI FOR VERTICAL
TREATEO FILL OVER & ML VAPOR BARRIER OVER ALL CONNECTION.
CLEAN, WELL COMPACTED, TREAT ILL STOP LAT14 AND 5LA5 LEVEL, TOP TO GARAGE FLOOR 0#4 CONT, IN SOLID GROUTED
STUCCO CORNER �AVARIE$i MAX 5 1/2" (WEIGWTS EXCEEDING Buil ers
BEAD I" BELOW WI0TW REQ ApoITIONAL ANALYSIS) U-BLOCK COURSE
X F 777
VARIES
. .. .,. Ill M Hll— FINISPEC) FLOO 4 CONC 5LA5 1111 6x6xio/10 WUP TYPICAL 5LA5
A,Data 11 reinforcement in accordance with ACI 315-50 (Rev!sed IZaa�, Detallt4Q Manua I, Minimum concrete cover for reinforcement _rr . 1, . . 'IM, FirstSource
OVER 6 MIL VAPOR BARRIER OVER
C�EAN L COM ACTEDI, TREATIEEP FILL
shall be as follows. R\ TYP. VERT. OfJacksonville
MIL VAPOR BARRIER RE INF,
1) Concrete cast against earth 3" �I I It . -I E
DesignCenter,Inc.
2)Formed concrets exposed to earth or weather 1-1/2" GRADE
3) Interior stabs, walls 3/4"' U E,_ LI CLEAN COMPACTED IT YPICAL FOOTING SEE 1/$T2 FOR
all
ELMTrilmum compresslive design strength of concrete used For foundations and 4aabs shall be2b"piii 75 da�q. _11IRRIll Ill - 11 r5r2o Roosevelt f5lvd
SAND FILL
OIZE/REINFORCEMENT
Jacksonville, Florida
C.,Reinforcing steel shall conform to 46TM ArP5, erade 40.
1117:7-71111 Z��7
0,Longltwdiria I reinforcing in walls and Footines shall 1:�,q continuous at corners and intersections. Matching corner bars shall be used. — ET1 rl
11 17_�7 32244
TYPICAL FOUNDATION
rjt0lmum lap of reinforcing shall be 40 bar cllama�ers, but not less than 20".
F�All concrete operations, Including but not limited to mix desien,mixine, tramsporting, placing, reinforcing cistalllrfQ and placine, cvrTne, To I W4,71 -(2100
and testT62 shall be dons in accordance with the requiremwts and applIcatIon of ACI 301-i54 (65), "Specifications for, Structural Concrete 5 T E F, D 0 WN Fax W4_311-2835
10IMEN61ONS AR
NON-LOAD 5EAFRING TURNED DOWN EDGE DISTANCIEM I I P=I I I I I 11. 1111
A-Framing �'umber shall be as follows or better; (D �OUNDA�ION AT GARAGE �CUN_DA.TION 4�TG�ARAGE
2 x Raftersii5sams/Jolsts 02 SYP IS,% M.C�
I-Joists Provided by TrusJolt6t, or equivalent,
Engineered Beams Provided cl� TrusJollst, or aqvivalant, 411 CONC SLAB UP &x&XI011o uAip
Plate$ *2 SYR` IIB�!p M.C. OVER & Mll.- VAPOR BARRIER OVER
CLEAN,WELL COMPACTED, TERMITE
Studs 02 &f::-r IiAa M.C. - T�pical - Unless Noted Otherwise TREATED FILL /-HEAPER 5LOCK OR OVERLAP 6LA5 RECESS 51-45 a/4" FOR
Stud Grade 5PF IV,* M.C. (2x4 vp to 8'-1 1/6", one btor� residence onl� except pairtla% enclosed structures) L FORMED 4 CAST 6 11/211
t5-All nails 5hall be t�ps "'Comnwn" iinless noted otherwise. Options to using common nails, are arp folowsA. STEP D�OU\A 1-1/2 DEPTP _- STUi:) 4 1 1/411 (FROM
Gun Mail$ 7WV OUT61C�E FACE OF: BLOCK)
RECE66 fPLA5 3/4" FOR $GD,
6d=0.0SV'x2 114" Screw/Glue Shan�,Gun Nails (Provided that the o/c cpacing is reduced I.E., e6al 0 &"/12`o/c bscome6
VARiE5
4' CONC SLAB W/ &XbXI01I0 WIF
OVER
.013SIBIIX2 1/4" 0 4"/&`c/cJ Mll. VAPOR BARRIER OVER
CLE �tt, W LL COMiPACTED, TREATED FILL 7_1111--7-111 J:az 1 11 11
C-11,4112re not Otherwise shown on plans, all nailing or si--irswine shall ba as indicated in the current Florida Building Code, ASCIFE 1-1B6, TYP, 5L45 TYP. SLAB
and/or ISIBI ND5
.7
reforenr - I - -_ __ .
-ad above. All sheathing must be tiailecl or screwed 4 adhesives SWALII.. NOT be used 'in place e '*-: .. , , -1 1
. .. - -I I I]:---E _E1 I I I ��Hl I I I�
M Meta I connectors to be provided lo� SIMPSON. Alternate connectors w/ squiva lent or higher a I lotuable loads may ba used in I leu of CLEAN COMPACTEC) HEEI I I i - —
YPICAL FOOTING - SEE I/ST2 FOR
PiCAL FOOTING
7-77 11 Rill I i==1 i I 1�_� _Y,,_.__ SAND FILI_
Ll-11 11 7'r(2,*4 CONT. - 1-STORY SEE I/6T2 SIZE/RF-INFORCEMEN
FOR SIZE/
Tor walls to ba sheathed with min. 1/1&1 O.S.B. ujith ad 611 o.c. along pa al ad as, 12" cl.c� in Plaid (all with pairtlaN enclosed
(2'16 OR(3.,44 CONT. FOR rlz-INFORCEMENT
structures), except as noted on Structural plan. 2-STORY
112-Engineared componsts (trusses, I-joist, etc.) shall ba installed per manufacturers sl�aclFlcatlorls 4 directTos. I STORY TYPICAL FOUNC�ATION
G-All permanent bracine of truases Luith continuous lateral lorace4 "It be ollaeonall� braced per H15-IN spaced not more than 16 feet o.c. and
L 201, L -------
not more than 4' From end of continuous lateral brace.
1-2 -5--T OR_'�1) Mill
STEEL INTERIOR 5EARING r
A-[:>,st,all, fabricate, and erect steel according to A15C
flepectrIcation for the Design, FabrTcatlon, and Erection of Structural Steel Buildings", eth edition, 5TEr-IWALL 6TEF DOWN )-F-0UND- AT 6.(SZ)� FOUND, AT 6,G.D.,
5.6tructural s�('Ssl,shall bet LL
Except as ipslow 4,57M 43&
Pipe A5TM A53, T�ps E or 5,Or, 5 411 CONC 51-45 W/ 6x&xIC/10 WWF
Tuips A$TM A500 MARBLE SILL OVER (2 MIL VAPOR 5ARRIER OVER TO OV61DE
C.,All bolts shall be 4301 unless noted otharwlss� CLEAN,WELL COMPACTED, TERMITE
0,All welding shall be 1:� a certified welder. TREATSP FILL 11/211 _j
TYP. SLAB
5.11 MAY VARY TILE HAND T001-
MA90NRY- ($EF- FOUNDATION At-L CONTROL- JOINT
TOOL I" DEEP WHILE CONCRETE 4u CONG SLA15 W/bX&XI0110 WWF
PLAN) IS WORKABLE OVER& MIL VAPOR BARRIER OVER
A.Concrete block.i�hall have a minimum compressive strength, F'm OF 19" Masonr� shall be laid up usine t�pa 6 mortar onl�. CLEAN,WELL C�OMPACTEV, TREATED FILL 1=-IT I I >
AN masciiin 'in contact with earth shall be Qrouts,:� Full. Grout sha It have a minimum compreosIve strength of 30M pSE 1 -1 — I--
,mmenclatloris oF the
EL All concrete mjiionr� operations, shall los done in accordance with the provisfons or the latest applTcalvla, recc
AV Manwal of 6tandard Practice.
C
,-Lap all vertical rellriforclnQ a minimum of 20". TYPICAL FOOTING SEE I/5T2
MProvldc h6rizortal Joint reinforcing at 1611 o.c. vsrticall�, Reinforcing wire shall conform to ASTM Aa2 and ASTM AI&I TYPE 304. S E/REINFORCEMEI�T
z
4 V
TYPICA1_ FOUNDATION
7r MI 4
_F TI
SUNKEN 5�40WER DETAIL CONTROL. JOINT d) --) ]I if
FOUND- AT [)OCR 5ILL 4 FOUND,, AT DOOR SILL DRAWN eAIM,RLU
STANDARD FOUN'DATION DETAILS CHECKED L.Af
$CALE NOTE�)
DATE 1/11/02
Ill AIR SPACE JOB NO. 5TANDARD
FLASWINCs M1,16T PASS TWROUGW ,,�-0)04 x V-011 OVER TRU65 DETAIL5
BRICK VENEFER -0 A L.EVEL BELOW F &'x5" CWASE IN
CONC.BLOCK STEM
F-><TrzNC) FLASHING 15SLOW SHOE PLATE ---------- WALL.
SLOPE ...........
EXTERIOR LUALL$ HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADE 7
Founda t"lon Not-e S�4EATHING FLUSP UJITP TPER FOUNDATION. (POLY)F-LASWNG AROUND FIFS X1,�\1111
PULL ALL INTERIOR WALL DIMENSIONS
GROUT SOLID ........
FROM OUTER EDGE SLAB. WEEP WOLFS 0 4611 O/C CLEAN COMPACTED
SAND FILL
AROUND PIPE
3/4" (NOM.) STUCCO OVER LATH 4 PAPER
%
6" MIN, DEEPEN
Ishown atop Foundation 1/4" GAP 5ETLUEEN 81-41FATHING 4 CONCRETE FOOTING 0 CHASE TYPICAL FOUNDATION TYPICAL FOOTING - SES I/ST2
FOR SIZE/RFEtNFORCEMEN r
:t- %
PROVIDE PROPER 4kTF OF-
bet,5115, For clarit�. Ujacid LOC,4TION AS REQV TO
FOOTING DEFTW. ST
LLI TUCCO STOP GRADE
S/
LIGHT COAT MASONRY "DIRF-66ING" TO FILL ONAL.
CMU/ ic- F or other 5tructura 1 -1 1-1 1 FILL VOID BETWEEN 5RIC*— UTILITY CHASE UTILIT'r Gk45E
BLOCK V0106 AND/OR PONF-YCOM55 VENEER 4 FOUNDATION
vertica WALL W/MORTAR OR
construction GROU'r,FILL SOLID r-ROM
FCOTIN�*TO UNDERSICE OF
acceptable see 5T] For PLAN
STUGGO DETAIL BRICK DETAIL
5pec I F Ica. MONOLITHIC: F:OUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET
THE5E DETAIL5 ,4RE INTERCPANGE,45LE WITP THE TPEBE DET,41LSARE INTERCHANGEAeLE WITH THE
STUCCO ADDENDUM 5RICK ADDENDUM 5TEM WALL5 FOUNDATION DETAIL5. MONOLIT�41C FOUNDATION DETAIL6
OF SHEETS
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