Sevilla Boulevard West 1956 i
20'-40" 6' 8" 15'-4" 12'-2" \
L:-Q 2''V• 7'-O" 2'-6" 7'-10" 2'-6" 4!211 2'-0"
i
--
VAPOR F
I I I I ui LLM•I1GT D wu --Pad ry acus CONM ar8
1 f 1 •�
rl'�` n'�• � I - 1 I o -
1 MONOL.I TH I G TH I GKENED ED6E
FOOrINB I 5Gf4Li : I/4"
24"X 24" X 12" LONG MONOI.ITHIG I I I I I I
BEARING FOOTFR5 WITH WITH %-AB I I I I I 1
W 0 5 RODS EACH WAY I I I I I I
____ J I I u L_ _-- -------- -
TURN(u a 4 Ro f I
TY"ICAL 4" CONCRETE PATI ( I I AT ALL.,GOBS f
4 4 I s TMICKE N EASE To 8" I I I I 1
�r I PROVIDE(2) # 5 RoDS co I f
(AlON A GLEAN. WELL—TAMP FILL)
I _
a I I
\ I I I I
ry / \ \ ---------_ - 1 I I 1 va•x11HEPM5OLT9
� I I0 324 2'X 41 PReSSmEL,
/ \ I I i i 1 ►wsr rREraw swve 6 KKK.OR
TYPI
I
I
1 ,�rIu
I I
FOOTER—THICKEN
OOTER THHICCKEN 5L�AE3 TTo I I I
I I f 1 12" x 16" Arm INSTALL (2) a5 coK,I I
I
f I I RODS cora. 1 i i I I.-44
I TrP1CAL INTeeIOR I I \-4- M Rr� o AD WITH 6'b 10/10 I
FOOTERS 6ARRIER,ALL OVER A 1� ; I I ; T"P. INTERIOR BEAR I N6
I I I I TAMPED,TPRMITE-TR A-%nD FILL I I 1
I I I I I I SGAL.E: 1/2" = I'-O"
I I ( 1 I I vane, TM!NVM OF T►e nVC aHV�a 9f►v_l.nor OM BRr/1TBi
TRL)55 PLANT NOTE I mMc 4p HTH ne SOIL,AT T„e BaT-rom cp THE TWc zmv tea.
I I I f I CONcr ATffi L o4P9 ar IHiEtTfOK BEAMN9 wu.s nIN op 4000 Pout
I I "MASONRY WALL. ON AN IO" X20` I I VERIFY ALL BEARING I I I I TO�rsT TM TVAL LOAM `AX"'L'i1M,FOR TM co►r�eTe►�aNzr
I �DN1 FooT>�WITH(Z #5I I a f I
_
I I I I r --------.- I I I
I I I I L -- ---- - I I I I
I I I I --� � I I I f RE�r'VED
1
I I I I 997
City f
I I oAtlantic Beach
4 m f 1 I f I I B
ullding and zoning
12'-4" I I
I I I I F ——— ——— _._..__,I I I f
I I I I I I
I I I F 1 I I
j I I I I I I I I I
I I I I I I ' J6" X11•" CONCRETE
I I I I I I I I I 1 A1nG AD WITHTHIGK.ENm S
j i I I I L._ _._.____.-__ __--- _j
I
I I I L " PVC A/C CHASE I � r.._� � •
I 1 TURN N #4 ROD
Ar ALL CowNERS I I :� I I MINIMUM S 1/2" S I I L__J
— _ .._._ _ _ ____ /0"
r I aoTIN6 IS I
L —
_ __ J 1 7 MONOLITHIC I < ;
Q —_.._ _ I_,. ._ —— _ WITH SLAB
-II i I I P1 f 09,<POW
Q - --- --- -
\-24" X 4' X 12" COW RETE _ J
THICKER o a FOOTER5 I-M W I ( I
RDPI��LLl 5 # 5 RODS EACH WAY I I I f
"
f FF
I AN r_ TO a" I I jJ 1�lOTES
I IzODS TNT. # 5 I INIC
I I I J�
NOTE ALL Drr�1oN5 MJST 6E
I I 1 CHECKED ANP VEWFI® B'P
CONTRACTOR PRIOR To
Q I I 1
CONSTRUCTION. ED HALL AND/OR
ri DE516N AL.TERNATIVE5 W1LL. NOT BEN #'
Q 1 OPE 6 I I I (d HELD RESPON5I5LE FOR DIMa6ION
St-1 SLAB F D0R RAINA. ERRORS c7NC,E CONSTRUCTION RAS
I I I 1 � � BEGUN•
I 1-1'-0" 1 4'-B" 1 1 NOTE: ALL TRJJ55E5, BEAMS AND
1 6FARIN6 KALI-5 TO BE DE516NED
I AND VERIFIED E1Y A CERTIFIED
f TRU55 ENGINEER PRIOR TO
f f CONSTRUCTION. ED HALL ANv/OR
I f OE5r6N ALTERNATIVES KILL NOT BE
f I 1 HELD RESPON51BLE FOR•SUCH
_f� ffALLUAS ��ON5 ONCE CON5TRUCTION
__- I I I �►,P,PR0VI-D �
I CITY .OF ATLANTIC BEACH
p
RECEIVEU
Q - -- - -- --- -- - -- I ..�_ _ _-J I I
BUILDING
f o
9
L^
JUN 1997 44 o�``'GF design
1 JUN 1997 I ------- �---------- I ���o" . �,'���� , alternatives
City of Atlantic Beach
Building and Zoning cam--
. 445-�26 State Road 13 .Sults 243
g Jacksonville, Florida 32259
904-260-8153
4'-•2" 5'-a" 2'-10" 1'.-411 8"a• 10' H`
lo'-ro" Io'-10" PLAN NO. 20`1 -
, I
FOR: LANDMARK HOME5
DRAKN: EH 03/0 7/a 1
/CJ7 5GALE: 1/4" = 1'-C?"
4,5/ SHEET I OF 4
vi
.. • 7 71♦. '• '.."M .. - t to F 9_�..
20'-10'
SHEARNAL.L LEGEND
11-01, W-bn 31-61, 51-6" 21-6" 41-6" 9'-4` Z'-$° Z'-2" Z'-0° `i'$` 7'-8° Z'-O" 31•-11" b.�a
1^t C3) 1^t C3
SW - -- -- -- -- -- - - Shearwalls nailed at 6" o.c. on
(4) 105H edges and 12" o,c, on Intermediate supports
with &d common nails.
4 r••1,-rza Q •
(3) _ _ - - _ _ _ _ -Shearwall5 nalled at 3" o.Gr on
r edges and 12" o•c, on Intermediate supports
b In with 5d common. nails.
II'-3° it I I64 H1=AR a
o o
' FAMILY ROOM
51MPWN ABU 44 POST36"
I W
1F- 1
BASES USE (2) SIMPSON I (10'-O" G ILIN6) FAB F/P I rt
W
H6 CLiPS AT HEADER (3)
trrPIGAU Em. BEAM 28`1 SH I W (3) STRUCTURAL NOTES
1• All lops In top plate shall be a minimum of 4'
i~ T 51 X18'-0- n FTTT28 MTTZ 1 and nailed with 12 -16d common nails, or
I
1 Ii AYC t Rao I 16-•0,131 x 3 1/4Xgun nails.
NOO
G V ED PATIO T1LF/OAr�P�T w 2. All shearwall5 shalt be Walled at 3" or 6" o.c,
(10-O GEILIN6) L NE
00'-•O" GEILIN6) (� as noted on a edges and 12" o.c, intermediate
( 5H m o with 8d commons N.O.N.). Block all unsupported
' I ry 12ra - 1 edges with 2x4 flatwise blocking. Shearwalls
Sha I I be 15/32" GPX or 7/16" OSB.
n I a'--o" GEILIN6 2 TR MRI rH
,Civu, SLIPR16 SLA-%POOR BEDROOM 2 1
KTH 124 TRA4,6 avert 124 EATI 3. All gable ends shall be balloon framed or Framed
8'-0" GE1L IN6 and braced per attached detall.
514
I _T T ——— — �♦♦ ° �' -O'ANDT�. " POOR 4. Strap header studs to double plate with
F —— �I �- ♦ D/l1 0
♦ ♦ ,� o LINE 24- Semco TPP6/4 at each end of header and nail with
I I ♦ DOOR—
TILE elght(5) - IOd common nails N.O.N.).
I I I I Q l I 5. Header studs and header cripples should be
<I TGf�EN /SHowER I I Walled to9 ether at 6" a,c, w/ 16d sinkers or
I I I I 00'-0" CEILING) 0 I 4 wAl I .131 x 3 I/4" gun nalls, staggered. GIip
1 1 13-10" I 1 II'-4" 2' 2'-0" q'-IOW ( P�'-b° r,Z" Z,-0" I D 6LO��T 1
1 unit to shoe plate with one (I) Semco TPP6/4 clips
1 and Hall with eight (8) -10d common nails N.O.N.)
• �� 1 1 � Mo1� � �
I MSS R U ( I ry i- °�• � �, Rop sI�F I N 6: All window and door components must withstand
(vAUL ) X24- DOOR I a 100 MPH wind load,
I I I X12�SOF�1r owe a RIEM4 _ ROD SHELF 1
o I I l
?r"EMO +SIDE TO Q �` -j LD r iy 7. All connectors are Semco or equal N.O.N.).
I �- —— ——— DEf. F 1 I-W LEDBE sl v n (�
1 I ii ♦ f1LF LIhE _ I WAL K-iN 1
1 I �� ♦♦ I '-0' vooR 1 GLOB I 8. Footing design is based on a minimum soil capacity
POORS"T" TIM es'orw 2•-0^ ° 0I i of 2000 p5f. This should be verified by the contractor,
1f 32 HDCP
POC
1 8'-0" GEEILIN6 IB Maur b L 'X 8'DEC )RATiVE WLL M 1 m ' IbDOOR WIT1
I 7 6~n HA?P �"^''V 1 W T I cf. Design wind loads are based on 5E3GG1 Section 1606 with
� C a wind speed of 100 MPH.
_ 1 m 1
ROD 4 SHELF ROD a SHELF 1 0 Y E T► 24" DOOR Q
Q ry 5 j 1 ti — ---� 10'-0° CLO) W.FF F WPd1,TO 42 LINE m GOA75 TILE
L�
24:F'KT.T. 24 PICT. I
♦ R SH.
n 1 I POOR � DOOR I ❑ vaTr1(� ♦ " DOOR
CLOSET CLOSET KALK-IN1 � 51❑E u e 24"x66' ♦1
1 ova -
. IP I NI NC ROOM. � pvt,
NOTE: ALL. HEADERS TO BE (2) 2 X 10 NO. 2
(10'-0" CEILINO- -ICOFFERED TO -Q- OR BT SYP. I -STORY: (2) 2 X 12 FIRST
I'--4 I , 5'x+4- 1'^-4 14--v 11 1!2' I I Ii'-0") 12'-2" q'^10" 4'�^ I21-41
M , TSR '
1 FLOOR ,AND (2) 2 X 10 SEGOND FLOOR
MIRROR I 24 ❑OUR a s I ' uTiL iT�- BEDROOM ; NO . 2 OR BT SYP. 2-STORY u.O.N.
MIRRO I ♦ i - g'-0" GEILINS 8'-O" GEILIN6 l N.O.N.)
1 11 1LTE ) I ENT 1 _$_ _ 1� Y I 1 NOTES
� ♦ I (NUTE� Ir " I I�
Q 24'OLS ♦ I PLATE IN Y) 1 L 1 4
NOTES ALL DIMEN51ON5 MusT BE
vooR ♦ I
1 CHECKED AND YERIFIII7 BY
♦ i�i„i T- .1'a) 3060 taolNS 1 W H 1 P� `� CONTRACTOR PRIOR TO
SW �I m CUSTOM ♦♦ 1 m SW (3 1 Z"r� I F DE516N ALTERNATIVES WILL NOT BE
J GO O AND/OR
•5T St LOUR♦ I ABOVE SWJ l HELD RE5PON51HLE FOR DIMENSION
-—— — ERRORS ONCE COi STRUGTION HAS
g' �'STRIA i F
TIG AGGES�I
I BI;E�l1N.
Q S (314
L ——— —-J NOTE. All TR.U55E5,BEAMS AND
" n l ��r✓ BEARING WALLS TO 13E VESIONED
6LA5S BLOCK I � 1-RL155 ENGINEER PRIOR ToAND VERIFIED 13Y A
MTT2 1
1 GON5TRUGTIOK ED HALL AND/OR
DE510N AL.TERNAT'IVES WILL, NOT BE
HELD RESP OALOULATI�1oNC�C°RSUCH
ONSTRUG770N
4' x 44 P.T. 05T ON S1MP) IV I STUD TABLE HAS BE6UN.
A13U 44 POSS BASE. WE(2)
Slf- 5 N H6i IPS AT HEADER /-16TH
TRAP FADER TO GRIPPLE5 I
(YrP6AL) (2) CO RTPGA536I STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
STRAPS ON EACM END.
:r
W NO. 2 NO. 2 NO. 2 NO, 2 NO. I N.O. i SG2UARE FOOTAGE
4 51 N A51 Ery.5 13 " I 5PF 5PF SYP SYP SYP SYP
MAIL WITH 21-16d COM. I TOTAL HEATED 2075
2-GAR C ARAOE '
N I ENTRY 86
r n 1
8-O GEIL INC l GE I L I NC-a OARAGE . 543.
HEIGHT 2X4 2 X 6 2 X 4 2X6 2 X 4 2 X 6 GOYEREDPATIO 166
61' FOOT 16" O.G. 24" O.G. 16" O.G. 24" Q.G. 16" O.G. 24" O.G.
10' FOOT 12" O.C. 24" O.G. 1611o.0. 24" O.G. 16" o•G. 24" O.G.
II' FOOT WA 16" O.G. WA 16" o,G• N/A 24" O.G.
X 12' FOOT N/A I6" O•G. WA 16" O.G. WA 24" O.G. TOTAL UNDER ROOF 2872
r i 13' FOOT WA 12" O.G. WA 16" O.G. WA 16" O.G.
14' FOOT WA 12" O.C. WA 12" O.G. WA 16" O.G. * °
4 — 3044 H-TOP r I Note: T1115 table a Iles to Structures with mean roof d S l,g i'1
ry s sY� i pp �_ " alternafiWes
heights of less than 25 O and wind speeds o�
ti 3044 ARC-4-TOP (oomph Or le55. 445-26 Stats Road 1.3. Suite -243• ,
5 W Jacksonville, Florida 32259
904-- 260-8153
4'-2' 51-84 2'-10" I'-4" 9'•-b" 3',B" I'�4' 4',104 5'-10' S'-+3° 5'�3' S'-5" 5'�- PLAN NO, 2075
FOR, LANDMARK HOMES ,
14'-0" '7'-4' 12'-O" 2r-a- DRAWN: EH 03/07/617 ;
/ JL� 5GALE: 1/4" -- 1'-0"
5HEET 2 OF 4
•.y. .tin _
IBER61A55 5MNSLE3(`TYPICAL)
n ROOF KICKS TO
ROOF KICKS TO
fp-co"PLATE MEE RF-AR I0'-0"PLATE(SER REAR
ELEVATION?
`OVFR HAW
rrPICAL. P(OTEi BUILp
E000 C+V-. E AW
FLASH Tp AI LAW POR
PROPER VRAWABE
I I • :
h
ATTIC I
Top Ol~ orrRr PLATE ONLY 01-0" DINING
ROOM PLATE
TOP OF FOYER PLATE _ - r ---^�. NOTEt 10'-0" PLA
T M ———— .— —— FA5CIA—
71
TOP OF B I I I I
PLA I I I
Af
8^ C0NTT I C
Q STUCCO BAND 4/-' CONT.® V-41
° ® BAtm OVM HANG
TTPIICA
LL
5TUC60 BAWEE
FI It FLA
b"X I6` STRUGTURAL 5T1.1CCO B,'NDINa I O
TUCCO ON METAL LATH STIIGCA LJ_UB(FEE FLOOR AROUND HNVOM TUGGO ON METAL LATH
PLAN FORZ L.OGATIOW 6"Xt6" �aTR11GTURAL ON FRONT ONLY
5T UCGO COLUMN
FRONT ELEVATION SGA[-E: 1411 � I:_o:l
IDERBlA-55 SHINSLE5 CrrPIGAL)
NOTEt PROVIDE CRICKET BEHI
CHASE FOR PROPER WATER
DRAINAGE
BAL.VANI7ID ALUM.
CHIMNEY GAP
f,
ROOF L.A'I'OUT
I
12
-7 (N.T.5J z .
NA.TED TO 10'-•0'
PLATE ON PATIO
(5EE ROOF LAYOUT)
TOP OF PL-A TOP OF PLATE
------ ---._.. .....-- --T - -- ---_... � ...,......--- _..---- -- INMA5TM
BEDROOM
TOP OF PLA
o I'-4•
Q
. J
INISED
1 FLOOR
FIN FLo � — - -- ------
---- - --- -- -- - -- -- - --- --.. -- . .� -- —
�. NOTES
12` X 12" STRUCTURAL-----1
STUCCO GOWIMNS
\- TUC'-'o ON M>~TA. LATH \---5-nX4,O ON MErAL LATH WITH 6" BAND GAP nXW ON MEAL LATH /Q NOTE& ALL DIMENVON5 MUST 5E
( 9 C+ECKED AND VERIFIED BY
' 7 CONTRACTOR PRIOR TO
1 �1 �N AND/0R.ELEVATION SG4LE: 1/4 : I _Q1: 6KAL , HI
HED
RESPONSIME FOR IDIMEN510N
ERRORS ONCE CONSTRUCTION HAS
1 i BECUNI.
NOTE, ALL TR165F5, BEAMS ANP.
BEARING WALL5 TO BE DE516N a?
AND VEMFIED BY A CERTIFIED
TRUS5 EN6I145ER PRIOR TO ,.
CONSTRUCTION. ED HALL. AND/OR
DESIGN ALT'ERNATIVE5 HL-L NOT BE
��sNSL tr,�lG�ll 1-IELD R.E5PON51BLE FOR 511tH
PPOsI a cr GMIT 12 CALCULATIONS ONCE GONSTRUG11ON
e&vw a0M-rant PROPM HA5 BESUN.
AL,Y.ALI7MINIM
GFBMt✓EY GAP BALV.Al.UF1
CHM.GAP
12
TOP OP PLATE TOP OF EXMY PLATT=
design
- TVP OF TVP OF S-V.PLATE a [ e•r n a�i v e s
TOP OF PLA TOP OF PLATE
" a r —— — I� 445---26 State Road 13 Suite 243
rz �Tv a .e• Q Jacksonville, Florida 32259
(REMM 2'-0`OR n 2'-0'ON srocs�"�e El � — 9p4-260--8153 f
FIDES) T _ q " d1
NOT5
PIN woo — _ ——— ___.— — ————-- 2'-0' RETURN 6 ^� ——— — IN FLOOR PLAN NO. 2015
NISt�FLOOR Pfr1 2b`OR 91P�3
y.,
..._..._. ._...— _,.._. _........— .�....... ._.......__._ ---————— —————..._ ——, ——� ._ , ,— � _ �•X Iz•STRl1GTLlRA!_ Isi STWPED � FOR: LANDMARK HOME-5
nvw ON METAL LATH ��Q ftp
TW.cO ON METAL LATH 5nr" GOL11445 DRAWN: EH 05/07/10
WITH B`RAMP GAP S
5GALE, A5 NVTED
RIGHT-FIDE ELEVATION LEFT-SIDE ELEVATION SHEET s OF 4.
SGALZ I/B' 1'-0'
FA .
7
SVPOT
FOR I'M r-
PRI�CRL"� ►.uo"
M*INAK
4 BRACE
FAR
! IIP, I TPP4/6 AT 32 O.G, , _ k
(rYPIcAL)
r
NOTE, OPENIN675 TO 5'-0" WIDE USE
(I) TPP4/6 TOP AND BOTTOM
OPE�NIN ,5 TO 5'-0" -- '1'-O".WIDE USE
(2) TPP4/6 TOP AND BOTTOM
"# I I I
NOTE+ TYPICAL. HEADER 5T'RAPPINe
UNLESS NOTED OTFE 4Y415E IN
SPECIFIC 1_06ATIONS
TES ANCHOR BOLTS MAY BE ,`
_1` _ F
CATED AT EITHER 51PE OF
C G STUDS - PL.ATI MUST BE
fir
I I —t NT.
3 1 GHOR I3OLT5 MUST BE
113 , THIN 12" OF HEADER
2" X IOn ANGHOR BOLTS
T��32" O.G. OR FA-3 AT
vH4 O.C.
MOVER
---
1 �
1\ LJ
—,NTH PG
a
N L
V " MAX.
HEADER STRAPPING-7 (TYPIGAL)
5e,-ALE.- 1/2" = V-01.
ALL. HEADER 5TUDS TO BE (2) 2XIO N0.2
OR 5T SYP. I_STDRY, (2) 2XIZ FIRST
FLOOR AND (2) 2XIO SECOND FLOOR
- ' No.2 OR BT 5YP. 2-5TORY N.O.N.)
DO NOT SCALE EL"EGTRIGAL" PLAN
•
IL ALL ROOF 5HEATHINe AT 6" O.G. IL ALL. ROOF SHEATHIM9 � T 6" O.G.
ON ALL SUPPORTS, NAIL WITH ON ALL SUPPORTS. NAIL WITH
5d GOM, OR 5d RINe SHANK 8d COM. OR 8d RIN6 SHANK
SEE EL EvAmN FOR ROOF PITCH
i
F1E1lATIOK FOR ROOF PITCH
-ENO TR)55EEs a 24.O,G. - 4O TRLr--,M A'24"O°G.
MJt•'1 R-19 IN9111..ATtdt(
m"R-191 1N5 TION
in,G.P.K PL.YWOOP n'G,vX PL:..YWOOD
OR 11/161 OSB. OR 7/16'OSB
BERSLA5S 5HNBLES ON#15 FELT IBEReL_A55I!*ffNeLE5ON#15 FE-T ,
INSULATION STOP -- IN LATION WTOP
GAZE GL,IP(BOTH SIDES,EACH TR)SS)SEE 601`4 GTION SG EWLE! GAA✓F C;UP(BOTH SIDES,EACH TRUSS)5E,£GOR EGTION SGHk�ULE r
OUBLE 24X4'TOP PLATE SYP, UL3LE 2'X44"TOP PLATE afP.
2"X 2'BL.OGiimo 2'X 21 BL0C-KM
2'X 4'51.0-FASGIA 2'X 44 SA34FA501A
' 5EMGO TPP
324 O.G.TPP4 32" O G X 2'P.T.1XL.O=NB S 1`IQTE�J
'- 32"O. 'X�'P.T.BLAUGNe � � •
I/2'IaRrWALL—
NOTE- ALL DIMEN91ON9 MUST BE
I' NIJMI OR vlNrl.PsvE aR1P In•DRY WALL I' Nt1M OR YINT'1.r=AvEvRm .
'X 6'PASGIA BOARD 'X 6'FASG:IA BOARD , C/ CHECKED AND VERIFIED 13Y
// CAPCiRAGroR PR10R TO
CONS(RUCTION. ED HALL ANO/OR
PLYWOOD SOFMT ia"PLYWr SOFFIT /I�I Diaven ALTERNATIVE5 WILL NOT BE .
NTH 5G�7I VENTS K"SCREEN VENTS �1
V // HELD RI:5PON5IE3I•:E FOR DIMEN510N
SIM FOR ThOOR SIM i pIGAL PLATE roR cN I'I-ATS , � JR5 ONCE CONS
TRI)GTIOI`1 HA5
BBT.AND VAULTS x FRES fJOARp HST,AND VAULTS X FREEZE BOARD BE6UN,
no GDX PLYWOOD n'GPX PL'.YWOOD OR
OR 7/161058. 7/16'055 NOTEi AL1. TRU55E.5,BEAMS AND
BEARING WALLS TO 5E OESI6NED
In'AWMOR BOLTS 9 21"O.G.
(a'x 2'NOOK MTI4 2'X 2"x Va" WK M R,41 INSULATION IN M4-S ml` - R.-Ill INSULATIOI•(IN WALLS AND VERIFIED BY A CERTIFIED
WA5^�J SEMCO TPP TR1155 ENGINEER PRIOR TO
Tucca ON a 32" D.G. TVGGO ON GON5TRUGTION. ED.HA-L AND/OR
DA-5e a K-OaRINa A*Pmt METAL.LATH n" X 10" ANCHOR BOLTS ® 32" O.G. METAL LA7M ti..
DE51fiN ALTE1g71YE5! WILL NOT BE
' W1TH 2" X 2" X 1/6" WA5HER,5. 2'x z'X Vol WA5HER
HE=LD RE5PONSIBLE FOR SUCH
4'C.ONCRME SLAB MTH bXb #IO WJ•VU TPP4 a 32" O.G. 4'GONGRI=TE SLAB WITH 6 1'10 KKK GALGUL.ATION5'ONGE GONSTRUCr.TION
R1=1t PRl.F (T RL7fFORC.B�7dP
• 2'X 4 P.T.SHS 2'X 4'P.T..SFbE � HAS BE=c5l)1�
O"X In'AW,,HOR BOLTS AT 92'O.G.
RAPL:
(At-T- SIMP50N MA9 OR SEMIGO FA-5
AT 24.o G J) r
- =---=- V-
VAPOR)3ARf8 t1) w3 GOND. r .
design h
VAPOR BARRIER o n •v • •d
GOMIPAGTW MILL 'GMIu rTrPl
••. •: aIteril:ativesr .. ..
cOMPAGTF�Flld V . .
• (2)05 RmAR GONr.
o'x xo'CONCRETE FOOT1~R AROUIP PL3t1MI)=TI=R 445-26 State Road 13 Wfe 243 N
- 9'-0'Mf1N.&TRIP (6END WMIDE REIN", JtacksonVt119, : lorida. 32259
I-&X b X 10/1O W W F, Wn}i f]I�r ROL75 GOVT; B/Vi 25'AT CORNERS)
904-260-81,- . 53
IIS OfD,TJC�ALMAK e P1-AN No, 2C75
4'-0'OG, FILLED l OPTIO�l�1. MONO 1�l�LL S�GTI01�1
AND AT A% PILLED GELl.
AND AT ALl.GORNa�. FORt LANDMARK.HOHE5
F'•
TYP I GLrAL�L SGTI 01�
/ DRAWN: EH 03/U7%q
5C ALE, 1/2n , (i_O" /f �` 7 5GAL£1 1/4'� �. 1'-0n
1�5 +(�
SHEET 4.OF 4
^
I IQ MCI