HomeMy WebLinkAboutBase Rail AnchorageSE PLANS AND ALL PROPOSED WORK
SU&JECT TO ANY Cp
RAIL ANCHORAGE OPTIONS
UIREO DY MULD INS
tIfAT
BE NECESSARY IN ORDER To
PLY WITH A" APMAO" CODES. RECEIVED`,.'
6'EXPANSION'AN"R
�E RAIL x -WANSIONAN
WITHIN 6',CF EACH ,,,—INSTALL 10' 6 ANCHOR'
ALONG SIDES NOV 0 7 2017 THROUGH BME RAIL VATHIN W OF EACH
RAFTE008T ALONG SIDES
PERMi ITT I NGi V MINIMUM (Nota: For Open Caports,
St. Lucie County, FL 1�1 1-7 on sWes o*, stab my 4 fknh with,
base ra on wda)
'iMEM DMENT
I-MINIMw 2-1W EMBEDMENT,
CONCRETE MONO, SLAB BASE RAILANCHORAGE
0_1CRETE
ayt,,
CCVFJi OVER
REINFORCING STEEL,
For
3 Inchas Inbindafths; where the concrete is casJ,jqaM I and pemnen*'ki contact Mh the earth ofwipo'66d lo'lhe earth
ReinforObars embedded ln grouted cells shave a minimum clear distance of
am reinfarcN bars and any fam of a cA,, Relnfor&g bats
1.14 Inch for tine grout or 112 trkhlor coarse grout used in
m=Mwafsshalhave 80te"nrY cover Onducong 96A*f notl w "11-2ydes f�imaSomy_64s vAth face wposed Ii,
fornmisonzyurd notexposeilbealior we 3 thar,
REINFORCING STEEL:
The reinbrInd SIM shay be rnintrptin G" 4D.
GALVANIZATION:
: I mew accessories for use In elledot" o0nitrudoe, and rot T
be
I weather- _d.jtIotfiaegnalia*v&e�wftr
shag be StOidleSi 341elpr hot #pedgalvankLC
,:REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PRaVIDED.-.:
-:1. AR r4foicernent Isbint 0ow';
the notim than sb 6dW;iim% ind,
EXCEPTION:
'Where ben ng -bWdgdinoor"sh_jbq.
ig E necessary to a%n dowel jars with I mt bars pWy
permuted to,be bent ztla slope of not more thin I inch of "tat dis0aoenneril tD 6 Inches of veiticat bar Imigth.
VI I
(J�,) CONCRETE SLAB BASE RAIL ANCHORAGE
NotTOS91:6 (0PT101qAL-0MqApM0"'
r
—TSCONTINUCk.)SBASE RAIL
DRILL 516* HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH in DIAMETER
THROUGHBOLT
EYEANCHOR t" Ali
5VROD 3(rLONG IIJI
WffHDB,L4VHELIX
(SEE NOTE 12, PAGE 1, FOR
SPACINGREQUIREMENTSJ
GROUND BASE RAIL.ANCHORAGE-
tmTosmte (CANSEUSIMFORAM141)'
-71 0 -?,d 5-
L
BUILDING DIVISION
REVIEWED
FOR COMPLI
i3l C. REVIEWED BY
SECH EN DATE yt
REVI L
605 WEST NEW;YOR .0 po, F S A 11, 15 E PM. T
DELAND , FLORIDA
Cemiloate of
NO I
JS9EC*i'ICI,N WILL L,-?-'AlrE
Thomag 8641110i; 0
Florida
OF
"A ;,X
...*M) rc
' l
.A3 BUILDING SERVICES,
INC.
HNICAL, ENVIRONMENTAL, AND:MATERIALS TESTING ENGINEERS
5492
TELLY tea- JP._..__ - 03110117 'I MUM-- 0170W
-ww RR, .1-AmovEb.. -rm NOTED:' SHEET, 4 OF 11
a
cpvNm
absbiiw
Proposed Slab & Building
MIN. SETBACK RM
SIDES
CN13 SIDES ),0
REAR
MIG.
TECH.bb
I RECEIVED I t
NOV 0 7 2017
PERM1171ING
St. Lucie County, FL
iw L
PROFESSIONAL SURVEYING MDMAPPING�
10 71" Q . � NU M1, VERO BEACH, FL: 3298p.