1303 BEACH AVE - REVISION 5-5-16 DRAWINGSFOUNDATION/GARAGE FLOOR PLAN
SCALE: '1/4" = 1'-0"
NOTES:
1. GROUND FLOOR EL+14.54' NGVD, +13.44 NAVD.
3' -0"X7' -0"X2'-0" DEEP
CONCRETE PILE CAP TYP
WITH (3) #5 TOP AND BOTTOM
AND #3 TIES AT 8"OC
TOP OF PILE CAP
EL+17.21' NGVD, +16.11' NAVD
14"DIA AUGERCAST P
TYP
CONCRETE PIER
WITH (10) #6 VERTICAL
#3 TIES AT 8"OC
q108
S-2.6
8" U WITH #5 AT 4'-0"OC
AT JAMB AND AT WALL
INTERSECTIONS. FILL
REINFORCED CELLS AND
ALL CELLS BELOW GRADE
SOLID WITH 3000 PSI GROUT
HSS7X7X3/8 WITH
3/4"X8"X13" BASE PLATE
WITH (2) 3/4" X 1'-6" ANCHOR
BOLTS WITH DOUBLE NUTS
AND PLATE WASHER
(4 -LOCATIONS)
2'-0" :AT
' -4" DE P
CONCOOTING REINF
WITHONT AND
#3 TI' OC
2'-0"
7 5/8"
8" UNREINFORCED CMU
SIMPSON A34 FRAMING
ANCHOR AT EACH OUTRIGGER —
SIMPSON H2.5A HURRICANE
TIE AT EACH ROOF OUTRIGGERS
2X BLOCKING BETWEEN
EACH OUTRIGGER--_
2X4 OUTRIGGERS
AT 16"OC
1/2" PLYWOOD SHEATHING
2X6 STUDS AT 16"OC
(2) 2X10 WITH (4) 10d NAILS
AT EACH STUD
SIMPSON A34 FRAMING
ANCHOR AT EACH OUTRIGGER
SIMPSON H2.5A HURRICANE
TIE AT EACH ROOF OUTRIGGERS
2X BLOCKING BETWEEN
EACH OUTRIGGER—_
2X4 OUTRIGGERS
AT 16"OC
WOOD BEAM
WOOD COLUMN
BEYOND
1/2"DIA X 4" LAG BOLTS
AT 32"OC
EXISTING WOOD
STUD WALL —
EXISTING
CONCRETE WALL
EXISTING
CONCRETE FOOTING
2X RAFTER
EXISTING
CONCRETE FOOTING
SIMPSON A35 FRAMING
ANCHOR AT EACH BRIDGING
MEMBER
2X10 BRIDGING AT 24"OC
WITH SIMPSON LS90
EACH END---,
PLYWOOD SHEATHING
�2X RAFTER SIMPSON RSP4 STUD
PLATE AT EACH STUD
TOP AND BOTTOM —�
2X CEILING JOIST
2X4 STUDS
1 AT 16"OC
LS50 EACH SDE
AT EACH FL03R JOIST
PLYWOOD
SHEATHING
'
2X FLOOR JOIST
SIMPSON RSP4 STUD
PLATE AT EACH STUD I
STEEL BEAM 411TH
TOP AND BOTTOM
(3) 2X6 EACH SIDE AND
SIMPSON LS70
5/8"DIA BOLTSAT 24"OC
2X BLOCKING
AT EACH FLOOR JOIST
2X8 AT 16"OC
EXISTING I
SECOND FLOOR
STUD WALL
STEEL BEAM WITH
(2) 2X8 EACH SIDE AND
5/8"DIA BOLTS AT 24"OC
(1) 2X8 AT ELEVATOR
r' EXISTING
FLOOR JOIST
JOIST HANGER
AT EACH FLOOR JOIST
2'-0" CONCRETE SLAB 2'-0"
8" RECESS MAX (1) 44 CONT
(1) # CONT COORD WITH ELEV
MANUF
....
.........................
_.... ...__. _.__._..............._....._..............---------
_........
#3 X 2'-4" DRILLED AND
ADHESIVE INTO EXISTING
SLAB 6" EMBED
2X4 BLOCKING
BETWEEN JOBTS
PLYWOOD
SHEATHING
JOIST HANGEZ
AT EACH FLCfRi JOIST
SECTION �03
SCALE: 1/2" = 1'-0" S2.3
STEEL BEAM WITH
(2) 2X6 EACH SIDE AND
I BOLTS AT 24"OC
STEEL BEAM WITH
(2) 2X8 AND
/8"DIA BOLTS AT 24"OC
2X4 BLOCKING
BETWEEN JOISTS
EXISTING
CONCRETE SLAB
SIMPSON A34 FRAMING
ANCHOR AT EACH OUTRIGGER
SIMPSON H2.5A HURRICANE
TIE AT EACH ROOF OUTRIGGERS
2X BLOCKING BETWEEN
EACH OUTRIGGER
2X4 OUTRIGGERS
AT 16"OC
1/2" PLYWOOD SHEATHING ON
2X6 STUDS AT 16"OC
CONT 2X10 WITH
(6) 10d NAILS„
AT EACH STUD
SIMPSON LS70
'
AT EACH ROOF JOIST
2X8 AT 16"OC
SECOND FLOOR
(4) 10d NAILS
SIMPSON H2.5A HURRICANE
---------------
TIE AT EACH ROOF JOIST
SIMPSON MSTA15
AT 16"OC
1/2" PLYWOOD SHEATHING
EXISTING EXISTING
FLOOR JOIST FLOOR JOIST
2X8 BRIDGING AT 24"OC
WITH SIMPSON LS70
EACH END
SIMPSON RSP4 STUD
PLATE AT EACH STUD/
TOP AND BOTTOM —/
EXISTING
STUD WALL
WOOD BEAM
WOOD COLUMN
BEYOND
FIRST FLOOR
-SIMPSON LPT4 AT 16"OC
RICHARD SKINNER
& ASSOCIATES, ARCHITECTS
2245 St johns Avenue Jacksonville, FL 32204
904.387.6710 www.rs-architects.com
License #AA26001539
MMINE
Consultants
6601 a MIngtom 1Dcpm'*sw A�,,
Building B, Sufte 201
?a?C 1nw4IJ ,, Fl. 32211
314-066
FL COR #791 ISG C� #1691
ANDREWS -
LAMBROU
RESIDENCE
1303 Beach Ave
Atlantic Beach, Florida
32233
ISSUE...
description
1 4-24-15 DEP PERMIT SET
11 2 10-0 1 - 1 5 PERMIT SET
_.___.........__..; ....__ _....... ._..__._.......
3 1 I -30-1 5 CONSTRUCTION SET
REVISIONS
n date
1/2"DIA ADHESIVE ANCHORS
AT 48"OC 6" EMBED
Scale:
Project No,,: 1404
Drawn y. DCO
GARAGE FLOOR Ghe ked by:: MJK
___......_....._.._ _.................___................ Sheet Title
..._.__..... S E CTI S
EXISTING
CONCRETE FOOTING
Sllheet Nurnbe
S�293
CONSTRUCTION SET