HomeMy WebLinkAboutBuilding Plans(3) 16D NAILS THROUGH TOP AND BOTTOM
PLATES INTO TOP AND BOTTOM OF EACH STUD.
ALL CHANGES ARE WITI-
(3) 16D NAILS TI ROUGH TOP AND BOTTOM
PLATES INTO TOP AND BOTTOM OF EACH STU
Anchor top plate, bottom plate, and end studs
of wood infill to masonry header, masonry jambs,
and concrete slab with 5/8" all -thread epoxy anchors
with a minimum of 6" embedment into masonry at 16"
W/6" MIN. EMBED IN MASONRY A) 16" .C.
"/ITHIN 6" EA. END II
NAIL PLYWOOD W/8D RING
AT 3" O.0 ALL PERIMETER E
6" O.C. IN FIELD
5/8" P.T. PLYWOOD
VVIRE LATHE E STUCCO
BOTH SIDES OF WALL
2"X6" P.T WOOD STUDS
AT 16: O.C, R-19 INSULATION
SINGLE BOTTOM PLATE
BBQLTED TO SLAB
578 "AtL 7PIZEDED� NCI_qORB —
W/6" MIN. EMBED IN MA NRY AT 16" .C.
� WITHIN 6" EA,END
EXISTING LEFT (NO CHANGE)
STUCCO OVER WIRE
BOTH
7 X 6 P.T. WOOD FRAME
AT 16' O.C.
5/8' P.T. PLYWOOD
NAILED TO WOOD FRAME
W/8D RING SHANK NAILS AT 3' O:O
AT EDGES E 6' O.0 IN FIELD.
(BOTH SIDES)
5/8 ' ALL THREDED EPDXY ANCHORS
W/6' MIN. EMBED IN MASONRY AT 16' .C.
E WITHIN 6' EA. END
CARPORT
5/iS 'ALL THREDED EPDXY ANCHORS
W/6' MIN EMBED IN MASONRY AT 16' .C.
E WITHIN 6' EA. END
s
(3) 16d nails through top and bottom
plates into top and bottom of each stud.
File Cray
` 'KSE PLANS AND ALL PROPOSED WOR
> ARE SUBJECT TO ANY CORRECTIONS
I;EQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
},O,IPL'-MTH M- L MPLICAk�? r-_ CODES.
4L I1114- v154S
ST. LUCTv. COUA'TY PtTII,p?vr Le1"SION
REVIEWED FO[3�NTILIANCE
RE VIEW
DATE l
PLANS,42ND PET0,11T MUST BE KEPT CNV JC_:
OR NO INEPECTION WILL BE
WOOD FQAME ATTACH TO CONIC
ACU A.F.E NA
EXISTING QEAQ (NO CHANGE)
O�
EXISTING FRONT ELEVATION
AL ROOF
12
__r�_,4
SIMULATED
SIDING
SIMULATED
ALE SIDING
1IR
��
1 /4" = 1'-0"( NO CHANCE)
GENERAL NOTES;
ALL METAL COMPONANTS TO BE CORROSION RESISTANT.
THE PROJECT IS TO BE COMPLIANT WITH THE FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL AND EXISTING.BUILDING
SEE REVISION
BOTH
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FM-
LIVING
ROOM
"4O
L2
L2
L2
AC
DIN
L-i-j
File Copy
511111.00
100:111
A�1H O�
CEILING WII
1-NC'
ENCLOSED PLATTF RM
—_ _
6'8'CLEARL1W
F D
J- WALL
TO CEILING
--11.
7 X 6' WOOD FRAME
—WiR-19 INSl1., BOTTOM
PLATE APE NAVD88
GARAGE LI
PAVERS
,%EATH ALL E)qX)SED
WOOD FRAME INCL CEILING
WITH MASONRY BOARD
DENS-GLAS OR EWAL
SLOPE 7
L5
O '
\ L4
FIRST 1=LOOQ PL
CONCRETE BLOCK EXTERIOR WALLS WIT
LAPPED SIDING WHERE SHOWN IN ELEVA'
7 X WOOD FRAME
W 9 INSUL. BOTTOM
PLA AFE NAVD88
1 /4'I
ICA T CCC JINlf