HomeMy WebLinkAboutCarrigan SFR 615 Manatee Bay Dr. pg 8Cement tile on 5/8'
cdx ptywood and 15# f ett
'RUS S 12
re-erfirl.,ineered, wood trusses
6 0 24"
w/ 7-ifjui nuit57,
'Hughes' TA20 anchor
(uplif t cop. 1000#)
�O
INSULATION w/ 9-10d nails
77 (min -19 INSULATION
p. 10
112H.S. DRYWALL Cu lift ca00#)
2H.S. DPYW�A L or (5/8' REG, DRYWALL)
'HUGHES' TP6 ANCHORS STRAPS 2X6 HORIZONTAL BLOCKING
8' M.ASONRY WALL Vinyl Sof f il 8'x16' ti tet lot ,ck tie loeam
-K]TrOr ripi r rr nr i yunrin
rr
DOJRLE LINTEL COURSE W/ 1-#6
REPAR IN ROTTOM COURES &
1-#6 REBAR IN TOP COURSE CONT,
FILLED W/ 3000 PSI PEAROCK
Pu4p MI X.
#6 VERTICAL REINFORCING SPACED
IN ACCORDANCE W/ FLOOR PLAN
FILLED Wr/ 3000 PSI GROUT
#6 W/ MIN. 30' LAP
T.O.B. ELEV _j1'-4'0 AFF
DOUBLE LINTEL COURSE W/ 2-#6
REB IN BOTTOM COURES &
.1-#6-REBAR IN TOP COURSE CONT.
FILLED W/ 3000 PSI PEAROCK
PUMP MIX.
#6r,, VERTICAL REINFORCING SPACED
IN AC -C
URDANCE W/ FLOOR PLAN
FILLED'W/ 3000 PSI GROUT
46 DOWEL W/ MIN. 30' LAP
PROVIDE 4X4 INSPECTION
C.O. TIE VERTICAL REINFORCING
TO DOWELS
rY
r.
FURR MASONRY WALL. W/1�2 P.T.
FURRING R-4.5 FI -FOIL INSULATION
AND 112" DRYWALL
3/4', T&G PLYWOOD SUBQGOR
FASTEN W/ Sel C014MON *ILS OR
6d ANNULAR OR SPIRAL 'READ NAILS
SPACED @ 6' O.C. AT ED AND 6' O.C.
INTERMEDIATE. USE PL / 1) ADHESIVE
ALL TRUSSES
18,"FL TRUSS,
2-2X6 P.T. LEDER FASTCNED W/
5/8' X 6' WEDGE. ANCHOOS SPACED
24' O.C. W/ 2', WASHERS
,,_FURR MASONRY WALL W/192 P.T.
FURRING R-4.5 FI -FOIL INSULATION
AND 112' DRYWALL,
8' MASONRY WALL
W,
4" CONC. S4,,AB
A
• FOOTING PER FUUNDATION PLAN
OOTING
TYR 2 -STORY MASONRY
WALL SECTIO N
SPACED @ 32' O.C. C UPLIFT CAP 1475*5w/ 2#6 loars C nt.
SHEATHING, FASTENED PLYWOOD
SHEATHING IN ACCORDANCE W/ (see eng. note )
ENGINEERING NOTES
- ---------
2X6# 2 S,Y.P, SPACED @ 16' O.C. I ' ` '`'
'SIMPSON' MST148 ANCHOR
SPRAP FASTENED W/
48-10d NAILS SPACED
120 152 O.C. AND IF ENDS -------
AND OPENINGS.
(UPLIFT CAP. 3450#)
LVL BEAM
`NOT'E-. ADDIIIIINAL SI -RAP MAY
BE ADDED TO OPPOSITE SIDE
OF STUD FOR UL VALUE UP TO 6555#
COMILIANCE NOTES!wa
This plan complies with chapter 16
o� the 1997 SBC for 110 MPH wind toads.
ENGINEERING NOTES
*The foundation shalt meet all local code requirements.
* Reirforcing bars to be grade: 40 with 25' lap minimum. (ASTM A-615),
* Coverage, Footings=3 Beams=1.5'.
* Stab & foundation concrete to be 3000 psi @ 28 days.
0 Roof sheething is o diaphragm. Use 5/8' 4 -ply nailed with 8d nolts @ 6' throughout,
• Ceilings to be 112" structural drywati.
• All exterior masonry watts are to be, considered shearwalts.
• Exterior frame walls noted to be shear walls have 112'plywood o.r,".DSB on one side nailed with 8dnails
6' through out,
• Interior bearing walls shalt be secured w/ 1/2'x6" wedge anchors,i� 2" washers at 24' o.c.
EXTERIOR SHEARWALL
DETAIL
112
0;
f)
1f
ANCHOR and CONNECTION SCHEIDULE'._/'
Truss to Top & Bottom Bottom Plate
Top Plate Plate to Studs to Stab
Interior Frome
H 2.5 8d -8e*
SP4 @ 32' O.C.
I/Z" J bolt or
Bearing Walls
_j
01i
wedge anchor
U
Z
CP)
@ 32' o.c.
Non -Bearing
Simpson H3
sp4/6 @32' o.c,
1/2' J bot t or
wall @ porch
8d fill holes
10d -6e*.
wedge anchor
(1I
LJ
LJ
@ 32' o.c.
Wait Parallel
Prov;de 2x4 blocking between trusses @ 32'
to Trusses
o.c. and nail top plate to blocking w/ 2-16d
nails each block.
Framed Watt
Dbl 2xs 0 ends connected wl 112' x 8' wedge
to Blockwatt
anchors or 112' anchor bolts spaced no
greater than 2'-0' o.c.
Hip Jacks and ETA 12 10d - 5ea min. (715 lbs)
short Trusses
to Lintel,
Trusses
HETA 20 10d-12 ea. strap, (1490 lbs)
Girders/ Beans
2 ea. HETA 20 (or equot) 10d-12 ea (2980 lbs)
Heavy Girders
2 ea. HETA 24 (or equal) 10d-16 ea. (3750 lb)
Conventional
-7,11
LSTA 12 10d - 12 ea. One strap across ridge.,
Frame VQ[tey
One strap from rafter end to truss below,
Set
thru aecking.
2 x 6 P.T.
41/20 wedge anchors or 'J' bolts embedded
garage Door
6' into telt pour on each side of Garage Doo"
Bucks
Li
All Locations
Use 2' washers on oil anchor bolts and wedge,,,
00
wedge anchors. 1-112' truss nails on all
Li
connectors into 2x4 members
INOTE-CONNECTORS
LISTED ARE SIWSON
NOTE: IN LOCATIONS WHERE TRUSSES
ARE PERPINDICULAR TO THE WALL
USE SIMPSON VB5 ANCHORS @ EACH
FLOOR TRUSS FASTEN TO BOTTOM PLATE OF
WALL ABOVE USE 16-N54A FASTENERS
(UPLIFT CAP. 2020# EA ANCHOR)
TP -4 ANCHOR
SPACED @ 320
2"X4' FRAMED WALL
SPACED @ 16' O.C.W
12" drywatl on 3/4"P.T.furring
strips spaced @ 16' o.c. w/
fi-Foil insulation
5/8' stucco
finish Downpour cells w/1#6- rebar
(see eng. notes for spacing)
4' cont, stab w/ 6x6 #10
w.w. mesh on Emil visqueen.,
--compacted, pretreated soil
--,12 x 16 Footing wl 2#5
bars continous
'SMPSON' H3 ANCHOR
FASTEN W/ 4-8d NAILS
EA. MEMBER @ EA TRUSS
J
"Hughes" TAD anchor
w/ 9-1001 io)a�ls
(uplift Cap.,4000#)
T
WOOD TRUSSES @ 2'-0' O.C.
8'X 16' LINTEL BLOCK
COURSE W/ TWO #6 BARS
8' X 8' PRECAST LINTEL
ONE #6 BAR FILLED
SOLID W/ 3000 PSI GROUT
2' X 6' P.T.ANCHORED W/
1/2'DIA, X 6 112" J BOLT
WASHER AND NUT SPACED
2'-0' O.C. T Y P.
SET P.T. PLATE IN A BED
OF SEALANT FOR FUME BARRIER
TP -4 ANCHOR 1/2X6' J ANCHOR BOLTS
SPACED @ 32 SPACED @ 32' O.C. MAX.
(SEE E G NOTES, FOR ALT.)
40 X 4. INSPECTI
CLEAN-OUT T
SLOPE
is 13f Ml.RE' [IN -
4
FOOTING PER FOUNDATION PLAN
FRAME GARAGE WALL
F-2 STEP FOOTING DETAIL_ GARAGE DOOR SECTION
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