HomeMy WebLinkAboutPLANS21'-4"
11
EXIST.18" X 18" FIGS.
3s
CONNECT EACH
JACK STUD
TO HEADER WITH 2
SIMPSON LSTAI (FRONT& BACK)
w/ 8-10d NAILS EACH
SINGLE 2 X6
JACK STUD
FOR OPENINGS
LESS THAN OR
EQUAL To
AND DOUBLE
note:
this dtl, typ. u.n.o. for all
interior & exterior
wd. frame brng. wall opngs.
HUGHES TP4X OR TPEX OVER
DOUBLE TOP PLATE TO KING
STUD AT EACH END OF
HEADER
(2)-2X12 SYP HEADER
2—ROWS 16d NAILS STAGGERED at
16" O/C EACH FACE OF 2" X OR
SMALLER HEADERS OR 3—ROWS
16d NAILS STAGGERED at 16" O/C
for headers greater then 2"x10"
FILLING AND BLOCKING AS
REQUIRED FASTENED "0
HEADER W . �2) 16D at 16" O/C
UNLESS N T D OTHERWISE
2 X6 KING STUD
hughes hhd2/5o w/ 5/8" do. anchor bolt
for conc. w/ 9" embedment into slab, and
(2) 5/8" dia. thru bolts for vertical studs,
(typ.) provide at both sides of opng. PER
PLAN
or
hughes tp4X OR TP6X WITH 1/2" DIA.
STUD (to be specified by
zP.T. BOtT. PLATE
12— FRAME HEADER (DOOR)
SCALE: N.T.S.
NOTE: CONTRACTOR SHALL
SHORE EXISTING ROOF FROM
THE EXTERIOR WHILE EXISTING
SLAB AND COLUMN FOOTINGS
ARE REMOVED AND REPLACED
WITH NEW FOOTING AND BEARING
WALL.
PRE—ENGINEERED WOOD TRUSSES ® 24" O.C. —
(7' END JACKS FOR HIP ROOFS)
EXISTING
EXISTING
VINYL. VENTED SOFFIT
STUCCO OVER
METAL LATH AND TYVEK
ON 5/8" CDX PLYWOOD
MIN. S
FRONT ,�!
SIDES
CNR SIDES
I REAR
ZNe !
61'l t5-
DESIGN CRITERIA
FLORIDA BUILDING CODE 2010
WIND SPEED— 160MPH (ASCE 7-10 )
WIND EXSPOSURE "D"
WIND IMPORTANCE FACTOR 1.0(RES)
INTERNAL PRESSURE COEF +/-0.18
ENCLOSED STRUCTURE
MEAN ROOF HEIGHT LESS THAN 15 FEET.
COMPONENT WIND PRESSURE
ZONE 4
DOOPS AND WINDOWS
ULTIMATE +64.6 — 70.4
NOMINAL +38.8 — 42.5
12
GONCIQD PAS TEHERS ORATTAARE
CHR
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CONTRgCTAR DFRECORn
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-�1�— EXISTING O
R-30 FIBERGLASS INSULATION
St. Lucie County Health Department
Environmental Health
EXISTING SepticSy"emA
1 /2' DRYWALL CEILINGr Pro Opeara Ade ua;e
A posedCoat;oction �0 7y7�f W 7111s F•r. �':::: w .
2.—Orr
INSTALL NEW SIMPSON Performance of
STRONG TIE H2.5A Awl,.,
TO EXISTING TRUSS �✓ `r�i
INSTALL SIMPSON STRONG TIE
H8 STUD TO SILL ANCHOR
2X6 FRAME WALL
V2" DIAM. BOLTS @ 12" O.C.
2" X 6" P.T. BOTTOM PL. Q
6' THICK CONCRETE SLAB W[ 3000 PSI CONIC ON
CLEAN TERMITE TREATEDD FILL COMPACTED
PER SOIL ENGINEER REPORT sp aF 417-t' g
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.006 MIL VISQUEEN
-(3) #5 REBARS
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PM99
DESIGNED BY:
Robert C. Justice
DRAWN BY:
DATE:
07. MAY. 2015
SCALE:
1/4"=1-0"
610 1st I4'44','Suite 102 SCANNED-
Vero Beach Florida 32962 B�
772-205-9324
gra hostnc@gmail.com St. Lucie COUI
CA 30479
SHEET
2 OF
2
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SEE PLAN ABOVE
EXISTING EXTERIOR WALL FOR DOWEL NOTE
AND SPACING
;I iii 6X6,10/10 W.W.M.
1 III 0 FIBER MESH OF
REBAR SHALL BE a
CHEMICALLY ANCHORED UAL STRENGTH
II Ili 6" CONCRETE SLAB
- - - - - - - - - - - - -
CUT BACK
0 45' ANGLE
EXISTING FOOTING BARRIER
6 MIL VAPOR
24.
CLEAN, COMPACTED
TERMITE TREATED
44 (3) No. 5 BARS FILL
CONTINUOUS
TYP. FOOTING TIE
SCALE: 1/2"=1'-0"
TYPICAL 4" CONCRETE
S B WITH 6x6,
10
0 10 W.W.M.
ASSUMED
GRADE
6 MIL VAPOR
BARRIER
-0. 0.
f,5 REBAR
Nuous
CLEAN COMPACTED
TERMITE TREATED
FILL
TYPICAL
THICKENED EDGE
SCALE: 0"
FOUNDATION
C
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IN
I
EXIST. REAR. PORCH EXISTING
TO BE CLOSED IN
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DESIGNED BY: I
Robert C. Justice
DRAWN BY:
DATE:
07. MAY. 2015
SCALE:
1/4 99 = i — o
SHEET
2 OF
2
1 /4 -l'-o
Rand
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Lic. 4