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Dyn
am
ic N
etw
ork
Se
rvic
es, I
nc.
15
0 D
ow
Str
ee
tM
anc
heste
r N
ew
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re
team
wor
k://g
5ser
ver/D
yn-In
c-20
1005
8_v3
Tue
sday
, Mar
ch 2
2, 2
011
2010-058
revisions:
A301
03/10/11date:proj. no.:
Deck Sections& Details
The
mat
eria
l con
tain
ed in
thes
e dr
awin
gs a
nd th
ede
sign
they
are
inte
nded
to c
onve
y ar
e th
e ex
clus
ive
prop
erty
of D
enni
s B
. Mire
s. P
osse
ssio
n an
d us
ehe
reof
is g
rant
ed o
nly
conf
iden
tially
in c
onne
ctio
n w
ithco
nstru
ctio
n an
d / o
r sal
e of
the
stru
ctur
e de
pict
edhe
rein
as
auth
oriz
ed b
y hi
m, a
nd th
e re
cipi
ent a
gree
sto
abi
de b
y th
ese
rest
rictio
ns.
Any
use
, rep
rodu
ctio
nor
des
clos
ure
of a
ny in
form
atio
n, in
who
le o
r in
part,
cont
aine
d he
rein
, with
out w
ritte
n pe
rmis
sion
of D
enni
sB
. Mire
s, is
exp
ress
ly p
rohi
bite
d.
ETR
2'-0" 9'-6" 2'-0"13'-6"
5'-0
"2'
-0"
6'-4
" V.I.
F
9'-3" V.I.F
1'-0"1'-0"
14'-0
"2'
-0"
16'-0
"
40kwGENERATOR
7" HIGH RAISED ABOVEGROUND LEVEL, 5" MINCONCRETE SLAB WITH12" MIN BELOW GRADETURNED DOWN EDGES
ON 12" CRUSHED GRAVEL& REINFORCING AS
REQUIRED TO SUPPORTGENERATOR. CO-
ORDINATE EDGE/SLABDEPTHS WITH ARCHITECT
& ENGINEERSTRUCTURAL NOTE:"The two post footings
should be Bigfoot SystemsBF 36. These can accept18" diameter sonotubes.The sonotubes should
have four #4 vertical barsfor reinforcement. Columnbaseplates should be 5/8"x 11" square with holes for
four 5/8"ø anchor rodsembedded 10" into
concrete."
VERIFY SLABDIMENSIONS ONCE
GENERATOR ISSELECTED
CA301
CA301
AA301
BA301
13'-6"
16'-0
"
AA301
BA301
DECK
EXISTING OPENING TO BE MODIFIED FORNEW DOOR. PROVIDE & INSTALL ADACOMPLIANT SILL, THRESHOLD & GASKETSFOR NEW DOOR TO ENSURE DOOR ISWATERPROOF.
PRESSURE TREATED SOUTHERN YELLOWPINE DENSE SELECT GRADE, 3 1/2" x 6"RECTANGULAR STRUCTURAL DECKINGSUPPORTED ON SLEEPERS. DECKING TOBE NAIL SPACED GAPS BETWEEN BOARDS.
D127A
EXISTING WINDOW TO BE REMOVED& OPENING MODIFIED FOR NEW
ALUMINUM EXTERIOR DOOR WITHSIDELITE & TRANSOM AS SHOWN.
PROVIDE ADA COMPLIANTEXTERIOR THRESHOLD &
WEATHERSTRIPPING
NEW 40KWGENERATOR ON
RAISED SLAB
EXISTINGTRANSFORMER
TO REMAIN
14'-0" 2'-0"
2'-0
"
1'-6"
STRUCTURAL NOTE:"The two beams perpendicular to thebuilding wall should be cantilevered overthe columns. Beam to columnconnections should be made with 1/2"cap plates, four 3/4"ø bolts and 3/8" webstiffeners centered on the column. Connections to the wall should be madewith 1/2" anchor plates and 3/8" x 4" x 6"shear plates. Anchor plates should beattached to the wall with six 5/8"ø rodsembedded 10" with the Hilti HIT HY 20adhesive system. Shear plates should bewelded to the anchor plates with twovertical 3/16" x 6" welds. Beams shouldbe attached to shear plates with two3/4"ø bolts."
STRUCTURAL NOTE:"The two post footings should be BigfootSystems BF 36. These can accept 18"diameter sonotubes. The sonotubesshould have four #4 vertical bars forreinforcement. Column baseplatesshould be 5/8" x 11" square with holes forfour 5/8"ø anchor rods embedded 10"into concrete."
DA301
9'-6"
2'-0" 2'-0"
2'-0
"
STRUCTURAL NOTES:"Deck beams should be W8x18's. Columns should be HSS5x5x1/4's."
"The short, non-structural W8x18outriggers should be shop connectedto W8x18 beams that bear on top ofcolumns with 1/4" partial penetrationwelds for the full width of top andbottom flanges."
"The beam spanning betweencolumns should have braces at eachend approximately 2'–0" down andaway from beam and columncenterlines. Braces should be capableof supporting a 6.0 kips axial force."
2'-0" HIGH CONCRETEPLYNTH, 18" DIA
AP
PR
OX
13'
-6" (
V.I.F
)
3"3
1/2"
3'-6
"
4"3/
4"
3 1/2"
1/2"
2"
1"
PRESSURE TREATED SOUTHERN YELLOW PINE WOODTOP RAIL. REBATE 1/2" FOR PLACEMENT OVER METAILTOP RAIL. TOP TO BE SLOPED, ALL EDGES EASED,FINISH BY ARCHITECT
METAL GUARDRAIL TO BE HOT DIPPED GALVANIZED ANDPAINTED BLACK. TOP & BOTTOM RAILS TO BE 2"W x3/4"H. POSTS TO BE 2" SQUARE & BALLISTERS TO BE 1"SQUARE.
PRESSURE TREATED SOUTHERN YELLOW PINE DENSESELECT GRADE, 3 1/2" x 6" RECTANGULAR STRUCTURALDECKING SUPPORTED ON SLEEPERS. DECKING TO BENAIL SPACED GAPS BETWEEN BOARDS. CO-ORDINATEATTACHEMENT OF DECKING TO SLEEPER WITHENGINEER
3/8" GALVINIZED, PTD STEEL PLATES MIN 2 MEMBERWIDTHS IN LENGTH (12" MIN), EITHER SIDE OF WOODDECKING FOR STEEL POST SUPPORT. THREAD TO BEWELDED TO UNDERSIDE OF TOP PLATE, AND BOLTEDFROM UNDERNEATH.
PRESSURE TREATED SOUTHERN YELLOW PINE3"x6" (FINISHED DIMENSIONS) SLEEPERS, FASTENED TOTOP OF STEEL BEAM. SLEEPER TO BE BOLTED FROMUNDERSIDE. NUT TO BE COUNTERSUNK INTO TOP OFWOOD SLEEPER & EXPOSED HEAD TO BE BUTTON HEADON BEAM SIDE. ALL FASTENERS TO BE STAINLESSSTEEL
W BEAM PER STRUCTURAL NOTES, GALVANIZED &PAINTED, COLOR BY ARCHITECT
BEAM BEYOND TO SUPPORT PERIMETER HSS BEAM. ALLCANTILEVERED BEAM ENDS TO BE TRIMMED & ENDPLATE ADDED PER DRAWINGS
SCALE: 1/4" = 1'-0"Basement/Foundation
SCALE: 1/4" = 1'-0"Partial Enlarged Floor Plan
SCALE: 1/4" = 1'-0"A West Deck Elevation
SCALE: 1/4" = 1'-0"B Deck Elevation
SCALE: 3/16" = 1'-0"Deck 3D View 1
SCALE: 3/16" = 1'-0"Deck 3D View 2
SCALE: 1/4" = 1'-0"C Typical Deck Section
SCALE: 1" = 1'-0"D Typical Deck Edge Detail
03/21/11
ALL STRUCTURAL STEEL & STEEL GUARDRAILS/PLATESARE TO BE HOT DIP GALVINIZED. ALL AREAS OF
EXPOSED METAL ARE TO BE TOUCHED-UP IN FIELD WITHZINC -RICH PRIMER . ALL STEEL IS TO BE PAINTED, COLOR
TO BE BLACK