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GENERAL UOTES: 1834 GLACIER,..,COURT WEST JOB #0106-08
DESIGN CRITERIA:
Deck Live Load ----------------------- 100 paf
Load _____----------- ------ 10 paf
-- Dead
Hot Tub Lo O5 af �d ----------------________ p
1
Seismic m------------------------
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UBCEditkm - - - - - - - - - - - - - - - - - - - - - - - - - 1897
FQUNDATI.ON DESIGN:_
o' Design of individual footings is based on o
ma allowable bearing pressure of 2000 pof (dead
load plus full live load).
b. Footings ahoU be placed on the natural undisturbed ool|, or
compacted structural fill, below frost depth.
C. This fo undation has been designed according to the desi
recommendations set forth in geoteoh i | report 98-0321C by
Inte Engineering Ltd. The contractor shall fnUovv the
construction requirements from this some report.
d A representative of the gnotechnico| engineer shall verify soils
' co and t ' - durin excavation. Report any discrepancies
from -- original fin to s engineer for re-evaluation of
foundation design.
REINFORCED.. CONCRETE
o. Concrete design is based on the "Building Code Requirements for
Reinforced Concrete" /AC| 318-95\.
b' Structural concrete oh'U have o minimum 28-doy compressive
strength of 3000 poi.
C. Concrete shall be proportioned using Tvoo |-|| sulfate
rma��tmnt cement. Adrnixturws containing chloride salts nho|| not be used.
d. Cold weather concreting procedures ahoi( be provided as recommended
in the ACI Manual of Concrete
a. Anchor bolts for column bearing plates uho\\ be piound with
setting ternp|otme, ,
f. All exposed edges and corners shall be chamfered 3/4".
g ' Concrete coverage for reinforcing steel /AQ 318-95\: ,
1. Concrete cast against and perma exposed to earth 3
2 ' Concrete exposed to earth or weather [ �
A. #5 bar and ornoUwr 1 ' '1/2"
B. '' - ^ through �oO bar 2'
� �onoro-- not expos to weather or in contact with ground:
A. Sl abs, walls, a. joists / bar and �rnoUer\ 5
- /2'
O. Beams, columns 1 '
REINFORCING TEEL:
o. Detailing, fabrication and placement of reinforcing atwo| ahoU be in
accordance with the ACI Manual of Concrete Practice.
b E m t where otherwise noted on the u/uwre
"/y�` " ~..~ ~.
--'f- _
' ---' rn� to A�TW � ��oi�oo�on A815-78 and shall b� grade 00 except
field bent bars where permitted by note on plan, or bona to be
we|ded, which ahoU be grade 40
C. At splices in oonorete, lo p bars 36 diameters. Do not weld or use
rnochonioo| splicing devices un|woa specifically approved by engineer.
d At corners, ake horizontal bore continuous or provide corner burs.
' Around op and steps in concrete, provide /2\-#5 bars extending
2,-0" beyond edge of opening or step.
o Extand -no/ng steel o min o 2��' through cold j Unless
' specific ' ��|coted on pion or detoi(o, coordinate cold joint locations
with engineer.
t K8etho bar size conversion table:
METRIC INCH
#36 '
o where noted otherwise, all 2. nominal lumber, except studs,
- -
` -'--''e Douglas Fir-Larch '
r-Loro ond better, and all solid timber baonou
and posts � 3" nominal and wider shall be Douglas Fir-Larch #2.
b. Studs ~~~ -': and better Doug|osFlr-Loroh or Hono Fir.
C. Except oa noted otherwise, minimum nailing shall be provided as
' ^~` the "Nailing S on the drawings (UBC Table 23-11-B-1). d~ spec | for wood framing connections ahoU be installed with
standard washers and nuts.
o ' Un|000 noted otherwioe, steel connectors such as those manufactured
by the Simpson Company ehoU be used to ^ |n rafters, j or beams
to other beams at flush-framed conditions. Use Use U specified nails.
Connector conditions not otherwise noted ohnU utilize Type U or Type
HU hangers of o size specifically designed for the member eupported,
as shown in the manufacturer's publi tab|os. Contact structural
engineer for details as required.
STRUCTURAL GLUED. LAMINATED TIMBER:
o Materials, manufacturer and quality t control shall be in conformance
` with A|TO Product Standard PS 6-82` "Structural Glued Laminated
Timber".
b. Laminated members oho|| be fabricated using Dnug|oa Fir with the
following combination symbols:
- 4f-v4 Simple-span boorna
24f-v8 Continuous or cantilever boorns
5 Columns
C. All rnonnbern nho|| be Architectural Appearance Grade, un|woa indicated
otherwise by the architect.
� d, Protect members form damage or exposure to moisture prior to and
- during construction.
e. Adhes aho|| meet the requirements for wet conditions of service.
f. Do no t comber |onn|noted members un|aaa indicated on the drawings.
o o. Verify type of fill with soils engineer and structural engineer prior to
� boo~UUng.
�
6 o. All grout beneath column base p(otmo and steel beams ot ba�rin shall - b� non-shrink, non-metallic type grout Grout shall have o minimum � , ^
- compressive strength of 2500 psi.
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GENERAL REQUIREMENTS.
o. Structural erection and braci The structural drawings illustrate the
completed structure with all e in their final positions, properl
supported and braced. The Contractor, in the proper sequence, shall --,r- shoring and bracing as may be required during construction to
achieve r'-�-- e the final completed structure. Contact the structural engineer for
consultation (not in contract) as required.
b. Existing structures: If construction adjoins on existing structure,
contractor ehoU be responsible for verifying dimensions, elevations,
anyth framing, foundation and | that may effect the work shown
on the drawings. Underpinning, shoring and bracing of existing
structures shall be the responsibility of the contractor.
C. Dimensions: wmo^ al ux.==".= against arc . d ' p rior
to construction. Do not aoo|e drawings.
d Construction pnoot�ooa; General Contractor is responsible for means, ^ �
methods, techniques, sequences and procedures for construction of
this project. Notify s tructural engineer of omissions or conflicts
betvveent> e working drawings and existing conditions. Coordinate
requirements for m ng penetrotions through
structural elements with str engineer. Jobaitm safety is the sole
responsibility of the cnntrootor. All methods used for construction
ahu|| be in accordance with the |otmat edition of the UBC,
e' It is the responsibility of the contractor to contact the structural
engineer at the appropriate time to perform site observation visits.
Observation visits t o he jobsite by the engineer are for determination
of general conformance w the construction dnournonto and shall not
be construed as inspection.
t Though every effort is made to provide o complete and clear set of
con docurnunto, discrepancies or omissions may occur.
Release of these drawings anti cooperation and continued
communication between - the contractor, architect and engineer to
provide the best possible structure. These drawings have been
prepared for the use of o qualified contractor experienced in the
construction techniques and uyatorna depicted.
NAILING SCHEDULE
2x floor kjoist to girder, nU| or wall plate (toenail)
|-' ist to girder, nU| or wall plate (down thru bottom chord)
Sole plate to joist or blocking (face nail)
Top plate to stud (end nail)
Stud to sole plate
Double studs (face noU)
Doubled too p|otno (face nail)
Top plates, laps and intersections (face noU\
Continuous header, two pieces
Continuous header to king stud (toenail)
Ceiling/floor j |opa over partitions (face nail)
Ceiling/floor joists to parallel rafters (face nail)
Solid-sawn rafter to plate
|-oist rafter to plate (down thru bottom chord)
Built-up corner studs
Built-up beunno (each nnennbar to adj
Plywood or OSB roof/wall/floor sheathing
J-Bd
2-1Od
1Od @ 18"
2-10d
4-8d (toenail) or
2-18d /endnoi|\
�
10d @ 24
10d @ 16
2_10d
15d @ 10"
along each edge
3-1Od
3-10d
3-8d toenails
or Simpson H5
2 - 12d
1Od @ 24"
1Od @ 12'
along each edge
8d 00" along ed
Od @ 12" intermediate supports
1. The noUo in this schedule are common wire or box nails. If cooler, oinkor, or other tvoao of noUo
one used, contact engineer for required spacing and sizes. �
2. If staples are used, contact engineer for required spacing and sizes.
3. This schedule indicates roininnunn requirements for nailing. Where special conditions exist, use
the specified nailing indicated on the plans and details.
A. B.
CONNECTION
SCHEDULE
JOIST
A.F.F.
ABOVE FINISHED FLOOR
LAM.
LAMINATED
A.F.G.
NAILING SCHEDULE
2x floor kjoist to girder, nU| or wall plate (toenail)
|-' ist to girder, nU| or wall plate (down thru bottom chord)
Sole plate to joist or blocking (face nail)
Top plate to stud (end nail)
Stud to sole plate
Double studs (face noU)
Doubled too p|otno (face nail)
Top plates, laps and intersections (face noU\
Continuous header, two pieces
Continuous header to king stud (toenail)
Ceiling/floor j |opa over partitions (face nail)
Ceiling/floor joists to parallel rafters (face nail)
Solid-sawn rafter to plate
|-oist rafter to plate (down thru bottom chord)
Built-up corner studs
Built-up beunno (each nnennbar to adj
Plywood or OSB roof/wall/floor sheathing
J-Bd
2-1Od
1Od @ 18"
2-10d
4-8d (toenail) or
2-18d /endnoi|\
�
10d @ 24
10d @ 16
2_10d
15d @ 10"
along each edge
3-1Od
3-10d
3-8d toenails
or Simpson H5
2 - 12d
1Od @ 24"
1Od @ 12'
along each edge
8d 00" along ed
Od @ 12" intermediate supports
1. The noUo in this schedule are common wire or box nails. If cooler, oinkor, or other tvoao of noUo
one used, contact engineer for required spacing and sizes. �
2. If staples are used, contact engineer for required spacing and sizes.
3. This schedule indicates roininnunn requirements for nailing. Where special conditions exist, use
the specified nailing indicated on the plans and details.
A. B.
ANCHOR BOLT
JST
JOIST
A.F.F.
ABOVE FINISHED FLOOR
LAM.
LAMINATED
A.F.G.
ABOVE FINISHED GRADE
LONG|
LONGITUDINAL
ADJ.
ADJUSTABLE
LTWT.
LIGHTWEIGHT
ANCH.
ANCHOR
LVL
LAMINATED VENEER LUMBER
APPROX.
APPROXIMATELY
LSL
LAMINATED STRAND R|k4 MATERIAL
ARCH'
ARCHITECT
MAX.
MAXIMUM
BD.
BOARD
MECH.
MECHANICAL
BLDG.
BUILDING
MAl
MATERIAL
BLKG.
BLOCKING
MANUF.
MANUFACTURER
BM.
BE/\W
MIN.
W|N|MUkJ
BOT
BOTTOM
(N)
NEW
B.O.YV.
BOTTOM OF WALL '
NOM.
NOMINAL
8RG.
BEARING
O.C.
ON CENTER
CANT.
CANTILEVER
0PNG.
OPENING
C. J.
CONTROL JOINT
0SB
ORIENTED STRAND BOARD
CMU
CONCRETE MASONRY UNIT
I�
PLATE
CEM.
CEMENT
PLYYYD.
PLYWOOD
CLG.
CEILING
R.O.
ROUGH OPENING .
CENTERLINE
RAD.
RADIUS
CL R.
CLEARANCE
REF.
REFERENCE
COL.
COLUMN
RBNF .
RBNFORCE/RBNF(}RCEMENT
/
CONC.
CONCRETE
`
RE()D
REQUIRED
CONN.
CONNECTION
RET
RETAINING
CONT.
CONTINUOUS
REV.
REVISION
CONST.
CONSTRUCTION
R.S.
ROUGH SAWN
C.P^
CRIPPLE POST
SCHED.
SCHEDULE
DBL.
DOUBLE
SECT.
SECTION
DET.
DETAIL
SH'[
SHEET
D|AG.
DIAGONAL
Sim.
SIMILAR
DWQ,
DRAWING
SPEC.
SPECIFICATION
EA.
EACH
SQ.
SQUARE
E.J.
EXPANSION JOINT
STO,
STANDARD
ELEV.
ELEVATION
BTL.
STEEL
ENG.
ENGINEER
3TRUCT.
STRUCTURAL
EQUIP.
EQUIPMENT
T
TRIMMER
EQUIV.
EQUIVALENT
T&B
TOP & BOTTOM
EXSTG.
EXISTING
TfbG
TONGUE 8u GROOVE
EXISTING
T.0.C.
TOP OF CONCRETE
``P.
EXPANSION
T.O.F.
TOP OF FOOTING
EXT.
EXTERIOR
T.O.L.
TOP OF LEDGE
F.D.
FLOOR DRAIN
T.0.M.
TOP OF MASONRY
FDTN.
FOUNDATION
T. 0.
TOP OF
FLR.
FLOOR
T.O.W.
TOP OF WALL
FRMG.
FRAMING
THRU
THROUGH
FTG.
FOOTING
TRANSV'
TRANSVERSE
GA,
GAUGE
T8
TUBE STEEL COLUMN
6ALV.
GALVANIZED
TYP.
TYPICAL
GEN.
GENERAL
U.N.O.
UNLESS NOTED OTHERWISE
G.L.
GLUE-LAM
VERl[
VERTICAL
GYP.
CYPSUW/GYPCRETE
V.|.F'
VERIFY IN FIELD
HDR.
HEADER
W.F.
,
IDE
DE FLANGE
HOR|Z^
HORIZONTAL
W.P.
WATERPROOF
Hl
HEIGHT
YKVKF-
WELDED WIRE FABRIC
INT.
INTERIOR
WD.
WOOD
INV.
INVERTED
WITH
K
KING STUD
W/0
WITHOUT
O
C
cn
cn
C
O
U
(A
Y
(N
0
m
0
I
QD
0
p
cr
L,
U
Q
0
00
0
I
0
E
i
c I
I
r�
I
12" 0 CONC. PIER
0
(2) — #5 DWLS x
6"
(IF PIER HEIGHT EXCEEDS 4' -0,
ADD (2) — #5 VERT. BARS FULL
HEIGHT OF PIER)
SEE SCHED. FOR REINF.
SCALE: 3/4" = 1' -0"
VERIFY (E) BLKG.
(E) 2x1O's @ 16" Q.C. DECK JOISTS
2xl C+ • O •
O L 98
wl � ;.
(N) 3 1/8x13 1/2 G.L. --'
8x8 POST
NOTCHED TO HOLD G.L.
OVERFRAME STAIRS
2x6 DECKING — _
� \ i
VERIFY (E)
HANGERS AND
LEDGERS
(2) -3/4" 0
THRU —BOLTS
(E) 3 1 /8x13 1/2 G.L.
SCALE: 3/4" = 1' -0"
•• •
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I
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f
WEST UNIT
1
!
I
I
EAST UNIT
I
i S2
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1 1 I I I I i I I I
I I I
EC —
I I T.O IDEC� I
I I I I I
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I I I ! I 1 I ()
E '2x1d's
i I I I I I I I I I
@i 16" 0.C.
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i I I I
I I I I I
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I I i I I
(E) 13 1/ 8x1 1/2 G.L[ I I I
Q TYP. I
I I I CONIT. I
I I I I
(E) 8x8, TYP. -..�
1 - 1 — I I P t 1
- f - ,r,-1
i — - T — I - `r1` -- t
— --
rl - r - I t I — I ( j
LJ
_— J-- i__I_ —L
° — — — — — — — — — — — — — — — — — — — — — — — —
NEW JOISTS RUN UNDER I
98
—1
1,
(E) JOISTS AND ARE FACE I
�+
T. C.
D
C
MOUNTED TO (E) G.L. BEAM
N)
2x
0's
@
16"
O.
P.
1
I
I
i
L---------------------------
LOTTER DECK
A /
PLAN NOTES:
1. EXISTING STRUCTURE INDICATED ON PLAN AS DASHED LINES
3. DECKING MATERIAL IS 2x6 REDWOOD DECKING
4. WOOD BEAMS ARE DROPPED BELOW DECK JOISTS UNLESS NOTED (FLUSH).
5. "Q" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE.
6. (E) REFERS TO EXISTING CONSTRUCTION, (N) TO NEW
`1
J
SPREAD FOOTING SCHEDULE
TYPE
SIZE
REINFORCING
A
2' -6 x 2' -6 x 1' —O
(3) — #5's x 2' -0 EA. WAY
FOUND P L A N /
PLAN NOTES
1. FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING
CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED.
2, DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS.
l i
(E) DECK PIERS AND
FOOTINGS, TYP.