APPROVED ENG PLN RESUB1 BLD2021-0598+Site_Plan+5.14.2021_1.49.41_PM+2197923I I
DRIVEWAY EASEMENT
51TE PLAN
5 GALE : 1 " = 1 0'-0"
5 GALE : 1 " = 1 U-0"
THIS PROJECT 15 SIMPLY THE REPLACEMENT OF
AN EXISTING DECK. THE NEW DECK WILL BE BUILT
IN THE SAME LOCATION A5 THE EXISTING DECK,
JUST WITH NEW FRAMING MATERIALS AND
CONNECTORS.
151111 ding, ---!Mgr4,pju
PROPERTY TAX ACCOUNT NUMBER: 00548900001906
TOTAL LOT 5aUARE FOOTAGE: 16,004 5F
EXISTING HOUSE 5aUARE FOOTAGE: 2265 5F
NEW DECK SQUARE FOOTAGE: 450 SF
TOTAL LOT COVERAGE: 11.2%
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5/ 14/21
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OMER / APPLICANT:
Alan Gillard Residential Design
PAGE DE56RIPTION:
DATE:
CT:
GK:
DE50RIPTION
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`�FHEMPLECustom
�
Home Design
g
GHRISTOPHER
4/2�1/21
AG
AG
5UBMITTAL 5ET
5/14/21
AG
AG
RE1/15ED 51TE PLAN
rn
R & WARDEN KARA
rn
ti
1152 VIEWLAND
WAY, EDMONDS, WA 98020-2590
AmericanIns[tuuteofArchitects
FRONT AND REAR
AG
. .
. .
Better Business Bureau with an A+ rating
ELEVATIONS
AG
AG
AG
Email: AlanGillardResidentialDesign@Gmail.com
PHONE: 360-941-9223
AG
I AG
RE-U5E EXISTING
FOOTING FOR ROOF
SCALE: 1 /4" = V-0"
3'-q 1 /4"
(TYP)
i
3'-q 1 /4"
(TYP)
SCALE: 1 /4" = V-0"
=R5
Span Table and Footing Schedule for Decks
8vu i _s brid Gres Murti* rfti$xirriurt'r 24 " caniilever usrrg I-Iern-F Iriug F it - 2 or belle+ lrarrii rlt; I ., -, i I wr
Tsh1e Laai� To r,sf. leiadinn ti D;osf. Am�ad k,W + Brl atl livp mad ti and X160 r,qf. sell C)-Parirr8 nrp- � -
Joint Max- Joist
Joist size
Spacing Span
Girdor Beam Size and Max. Sian Betwaon Sw pport Posts ? F ooti n g Typo
-------
Fo*llng 4x$ FmOng 401 Footing 4x121 Footing
a+yy����
�i�4V
1�"' �-G.
T'-�`
5`-y1
?"-J`
16x16
f�'�"
i8Ox188
16i0-�r.
6'-�
y1`
�'-11`
y��14
14X1 4
r�
�6x16
��m
y18$x,,,i8O
IgR�4
ii y`-y1'
I IF-10
14x14
24"o,c.
:7-V
@`-T
I4c14
$'-T
lex1$
11'0
1608
1Z-1T
1Ox1.8
W
ir-D_c.
W•F'
W-11`
14x14
6-60
1606
B'-3'
11OX119
101-0'
2Ox2O
1g"-D_e.
W-8'
W-11'
14Y14
&-GT
1606
9'-3"
19aRis
16x1S
1(Y-OR
18x18
Zea,C,
7'-r
5'-11`
1014
T-9-
7606
W-45'
11'4"
lOx1-a
2112
12"O_0.
13'-Y
3'4r
14x14
dr-S'
1606
6'-11"
Ift'1113
T'-2"
18x1.13
1o'-0_C.
111-v
4'4"
14x'I4
V-6*
1ax1g
6'-11"
1$x'MB
or-s*
2Ox20
24" o_e.
!W-5'
4'-11'
I4x14
6-6*
1606
6'-3"
1Ox11191
1(Y-0"
20a29
2 x'I 2
12'.0.G,
15'-5"
a,- 1,
1014
4'-1-
160115
5'-Z'
16x1.5
6'-3"
18x16
�_�.
1 �'�'
3'-Ili'
1 4x1+�
#'-W'
1�ix1 6
5'-11"
1 d
188
�x1 �88
+�y�"
�Yx1B
87"-2"
Foaiings moat have a rninluMxn reinforcement of (2) 04 bars each wad wilh a 3' olearsoce to 1rhe b❑dom of the footing.
Noce: Foot�r~g sues are based on decks designed with single span jo•sts where there is no center l}eerirtig beam.
(Reference aRC TaWe R507.2 • Oeck I?we row 60 _ pat (-r- a dead load = 10 pal. arrow laadf. 40 psi)
For 61- 1 inch = 25.4 mrn, 1 foot = 304 8 ^7m 1 tx,urld per sgtinry foot = 0.0479kPa.
eati
,IaiSI 5pan
is, almd S ly1*to 8'
R'1 ' Co 10
1 0'1' 10 12'
1 2'fd In 14'
14'1 k 10 1 a'
16'1' k? 1V
Cortirti-actrorti Italls
l�n�e
�r spacing �ffs�l�rrc�
rl,/� nk+ d��rneler I� 5Cr�,rwishI
2-2
16
13
11
9
�
F
I�l�r,r11�XIrf14�iT16h�a1tllr7
inch diameter boll tiwth "13 vm:lh
30
22
la
is
13
11
10
maximiur'rti ShkC1in b
inch diar'i'liew h� wily 1 III
26
t9
16
1 a
11
10
9
maximum 511eath111 +
a Ledgem shall be flashed irr or -dance wr#h eclrvn RT03 4 to prevent water tram contacting the Icu5e tKartd joist.
b grow Ind atoll not be assumed ko an corrcurrenlly wrth Ise Ind
C. The hp of the lag screw shall Fi.dMy extend Geycrtid lhe inside Face of Ihe barFd jow.
d_ SFrealhir4g shall be good slructi,ral pane# or slid sawn lumber.
Iz Sfealhirrg shall be permitted lc be 'd structural pane, gypsum board, f+berbcaid. lumber or foam sheathing Up
1P 1 12-i rrch th icilkness af stacked waahers shall be permitted to substitute for up to 'fr-inch of a11bk- sheathing
1hii;,,kness whefe combined w;tfti w skructural panel or lumr5h
1ar1g.
ALL FRAMING LUMBER INCLUDING ALL DECKING AND
STAIR TREADS, FLOOR JOISTS, RIM JOISTS, LEDGERS,
BEAMS, COLUMNS, STAIR STRINGERS AND RAILINGS
SHALL BE PRE55URE TREATED LUMBER.
rr�.rs�rl.E-sr3rr.�rrrn
PLEASE AL50 SEE THE DECK CONSTRUCTION
DETAILS AND NOTES AND RAILING DETAILS
AND NOTES ON PAGES A4 AND A5.
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DATE:
5/ 14/21
50ALE:
SHEET:
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METAL RAILING. SEE DETAILS ON PA
PRESSURE TREATED #2 HF 4X10 BEAN
SIMPSON AC4 POST GAP
PT HF #2 4X4 COLS.
5IMP50N ABA44Z P05T BASE
W/ MIN. V AIR SPACE.
RAILING BY AMERICAN METAL
SPECIALTIES. SEE DETAILS ON PA(
PRE55URE TREATED #2 HF 4X10 BEA
SIMPSON AG4 P05T GA
PT HF #2 4X4 COLS
SIMPSON ABA44Z POST BASE
1N/ MIN. V AIR SPACE.
NEW 1 Y X 15" X 12" GONG. FTGE-
W/ (2) #4 REBAR EA. WAY
SCALE: 1 /4" = V-0"
GR055 SECTION "A -A"
SCALE: 1 /4" = V-0"
FPT; 4 N 3 NO vigil d flllfii
ALL FRAMING LUMBER INCLUDING ALL DECKING AND
STAIR TREADS, FLOOR JOISTS, RIM JOISTS, LEDGERS,
BEAMS, COLUMNS, STAIR 5TRINGER5 AND RAILINGS
SHALL BE PRE55URE TREATED LUMBER.
lip moi, Siloilli P& I
PLEASE ALSO SEE THE DECK CONSTRUCTION
DETAILS AND NOTES AND RAILING DETAILS
AND NOTES ON PAGES A4 AND A5
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DINE:
5/ 14/21
50ALE:
5HEET:
................
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2
Deck Connections
(All fasteners, nails. bolts. screws and connedors must be corroslar1 resistant.)
Connection:
Fastening:
Manufactured Connectors
Follow maI nu fa to rer's instruction
Post to Footing
Post base is mquired
Post to Footing (i--I igh Winds)
orisuIt with jurisdiction about addibonaI u pI A loads where
windexposurelsgrater than Frisk Category B .
POSt tD Beam
Connector is required
Ledger to House Fraying
Bee information on Sheet 5 and Sheet 6
Joist to Beam or Girder
() 8d —Toe nailed
Blocking or Bridging to Joist
() 1 Od —Toe nailed @ each end
Wooden Oeck Beards
() 8d threaded rails QR () No. 8 screws
Composite Decking
Follow manufacturer's instructions
Span Table and Fo9ting Schedule for Deuce
Spansand kings assume Me ms)omum 24` conlilcver uging Hemn-F iffl�vg Fir No- 2 of belief frarrling lumber.
Tatle usps 70 ref. Madina 110 osf. dead loci - lio tier livp linamI and 2LI00 ref. sail t3parim orpsq„Kp
Joist Size
.foist Max. Joist
;Spacing Span
Girder Beam Size and Max. Sparc 1139twoon Support Posts r Fcootin0 Type
4X6 Footing 4 x8 Fng 4x10 Footing 4x 12 Faotlrrg
2r$
1 "0. '7'-!+
16" a r. $F-$'
24ho.c,
V-11I"
1I4X14
14x14
7--1V
1 x16
IY-W
1�ac1S
11'-1+
1Ox18
V-11'
7'-V
16x16
V-60
11'JO"
1$aciS
lexis
11` 10
12`-1g"
1ex18
10x1B
14X14
8'-J'
18x1$
2r8
12" o_c.
16" o_c.
7.1*
8'-8'
4'-11'
W-11'
14x14
14x14
6-8'
1608
1608
8'-3"
18x1S
10`-0'
101-0'
20x2D
18x18
G'-S*
B'-3"
18x19
24*0,e.
T-7"
5'-11-
14x14
T-T
1ex16
gr-a`
1608
11`41
18x18
2ari 0
t2" o.o.
13'-Y
T41r
14x14
4'-S"
1608
6'-11"
18x18
T'-2"
18X18
tt' o.C.
11'4*
V-1
14x14
V-s*
i6xie
-8'-11 a
18x'I B
18x1S
$'-S"
2O
24"o_e.
9'-6'
V-11'
14xi4
8'-G"
1608
9-3"
10'-0'
20X20
;1 12
1ro,o.
16-6,
T10
14x14
4'-1-
1808
S'-2`
1BX16
6-3"
18x15
IV*X.
17-'
3'-V
14x14
4'-8'
1ftla
6'-11"
Iex1a
7'-2"
MIS
2a' o C.
tB'-11'
4`-1'
14XI4
F-5` lexi8
8'-11"
18x1s
0`-6'
1ex18
FoOngs must have a monirnum reftwcement or (2) i4 bars each war with a 3' dearanrce 'lo the bDttorn of the VAIng.
Now Fcobng sizes are based on decks designed with single span jcmsts w are there Is no c�--nter beahng beam.
Deck Ledger nnectiion to Band Joist -a- "'
(Rek-rence SRC Tahle R507.2 - Deck Irwe road -m 60 psf. neck dead load = 10 psl_ straw loads 40 psi)
Fof St: 1 inch � 25.4 mm, 1 foot ` 304.8 mm, 1 pound per square foot- 0.0479kPa.
,lo-is1 Span
t�' and less
vi11 to $'
8'11" W 11a
10,1a to 12'
121+to 14'
14'1 `to is'
16'1" 10 1ST
Connection Details
On-Genler spacing offaslaners
'A Inch d ameter lag 9cre'WWith
22
16
13
11 `J
$
F
*fir inch maxinnum ehaal t�im1 t.a
% irrd� diameter bDII with '/a Iind,
30
22
18
15 13
11
10
rnaximvm Siherathiog a
Inch diermreter 001t wild 1 inch
2,13
110
16
13 11
10
9
maximum snaathmip
a_ Ledgers shall be flashed In accordance wrrth SemisDn R703 4 to prevent water from conlacting Me houGe band joist.
b. SrK w laud stiall not be assumed to act oorrcurrenlly wrth Irre load
C. The lip of the Iag screw shalI fully extend tmeryrond the inside Face of"hand jorsl.
d. Sheathing shall be good siructuraI parcel or solid sawn lumber.
e— Sheathrn+g s wll be permitted ro be wcwDd structural panel, gypsum boord, fiberboard. lumber or main sheathing. Up
1D 112-inch Mii'.ikness Gf 5ta d washeFs :Shall be permitted to subslltoEe kX up t-o 'fir-4nch of alr ble Sheathing
1hiC*n&SS whefe combined with wood SkruCtural panel or lumber sheathing.
7
Placement of Lag Screws and Bolts in Ledr
(Reference IRC Figure 507_.1 ())
E TE RICF
EXISTING-STUI
Existing 2m BAND JO I ST
OR ENGINEERING RIM
BOARD
DECK JOIST
�AG SCREWS OR POLTS
JOIST HANGER
Placement of Lag Screws and Bolts In L dg
(Referenoe I RC Figure 507_ 2 .1('1
,--- LAG SCREW OR BOLT STAGGIER FASTENERS
LEDGE R
2" MIN
� IN 2 RGS
5.5" fw11N FOR 28 i
8.5" Mlhl FAR 2k 1 0
7. 5" MIN FOR 2X 12
I4 IN
*DISTANCE CAN BE REDUCED TO 4.5- IF LAG SCREWS
ARE USED FOR IF BOLT SPACING IS REDUCED TO
THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO
2X8 BAND JOISTS -
Placement of Lag Screws and Bolts in Ledaere @nd Bard Joists
( Reference 1RC Table '507.2.'l )
Minimum End and Edge Distance and Spacing Between Rums
Top Edge
Bottom Edge
Ends
Rover Spacing
Ledger
2 inches `'
f4 inch
2 Incnes '
1518 inches 11
Band joist
/4 Inch
2 inches,-'2
inches t
1 518 inches 0
For SI; 1 Inch = 25,4mm
a. Lag screws or bolts must be sniggered from the top and boltorn along the horizontal run. See figure below.
b. Maximum S inches.
c_ For engineered rim joists, the manufacturer's recommendationsgovem_
d. The min imurn distance from the bottom row to the tap edge of the ledger must be iri accordance with figure below,
e. 2 inches may be redcced to 314 inch when the hand joist is directly supported by a muds i11. header, or by double top wall plates
Hold-down or
lensk n device
wrth 1 SQO #
capactly
Flashing
0
Deck Joist
Detail I — Ledger Attachment fer Lateral Loads
(Knee braces are required on pasts greater than 4 feet in height.)
Fkxwsheathln- nailing
al G' o.c. tmax to Ioisl
%0h hold-dow
0
Sheathing
Siding
F lashing
Decking
Joists
Joist Hangers
Treated 2x ledger
2" min.
Guardrail Attachment
(Guardrails are required when the deck is more than 30 inches above grade-)
1�" 4x4 min. post
A 'e- 0_13, galvanized bolt Cif 6 0"' o.c. max., TYp
or threaded rod wl
nuts 8 washers
�
d max
x
Min. 1880#
tension device Section
Va' O. D. galvanized bolt
or threaded rod wi 2x8 min_ bkx*ing
nuts s washers
Z`min
2x8 min. deck lfin
joists & rims 2,�' min * y max
T min
Note;
Use above details for guard connections or provide engineered Min. 1800# tension straps
design that shovers Guards can resist a single concentrated load
of 200 Ilia applied in any dirtectiarl at any point along the tap and Section B
have attachment devices and supporting structure to transfer this
Toed to appropriate structural elements of the building per IBC
x sec J 6Q7..1.,1 ti ti k ti ti ti w ti ti ti x ti ti w ti k ti ti% w k ti ti x 4 k
Typical Deck Section
rrlM7itrwmNo9U
Ex . '" 'g building v ath rderl'I'I dMItia raft
�w a e
I= AC V M1dkmrr CWNW
Ste delerl 1 4 # rov ( Tip
for � ghat 3).
0OU
ContfaC10f to fietd venty
adequacy of sdid kart
fo-r "er connedkn
4w spmv
for r
Of w exit or egress from the
the
propmwd dliiiiiiii:K or it
Iwo rs an a xi0in g poW
urger the P")PO +W dWdE.
V-W rrlmrrnum arwric&
nuAl be marr+ti�wr11ed. F%m
irxk ate openings in evioN
wall rr'r alew awn w -
S" d*tad 2
paaefOF QUar(JFFIII
C�1r1L�fF[�#'1
UFO l�ll��l�
with (1) #$d Wood
screw top & bottom
Knee it�racas are
required If distarN;@
fForn grade to lop of
Rost fix coeds 48'
See detawl on page 3.
4x4 post-s FhIn w+
8'-O" max tie hl
MA 6xb
for 8'-O" to
10'-O"Me,K, heiQlht
Flour per
t 750# capacity h of ddcwn device -/
at 4 locations evenly distributed Floor joists
Nlianufadumd host
base w 1' 3terl�diall.
along the deck and within 2 ftcf
each end_ Install per manufacturer
5EE P05T BA5E CONNECTOR 3-000 psi kits
AM
5PECIEIED ON PAGE A3 (no spr`r
inswimn regAW)
IFu
Option #
I I y threaded 3/S- diameter lag screw
Oiled with a minimum of 3 in Option
F ewah grade
pred
� '
(Required for New Construction)
embedment into sol-id framing. (Existing Construction Only)
i' 4P clear to batio T1 of
f . FooWV
Q F=1:A I 1� E I
to dear on
1J n diistl l d
earth
(OPTION 2)
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DATE:
5/ 14/21
50ALE:
5HEET:
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OPTION :-��_ W
EVOLVE INTERNAL L BRACKETS
�W
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D LU
+Preis Fl Al' PJ" Prima Fir v v v v v
PrssFlr�PYramdCap Pc�—� w',nrbpwIvaPk— Al"d Cup 1_ LUMINUM ■ V < < <
Ball CaP E. W,* I n a mal
EvAILING
ahe Evdve rrrmtl g yp
IrmuTW Irarrw Era&u
P2 P2
arockal
E E,#�r XVX .VXVy Vyr IVXY
9rrCiLl
tu
Q�
Ev aF+c E%, nN a
erw' - Inter l� MOUNT BRACKET � PANELS
�� FGrtress Posts must always be secured to the deck framing and
AJ Tra]ll7nal Parrs Aw'Tr;.3 - should never be attached tG only the deck beards.
AJ" F xi Eric Gwer 69"or %T
.air HIN:6 *EILAM l %w . ,41 Post aw'k cow �?" iY La'
' 1t ..
iaig Ei,:l,.. Ebwn.l knrJwl■
W
OPTION1: z zz
PTi l l : EVOLVE EXTERNAL BRACKETS ° z
EVOLVE P2 BRACKETS
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P2 Stair l3radA DATE
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S,aEeradtPt Initial Load (0.2 Design Load) 40 00:00 0100 0100 0.00 0.00
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