Plans RECEIVED
b ; 2 3 2015
Avg4
m _ CITY OF I
BUILDING DIVISiUfq
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pm 0"
SCO
94'
30' 25'
26' 1/4"
39'
Deck
CITY OF TIGARD
Approved by Planning 108' 3/8"
Date: ' 3 /S' House
Initials: LS
13235 SW GENESIS LP TIGARD OR 97223
Scale 1/16" = 1'
So ��-�� -����y
i
0 Pr,OF
y� aciNt °�r,
648
STRUCTURAL 51RR14ARY: 2 X 8 LECGQR RECEIVED
� I S ®� o '
NEW RESUMMAR A M. FRAMED WITH PRESSURE-TREATED o \v/ �s
LUNBER AT WEATHER-RESISTANT 2X DECKING. ; o w.�F�,
b 31 IS
CODEEXPIRES:Ia
RFAUIRENENTS: j� •1.6
CONFORM TO THE REQUIREMENTS OF THE 2014 OREGON e bat ' ` DEC 2 3'2015
2015
SIRJC LRAL SPECIALTY Com,WITH STATE AND LOCAL
AMENDME"Si • 2I VENCITY OF TIGARD
OES1 XSI NISABASED ON THE TM AND MUCTION ?X PECKING '8'-8• 9-6' ;;'; BUILDING DIVISION
CRITERIA OF THE ABOVE-REFERF1M CODE. IN AIA-
ITION TO THE DEAD LOADS.THE FOLLOWING LOADS WERE SEE STRUCT NOTES—\ WUSEII:
SNOW: Pg=25 PSE. Pf= 16 PSE, /it//' /���/'� 4 X d DIAG BRACE t
f;, ii. i
Ce=0.9. Is = 1.0. Ct=1.0 2 X 8 LEDGER
ALLOWABLE SOIL BEARING! 1500 PSF
SEISMIC: RISK CAT. 11. le= 1.0. SITE CLASS D / %i", ',i, i.;'. ?.1.2X o\6 0•�
Ss= .961. S1 = .400HEM+IR
lN1 2 A15 I R
SDS=0.72.SDI =0.43. SDC='D' $
BRACED WOOD FRAMES. R=3.5OVERSTRDCM FACTOR= .0
K6 8
EDJ[V. LATERAL FORCE 3PROCM);E I p 691` 5
GENERAL:
ALL DETAIL CUTS S 40LU BE CONSIDERED TYPICAL AT -
LIKE CONDITIONS.
4 X 6 DIAG BRACE
P.T. 6 X 10 HEM-FIR
CCUR
*iERE ANY DISCREPANCIES OBETWEEN PLANS.DETAILS. r
NOTES AND IFICATIINS. THE GREATER REQUIREMENT b m 7 NO. 2 BEAN L (_l u
N y0\SSS a A. \g C•
ESTABLISH AND VERIFY ALL GEOMETRY FOR ARCHITFAIURAL. \R tu'2 r; K
MECHANICAL, ELECTRICAL, AND PLUtffiING COURNS PRIOR I 2Y
TO CONSTRUCTION. lN1 P t
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 1 i
CONDITIONS. DIMENSIONS. AND EEEYATIONS SHOWN IN THE
PLANS. AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES
PRIOR TO STARTING WORK. 6 i 6 DECKING
12`-0" SEE STRIJCT NOTES -
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL P.T. 6 X 10 HEM-FIR NO. 2 BEAM
STABILITY OF ALL NEW AND EXISTING STRUCTURES MING
CONSTRUCTION. THIS INCLUDES EXCAVATIONS. M-LIMNS.
EMIMENT I=. MATERIAL LOADS. AFD OTHERS. OBSER-
VATIONS BY a ENGINEER 00 NOT INCLUDE INSPECTIONS OF
TEMPORARY LOADING AND STABILITY DURING(DNSTRiGTION.
SAWN LIMBER:
ALL LU48ER EXPOSED TO WEATHER SHALL BE PRESSURE-TREATED
HEM-FIR OF THE FOLLOWING GRADES U.N.D: 4 X 6 4IAG BRACES
JOISTS.PLATES.LEO(£RS.BLKG; NC.2 28'-Y
BEAMS AND POSTS: NO.I (n
PRESSURE-TREATED LIMBS : Q
ALL LUIBERR IN CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED. J
FOLLOW ALL WR RE(XMFTDATIONS REGARDING COATINGS ON FASTENERS _ PLAN
AMC LIGHT GAGE PLATE CONNECTORS IN CONTACT WITH TREATED WOOD. B ELEVAT f ON 3/16' = I'-o'
3
CONCRE
MIX:DESIGN: PREPARE DESIGNS FOR EACH TYPE OF CONCRETE, m
PROPORTION NIXES BY EITHER LABORATORY TRIAL OR FIELD
EXPERIENCE. FURNISH CERTIFIED REPORTS FOR EACH PROP-
OSED MIX, AIR ENTRAINING AGENTS PER ASTM C250 AND
WATER-RFOJCING ADNEXTiME PER ASTM 494. USED ACCORDING
r
TO MFR SPECS, MAY BE INCORPORATED. AIR ENTRAINMENT'PER H
ASTM C260 SHALL BE USED IN NIXES FOR EXTERIOR HORIZONTAL >ec :, GROSS BEAM a BRADS
SURFACES EXPOSED TO WEATHER,AND SHALL BE 5%-7X BY VL. (ROSS BEAM:BRACE
-FLY-ASH SHALL NOT EXCEED 15X OF CEMENT CONTENT BY WT. ! 4 X 6 DIAG BRACES
CONCRETE WORK SHALL CONFORM TO ACI 301. STRENGTHS OF I
PREVIOUS MIXES SHALL HAVE BEEN VERIFIED BY SID. 28-ilAY
CYLINDER TESTS PER ASTM C39 TO THE FOLLOWING:
-FOOTINGS: 3000 PSI AT 28 DAYS.SJMP 3' +/- 1' +
-SLABS ON GRADE: 2500 PSI AT 28 DAYS, SLUG'3' +/- I'
CCPMTE ANONRS: e �
(ATE ANCHORS SHALL BE SIMPSON STRONC80LT OR 2 I w
EQUIVALENT AS APPROVED BY ENGINEER. w
(U/7 U
DECK SHEATHING:
2X6 IEIXING OR TIMBERIECH COMPOSITE MING.
FASTER o EA JOIST v/(2)&7 X 3'On SCREWS 26• BRIARS FOOTINGS 2 X 4 BOTH SIDES
AND(3)97 X 3' a BLOCKING AND LEDGERS, OR 30' DIA SINOTIIDE FT'GS 4 X d STRUTS r/(9)16d AS SOWN
OR USE T1MBERTECH(YNCEALOC FASTENERS PER MER
INSTALATION ISTTRLCTIONS.
0] C]
FASTENERS; _ _ J L _ _ J _ _ J L _ _ J L _ _ J L _ _ J Z z ul
ALL MAILS SHALT.BE CO9NON(U.N.01 v/FYb=90 KSI a
ALL BOLTS AND THREAROES SHALL BE A307 OR BETTER m a m a
DED
PRE-ORILL 70%OF STAN(DIAMETER FOR LAG SKEWS
:
ALL LIGHT GAPE.META_CONNECTORS SHALL BE BY SINPSCN-
SHEETREV:
STRONGTIE AND INSTALLED PER MFR SPECIFICATIONS. S1.0
Y
{ J
(2)08 X 3'a POSTSc
��PEProFi„
bap
11..aa9
4 X 4 GUARDRAIL POST I S : CFP
a 84' MAX C-0
2 X 5 TOP RAIL. EXPIRESI
31 IS
ORIENT GRAIN TO AVOID CUPPING
10
(2)08 X 3' o POSTS
2 X 4 TOP BOARD DEG(SCREWS a 8 o.c.
zz
N
2 X 2 PICKETS a 53x8'
(2)08 X 3'a POSTS
2 X 6 BTM BOARD • 8 8
SIMP um - —
JOIST PER PIAN ^,'
DECK SCREWS a 4' o.c. (2)1/4' X 4'SIMP SDS r
12' A307 ALL-THUD
RODS. NUTS. FENDER WM ; SIMP LU28 TYP i
° o
P.T. 2 X 8 LED>GFR APPLIED TO DOTING
o ° ° ° (3)08X3'
OR RIN JOIST. 00 NOT APPLY OVER SIDING.
BOTH SIDES OF BLK (E)WALL
° o
° °
o ° JOISTS PER PLAN
_r
LEDGER DETAILS c'
5 l-l2' = 1'-0' 2X Di<J(a DTM 6 1-12' = I' ' '
J
STRUT(SORE LOCATIONS)
P.T. POST PER PLAN ,
(N)SIMP ABA66Z OR ABA44Z �
MfRANEO STEP W 5/8' X B' EMBEODm ANCHOR Q
• ° e o
I
' 3
Co
SIMP OTT2Z l6d a 8'
co
DECK SCREWS a B° P.T. 2 X 12
� I I
I I
z I I
iv I I
a 16da8, %
o _
° ° COMPACT ANY REG'D 8 DF I L,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BEAR]PER PLAN w
w
-0' SIMP MM FASIM TO w
(S14 STRAP X 4'
IINOERSIDE OF BEAM
SM..RAILING
2X BLR'G FOR 3 BAYS 26' SURE
2500 PSI CONCRETE F7'GOR I
3D' DIAMETER FOR POST FJ�E@t7QT.
SEE STRICT NOTES m o
z vi
at a >
DECK OFFSET 8 TYP I CAL FOOTING 2'MSG DX)MPACTED ROCK OVER a
1-1/L' = 1'-0* )-12' = l'-0' UNDISTURBED NATIVE SOIL OR FILL SHEET: REV:
COMPACTED 927 DRY DENSITY PER S .n _
r '
FED Pr.'
yS`,,GINFF ss,
- 2(OEf]([NG �(EQ(SCREWS a 8` o.e. � ``
_ 3618
C EG
�i eye
A�.
SAO W.GFA.
FXPRESI 3I IS
I.aol
(6) lu BOTH SIDES Typ
nwN
JOIST PER PLAN P.T. O O a
.T. 2X BLK'G r/ m
(2) 16d TOENAILS — — — — — — — — — — —
SIPS'H2.5A O O p(HOG OR 8
EVERY 01M JOIST BEAN PER PLAN •Z� O „ 8
O it p O 8 ~
p iI O
O I BEAM PER PLAN
. � . p
i O O
3/4' MARINE PLYWOOD r
SINP BC6(HOG OR SS) (5) 16d BOTH SIDES p GUSSET 80tH SIDES
i
BOTH BRACES r,
STAGGER AS SHOWN POST PER PLAN
P.T. POST PER PLAN
U.Cl
(7) 16d P.T.4 X 6
BOTH BRAGS t_u, 3 r
!.I 1—r.,
SIDES a --x rn -3
�.�[_ ff1 iL C, U]
)a. r
J1 L'1 [1
7.0
C] C�
L.1 W
JOIST BEARINGr,.
BRACE CONNECTION
A
(2)#8 X r a POSTS
(n
4 X 4 GUARDRAIL POST
a 64'MAX C-C 2 X 6 TOP RAIL. Q
ORIENT GRAIN TO AVOID CUPPING J
J
(2)A8 X 3' a POSTS
4 X 6 BRACE 3
POST PER PLAN 2 X 4 TOP BOARD
i (5) lu BOTH SIDES In
BOTH BRACES O
O O STAW AS SHOWPI m
i
O 3/4' MARINE PLYWOOD 2 X 2 PICKETS a 5-3/0' e e m
i p i GUSSET BOTH SIDES
f
�O STS
ti.
p i
O 4 X 6 STRUT �(2)68 X 3'a PO
i
t7)olt(
) 1 d 01 — — — — 2 X 6 BTR BOARD
SIDES
I �
O O I I
DRAINAGE HOLE O
0
SIMP OTT2Z w
UU9
BO(H SIDE
(3) ISIS 1/2' A307 ALL—THREAD N u
RODS. NUTS. FEW WSHRS
:110 0
0 0
0 0
� 0 I
I
o O o o }(a
0 0 0 z 3 N
0
JOIST PER PLAN
BRACE CONNECTION �4 ARDRA[LS o Q Lu
1-12' = I'--0' SHEET: REV;
Sl.0 -
3'
w
U)
D
O
= CONCRETE LOADING
HOUSE PT 2X6 HEM-FIR BEAM
RT 2x8 LEDGER
ccw
CC
U
w NSM F S 6'
� 00
N
O
= ti
PT. 4X8 HEM-FIR BEAM
14'
MF
E
N
P.T. 2X6 DIAG BRACES 6-4 1/4"
PT. 4X8 HEM-FIR BEAM
1'-7 3/4"
6-9 7/8' X CEDAR DECKING
6-7 1/2" FASTEN EA JOIST W/(2)#7X3"DECK SCREWS
a �
SIMPSON DTT2Z
4•
simpson strong-6e
1/2"bolt washer and nut
p t.2x6 diag brace
mpson strong-tie
F13235
PROJECT FOR: 12/22!15 BOB WILLIAMS CONSTRUCTION CO.
21446 SW CHRISTENSEN CT
CE MCKINNEY TUALATIN OR 97062
SW GENESIS LP TIGARD 97223
503-260-4634
CCB#207042
GUARDRAIL POST ATTACHMENT
16"Min.
DF;TAIL A(Figure 31)
/J_ D 1"F2L deck jui.l pegtcndicular to guardrail
t/ 4x4(min.)guardrail
post al 48"o.c.(mnx.)
I
'O 2xg(min.)
blocking 2x8(min.)
-- — --___ deck joists
DETAIL
(Figure 32) — �\
DTT2Z ———--%
Jcck juiat parallel
m guardrail
2x8(mm.)rim joist
bu••tm
below
®Figure 30:Guardrail attachment OPTION 3 plan view
Guardrail post Guardrail post
Simpson DT-1-2Z (2)Simpson
holdown or equal DTT2Z holdowrts
r e
l(one
IR"diameter Decking 112^diameter sde ofh
block'g)
machine bolts
\ \ machine bolts
or th with O or threaded _
rod th nuts r..�^_' p
and washrod with nuts
washers rod
Rimjoist----/ Dcckjoist I Blocking )
(2xg mm) (2x8 min)
iDeck joist(2x8 min)
16"Min.
Detail A
Detail B
Q Fig.31:Guardrail attachment OPTION 3 Fig.32:Guardrail attachment OPTION 3
perpendicular to guardrail parallel to guardrail
14'-1 5/8"
Side view
3'-2 7/8"
3'-1 3/4"
Solid Panel Solid Panel Solid Panel
AIN
c
7 1/2"
6'7/8" 6-3 7/8"
2x6 pt
3'-4 3/4"
3'-10 1/2"
1' "
1'-6"
1 1'
DECK PROJECT FOR: 12/22/15 BOB WILLIAMS CONSTRUCTION CO.
21446 SW CMS
CT
BRUCE MCKINNEY TUALATIN OR 97062
13235 SW GENESIS LP TIGARD 97223 503-260-4634
CCB#207042