Report /t4S7 c (3 -•
53/ierman t igineef irzq, Inc. 3/5/ MM Sandy Blvd. 5te. 100, Portend, D?57232
(503)23043676 Ph (503)226-4745 Far
D
MAY 5 2013
CITYOFTIGA
8UILDINGDIVISION
POLING DECK
12815 SW Katherine St.
Nara, OR. 97223 PR(
May , 2Q 3 i �` 1 .elf
�
For: %,' ' r% Pr
Rtck's Custom Fencc and Decks O �'to,4 �e''
tn °49
4543 5 Tualatrn Valley Hwy P. sHE
Hillsboro, OR 97123 EXPIRES: 6P3W
Subject: Sheet No.
Footings: FR I (FTG I QFTG2)
Frani-1,1: DF I , DJ I ,_DJ 2
Bearns DDI -DB2
Details D I -D3
# 5Ht MAN tN&IN INO, INCA Mt te 5ANDr BLVD.PORTLAND,oR
(503) 226-4145 FAX (503)250-8816 PHONE I
2x TOP RAIL.SviiT ----- �
A35 CLIP TO POST
4X4 RAIL POST Y
C 8'-0` MAX
DEGK'G PER PLAN USE OVERSIZED
INASfR Ii' DIA..
0 C00
. . 0 . 0 . • .'.. { _
F I a s a s k . ,
. !,
NZ
N .l% .2..
DECK .JOIST
PER PLAN 2X STRINGER PER PLAN
(2) 2X BLKG 14/ (2) DTT2Z HOLPOV4I TOP
LUS2b-2 I-INGRS & SOT AS 9M014N
• RAILFOST
RAILPOST PHD2 SCALE:: I" = I'-O"
5HERMAN ENI/VEER/M9, INC. �}
5/AEsw2"HCVD 57E 102 f JLRfiD.al?97132 I
(503)2.2'5-4745 FAX iNocl /6
4X4 RAIL POST
fa'-O" MAX
DECK G P PLAN \\I USE OVERSIZED
WASHER I16 DIA.
b
►= -II tri illi
Nk
y(2) 2X8 PLR . STS MIN _r
2X GONT RIM BD
DTT 2Z RAIL POST BRACKETS
TOP d 1301 AS SHOWN
RAIL FOST/DCK CONN
RAILPOST Hi7U2 SCALE: I, = I'-O"'
[SHERMAN EN&I RI &t INC. 36I Ie r BI. D.aFP 47232
(503)226-4145 FAX ) 230-8876 PHONE
EXIST WALL SHTG 4 SIDING
DECK FASTENER INTO
LEDGER 4 JST 16" O.G.
FLASH FIND SIDING , PT 2X LEDGER VI/(3)
I641 ® I6'' Q.G. 4 (2) 5DS2`rx3'
WOOD SGREKs A 48" OL
WIM1N, 2° EDGE DISTANCE
2X6 DECKING
fr
i—.M."44.0012
DECK J5T PER PLAN
ff7'-O" SPAN MAX)
W/LI.S2 HN6RS TO
LEDGER
2x STUD WALL. to I6` O.G.
2x DIAG 8RAG16 W!
(2) I6d EA ,157 t A35 TIE
TO RIM ,.1ST(OR TOP PL)
DECK JOIST/ ALL CONNECTION
FIr52A &k-10` SPAN SCALE: I" = I"_U"
i_.. 1
?OL\ & ) C- ;13
•
6 RT-
GRI\J 6ILCUL / TkIJS
-: _ a _. ..
1 ( ♦ 1 TiT
uot. (0 ( LOAfia ' , 7dL%- Caa= 1OCk; ) z 133CX1-.
WI,L =q(}`~ /, V80 Ll+ ./LL `40(1!J1 ) = 53.3 !%4-
E PE LIxt3. 14y*P- 7:2) USE ax$ S16v% I+F4
aC v
F rG.
fI
Rx (oM1) = (X)1-29f3)00/2)
10 = 1750#
tObL W(t% ) = 50 % 9,( _a2)=(sof a)tt0 .
41,= X6.'%) - 2COVF4
Pt. = PR - R _ I a5o 4- i zco
1 A
ARM = w9(500 ----- C4-2
Kt, 4.
3r3. f _ => US tS"54xI8"
tCO KG Pr6
c- ID ("X-,- ) = u t3L%4- • F 6-1.
W = iO( } ) = 53.3 %} �, .�
PM C, ; u} P 6' .
, vt
—
1earn hek v2007 hcen5ed to:5hcrman gngeneertng, Inc. keg if 7992.-664/3
__ REGI.BEAM k9
I
POLING• Date: 5/09/13
QEt I � =0,0 Et
.
Sc ttran FT 4x 12 t-iF#2
G NDS 2001 , Incised
Min Beans Area R€=4.4 ,n2 R2= 4.4 nn2 (1,5)DL Deft–_ 0.05 in
Dow Beam SpanI 400
10.0 ft Reaction I LL 1400# Reaction 2 LL
1798# Reaction 2 IL 1798# .
Beam Wt per ft 9..57# Reaction r IL
#
Bon Wt Included. 9G# M7981
Maximum V 17G 1 #�
Max Moment 4495' Max V(Reduced)
IL Max Defl L 1240 TL Actual Deli L 1686
IL Max Defl 1 1360 LL Actual Dei L 1978
Deff(in) LL Deft
A4-tr'+l�utes Section(ins Shear(m2) TL 0.50 0. 2
1
Actual 73.83 39.38 0.17 0.12
Gratical 72.11 18.26 OK OK33
Status OK OK
4G% 35
96% `!6 3796
Ratio roil-(- e)
-... Pb(i. ) Fv(.5i) -..E(r x tint _ -... .
0
Muds Reference Values 850 150 1.3 45
2 405
Ad ted Values 748 120 1
rdtts CF Size Factor 1.100
Gd Duration 1 .00 1.00
Cr Repetitive 1.00
Gh Shear Stress N/A
Gr Incised
0.80 0.80 0.95 1.00
CI Stability 1.0000 Rb = 0,00 Le = 0.00 Ft Kbe = 0.0
Loads Uniform LL: 280 Uniform TL: 350 = A
•
E..._
Uniform Load A — 1
R1 = 1798 R2 4798
SPAN = 10 FT
Uniform and partial uniform loads are lbs per lineal ft.
bRl1
. aeamChek v2007 licensed to.Sherman f igrrreerrng, Inc. Reg if 7992-66413
• POLING DECK 8EAtvi LW R
082 Date: 5/09/13
5efectron PT 4x 10 hIF#2 Lu = 0.0 Ft
Canditior NDS 2003, incised
Min Bearing Area RI= 3.2 in2R2= 3.2 in2 (1.5)01 Deft= 0.07 in
Data Beam Span 10.0 ft Reaction I LL 1000# Reaction 2 LL 1000 if
Beam WtF'e r ft 7.87# Reaction 1 TL 1289 # ReactiReaction2 IL 1289#
Maximum V
1289 it
6m Wt Included 79# ax
Max Moment 3223'# Max V(Reduced) 1091 #
TL Max Defl 1 1240 TI Actual Dell L 1531
LL Max Dell L f 360 IL Actual Deft L/761
Attributes Section(in 3) Shear(ire) TI Deli(in) LL Defi
Actual 49.91 32.38 0.23 0.I6
Cntical 47.40 13.63 0.50 0.33
Status OK OK OK OK
Ratio 95% 42% 45% 47%
Fb(tom) FY(psi) 1;(psi x mit) FG ,(psi)
Ita/u_s Reference Values 850 150 1.3 405
Adjusted Values 816 120 1.2 405
Adjustments CF Size Factor 1.2.00
Cd Duration i.00 1.00
Cr Repetitive 1.00
Ch Shear Stress WA
Ci Incised 0.80 0.80 0-95 I .00
CI Stability 1.0000 Rb = 0.00 Le = 0,00 Ft Kae = 0.0
Uniform LL: 200 Uniform TL: 250 = A
Uniform Load A 7
283 R2�
RI 89
SPAN = 10 FT
Uniform and partial uniform loads are 11,5 per lineal ft.
•
5I1IRMAN ENGGNfERING, INC:
- 3/5 I NE Sandy Blvd. Ste. I00
• Portland, OR 97232
JOB: POLING RES.
IDr 3
CUENT: Rck'S Custom Fence and Decking 5/9/2013
_. _ BRT
PECK LEDGER
'Loading= DL psf Lt.psf Total psf 1
10 40 I 50
Tributary: 5 ft
5 ft x 50 psf = 250 plf
{ 250 Of x 1.33 ft = 332.5 # ,
V I Gd= 139 #
USE:
332.5 = 2.39 (3}I 1 Gd NAILS a t G"Q.G. 1 1
139
Seismic: T
54, = 0.73
R G.5
V = x .2. 545 W = 0. 135 W
R
Load:
I O1 psf x 20 x f 12 ( = 1 2.416p3
kakis
VW = 0. 1 3 x 2.40 = 0.32 taps
Lag Bolts: V 1/4'"SDS SCREW 340 # = 340
W I/4"SDS SCREW: 340 # x 3" = 1020
V Governs. 0.32 / 0.34 = 0.95
0.95 = (l)1114'15M SCREWS
USE 2x LEDGER W/ (3) 1 Gd NAILS
1 G" 0.C. AND 0) 1/4" SDS SCR 4' Q.G.
SHERMAN ENGINEERING, INC.
3 15 I NE Sandy Blvd. Ste. WO
. Portland, OR 97232
r
JOB: POLING RES. EW2
• CLIENT: Ricks Custom Fence and Deck:rig 51912013
BRT
DECK LEDGER
Loading: 1 DL p5f LL p5f Total psf
10 40 1 50
a
T butady: 5 ft
1
MOM ft x 50 psf = 250 Of
' 250Ipif x I .33 ft = 332.5 #
V I Gd= 139 #
i UM:
332.5 = 2.33 (3) I Gd NAILS @ 16"O.C.
139
......... . . ..
,5e,sntic:
5,1, = 0.73
1 R = G.5
fi 1
V = 1 .25 W = 0. 135 W
R
Load:
19 ps1 x 20 x 10 = = 2 kips
1
VW = 0. 13 x 2.00 = 0.27 kips
'Lag Bolts: V I/4"505 5CREW 340 # - 340 t
W 114"505 SCREW: 340 # x 3" e 1020
V Governs: 0.27 1 0.34 = 0,79
0.79 = (1.41/4"5D5 SCREWS
UM 2x LEDGER W/ (3) I Gc1 NAILS @ - _
164 O.C. AND (1) I/4"505 SCREWS 4' O.C. a
_ J
5-9-15
eg-c
BeamChek v2007 licensed to:Sherman fngrneerrng, Inc. Reg if 7992-66413
POLING DECK JOIST ttU Q
DJ I Date: 5/09/13
5elccGon FT 2x 8 liP#2 #3' 1 6 in oc Lu = 0.0 Ft Lu @011 = 0.0
Conditions NDS 2001, Overhang, Repetitive Use. incised
Mm Bearing Area R I= 0.8 ane R2= 1.2 in2 (1.5)DL Defl= 0.07 in.
Data Beam Span 10.0 ft Reaction I LL 256# Reaction 2 Lt. 384 #
Beam Wt per ft 0# Reaction 1 11. 320# Reaction 2 TL 480#
BM Wt Included 0# Maximum V 347# Overhang Length 2.0 ft
Max Moment 768'# Max V(Reduced) 306 # Total Beam Length 12.0 ft
TL Max Deft L/240 11 Actual Defl L/475 011 TI Actual Defl L/2%
` LL Max Deft L/360 IL Actual Deft L/653 Oil LL Actual Deft 11 393
Attributes Section(ina) Shear(inz) IL Defl(In) LL Deft Oh TL Defl Oil IL Deft
Actual 13.14 10.88 0.25 0.18 -0.17 -0.12
Critical 9.82 3.83 0.50 0.33 0.20 0.13
Status OK OK OK OK OK OK
Ratio 75% 35% 51% 55% 84% 92%
Pb (psi) Fv(psi) E(psi x nnt) Fc 3(Psi)
Values Reference Values 850 150 1.3 405
Adjusted Values 938 120 I.2 405
_
Auutrnent5 CF Size Factor 1.200
ll
•
Cd Duration 1.00 1.00
Cr Repetitive 1.15
Ch Shear Stress N/A
Ci Incised 0.80 0.80 0.95 1,00
a Stability 1.0000 Rb = 0.00 Le = 0.00 Pt Kbe = 0.0
Cl Stability @ OI1 1.0000 Rb = 0.00 Le = 0.00 Pt
� Uniform LL: 53 Uniform TL: G7 = A (Uniform Ld on Backspan)
Par Una LL Par Und TL Start End
53 K= 67 (OM) 0 2.0
Uniform Load A I K
R I = 320 R2 =480
BACK-SPAN = 10 FT Oji = 2 PT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
w4.-
5-9-IS ,
169.1.
BcamChek v2007 licensed to:Sherman Engineering, Inc. Reg 1799246413 '
POLING DECK JOIST Ly)R
DJ2 Date: 5/09113
5ekcton PT 2x 8 fir#2 ® l 6 in oc Lu _ 0.0 Ft
Conditions NDS 2001, Repetitive Use, Incised
Mm Bearing Area RI= 0.8 m2R2= 0.8 int (1.5) DL Deft= 0.08 in
Bata Beam Span 10.0 ft Reaction I LL 267 # Reaction 2 LL 267 if
Beam Wt per ft 0 if Reaction I Ti. 333# Reaction 2 Tl. 333 N
Dm Wt Included 0# Maximum V 333#
Max Moment 833'# Max V(Reduced) 293 0
TL Max Deft L/240 TL Actual Deft L/429
LL Max Deft L/360 LL Actual Deft L 1 589
Attnbutes Section(ins) Shear (in2) TL Deft (in) U.Deft
Actual 13.14 10.88 0.28 0.20
Critical 10.66 3.66 0.50 0.33
Status. OK OK OK OK
Ratio 8 I% 34% 56% 6 I%
Fb(psi) Fv(psi) E(psi x mit) F=c i(psi)
Vakes Reference Values 850 150 I.3 405
Adjusted Values 938 120 1.2 405
Adjustments CF Size Factor 1.200
Cd Duration 1.00 1 .00
Cr Repetitive 1.15
Ch Shear Stress N/A
Ci Incised 0.80 0.80 0.95 1.00
' Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
. Loads Uniform LL: 53 Uniform TL: 67 = A
L__.________ Uniform Load A
R1 = 333 R2 = 333
SPAN = 10 FT
Uniform and partial uniform loads are lbs per bneal ft.