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RICK'S HILLSBORO 4543 SE TV Hwy (503)640-5434 Name '.•••••1(...t'0.'21) '�1 l4C4C
GRESHAM 20132 SE Stark (503)669-0795
CUSTOM FENCING & I)LCKING SALEM 8755 Portland Rd. NE (503)463-8331 Phone No.
VANCOUVER 11516 NE 66th St. (360)253-3792
www.RicksFencing.com TRI-CITIES 9120 W. Clearwater Ave. (509)736-3325 Email
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RICK'S HILLSBORO 4543 SEW Hwy (503)640-5434 Name +L�4,�rL �' (...
GRESHAM 20132 SE Stark (503) 669-0795
CUS"I'OM FENCING' & I)FCKINC SALEM 8755 Portland Rd. NE (503)463-8331 Phone No.
VANCOUVER 11516 NE 66th St. (360) 253-3792
WWwN.RicksFencing.com TRI-CITIES 9120 W. Clearwater Ave. (509) 736-3325 Email
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03/313f20 Scale: see legend
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FRONT VIEW RAIL
03/30/2013 Scale: see legend a 1 4 10 12
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Customer:
RIGHT VIEW RAIL
0' 1 4 10 12
03/30/2013 Scale: see legend
5herman Engineering, Inc. 3/5/ NE Sandy Blvd. 5te. /00, Portland, OR .97232
(503)230- 576 Ph (503)226-4745 fax
STACK DECK
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7 OR. • -
April IG, 2013
For:
RICV5 Custom Fencing and Decks
4543 'F r
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Subject: Sheet No.
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03130;2013 Seals:ase Wind
SHERMAN EN&INE1RIN6, I NG. 3151 NE SANDY Ei-VD.PORTLAND,OR 41232
(503) 22b-4145 FAX (503) 230-8876 PHONE
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PT 4x4 HF POST
FINISH GRADE
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FOU \OATI O1\ DETAIL
l-f I SCALE: I" - 1'-0"
5H t I,4N ENGINEERING, INC. ►,E -BLS 57E i�,, OR 47232
(503)?26-4745 FAX 3)230-8976 f 014E
RAIL POST CONNECTION:
P = 200 Ibs, M = 200*(38") = 1,600'4
Ft = 1,600/(4") = I,gO0 lbs
V,.228' = 240 lbs/in x (2) = 480 Ibs
EMBED, D = 000 / 480 = 3AS"
POST, S >= 1,600/2051(51 = 0312 INr3
"HANSEN" ALUMINUM RAIL
POST ® 6'-O" MAX
'HANSEN" ALUMINUM
PLR OCKG PER PLAN FACE MOUNT BRACKET
W/(4) 3/8"x5" LAG
SCREWS AS SHOWN
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RAIL POST/1-3=6‹ CO \N
FLRSTGUARDRAILI SCALE: i' = i'-0"
SHERMAN ENGINEERING, INC. 3151 NE SANDY MVP.PORTLAND,OR 41232
(543) 226-4945 FAX (503) 230-8816 PHONE
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EXIST WALL SHTG d 51DIN6
DEGK FASTENER INTO
LEDGER 4 .1ST O Ib" O.G.
FLASH BEHIND SIDING PT 2X LEDGER NV (3)
Ibd 0 24" O.G. it I/4" x 5" 525
HOOP SCREWS • 48" 0.G
IN/MIN. 2" EDGE DISTANCE
2X& DEGKIN6
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DECK JST PER PLAN
(19'-O" SPAN MAX)
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LEDGER
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2x DIA& BRAVO IN/
(2) Ibd EA JST d A35 TIE
TO RIM JST (OR TOP PL)
< JOIST/1\.ALL GO\\IEGT I ON
D FIrS2A dck-IO' SPAN SCALES I" = I'-0"
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46 /a) = 440 1-i/P1 = 9(357, Stti{ ,)
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A RSA = 35 75/soo
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BeamClrek v20O7/tensed to:Sherman Engineering, Inc. Reg#7992-66413
STACK DECK BEAM
DBI Date: 4/11/13
_ *lector? [PT 4x I 0 MF#2 Lu = 0.0 Ft
Condrtiorm NDS 2001 , Incised
Min Beanng Area RI = 4.I in2R2= 4.I Ina (1.5) DL Deft= 0.02 in
Data Beam Span 6.0 ft Reaction 1 LL 1320 # Reaction 2 LL 1320#
Beam Wt per ft 7.87# Reaction I TL 1674 # Reaction 2 TL 1674 #
lam Wt Included 47# Maximum V 1674 #
Max Moment 2510'# Max V(Reduced) 1244 #
TL Max Deft L/240 TL Actual Defl L/ >1000
LL Max Deft L/360 11 Actual Defl L/ >1000
Attributes Section (ins) Shear(int) TL Defi (in) LL Defl
Actual 49.91 32.38 0.06 0.04
Critical 36.92 15.54 0.30 0.20
Status OK OK OK OK
Ratio 74% 48% 21% 22%
Fb (psi) Fv(psi) E (psi x mu) Pc.i.(•si)
Values i Reference Values 850 150 1 .3 405
Ad ted Values 816 1 20 I.2 405
Adustments CF Size Factor 1 .200
Cd Duration 1 .00 1 .00
Cr Repetitive I.00
Ch Shear Stress N/A
0 Incised 0.80 0.80 0.95 _.-- 1 .00
0 Stability 1 .0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
a43 Uniform LL: 440 Uniform IL: 550 = A
Uniform Load A
/\ R2 1674
RI = 1674
SPAN = 6 FT
Uniform and partial uniform loads are lbs per lineal ft.
u_i a-13
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eeaniChek v2007 licensed to-Sherman Engmeerrng,Inc. Reg#7992-664 13
STACK DECK JOIST
DJ! Date: 4/11/13
5e(ction PT 2z I 0 1W#2 @ 16 sn oG Lu = 0,0 Ft
• Conditions NOS 2001 , Repetitive Use, Incised
Mm Bearing Area R I = I .1 in2R2= I.1 int (1 .5) DL Defl= 0.12 in '
Data I Beam Span 13.5 ft Reaction I LL 360 # Reaction 2 LL 360#
Beam Wt per ft 0# Reaction 1 TL 450 # Reaction 2 TL 450#
Bm Wt Included 0# Maximum V 450 #
Max Moment 15 19'# Max V(Reduced) 399 #
TL Max Defl L/240 TL Actual Dell L/362
LL Max Dell L/360 LL Actual Deft L 1497
Attributes Section (in3) Shear(int) TL Defl(in) LL Defl
Actual 2 t .39 1 3 88 0.45 0.33
Cntbcal 21. 19 4.98 0.68 0.45
Status OK OK OK OK
Ratio 99% 36% 66% 72%
Fb(psi) Fv(psi) E(psi x mil) Fc i(p5i)
Values Reference Values 850 150 1 .3 405
Adiusted Values 860 120 ' .2. 405
Adjustments CF Size Factor . 1.100
Cd Duration 1 .00 1 .00
Cr Repetitive I.15
Ch Shear Stress N/A
Ci Incised _ 0.80 0.80 0.95 1.t.•
• CI Stability I .0000 RE = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads Uniform LL: 53 Uniform IL: 67 = A
Uniform Load A
R 1 = 4,50 R2. = 450
SPAN = !3.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
• 511ERMAN ENGINEERING, INC.
3151 NE Sandy Blvd Ste. 100
Portland, OR.97232
JOB: Stack Residence DF I
CUENT: Rick's Custom Fence and Decking 4/11/2013
BRT
DECK LEDGER •
Loading: DL psf LL psf Total psf
10 40 50
Tributary: I 7 lft
ft x 50 psf = 350 plf
350 plf x I 1 .33 ft = 465.5 #
V1641= 139 #
USE:
465.5 = 3.35 (4) 16d NAIL @)1 G" 0.C.
139
Seismic: J
yds = 0.73
R = 6.5
V — 1 .2 5a5 W 0. 135 W
R
Load:
10 psf x 14 x ( 14 —1 = 1 .96-kips
VW = 0. 13 x 1 .96 = 0.26 lops
Lag Softs: V 1/4"5D5 SCREW 340 # = 340
W 1/4"5D5 SCREW: 340 # x 3" = 1020
V Governs= 0.26 / 0.34 = 0.78
0.78 = (1)11/4" 505 SCREWS
USE 2x LEDGER W/ (4) 1 6d NAILS @
1 G"O.C. AND (1) 1/4' 5D5 SCREWS 4' O.C.
SHERMAN ENGINEERING, INC. 3151 NE SANDY BLVD.PORTLAND,OR q 1232
(503) 226-4145 FAX (503) 230-8516 PHONE
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EXPIRES: 6/301 —
EXIST WALL SHTG 4 SIDING
DECK FASTENER INTO
LEDGER 4 JST 16" O.G.
FLASH BEHIND SIDING PT 2X RIM JOIST IN (2)
I6d (4 32" O.G. 4 1/4" x 5" SDS
WOOD SCREWS cf6" 0.6
IN/MIN. 2" EDGE DISTANCE
2X6 DECKING
DECK BEAM PER PLAN
SET ON DBL TOP PLATE
8 CONN W/ H2.5
2x STUD WALL @ 16" O.G.
2x DIAG BRAG'G ft
(2) 16d EA JST 4 A35 TIE
TO RIM JST (OR TOP PL)
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