Plans (68) RECEIVED
AUG 28 2013
CITY OFTIGARD
BUILDING DIVISION
CITY,OF TIGARD
Approved ... .:el ON [ 1-]-----
Conditionally Approved [ ]
See Letter to:Follow [ ]
Atta lied
Permit Nu •-r. LA w, �a'-0•' -.
Ad I ess: s. r , j l L .
By: 1-647111 Date: i1
Approved plans
shall be on job site.
OFFICE COPY
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DECK REPLACEMENT PLANS
A NEN IMAGE EXT. CARSON PROJECT BENTHIN
,>-, 9575 51,\I 90TH AVENUE
-n TIGARD,OREGON 97223 KELLY CARSON RESIDENCE DESIGN GROUP LW
-"m 503-481-9242 9420 SIN MILLEN DRIVE OREGON CITY,OR USA
TIM�ANIEXT.COM TIGARD,OREGON 97224 503-632-2862
GCB#185492 WASHINGTON COUNTY 1-800-698-9144
B1, 6
BENTHIN DESIGN GROUP LLC OREGON CITY, OREGON 97045
RESIDENTIAL STRUCTURAL CONSULTANTS
plans(2 scottbenthinassociates.com 503-632-2862
http://www.scottbenthinassociates.com 1-800-698-9144
GRAVITY LOAD SPECIFICATIONS:
BEAM CALCULATIONS - PER ATTACHED CALCULATIONS
THIS PROJECT CONFORMS TO THE SPECIFICATIONS SET FORTH IN THE:
2011 OREGON RESIDENTIAL SPECIALTY CODE (O.R.S.C.)
KELLY CARSON RESIDENCE
A NEW IMAGE EXTERIORS INC.
PLAN NO.: RESIDENTIAL REAR DECK REPLACEMENT
PROJECT NO.: 2013-7051
PROJECT ADDRESS:
9420 SW MILLEN DRIVE
TIGARD, WASHINGTON COUNTY, OREGON USA 97224
DESIGN SPECIFICATIONS:
SEISMIC DESIGN CATEGORY: D1
WIND SPEED: 95 M.P.H.
EXPOSURE: B (95 M.P.H. Wind Speed)
DECK/FLOOR LOAD: 40 PSF.L.L. with 1/360 Deflection
SOIL LOAD BEARING VALUE: 1500 P.S.F. (Assumed)
SITE ELEVATION: 184' Above Sea Level (Approximate)
FROST DEPTH: Deck—N/A
NOTE:DECK FOOTING ARE NOT REQUIRED TO EXTEND BELOW FROST LINE.
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EXISTING HOUSE LOCATION
(REAR OF HOUSE)
\\2613 ..1 1 s1z. 1 1of
DF 112 TO DECK LEDGER ?x8 DF#2 TO DECK LEDGER
MOTH K.DIAMETER x 4"LAG BOLTS WITH 14°DIAMETER x 4'LAG BOLTS
STAGGERED AT 17 00 5TA6GERED STAGGERED AT 17 00 5TA66ERED
•
\ /
4-264 CEDAR DECKING-`, I
—2�6 CIDAR DILKINb--r
1 /' I I 1
! RAISED DECK AREA MAIN DECK AREA
§ ' NO 24"ABOVE MAIN DECK NO HANDRAIL
_.cs
I ` I REQUIRED 11'k14°x17IHIGH 1T41T612"HIGH 36.HIGH
14'614.612"116H i I I CONCRETEPIERFOOTINGS 1 CONCRETE PIER FOOTINGS DECK RAILING
/
f CONCRETE PIER FOOTINGS 2 LOCATIONS
36"HIGH / 2LOOAibNS
DECK RAILING ♦ _.
466 PT POST 466 PT 1 46617110 466 PT I, OR PT POST
` / ` 466 PT BEAM e pp : Pt w% 466 BEAN ,,,'Il 466 BEAM
/ V.T 5](SOLID BLOCKING ABOVE)PL 11sm\\STO MAIN"42,4 (SOLID BLOCKING ABOVE) - PL 420%
I I I 1 , I I I PI�µT (soup BLOCKING ABOVE)
404 POST HANDRAIL 136'41614 / 464 POET HANDRAIL 464 POST HANDRAIL 464 POST HANDRAIL 36"HIGH •\464 POST HANDRAIL
RAIL DTT2 DECK RAILING 161/2-'SIMPSON'DTT] IW2-SIMPSON'PTT2 V'M2-51MP60N'DTT2 DECK RAILING/
W,]-SIMPSON'DTT2
8,-11" q•-1"
/ 2'-0" / 6-0" / 2-0" / 2-0" 6'-0" / 6'.0" 2'-0"/
/ 10'-0" / 20'-0"
/
/ 60-0..
DECK REPLACEMENT FLOOR PLAN
SCALE: 1/4"=1'•0"
NOTES:
1.EXISTING FINISHED GRADE MAY VARY SLIGHTLY FROM EXISTING FINISHED GRADE INDICATED.
2.PROPOSED REPLACEMENT DECK ONLY.DECK SIZE AND LOCATION TO BE EXACTLY AS EXISTING.
3.ALL MATERIALS EXPOSED TO WEATHER TO BE PRESSURE TREATED,CERTIFIED OUTDOOR WOOD,OR CEDAR.
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2x6 RAIL GAP EXISTING
2x4 TOP RAIL EXTERIOR WALL
,
4x4 POST
BEYOND \
2x2 VERTICAL PICKETS Q 2x6 PT RIM JOIST
Y"DIA.x 4"LAG BOLTS
4"MAX.SPACE BETWEEN ' in AT 12"OC STAGGERED
2x6 RIM....„,„„.....T1 2x6 CEDAR DECKING
Z w u C, EXISTING FLOOR STRUCTURE
w w o 4x8 BEAM SOLID BLOCKING
I a z 44 POST 2x6 DECK JOIST
S 14 WITH'3C46'GAP AT 16"0.G.
ILI p elIi EXISTING
FINISHED GRADE
'EPB46'POST BASE,
OR EQUAL 14'x14'x12"HIGH
CONCRETE PIER FOOTING EXISTING FOUNDATION WALLS
W/3-#4 HORIZ REBAR EW AND FOOTINGS
NOTE: DECK CIR055 SECTION
1.FROST DEPTH 12"
2.ALL HARDWARE SPECIFIED 15'SIMPSON'
SCALE:3/8"=1'-0"
44,BEAM
"
"`" 2x6 CROSS BRACES V fr
4x6 POST (SEE SPEGIFIGATIONS_ 4x6 BEAM
2x6 GROSS BRACE SPECIFICATIONS 4x6 POST '--. "` 2x6R,266 `"
,;' -_ (SEE BRACES "---- "'"
2x6 GR05BRAGE5
A.{i)3/e'DIAMETER THROUGH .� SPECIFICATIONS .„..�•�' �,.. (SEE SPECIFICATIONS_,,..-m*"~ Z
BOLT AT EACH CONNECTION '
B.SOLID BLOCKING AT INTERSECTION £f `,. '" 4x6 POSTS . �""
" 4�POST r 4x6 POST
0
OF MOD BRACES WITH ter' ar.. . _'" ,„„.., ,� ' .4,.
(1)3/6"DIAMETER THROUGH BOLTS(TYPICAL) "
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LU
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14'x14"x12"HIGH 14"14'x12"HIGH 14'x14"12"HIGH 17"x1'I"x12"HIGH 14"x14"x12"HIGH v J
CONCRETE PIER FOOTING CONCRETE PIER FOOTING CONCRETE PIER FOOTING CONCRETE PIER FOOTING CONCRETE PIER FOOTING \/
1"1/5-#4 HORIZ REBAR EW I^1/344 HORIZ REBAR EW 1.4/344 HORIZ REBAR EW Vv/4#4 HORIZ REBAR EW 1^//344 HORIZ REBAR EW V
DECK ELEVATION LU
CI
SCALE:3/8"= 1'-0" PAGE
3 OF 3
• 3
BeamChek v2010 licensed to:BENTHIN DESIGN GROUP LLC Reg#9077-2037
ANIE_CARSON DECK DECK JOIST
MEMBERI Date:8/26/13
Selection 2x 8 DF-L#2 @ 24 in oc Lu=0.0 Ft Lu @OH=0.0 Ft
Conditions NDS 2005,Overhang,Repetitive Use
Min Bearing Area R1=0.7 in2 R2=1.0 in2 (1.5)DL Defl= 0.25 in.
Data Beam Span 8.5 ft
Beam Wt per ft 0# Reaction 1 TL 453# Reaction 2 TL 647#
Bm Wt Included 0# Maximum V 482# Overhang Length 1.5 ft
Max Moment 933'i# Max V(Reduced) 416# Total Beam Length 10.0 ft
TL Max Defl L/240 TL Actual Defl L/409 OH TL Actual Defl L/262
Attributes Section(in3) Shear(in2) TL Dell(in) OH IL Defl
Actual 13.14 10.88 0.25 -0.14
Critical 9.01 3.46 0.43 0.15
Status OK OK OK OK
Ratio 69% 32% 59% 92%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1242 180 1.6 625
Adjustments CF Size Factor 1.200
Cd Duration 1.00 1.00
Cr Repetitive 1.15
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft
Loads
Par Unif TL Start End
H=110 0 8.5
K=110 (OH) 0 1.5
H K
R1 =453 R2=647
BACKSPAN=8.5FT OH=1.5FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
BeamChek v2010 licensed to:BENTHIN DESIGN GROUP LLC Reg#9077-2037
ANTE CARSON DECK DECK BEAM
MEMBER2 Date:8/26/13
Selection 4x 8 DF-L#2 Lu=0.0 Ft Lu @OH=0.0 Ft
Conditions NDS 2005,Overhang
Min Bearing Area R1=2.0 in2 R2=3.3 in2 (1.5)DL Defl= 0.23 in.
128t8. Beam Span 8.0 ft
Beam Wt per ft 6.17# Reaction 1 TL 1234# Reaction 2 IL 2057#
Bm Wt Included 62# Maximum V 1399# Overhang Length 2.0 ft
Max Moment 2314'i# Max V(Reduced) 1200# Total Beam Length 10.0 ft
TL Max Defl L/240 TL Actual Defl L/415 OH TL Actual Defl L/269
Attributes Section(in') Shear(in2) TL Defl(in) OH TL Defl
Actual 30.66 25.38 0.23 -0.18
Critical 23.73 10.00 0.40 0.20
Status OK OK OK OK
Ratio 77% 39% 58% 89%
Fb(Psi) Fv(psi) E(psi x mil) Fc. (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1170 180 1.6 625
Adjustments CF Size Factor 1.300
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft
Loads
Par Unif TL Start End
H=323 0 8.0
K=323 (OH) 0 2.0
H K
R1 =1234
R2=2057
BACKSPAN=8 FT OH=2 FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
•
BeamChek v2010 licensed to:BENTHIN DESIGN GROUP LLC Reg#9077-2037
ANTE CARSON DECK DECK BEAM
MEMBER2 Date:8/26/13
Selection 4x 8 DF-L#2 Lu=0.0 Ft Lu @OH=0.0 Ft
Conditions NDS 2005,Overhang
Min Bearing Area R1=1.0 in2 R2=3.0 in2 (1.5)DL Deft= 0.02 in.
Dclift Beam Span 5.0 ft
Beam Wt per ft 6.17# Reaction 1 TL 617# Reaction 2 TL 1852#
Bm Wt Included 46# Maximum V 1029# Overhang Length 2.5 ft
Max Moment 1029 Y# Max V(Reduced) 830# Total Beam Length 7.5 ft
TL Max Defl L/240 TL Actual Deft L/>1000 OH TL Actual Deft L/>1000
Attributes Section(ire) Shear(int) TL Defl(in) OH TL Defl
Actual 30.66 25.38 0.02 <0.01
Critical 10.55 6.91 0.25 0.25
Status OK OK OK OK
Ratio 34% 27% 7% 0%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1170 180 1.6 625
,4diustments CF Size Factor 1.300
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft
Loads
Par Unif TL Start End
H=323 0 5.0
K=323 (OH) 0 2.5
H K
•
R1 =617 R2=1852
BACKSPAN=5 FT OH=2.5 FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
EXISTING HOUSE LOCATION
(REAR OF HOUSE) -
TO DECK LEDGER \\TO DECK\ WITM'h"DIAMETERx4'LAG BOLTS WITH Si"DIAMETERx4"LAG BOLTS
STAGGERED AT 12.OL STAGGERED STAGGERED AT 12"O STAGGERED\ %HIGH
� \
DECK RAILING
AA \ g� gg� gg� gg� / Ag
gg gi> ggr 1 ®fit 1'' yy g yg I I
A `,A A A A/ RA A A A A A A N A A A A AAA ;;"'.4 TOES TING GRADE
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-4— ►
2x6 CEDAR DECKING-14 f-2x6 CEDAR DECKING—►
w RAISED DECK AREA MAIN DECK AREA x4 POST
4
• RAISED 24.ABOVE MAIN DECK NO HANDRAIL
/ I I /REQUIRED I ISTEP SPECIFICATIONS
6"MAX STEP RISERS
/ 1"MIN.D NO SNG
36"HIGH ♦ 1 .. "TREAD NOSING
DECK RAILING 4,44 POST - 44 POST 44 P05T - -
POST 44 POST
&PIER FOOTING &PIER FOOTING -&PIER FOOTING &PIER FOOTING &PIER FOOTING
——
—
w
/ DECK MILINb
�i / 4x6)BEAM STEPS DOWN 04 4.5 BEAM 4x6 BEAM
. -- (SOLID BLOCKING ABOVE) MAIMI 'DELK (SOLID BLOCKING ABOVE) I(SOLID BLOCKING ABOVE) —`
44 POST 44 POST 44 POST 4x4 POST 4x4 P05T
HANDRAIL 36"HIGH // HANDRAIL HANDRAIL 36"HIGH HANDRAIL 36"HIGH HANDRAIL
DECK RAILING DECK RAILING DECK RAILING
/ 5'-11" 4'")"
/
/24"
° / V-0"
/2-0"
/2'-0"
/ V-0" / 5-0 .�2.-0"/
/ 10.-0„ / 20'-0"
/
/ 30.-0"
,
DECK REPLACEMENT FLOOR PLAN
SCALE: 1/4"= 1'-0"
NOTES:
1.EXISTING FINISHED GRADE MAY VARY SLIGHTLY FROM EXISTING FINISHED GRADE INDICATED.
2.PROPOSED REPLACEMENT DECK ONLY.DECK SIZE AND LOCATION TO BE EXACTLY AS EXISTING.
3.ALL MATERIALS EXPOSED TO)HEATHER TO BE PRESSURE TREATED,CERTIFIED OUTDOORYVOOD,OR CEDAR.
4.ALL NAILS AND CONNECTORS IN CONTACT TO PRESSURE TREATED YVOOD MATERIALS TO BE'HOT-DIPPED'GALVANIZED. Z
5.DECK FOOTING DEPTHS NOT REQUIRED TO EXTEND BELOYV FRONT DEPTH.
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2x6 RAIL CAP EXISTING
2x4 TOP RAIL /
EXTERIOR WALL
-T
4x4 POST
BEYOND
2x8 PT RIM JOIST
2x2 VERTICAL PICKETS Q WITH Y"DIA.x 4"LAG BOLTS
4"MAX.SPADE BETWEEN in AT 12"OC STAGGERED
I 2x6 CEDAR DECKING
2.6 RIM „E
� u'X EXISTING FLOOR STRUCTURE
4x5 SEAM AO SOLID BLOCKING
4x4 POST
2x5 DECK JOIST
AT 15"O.G.
EXISTING IF
FINISHED GRADE
PRE-CAST(EXISTING)
DECK FOOTINGS
WITH POST BASES
EXISTING FOUNDATION WALLS
AND FOOTINGS
DECK CROSS SECTION
SCALE:318"= 1'-0"
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