Plans (6) 4-e, elan 1/0
6iA)1
if3(
CITY OF TIGARD
Approved by Planning
Date: /-2/-2_0//6
Initials: 1
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1•2-1-too s 4J 1314.
l Ihjard, UR 97 2Z3
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Brian W. Doyle,P.E.
Residential&Light Commercial l G; J
Structures and Foundations U
6' 17,427 It r
Doyle Engineering Inc.
24001 NE Ellis Lane RECEIVED
Newberg,OR 97132 110,_
9 ,,sttEGO �r
Tel 503.538.2380 DEC 2 0 2018rAr 1"'. 7-• 2s, �° O'
doyleb@asme.org Y gTC�. .
CITY OF TIGARD
3UILDING DIVISION 4;�o; J
Brian W. Doyle
Oregon PE#17,427
15 December 2018
Stan Moore
Moore Construction
6107 SW Murray Blvd. #263
Beaverton, OR 97008
<stan@mooredecks.com>
503-522-0047
re: Worth
12400 SW 131'Ave
Tigard, OR
You designed a new deck in two sections—an upper 12'x 15'deck and a lower 12'x 16'deck
to be erected against the house wall. I have provided one detail followed by four pages of your
drawings.The following notes and adjustments are applicable.My attached notes show the basis for
the beam sizes.
1. Joists are 2x8,with 2' max spacing(16" required with synthetic decking)—see Al.
2. Beams are either 4x6 #2DF with three support posts (A2) as shown on drawing pages 2
&5 or 4x8 with two support posts(A3&A4)(not shown).For the two support option,space
the supporting post/footings 11' apart.
3. See additional notes on my drawing 1 of 5.
end of file
F 0 R T E .g MEMBER REPORT Deck,Floor.Joist PASSED
1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 24" OC
Overall Length: 12'
`^.• x e -3 z*' ••yk .. ,. tea. Tf $ _ -',
+ rralio,:,,,iriit):;44_,,,zitt.,244,,:ty,..44.44,t414111 ,,,„,,,,u , * wer,,, ,„,.„, —
M
k
o
o
2 10'
o a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
'�' „, .. :. '. '. -<... ..,4 f, System:Floor
Member Reaction(lbs) 446 @ 11'8 1/2" 1406(1.50") Passed(32%) ,,.:F -- 1.0 D+1.0 L(Alt Spans) Member Type:Joist
Shear(lbs) 402 @ 2'10 3/4" 1305 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 1058 @ 6'11 9/16" 1360 Passed(78%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015
Live Load Defl.(In) 0.197 @ 6'11 1/8" 0.239 Passed(1/581) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO
Total Load Defl.(In) 0.228 @ 6'11 1/4" 0.478 Passed(1/504) -- 1.0 D+1.0 L(Alt Spans)
T3-Pro" Rating N/A N/A -- -- --
•Deflection criteria:LL(1/480)and TL(1/240). '
•Overhang deflection criteria:LL(21/480)and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 10'4"o/c unless detailed otherwise.
• Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'9"o/c unless detailed otherwise.
•A 15%increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
•No composite action between deck and joist was considered in analysis.
rnK
s - `sat -i ;.N TeE'AI',a', • # ?,
• 11 .4> tit ;. .
1-Beam-DF 3.50" 3.50" 1.50" 100 573 673 Blocking
2-Hanger on 7 1/4"SPF beam 3.50" Hanger' 1.50" 68 406 474 See note'
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
•At hanger supports,the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger
• 'See Connector grid below far additional information and/or requirements.
ex
as ,` " 1" ".msc `[ _ ; r , � i 6'y; . ir'� � � �- - kt 14 b-2-Face Mount Hanger W26 1.50" N/A 6-lOd 4-l0[1x .5 None
,a i'lk'.
0.. r s> M ql
w
1-Uniform(PSF) 0 to 12' 24" 7.0 40.0 Residential-Living
Areas
�.� °�; SUSTAINABLE FORESTRY(NRATIVE1+-..41.4.",a-';.A� ,r - :.:,- . " , im:'; -
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
•
Forte Software Operator:' ;ob Notas 12/14/2018 3:43:54 PM
Briar Doyle Forte v5.4,Design Engine:V7.1.1.3
Doyle Engineering Inc
(503)538-2380
doyleb@asme.org
F 0 R T E a MEMBER REPORT Deck,F/oor.Drop Beam PASSED
1 piece(s)4 x 6 Douglas Fir-Larch No. 2
Overall Length:15'
I1II1ft1 !
%'' s' � : Itc:
r o
2' X 5'6' s 5'6"
0 o a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
77,
.mac nw ...;x.T,i�er amc ,s„. . ,.M€,:ar..,.ce....`,.'...1,,,.......L,1",::: was ..,.. .,v3. ,.,e,az_vra;;2., ,, - System:Floor
Member Reaction(lbs) 2214 @ 7'6" 7656(3.50") Passed(29%) 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam
Shear(lbs) 901 @ 8'1 1/4" 2310 Passed(39%) 1.00 1.0 D+1.0 L(Adj
Spans) Building Use: esidenal
Moment(Ft-lbs) -1160 @ 7'6" 1720 Passed(67%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015
Live Load Deft.(In) 0.088 @ 0 0.200 Passed(24/586) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD
Total Load Defl.(in) 0.091 @ 0 0.215 Passed(24/566) -- 1.0 D+1.0 L(Alt Spans)
• Deflection criteria:LL(1/360)and TI.(1/240).
•Overhang deflection criteria:LL(0.2")and TL(24/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 15'o/c unless detailed otherwise.
• Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
1 Column DFaa�: ��. ' ._T ,"s
3.50" 3.50" 1.50" 263 1471 1734 Blocking
2-Column-DF 3.50" 3.50" 1.50" 296 1917 2213 Blocking
3-Column-DF 3.50" 3.50" 1.50" 263 1471 1734 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
}'-; -- . i',." .- r z.-;;: s F-..�": ki r -.�` ,_3_,z "..-t,r
.ht .X"^.� ark�y �� �%�y- , :�ff� .�t '�'�` `s�3.� �:sn=. 4 ti` v; '?.� '.c`���
0-Self Weight(PLF) 0 to 15' N/A 4.9
1-Uniform(PLF) 0 to 15'(Front) N/A 50.0 286.8 Linked from:Floor:
di Su•••rt1
� ".�.z,.. dc�rP � ¢:Zz7-;--r71,:t� h�. �v�m�r�e:..n.ffZ,,�,.
design
l'-�'- <.: SUSTAINABLE FORESTRY INfTiP.TIVE
Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser designYYY
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this softwaarebe is not intended too circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www,weyerhaeuser.com/woodproducls/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Ftt1te SQ1ev8re Operator: Job'Notes
"
Brian Doyle 12/14/2018 3:49:41 PM
Doyle Engineering Inc Forte v5.4,Design Engine:V7.1.1.3
(5C3)538-2380
doyiebOasme org
Page 1 of 1
•
,, F O R � C a MEMBER REPORT Deck,Floor Beam-2 Supports PASSED
aim V 1i G 2 piece(s)4 x 8 Douglas Fir-Larch No. 2
Overall Length: 15'
+ ` 3 ,.
2 11' 2 1,
a a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
y` < .vl.: �.: System:Floor
,:!,1477::71-7,1w4;.41:77..�. �. �._ " .� ��� .. •mom ' �� � ..
Member Reaction(lbs) 2682 @ 2'1 3/4" 15313(3.50") Passed(18%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam
Shear(lbs) 1670 @ 2'10 3/4" 6090 Passed(27%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential
Moment(Ft-lbs) 4863 @ 7'6" 5979 Passed(81%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015
Live Load Defl.(In) 0.238 @ 7'6" 0.357 Passed(1/539) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD
Total Load Defl.(In) 0.281 @ 7'6" 0.535 Passed(1/458) -- 1.0 D+1.0 L(Alt Spans)
• Deflection criteria:LL(L/360)and TL(L/240).
• Overhang deflection criteria:LL(21/360)and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 15'o/c unless detailed otherwise.
• Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15'o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
, -* x A�^
1-Column-OF 3.50" 3.50" 1.50" 471 2210 2681 Blocking
2-Column-DF 3.50" 3.50" 1.50" 471 2210 2681 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
•
o-Self Weight(PLF) 0 to 15' N/A 12.9
1-Uniform(PLF) 0 to 15'(Front) N/A 50.0 286.5 Linked from:Floor:
hist,Support i
; a- ,._ y , f
SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended.to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is
compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IC_C ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Fort4.S�tware.Operator Job Notes. 12/14/2018 3:56:19 PM
Brian Doyle Forte v5.4,Design Engine:V7.1.1.3
Doyle Engineering Inc
(503)538-2380
doyleb r@asme org ) Pana 1 of 1
F o R T G * 2 MEMBER REPORT Deck, 16'Deck Beam-2 Supports PASSED
piece(s) 4 x 8 Douglas Fir-Larch No. 2
Overall Length: 16'
n i- d �e S
2'6"
11'
2'6"
CI
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
tt
4" � � ' � 1* System:
Member Reaction(lbs) 2889 @ 2'7 3 Floor
/ 15313(3.50") Passed(19%) -- 1.0 D+1.0 L(Adj Spans) Member T
Shear(lbs) 1702 @ 3'4 3/4" 6090 (28%) Type:Drop Beam
Moment(Ft lbs) Passed 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential
4788 @ 8' 5979 Passed(80%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015
Live Load Load
(n) 0.238 @ 8' 0.357 Passed(1/539)
Total oadd fl. )) 0.275 @ 8' -- 1.0 D+1.0 L(Alt Spans) Design Methodol
0.535 Passed(1/467 °� ASD
•Deflection criteria:LL(L/360)and TL(L/240). ) 1.0 D+1.0 L(Alt Spans)
•Overhang deflection criteria:IL(21/360)and TL(21/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 16'o/c unless detailed otherwise.
•Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'o/c unless detailed otherwise.
•Applicable calculations are based on NDS.
F44.`Pr Ild,:1474M,'V,,,,:'''. 4;77,,td.,'..r.,,rt:7:, l';'--17'' , '''F'''''19''XI: 2111„i wit'.':7, 04 '4,1Y.P.M
rF 3
1-Column DF . a " •
3.50" 3.50" 1.50" 503 2386 2889 .a Blocldng
2-Column-OF 3.50" 3.50"
1.50" 503 2386 2889 Blocking
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
0-Self Weight(PLF) 0 to 16' N/A( 12.9
1-Uniform(PLF) 0 to 16'(Front) N/A Unked from:Floor:
50.0 286.5
Jot Su rt 1
. a i. �"t ..'` -� `.... 1 tea'' '
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuserbli R, "ts �' s1"'°'" SUSTAINABLE FORESTRY INRUtTIVE
Weyerhaeuser expressly disclaims any other warranties related to the software.Use ofthsoftware Is not intended to circumvensign criteria and t the designeeedfor a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is
compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducis/document-library.
The product application,input design loads,dimensions and support information have been
provided by Forte Software Operator
•
arLG � Job Nags
Brian Doyle 12/15/2018 11:05:14 AM
(503)DoylEngineering Inc
Forte v5.4,Design Engine:V7.1.1.3
(503)538-2380
doh leb@asm e org
Page 1 of 1
re—
GENERAL NOTES:
NB
` See additional 4 drawing sheets for deck►.
configuration and details. 0
N ca
1. Suggested stair pitch is 7" rise(8"Code max)and CI
►.► 11" run(10" Code min). N c
LSCZ connector >
2x12 Stringers 2'max spacing y IIIP-. 2. Minimum number of stringers is one per each 2'of Q U
stair width. Paint cut ends/edges of PT lumber with U N fa
preservative. N .t— t/1
STALR STRINGER ATTACHMENT - , LZ
scale: 1"=2' 3. Connect stringers to deck with LSCZ connector or a Ch
as approved by Building Official.. o
_c O Z
4.All wood exposed to rain must be pressure treated = 0- -v
/ of rot resistant. Unless the wood stays dry,use N Q
' °° Deck Fra ingJ screws for all connections--nails will back out over
e -' Stair Stringer
time.
°
/ ,ts
ot
+�1
LSCZ
,,,Ipicaltion Q� (6,4'5 17 427 9
Installation: irr-
•
• Before fastening,position the stair stringer with the LSCZ on the carrying member to verify where the /� i ////
bend should be located. ✓'/�•, i �"" 11r""°"�"" Dots
i
• Tabs on the LSCZ must be positioned to the inside of the stairs. , % Q1REGO? =tr
• The fastener that is installed into the bottom edge of the stringer must go into the second-to-last hole. �-1 °7- 28, ''4'' > Doyle
• A minimum distance of 3A"measured from the lowest rim-joist fastener to the edge of rim joist is O
41/EB`T q Engineering Inc.
Fasteners (/
2
rl
ModelNails
SD Screws 24001 NE Ellis Ln
N
No.. Newberg,Or 97132
Rim Joist Stringer Stringer Rim Joist Stringer Stringer 503-538-2380
Wide Face Narrow Face Wide Face Narrow Face doyleb@asme.org
) LSCZ 8-10dx1'/z 8-10dx1'/2 1-10dx1'/2 8-SD#9x1'/2 8-SD#9x1'/2 1-SD#9x1'/2
1.Indicates connector is available in stainless steel.Replace Z in model number with SS when ordering. Stainless steel 'Moore-Worth `•
models must be fastened with nails. n5Dec2018 115
2.Refer to current Wood Construction Connectors catalog for additional information. L ,`as noted
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Ip3 O(4 \ Dec
1 4X4 posts (pickets and
rails not shown for clarity)
Simpson DTT2Z
with (2) ft".dia. galvanized through
bolts with washers at far side
Decking...4. PJVYIM1P'"fi
railliall .',11! __i
1 i/20 min, "6"411rAiNk I in all ' (21 42, dia. galvanized through
rionirolfilleill_i bolts with washers
ihmigAINIIIICL4JiiiiIIIN!
2X8 deck_______ 2X8
2X8 rim joist with
joints (3) 16d nails at each joist
4k. ) : Le-eliki- AffitchotheA+
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