Specifications 17 r2-"2o-Cc2 'z-
Project: Hiles oss Covered Patio Date: 6/15/2020
7524 SW Red Cedar Way ECE L Page: 1
Tigard, OR, 97223 , By: JRS
Client: Caitilin Pope Daum Job #: 219391
ii1,I1M)NG DNISiONN
ADP1TIo 4L CALGcdtAr1ONs
row-
I-I ►LLIc)RUSS C_.O1 z I) PA-TrO
1!\°*1'HO 9S',sj OFFICE COPY
25PE `e.
/D y 23, !ge'o 01
9�RT J GOP
EXPIRE jefr/
bSIG, lea/ DS'
t?oor"= 45 PSP= 6S6)
PATIO �U ISF L
SOIL !S 1 F CASSIA MEp)
Grummel Engineering LLC—920 SW 3rd Ave.,Suite 200,Portland,OR 97204-Phone: (503)244-7014
Project: Hilligross Covered Patio Date: 6/15/2020 4
7524 SW Red Cedar Way Page: 2
Tigard, OR, 97223 By: JRS •
Client: Caitilin Pope Daum Job #: 219391
' tIr'1I''IARY OF = yicioic
,A; 'IS; '
LTEDREIR
REMOVE
(''- ri=ri
!Si', , , , . ....
*FA . 1 ; g� '� 13'�Z 66/3
1 I d' O N A t00 1 ' yy- �EW SLK
j1 A LI n 11
l I —seam 1 �.
i 1 $�M Om' L
, 1 CY
i
� 83
1
0 I I
7 I 1
Ira
L 1
F
p• B% ODOR OF DRAM C
PATO
.'` - 416111.4116,
.y
.._ :. 1 ''' ,4 2�'' SQ,Xice" 1 -e
CONC.FIR
TRIM POST n.. 10 BA-i2s �A, �A^i
P.
A.
OONL b O G.
la K4 EARS•]4'7,- •:. ALL JOIST
rOC.E4 IL4Y. J TMAT EXTEND OA �,T�y.1y-�� ���(�[)
' /. IL A'OF 114 •• LINE _ 1 ` / „ !I fl
1 T I Lk iJ IS 4 ' /} �NI
F
.IOIIIE J
la'DO.Kr.o oar
AREA)
CONC.FT a„ sa. x i-cn" ,gyp
L_J •_ ,
' CONC.Pi6. _.._
-_..- PLAN TE N NO .
l CON111ACT Ir rn U FOR ALL
Grununel Engineering 1.1.0-920 SW 3'd Ave.,Suite 200,Portland,OR 97204-Phone: (503)244-7014
%j "V K I t' PJIX:7 MEMBER REPORT PASSED
Roof,Roof:Additional Drop Beam 6/15/2020
1 piece(s)5 1/2"x 13 1/2"24F-V4 DF Glulam 3
JRS
Overall Length 18'4"
�Sr aj ,!
0 0
, Y
17'9"
0 02
AB locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Awaits Maaa•Lamegn iMmea mow tomtamaortionDlamm): *stem Roof
Member Reaction(Ibs) 6124 0 2" 8181(3.50") Passed(75%) — 1.0 D+1.0 S(Ail Spans) Member TYOe'Drop Beam
Shear(Ills) 5177 D 1'5° 15085 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) °is"" use`Residential
Pas Moment(Ft-tbs) 27056 0 9'2• 38293 Passed(71%) , 1.15 1.0 D+1.0 S(Al Spans) �Code:Method�zo150
Live Load Dell.(In) 0.582 @ 9'2" 0.600 Passed(1/371) — 1.0 0+1.0 S(Ali Spans) Member Pltdi:0/12
Total Load Defl.(In) 0.777 6 9'2' 0.900 Passed(L/278) — 1.0 D+1.0 S(AII Spans)
• Deflection arcane:U.(1/360)and TL(1/240).
•Top Edge Bracing(Lu):Top compression edge must be braced at 18'4"o/c based on loads applied,unless detailed othev#se.
•Bottom Edge Bracing(Lu):Bottom oanpresslon edge must be t*aced at 18'4"o/c based on loads applied,unless detailed otherwise.
•orl6d waive moment adjusted by a volume factor of 1.00 that was calculated using length L-18'.
•The effects of pos8he or negative camber have not been accounted for when calculating daktaan.
•The spedred*darn Is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer.
•Appticable calculations are based on K IS.
Reivi e1rtgBe Magda to lappets(ahe)
Supports 'fetid AvagebM s Itespigred Dead Iltear6Md 'Dsi MI ed Tel*
1-Stud wail-SPF 3.50' 3.50' 2.62' 1540 1833 4583 1375 9331 Blocking
2-Stud wag-SPF 3.50" 3.50' 242' 1540 1833 4583 1375 9331 gloddng
•Bloddng Panels ere assumed to carry no loads applied diratty above them and the NI Iced Is applied to the member being designed.
ReatUm IAMB Vied
Vertical Loads tacsuoa(9 I) mammy width (SM) (a. - novas 2:2 ( ) ( Canaries
0-Sot Weight(PtF) 0 to 18 4' N/A 18.0
1-Uniform(PSF) 0 to 18 4"(Top) 10' 15.0 20.0 50.0 15.0 Default Load
wevedumaitar tutu
. ,.
Weyerhaeuser warrants that the slog of Its products WI be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser erpreuty dbdnlns any other warrant es
related to the software.Use of this software Is not leer ded to aaanset the need for a design professional as determined by the authority having jurisdidlon.The designer of resod,builder or framer Is
responsible to assure that this aladadon is compatible with the overall project.Accessories(Rim Board,Blo li g Panels and Squash Blocks)are not designed by this sclbss'e.Products manufactured at
Weyerhaeuser fatties are third-party caBaed to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by Iw-ES under evaluation reports BR•1153 and ESR-1387
ed/or tested In accordance with applicable ASTM standards.For current code evaluation rePats,Weyerhaeuser product*waive and IrstalWTlon details refer to
wow.weyereasser.mNwoodproduas/dccumerdibrary.
The product application,input design loads,dhn rams and support information have been provided by ForW IEB Software Operator
Fos UWSa Software Operator lob Notes
Joanne 5h 6/10/2020 7:52:27 PM UTC
Grummet E glneeri g FotteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0
(503)244-7014 IIII11ii
joannestdelds75649gmail.co m Weyerhaeuser File Name:219391 Hllligross Covered Patio
fill
f V II 1 E WEB MEMBER REPORT PASSED
Roof, Revised Roof:Join 6/15/2020
1 plece(s)2 x 12 Douglas Fir-Lards No.2 Q 12"OC 4
JRS
Sloped Length 20' 6 3/8'
e r'{ s r/7 \a L f � • �v
1 1 q
12
2'3" 14'9' 2'
0
A0 locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:20'9 3/16'
Dedals Ratuits Aabiell i#M3.Mleir Nb . flash for welds Ceekkradkas'~") System:Roof
Member Reaction(Its) 667 Ca 2'5 3/4' 3614(5.50") Passed(18%) -- 1.0 D+1.0 S(Adj Spans) "Type'Joist
Building Use:Residential
l
Shear Obis) 430 6`.3'7 7/16" 2329 Passed(18%) 1.15 1.0 D+1.0 S(Adj Spans) Buildup Cade:MC 2015
Moment(R-Ibs) 1780 0 10 1 5/16" 3138 Passed(57%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD
Live Load Deft.(In) 0.212 D 10'1 1/8" 0.523 Passed(L/889) — 1.0 D+1.0 5(Alt Spans) Member Pitch:3/12
Total Load Del.On) 0.273 ton 10'1 1/8" 0.784 Passed(L/689) — 1.0 D+1.0 S(Alt Spans)
•Deflection criteria:LL(L/360)and TL(L/240).
•Overhang deflection criteria:LL(21/360)and TL(21l240).
•Top Edge 8radn g(Lu):Tap compression edge must be braced at 8'2"o/c based on loads applied,Wass dataded otherwise.
•Bottom Edge Bredng(Lu):Bottom compression edge mast be traced at 20'6'o/c based on loads applied,unless detailed otherwise.
•A 15%Increase In the moment capacity has been added to account for repetitive member usage,
•Appllabk calaulatiorns are based on NDS.
BestinftiLanflth Loads to rbe.(M•)
Suppothc -. . Told: Available Odegsgtei' Maid_.. Roale Olive BMW raw Aa roltr
1-Beveled Plate-SPF 5.50' 5.50' 1.50' 157 204 510 158 1029 Mocking 2-Beveled Plate-5PF 5.50' 5.50' 1.50" 151 198 495 166 1010 aladdng
•Bloddng Panels are assumed to carry no loads applied directly above them and the fuel lied is applied to the member being designed.
MOM Reef Uri cola WNIed
VitilleCid tAAadi ix+Bon(ia.) Samdao (BM tale SicW Pas) 4410 040 cwaalee
1-Uniform(PSF) 0 to 1V 11" 12' 15.0 20.0 50.0 - Default load
2-Uniform(PSF) 0 to I0' 12' - - - 15.0
3-Uniform(PSF) 10'to 19'11' 12" - - - 17.0
Weyerhaeuser warrants that the skiing of Rs products wIN be In accordance ugh Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdains any other warranties
related to the software.Use of this sofbaere Is not Intended to droanved the need for a design professional as detenaned by the authority having jurisdidian.The designer of record,builder or framer is
responsible to aurae that this alouletlm Is mnpetlhle with the overall project.Ammorks(Rim Board,Madera Panels and Squash B cads)ere not ddged by this software.Products manufactured at
Weyecnaeser fadlitles are tied-patty certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evahetlon reports BR-1153 and ESt-1387
and/or tested in aacvrda ce with applicable ASTM star Wads.For nruent code evduation reports,Weyerhaeuser product literature end mstagdon dolma refer to
wvnw.weyehaeser mn/woodpodsps/domment-ilbrary.
The product application,Input design loads,dimedons and support irdarmaion have been provided by Forte'f+B Software Operator
FertLWEB Software Operator lob Notes 6/10/2020 7:52:27 PM UTC
Joan shields
trammed Engineering ForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0
joan)�ads7456egmall,cam Q'cyerhacuur File Name:219391 Hilligross Covered Patio
Project: Hilligross Covered Patio Date: 6/15/2020
7524 SW Red Cedar Way Page: 5
Tigard, OR, 97223 By: JRS
Client: Caitilin Pope Daum Job #: 219391
Pa)rl N6, D .5161v
L.04-D TU 1�GYJ17&J sr�- (ST F t-5UP5 (10L 3`' L = 6zq#
63z9#
FT6 Sao` 1 r5F z pi
Grummel Engineering LLC—920 SW 3cd Ave.,Suite 200,Portland,OR 97204-Phone: (503)244-7014
•
Project: Hilligross Covered Patio Date: 6/15/2020 t.
7524 SW Red Cedar Way Page: 6
Tigard, OR, 97223 By: JRS
Client: Caitilin Pope Daum Job #: 219391
Po,rN& DE S'6--I cam.i
t- 5o PI.F
=SUPSFL�vla' -soo Put
T T 1 `frAvT : 0-F-
�k�y2� ` 3j
k
RLU" g40"
'3 4l1.1iNE Mac S` sS
rvi4A A r 5
Ge-MT62 rwri/46 ; p-rrr 6 5U Pr(9/-D')=5q.50#
r�= i o3,Vax 67 -0"")= `1Z1ikT
5 = �CZ it 3T'Pr3
SC-So# _ F74"1 'r = it/b3 PSG t S/Z F = 2006.15F, 9211
THY 1-1-6" Ste, F r� ��x2- A =b,ZS -r�; s= 26
3
5 fi 1Z--1 = 936 psr ± 277 PSG= / J3 F ', 6 5�i F
4.
IZ 13 fSf C 15 PSr (, y,+M 1L csm4ci r'>, '. ' use
r6k N,v7cy) 6Aizs Y
Grummet Engineering LLC—920 SW 3M Ave.,Suite 200,Portland,OR 97204-Phone: (503)244-7014
s Project: Hilligross Covered Patio Date: 6/15/2020
7524 SW Red Cedar Way Page: 7
Tigard, OR, 97223 By: JRS
Client: Caitilin Pope Dawn Job #: 219391
FOOT/ -J6 [26S tG rt-1 c co/-a
01,473)1) F T7�-f'lss
p-rot = 650 Z/Zs#
' _
�7 Z) �t
S ;=:. -6 - 3 = 0. 56rr3
�M 7�Z5 7= 130o ( c ± 17,801 F'25 F ,
ZZSf - a54r7-3
rizy V-a ' SGz. F .
4975* '-)Z 1 P
�, 33r"7� `7�,1 �� r 5NZ = 1Z73 ,
+ ill
SSE Z ` F7 ,. W/ g*KS EA, k" I
ci I UD- POST L-. U C-t,Os Z 1 USt;
�. � L ( n
0-7660E
I5CwI t_-)
rzyna
Grununel Engineering LLC—920 SW 3'd Ave.,Suite 200,Portland,OR 97204-Phone: (503)244-7014
Project: Hilligross Covered Patio Date: 6/15/2020 P,
7524 SW Red Cedar Way Page: 8
Tigard, OR, 97223 By: .IRS
Client: Caitilin Pope Daum job #: 219391
F DO T/Ai6 ► SIE Gf1EGk- C-G .QT, :
REST ;-1) Hvufff
Ate, =C���� =y FT2
NI: ►sum16.-oC. / 1 0)=)61q#p7
33=73
, ici 69 = 1970 p t 17'7y fF = 3ZGY (Y,, 6966
,, 31-o„ SQ. FTL;) ;
A , _9 Fr- S 6( )3_ it 5
INS11 t I6�1= r- : g75 PSG t 37.E F 475/ PSf 9/9P55-=
9F9.- ' y,sr.r.
USE 3 . sQ. PrA. w/ Cti)*y 64124 LAY 1
Grumtnd Engineering LLC-920 SW 3$Ave.,Suite 200,Portland,OR 97204-Phone: (503)244-7014