Report (36) c - -ô9 - (r - .. , Lat k°--k s .0 k.)3e,t_kK\u,-k- ---C- 2,, .
Client Date. 4/16/2018 Page 1 of 4
RECEIVE!)
Project. signe
Simpson Strong-Tie® Der KAMI HENDERSO
Address. Job Name. CALCS
Component SolutlonsTM
Project#.
J1 RFPI 20 11.875" - PASSED Level:UPPER Level AUG 30 Z018
CITY O TICAfU)
filifiTrING DIVISION
I II' 11 HI 111111 ' 1 ! pi 1H -1-.; ; lipi!;1;
1 1 I
11 '
' 1 ' 1 11 , h 1 - 1 - 1 1 11, It-.1._,_ i 1- IL1[11-11 .11 111, 11111 -
* yot ifti<>5-1 , , ..4":1,-..,1,4,Y.!tOt..g-,,,';,,, .1i,, ,i,., ,,, ,, ,
e.:' ,4e-i2,,:zzis ' ' -',,,,y,...i.v-r- T /
I711 718-
1 Hanger(THF17925(Min)) 2 SPF 3 D.Fir
/ 172" 138" l5[1 3/4"
/
3010"
Member Information Reactions UNPATTERNED lb (Uplift)
Type: Joist Application- Floor Brg Live Dead Snow Wind Const
Spacing: 16"o.c. Design Method: ASD 1 370 111 0 0 0
Moisture Condition. Dry Building Code: IBC/IRC 2015 2 1020 306 0 0 0
Deflection LL: 480 Load Sharing: No 3 255 77 0 0 0
Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l-
ImportanceNormal FloorOSB Nailed and
:
Glued
Temperature: Temp<w 100°F
Ceiling: Gypsum 1/2"
General Load Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 12 PSF 1 - 2.000" 41% 111/399 510 L_ D+L
Hanger
Analysis Results 2-SPF 3.500" 69% 306/1021 1328 LL D+L
Analysis Actual Location Allowed Capacity Comb. Case 3-D.Fir 3.500" 31% 76/332 409 _L D+L
Neg Moment -2033 ft-lb 172" 3640 ft-lb 0.559(56%) D+L LL
Pos Moment 1820 ft-lb 74 3/16" 3640 ft-lb 0.500(50%) D+L L
Shear 711 lb 172" 1420 lb 0.500(50%) D+L LL
LL Defl inch 0.226(L/905) 82 1/16" 0.427(L/480) 0.530(53%) L L
TL Defl inch 0.281 (L/729) 81 1/4" 0.569(L/360) 0.490(49%) D+L L_
Design Notes
1 Fill all hanger nailing holes.
2 Web stiffeners required at Bearing 1.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF ,
Notes cheecan 5 Provide lateral.ppo,i at bearing poets in.vo,d Manufacturer Info PACIFIC LUMBER&TRUSS CO.
e Des g ,5 espon e
bl arty
of the Handling&Installation Roseburg Forest Products 10515 SW ALLEN BLVD,OREGON
s:cu
lucllu'rtaeldaSdU'j'
eg la.'d.d
yol th':con[pcuddis'gacodlon the 1 IJoist flanges fsure not be cut or drilled pens load beanng length>.35 Inches 4500 Riddle By-pass Rd 97005
503-858-9663
(541)784-4005
www roseburg.com
Lumber APA:PR-L259.ICC-ES:ESR-1251 Pacifiatumber
2. Jour nor robe reared tufts ire iniatciant erccrrosvn notes & TR U S S
EWP Studio Version 18.12 038 Powered by IStructT. E=
Invoisslio
EWP Studio Client. Date: 4/16/2018 Page 2 of 4
Project: Designer: KAMI HENDERSON
E
Simpson Strong-Tie®
Address. Job Name: CALCS
Component Solutionslm
Project#:
J6 ABOVE GARAGE RFPI 20 11.875" 2-Ply - PASSED Level:UPPER Level
914 //I ll 1 ) I t t r t f tt ttl II 1111 1/11!! t j1 . 1 st t ttltt}t >•1l ltt(ttf1tit111t1 t}t !
f 1 t i l ' I j
S ' 1
I § 1
3
, t £ f t 'a
1 ill t j E , i I i
11H : ti;"t t r s [
IliIiiiiii Iti31ii Ihiliil.fu lfi 1 Ili li ,, �I1i,11 1 1-1 i I 1 11 d m ill( "ill"
1
v,..;;',7-",^2-,'",,,,,,,,,,., _: ,,
', ' ' , - ---, .., -,, It 11 7/8"o
1 D.Fir 2 Hanger(THF35925)
/ H31/2"
203„
/ 20,3„ /
Member Information Reactions UNPATTERNED lb(Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Double Design Method: ASD 1 547 164 0 0 0
Spacing: 16"o.c. Building Code: IBC/IRC 2015 2 533 160 0 0 0
Moisture Condition: Dry Load Sharing: No
Deflection LL: 480 Deck: 3/4 APA Rated Sturd-I-
Deflection TL: 360 FloorOSB Nailed and
Glued
Importance: Normal
Ceiling: Gypsum 1/2"
Temperature: Temp<=100°F Bearings
General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Floor Live: 40 PSF 1 -D.Fir 5.500" 25% 164/547 711 L D-EL
Dead: 12 PSF 2- 2.500" 27% 160/533 693 L D+L
Analysis Results Hanger
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3366 ft-lb 10'3" 7280 ft-lb 0.462(46%) D+L L
Shear 683 lb 4 3/4" 2840 lb 0.241 (24%) D+L L
LL Defl inch 0.298(L/793) 10'3 1/16" 0.493(L/480) 0.610(61%) L L
TL Defl inch 0.388(L/610) 10'3 1/16" 0.657(L/360) 0.590(59%) D+L L
Design Notes
1 Fill all hanger nailing holes.
2 Multiple plies must be fastened together as per manufacturer's details.
3 Top loads must be supported equally by all plies.
4 Web stiffeners required at Bearing 2.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes chemicals 5.Provide lateral support at bearing points to avoid Manufacturer/eta PACIFIC LUMBER&TRUSS CO.
Calculated structured Desi responsible only of the Handling&Installation lateral displacement and rotation Roseburg Forest Products 10515 SW ALLEN BLVD,OREGON
Designs is re von Y6.web stiffeners for point load as shown Minimum g 97005
structural adequacy of this component based on the 1 Moist flanges must not be cut or drilled point load bearing length>=3.5 inches 4500 Riddle By-pass Rd
design criteria and loadings shown. Il is the 2 Refer to latest copy of me Moir product Informs' to/.For fiat roofs provide proper drainage prevent Riddle,OR 97469 503-858-9663
responsibility of the customer and/or the contractor to details for framing details,stiffener fables,web hole pending
ensure the component suitability of the intended chart,bridging details,multiply fastening details and (541)784-4005
application,and to verify the dimensions and loadshandling/erection details WWW_roseburg corn
Lumber 3.Damaged Moists must not be used APA:PR-L259,ICC-ES:ESR-1251 Pacifi ."cuCOMPANYer
t Dry service conditions,unless noted otherwise 4_Design assumes top flange to be laterally restrained wv
2.IJeisf not to be seated with lire retardant or corrosive by attached sheathing or as specified in engineering
rites. & TRUSS
EWP Studio Version 18 12.038 Powered by iStruct°'
EWP Studio -----
Client: Date: 4/16/2018 Page 3 of 4
,
E
,,,.„,/ Simpson Strong Tie®
Address. Job Name: CALCS
Component Solutionsim Project.
Designer: KAMI HENDERSON
Project#:
J6 ABOVE KITCHEN RFPI 20 11.875" 2-Ply - PASSED Level:UPPER Level
IITIIHTIII Will! LITHT TI1T 1/I UT !! 1 i li !11!llil i!: 1, i1 IT 11.1 !! IITIII !I IIT!!!IITHIllillf TIT
11111 : r111 ; I111111 11 : 111 II ild 11 ; 1I1
WWI Iiii H ; 1 ; 11 1 : . iii ; Illiii 1i ;iii
11 .. 11 ;1 ;11H11 ! . : ! --111 1 iiii 11 : 'ii
1;: f1 !1 :111 : 1 ! : ; 11111 ; 111I ; i : HI 11 --i ' ; :I 111 1 ( i 1 ii -. H i , i1:ii; ,1
1 1 1 11 1 1 11111J11lIl 1 It! 1 1 1 U 1 1 1
111111111,11111111/ 1111111111111111111 ' ' . ' 1 ' ' 1 " 1 ' i' 1 1 i i i j 11 11'11
'— -l' ' -6. ,- - ' ',..,-4-01,1,-, -, ..... ..,. .,,; ,.•..,, ,,,,,,,. . „,,, ...-:.„4-1 goo,a,-,,,,f7
II 117/8”
, ...,._ ... . .......- _ ...
1 D.Fir 2 Hanger(THF35925)
199"
1 '9 /
/---/
3 1/2"
9 "
Member Information Reactions UNPATTERNED lb (Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Double Design Method: ASD 1 533 160 0 0 0
Spacing: 16"o.c. Building Code: IBC/IRC 2015 2 520 156 0 0 0
Moisture Condition: Dry Load Sharing: No
Deflection LL: 480 Deck: 3/4 APA Rated Sturd-l-
Deflection TL: 360 FloorOSB Nailed and
Glued
Importance: Normal
Ceiling. Gypsum 1/2"
Temperature: Temp<=100°F Bearings
General Load Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Floor Live: 40 PSF 1 -D.Fir 5.500" 24% 160/533 693 L D+L
Dead: 12 PSF 2- 2.500" 26% 156/520 676 L D+L
Analysis Results Hanger
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3198 ft-lb 10' 7280 ft-lb 0.439(44%)D+L L
Shear 666 lb 4 3/4" 2840 lb 0.234(23%)D+L L
LL Defl inch 0.270(L/854) 10 1/16" 0.480(L/480) 0.560(56%)L L
TL Defl inch 0.351 (L/657) 10'1/16" 0.640(L/360) 0.550(55%) D+L L
Design Notes
1 Fill all hanger nailing holes.
2 Multiple plies must be fastened together as per manufacturer's details.
3 Top loads must be supported equally by all plies.
4 Web stiffeners required at Bearing 2.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes chemicals 5 Provide lateral support at bearing points to avoid Manufacturer Info PACIFIC LUMBER&TRUSS CO.
lateral displacement and rotation
Calculated Structured Designs Is responsible only of the Handling&Installation m
6 Web stiffeners for point I.d as shown Minium Roseburg Forest Products 10515 SW ALLEN BLVD.OREGON
structural adequacy ol tho component based on the 1 Moist flanges must not be cut or drilled Point load bearing lengths=35 inches 4500 Riddle By-pass Rd 97005
design coterie and loadings shown It ts the 2 Reter to latest copy of the!Joist product information 7 For flat roofs prow.proper drainage to prevent Riddle.OR 97469 503-858-9663
responsibility of the customer ancffor the contract°.to details for framing details,stiffener tables,web hole pending
ensure the component suitability of the intended chart,bridging details,multiply fastening details and (541)784-4005
applicotton,and to verify the dimensions and loads handling/erection details www roseburg.corn
Lumber 3 Damaged Deists must not be used APA:PR-L259,ICC-ES:ESR-1251 Pacifi Lumber
4 Design assumes top flange to be laterally rosewood
1 Dry service conditions,onless noted olherwse by attached sheathing or as specified in engineering
2 'Joist not to be heated with fire retardant or corrosive ,,,,,e, & TRUSS , ‘. '° '
EWP Studio Version 18.12.038 Powered by iStruct*..' =1
Ilitmg.1.#
EWP Studio Client: Date: 4/16/2018 Page 4 of 4
' Project: Designer: KAMI HENDERSON
Simpson Strong-Tie®
Address: Job Name: CALCS
Component Solutions'm
Project 6:
J7 RFPI 20 11.875" - PASSED Level:UPPER Level
I WWI I i I IiiI i Iiii II! I11111I! I I!IIIIII II I !II " WWI lII 1Ii1iI>> IIIi111
d � t 3 , ( 3i �, i t : 1 1 i ) ) t] a 1 i r
jjs
't t ' � ii 1 ' I s 3i I I I � i } :l I f i it t I I € € { JI it
t} iii, 11 r {([ 5 € i E JJJJJJ 9 I1 I ' tp S3t1 gi$
t 111 .I d l ` S I i I ' 1i f i tt l ‘ , . -ii ;,;, , ,iii, ,3t.
i
.
® /
t �
e. : � . .
zs 11 7!8„
1 Hanger(THF17925(Min)) 2 Hanger(THF17925(Min))
16' H1 3!4"
16'
Member Information Reactions UNPATTERNED lb (Uplift)
Type: Joist Application: Floor Brg Live Dead Snow Wind Const
Spacing: 16"o.c. Design Method: ASD 1 427 128 0 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 2 427 128 0 0 0
Deflection LL: 480 Load Sharing: No
Deflection TL: 360 Deck: 3/4 APA Rated Sturd-l-
mportance: Normal FloorOSB Nailed and
Glued
Temperature: Temp<=100°F
Ceiling: Gypsum 1/2"
General Load Bearings
Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb.
Dead: 12 PSF 1 - 2.000" 45% 128/427 555 L D+L
Hanger
Analysis Results 2- 2.000" 45% 128/427 555 L D+L
Analysis Actual Location Allowed Capacity Comb. Case Hanger
Moment 2161 ft-lb 8' 3640 ft-lb 0.594(59%) D+L L
Shear 547 lb 1 1/4" 1420 lb 0.386(39%) D-EL L
LL Defl inch 0.237(L/799) 8'1/16" 0.395(L/480) 0.600(60%) L L
TL Defl inch 0.308(L/615) 8'1/16" 0.526(L/360) 0.590(59%) D+L L
Design Notes
1 Fill all hanger nailing holes.
2 Web stiffeners required at Bearing 1.
3 Web stiffeners required at Bearing 2.
ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-4-0 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Notes chemicals 5.Provide lateral support at bearing points to avoid Manufacturer Info PACIFIC LUMBER&TRUSS CO.
lateraldisplacement and rolatlona Roseburg Forest Products 10515 SW ALLEN BLVD,OREGON
Calculated Structured Designs is responsible only of the Handling&Installation
structural adequacy of this component based on the 6.Web Wieners for point load as shown Minimum 97005
design criteria and loadings shown. It i5 the 1_Most flanges must not be out or drilled point load bearing length>=3.5 inches 4500 Riddle By-pass Rd
2 Peter to latest copy of me Moist product information 7 For flat roots provide proper drainage to prevent Riddle.OR 97469 503-858-9663
responsibility of the customer and/or the contractor to details for framing details,stiffener tables,web hole ponding
ensure the component suitabmty a the intended chart,bringing details,muni-ply fastening details and (541)784-4005
application,and to verify the dimensions and loadshandling/erection delude WWW.roseburg.com
Lumber 3 Damaged IJoisIs must not be used APA:PR-L259,ICC-ES:ESR-1251 t�ii
Pacifi j umber
1.Dry service conditions,amass noted otherwise 4.Design assumes top flange to be laterally restrained
(�Y „
2.IJoist not to be treated with fire retardant or corrosive by attached sheathing or as specified in engineering '— c o'ecu"r
rimes. & TRUSS
EWP Studio Version 18.12.038 Powered by iStructr'°