HomeMy WebLinkAboutBLD-17-6466>r F f: 0 T'S T G r R•F."rEn R -,E C -,T Level. DECK FPONT BEAM
Li i 2 piece(s) 2 x 10 Southern Pine No. 1
Overall Length: 40' 3 31W
17918' 1791!8 1791/ir
All locationt are measured from the outside face of left support (or left cantilever end).NI dimensions are horizontal.
I- i n R-_
LlesgnfLesUiiSAtNal@fDcatlMl-`
Inc c j p lDratfuft -
ARosuea
Keatlit '.I
tut- Laad:tptrriYnatApn (YdTRrn)
Member Reaction (hos)
29410 IT 91/8'7Q13
(550")
Passed (42%)
•- 1.0 D + 075 L + 0.75 S (Adj Spans)
Shear Obs)
1332 @ 12' 9118"
3723
Passed (36%)(Adj
Spans)
Moment (Ft -lbs)
-3521® 13 9 118-
4305
Passed (82%)
1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans)
1 ive i t -i rlefl- (int
0 195 (dl 33' 1 7fifi"
0 41 R
I Passed (I 8701
- 1 0 D + n 751 + 0.7S S (Alt errand
Total !orad iefl. (in)
-0.078 @ 40' 3 318"
0100
Passed (2L(378)
-- 1.0 D + 0.75 L + 0.75 S (Alit Spans)
• Deffed- triton: LL (L)36U) and IL (LjL9Vj.
overhang denaman aria: LL (21/350) and TL (OX).
• Top Edge Bracing (Lu): Trp cempnesson edge mast be braced at 14' Ir o/c irim detailed othemee.
• y- =t _ _. __ _
Applicable calculators are based m NOS.
SupportsTotal
Inc c j p lDratfuft -
Bearing Length
Avafa/rfe Rocuired _.
Dead
Loads to SuPD ((lits)
Hoon Snwv
_ _
'7btal
, - -
_' Aocesso Is.
1 -SNA wall - SPF
5.ur
5.511• 1.50•
271
834 5%
1701
Blxbrg
2-Shld wall - SPF
5.50'
5.50• 2.31'
596
1821 1306
3723
None
3 -Stud wap - SPF
5.50•
5.50• 2.31'
596
1821 1306
3723
Non
4 -Stud ural -SPF
530`
530• 1.SD•
_ 271
834 595
IAT
8foc1an9
- Blacking Panes are assure m carry m roans appneo aaenry acme ahem ano ere .uv a,ae o ate, w ......
Inc c j p lDratfuft -
nkostieo
Tributaty :Dead - floor Li..e Snow
Loads
-Laraucc(Side)
lA1dffi :: --(D,9D) (LOD) -.[LIS) fbinnrenLs
' adf vYCUJin IYLrj
bra U'-fff
k. - %A
t unfiomu (PSF)
O to 40.3•
3' 12.0 40.0 30.0 fatal Scow
I
Passed (4716)
1.15 1 1.0 D + 0.75 L + 0.75 S (Adj Spats)
Moment (Ft4bs)
VeyerhaeuserNotes
'cypi�Ywuwrim tivt unit �+9u1'.Ls tou.w.cowni i.ce.a..anaa.as mu.i'ec�iawaM+•a+R'nM•uiaaa autw.wiui.icaM.raiw.
eyedlae sererpressfy dscmars any othermeraintim related to the soft . Refer to current Weyerh a literature for installation details.
erm.woodbywymm) Ares Qum Board, 8lodiig Panels and Squash libel.) are not designed by the safti e.lke dthe software is not intended to
ranrrvent the need far a design plofnsisional as deamined by the auaoray havig iunsdktion. The designer of record, buA&ror framer is responsible to
sue
that ills mk daton is wrrW ole with the overal project. Products rrarufactured at Weyerhaeuser facilities are third -party certified to sustainable
vestry atardards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES oder technical mp" PSR -1153 and E5114387 andfar fated i
-dance with aypl-bb ASTM sandanis. rornarnd mita rvakuabon telods nekr m hCP:11 .aroodMwY-+Amfsmacesls_�Dr.
he product appf amn, artrd design bats, dinensons and sWpwt int n-tiun have been provided by Foote Sof wirre Operator
40,11•'
vyo 01 AF.1
Scale: 1/4" = 1'-0"
PASSEDMERE"T Level, MID -SPAN DECK BEAM
FO R 3 pieces) 2x 8 Southern Pine No. 1
Overall Length: 46 61116'
1
Sysi(a :-neva
Member Type: Fl.h B.sm
Widirg Use: Residential
Balding Code :IDC 2009
Design McOnrodDi g : ASD
l) %MA*4AMf FORES'R'KrI
ad!ilA1K
Fosx schsr3ra op -r -s J=4~ e t 6.5,23 Y7 11:40'35 AM,
Forte v5.2, Design Engine: V6.6.0.14
i z<r rL t,n tt
KEILPLN .E mer of Wtf Ore
E 6e. SOt1TH Y..RM;(XTH, VA
Page i or t
0
Ir
1013115' "Y 8' 10 13116 8' 1013/10 8' 1013/16' 8' 1013710 Z�.
All locations are measured from the out -ice face of left support (or left cantilever end).All dimetsioris are horizontal.
+
a
-'Ue51gD Results
Inc c j p lDratfuft -
nkostieo
ttesui[
wr Logi: tslmotnaeati (rattvwn) -
Member Reaction (lbs)
4759 @ V 10 13)16"
10519 (5.50")
Passed (45°6)
-- IA.D + 0.75 L+ 0.75 S (Adj Spans}
Shea ((lits)
2057 Q 9' 13116'
4377
Passed (4716)
1.15 1 1.0 D + 0.75 L + 0.75 S (Adj Spats)
Moment (Ft4bs)
4006 @ 9110 13116'
4722
Passed (85%)
1.15 11.0 D + 0.75 L + 0.75 S (Adj Spats)
1 iue 1 rim rk4. fml
a1410 x'4114" 1
A.2R9
Pared ft n-161
I0n+0.7St+075CfA1t Snan<i
Total Lead Defl(in)
-0.079 @ 0
0100
Passed (2L/372)
- 1.0 D + 0.75 L + 0.75 S (Alt Spans)
• DetleclIlon craelID: -tL/-) ane h L Wcw).
• Overhang Wfection rimae: LL (2I.J360) and TL (0.2).
• Top r eraang (W) TApmrrpressron edge must be braced at 24' r ok unless detailed athawse.
• Applicable mklAnUws are based on MS.
Supports
Total
Bearafg Length -
AvatUM.e Reouired
Deed
Loads to Supperfs (.Ors)
floor _ Saar
T t f
AoC_Gf*M r.
1 -Stud ural -SPF
5.50•
5.5]'
1.50•
438
1 1465
1 1047 1
2950
Bhcking
Z -Stud ura1-SPF5.50•
5.50'
249'
902
2997
2151
6044
Blocking
3-Studwal-SPF
5.50
5.99•
2.34•
805
2909
1983
5697
Bkckim7
4 Slid ural -SF
5.50
5.5)•
237
809
) 2909
2053
5771
BbddM
s - Stud wall -SPF
5.50•
5.91'
2.28•
886
2422
1720
55ffi
Blocking
6-Sbd ural -SPF
5.-,C-
S.V
1.50'
340
1139
9D/-32 1
1569/32
Bkcking
- BbeBmg Fitness me asst fmd W cant' m loays aPPacCi mec`.rf amm mem ane enc
Loads _
Lnrabon (Side)
Trmuray
Width
Dead Fk-Llse snow
- (0.90) (1.00) (LIS) (Comments
0 -Self Weight (PLF)
0 m %' 61/16•
N/A
8.3
1 -Uniform (PSF)
0 m 40' 4' (Prom)
T
120 40.0 30.0 uncal Sri-
now40'4'
z
40'4'to 46'6
1 11161(ront) I
. ;c -
Veperhaeuser Notes
eyerhaeuser warrants that the sizing of its products wit he in a¢adana, with Weyeirf-iser product design are and published deign vak-
eyedhadaaehpressly disclaim any other warranties related m the soRrsre, Refer to o vert Weyerhaeser Rerahne for installation deta its.
..w...iq.rr....i�:...wni�.-to.•• •• t • •
wrnaeM the reed far a design pdesWW as deb nrimd by the ..&-* herring urs
ving ji iftion. The designed -ad, bu ilderorfiaiver b responsible tc W
ire that the calculation "s rsmpatuble with the overe*d
il p. Products nendadured at Weyarhae fadtiiesre aChad-party certified to susa"eesble
reshy standarrk. Weyerh euser Engine ed Lunber Products have been evaluated b' KC ESunder tech,..! reporta ESR -1153 and ESR -1397 andfortrsi d it
",n],, with appkcable ASTM sardards. F r -1t orde a 1La-t1 n mPor6 nfer m fd�:/lwww.woadb)wy.mmMencek_CndeReports espr.
fe producteppicatiori sp A design mads, din- and support ilomuabort [rave been providedby Forta Software operator -
Fairs cortaere or --
C-1
Soh- 4 rL d
`Jct k t R
t Yl'r
11 KELF Lki4E
nii) -A&-WE E
SOJ7H YARMOUTH. MA
PASSED
System :'rw.
Mlend-TlPe :.Drop Beam
Bsdldmg Q.: Residential
BuIlding Code :IBC 2009
Berne Meth dboy : ASD
rh> SIt5TA1NA1ttF Fa1F5`R! �f1Wtlyf
616 cu' 7 11:40:22 AM
Fortev5.2, Design Engine:,/6.6.0.14
P rrlenTa.4'MR.4le
Page 1 e 1
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR Oiy.,MiSSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF *AS BUILT'
COMPLIANCE. /1?
DATE:- �0 , I-)
BUILDING OFFICIAL
Production Title
TVIILL DCviDENCE
11 KELP LANE
SQUITH VARAA O JT14 MA
Drawing Title
EXISTING DECK REMODEL
Designer I Director
I t- - i std-- i
Venue I Drawing No.
Date 1
614117 of
CAD File Name 2
� C
EXISTING STRUCTURE
�.�..............i
Lu
Q
o
Lu
0
Z
Q
LL
3
Lu
z
DOUBLE 2X1O PT FLUSH BEAM
2X8 PT JOISTS @ 16" OC
DECK FRAMING
Scale. 114 --1 -0
DFZ.OTINSle114"
112" THPU—BOLTS TYP.
DBL PT 2XIO
SIMPSON ABE66 POST
CONNECTOR
2X8 PT JOISTS TYP.
4'
.i
33
.r
6X6 POST NOTCHED TO �4' X 7114" X 112" PT PLYWOOD GUSSET
RECEIVE BEAM ATTACHED TO EACH JOIST WITH
GALVANIZED WOOD SCREWS
SIMPSON H2.5A
a • �� HURRICANE CLIP TYP.
TRIPLE 2X8 PT
12" 50NOTURE CENTER BEAM
DECK POST CONNECTION DETAIL
3/4"=1`
SIMPSON H2.5A AT EACH EXISTING
JOIST AS WELL AS ALL NEW JOISTS
GALVANIZED 2X8 JOIST HANGERS