HomeMy WebLinkAbout6132 SPEARMINT CT - SPECIAL INSPECTIONS - 2/1/2017`2o11 Architecture IN
4.132 5P_"Jh4' ,T Cr
Teeoiveci 1-4-/7 940 otc
February I, 2017
Subject: Plan called for 4 support studs under beans/header and contractor installed 3 + king -stud
@ retreat option.
Location: Kechter Farm, lot 27 Fairplay (retreat option), Colorado.
Mr. Mark Strauss,
We were asked to verify if the existing condition is acceptable with I less support stud. Based on
the demand we found the following repair to be structurally acceptable.
Response: With the the 3 support studs are present we will accept the condition, as long as the
king -stud is nailed to the bundled studs with (2) rows of 16d nails at 6" o.c, full height, to share
the vertical loading/demand.
Please call me if you have any further questions,
Sincerely,
Mans Thurfjell, P.E.
Senior Engineer
Toll Brothers
, �' L/C
a '°�iHUpc✓4LP
U r3 S�iE O
DALLAS OFFICE
2557 SW Grapevine Parkway, Suite 100 a Grapevine, TX 76051 a (817) 329-6710 ■ FAX: (817) 329-6719
PHILADELPHIA a DALLAAS ■ ORLANDO a SEATTLI
f1 `Toll `Brothers C0a11�,I T
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FW: Message from KM_C454e
From: Joe Murphy <Joe.Murphy@PROBUILD.COM>
Subject: FW: Message from KM_C454e
To : Robert Brock (rbroc k2909@comcast.net) <rbrock2909@comcast.net>
Hi Bob,
The framers Interchanged the A2 truss and the A3 truss.
I added modified shop drawings A2-R and A3-R for your Information.
Thanks,
Joe
[cd:Image001.png@O1D27BC4.9B72BC801
Joe Murphy
Component Tech Senior
8037 Midway Dr
Uttleton, CO 80125
303-791-3715 (Main Office)
303-470-3745 (Direct Une)
720-988-6526 (Mobile)
joe. murphy@probulld.com<mallto: jason.spencer@probuild.com>
rbrock2909@comcasL net
+ Font Size -
Tue, Jan 31, 2017 01:19 PM
02 attachments
613.2 5AfiK T CT
Truce �r
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SKM_C454e17013113230.pdf
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https://web.mail.comcast.net/zimbra/h/printmessage?id=207053&tz=AmericalDenver&xi... 1 1 /3 I /2017
w,(_ _ g � 3(•,« stag
NAIL 12x4x10'SPF 1650 TO OTHER SIDDIMIF
TOP CHOW 10d 3"0.C.SPAGGERID THRUCUT
NAIL 2x4x14 F 2400 TO ONE SIDE OF
TOP CHD. w/ Od@3"O.C.S AGGERMxx
NAM 3/4"x2 E OSB 2" ` a
TO BOTH SIDOF HEEL 2 //
w/16-8d IN10 EA.CHORD. ,e
NAILING TYP. R3 �2 , 17
LOADING(ps0
TCLL 30.0
TCOL 15.0
BCLL 0.0 '
SCDL 10.0
LuuBER-
TOP CHORD 2r4 SPF No.2
GOT CHORD 2x4 SPF Not
WEBS 2s4 SPF NC -
".5-12: 2:4
SLIDER Let 2x4 SW
4e = 3m = •m = Swim • 141.E
6 2h, // 7 a2 AA e24
3/4J,bc16 6"OSB
S IN , U
ph%�
SPACING- 2.0-0 Cell
1 OEFL.
Plate Grip DOL 1.15 TC 0.69 V0r1(LL) -0
LumM %:IL 1.15 BC 0.74 Ved(TL) -0
Rep Strew lrw YES 0.76 Hbr2(TL) 0
Code IRC20127TP12W7 (M -M)
NAIL 2x4x16' SPF 1650 ZO ONE SIDE
.OF BOfP.CHORD W/10d@3"O.C.
REACTIONS. (D111Qe) 9-1051meomantal. 1-602/0-3-0, 12-127910.5.6
Max Hors 1-539(LC 15)
Mal UpenB>-386(LC 13). 1--124(LC 16). 12--243(LC 16)
Max Ggv9-1247(LC 321, 1-"LC 33). 12-1761(LC 33)
lk-?-,V1AW-7N
•
(sx) 116e" U6
9.10 -999 240
9.10 -538 Igo
I We We
3/9 'x16"0SB
21 a
PLATES GRIP
MT20 1971144
Walgm' 13310 , F7 -0%
itnrdural woad snemneng dk" applied a 2-2 0 «p�1. exceol
:Aar wttican. ertl 2-0-0«pla9na (1T-oo nua.T 64
lob coiling directly applied or 7J-12 be bracing.
• .tow at mad 0.9. 510. 610. 7-9
F 1650 TO OTHM SIDE
W/1003"0.C.SVOGERED.
FORCES. (ml - Moe Cernp./Ma,, Ten. - As Pores, 260 (m) a Moo except canon 0d,.1,.
JTS . % r 9 & 10 : NAII, OSB TO ONE SIDE OF JT.
TOP CHORD 1.2=4M. 2.17.-0111M. 17.18-657m9. 3-1e--51e12es. 3-4-414M
W/8-8d nM EA.CODTXV MEMBER.
44--341r292. S11 3. 19.20-71613%. 6-20--6M72. 6.21-6001383.
t� : rrRUss• �i2 ;
7-21-.609=
SOT CHORD 1.12.4001m.11.12-07n53.11.25-532n53.19.25-532n63.19.26-3161479.
OK TO SUB.SPIZYPPE 2x6 HF#2 OR BE=
2S27- 3181478. 9.27--3161470
WEBS 3-12-43111M.5.12--11131166.7-10-21W646.7-9-10161462
.
FOR ALL SCAB NUMMS TO C 1W IN ffWS-
NOTES. SHOWN ABOVE. )QGB. Z-2-1%
1) Unbalanced noel live beds haw been considered for vile design.
2) WMd: ASIDE 7.10; Vue-139mph (3•ee00111d gasp V(IRC2012)-1 fOmpn: TCOL-6.Ops1; BCDL-6.Opsl; n=256, B-45e; L•27f, cave-O:
Cm. 0: asp C: enclosed: MWFR5 (aoectlonal) and C-C Extenor(2) 0-0-0 to 3.041. Intanutl1) 3-0-0 to 1e-3-12. ExlerloR2) 18-3.12 to
21.3.12 zone. eardii ve( 10 and runt exposed: end venial left and right exp11se0:C-C for members and fdces & MMRS for 11WIMs
v,w, : Lumber DOL-1.60 Pam grip DOL-1.e0
3) TCLJ- ASCE 7.10; Pr-30.0 per (roe! ere loos: Lumber DOL-1.15 Plate DOL• 1.15); Pf-30.0 P a� .1.13 PMM
OOL-1.15). CnegwT 11. Exp C: Parental, Eap-: CI- 1.1 0 . ••
4) UnboWmd snow beda have been considered for thi3 design, Q .- •• S�
5) Promise adequate drainage to pravem WOW pandbq. 9
6) Plates dwxkod ear a p4M m mires 6 degree rotation oboul In canal.
7) This buss has been designed for a 10.0 Pit bottom dwd are load r1p1c Wffwd web an s
el . Tho truss nas been designee for o low bad o(2D.Opst on me bo0em dmrd 1n eg areas 0.f8erglt e,4bl5by 90p
fd beemm ina bottom onard and any boar members. with BCOL - 10.0psl. • LJJLGJJ
9) Refer to g6der(s) for truss 10 truss OOnneglOns. ;pldt pw(n 10) PrOrlae n,ednarwal connection (by Omen) or buns to bearing plate rapable a $L am ±a1 axon 350.
co
1-124. 12-243. 0 '•.
11)'SemFngld pwloreexs with fixed nails• Member end fixity model was used in Via analysis ,q'd�eyy/weo
nstm\
12) Gfapnto pursn repebon dose nod a the site me orientation of the puns agog w'!T')"r"
`- J/ -
O,rAioaao•v r7erywPrW.r.s"am morn ox rim AwnamaimvsareR I=.
q.pe..6l b w-'-/� WleO WSOY, lion b,p1b MrW M(•V W 1b,,,.ne.,•ere, tali Y b Y,Y,6rNa1 •,Mop rargwr. m
new qs•e bun uW, are bd•Yq ersgeb eua aM.a1r-e.II>b,pn pv,.id.n etl P4•dI •rapvW Ws e.ep•bewer•rW
n-dVerq� eropewra.aaoP•.er ms'p prierwiwu.ro eevareaa mmewe e^q' rmaY�r Ynps�ir•ro vu-wnp,c.p
awsNrsars4bass. od`0n..d rNRDW,m,pmerWpinma Ww7 and plp.nyetr,sP Fnperra pdmnw r•pnd lot
maabl,mro.ewy. r•d�e„manrsaa•,m,. a,rum,yowm.ar ANarmr r+•.r,., oaa+s.e•«as.Aonp ceeyer.m
ealslT Wte,16W ,va4wr eDm Trio• RY• btlbM. 21e ". LN Eb•r131Y 712. AbeWN. VA 2A1,
INEW
sm
MiTek'
October 14.2016
TRUSSES J2 AND J3 INTERCHANGED.
Ste = 4x4 = 4a6 = Scale -1504
11 lu
5•B II 3a4 = ]xi = 40 = 6xB =
19 OO 3/4"x16"x36"0SB
LOADING (Dsf)
SPACING- 2-0-0
C51.
DEFL.
in (10C)
Well
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.15
TC 0.93
VOII LL)
-0.23 10-11
-999
240
MT20 1971144
TCDL 15.0
Lumber DOL 1.15
BC 0.97
Vert(TL)
-OA5 10.11
-713
ISO
BCLL 0.0 '
Rep Stress Ina YES
VVB 0.74
Morz(TL)
0.09 10
Iva
Iva
BCDL 10.0
Code IRC2012/TPI2007
(Matrix-M)
i
Weight: 1371b FT = 0%
LUMBER- - BRACING -
TOP CHORD 2x4 SPF N0.2'Except- TOP CHORD Structural wood sheathing directly applied, except end vemicab. and
5-7: 2x4 SPF 165OF 1.5E 2-0.0 a pullers (5.412 max): 7.9.
SOT CHORD Zell SPF No.2 BOT CHORD Rigid Calling dveelly applied or 2-2-D oc bracing.
VVEBS 2x4 SPF No.2'Except' WEBS IRow, at midpt - 9-10.6-11.8-10
9-10:2xA SPF 165OF 1.5E JTS. 4 & 13's NAIL- 3/4110SB TO BOTH SIDES OF JTS.
SLIDER Left US SPF 2100E 1.9E 2-&0
w/12-8d INi10 EA.CCN!'ACP NffivIDIIt.
REACTIONS. (mrsite) IOoI4641MeChaniml.2a155wo-5-e NAILING M.FOR EA.SIDE OF TRUSS.
Max Horz 2=551(LC 15)
Max UpIA 10-401(LC 13), 2=347(LC 16)
Max Grsv 10-1608(LC 37).2=1931(LC 34)
FORCES. (to) - Max. Comp.lMax. Ten. - All forms 250 (lb) or less except when shown.
TOP CHORD 2-3=-927151, 3-18--30401562, 4-18-28541576, 4-5--26701521, 5-6=-2502/550.
6.19-1433/414, 19-20=-12421427, 7.20-12111443,7.21--1081/445,8.21--10811445
BOT CHORD 2.13=-W 2626, 12-13--72011968,12-24=-72011968,24-25--720/1968, 11.25--72011968,
11.28=-35516d6. 2&27a-355/646. 10-27--355/9a6
WEBS 4-13--589236, &13--69/662. &11-1333(d66, &11-3D8/1246, &10-1452/560
NOTES
1) Unbalanced roof We beds have been considered for this design,
2) Vwnd: ASCE 7.10. VUA=139mph (3-second gust) V(IRC2012)-1 tOmph: TCDL=6.Opsl: SCDL-6,OpeC h-25ft: B-4511; L-27ft; eave-411;
Cat. II; Exp C: enclosed; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2.". Interior(1) 2-0-0 to 18.3.1 to (2) 1&&12 to
21-3-12 tone; cantilever left and right exposed ; end vertical left and right exposed;C-C far members for reactions
shown: Lumber DOL-1.60 plate grip DOL-1.60 0
3) TCLL- ASCE 7-10. Pr-30.0 per (roof We bad: Lumber DOL-1.15 Plate DOL=1.15): Pf=30.0 15 Plate
DOL-1.15); Category 11; Exp C; Partially Exp.; Ct-1.1 0 • A FO
4) Unbalanced anew, bads have been Considered far this design.
5) This truss has boon designed for greater of min roof live bad of 12.0 poll or 1.DO times flat o V
non-dona"em with other live bads.
6) Provide adequate drainage to prevent water ponding. 12525
7) Plates checked for a plus of minus 5 degree rotation about he center.
8) This truss has been designed for a 10.0 poll bottom chord live load noncdncument with any 'V% k)ads.
Sy This buss has been detitned for a Ilve bad of 20.Opsf on the bottom chord in ag areas 4hVn9ho 3-6-0 tall by 2a - I
M between the bottom Chord and any otter members, with BCDL - Ib.Opa1. •-oo •• e•\�
10)Refer t0 gt0er(s) for Muss to BUss Connadions. cif' 04j•••e••AeG
11) Provide mechanical Connection (by others) of truss to bearing plate Capable of wilhstandin
10-401, 2-347. 1- - j
12) -Semi-rlgid pedtbreaks with fixed heels' Member end fait' model was used In the one a,s and esign o
13) Graphical purlin representation does not depict the size Of the orientation of the Dunn along the top Mo er bottom Mod.
® WAaAaNG-VerMy assign pa4mara rM/fF.AD IIGfF3 ON 1Ma Arm 00CLUDED ARM REFERENCE PAGE 1110L7477 m. IM"Of56EFORE USE.
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