HomeMy WebLinkAbout7010079 Resubmittal Info
DATE OF RE-5UBMITTAL:
BUILDER
RE-SUBMITTAL
For Incomplete permit submittals
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I Name of ReViewer:1.,ffiU)f~))
BUILDER NAME:~0-f(LU~
Contact #: J3 fi- 35~
Project Address:
. iJ 0 I DO 7q
Lot & Subdivision:
Comments:~~
.
Re-Review Fees: Residential $133.50
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Commercial $267.00 0
s/pennitslFormsIRe-Submittal for Review
Lot 33 Yorktown Woods plan review.
Page 1 of 1
Miser, Craig
From: Tia Merritt [tmerritt@beazer.com]
Sent: Thursday, February 08, 2007 12:32 PM
To: Miser, Craig
Subject: FW: Lot 33 Yorktown Woods plan review.
Here are notes stating that the information that you needed are on the sealed truss detail and where they are
located
Atti~Iruss Issues:
Per note 13, on AT01 (pages 2 & 3) and note 15 on GAT01 (pages 7 & 8) there IS an additional 40 Ibs live psf
applied to the truss inside the room
The dropped ceiling is to be framed up every 2' to support the dead load of the ceiling from the truss above.
DrQpped CeilinglD_<3_arag,,;
According to the ICC TABLE R802A(1) ceiling joist for common lumber species. A 2x4 SPF #2-24" a.c. has a
clear span of 9'-1 0" unsupported. Please refer to the (Dropped Bulkhead PDF Attachment) to see what has been
designed As the attachment illustrates 2x4 blocking IS attached to the underside of the 2x1 0 every 2' to keep the
14' 2x4 secure.
If there is still more things missing I will try to figure it out
Thank you
TIa "knitt
BeaLer llomes
PrO(illClion [},~rartin~;n:
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317818.70}.11,,\
2/912007
Job
Truss
Truss Type
33_Y1W
AT01
ATTIC
Universal Forest Products, Indianapolis, iN
-I-Of 3912
1-0-0 3-9-12
r-5-"1
1-8-0
1000 f12
5xS=
2x4=
8xS-:::: 6
5
18 17
3x6 10x10=
:HI1?
3-9-12
LOADING (psf)
TelL 20.0
(Roof Snow=20.0)
TCDL 10.0
BelL 0.0
L
LUMBER
TOP CHORD
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code IBC2003rrPI2002
CSI
Te 0.60
Be 0.63
WB 0_09
(Matrix)
BOT CHORD
WEBS
2 X 6 SPF No.2 "Except'
5-102 X 4 SPF NO.2
2 X 10 SYP NO.2
2 X 4 SPF 2400F 2.DE 'Except"
20-21 2 X 4 SPF NO.3, 22-23 2 X 4 SPF No.3, 3-20 2 X 4 SPF NO.3
12-232 X 4 SPF No,3
REACTIONS (Ib/size) 18=1414/0-3-8,15=1414/0-3-8
Max Harz 18=-470(LC 5)
Max Uplift18oo-143(LC 7), 15=-143(LC 8)
Max Grav 18=1545(LC 2), 15=1545(LC 3)
Oty
Ply
BEAZER HOMES - 2957 CYPRESS II B
111597036
9
Job Reference a tianal
6.500 s Jan 15 2007 MiTek Industries, Inc. Sat Jan 2713:38:35 2007 Page
10 0-0
4-6-4
14-6-4
4-6-4
20-0-0 'I-O-P
3--9-12 1-0-0
1'6-24
1-6-{)
HNH18
See ST -HINGE-P for hinge cap detail
BEH18D
8 BEH18D
5x8=
2x4=
108x8'::::-
11
1.5x411
Scale = 1:84.7
9
49
~
16 15
1Ox10= 3m "
1" 7-4 70-0-0
12-4-8 3-9-12
DEFL io (lac) I/detl Ud PLATES GRIP
Vert(LL) -0.13 16-17 >999 360 MT20 197/144
Vert(TL) -0.17 16-17 >999 240 MII18 141/138
Horz(TL) 0.01 15 ola ola
Wind(LL) 0.0816-17 >999 240 Weight: 1951b
BRACING
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 DC purlins, except
end verticals. Except.
6-0-0 DC bracing: 5-7, 7-10
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Rowatmidpt 4-11
1 Brace at Jt(s): 7
BOT CHORD
WEBS
JOINTS
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/73,2-3=-1002/221,3-4=-831/224, 4-5=-473/185, 5-6==-266f37, 6-8=-125/58, 8---9=-124/68, 9-10=-264f47,
10-11 =-476/177, 11-12=-835/227, 12-13=-996/216, 13-14=0f73, 2-18=-1646f234, 13-15=-1638/227, 5-7=-257/198,
7-10=-257/199
17-18=-416f429, 16-17=-147f692, 15-16=-40/54
4-19=-536/84, 11-19=-536f84, 3-17=-152/331, 12-16=-150f318, 2-17=-169/1084, 13-16=-169/1086, 7-19=-1/57
BOT CHORD
WEBS
NOTES
1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL=6.0psf; BCDL=4.2psf; Category II; Exp C; enclosed; MWFRS gable end zone; end vertical left
and right exposed; Lumber DOL=1.00 plate grip DOL=1.00.
2) Tell: A$CE 7-02, Pf=20.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs
non-concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding
6) This truss has been designed for a 10.0 psf bottom chord live load nonCOncurrent with any other live loads
7) All plates are MT20 plates unless otherwise indicated.
8) Attach MiTek HNH18 (Half and Half Plate) on each face of truss with 8d x 1-1/2" common wire nails (0_131" x 1.5") in pre-punched holes
provided. All nails holes must be filled ( 5 Nails per side 10 nails total)
9) See BEH18 DETAILS for plate placement.
10) Provisions must be made to prevent lateral movement of hinged member(s) during transportation.
11) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
12) Ceiling dead load (5.0 pst) on member(s). 3-4, 11-12,4-19,11-19
13) Bottom chord live load (40.0 pst) and additional bottom chord dead load (0.0 psf) applied only to room. 16-17
14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 Ib uplift at joint 18 and 143 Ib uplift at
joint 15.
15) This truss is designed in accordance with the 2003 International Building Gode section 2306.1 and referenced standard ANSlfTPI 1.
d&\~roit ~ 4x2 (flat orientation) purlins at DC spacing indicated, fastened to truss TC w/2-1 Od nails
hn"1 ~A
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January 29,2007
A. WARNING. Verify design parameters and READ NOTES ON TIfIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 BEFORE USE.
Design valid for use only with MiTek connectors. Jhls design is based only upon parameters shown, and is tor an individual building component.
Applicobility at design paromenters and proper incorporation of component is responsibility of building designer - nol truss designer. Bracing shown
is tor loterol wpporl ot Individual web members only. Additional temporary brocing to insure slobillty during construction i~ the responsibillity of the
erector. Additional permanent bracing of the overall structure iSlhe responsibility 01 the building designer. For general guidance regarding
fabrication, quolity controL sloroge, delivery. erection and bracing, COn5uit ANSI/TPll Quality Criteria, OSB-8'1 and BCSll Building Component
Safety Information available from Truss Plale Inslilute, 583 D'Onofrio Drive, Madison. WI 53719.
.-
MiTek
14515 N. OuterForly,Suile#300
Chesterfield,M063017
Mil@
MiTek'
POWER TD PERFORM.'"
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chestertield, MO 63017-5746
Re: 33 YTW
BEAZER HOMES - 2957 CYPRESS II B
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by UFP- White Pigeon, MI.
Pages or sheets covered by this seal: 111597036 thru 111597063
My license renewal date for the state of Indiana is July 31, 2008.
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January 29,2007
Liu, Xuegang
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
respORsibility of the building designer, per ANSI/TPI-2002 Chapter 2.
ENCOMPASS NOTEPAD - 02/06/07
NOTES FOR: 07010079 BLDG 2 - PR
DATE TIME NOTE TEXT
2007-02-06 08:26:00
1. Truss located over carage to be
designed for a 40 lb. live load.
2. Framing of dropped ceiling in garage
has not been addressed as requested on
Jan. 16, 2007. The 2x4 ceiling joist
are still overspanned and the beam for
this area has yet to De sized.
TOTAL LINES OF NOTES: 7
PAGE 1
OPERATOR
crniser
ENCOMPASS NOTEPAD - 01/16/07
NOTES FOR: 07010079 SLDG 1 - PR
DATE TIME NOTE TEXT
2007~01-16 09:15:16 ;v. Supply floor framing information,
include type, size and spacing of joist.
;r: Supply roof/ceiling framing
informatlon. Include type, size and
spacing of framing members.
3. Assuming No.2 Spruce-Pine-Fir and
uninhabited attic space with no
storage, a 2x4 cei1lng joist at 24
inches on center may span 9 ft. 5
inches. Framing in garage is
overspanned.
4. Supply beam size for dropped ceiling
framing In garage.
TOTAL LINES OF NOTES: 13
PAGE 1
OPERATOR
cmiser