HomeMy WebLinkAboutREVISION - BUILDING PERMITOFFICE USE ONLY:
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PERMIT# 1901-0070 cue
RECEIPT # ��q
y1.
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION SCANNED
LOCATIOBY
ADDRESS: SITE 5286 Oakland Lake Cir. (lot24) St. Lucie CoUI
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Revision to trusses.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC057817 ST�r�UnTy CERT. #:
BUSINESS NAME: YAT_N S
QUALIFIERS NAMEb CENT
ADDRESS: 114455
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX: 5 -72 -1341
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
NVR, INC. dba RYAN HOMES
�4LYIT(pEl\YIIN717_\7K :IL►VL)f i I h J4
' • 1 I.
ARCHITECT/ENGINEER INFORMATION:
NAME: AB DESIGN GROUP INC.
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 0722/2014
STATE:
ZIP: 32750
FAX: 407-774-407R
Fj
5.00 V2
517 =
2x4 II
5x7 =
Dead Load Den.= 3116 in
11
N
2x4 II 3x6 = 3x8 = 5x5 = 316 = 2x6 II
3x4 =
0{ir0 7-7-12 I 15-0-0 I 22.4-0 I 29-8-0 I 37-04 41-2-0
64-0 7�-12 744 74-0 74-0 744 4-1-12
Plate Otsets (X,Y)—
N:0-S4.Edge1. (5:0-5A.0-2-12l.
A:0-5-4.0-2.81. 112:0-2-8.0-3-41
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in poc)
Well
Lld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Veri(LL)
0.19 13-15
>999
240
MT20
2441190
TCDL 7.0
Lumber DOL 1.25
BC .0.79
Vert(CT)
-0.36 13-15
>999
180
BCLL 0.0
Rep Stress Ina YES
WB 0.67
Horz(CT)
0.13 10
We
n1a
BCDL 10.0
Code FBC2017rrP12014
MatrixS
Weight:2341b
FT=20%
LUMBER -
TOP CHORD 2x4 SP M 31 'Except'
T3,T4: 2x4 SP No2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER Let 2x6 SP No.23-11-2
REACTIONS. (size) 1=0-8-0 (min. 0.1-13), 10=0.8-0 (min. 0-1-13)
Max Horz1=183(LC 8)
Max Uplift=474(LC 8), 10=476(LC 4)
Max Gmvt=1518(LC 1), 10=1518(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied or 6-2-12 oc bracing.
WEBS 1 Row at midpt 3-15
FORCES. Qb) - Max Camp./Max. Ten. -All forces 250 (lb) or less except when shaven.
TOP CHORD 1.2=3012N15, 2.3=29231936, 34=2440/845, 4-5=2425/869, 5-0=23531939,
6-7=2353/939, 7-8=2134f767, 8-9=1736/565, 9-10=1488/485
BOTCHORD 1-16=889/2646, 15-16=88912646, 14-15=675W91, 13-14=-675/2191,12-13=576/1895,
11-12--49711582
WEBS 3-16=01310, 3-15=529/363, 5-15=881456, 5.13=-132/395, 6.13=4421334,
7-13=26lf729, 8-12-94I465, 8-11=-652/311, 9-11=550/1749
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vutl=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCOL=5.Opsf; h=15f; CaL II; Exp C; Encl., GCpi=0.18;
10=476.
LOAD CASE(S) Standard
nonconcument with any other live loads.
(JREVIEWED ❑ REVIEWED ASNOTED
REVISE & RESUBMIT ❑ REJECTED/ RESUBMIT
U NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and grieral comph�nce with the Contract Documents only.
Notations Do Not Authorize Changes to Contract Sum.
Reviews, Comments and/or corrections does not relieve the
Contractor from compliance with the Contract Documents. The
Contractor is responsible for confirming and correlating all
Quantities, dimensions, tolerances, clearances, fabrication
processes, techniques and sequences of construction,
compatibility of materials and materials coordination of their
work with otter trades and subcontractors, performance of
work in a salt eat satisfactory manner aad for full compliance
with the Cabsot Documents../
except 0=11h)1=474,
0 i �\ 1
N/' OF r �,—
iAv
LOR�O��\��
/// �FSSIONA \��\
REVIEWED BY
IGN GROUP
Dead Load De&=114 in
5.00 r2
5x7 = 2x4 It 50 =
6x6 11 - 11 10 lJ
3x4 — 3x6 = 3x8 = 30 = are = 3x4 = 5x4 =
3x4 =
Or1r0 8b0 0.^4-0 BdO 7I 224I 4-21-0
8524-0 8.3--5
Plate Offsets (X Y)— rl:044
0-05] I6:0-5-4 0-2-8] 18:0.5-4
0.2A1 112:0.2-00.2-12)
LOADING(psf)
SPACING- 2-04
C51.
DEFL.
in Qoc)
Ildefl
Ud
PLATES GRIP
TCLL 20.0
Plate Gdp DOL 125
TC 0.48
Vert(LL)
-0.18 17-19
>999
240
MT20 2441190
TCDL 7.6
Lumber DOL 1.25
BC 0.95
Vert(CT)
-0.40 17-19
>999
180
BCLL 0.0
Rep Stress Ina YES
WB 0.68
Hom(CT)
0.14 12
We
We
BCDL 10.0
Code FBC20171TP12014
MatdxS
Weight2491b F17=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP N0.2 *Except'
TOP CHORD
T1: 2x4 SP M 31
GOT CHORD 2x4 SP No.2
BOT CHORD
WEBS 2x4 SP No.3
WEBS
SLIDER Left 2x6 SP No.23-0-9
REACTIONS. (size) 1=0-e-0 (min. 0.1-13), 12=0-e-0 (min. 0.1-13)
Max Hou 1=198(LC 8)
Max Upli81=493(LC 8),12=456(LC 9)
Max Grav1=1518(LC 1), 12=1518(LC 1)
Structural wood sheathing directly applied or 3-0-4 oc purfins, except
end verticals.
Rigid ceiling directly applied or 2-2-0 oc bracing.
1 Row at midpt 6-16
FORCES. (Ib)-Max. Comp./Max.Ten. -Ali forces 250 pb) or lass except when shown.
TOP CHORD 1-2=2966/951, 2-3=28921961, 34=2794f888, 45=2755/898, 55=2254/793,
6-7=2068/806, 741=2068/806, 8-9=20547730, 9-10=1839/575
BOT CHORD 1-19=976/2597, 18-19=8a4/2443, 17-18=-804/2443, 16-17=564/2027,1576=503/1838,
14-15=,54911850, 1314=549/1850, 12-13=33611084
WEBS 519=54/343, 517=571f364, 0.17=1681533, 6-16=86/253, 7-16=-321/241,
8-16=1791514, 8.15=-55282, 9-13=448/218, 10-13=166/790, 10-12=1801/564
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=1511; Cat 11: Exp C; End., GCpi=0.18:
M WFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60
3) Provide adequate drainage to preventwater pending.
4) This buss has been designed for a 10.0 psf bsfflom chord live load noncencument with any other live loads.
5) Provide mechanical connection (by o ebleehrilns�rMirgv600dWpliBm ' int(6) except at --lb) 1=493.
12=456. REVIEWED 0 REVIEWED AS NOTED
LOAD CASE(S) Standard 11 REVISES RESUBMIT ❑ REJECTED( RESUBMIT
❑ NOT REVIEWED 13 FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and general compliance with the Contract Documents only.
Notations Do flat Authorize Changes to Contract Sum.
Reviews, Comments and/or corrections does not relieve the
Contractor from compliance with the Contract Documents. The
Contractor Is responsible for confirming and correlating all
quantities, dimensions, tolerances, clearances, fabrication
processes, techniques and sequences at construction,
compatibility of materials and materials coordination of their
work with olhar trades and subcontractors, performance of
work in a safe and satisfactory manger and for II compliance
with tke t Is.
3 ED BY
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