INSPECTION W/ ENG INFO PREPARED 5/15/18, 14:16:14 INSPECTION TICKET PAGE 30
Harnett County INSPECTOR: IVR DATE 5/16/18
ADDRESS . : 43 WILDLIFE BRIDGE CT SUBDIV: ACC CROSSING PH8 SECT2A 21LTS
CONTRACTOR : H & H CONSTRUCTORS INC PHONE : (910) 486-4864
OWNER . . : H & H CONSTRUCTORS INC PHONE :
PARCEL . . : 01-0535-26- -0100- -05-
APPL NUMBER: 18-50043358 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 02/21/2018 12:00 PM BPETRICH --
43 WILDLIFE BRIDGE CT SPRING LAKE 28390
ANDERSON CREEK CROSSING #113
STRUCTURE: 000 000 41E62 4BD 2.5BA CRAWL W/GARAGE & COVDECK
FLOOD ZONE • FLOOD ZONE X
# BATHS • 2.5 # BEDROOMS 4.00
PROPOSED USE • SFD SEPTIC - EXISTING' • SEWER
WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
A814 01 3/15/18 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 003101813
3/15/18 AP 43 WILDLIFE BRIDGE CT SPRING LAKE 28390
T/S: 03/15/2018 11:41 AM SBENNETT
8101 01 3/15/18 JH R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003101805
3/15/18 AP T/S: 03/14/2018 11:44 AM BPETRICH
NO T-POLE
B103 01 3/21/18 JH R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003103900
3/21/18 AP T/S: 03/20/2018 11:48 AM DJOHNSON
TSP ALSO
T-POLE PASSED
B105 01 4/04/18 JH R*OPEN FLOOR TIME: 17:00 VRU #: 003109089
4/04/18 AP T/S: 04/02/2018 09:30 AM LLUCAS
T/S: 04/03/2018 01:54 PM BPETRICH
B104 01 5/07/18 JB R*FOUND & SETBACK VERIF SURVEY TIME: 17:00 VRU #: 003124716
5/07/18 AP T/S: 05/07/2018 02:58 PM JBROCK
R425 01 5/09/18 JH FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003124856
5/09/18 DA T/S: 05/08/2018 09:15 AM LLUCAS
An Missing apchor bolts at man door in garage.M Fire box not
installed.4)Strap columns in dining & living rooms every
16" per plans.94issing hurricane on master bed front
wall./)Seal all holes in air barriers005)Fire caulk top of
chase & hole in master bed front wall.dl. Need 3 studs each
end of 3ply truss & missing hurricane straps.8)Engineer
letter for holes in 3ply trussA3 'head of water on drain
line test.
447,
R425 02 5/1 1 /18 FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003128147
T/S: 05/15/2018 01:19 PM JBROCK
COMMENTS AND NOTES
ENGINEERING
A MiTek Affiliate
RE: 1387080 - H&H-NC/Biltmore/113/AndersonCreekCrossi Trenco
818 Soundside Rd
Site Information: Edenton, NC 27932
Project Customer: H and H Project Name: 1387080
Lot/Block: 113 Subdivision: Anderson Creek Crossing
Model:
Address:
City: SPRING LAKE State: NC
General Truss Engineering Criteria & Design Loads (Individual Truss Design
Drawings Show Special Loading Conditions):
Design Code: IRC2009/iP12007 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-05 Wind Speed: 100 mph Design Method: MWFRS(low-rise)/C-C hybrid Wind ASCE 7-05
Roof Load: 40.0 psf Floor Load: N/A psf
Mean Roof Height(feet): 25 Exposure Category: C
No. Seal f Truss Name Date
1 133305984 C04 5/11/18
The truss drawing(s)referenced above have been prepared by ,,,, „
MiTek USA,Inc.under my direct supervision based on the parameters `;�N CARO
provided by Builders FirstSource-Sumter,SC. OP ..... ..
Truss Design Engineer's Name: Vance, Jeff ��r/yQ. O 4 r.
My license renewal date for the state of North Carolina is December 31,2018.
IMPORTANT NOTE:The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s)identified and that the I
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown(e.g.,toads,supports,dimensions,shapes and design codes),which were •
-
given to MiTek or TRENCO. Any project specific information included is for MTek's or : v
TRENCO's customers file reference purpose only,and was not taken into account in the :<% • 'GINEEP. G
preparation of these designs. MiTek or TRENCO has not independently verified the � ,C PCS s:
applicability of the design parameters or the designs for any particular building. Before use, , 9FY C
the building designer should verify applicability of design parameters and property ,,"
incorporate these designs into the overall building design per ANSI/TRI 1,Chapter 2.
May 11,2018
1 of 1 Vance, Jeff
kb 'mTmss Truss Type GN Ply FaNNGBAOnor&113'AMersaGeelcma4
13330.5984
"128700/ L !0% Common GlNer I
I - 2 bb Reterenc.(oofbvll
Builders First Son Sumbr,OC 9210 sFb 232010M4W industries.Inc. Fri May 111402:212015 Paget
ID:b9G]FSbhM%sXwp5BOSNOZATh2-iGZuxBubWlieFC98mfp3Jqugay0DfiUKdxzHTh0
I. 4.2-10 d1-12 11-1114_ 18-1-8 I
- 4-2-10 3-11-2 3-10-2 4-1-10
REPAIR:
3/4'HOLE DRILLED IN BOTTOM CHORD 0-4" 4x5 I I Scale=1:615
FROM LEFT END 1-12"UP FROM BOTTOM OF BOTTOM CHORD.
II'FROM LEFT END(3)-1/2"HOLES DRILLED 1-1/4"APART ALONG CENTERLINE.
ADD 13'CONTINUOUS BEARING AS SHOiiftil. G
t]0/it] lio
2x4
Lot ,/
E
A
4,5 2
O
B
F
A 2-I V G
1LI8 ,rti
�III�III�III'1lil••_IIIOIII—III—` IN
HTU26 HTU26 HTU26 HTU26 HTU26 H1U26
R S T I U V H 1-1TU26 4x10 II
3x10 MT2OHS II 7x14 MT2OHS=
NO LUMBER DEFECTS ARE TO BE LOCATED WITHIN ti-12"OF HOLES.
8-1-12 130-0 1 16-1-8 I
8-1-12 410-4 3-1-8
Plate otsetslx V)- IA:0-5-8 Edgel fG 0a1l o-o-IL 111:47p0,9-4-12J
I i
LOADING (psi) SPACING- 2-0-0 CSI. TEFL in (lpc) I/dell Ud PLATES GRIP
TCLL 2 .0 I Plate Grip DOI_ 115 TC 0.79 Vert(LL) -012 I-L >847 360 MT20 244/190
TCDL 1000 Lumber DOL 1.15 BC 055 Merlin) -027 1-L >358 240 MT2OHS 187/143
BCLL 00 ' I Rep Stress0
NO WB 0.19 HOrz(LL) 04 A %a n/2-
BCDL 100 i Code IRC2009009/TPI2007 Matrix-MS Wand(LL) 0.22 EL >438 240 Weight:219 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5812 oc purlins.
BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 100.0 oc bracing
WEBS 2x4 SP NO2
SLIDER Left 2x4 SP No.3 2-0-0,Right 2x6 SP No 2 2-0-0
REACTORS. All bearings 13-0-0 excepl(p=length)G=0-3-8,H=0-3-.
(Ib)- Max Harz A=252(LC 5)
Max Uplift All uplift 100 Ib or less atjcid(s)except A=1077(LC7),G=551(LC 6),1=1975(LC 6),H=890(LC 4)
Max Gray All reactions 250 lb or less at pint(s)except A=1878(LC 2),G=940(LC 1),1=2940(LC 2),H=1119(LC 12),
A=1624(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD A-B=2336/1622,B-C=788/512,C-D=-707/562,O-E=15701531,E-F=13701490,
FG=499/358
BOT CHORD A-R=540/647,RS=540847,S-T=540/647,I-T=540/647,I-U=312/510,U-V=312/510,
H-W-312/510,H-W=312/510,G-W=312/510
WEBS C-1=368/329,0.1=696/758
NOTES- (12)
1)2-ply truss to be connected together iath iM(0.131•x3")nails as follows:
Top chords connected as follows.2x4-t row at 0-9-0 sec.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc.
Webs connected as follows.2x4-1 row at 0-9-0 oc. 1111 I
2)All loads are considered equally applied to all plies except if noted as front(Dor back(B)face in the LOAD CASE(S)section.Ply to s stlt r ,u /
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .xs , ` AROi/ .
3)unbalanced roof live loads have been oonsaered for this design. ;`xe�I /�I,�'>
4)Wind:ASCE 7-05;100mph.TCDL=.0psfi BCDL=6.0psI,h=25ft;Cat II,Exp C;enclosed,MWFRS(lw-ase)',end veeeal left and _well 4. >'HYMI MwA>>.
right exposed,Lumber DOL-1.60 pate grip DOL=160 9*•,
5)This truss has been designed for basic load mnbinalions,which include cases with reductions for multiple concurrenteve loads
6)All plates are MT20INates unless otherwise indicated. - SEAL
7)This truss has been designed for a 10.0 psf bottom chord live load nonmrcunent with any other live loads. - •
8)•This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide 046588
MI It between the bottom chord and any other members.
9)Pmviee mechanical Gonnea:on(by others)of truss to bearing plate capable of withstanding 1077 lb uplift at joint A,551 lb uplift at -
joint 0,1975 lb uplift at joint 1,890 lb uplift at joint H and 1077 lb uplift at joint A. � v •••,C 0% 4 .`
10)Use Simpson Strong-Ta HTU26(20-10d Girder,11-100x11/2 Truss,Single Ply Girder)or equivalent snared at 280oc max.
-,t' ••.GINE-. A_\6J;s
starting at 2-0-12 from the left end to 14-0-12 to coned tmss(es)to back face of bottom chord. z/'%TFy C .I I-\s`
11)Fill all nail holes where harper is in¢aiact with lumber. V
12)This manufactured truss is designed as an individual building component. The suitability and use of this component for any r I r I h I h 11ss
parllcuMr building is the responsblbry of the beating designer per ANSI TPI 1 as referenced by the building code May 11,2018
4,wAused rot useytiegn M1Tht ossted"Th Rea deeeaw nit ANO raurmmnres�edrPAGE M11.7473 we.ennvnw DEFODeism ltE USE ENGINEERING or
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Job t- Truss Truss Type Gly Ply H&H4IGBIIOnoreIll3AMrwnCseeCrosN
133305984
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Builders Fist Seurre,NMer,SG 8110 s Feb23 2018 MRek Industnee,Inc. in May 1114:0/'112018 Page i
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LOAD CASE(S) Standard
1)Dead+Roof Live(balancedy Lumber Increase=1.15,Plate Ocrease1.15
Uniform Loads(plf)
Vert A-D=-60,D-G=-6O,J-N=.20
Concentrated Loads Ib)
Vert:1=-747(B)R=747(9)5=747(B)T=747(B)U=-747(B)V=-747(B)W=-747(B)
Q wwwa-wry'...pa/molar ae READ Mora ON THIS AND INCLUDED MONK REFEPS CEPAGEs7473 rev.Iwvza5 BEFORE USE ENGINEERING
Design MM 4 use only Nth PATHS eenntlwn.lbs design is based ry wupon pmdnn
wa Ly .end Is In ninon:kW boning mr one t not
truss Arlen.Ware use the bUdIg dSgmt ne9 verify the epplionlity ar despn pennons end properly incerpenole en design Into the overall
building&Nan. Bracing IndlaIS lo preyed
of incIN102a1 truss
ntbnang
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112181N111821 818842N 8e98188 emtionand bracing 814ussesend Msasyfbnu,see AN$NVH Weiny O1Ws,aBJ9 end BOI Bolinn CenrpereM 818 Eoundsde Rood
Senn lnbepen evened.from Inns Pixie Instill,218 N Lee meet Suite 312.Pkvrene,VA22314. Edenton,NC 27932
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