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INSPECTION W/ ENG LETTER PREPARF': ,5/15/1.8, 14:16:14 INSPECTION TICKET PAGE 11 He*rneti County INSPECTOR: IVR DATE 5/16/18 ADDRESS . : 324 GILCHRIST RD SUBDIV: CONTRACTOR : TCC VANDERBUILT LLC PHONE : (919) 774-6319 OWNER . . : BROWN BOBBY & JOSEPHINE PHONE : PARCEL . . : 09-9575- - -0181- -07- APPL NUMBER: 17-50042224 CP MODUTAR HOME DIRECTIONS : T/S: 09/08/2017 09:52 AM LLUCAS ---- 27 TO NC 24 TO GILCHRIST RD - TURN RIGHT GO ABOUT 1.5 MILES ON RIGHT STRUCTURE: 000 000 41X72 4BDR 2BTH W/OAR W/DECK W/SUNROM FLOOD ZONE • FLOOD ZONE X # BEDROOMS 4.00 PROPOSED USE ' SFD SEPTIC - EXISTING? ' COUNTY WATER SUPPLY • NEW SEPTIC PERMIT: CPMH 00 CP MODULAR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 1/10/18 LL R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003074143 1/10/18 AP T/S: 01/09/2018 12 :16 PM LLUCAS T/S: 01/10/2018 03:40 PM LLUCAS B103 01 2/15/18 TSG R*BLDG FOUND & TEMP SVC POLE VRU #: 003089071 2/15/18 DA PIER BEHIND FRONT PORCH AREA DOES NOT HAVE 2" PROJECTION ON RIGHT SIDE. *NOT TEMP BOARD ON SITE A814 01 2/15/18 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 003089778 2/15/18 AP 324 GILCHRIST RD CAMERON 28326 T/S: 02/15/2018 10:33 AM SBENNETT B103 02 2/20/18 DT R*BLDG FOUND & TEMP SVC POLE VRU #: 003091433 2/20/18 AP T/S: 02/20/2018 01:01 PM DETAYLOR B119 01 2/27/18 TSG R*MOD MARRIAGE WALL VRU #: 003094521 2/27/18 DA Key in permit box or door unlocked! 1- could not locate end wall connection paper work 2-end walls covered with house wrap could not see max connection joint 3-need truss lay out to locate truss with engineed connection requirements 4-open these areas in attic to verify required con connections H824 01 2/28/18 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 003096245 2/28/18 AP T/S: 03/01/2018 10:11 AM KHINSON T/S: 03/01/2018 10:11 AM KHINSON 8119 02 3/01/18 TSG R*MOD MARRIAGE WALL TIME: 17:00 VRU 4: 003095445 3/01/18 DA T/S: 02/28/2018 09:21 AM LLUCAS WOULD LIKE THE MORNING 1- HAVE ENG ADDRESS FIELD CONNECTIONS OF TRUSS BOTTOM CORD PER DRAWING. LEAVE THESE AREAS OPEN ALL OTHER WORK IS OK TO CONTINUE. M305 01 4/04/18 TSG R*PLUMB SEWER CONNECTION TIME: 17:00 VRU #: 003110368 4/04/18 AP T/S: 04/03/2018 03:04 PM BPETRICH T/S: 04/04/2018 03 :45 PM DJOHNSON P307 01 4/04/18 TSG R*PLUMB WATER CONNECTION TIME: 17:00 VRU #: 003110376 4/04/18 AP T/S: 04/03/2018 03:04 PM BPETRICH T/S: 04/04/2018 03:45 PM DJOHNSON R425 01 4/10/18 TSG FOUR TRADE ROUGH IN VRU #: 003112141 4/10/18 DA Key is hanging inside garage door to the right Please inspect Garage and deck framing too 1- strap garage door lvl 2-upstairs decking installed could CONTINUED ONTO NEXT PAGE PREPARED ,5/15/18, 14:16:14 INSPECTION TICKET PAGE 12 Harnett4 County INSPECTOR: IVR DATE 5/16/18 ADDRESS . : 324 GILCHRIST RD SUBDIV: CONTRACTOR : TCC VANDERBUILT LLC PHONE : (919) 774-6319 OWNER . . : BROWN BOBBY & JOSEPHINE PHONE : PARCEL . . : 09-9575- - -0181- -07- APPL NUMBER: 17-50042224 CP MODULAR HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS not see area of concern during marriage wall inspectionm the connection of ttruss per engineer B119 03 5/10/18 TSG R*MOD MARRIAGE WALL VRU #: 003125473 5/10/18 DP Key in permit box or door unlocked! area still not open for inspetion as requested on 4/10/18 for roof truss repair per engineer letter $50.00 TIP re-inspection fee B119 04 5 16/ / / R*MOD MARRIAGE WALL TIME: 17:00 VRU #: 003127214 T/S: 05/14/2018 08:59 AM BPETRICH PLEASE CALL JULIAN WITH VANDERBUILT AT 919.200.9520 TO DISCUSS THE TRUSS LETTER - HE IS SAYING NO REPAIRS WERE 40 NEEDED. THANKS! ENG ATTACHED TO TICKET (SEE BETH) R425 03 5/' •/18 a FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003127222 \ �. T/S: 05/14/2018 09:01 AM BPETRICH __V, COMMENTS AND NOTES 235AnlhonyGroveroad R-Anell Homes Crouse, NC 28033 direct 704 483 5511 'curse 800 951 5511 facsimile 704 483 0905 www.r-anell.con To Whom It May Concern: 3/9/2018 RV105-A6 Serial number: 41232 Customer: Brown This letter is to confirm that Truss CCB37709 from the permit package is to be replaced with truss# CCB3711. Sincerely, l K.„,,,) _.% Jonathan Reed Engineering R-Anel) Housing Group, LLC 4W Job ITruss Truss Type OW Ply - Commodore 315 NC 91192CCB37711 CAPE COD 1 1 R41P9F (WITH BEARING AT OH 1 SIDE) _ Ref.#3157426 Universal Forest Products Inc.,Grand Rapids,MI 49525,Weston Gorby 8.130 e Dec 12 2017 MiTek Industries,Inc. Thu Mar 8 10:48 52 2018 Page 1 of 2 Copyright02018 Universal Forest Products, Inc.All Rights Reserved 0-i t'< 20-6-14 - - 20-6-14 0-111-4 °it° N'ilCa 16 Nillit. 17 1. N11111111/4. I.trW °.. 5lat \ X\\\\\\\\\\\\\\\\\\\\\\\\\7 410.°7 15-11-15 .11.1.4% 8 t T 9, •TH18KMTH18K 98012 4 3 ,x 1-0-12 Opt. ?3 V Cut Off Yhole k d 3/4"Ole hole a,' (See Nate N16) 251-12 (See Note X16) ___ -03 MT ea ® •41.1.1 MTH16O Y1 y t 2 o-ru 111 "—a yr - __.— ea ez d LPtl2o 1 - 12 19 1. 18 - W 13 8x12 II 0-I11I-4 8-0-0 I 5_8_7 1-o-9 13-8-14 I 5-8-7 I 8-0-0 0-11-4 41-1-12L I 0-11-4 Plate Offsets(X Y,_J— I1:0-9-3,0-0-01,12:0-0-11,0-0-01,13:0-0-11,0-1-21[9:0-0-11,0-1-21[10:0-0-11,0-0-01,[11:0-1-3,0-4-0],111:0-4-10,0-1-31 SPACING-: 2-0-0 SPACING-: 1-4-0 LOADING (ps0 LOADING (psf SPACING-teGrip2-0-0. TCL DEFL. in 11-15 >28fl 0 PLATES GRIP TCLL 23.1 TCLL 347 Plate D DOL 1.15 TC 0.94 Vert(LL) 0.60 1-15 240>315MT20 137/130 (Ground Snow=30.0) (Ground Snow=45.0) : Lumber DOL 1.15 BC 062 Ven(TL) -0.55 1-15 >315 180 MT18HS 137/130 'TCDL 7.0 TCDL 10.5 Rep Stress Ina YES WB 0.52 Horz(TL) 0.02 11 n/a n/a BCLL 0.0 BCLL 0.0 Code IBC2009/TPI2007 Matrix-R Attic -0.31 14-15 452 360 Weight:277 lb FT=0% BCDL 10.0 BCDL 15.0 LUMBER- BRACING- TOP CHORD 1-1/2%9-1/4 LP-LSL TC 1.75E*Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc T2:2x8 SP No.1 or 2x8 SPF No.2 purlins. T3:2x6 SP No.1 or 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. BOT CHORD 2x10 SP DSS WEBS 2 Rows at 1/3 pts 5-7 WEBS 2x4 SP No.2 or 2x4 SPF No.2*Except' W2:2x8 SP No.2 or 2x8 SPF No.2 REACTIONS. (lb/size) 1=1331/0-3-8 (min.0-2-1).11=1345/0-3-8 (min.0-2-2),14=510/0-3-0 (min.0-1-8), 13=42D/0-3-0 (min.0-1-8) Max Holz 1=-1083(LC 7) Max Uplift 1=-1011(LC 9),11=-1018(LC 9),14=-471(LC 9),13=-435(LC 7) Max Gray 1=1331(LC 1),11=1345(LC 1),14=1256(LC 13),13=1206(LC 13) E-signed by Kevin Freeman FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1489/1126.2-3=-1304/1140,34=-1357/1413,4-5=-1166/1433,5-16=-459/350.6-16=-347/370 ppuutg4X ,B-17=-340/371,7-17=-465/351,7-8=-1166/1432,8-9=-1357/1412,9-10=-1304/1121, dt4N CARO,pe 10-11=-1375/1113 �•iy:.• 0.68/0*Op% BOT CHORD 1-18=-645/1057,15-18=-645/1057,14-15=-640/1055,13-14=-640/1055.12-13=-640/1055, C$ • 0 4/%7 12-19=-642/1057,11-19=642/1057 • ? 9•1 L WEBS 9-12=-534/900,3-15=-584/930,5-7=-874/1420 FE • 0. S AL r ? REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Tension(Ib)/Shear(Ib)/Moment lb-in) Q- +_� 4=1256/1421/261/0.5=885/143202/0,6=272/373/316/0,7=888/1438/72/0,8=1255/1421241/0, G]NE•.+ Qty` 12=534/900/0/0,13=640/1055/687/0,14=640/1055/687/0,15=564/930/0/0 ���r��4j.••'••••••'E(��;0 ttttt, FRttttt The necessarily the when(slate seal olindicates ng code.et ae.. e'enpneenn9eseeai es no'an reviewed lltto use IIn under n specificste ale. s The referencedletionton1s whetrer 3/82018 a truss design is acceptable under the locally adopted building code rest HM he building olfian or designated appantee. ® WARNING Verify design parameters and READ NOTES Universal t Products.Inc. 2801 EAST BELTLINE HD,NE mM _ e PHONE H16064-6161 FAX(018)-38S0080 GRAND RAPIDS,00116545 , TAThis component M'been desiredForth.loads noted on Me drawling.Constmotion and liNng forces have not been considend The Tne builderpmsJNe Iodating methods and system design. Builder N iE W defied under TPII This designbased only upon parameters and is or an. dual Wading W t tbe metaled andl0BdedcaMy.MpM dit r design parameters and proper incorporation I component iP 1ty on bolding A designer nett uss designer.Bracing Mown is for lateral suppott Of indIVIdUSI web members oniy.Additional temporary bracing to more stability dump construction ,� Is the reeponslbaly of to erector.AWAma overall aa p.nnanenl beg of the overuWre'la me responsibility el the bulking designer.For general guidance regarding fabnu(n dually control.storage.delivery.ereman end bracing.nems aCSl 1-08 from the Wood Trus.Council of Amenea and Truss Plate InsuMe Recommendation available nom WTCA,0300 Enterprise LN.Madison.WI 53719.kuppofW lekSuppWmgateaWbtee J r.- Job - -- Truss Truss Type Oily PH Commodore 315 NC 91192 CCB37711 CAPE COD 1 1 R41P9F (WITH BEARING AT OH 1 SIDE) Ref.#3157426 Universal Forest Products Inc.,Grand Rapids,MI 49525,Weston Gorby 8.130 e Dec 122017 MiTek Industries,Inc. Thu Mar810:48:522018 Page 2 oft & rf�lght©2018 Universal Forest Products,Inc.All Rights Reserved 1)Wind:ASCE 7-05;130mph©241n o.c.;TCDL=2.8psf BCDL=4.0psf(Alt.150mph eg16in o.c.;TCDL42psq BCDL=6.Opsf);h=30ft;Cat.II;Exp C; enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=23.1 psf(roof snow);Category II;Exp C;Partially Exp.;Ct1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 6)NI plates are MT20 plates unless otherwise indicated. 7)See HINGE PLATE DETAILS for plate placement. 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 9)All additional member connections shall be provided by others for forces as indicated. 10)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 11) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 12)Ceiling dead load(5.0 psf)on member(s).3-5,7-9,5-7 13)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-15,13-14,12-13 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1011 lb uplift at joint 1,1018 lb uplift at joint 11,471 lb uplift at joint 14 and 435 lb uplift at joint 13. 15)This truss has been designed in accordance with the 2009 IBC Section 2303.4.6,2009 IRC Section 802.10.2. 16)This truss design allows for the following max.bolt holes along the member alines spaced a min.of 0-6-0 apart:0.750in in the bottom chord. 17)Attic room checked for L1360 deflection. 18)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. 19)The field-installed members are an integral part of the truss design.Retain a design professional to specify final field connections and temporary supports.All field-installed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position. 20) Based on:CCB37709 21) Revision.Removed bottom chord scabs,added hole note. The professional enPneemg seal indicates that a licensed professions has reviewed Re design under the standards referenced within this document not necessarily the current state Wilding code.The ergineenng seal Is not en approval to use in a specific state.The final determination on whether Me design is acceptable under the locally adopted building rude reel wN the building ofngl or designated appointee. A WARNING •Verify designparameters and READ NOTES Universal Ft Products.Inc. 2801 EASTBELTtwE RD,NE RHONE(618)-384-6161 FAX(616)-385-0080 GRAND RAPIDS,MI 49525 Truss shall not be tut or modified in approval IN design The icomponentmonlybeen5 c and liTg fhaveM N responsible for Nrg system1e defined inder TPn This design parameters andis tor aninchvicluel building component to tie' staled aryl loaded writs of pro bitty designproper N of componentponbiryof building • designer.Bracing now isbrnlateralsupport of individual members r.y.Fdd.m temporary bracing to.insure stability dunng consowlm yl is tn.responubty oftheerector.Additional Permanent Gaon°M ele ovuseuc6re is me reeponvalm of Me Wia,ngenc.Mir.for general guidance regarding '_ IrnMrion.quality control,se LN. ,adis i,y.em3Wn and bracing.consult acs!1.06 from the Wood Truss Council of ATOMS son Tuse Flet Institute Recommendation welled. from WTCA.6300 Enterpnee LN,madman,001 53]19 its pporM eekSuppWmrlatesUp.lpe UNIVERSAL FOREST PRODUCTS, INC. Job MFG 91192 CCB37711 COMMODORE 315 The professional engineering seal indicates that a licensed professional has revewed the design under the standards referenced within this document.not necessarily the current slate building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ttttttttttttttttttt .• , SPED •Yry•'.9',///. £& iI RR Gjx:pp4/ r pi, y,I/1�N•., 001 / is�. /t"'Omn tttttt Corporate Engineering 2801 East Beltline, NE Grand Rapids, MI 49525-9736 (616)364-6161 Fax (616)365-0060 ufpi.corn