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INSPECTION W/ ENG LETTER PREPARED 10/2417, 14:01:43 INSPECTION TICKET PAGE 27 Harnett aunty INSPECTOR: IVR DATE 10/25/17 ADDRESS . : 68 CLARENDON CT SUBDIV: OXFORD WOODS PH 2 15L0TS CONTRACTOR : COMFORT HOMES INC PHONE (919) 553-3242 OWNER . . : COMFORT HOMES INC PHONE : PARCEL . : 04-0692- - -0017- -49- APPL NUMBER: 17-50041742 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T/S: 06/30/2017 03 :37 PM BPETRICH -- 68 CLARENDON COURT ANGIER 27501 OXFORD WOODS #30 NC 210 N - RIGHT ON BENSON ROAD - RIGHT ON OLD STAGE - SUBDIVISION ON RIGHT T/S: 08/18/2017 10: 17 AM JBROCK ---- PREMISE # 53321230 STRUCTURE: 000 000 77136 3BD 2BA CRAWL. W/GARAGE W/DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' • NEW TANK WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS A814 01 8/17/17 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 003013638 8/21/17 AP 68 CIARENDON CT ANGIER 27501 T/S: 08/21/2017 10:36 AM SBENNETT B101 01 8/17/17 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003013646 8/17/17 AP T/S: 08/16/2017 01:26 PM JBROCK T/S: 08/17/2017 03:31 PM DETAYLOR B103 01 9/19/17 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003026788 9/19/17 AP T/S: 09/18/2017 01:41 PM JBROCK T/S: 09/19/2017 12:21 PM DETAYLOR 8105 01 10/05/17 DT R*OPEN FLOOR TIME: 17 :00 VRU #: 003033651 10/05/17 AP T/S: 10/03/2017 01:22 PM BPETRICH T/S: 10/05/2017 02 :44 PM DETAYLOR R425 01 10/23/17 KS FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003042074 10/23/17 DA T/S: 10/19/2017 01:44 PM BPETRICH T/S: 10/23/2017 03 :02 PM KSLATTUM 1. Trusses A03 and A08 missing bracing. 2. Girder truss D03 missing uplift on exterior wall end. 3 Gable end truss over dinning area calls for continuous support for bottom chord. Need truss engineers OK for current use. 4 . Need truss engineers OK for adding fflat ceiling instead of tray for E02 trusses. OK to side and insulate. I129 01 10/25/17 1 TI� R*INSULATION INSPECTION TIME: 17:00 VRU #: 003043700 ItIZ57t7 o n\`1{!1 vs: 10/24/2017 11:39 AM BPETRICH R425 02 10/25/177TI •Ye FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003043692 1 ^T (0/iC/L9 . ��i- T/S: 10/24/2017 11:39 AM BPETRICH 1 1 COMMENTS AND NOTES 7.7 ENGINEERI TRENCO A MiTek Alliliate Trona) 818 Soundside Rd Edenton, NC 27932 Re'. REPAIR TRAY The truss drawing(s) referenced below hake been prepared by Truss Engineering Co. under my direct supervision based on the parameters provided by Stock Building Supply-Monroe, NC. Pages or skeins covered by this seal. TI2340166 thru T12340166 My license renewal date for the state of North Carolina is December 31, 2017. North Carolina COA. 0-0844 PSNCAR° Skidr tiotic r tt:t �P2 ASA P.. October 24,2017 Albani,Thomas IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the budding designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. • Job Truss Tress Type Ory Pay - - T12340106 REPAIR_TRAY E02 COMMON 4 1 _Lob Reference WrielnNI Stock Components 9130 s Sep IS 2017 Mdek Industries Iris Tue Od 24 W 31 35 2017 Page 1 ID aYPi CGPe,O0J VUv 9K3ll FhzoAN s dlegu By OTk?KwXu A a46resOp190peLeELIH y3Ey0Fnia 11.0 3-24 62-8 9-2-5 160 13-4.0 0.110 2.3-01 0.11-0 1 30.0 6 3 0 0-2-0 0-11.0 APTA09 WITH 2 ROW S OF 1 O4 NAILS 101NO 2 sCAB To 31'Fx C'1 or TRJss 455 stele-.N0 ASPACED @SOC USE 2-MEMaeR ENI]DISTANCE - 0 REPAIR TO FORM FLAT CEILING. loo I 254 .4 E c we Na u ) A-5... %419 4 A. aP i 2.4 era 354 14 8 6-2.0 -- - 1250 2 23-8 1-I1-0 3-110 2-3-8 Plate Offsets{%Y)- j6.0-2-140-2-0L IF 0-2-14,0-2 Dj LOADING Ipsry SPACING- 2 0-0 CS!. GEFL in Moot I/deft Lid PLATES GRIP TOLL 200 Plate Grip DOL 100 TC 023 VerILLi 408 I >999 240 MT20 244ry90 TCDL 100 Lumber DOE 1 15 BC 030 verlITLI 020 I >715 ISO RCLL 00 - Rep Stress Ina YES WE 0 0 Horzi IL) 009 H We n/a Weight 67 lb FT-20°a °CDL 10 Code IRC200WTPl2007 Matrix-MS LUMBER- BRACING. TOP CHORD 2s4 SP 1650F I 5E or 2x1 SP No 1 or 2x4 SP 55 TOP CHORD Structural wood sheathing directly applied or 60-0 oc purlins BOT CHORD 2x4 SP 1650F I SE or 2x4 SP No I or 2x4 SP 55 BOTecpt CHORD exceteennd9 directly applied or 1000oc bracing vertiCals WEBS 2e4 SP Not Wee recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with SIffiJ¢er Installation guide. REACTIONS. IlbisizeI L=59210-3-.1105921080 Max How L=165(L05) Max Uplift L=133(LC TI.H=133{LC 01 FORCES. Obi-Max Comp/Max Ten -All forces 250 llb)or less except when shown TOP CHORD B-P7651196.C-D=-571/147 D-E=-5711147 E-F=765/196 B-L=5491191.F-H=549.'191 BOT CHORD R-J=.120)642 F>I=511042 WEBS DJ-3x403 NOTES I I Unbalanced roof live leads have been considered for this design 21 Wind ASCE 7.05 110mph TCDLe6 Opel RCDL=6 Dps(.h=3011 Cat n Exp B.enclosed.MW FRS ilow-rlsel gable end zone and CC Exteror(D zone cantilever left and right exposed evertical and right exposed C.0 for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate grip DOL=I 33 31 This truss has been de5,gned for basic load combinations which include cases will reductions for multiple Concurrent live loads 41 This truss has been designed fa 1000 (bottom chord live load non 1 Oh any other live loads 5) This truss has peen designed fload of 20 Opsf on the tottorn chord in all areas..here a rectangle 3-6-0 ttall 2-0-0 wide :�,�� c - roll le between the bohbll Chord and any other 6 Provide mechanical coection thy Umersl of truss to bearing plate'Capable f welhstanding 100 lb uplift atmthSt except hl-4b) O SJ /1/L=135 MIS :oF o.l. . i EA` T ti .EN1;IN ` ''- P e 'W,WAS A PA".,- . 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