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INSPECTIONS
PREPARED 7/21/09, 13:57:47 INSPECTION TICKET PAGE 32 Harnett County INSPECTOR: IVR DATE 7/22/09 ADDRESS . : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 28X45 SLAB 413D/2.5BA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 q TI R*HLDG FOOTING / TEMP SVC POLE VRU 001797719 - COMMENTS AND NOTES - PREPARED 7/27/09, 13:58:25 INSPECTION TICKET PAGE 41 Harnett County INSPECTOR: IVR DATE 7/28/09 ADDRESS . : 105 BOSTON HEIR SUBDIV: VILLAGE OF LEXINGTON 73L0TS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:l #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 28X45 SLAB 4BD/2.SBA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR B103 01 77/288//0099 T ~ _ R*BLDG FOUND & TEMP SVC POLE VRU 001801250 - - - COMMENTS AND NOTES - - - - - PREPARED 8/12/09, 14:00:21 INSPECTION TICKET PAGE 31 Harnett County INSPECTOR: IVR DATE 8/13/09 ADDRESS . : 105 BOSTON HER SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 2BX45 SLAB 4BD/2.5BA W/GAR ' FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING./ TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR 8103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HER LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 TI R*PLUMB UNDER SLAB VRU 001808208 3'd tl-e~ VOICE MESSAGE LEFT - COMMENTS AND NOTES - - racr. rruccu o~~.:~v i~...r ...i..... .i.,..... Harnett County INSPECTOR: IVR DATE 8/17/09 ADDRESS . : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 45 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 2SX45 SLAB 4BD/2.5BA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 - 9101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR B103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HBR LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 DT R*PLUMB UNDER SLAB VRU 001808208 8/13/09 AP VOICE MESSAGE LEFT B111 01 8/17/09 T~ R*BLDG SLAB INSP VRU 001809467 Vaim r/Af `7~0( OICE'rMES~SAGE 'LFF1 4, COMMENTS AND NOTES PREPARED 9/09/09, 14:03:34 INSPECTION TICKET PAGE 33 Harnet%= County INSPECTOR: IVR DATE 9/10/09 ADDRESS . : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 28X45 SLAB 4BD/2.5BA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR B103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HBR LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 DT R*PLUMB UNDER SLAB VRU 001808208 8/13/09 AP VOICE MESSAGE LEFT Bill 01 8/17/09 DT R*BLDG SLAB INSP VRU 001809467 8/17/09 AP VOICE MESSAGE LEFT R425 01 9/9`G T_ %I FOUR TRADE ROUGH IN VRU 001819321 SL 1 A-b b r - - - COMMENTS AND NOTES VIOLATION NOTICE 11 1 REMOVE! Harnett County Inspection Department 108 East Front Street • P.O. Box 65 Lillington, NC 27546 Phone: (910) 893-7525 Ext. 1 • Fax: (910) 893-2793 Job Name: NLS < i 6~S Date: O Address: I t)<- Lot No.: h~ Permit No.: ( Check Box for Violation ) ❑ O ❑ ❑ ❑ ❑ ❑ ❑ Footing Foundation Bldg. Elec. Plumb. Mech. Insul. Floor Fram. ❑ ❑ ❑ ❑ ❑ ❑ ❑ Floor Slab MFG. Home Modular Damp/Water Structural Wall Sheath. Other Proof. Violations Found: (T~ <<~ ~~~d c M c j ~ 6 ~ 1 (1 I~,( a r o L J G 3) 6 III ho~ec n2 4-cr C1r<~c 1~ ,)CR `0-1- _ /~1V~ I U~~~pr' b `Y-'N V~UVSP~wffSO V) ..c Code Enforcement Official Signature: - Date: Gl //q 9 It is unlaVO5 for any subcontractor, n al ontractor, or owner to cover or cause to be covered any part of the work with floor- ing, sheetrock, earth or other material until the proper inspector had ample time to approve the installation WHITE COPY- CONTRACTOR/OWNER YELLOW COPY - INSPECTORS PREPARED 9/15/09, 14:00:18 INSPECTION TICKET PAGE 26 Harnett County, INSPECTOR: IVR DATE 9/16/09 ADDRESS 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 2BX45 SLAB 4BD/2.SBA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD - SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSP 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR B103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HBR LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 DT R*PLUMB UNDER SLAB VRU 001808208 8/13/09 AP VOICE MESSAGE LEFT B111 01 8/17/09 DT R*BLDG SLAB INSP VRU 001809467 8/17/09 AP VOICE MESSAGE LEFT R425 01 9/10/09 FOUR TRADE ROUGH IN VRU 001819321 9/10/09 DA 1. Jack studs missing. 2. Need engineer repair for damaged truss at bottom of master tub. 3. Fire caulk all holes in top plate. 4. All osb must be covered with housewrap. T/S: 09/10/2009 03:27 PM DETAYLOR R425 02 9/1/09 FOUR TRADE ROUGH IN VRU 001822362 ~~lJ - - COMMENTS AND NOTES - f"'+ VIOLATION NOTICE 11 1 REMOVE! Harnett County Inspection Department was , 108 East Front Street • P.O. Box 65 Lillington, NC 27546 Phone: (910) 893-7525 Ext. 1 • Fax: (910) 893-2793 Job Name:- CCLv~ nr.~, Date: 6~ ``1 Address: 1t_4_ ~16 /Ca d nci 6~6 -j Lot No.: 5 Permit No.: I Check Box for Violation 0 O O O 0 0 O 0 Footing Foundation Bldg. Elec. Plumb. Mech. Insul. Floor Fram. a 0 0 0 0 0 0 Floor Slab MFG. Home Modular Damp/Water Structural Wall Sheath. Other Proof. Violations Found: lj lnr rN 4-- L^ J - ~ .n .ur~t Code Enforcement Official Signature:/J/ / - Date: It is unl ' ul'for any subcontractgeneral contractor, or owner to cover or cause to be covered any part of the work with floor- ing, sheetrock, earth or other material until the proper inspector had ample time to approve the installation WHITE COPY - CONTRACTOR/OWNER YELLOW COPY - INSPECTORS comcH ENGINEERED TRUSSES & BEAMS DIVISION OF CAPE FEAR SUPPLY CO. Reilly Road Industrial Park P.O. Box 40408 • Fayetteville, N.C. 28309 (910) 864-TRUS • 1-800-868-5295 FAX (910) 864-4444 www.comtechfa .COM Septerri er 15, 2009 Harnett County Inspectors PO Box 65 Lillington, NC 27546 RE: Floor truss F03; Lot 5 Village of Lexington Builder: Caviness & Cates Dear Sir or Madam: Comtech has inspected the floor truss damage sited by the previous inspection and finds the following: The plate in question, which was pulled back on one corner, was required to have 11 teeth properly imbedded and actually had 18. We have enclosed the Joint inspection detail Comtech used in this verification. Note that the plate required on the engineered drawing was a 3" x 5". Comtech actually upsizes this plating condition to a 4" x 4" to ensure adequate tooth holding. As required by IBC NC 2002 and 2006, Comtech is required to maintain a quality inspection process. A portion of the required inspection is enclosed for your information. Please note specifically page 8 highlights. The field inspection performed by Comtech actually used the Tooth Count Method highlighted on page 12-13, which is more thorough than our in-house process and is used to inspect any joint that fails the PPM preliminary inspection. The 1/8 inch gouge in the top chord of the truss does nothing to degrade the #I piece of lumber used in the design of the floor truss. We have enclosed a Truss Technology Bulletin on lumber grades. Please note that the #I grade allows wane as well as a 1" hole. Comtech's inspection verifies that the F03 Floor truss in question meets the criteria specified in Ansi TPI-95 and Ansi TPI-2002 as required by the current North Carolina Building Code. If Comtech can be of further assistance to your deparatment on this or any other truss matter, we encourage you to contact us! Sincerely, Thomas O. Hollinshed Vice President Job ITmas (Truss Type -0y Ply 'Gav&Cetesl6 Vdlege al Lex Mernett j92937 F03 .IFLOOR COmtech, Inc., Payetleville, INC 28309 ].120 5 Apr 9 2009 MiTek Industries, Inc. Tue Sep 151036'.582009 Page 1 j i i 10 e-epect7w-- - I Member T1 Teeth Fee. = 21__ l i I i I I i' I Teeth Req. = eel Raq. = 9 I 18 e~eG~1're ~ Member: W2 / Member: W2 I i ~ I The Plate Rotational Tolerance is restricted by the truss border. Joint: e 3x4 MT20 Fabrication Tel. = 0% Joint Stress Index (JSI) = 0.54 = 0% Fabncation Tolerance Polygon = 0% Fabrication Tolerance Polygon = 118" Radius Tolerance Circle 1:1 j ~jJob2l)37~ Truss Type Qty Ply Cav 8 Cetesl 5 Village et Lax /Hamett F03'- FLOOR ` 8 Jab Reference (optional) .Comtech, Inc:,, Fayetteville, INC 28309 7.120 s Apr 9 2009 MR'ek Industries,-Inc.. Tue Jul 14 12:03:11 2009 Page 1 0.1-8 ' H 0-1~ 8 Scalb=1:26.6 1.5x3 11 1.5x3= 3x4 ` 3x4 3x4 = 1.5)611 3x4 1 5z3 3z4 = - 3.4 = 3x4 11 1 2 3 4- 5 8 7' 8`. 9 - 10 19 ~q r `1l l~ `17 16 15 14 - 13 12 11 3x6 - 3x4 - 3x4 1.5X3 11 3x4 = 3x6 30 3z8 2.9-0 ' ..5-3-0 - 12-11-0 15-8-D 2-9-0 2-6-0 - 7-8-0 2-9-0 Plate Offsets (X V):'14:0-1-8.Edgel [14:0-1-e Edge) - "LOADING(psf) SPACING - 2-0-0 ".'CSI DEFL in ,(loc) Udefl Lid. PLATES :GRIP ~ TCLL , 40.0 Plates Increase 1.00 TC -:0.28 Vert(LL) -0.16 43-14"->999 480' MT20 2441190 TCDL 10.0 Lumber Increase-: 1.00 -BC .0.60: - Vert(TL) -0.2613-14 >708 -.360 - BCLL 0.0 ; Rep Stress lncc -,YES WB 036 Horz(TL) 0.05;,-11' ~nla n/e BCDL 5.0 Cade IRC20031TP12002 {Metnz) _ Weight: 81 lb LUMBER? BRACING - TOP CHORD 4:X 2 SYP No' '1 TOP CHORD `Slnuturel wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 4 X 2 SYP No 1 except end verticala. WEBS 4 X 2 SYP No 3 BOT CHORD_ 'Rigid ceiling Ciredly, applied or 10-0-0 oc bracing. _ REACTIONS (Ib/size) 18=84210-1-8 (input:`0-3-0), 11=848/Mechanical , - FORCES (Ib) - Maximum CompressionlMaximum Tension _ TOP CHORD. 18-19=-4010; 1-19=-40/0.'10-,1 1=-3910,?.1-2=-2/0,'2-3==1742/0; 34=-2745/0, 4-5=-3102/0, 5-6=310210, 6-7=-280010, 7-8=-2800/0, B-9=-173610, 9-10=0/0 BOT CHORD 17-18=011047, 16-17=012400;15-16=0/3102,14-15=013102;_13-14=0/3059,12.13=0/2390,11-12=011051: ' WEBS 9-11=-131910, 2-18=-1310/0; 9-12=01892,-2.17=01905,'8-12=-85110, 3-17=-85710, 8-13=01524; 7.13=-8710; 3-16=01489; 6-13=-3311%-4-16=-56910, 6-14=-2051351,4-15=-861153,5=14=-126135 JOINT STRESS INDEX- 1 -0.03;2=0.93 3=0.50,4=028,5=0.10 6`036'7.=0.07,8=0.54,9=0.92,10=0.02,11=0.56,.12=0.92,13=0.50,14=0.32,15=0.23,16=0.50,17= 0.93; 18 -0.55,19,= 0.00 and 19 = 0.00 ' - - NOTES 1) Unbalanced floor live loads have been considered for. this design 2) Refer to girder(s) for truss to truss connections., 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 18. 4) This truss is designed in accordance with the 20031nlemational Residential Code sections R502.11.1 andR802,10.2 and referenced standard ANSI/TPI 1. ' - - - 5) Recommend 2x6 strongbacks,on edge, spaced at 10-0-0 wand fastened to each truss with 3-10d (0.131 X 3") nails. Strongbacks to be attached to walls at their. outer ends or. restrained by. other means. LOAD CASE(S) Standard - - 7 Truss Plate,institute ANSIITPI1-2002 Commentary i 1 a t with the use of allowable tolerances for plate posi- fections in the plate contact area. Specifically, a Amk tioning and embedment. The 2002 edition replaces 20% reduction of tooth holding value for design the standardized plate location tolerances found in purposes, corresponding to 25% more connector i earlier editions of the Standard with a customized teeth provided than the minimum required, is in- approach, in which positioning tolerances are calcu- eluded in the design method to allow up to 20% loss j lated for each joint by the Truss Designer. Thus, a of effective teeth in plate contact area due to wood plate that is located within the speciftedpositioning orjoint characteristics. Since this potential loss of tolerance will meet the design requirements forthat effective teeth is accounted for in the design, it joint. Refer to the Commentary under Section 3.7 reduces the time consuming task of determining the for additional discussion on the plate positioning actual number of effective teeth available at each tolerances. plate contact area for assurance that the required number of effective teeth has been met. §3.6.5 - Figure 3.6-1 illustrates situations where the location of a plate, if the plate edge extends In recognition of differing manufacturing prat- beyond one or more wood members, can adversely tices and quality assurance needs, the conservatism affect the function of the truss when installed. The introduced into thejoint design procedures has been most critical situation is where an extended plate accounted for by the addition of a new adjustment would interfere with the application of sheathing factor, the quality control factor (Cq), which can be material along the top edge of the top chord, or used to offset the reduction in tooth holding values. bottom edge of the bottom chord. This type of A Cq value of 1.00, which is required for the Plate interference is prohibited by the provision in Section Placement Method for inspection of plates embed- 3.6.5. Another situation in which the extension ofa ded into the wide face, results in a full 20% redue- plate beyond a wood membermay beproblematic to tionofplatetooth holding design values. ACgvalue the function of the truss is where a plate extends of 1. 11, which is required for the PPM for inspec- into the open space of an attic truss or into the duct tion,of plates embedded into the narrow face of the chase of a floor truss. 'lumber, results in an 11 % reduction of plate tooth holding design values. Cq values exceeding these §3.7 - JOINT INSPECTION values result in smaller tolerances built into the design, with the maximum Cq limit of 1.25 resulting §3.7.1 - The Plate Placement Method (PPM) is in no reduction, or full plate tooth holding values. introduced in the 2002 edition as a new method for Since these Cq values do not provide enough toler- assessing truss joint quality, in which plate place- ance for quality assurance using the Plate Place- ment is used as a primary indicator of acceptable ment Method, the alternative Tooth Count Method quality. This differs from quality assessment in the ofjoint inspection must be used forjoints designed 1995 edition, which required inspection oftheplate with these larger Cq values (see §A3.1 and Table on a tooth-by-tooth basis, for each wood member C3.A-1). contact area, rather than by plate positioning alone. The reason for specifying a smaller quality toler- The purpose of any quality assurance protocol is ance, or less conservatism, for narrow-face plating to consistently manufacture a product that will than for wide-face plating is due primarily to the structurally perform as intended by its design. The ease of accurate positioning with narrow-face plat- PPM provides a quick means to visually inspect a ing. Secondly, there is a greater propensity to limit plate's position, rotation, embedment, and member- quality inaccuracies in the narrow-face plating area to-memberjoint gaps, while ensuring that anyjoint during manufacturing. Since there is considerably within these criteria sufficiently meets the truss less wood contact area available for plating in the design requirements. The faster approach afforded narrow dimension, lumber characteristics such as by the PPM is possible because of a related design lumberwanewill bemonitored more closely and will provision that introduces a degree of conservatism generally not be used within the plating area. Thus, into the design phase to account for quality imper- there is less error in narrow-face plating and, ac- 8 1 Truss Plate Institute ANSIITPII-2002 Commentary 1 When inspecting a plate for rotation, the 10 de- will depend on the size of the plate contact area. gree maximum limitcan be approximated by deviat- The bigger the plate contact area there is on a j ing a maximum of 1/2-inch from a given reference member, the greater the combined size of all imper- ! line(e.g.,chordedge)alongany3-inch plate length. fections permitted. To assist in the visual assess- j Hence, a 3-inch long plate oriented horizontally ment of 20% (10% for narrow face) of each plate should not deviate more than 1/2 inch from the contact area, it is recommended that the Joint QC horizontal, a 6-inch plate should not deviate more Detail, which illustrates the allowable plate posi- f thanIinch,etc. Alternatively, the Joint QC Detail tioning tolerance at ajoint, also include some type of i that is used to inspect the plate positioning tolerance shape, such as a circle, whose size represents 20% may also be used to check plate rotation with the (10% for narrow face) of the plate area contacting inclusion of 10-degree angle reference lines. each member. Figure C8.12-1 illustrates an ex- ample Joint QC Detail that includes this feature. §3.7.4 - Plate Contact Area §3.7.5 - Plate Embedment As discussed elsewhere in the Commentary to Chapter 3, the Plate Placement Method enables the The effectiveness of a metal connector plate to quality of ajoint to be evaluated primarily by the provide lateral resistance at ajoint depends on the plate's position, with only a few overall plate and amount of embedment of the plate teeth into the joint observations necessary, because of a built-in wood members. The greater the gap there is design tolerance that permits up to 20% (10% for between the underside of the plate and the surface plates embedded in the narrow face) of each plate of the wood member, the less the resistance pro- contact area to contain ineffective teeth, either due vided by the plate teeth. As a result of a study that to the manufacturing process or due to teeth located found a 16 percent reduction in lateral resistance in lumber characteristics occurring in theplate area. strength of metal connector plates with an average Ineffective teeth due to the manufacturing process uniform embedment gap of 1/32-inch, the 1995 include teeth that are flattened during embedment. edition incorporated a 0.84 strength reduction fac- tor into the allowable plate lateral resistance design Although this allowance eliminates the require- values (6). Thus, all plate lateral resistance design ment to determine that there are enough effective values include a built-in reduction that accounts teeth through a detailed inspection of the plate teeth, specifically for an anticipated plate embedment gap it still requires that a basic visual check of each up to 1/32-inch, which is a reasonable gap size to plate-to-wood member contact area be made to expect from typical truss production. This strength ascertain that this allowance has not been ex- reduction factor remains included in the 2002 edi- ceeded, such as in the event of a relatively large tion, which means that a plate embedment gap of lumber characteristic occurring in the plating area 1/32-inch or less will not adversely affect the plate's or a manufacturing inaccuracy resulting in an ab- lateral resistance design strength. normal number of flattened teeth. If the allowance for lumber characteristics and ineffective teeth in One type of observed embedment gap results any plating area has been exceeded, acceptance of from a certain lumber phenomenon rather than from the joint cannot be determined using the PPM a manufacturing inaccuracy. This phenomenon is criteria. Instead, a determination of the actual often termed lumber "cushioning" or "cupping" or number of effective teeth would be required to "cavitation" and is characterized by the indentation determine acceptance, and this requires the alter- of the lumber in the center of the plate area due to nate joint inspection method (i.e., the Tooth Count the compressive force exerted by the teeth during Method) that is specified in the Annex to Chapter 3. pressing. This is more common with the denser woods, due to their greater resistance to tooth Because the allowable amount of quality imper- embedment. Because the gap resulting from this fections in the plating area is specified as a percent- lumber effect occurs predominately in the center age of the plate contact area, the allowable amount area of the plate and cannot be practically con- 10 l Truss Plate Institute ANSIITPI1-2002 Commentary f i i §3.7.6.2 - Since metal connector plates are not Section 3.7, itwill also fail to meet the criteria forthe generally designed to carry compression load at a Tooth Count Method in Annex A3, and approval by joint, the amount of gap between wood members the Truss Designer, either through an approved ! must be limited so that the plate buckling or slip repair or through re-analysis, would be necessary. necessary to close the gap is small and will not cause joint failure. If the truss plates are designed §3.8 - REPRESSING to carry the load, however, then larger gaps should be permitted. The Standard does not currently As discussed in the commentary for Section 3.7.5, address how to establish compression capacity of the ability of metal connector plate teeth to provide truss plates for given gap sizes, however, the Truss lateral resistance, or grip, at a joint depends on the Designer may still elect to design the metal connec- teeth having adequate embedment into the wood for plate for compression by testing and the use of members. An embedment gap of up to 1132 inch is plate-buckling analysis methods. accounted for in plate lateral resistance design values through the incorporation ofa built-in strength §3.7.6.3 - The use of galvanized metal shims, or reduction factor, but gaps larger than 1/32 inch other acceptable alternates, to obtain firm bearing reduce the lateral resistance strength of the teeth, between members with gaps has been permitted in which can result in a plate contact area not having published quality criteria for metal plate connected enough grip strength as required by design if there wood trusses since 1986. Since the exposed metal are not enough extra teeth to compensate for the connectorteeth atthe gap can inhibitthe installation reduced strength per tooth. of the shim, the shim is permitted to be narrower than the width of the gap, with the minimum shim Because the goal is full embedment, it is logical to width of 3/4 inch versus 1-1/2 inch thick lumber, so permit a plate with an embedment gap due to a that it can be driven in without contact with the plate manufacturing inaccuracy to be repressed in order teeth. to achieve full tooth penetration, thereby ensuring that the joint has or exceeds the tooth holding §3.7.7 - Re-evaluation strength assumed in the design. The repressing allowance in Section 3.8 is intended to address The Annex provides an alternative inspection quality deficiencies resulting from the manufactur- procedure that involves a more precise examination ing process; however, additional pressing of a plate of the joint, which means it can be used as a backup after manufacturing, but before the truss is in- method to determine acceptance ofajoint that fails service, is also reasonable for increasing the joint's one or more of certain criteria specified for the lateral resistance strength, provided the wood is Plate Placement Method. Specifically, if a plate is sound and not visibly weathered. out of the allowable tolerance for plate placement (Section 3.7.2), imperfections in the plate contact §ANNEX A3: ALTERNATE JOINT INSPEC- area (Section 3.7.4), or plate embedment (Section TION 3.7.5), it could still be determined as being accept- able if a detailed inspection of the joint, per Annex §A3.1 - The Tooth Count Method (TCM) is A3, reveals that there are still enough effective essentially similar to the procedures specified in the teeth to meet or exceed the number of required 1995 edition to assess ajoint's quality. The basis effective teeth. behind this method is to determine the actual num- ber of effective teeth in each plate contact area, Two of the joint quality criteria, allowable plate which must meet or exceedthe minimum numberof rotation (Section 3.7.3) and allowable wood mem- required effective teeth specified for the truss de- ber-to-wood member gaps (Section 3.7.6), are the sign. The determination of the number of effective same regardless of the method of joint inspection teeth in a plate contact area requires not only a tally used. Therefore, if a plate fails to meet either one of the teeth found in the contact area, but also an of these criteria in the Plate Placement Method in assessment of the effectiveness of those teeth, 12 Truss Plate Institute ANSIrrP11-2002 Commentary r- which depends on the amount of embedment gap, if control factor greater than the 1.00 or 1. 11, for any, and the elimination of any teeth from the tally wide-face and narrow-face plating, respectively, that are flattened or are located in a lumber quality because the larger quality factors, when applied to characteristic (see Section A3.4). In addition to plate lateral resistance values, remove the added requiring a sufficient number of effective teeth in level ofconservatism that is otherwise incorporated each plate contact area, the TCM also requires in the design to account for lumber quality charac- plateplacement, plate rotation, andanyjointgapsto teristics so that they do not need to be explicitly be within tolerance. addressed in the inspection on a tooth-by-tooth basis. Table CA3.1-1 compares the effect of Because the TCM inspection entails a more in- different quality control factors on the design and vol ed examination of the plate, specifically the inspection oftrussjoints. plate teeth, it can be used as a backup method of inspection for a joint that fails the Plate Placement Just as the PPM focuses quality assessment on Method as discussed in Section 3.7.7. Furthermore, critical joints, which are defined for PPM inspec- any joint that passes the criteria of the PPM would tions as joints with a Joint Stress Index (JSI) of 0.80 be expected to also meet the criteria of the TCM. or greater, the TCM also has been revised to focus However, the TCM must be used to determine the the inspections on critical joints. For the TCM, quality ofanyjointthat wasdesigned usingaquality criticaljointsarejointswith aJSlof0.65orgreater. TABLE CA3.1-1 New Joint Quality Equivalent QC How the Design Relates to the QC Design Control Multiplier on Inspection Inspection of Plate Contact Areas Reduction Factor VLR Method 0.8 x Plate x Cq = 1.00 0.8 x (VLR) PPM Plate design accounts for 20% quality imper- Lateral fections in contact area; up to 20%ofany plate Reistance contact area permitted to have quality imper- Design Value fections as part of PPM criteria for roof trusses (i.e., wide-face plating) (See Section 3.7.4) (V Ld x Cq = I.11 0.9 x (VLR) PPM (floor Plate design accounts for 10% quality imper- trusses only) fections in contact area; up to 10% of any plate contact area permitted to have quality imper- fections as part of PPM criteria for floor trusses (i.e., narrow-face plating) (See Section 3.7.4) x Cq = 1.25 1.0 x (VLR) TCM Plate design uses full design values; quality imperfections are not explicitly accounted for in the design & the number of effective teeth in each contact area must be found to meet or exceed the minimum number required by de- sign Intermediate Cq values: Platedesign doesn'taccount for enough quality imperfections in contact area to permit quality 1.0 < Cq <1.25 (roof trusses) TCM inspection per PPM, since PPM provision in Section 3.7.4 requires the design to account for f.11 <Cq < 1.25 (floor TCM at least 20% quality imperfections (10% for trusses) narrow-face plating) 13 Truss Technology C 10 Lumber Grades Dimension lumber is nominal, 2" to 4" thick lumber graded by visual inspection or machine grading. Visually graded structural lumber is inspected for a range of natural and drying characteristics, and manufacturing imperfections that affect structural performance and appear- ance. The following illustrates visual grades of Select Structural (Sel Str), No. 1, No. 2 and No. 3. Visual Grades Sel Str Sound, firm, encased and pith knots are to be tight, Sel Str No 1 No 2 No 3 well spaced and limited up to 7/8". Unsound or loose ~ AF ;f knots or holes are limited up to 3/4", one per 4' lineal. ..~,f..'C y MT I t ; No. 1 Knots must be of same type as in Sel Str grade, up to 1-1/2". Unsound or loose knots or holes are limited up to 1 one per 3' lineal. Wane is allowable. ~ ~ {a , • No. 2 Well-spaced knots of any quality up to 2", with one 1 2v 'A hole up to 1-1/4" per 2' lineal. Wane and skips are Included. No. 3 Knots of any quality can be up to 2-1/2", with one • 4 - hole up to 1-3/4" per lineal foot. Wane and skips are "Ai ~11* .4, included. Agencies Accredited by the Board of Review of the American Lumber Standard Committee Visual Grade Stamps • Alberta Forest Products Association (AFPA) • California Lumber Inspection Service (CLIS) MILTI-0- 10 ® n' 0 i • Canadian Lumbermen's Association (CLA) WC ' \tl1 I • Canadian Mill Services Association (CMSA) ~n\~ •~/1' Canadian Softwood Inspection Agency, Inc. (CSI) LB 1 Y ■ ` TNSQ $'~RY • Cariboo Lumber Manufacturers Association (CLMA) ® DDU6 FIR $-DRY L 1l HEM FIR • Central Forest Products Association (CFPA) • Gateway Lumber Inspection Bureau (GLIB) • Interior Lumber Manufacturers Association (ILMA) Assigned Grade • Macdonald Inspection (MI) • Maritime Lumber Bureau (MLB) Species Group: The species commonly used in the truss • Newfoundland and Labrador Lumber Producers industry are Southern Pine (SP), Spruce Pine Fir (SPF), Association (NLPA) Hemlock-Fir (Hem-Fir) and Douglas Fir-Larch (D. Fir-L). • Northeastern Lumber Manufacturers Association Moisture Content Designation at the Time of Surfacing: (NeLMA) MC15/KD15 = moisture content of 15% or less. • Northern Forest Products Association (NFPA) S-Dry/KD/ KD19 = moisture content of 19% or less. • Northern Softwood Lumber Bureau (NSLB) • Ontario Lumber Manufacturers Association (OLMA) S-GRN = unseasoned with a moisture content of more than 19%. , Pacific Lumber Inspection Bureau (PLIB) Mill Identification: Where the lumber originated. • Quebec Lumber Manufacturers Association (ALMA) Grading Agency: Grading agencies must be certified by the • Redwood Inspection Service (RIS) • American Lumber Standard Committee (ALSC). Renewable Resource Associates, Inc. (RRA) Contact ALSC at: P.O. Box 210 • Southern Pine Inspection Bureau (SPIB) Germantown, Maryland, 20875-0210 • Timber Products, Inc. (TP) phone: 310-972-1700 email: alsc@alsc.org • West Coast Lumber Inspection Bureau (WCLIB) • Western Wood Products Association (WWPA) Copyright © 2002 Wood Truss Council of America, Inc. TTB Grades-020218 PREPARED 9/17/09, 13:59:22 INSPECTION TICKET PAGE 22 Harnett County INSPECTOR: IVR DATE 9/18/09 - - - - - ADDRESS . : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 20%45 SLAB 4BD/2.5BA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR B103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HBR LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 DT R*PLUMB UNDER SLAB VRU 001808208 8/13/09 AP VOICE MESSAGE LEFT Bill 01 8/17/09 DT R*BLDG SLAB INSP VRU 001809467 8/17/09 AP VOICE MESSAGE LEFT R425 01 9/10/09 DT FOUR TRADE ROUGH IN VRU 001819321 9/10/09 DA 1. Jack studs missing. 2. Need engineer repair for damaged truss at bottom of master tub. 3. Fire caulk all holes in top plate. 4. All osb must be covered with housewrap. T/S: 09/10/2009 03:27 PM DETAYLOR R425 02 9/16/09 FOUR TRADE ROUGH IN VRU 001822362 9/16/09 DP 1. Plans call for three jack studs under double lvl in kitchen. T/S: 09/16/2009 10:33 AM DETAYLOR T/S: 09/16/2009 12:40 PM NTART R425 03 /x_18/09 TI FOUR TRADE ROUGH IN TIME: 17:00 VRU 001823970 y z~_Q O~ T/S: 09/17/2009 01:54 PM RDCONTE - - - COMMENTS AND NOTES - - - - - PREA6ED''9/22/09, 14:17:01 INSPECTION TICKET PAGE 19 Harnett C cW ty: c INSPECTOR: IVR DATE 9/23/09 ADDRESS . : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER : CAVINESS & CATES BUILDING AND PHONE PARCEL : 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 2BX45 SLAB 4BD/2.5BA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR B103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HBR LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 DT R*PLUMB UNDER SLAB VRU 001808208 8/13/09 AP VOICE MESSAGE LEFT B111 01 8/17/09 DT R*BLDG SLAB INSP VRU 001809467 8/17/09 AP VOICE MESSAGE LEFT R425 01 9/10/09 DT FOUR TRADE ROUGH IN VRU 001819321 9/10/09 DA 1. Jack studs missing. 2. Need engineer repair for damaged truss at bottom of master tub. 3. Fire caulk all holes in top plate. 4. All osb must be covered with housewrap. T/S: 09/10/2009 03:27 PM DETAYLOR R425 02 9/16/09 DT FOUR TRADE ROUGH IN VRU 001822362 9/16/09 DP 1. Plans call for three jack studs under double lvl in kitchen. T/S: 09/16/2009 10:33 AM DETAYLOR T/S: 09/16/2009 12:40 PM NTART R425 03 9/18/09 DT FOUR TRADE ROUGH IN TIME: 17:00 VRU 001823970 9/18/09 AP T/S: 09/17/2009 01:54 PM RDCONTE I129 01 9/23/09 TI R*INSULATION INSPECTION VRU 001826144 - - CONTINUED ONTO NEXT PAGE - - PREPARED' 9/22/09, 14:17:01 INSPECTION TICKET PAGE 20 Harnett Cwtyj INSPECTOR: IVR DATE 9/23/09 ADDRESS : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS COMMENTS AND NOTES ' VIOLATION NOTICE 1 11 NO T REM E. Harnett County Inspection Department 108 East Front Street • P.O. Box 65 Lillington, NC 27546 Phone: (910) 893-7525 Ext. 1 • Fax: (910) 893-2793 Job Name: , n PAS 3 S Date: ~1 3 I d T~ J2r Address: Lot No.: 5 Permit No.: 1 Check Box for Violation O O O O O O O O Footing Foundation Bldg. Elec. Plumb. Mech. Insul. Floor Fram. o 0 o 0 0 0 Floor Slab MFG. Home Modular Damp/Water St Ac Ural Wall Sheath. Other Proof. Violations Found: ~ Q? f A e IA4 Ae r r r r Dn, r r l « 60 (CA a~o ✓e rr I n t s Imo; CS ~S_n r AAI SSPd c.~ rnUG i Del Cade Enforcement Official Signature: Date: It is unlawful for any subcontractor, general contractor, or owner to cover or cause to be covered any part of the work with floor- ing, sheetrock, earth or other material until the proper inspector had ample time to approve the installation WHITE COPY - CONTRACTOR/OWNER YELLOW COPY - INSPECTORS PREPARED .9/29/09, 14:03:43 INSPECTION TICKET PAGE 18 Harnett County INSPECTOR: IVR DATE 9130109 ADDRESS i- : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER : CAVINESS & CATES BUILDING AND PHONE PARCEL :09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 28X45 SLAB 4BD/2.5BA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR - -103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HER LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 DT R*PLUMB UNDER SLAB VRU 001808208 8/13/09 AP VOICE MESSAGE LEFT Bill 01 8/17/09 DT R*BLDG SLAB INSP VRU 001809467 8/17/09 AP VOICE MESSAGE LEFT R425 01 9/10/09 DT FOUR TRADE ROUGH IN VRU 001819321 9/10/09 DA 1. Jack studs missing. 2. Need engineer repair for damaged truss at bottom of master tub. 3. Fire caulk all holes in top plate. 4. All osb must be covered with housewrap. T/S: 09/10/2009 03:27 PM DETAYLOR R425 02 9/16/09 DT FOUR TRADE ROUGH IN VRU 001822362 9/16/09 DP 1. Plans call for three jack studs under double lvl in kitchen. T/S: 09/16/2009 10:33 AM DETAYLOR T/S: 09/16/2009 12:40 PM NTART R425 03 9/18/09 DT FOUR TRADE ROUGH IN TIME: 17:00 VRU 001823970 9/18/09 AP T/S: 09/17/2009 01:54 PM RDCONTE 1129 01 9/23/09 DT R*INSULATION INSPECTION VRU 001826144 - - CONTINUED ONTO NEXT PAGE - - - PREPARED 9;29/09, 14:03:43 INSPECTION TICKET PAGE 19 Harnett County INSPECTOR: IVR DATE 9/30/09 - - - ADDRESS : 19T5 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) - - - - - - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - 9/23/09 DA 1. Need engineer repair for bored truss above bottom of steps. T/S: 09/23/2009 01:56 PM DETAYLOR - 2129 02 9/~w TI I -T- R*INSULATION INSPECTION VRU 001829132 COMMENTS AND NOTES - T ENGINEERING BY JIFKCO A MiTek, Affiliate Trenco 818 Soundside Rd Edenton, NC 27932 Re: J92937 Cav & Cates/ 5 Village at Lex /Harnett The truss drawing(s) referenced below have been prepared by Truss Engineering Co. under my direct supervision based on the parameters provided by Comtech, Inc - Fayetteville. Pages or sheets covered by this seal: E5455445 thruE5455445 My license renewal date for the state of North Carolina is December 31, 2009. North Carolina COA: C-0844 `11111111111,' =0' -FE sl'O,0y-</I/ SEAL 030652 9 ccNGINEEP.•'~~. ` September 28.2009 Lassiter, Frank 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 responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Engineering services provided by Truss Engineering Company. r ' 1 mss ruse Type ty y Gv B Cellist 5 Ykage at Lax lHemett E5455115 J92907 F07 FLOOR 3 1 rsk _ Job Reference lD k I p GO,NecB,lrc., Fayetletlee NC 28109 7.110 xAug 9 17 2OD9 30D9 MiTek lnevelael, Int. Mon 68D 28 08 '.02:24 2008 Paget 0-1-8 314" HOLES IN CENTERLINE OF TOP CHORD Scale= 117.8 H 1-so ~1-aD °t 3 0.0 z.s0 a I 2~0 l 2 30 1.54 II 3.4 = 3x4 = 1 2 3 4 3x4 = 5 3x4 = 9 3.4 II 13 3x1 11 10 9 B 1 7 _ 3x4 = 1.54 II 1.54 II 3.4 = 1 34 = 34 APPLY 2X8 SYP NO.2 SCAB TO ONE SIDE OF TRUSS, AS SHOWN, WITH CONSTRUCTION QUALITY ADHESIVE AND 1 ROW OF 10d (3" X 0.131") NAILS SPACED 2.0" O.C. IN ALL MEMBERS. USE (3) NAILS IN EACH CONTACTED WEB MEMBER. z-aD { I a7.D Plate nIA IX YF n 1.A Fd 1 14'0-1 6 tl13 0-1-8 0-1-81 LOADING (pBQ SPACING 2-0-0 CSI DEFL in (loo) gden Lld PLATES GRIP TCLL 400 Plates Increase 1.00 TC 0.21 Vert(LL) -0.03 10-11 -999 480 MT20 244/190 TCDL .10.0 Lumber Increase 1.00 BC 0.31 Ven(TL) -0.05 10-11 >999 360 BCLL 0.0 Rep Stress Inn YES WS 0.16 HOrz(TL) 0.01 7 n1a n1a BCDL 5.0 Code IRC200317P12002 (Malnx), Weight: 50 to LUMBER BRACING TOP CHORD 4 X 2 SYP No .1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pastime, BOT CHORD 4 X 2 SYP No .1 except and verticals. WEBS 4 X 2 SYP No .3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (Offers) 1250710-3-0, 7=513IMechanical FORCES (to) - Maximum Compression/Maximum Tension TOP CHORD 1-12--3110, 6-7-3510,1-2-.2/0, 2-a-89410,31-4-1153/0, 4-5=-89410, 5-8=010 BOT CHORD 11-12-01615.10-11-0/1153, 9-10=0/1153, 8-9=011 153. 7-8=01618 WEBS 5-7=77210, 2-12=-769/0, 5-8=01382, 2-11.01362, 4-8=-35710, 3-11 e-357/0, 3-10=-80198, 4-9=-80198 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to trues connections. 3) This Wes is designed in accordance with Me 2003 International Residential Code sections R502.11.1 and R802. W.2 and referenced standard ANSIfTPI 1. 4) Recommend 2x6 strongbackc, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10tl (0131" X 3') nails. Strongbecks to be attached to walla at their outer ends or restrained by other means, LOADCASE(S) Standard 111 1J1Ulr4 r '10% •FES' N. Q SEAL 030652 = T'•, 'Q Nfe\ '''rrr lrl llttt~` September 28,2009 Th, Ue8 ~rxnlxFrn o ® DesNhRMgn valid I. tar use use iN~9e Mier Pe^m conrf°ea^d . RPA deign noted 80on,r, d upon parameters V08D mM18Kown, and ReYID is for an individual 1rt/o162J ~rp,ononBenta8POR8. .11, with i paromenles one proper incorporation o off fompnlyis onent a responflibilty of buik ner - not kuss desIgpnmc. om Bracing sham Applic of desigh hdmau4ud we ,eb mernbe only,. Additional tlobety during c anstucaon Is the lD re>p 'e for laterderdsuDWrl of leivn Dnly Addiure Is I temporary ths rbmtty of to e ner pgarding y of the AMUec lab& AOY.Lae erica, oAtlqubnd control. oneM darngoftheavdok bracing, corsair N0e It building aaVA C4IM14 adlog Were. . D10411 and and e Far111CSI ntlrn ed14ce v qualify coomma ebforage, trmy. eretlbn and structure Su de 3 1 22, . Ak Alex vandia VA 3YBudding g component 619 EOeMOn Bon NC NC Roe4 so" l nbmtalbn avalbbb hom lrvn Pble Institute, 2B I N. . tee Lee Steel. . 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P3 (D N n „F c o ~.o a ~0 o m£. 2'c c ~m ~F EL 0 n lb mn _a a s m°n o a v m mg m 0 a q RAO o' o 0 0 3 z (D Z EFP p 0 m PREPARED 11/09/09, 13:59:31 INSPECTION TICKET PAGE 15 Harnett County INSPECTOR: IVR DATE 11/10/09 -------9- 2-------------------------------------------------------------- ADDRESS . : 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTRACTOR-- CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) DIRECTIONS : LEXINGTON PH:1 #5 TAKE NC 210. T/R ON 27. GO TO 17.5MI. MERGE ONTO 87 TO LEFT. GO 4.5MI. T/L ON PLANTATION DRIVE. T/R ON CRUTCHFIELD. T/R ON SCRANTON. T/R ON BOSTON HARBOR. ****CENTRAL ELECTRIC*** T/S: 07/02/2009 11:59 AM RDCONTE T/S: 07/06/2009 08:44 AM RDCONTE STRUCTURE: 000 000 28X45 SLAB 4BD/2.5BA W/GAR FLOOD ZONE . . . . : FLOOD ZONE X # 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 B101 01 7/20/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001796471 7/20/09 CA B101 02 7/22/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001797719 7/22/09 AP tpole passed T/S: 07/22/2009 11:20 AM DETAYLOR B103 01 7/28/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001801250 7/28/09 AP - A814 01 7/29/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001799735 8/05/09 AP 105 BOSTON HER LOT 5 CAMERON 28326 T/S: 08/05/2009 01:23 PM TWARD P309 01 8/13/09 DT R*PLUMB UNDER SLAB VRU 001808208 8/13/09 AP VOICE MESSAGE LEFT Bill 01 8/17/09 DT R*BLDG SLAB INSP VRU 001809467 8/17/09 AP VOICE MESSAGE LEFT R425 01 9/10/09 DT FOUR TRADE ROUGH IN VRU 001819321 9/10/09 DA 1. Jack studs missing. 2. Need engineer repair for damaged truss at bottom of master tub. 3. Fire caulk all holes in top plate. 4. All osb must be covered with housewrap. T/S: 09/10/2009 03:27 PM DETAYLOR R425 02 9/16/09 DT FOUR TRADE ROUGH IN VRU 001822362 9/16/09 DP 1. Plans call for three jack studs under double lvl in kitchen. T/S: 09/16/2009 10:33 AM DETAYLOR T/S: 09/16/2009 12:40 PM NTART R425 03 9/18/09 DT FOUR TRADE ROUGH IN TIME: 17:00 VRU 001823970 9/18/09 AP T/S: 09/17/2009 01:54 PM RDCONTE I129 01 9/23/09 DT R*INSULATION INSPECTION VRU 001826144 - - CONTINUED ONTO NEXT PAGE - PREPARED 11109109, 13:59:31 INSPECTION TICKET PAGE 16 Harnett County INSPECTOR: IVR . DATE 11/10/09 -------~----r------------------ - - ADDRESS 105 BOSTON HBR SUBDIV: VILLAGE OF LEXINGTON 73LOTS CONTR7,CTOR S: CAVINESS & CATES BUILDING AND PHONE (910) 481-0503 OWNER CAVINESS & CATES BUILDING AND PHONE PARCEL 09-9566-03- -0011- -04- APPL NUMBER: 09-50022401 CP NEW RESIDENTIAL (SFD) - - - - - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - 9/23/09 DA 1. Need engineer repair for bored truss above bottom of steps. T/S: 09/23/2009 01:56 PM DETAYLOR I129 02 9/30/09 DT R*INSULATION INSPECTION VRU 001829132 9/30/09 AP R429 01 11/10/09 TI FOUR TRADE FINAL VRU 001848371 - - COMMENTS AND NOTES - - A011 ERA COUNTY OF HARNETT, : DEPARTMENT OFBUILDING INSPECTION AND PLANNING/DEVELOPMENT. CERTIFICATE OF OCCUPANCY" ~w This certificate issued pursuantto the requirements of Section 105 of the North Carolina State Building Code and the Harnett County Zoning Ordinance certifies at the time of issuance this structure was in 's compliance with the various ordinances of the County of Harnett regulating development and building s construction or use. For the following: Use Classification: "i Conditional Use Permit No.: h Type of Construction: - Building Permit No'.: g- 6'~-,2.2lfG 1r y Dl) Owner of Buildin Electrical Permit No.: c' "S Building Address: Insulation Permit No.: n' ll 4"? C-2) L Plumbing Permit No.: Zoning Pem o.: Mech. Permit No.: Envir. C.O. No.: Buildi Official Zoning Official v 1A .i 4 iI y$ 4°..i 'k`- "'t 1,