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INSPECTIONS PREPARED 6/24/10, 14:01:08 INSPECTION TICKET PAGE 43 Harnett County INSPECTOR: IVR DATE 6/25/10 ADDRESS . : 14 PINEY POND RD SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE 27W, T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** STRUCTURE: 000 000 54X46 CRAWL 3BD /2.5BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 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 6/25/10 TI \ ' R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 04 to f COMMENTS AND NOTES Pr PREPARED 7/07/10, 14:13:02 INSPECTION TICKET PAGE 41 Harnett County INSPECTOR: IVR DATE 7/08/10 ADDRESS . : 14 PINEY POND RD SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE 27W, T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** STRUCTURE: 000 000 54X46 CRAWL 3BD /2.5BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 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 6/25/10 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 6/25/10 AP B103 01 7/06/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001949761 7/06/10 CA Per Jason T /S: 07/06/2010 10:46 AM DETAYLOR A814 01 7/07/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001948325 7/01/10 AP T /S: 07/01/2010 09:07 AM TWARD 14 PINEY POND RD LOT 694 SPRING LAKE 28390 * *NOTE: CORNER LOT, DRIVE ON PINEY POND RD T /S: 07/01/2010 09:07 AM TWARD B103 02 7/08/10 TI R *BLDG FOUND & TEMP SVC POLE VRU #: 001951196 7 /A /(o fop .)T COMMENTS AND NOTES ?REPAED 7/12/10, 14:13:06 INSPECTION TICKET PAGE 42 Harnett County INSPECTOR: IVR DATE 7/13/10 ADDRESS . : 14 PINEY POND RD SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . 01- 0535 -16- -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE 27W, T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** STRUCTURE: 000 000 54X46 CRAWL 3BD /2.5BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 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 6/25/10 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 6/25/10 AP B103 01 7/06/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001949761 7/06/10 CA Per Jason T /S: 07/06/2010 10:46 AM DETAYLOR A814 01 7/07/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001948325 7/01/10 AP T /S: 07/01/2010 09:07 AM TWARD 14 PINEY POND RD LOT 694 SPRING LAKE 28390 * *NOTE: CORNER LOT, DRIVE ON PINEY POND RD T /S: 07/01/2010 09:07 AM TWARD B103 02 7/08/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001951196 7/08/10 AP 8105 01 7 /13/10 , TI 1 L R *OPEN FLOOR VRU #: 001952765 1 71 1 42 . 42 0 1 9 I /�) ( COMMENTS AND NOTES 3 . Y VIOLATION NOTICE DO NOT 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: 7 J l4- �fri Date: 77J -(Q Address: /9 P/1 ,a/ gnrf J Lot No.: (4 / t / Permit No.: /D S,7O)9s5 ( Check Box for Violation 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 Footing Foundation Bldg. Elec. Plumb. Mech. Insul. Floor Fram. ❑, ❑ ❑ ❑ ❑ ❑ ❑ Floor Slab MFG. Home Modular Damp/Water Structural Wall Sheath. Other Proof. Violations FoundJ'7 /a_ iii , - io4 {!t, r'a c la ,4 ,a $ / ' ( t i j ii � 1 7) -- 1 ATA,, T f/ //t , " � »iaa(.i.r ' �,U / tf / � � (5, "7-: ' i - /) Mi l ' J , C /', �-P �) �-f E` /' r' !� ? �'. f f ,^ /"i i q f • Code Enforcement Official / /� Signature: a�� r�i� �' D a te: 2 /J // " It is unlawful or 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 7/14/10, 13:57:52 INSPECTION TICKET PAGE 41 Harnett County INSPECTOR: IVR DATE 7/15/10 ADDRESS . : 14 PINEY POND RD SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** STRUCTURE: 000 000 54X46 CRAWL 3BD /2.5BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 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 6/25/10 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 6/25/10 AP 3103 01 7/06/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001949761 7/06/10 CA Per Jason T /S: 07/06/2010 10:46 AM DETAYLOR A814 01 7/07/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001948325 7/01/10 AP T /S: 07/01/2010 09:07 AM TWARD 14 PINEY POND RD LOT 694 SPRING LAKE 28390 * *NOTE: CORNER LOT, DRIVE ON PINEY POND RD T /S: 07/01/2010 09:07 AM TWARD B103 02 7/08/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001951196 7/08/10 AP B105 01 7/13/10 - R *OPEN FLOOR VRU #: 001952765 7/13/10 DA 1)Need letter from engineer for Ijoist bearing 1 1/2" on girder when installation manual requires 1 3/4" bearing on ends joints. 2)Need porta jon on site before anymore inspections B105 02 7/15 10 Ilk„ / R *OPEN FLOOR VRU #: 001954237 COMMENTS AND NOTES PREPARED 8/03/10, 14:08:09 INSPECTION TICKET 1 PAGE 31 Harnett County INSPECTOR: IVR DATE 8/04/10 ADDRESS : 14 PINEY POND RD SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE 27W, T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** STRUCTURE: 000 000 54X46 CRAWL 3BD /2.5BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 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 6/25/10 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 6/25/10 AP B103 01 7/06/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001949761 7/06/10 CA Per Jason T /S: 07/06/2010 10:46 AM DETAYLOR A814 01 7/07/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001948325 7/01/10 AP T /S: 07/01/2010 09:07 AM TWARD 14 PINEY POND RD LOT 694 SPRING LAKE 28390 * *NOTE: CORNER LOT, DRIVE ON PINEY POND RD T /S: 07/01/2010 09:07 AM TWARD B103 02 7/08/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001951196 7/08/10 AP B105 01 7/13/10 JH R *OPEN FLOOR VRU #: 001952765 7/13/10 DA 1)Need letter from engineer for Ijoist bearing 1 1/2" on girder when installation manual requires 1 3/4" bearing on ends joints. �. 2)Need porta jon on site before anymore inspections B105 02 7/15/10 JH R *OPEN FLOOR VRU #: 001954237 7/15/10 AP R427 01 8/04/10 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001963685 8/44/(b 1;1A- T /S: 08/03/2010 01:51 PM NTART COMMENTS AND NOTES I • APRIL 21, 2008 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS AND DAMAGED OR MISSING CHORD SPLICE PLATES ED -REP01 Al Trenco, Edenton, North Carolina • TEMOINEERED BY RE N C O TOTAL NUMBER OF _ Am MAXIMUM FORCE (Iles) 15 LOAD DURATION NAILS EACH SIDE A IAMB u. " '. " OF BREAK' x SYP DF SPF HE ' INCHES 2x9 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 14 21 24" 1626 2439 1497 2246 1272 1908 1288 1932 18 27 30" 2091 3136 1925 2888 1635 2453 1656 2484 22 33 36" 2555 3832 2353 3529 1999 2998 2024 3036 26 39 42" 3020 4530 2781 4171 2362 3543 2392 3588 x 30 45 48" 3485 5227 3209 4812 2726 4088 2760 4140 ' DIVIDE EQUALLY FRONT AND BACK ATTACH 2x_ SCAB OF THE SAME SIZE AND GRADE (OR BETTER) TO EACH FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 100 NAILS (.131" dia. x 3') SPACED 3 "oc STAGGERED AS SHOWN. (TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) IF TOTAL CSI AT BREAK/SPLICE LOCATION IS NO GREATER THAN 0.50, A SCAB OF THE SAME SIZE OF HFISPF No 2 MAY BE USED. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12 ". (C =PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS. L = (2) X « C n. "iv! ,,,,. O f 11/411: 3 } BREAK /! -h «1et Od 0d NAILS NEAR SISIDE DE \ • 0,-- TRUSS CONFIGURATION y'/ AND BREAK LOCATIONS _ FOR ILLUSTRATIONS ONLY . • , 4/( _ 6" MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY . PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE) • DO NOT USE REPAIR FOR JOINT SPLICES III, Ir • NOTES: J , / �� . � �J ? F ) 1 .. 1. HIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR . . /& � tE , / DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ""c 4 x..5 •., � %' ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. _� ' ' 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING _ SEAL REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID 030652 UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS. HE USE OF A BACKUP WEIGHT 15 RECOMMENDED TO AVOID '. LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. T ,[y • a. HIS REPAIR IS LIMITED TO T USED R SSES W1 H PLY NO MORE THAN THREE48ROK N ORIENTATION ONLY. '. 4 '�. IN F•Ee' .40 ',, R. LP ' . 'r April 8,2009 n RAMA° Vnlfl chipn pmilneten and READ mores ON MIS AIU IACN$DD MEEK RBPE EIfl NICENE 7473 n,. 10- l5 BEFORE WE. epc:nekltlle. Dew acid la use odd/ vnlh Wok conneclon. this design IS bawd oN/ upon paanieleo pgan, and is Iw on Individual buldnp connonent. Afplcablly d design pamvnlen asst proem:rco/paolon of component hresponrB4Iy of butli9g ceagner . nos tam dedgna bracing way., if for lateral royal el individual web manbers a!/. Additional temporary txack 9 to Inure sladlly during construction is Me repon,bON al the A'.I 1.1 oluia.g. echo. Addilionol pe'nunent bracing of the meted structure is the reponribiih of the budding designer. For general guidance regarding fabrication. godly conlral. storage, deoverl. ereclbn and bacingwmull ANSI/Olt Goody CM.o. 05.1 -le and IcSI Building Component 818 Soundsde Road Solely Nammion ovd4Ne from Truss Plate Iollule. 201 N. Lee Street Suite 312. Alexandria. VA 72314. Edenton, NC 27932 EIN T RENCO A MiTek, Affiliate Trenco 818 Soundside Rd Edenton, NC 27932 Re: J02641 Cav & Cates/ 694 Anderson Cr/ 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: E5785023 thruE5785023 My license renewal date for the state of North Carolina is December 31, 2010. North Carolina COA: C -0844 0 0 ,11111, 0, ,rPgH CAR °I'', �o / 0FESS/o ; r • 1 ; Q (•. SEAL 030652 T p NGI En s'- • k L July 27,2010 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 -1 Chapter 2. Engineering services provided by Truss Engineering Company. 1 • , i 1 Job' Truss Truss Type Qty Ply Cav & Cates/ 894 Anderson Cr/ Hamad E5785023 J02641 F05 FLOOR 1 1 Inb Referent (nnlinnnll • Camtetri, Inc., Fayetteville, NC 28309 7.240 s Jun 18 2010 MiTek Industries, Inc. Tue Jul 27 08:53:58 2010 Page 1 7 0: o8heFloeDwXy 03ZKHbH7 1yt wmN- oBheFioeDwX _y03ZKHbH712idVVHUj1Zaxokv.y .nnM 0.1.8 H I. l.10 I I 1 -10-4 I 1 • • I I I 1 -40 I ante'= use CUT AND REMOVE SECTION INDICATED BY DASHED LINES, . CUTTING WEB SHORT OF PLATES AT JOINT 5 AS SHOWN. LUMBER AND PLATES TO BE CUT CLEANLY AND ACCURATELY. • 8 -0-0 3x4 = 3x4 = 304 I I 3x4 = 1 2 3 4 5 6 7 8 9 10 I II�1w ■1a Y Cs amw A. ►/H/IIrsI /CIA IP -11MI11 R-,® Y Y / �. .G �� I 91 p Y p Y Y 20 11 I i ' . !� I - E Ii N NE flan MST_ Alialrar sakessearanset- rpm L44 4p 15 S,I 17 16 sb 2 1 5 I � 3x4 = 1 3x4 = d / axe = 1 - - 3 " 6 11 14 13 12 11 ADD DOUBLE 4H2 SPF N0.2 —_ � l / 3x4 = `CUT TO FIT TIGHT REPAIR TO ACCOMMODATE �_ 14" Vu1DE x 3-112 TALL BEAM AS SHOWN. ATTACH 2 LAVERS 3/4" PLYWOOD OR 055 GUSSET (23/32" APA RATED SHEATHING 48/24 EXP 1) TO ONE SIDE OF TRUSS WITH (1) ROW OF 1/4" x 4-1/2" WOOD SCREWS (USP WS45 OR EQUIVALENT) SPACED 4" 0.0. IN ALL MEMBERS.GLUE PLYWOOD LAVERS TOGETHER PRIOR TO ATTACHING TO TRUSS. USE AMIN. OF (2) SCREWS IN EACH CONTACTED VWEBMEMBER. - • I 7 -5-12 12-60 I • 7.5-12 4.94 Plata Ogsels 0( YI• 170 -1 -13 pdgel. 11fl.0 -1 -R Fdgel 11•0.1 -R pdgel LOADING (psf) SPACING 2 -0-0 CSI DEFL in (lac) 1 /deg Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.02 17 -18 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.03 17 -18 , >999 380 BCLL 0.0 Rep Stress Inca . YES WB 0.15 Horz(TL) 0.00. 15 n/a 0/a SCDL 5.0 Code IRC2003/TPI2002 ' (Matrix) _ Weight:62 Ib FT =20 %F, 11 %E LUMBER BRACING TOP CHORD 4 X 2 SYP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 4 X 2 SYP No.1 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8 -0-0 oc bracing. REACTIONS (Ib /size) 11 =- 10/4 -11 -0 (min. 0 -1 -8), 18 =377/0 -3-8 (min. 0 -1 -8), 15= 601/4 -11 -0 (min. 0 -1 -8), 15 =601/4 -11 -0 (min. 0 -1 -8), 14= 58/4 -11 -0 (min. 0 -1 -8), 13= 157/4 -11 -0 (min. 0 -1 -8), 12= 128/4-11 -0 (min. 0 -1-8) , • Max Uplift 11= -10(LC 5), 14= -83(LC 2) Max Gray 18= 378(LC 2), 15 =6B3(LC 5), 15 =601(LC 1), 14 =207(LC 4), 13 =158(LC 5), 12 =126(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 18 -19= -53/0, 1 -19= -53/0, 11 -20 =0/10, 10 -20 =0/10, 1- 2 = -3/0, 2 -3 =- 617/0, 3 -4 =- 817/0, 4 -5 =- 617/0, 5 -6 =- 67/260, 6 -7 =- 67/280, 7- 8 =0/1, 8- 9= 0/1,9- 10 =0/1 BOT CHORD 17 -18 =0/412, 18- 17= 0/817, 15 -16 =0/325, 14- 10-1/0, 13- 14 = -1/0, 12- 13 = -1/0, 11- 12 = -1/0 WEBS 13-10- 156/0, 5-15 =- 584/0, 5 -100/379, 4-10- 201/0, 2- 18 = -513/0, 2 -17= 0/282, 3-17 = - 149/0, 7 -15 =-320/83, 7 -10- 192/74, 8- 13=- 142/0, 9 -12= -115/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 3) Plates checked for a plus or minus degree grotation about as center. xx =4 t t l A r / O . ' ''' ' 4 Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 10 Ib uplift at joint 11 and 63 Ib uplift at • • pa .. t14. / S e • O V'„ 5) This truss is designed in accordance with the 2003 International Residential Code sections 8502.11.1 and R802.10.2 and referenced frt standard ANSI/TPI 1. ••, 6) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3 ") nails. Strongbacks _ SEAL to he attached to walls at their outer ends or restrained by other mans. - 7) CAUTION, Do not erect truss backwards. - 030652 - LOAD CASE(S) Standard - ...k1 .• JCZ"' y a k • R. LA '' '7,1111,,,1 July 27,2010 A WARN/ND - Verify Mgr pmmmae's and READ NOTES ON MIS AND (NCLUOEO 107bWREFERENCE PAGE A01 f4l ser. 08 BEFORE ODE Nee�� Design valid for my aek with M connector is . this design based only upon parameters sh d for on krtll Id alb building component. Applicability of design p enter and proper bcorperalan of component is respondbilny of building d gne t truss designer. Bracing shown k for blest support dindividual web members only . Additional temporary bracing lo Insure stability Wd g constnuctIon k the responslbnity of the n ett rely nnnlele erector. Additional permanenl bracing of the overall structure B the responslbiIly of the building designer. For general guidance regadmg fabrication. quality control. storage. delivery, erection and b'oc"hg. cons'M ' ANSVi911 Quality CMesb, 01149 and 1CS1 leading Component 81850uMSide Road Solely Information avalable from Truss Plate Institute. 281 N. Lee Street. Suite 312. Alexandria, VA 22314. 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QS a p 2 gQ all gm a ac m 3a - o n +6 om nm m ? ° OL o dm mp 0 < ml 4.0' 3 a m 3 am O° 3a aa aR o on n" n o' - 5-'1! m£ as , 'n4 a _. O n 1 on m„ m . S , 3 o'o a 4s p mno 3 7 3 4 n i m3." a . • o R= pa. 0 O j ° m0Q m g m P � � n zm oa n 1 3 c . o2- m 2, ° a " R � m6 ° „ 2 a - a _ 3.._ 33 3 4 n m �a m 0 -m a Sn? o. o a = e a'o' H 2 a x o s a 4 3 m a n 3m a S .m me sn N a v_F" 4 a a . ao nq , 0 4 4..0— n n a 6 co n a o n m • o m ' o _ 'm a o m 5= o m m ..• 3 m o ._ v i 5 O Q ag R AF r o 3. a o o as q 'Pa o m a - 1 Q 2 s .. corn'. ° (D tv a o m ' o ' 0 3i a o .? n n 40 3 m' - m o ? 3 0 3 m�'mo 'O • 3 S 4 c - o a o a a n a m . 3 'm a m a a e < a i r n O ma , " 1 r• mn, a '" m m 3 " 4i4 r. N Z • £a 4 a� a z 5,a 3 rt 0 /A T ENGINEERING• FW A.MiTek. Affiliate , Trenco 818 Soundside Rd Edenton, NC 27932 Re: J02640 Cav & Cates/ 694 Anderson Cr/ 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: E5785045 thruE5785046 My license renewal date for the state of North Carolina is December 31, 2010. North Carolina COA: C -0844 ■ `,,, n u,,,,, , 0 .0-; CARo ", SEAL - 030652 - -„ it ...;„ . 11%. • July 29,2010 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 -1 Chapter 2. Engineering services provided by Truss Engineering Company. I 1 Job Truss Truss Type Qy Ply Cav 8 Cates/ 894 Anderson Cr/ Harnett 55785045 J02640 A03 SPECIAL 1 1 1 I 18 2010 t Ju Camtech, Inc., Fayetteville, NC 28309 7.240 5 Jun 182010 10 MiTek iTek Industries, Inc. Tue Jul 27 09',02:10 2010 Page 1 ID. OAdwwmGL5W6_ dg7 9c0f3nylweh- Or0dWcmGL5WB_dg79c0f3n01 mgJLm0F_wU_neoytwah i 7-3-11 1 143-14 117 -e0 1 240-0 1 l -0E - 7.0-3 2-8-2 7 -0-0 8x8 = 4x4 II Salle =1 :115.8 5 e 12.00 12 314 11 VirT 4 3x4 4 m 3,5" WDE X 9.25" TALL NOTCH FILLED / WITH 2X4 SPF NO.2 axe 4i 24" X 48" 1 3 2 ..........e"T 8 12 7 8x12 = 4x8 = 1 1 428 /i - 9 4113 CV S rl 0.00 12 • ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" APA RATED SHEATHING 48/24 EXP 1) 10 TO EACH SIDE OF TRUSS WITH TWO ROWS OF 10d (3" X .131 ") NAILS SPACED 8.0" O.C. Not % FROM EACH FACE IN ALL MEMBERS. PLYWOOD GUSSET(s) MUST SIT IN BUCKET OF HANGER l 7.1.11 1 140.14 I 2400 1 7 -1 -11 7.O.1 4-8-7 Plate Offsets (X YI' 11:0 -2-4 0 -1 -121 159 -5-14 Fdgej LOADING(psf) SPACING 2 -0-0 CSI DEFL in (roc) Vdef1 Lid 'PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.16 7 -8 >999 380 `MT20 244/190 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.28 7 -8 >999 240 BOLL' 0.0 ' Rep Stress Inc/ YES WB 0.57 Hoa(TL) 0,18 7 n/a n/a BCDL 10.0 Code IRC20035TPI2002 (Matrix) Weight: 179 Ib FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 3 -10 -12 oc panels, BOT CHORD, 2 X 4SYP No.1 'Except* _. except end verticals. , 7 4: 2 X 8 SYP No.1 . BOT CHORD Rigid ceiling directly applied or 541 -12 o� bracing. • WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 8 -7, 5-8, 5 -7 e -7,1 -10:2 X 8 SYP No.1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordanco with Stabilizer Installation guide REACTIONS (Ib/size) 7= 1224/0 -3-8 (min. 0 -1 -8), 10= 1015/0-3 -8 (min. 0 -1 -8) Max Hoa 10= 653(LC 5) Max Uplift7=450(LC 6) FORCES (Ib) - Maximum Comprossionrtdaldmum Tension TOP CHORD 1 -2= 2373 / 833. 2 -3 - 1758/457, 3-4=- 1598/512, 4 -11= 1835/731, 5-11 = - 1540/750, 5 -6 =- 78/17. 8-7 =- 220/146, 1 -10= 1183/807 ' BOT CHORD 9 -10 =- 1095/452, 8 -9= 1284/1934, 8 -12 =- 312/856, 7 -12 =- 312/856 • WEBS 2 -9 =- 75/97, 2 -8 =- 450/541, 4 -8 =- 257/309, 5 -8 =425/1835, 1 -9= 252/1371, 5-7 =- 923/478 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 100mph; TCDL =6.0pst BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone and C -C Inleror(1) zone;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL =1.80 3) Provide adequate drainage to prevent water bonding. 4) • This truss has been designed for a live Toad of 20.0psf on the bottom chord in all areas with a clearance greater than 8 -0 -0 between 515 1 1 1 1 r r r I7 y y chord the bottom and any other members, with BCDL = 10.0psf. A C • A I . 5) Beating al putts) 10 considers parallel to grain value using ANSI/11 angle to grain formula. Building designer should verify " /. y • "S O� copacily of bearing sonata. A 0 ' • ./ 6) Provide medianical connection (by others) of Truss to bearing plate capable of withstanding 450 Ib uplift at joint 7 . .. - 7) This truss is designed In accordance with the 2003 International Residential Code sections R502.11.1 and 8802.10.2 and referenced .'.• / •. . C.." standard ANS1/TPI 1. - yGINESEAL LOAD CASE(s) Standard E 030652 :__ • 99•.Fye. 4 5 ' '' y,,� R. LAS N‘ 1 j „1111111 July 29,2010 • • ® WARMMJ' Verytt design paramernn and READ WOWS ONRDS AND MCLOON7 HUMS REFERENCE PAOE0W .7413 WORE LSE. NF Design valid for use only with MiTek connectors. this design 8 based only upon parameters shown, and Is Iv an individual bullding component. Applcabilty of design paramenters and proper inca paotion al component b responsibillly of building designer - nal truss designer. araCing shown is for lateral support of individual web memben only. Additional temporary bracing to insure stability during construction Is the responsibllily of the A MI hk AIM du • erector. Addlgnal permanent bracing of Me overall slrveture is the responsibility of the building designer. For general guidance regading fabrication. quakily control storage, delivery. erection and bracing, consult ANSI/1111 Cleanly CMala. 058 -89 and ICSI tatdng Component 818 Sourdsde Reed Web/ InlarmaNan available Com Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexandria. VA 22314. Edenton, NC 27932 P Job , Truss Truss Type Oty PIy Cav B Cates/ 894 Anderson Cr/ Harnett E5785046 J02640 A04 SPECIAL 2 1 , Inh Rahaenne lnntinnal) Gamed/, Inc., Fayetteville, NC 28309 7.240 s Jun 182010 MiTek Industries, Inc. Tue Jul 27 09:02:11 2010 P89e 1 lD: s2_ 0kGmu6012CnFJjKxuc ylweg- s2_0kGmu6012cnFJjKxuc W8898jK8Eytweg 1 7 -1-11 1 14 -1-14 (17 240.8 1 7 -3-11 7 -0-3 2 -8-2 6 -8-8 656 = Scale - 1123.0 5 12.00 12 3x4 11 i 4 3.5 "WIDEX 925", TALL NOTCH FILLED 3i4 �\ WITH 2X4 SPF NO.2 e 354 O 3x6 p 24 "X48" 11 4 fl 2 , A . 4x8 b9 4 9x6 8 .00 12 ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" APA RATED SHEATHING 48/24 EXP 1) ID TO EACH SIDE OF TRUSS WITH TWO ROWS OF 10d (3" X .131 ") NAILS SPACED 6.0" 0.C. 344 G FROM EACH FACE IN ALL MEMBERS. PLYWOOD GUSSET(s) MUST SIT IN BUCKET OF HANGER 1 7 -3 -11 t 14 -3-l4 1 23 -8-8 - 1 7 -1-11 7-0-1 544-10 Plato Offsets fX Y)' 11'0- 7 -4.0 -1 -171 l6'0- 1- 8Fdgal LOADING (psi) SPACING 2 -0-0 CSI DEFL in (roc) 1 /dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.15 7 -8 >999 380 MT20 244/190 TCDL 10.0 Lumber Increase 1.15 BC 0.63 Vert(TL) -0.27 7 -8 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.91 Hoa(TL) 0.18 7 n/a n/a 8CDL 10.0 Code IRC2003/TPI2002 (Mamx) Weight: 168 lb FT= 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 , TOP CHORD Structural wood sheathing directly applied or 3 -10-1 oc pudins, except • BOT CHORD 2 X 4 SYP No.1 *Except' . end verticals. ' . i , • 7-8:2 X 8 SYP No.1' . . BOT CHORD Rigid ceiling directly applied or 6 -5-8 oc bradng. . WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 5 -7 1- 10,8 -7: 2 X 8 SYP No.1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Inntallatinn Guide. REACTIONS (lb/size) 10 =1035/0 -3 -8 (min. 0 -1 -8), 7= 1349/Mechanical Max Horz 10= 543(LC 4) Max Up11ft10= 105(LC 5), 7=- 208(LC 6) FORCES (lb) • Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 2429/816, 2- 3=- 1826/442, 3-4=- 1664/497, 4 -11 =- 1721/674, 5-11 =- 1624/693, 5-6 =- 773/438. 1 -10 =- 1183/606, 6 -7 =- 652/408 BOT CHORD 9- 10=- 6581469, 8 -9 =- 1026/1982, 6 -12 179/675, 7 -12 =- 179/675 WEBS 2 -9 =- 83/97, 2-8 =- 452/540, 4-8 =- 328/319, 5-8 =- 689/1745, 1 -9 =- 211/1411, 5 -7= 513/359 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 100mph; TCDL=6.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone and C -C Interior(1) zone;C -C for members and forces & M WFRS for reactions shown; Lumber DOL =1.60 plate grip•DOL=1.60 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater than 6 -0 -0 between Me bottom diortl and any other members, with BCDL= 10.Opsf. I 7 CAR 1 ' , -, 4) Rapacity girder(s) baring for umac truss connections. 0‘.4" 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify caovcl surface. . $ 8) Provide e o 0f c a mechanical connection (by others) of truss to bearing plate capable of withstanding 1051b uplift al join/ 10 and 2981b uplift at joint 7. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced : t _ standard ANSI/TPI 1. — SEA SEAL 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (5). 030652 _ - LOAD CASES) Standard 1) Regular Lumber Increase =1.15, Plate Increase =1.15 - T ••. F Q• - ? 9 ... GINEE 4 .. Continued on page 2 t/ / /1, R. LP x x July 29,2010 ® WARMNt. Vej (r *sign ymvmeten and READ NOTES ON THIS AMY 7 NCLUDED MOTE REFERENCE FACIE 811 /'7473trn.JG-a8 BEFORE ME. UNGINr Initr Id Design valid for use only with Meek connectors. This design k based only upon parameters shown, and Is for on Individual building component. EPICO Applicability of design poramenters and proper incorporation of component is responsibility al bullding designer -nol truss designer. Bracing shown Is for lateral support of indyidual web members ony. Additional temporary bracing to Insure stability during construction is the responsibility of the AMl lmk Alllllala erector. Addlional permanent bracing of the overall shuclure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult AN51 /TPI1 Quality Glade. D51 -at and 1051 Sulking Component 818 Foundede Road Solely !derma available from Truss Plate Institute. 281 N. Lee Street Suite 312 Alexandra. VA 22314, Edenton, NO27432 c 4 • Job Truss Truss Type 01y Ply Cav 8 Cates/ 894 Ander Cr/ Harnett E5785046 J02640 A04 SPECIAL 2 1 hp RM >rn I ComteM, Inc., Fayetteville, NC 28309 7.240 s Jim 1B 2010 10 MiTeTek Industries, Inc The Jul 27 09'.02:71 2010 Page 2 10:x2 OkGmu6Of2cnFJjK i cy tweg- s2_ OkGmu8Gf2oiFJiKzu c_2AWEONWB898jKOEytweg LOAD CASE(S) Standard Unllomi Loads (pif) Vert: 1- 5 = -80, 5 -8 >80, B-10=-20,13-12=-80(F=-20), 7- 12=- 40(F = -20) • • • • • y ,, 1111111, ` Nc •• C R • SEAL • - • • - • 030652 • „ir R . LAS NA • 'I 1 111111' July 29,2010 ■ ® WARMER) Verify design Pnmmetera and R&4I) NOTES OK MIS AND INCLUDED9OTErT REFERENCE PAOEtvi74f3 am. 10 -98 HERONS USE. LNGINPInINC, Design valid for use only with Milek connectors. This design u based only upon parameters shown, and is for an individual building component. Appficodify of design pammenlers and proper hcaporation of component is responsibility of building designer - nor Truss designer. Bracing shown B for lateral support of individual web members only. Additiond lempaay badng to Insure stability during constlodbn is the responsldllity of the • A MI Gk AIIlliale erector. Additional permanent bracing of the overall structure b the responsibillly of the bJldng designer. For general guidance regarding fabrication, quality conlrol, storage. delbery. erection and bracing, consult ANSIRNI Quadly Creeda. D51.89 and ICSI INIbeng Component 818 9ountside Road Solety INarmation available from buss Plate Institute. 281 N. Lee Street. Suite 312, Alexandria. VA 22314. Edenton, NC 27992 • ,, . . 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O a ta . >oa 4 3 Q n 3 3 03 n o : „4 a - 7,m '(m mo. zm io vF 5' v ° B vro mo < a c n ^ N A 1p ^a c 9 . o o e 3 o s.o a e g' 7, 3 S ' a m m $3 m t 7' 0 7 2 5 s2. -Z O a R "4. m ° m 3 0 ° 3Q g' co o a v ° m om c -M 8 -2- am a m v '- a on m $o ?I',0 3 'g _o `: g. 2 a a ° Fr 7, o”' F, of 7, i > o s .i n n » 0 7 , a Q _ • a a g m ma 3. 3•m m;o • s SR 37, � 2 ° ' o ° a n „ G' V .z ' 9 °v o a :° a �O • " m o 3 i� o ' m7, 3 o m 4 n a � a om �$ `, 3 �° R . mR • (�D z • 3,Dr -•-• v � 0 m m N • PREPARED 8/06/10, 14:01:31 INSPECTION TICKET PAGE 19 Harnett County INSPECTOR: IVR DATE 8/09/10 ADDRESS . : 14 PINEY POND RD SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE 27W, T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. -. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** STRUCTURE: 000 000 54X46 CRAWL 3BD /2.SBA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING"' - SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 8101 01 6/25/10 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 6/25/10 AP 8103 01 7/06/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001949761 7/06/10 CA Per Jason T /S: 07/06/2010 10:46 AM DETAYLOR A814 01 7/07/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001948325 7/01/10 AP T /S: 07/01/2010 09:07 AM TWARD 14 PINEY POND RD LOT 694 SPRING LAKE 28390 * *NOTE: CORNER LOT, DRIVE ON PINEY POND RD T /S: 07/01/2010 09:07 AM TWARD B103 02 7/08/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001951196 7/08/10 AP 8105 01 7/13/10 JH R *OPEN FLOOR VRU #: 001952765 7/13/10 DA 1)Need letter from engineer for Ijoist bearing 1 1/2" on girder when installation manual requires 1 3/4" bearing on ends joints. 2)Need porta jon on site before anymore inspections B105 02 7/15/10 JH R *OPEN FLOOR VRU #: 001954237 7/15/10 AP R427 01 8/04/10 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001963685 8/04/10 DA T /S: 08/03/2010 01:51 PM NTART 1. No test on water or drain lines. 2. Support hvac in crawl space per code. 3. Need engineer repair for damage floor truss above kitchen Okay to side and insulate. T /S: 08/04/2010 11:11 AM DETAYLOR I129 01 8,f0 /10 R *INSULATION INSPECTION VRU #: 001966037 R427 02 b / 9/10 'f� _ / FOUR TRADE ROUGH IN >2500 VRU #: 001966028 (�.�/ COMMENTS AND NOTES • - - -• -- • - -• -- iavorrulvry Alum PAGE 15 Harnett County INSPECTOR: IVR DATE 10/18/10 ADDRESS : 155 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE 27W, T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** T /S: 10/14/2010 10:33 AM VBROWN - - -- INSPECTOR WENT OUT TO DO FINAL AND DRIVE WAY WAS NOT ON THE ADDRESSED STREET. NEW SITE PLAN $40 FEE. GO STRUCTURE: 000 000 54X46 CRAWL 3BD /2.5BA W /GAR FLOOD ZONE • FLOOD ZONE X---� # BEDROOMS • 3,010 PROPOSED USE • SFD SEPTIC - EXISTING' EWER J WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD /�[ REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 6/25/10 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 6/25/10 AP B103 01 7/06/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001949761 7/06/10 CA Per Jason T/ 07/06/2010 10:46 AM DETAYLOR A814 01 7/07/10 TW DRESS CONFIRMATION TIME: 17:00 VRU #: 001948325 7/01/10 AP T /S: 07/01/2010 09:07 AM TWARD 14 PINEY POND RD LOT 694 SPRING LAKE 28390 * *NOTE: CORNER LOT, DRIVE ON PINEY POND RD T /S: 07/01/2010 09:07 AM TWARD T /S: 10/14/2010 03:50 PM TWARD PLACEMENT OF DRIVEWAY CHANGED. 155 HEATHER BROOK CIR LOT 694 SPRING LAKE 28390 B103 02 7/08/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001951196 7/08/10 AP B105 01 7/13/10 JH R *OPEN FLOOR VRU #: 001952765 7/13/10 DA 1)Need letter from engineer for Ijoist bearing 1 1/2" on girder when installation manual requires 1 3/4" bearing on ends joints. 2)Need porta jon on site before anymore inspections B105 02 7/15/10 JH R *OPEN FLOOR VRU #: 001954237 7/15/10 AP R427 01 8/04/10 DT FOUR TRADE ROUGH IN '2500 TIME: 17:00 VRU #: 001963685 8/04/10 DA T /S: 08/03/2010 01:51 PM NTART 1. No test on water or drain lines. 2. Support hvac in crawl space per code. 3. Need engineer repair for damage floor truss above kitchen Okay to side and insulate. CONTINUED ONTO NEXT PAGE iNarccrlUN 'TICKET PAGE 16 Harnett County INSPECTOR: IVR DATE 10/18/10 ADDRESS f : 155 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16 -0100- -19- APPL NUMBER: 10- 50024557 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS T /5: 08/04/2010 11:11 AM DETAYLOR I129 01 8/09/10 DT R *INSULATION INSPECTION VRU #: 001966037 8/09/10 AP R427 02 8/09/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001966028 8/09/10 AP R431 01 10/14/10 VC FOUR TRADE FINAL >2500 VRU #: 001994006 10/14/10 CA T /S: 10/14/2010 10:06 AM VBROWN CA INSPECTION. INSPECTOR WENT OUT TO DO FINAL AND DRIVE WAY IS ON HEATHERBROOK. SITE PLAN IN FILE SHOWS DRIVEWAY ON PINEY POND RD. R431 02 10 /18 /10 T ^ � T FOUR TRADE FINAL >2500 TIME: 17:00 VRU #: 001994987 IO1iQ, {/V 1 ' T /S: 10/14/2010 03:53 PM VBROWN COMMENTS AND NOTES Harnett County INSPECTOR: IVR DATE 10/19/10 ADDRESS . : 155 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTC,PM CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER:. 10- 50024557 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/03/2010 04:00 PM RDCONTE - -- 155 HEATHER BROOK / ANDERSON CREEK #694 TAKE 27W, T/L ON NURSERY ROAD. T/L INTO ANDERSON CREEK CONSTRUCTION ENTRANCE. TAKE 3RD STREET TO LEFT. TAKE NEXT LEFT. * * * *SOUTHRIVER * * ** T /S: 10/14/2010 10:33 AM VBROWN - - -- INSPECTOR WENT OUT TO DO FINAL AND DRIVE WAY WAS NOT ON THE ADDRESSED STREET. NEW SITE PLAN $40 FEE. GO STRUCTURE: 000 000 54X46 CRAWL 3BD /2.53A W /GAR FLOOD ZONE FLOOD ZONE X # BEDROOMS 00 PROPOSED USE • SFD SEPTIC - EXISTING' • S E WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 6/25/10 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001946103 6/25/10 AP B103 01 7/06/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001949761 7/06/10 CA Per Jason T -- / ` S:- 07/06/2010 10:46 AM DETAYLOR A814 01 7/07/10 TW A/�D CONFIRMATION TIME: 17:00 VRU #: 001948325 7/01/10 AP I /S: 07/01/2010 09:07 AM TWARD 14 PINEY POND RD LOT 694 SPRING LAKE 28390 * *NOTE: CORNER LOT, DRIVE ON PINEY POND RD T /S: 07/01/2010 09:07 AM TWARD T /S: 10/14/2010 03:50 PM TWARD PLACEMENT OF DRIVEWAY CHANGED. 155 HEATHER BROOK CIR LOT 694 SPRING LAKE 28390 B103 02 7/08/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001951196 7/08/10 AP B105 01 7/13/10 JH R *OPENFLOOR VRU #: 001952765 7/13/10 DA 1)Need letter from engineer for Ijoist bearing 1 1/2" on girder when installation manual requires 1 3/4" bearing on ends joints. 2)Need porta jon on site before anymore inspections 3105 02 7/15/10 JH R *OPEN FLOOR VRU #: 001954237 7/15/10 AP R427 01 8/04/10 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001963685 8/04/10 DA T /S: 08/03/2010 01:51 PM NTART 1. No test on water or drain lines. 2. Support hvac in crawl space per code. 3. Need engineer repair for damage floor truss above kitchen Okay to side and insulate. CONTINUED ONTO NEXT PAGE .Harpett County INSPECTOR: IVR DATE 10/19/10 ADDRESS . : 155 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONT2ACTCNt.: CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : CAVINESS & CATES BUILDING & PHONE : (910) 481 -0503 PARCEL . . : 01- 0535 -16- -0100- -19- APPL NUMBER: 10-50024557 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS/COMMENTS T /S: 08/04/2010 11:11 AM DETAYLOR I129 01 8/09/10 DT R *INSULATION INSPECTION VRU #: 001966037 8/09/10 AP R427 02 8/09/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001966028 8/09/10 AP R431 01 10/14/10 VC FOUR TRADE FINAL >2500 VRU #: 001994006 10/14/10 CA T /S: 10/14/2010 10:06 AM VBROWN CA INSPECTION. INSPECTOR WENT OUT TO DO FINAL AND DRIVE WAY IS ON HEATHERBROOK. SITE PLAN IN FILE SHOWS DRIVEWAY ON PINEY POND RD. R431 02 10/18/10 FOUR TRADE FINAL >2500 TIME: 17:00 VRU #: 001994987 10/18/10 'DA T /S: 10/14/2010 03:53 PM VBROWN No insulation under catwalk in attic. T /S: 10/18/2010 11:34 AM DETAYLOR R431 03 10/19/10 T FOUR TRADE FINAL >2500 VRU #: 001995915 / - COMMENTS AND NOTES 1 n ' ' t‘ '-, ' t; ''r-'"'”4";7 ' ' V ' M. -.. 'rw ' r i• •—,''—:.`,"' ''',°." •= ' , ,` , ‘1' • v !' '1 '''. ', r"; -1 ` '' • . c sts s4 (itStoSisitiA414314,, (4,,,tititatsS ,,i,, , iil, , . , _ . County of Harnett County Building Inspections Department Planning Services Certificate of Compliance: s T 7. Occupancy: t. Certificate issued pursuant to the requirements of North Carolina General Statute 153A-363 and Harnett II County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the various ordinances of the Coun of Harnett and the North Carolina State Building Codes. For the following: Use Classification: Si Permit Numbers Name: (4 u ; n r s' C 1 (stirs od,i,)irls 4 ) Building: l".. Electrical: .--% Address: Insulation: \ - el Plumbing: n , 0 V . Mechanical: . -- - 1, , FG Home: .c. Date: • _ pi, Building Official: ..„.,, a , ---, i .._.., f . 1 \VW NZ i ' ) fi r ,CIATORW'ratriegie IMF Pt, 74. it