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INSPECTIONS PREPARED 9/25/09, 14:29:49 INSPECTION TICKET PAGE 28 Harnett County INSPECTOR: IVR DATE 9/28/09 ADDRESS . : 52 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL DIRECTIONS 0 NEW RESIDENTIAL S: T/S508/10/200909:0AA4ROCK aL4 - 6 ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010047 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 5BDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 5000000.00 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 /28/09 TI / R*BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 " � Ve ^' � �O r 4 A �ff TES n r io n' - h - Shay - - 0L 4 S So; I 6A 4 WC it p/ IreK - (r'4 l( PREPARED 9/28/09, 14:12:11 INSPECTION TICKET PAGE 22 Harnett County INSPECTOR: IVR DATE 9/29/09 ADDRESS . : 52 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010047 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.56X128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE FLOOD ZONE X # BEDROOMS • 5000000.00 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 9/28/09 R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing 9� T -pole passed /0 B101 02 9/29/0 T R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 COMMENTS AND NOTES flMiller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 481 -1485 (Office) (919) 481 -1496 (Fax) September 28, 2009 Anderson Creek Partners Attn: Andy Barr 125 Whispering Pines Drive Spring Lake, NC 28390 Phone: (919) 369 -2240 Email: andybarr40 @yahoo.com Re.: Engineering Services — Foundation Excavation Observation Lot Nos. 475 and 476 Anderson Creek (52 Broadlake Lane) Spring Lake, NC Project No.: 09 -331- 1762 -00 Permit No.: Not Posted Mr. Barr, On September 25, 2009, a representative of D. Miller & Associates, PA (DMA) visited the subject site for the purpose of observing the subsurface conditions and materials for the proposed residential crawl space foundation with respect to bearing capacity. It was observed during the site visit, that the proposed footing areas were generally excavated approximately 8 to 10 inches below the existing ground surface, with the exception of the two locations shown on Figure 1 of the attached Project Time Record (PTR) dated September 25, 2009 which were excavated approximately 5 feet below the existing ground surface. The materials exposed consisted of firm, orange, coarse - grained, silty-sand free of debris and significant quantities of organics and water. The materials were identified by means of visual observation, qualitative probing, and Dynamic Cone Penetrometer (DCP) testing (refer to Figure I on the attached PTR dated September 25, 2009 for locations and details). The DCP test results are as follows. DCP Test Range of Blow Counts Test Depth Below Test Depth Below Bottom Location Per Increment (bpi) Ground Surface (ft.) of Excavation (ft.) Rear Right 15+ 0.67 to 0.83 0 Corner 15+ (HAR) 1.17 to 1.33 0.5 (6 in.) Center Rear 15+ 0.67 to 0.83 0 Wall 15+ 1.67 to 1.83 1 Front Wall 12, 15+ 0.67 to 0.83 0 Near Front 15+ 1.67 to 1.83 1 Left Corner Front Right 15+ 0.67 to 0.83 0 Corner 15+ (HAR) 1.17 to 1.33 0.5 (6 in.) HAR = Hand Auger Refusal It is recommended that the two overexcavated locations be backfilled with clean washed stone wrapped in a geotextile filter fabric to the planned bearing elevation. Based on our visual observations, recommendations, and field test results; the tested materials and conditions are suitable for the support of an assumed bearing pressure of 2,000 psf. The concrete and reinforcing steel (if needed) should be placed within 24 hours. If this is not possible, the condition of the excavations should be preserved by means of placing a concrete mudmat or plastic sheeting to cover all footing areas. If foundation excavations are exposed to the elements or if changes are made to the foundation excavations; it is recommended to retest the footings for suitability to support anticipated loading conditions. Foundation Excavation Observation — Lot Nos. 475 and 476 Anderson Creek (52 Broadlake Lane) September 28, 2009 Page 2 of 2 We appreciate the opportunity to assist you during this phase of the project. If you need further assistance or additional information please do not hesitate to contact us. Sincerely, D. Miller & Associates, PA NC Corporate License No. l ,,, / Kevin P. Morrow, P.13: 4 BEAL r ; Senior Geotechnical Ed ? 03253s 09 -331- 1762 -00 - kin\ V;§•Z0e' 106/F1/475.00 GfP,, • 4/4- A0. PROJECT TIME RECORD Attachments D. Miller & Associates, P.A. on Form: , C Conccrr ete Foam: 1000 Dearest Way, Suite 103 Drive Tube Form: _ Photos: Yes / No Morrisville, NC 27560 Crack Monitor Form: _ Consolidation: Yes / No Phone: (919) 8469202 Fax: (919 846.0246 Other. 1 Job No.:0 3 - t -'L Project: bye 4 Date: T•tr: , 9 Pu • •se of Visit: 4 • t Fax No.: C1i t Co,, • .T, ri k Contact No.:3 4. 2240 • Contact Name: n, , Permit No.: Ci / Town: Start Time: 'l od Stop Time: 7: fr Travel Time: 74. Total: ?J 15 Start Time: Stop Time: Travel Time: Total: At Subgrade Level: ativ / Fill (circle one) Fill Controlled? Per Who? • Depth of Overlying Fill: Soil Description: ,r..w.. Sft(/ 4a,u;m3• rw...( Remarks: ,,/I CArer, if, ri a4Aft r2- Dw.n- oar - Vel n & `I'A brIn4 Ian++.- Ls A�L..et t%k tai (n iel, Ai- 41.-0- 4M' s %Jun 6a A,, A- 4.ca.44 t..7 ribS►nve l 4s h. R` - /o" ;h iltrkl trrs,♦ -b' r1.ta', VJkat r(,.N7,pvita Oatr.n...1't..1 aJL.rco.n1avi Figure 1 sn 5 ind.PI.t i.1- 15ea t fb r)4.4) wi.L *kph,. k n. "AJ4 k and __ - c i • '7 I d r.. / r i • r old {%t wt4. tit dd116 • 4#"Ie►k =(5, q 'Zef'(3L %(5f xi 3 € rob )2'15r .IELICe t ale - (,`writ :tst .07,&-1 133 I & I ': )5'r 1 t lJ gcrl. pr /1 F ose 6rt atwafisv, OkSr ,ntsiv,r itt-L hla/t- ¥n1- 7- itwY.11 M.t r_vtn pier MIA Sa t'R� I L 1/44. .. , L " • . , r, ty /{tbh r : u. . !iI - It 1 r, rr i d' } 1 r% The above report is a preliminary submittal. All data is subject to - / h � nicaI review and confirmation. Authorization (sign and print) Field Technician (sign and print) PREPARED 10/02/09, 13:58:42 INSPECTION TICKET PAGE 28 Harnett County INSPECTOR: IVR DATE 1D /D5/09 ADDRESS . : 52 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010047 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 5BDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS - 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/0 9 0 9 DE LEFT &P SVC POLE VRU #: 001831325 COMMENTS AND NOTES PREPARED 10/12/09, 13:59:14 INSPECTION TICKET PAGE 40 Harnett County INSPECTOR: IVR DATE 10/13/09 ADDRESS . : 52 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010047 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 TI ^ R *PLUMB UNDER SLAB VRU #: 001835385 l 0 - n -04 B113 01 10/13/09 R *BLDG R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 !p -(3.09 A (' V T /S: 10/12/2009 12:02 PM NTART -e) (f Gor e ENTS AND NOTES PREPARED 10/15/09,_.14:.00':30 INSPECTION TICKET PAGE 20 Harnett-County' . INSPECTOR: IVR DATE 10/16/09 ADDRESS -: 52 BROADLAKE LN - SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . :' 01- 0535 -10- - .0100- -47- APPL NUMBER: 09- 50022617 - CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /5:, 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ONPINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE % LAND NOTES : LXMN 8/17/09 deleted 01053510010047 lot #476 and /' combined with this one tj LXMN,"112 /10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58 %128.85 5BDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE # BEDROOMS . . . . .v. : 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309.01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 i1 10/13/09 AP Gate code #2240 ;� B113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 I A814 01 10/16/09 TI ADDRESS CONFIRMATION VRU #: 001835376 `II B111 01 10/16/09 I R *BLDG SLAB INSP VRU #: 001837622 a -16 -0q , � - v COMMENTS AND NOTES PREPARED 12/17/09, 15:13:44 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 12/18/09 ADDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010048 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58 2(128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed 8101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 10/13/09 AP Gate code #2240 B113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 B111 01 10/16/09 JH R *BLDG SLAB INSP VRU #: 001837622 10/16/09 AP ' A814 01 10/16/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001835376 10/22/09 AP 62 BROADLAKE LN LOT 476 SPRING LAKE 28390 ,\ T /S: 10/22/2009 04:30 PM TWARD B111 02 12/18/09 TI e . R *BLDG SLAB INSP TIME: 17:00 VRU #: 001863406 A Ul T /S: 12/17/2009 03:12 PM JBROCK PER CUSTOMER JIMMY TOLD HIM TO PUT IT ON 12/18/09 COMMENTS AND NOTES �i ■ PREPARED 1/26/10, 14:06:06 INSPECTION TICKET PAGE 9 Harnett County INSPECTOR: IVR DATE 1/27/10 ADDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010048 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE - FLOOD ZONE X # BEDROOMS • 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 10/13/09 AP Gate code #2240 B113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 B111 01 10/16/09 JH R *BLDG SLAB INSP VRU #: 001837622 10/16/09 AP A814 01 10/16/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001835376 10/22/09 AP 62 BROADLAKE LN LOT 476 SPRING LAKE 28390 T /S: 10/22/2009 04:30 PM TWARD B111 02 12/18/09 DT R *BLDG SLAB INSP TIME: 17:00 VRU #: 001863406 12/18/09 AP T /S: 12/17/2009 03:12 PM JBROCK PER CUSTOMER JIMMY TOLD HIM TO PUT IT ON 12/18/09 B101 03 1/27/10 T R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876234 1- T /S: 01/26/2010 10:03 AM NTART WILL BE FOR A SMALL FOOTING OF SOME NATURE. COMMENTS AND NOTES PREPARED 2/18/10, 13:58:59 INSPECTION TICKET PAGE 9 Harnett County INSPECTOR: IVR DATE 2/19/10 ADDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010048 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed 8101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 10/13/09 AP Gate code #2240 8113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 B111 01 10/16/09 JH R *BLDG SLAB INSP VRU #: 001837622 10/16/09 AP A814 01 10/16/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001835376 10/22/09 AP 62 BROADLAKE LN LOT 476 SPRING LAKE 28390 T /S: 10/22/2009 04:30 PM TWARD B111 02 12/18/09 DT R *BLDG SLAB INSP TIME: 17:00 VRU #: 001863406 12/18/09 AP T /S: 12/17/2009 03:12 PM JBROCK PER CUSTOMER JIMMY TOLD HIM TO PUT IT ON 12/18/09 B101 03 1/27/10 TI 1 R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876234 T /S: 01/26/2010 10:03 AM NTART WILL BE FOR A SMALL FOOTING OF SOME NATURE. R427 01 2/19/10 ,T,I FOUR TRADE ROUGH IN >2500 VRU #: 001885177 *1 9-/° ✓k COMMENTS AND NOTES PREPARED. 2/23/10, 14:00:42 INSPECTION TICKET PAGE 8 Harnett County INSPECTOR: IVR DATE 2/24/10 ADDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : 't PHONE : OWNER :TLEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010048 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 10/13/09 AP Gate code #2240 B113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 - B111 01 10/16/09 JH R *BLDG SLAB INSP VRU #: 001837622 10/16/09 AP A814 01 10/16/09 FB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001835376 10/22/09 AP 62 BROADLAKE LN LOT 476 SPRING LAKE 28390 T /S: 10/22/2009 04:30 PM TWARD T /S: 02/18/2010 02:48 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 B111 02 12/18/09 DT R *BLDG SLAB INSP TIME: 17:00 VRU #: 001863406 12/18/09 AP T /S: 12/17/2009 03:12 PM JBROCK PER CUSTOMER JIMMY TOLD HIM TO PUT IT ON 12/18/09 B101 03 1/27/10 TI R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876234 T /S: 01/26/2010 10:03 AM NTART WILL BE FOR A SMALL FOOTING OF SOME NATURE. R427 01 2/19/10 FOUR TRADE ROUGH IN >2500 VRU #: 001885177 t 2/19/10 DA Missing nails in floor truss hangers throughout basement &garage.81Need floor truss layout for first floor.J)Nail all 2ply & 3ply lvls per truss drawings.aNeed structual strap where top plate is broke for beams or lvls. Misssing CONTINUED ONTO NEXT PAGE N P PREPARED 2/23/10, 14:00:42 INSPECTION TICKET PAGE 9 Harnett County INSPECTOR: IVR DATE 2/24/10 ADDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . :' DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 3 studs under stairs.t'(Missing 2 2x6 under rear deck in guess bedroom.' Need engineer letter for notched lvl in rec room.t)Need engineer letter for all interior and exterior load bearing walls for red head anchor'bolts.04 Fire caulk water line ® top•p-1ate & strap every 32 "in studio.OReplaceover notched stud on end wall of studio room & nut & washer1°P)End wall in rec room missing point load studs.l4jjMissing jack studs on both sides of photo gallery doorway.21)missing blocking in storage room. 1 )Fire -caulk water line (8 top plate in storage room. Stop inspection in basement Ok to side A814 02 2/24/10 FB ADDRESS CONFIRMATION VRU #: 001885160 2/18/10 AP T /S: 02/18/2010 02:50 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 P421 02 2/24/10 TI 1 FOUR TRADE ROUGH IN >2500 VRU #: 001886409 COMMENTS AND NOTES PREPARED 2 26/10, 14:26:40 INSPECTION TICKET PAGE 12 Harnett.Ct. ty' INSPECTOR: IVR DATE 3/01/10 ADDRESS : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 3 studs under stairs.6)Missing 2 2x6 under rear deck in guess bedroom.7)Need engineer letter for notched lv1 in rec room.8)Need engineer letter for all interior and exterior load bearing walls for red head anchor bolts.9)Fire caulk water line @ top plate & strap every 32 "in studio.10)Replaceover notched stud on end wall of studio room & nut & washer.11)End wall in rec room missing point load studs.12)Missing jack studs on both sides of photo gallery doorway.13)missing blocking in storage room. 1 14)Fire caulk water line @ top plate in storage room. Stop inspection in basement Ok to side A814 02 2/24/10 FB ADDRESS CONFIRMATION VRU #: 001885160 2/18/10 AP T /S: 02/18/2010 02:50 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 R427 02 2/24/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001886409 2/25/10 DA Basement4)Nail lvls & strong backs for floor truss & add 2 2x6 @ notched ones in garage...Missing red heads @ fire place in rec room .7) 4th floor truss from end front wall putin backwards in storage room.Main Floor:lMissing nails in floor truss hangers in laundry room.4)His shower missing nail guard on water line @ top plate.p)His mast r bedroom needs 2 jack studs each end of window header Missing nails in floor truss hangers in upstairs guest bedroom.tj Missing jack stud in guest bedroom calls for 3. (SAdd 2 studs each side of window in Her Master bedroom.' Need 2 jack studs on each side of header @ stairs in foyer.a)Repair to header in entry hall to great room per engineer Add 2 studs to right of fire place. 1 118,y4alf bath beside stairs needs structual straps @ 3" pipe in top plate. flail guard @ bottom plate on 2" pipe in maids guarters.Attic: jPlans show 2 straps on each side of valleys in attic.2)Need letter for ceiling in kitchen missing 2 floor truss. 2 R427 03 3/01/10 TI FOUR TRADE ROUGH IN >2500 VRU #: 001888318 3 -e -lo 4-PY / ,e% COMMENTS AND NOTES PREPARED 2/26/10, 14:26:40 INSPECTION TICKET PAGE 11 Harnett Calphty ' INSPECTOR: IVR DATE 3/01/10 ADDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010048 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.588128.85 SHDR BASEMENT &GARAGE DECK FLOOD ZONE • FL00D ZONE X # BEDROOMS • 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 10/13/09 AP Gate code #2240 B113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 B111 01 10/16/09 JH R *BLDG SLAB INSP VRU #: 001837622 10/16/09 AP A814 01 10/16/09 FB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001835376 10/22/09 AP 62 BROADLAKE LN LOT 476 SPRING LAKE 28390 T /S: 10/22/2009 04:30 PM TWARD T /S: 02/18/2010 02:48 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 B111 02 12/18/09 DT R *BLDG SLAB INSP TIME: 17:00 VRU #: 001863406 12/18/09 AP T /S: 12/17/2009 03:12 PM JBROCK PER CUSTOMER JIMMY TOLD HIM TO PUT IT ON 12/18/09 B101 03 1/27/10 T p/ R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876234 - 927•/h n ) T /S: 01/26/2010 10:03 AM NTART WILL BE FOR A SMALL FOOTING OF SOME NATURE. R427 01 2/19/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001885177 2/19/10 DA 1)Missing nails in floor truss hangers throughout basement &garage.2)Need floor truss layout for first floor.3)Nail all 2ply & 3ply lvls per truss drawings.4)Need structual strap where top plate is broke for beams or lvls.5)Misssing CONTINUED ONTO NEXT PAGE DMiller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846 -9202 (Office) (919) 846 -0246 (Fax) February 24, 2010 Anderson Creek Partners Att: Andy Barr (Emailed to andybarr40@a,yahoo.com ) Re.: Engineering Services — Structural Evaluation Lot 475 Anderson Creek (Broad Lake) Spring Lake, NC Project No.: 101 1 -12523 To Whom It May Concern: A representative of D. Miller & Associates, PA has observed the following structural issues: 1) LVL hanger connection over garage observation. 2) Cut top plate repairs observation. 3) Stacked LVL headers at stairwell entry observation. 4) Point loads at each side of stairwell observation. 5) LVL at right side of stairwell observation. 6) Rear garage wall point load support revision observation. 7) Floor truss hanger connections at right side basement observation. 8) Rear wall framing and support observation at basement rear bath. 9) Notched floor trusses at elevator shaft observation. 10)Beam support revision at opening between great room and hall entry observation. The following comments and /or recommendations are outlined below for the above referenced items: 1) Based on our review the (2)14" LVL over the front left side of the garage is adequately supported at the right side hanger connection. 2) Based on our review the cut top plate repairs (at several locations) have been adequately installed/strapped to support the loading conditions. OSB sheathing has been used in lieu of the straps at two locations (ok). 3) Based on our review the stacked LVL headers at the stairwell entry (off the 1 floor hall) are adequate to support the loading conditions. 4) Based on our review the point load supports at each side wall of the stairwell are adequate to support the loading conditions and adequately supported. Page 1 of 2 1 v , � 1 1 DMiller 8, Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846-9202 (Office) (919) 846-0246 (Fax) 5) Based on our review the (2)14" LVL band at the right side of the stairwell is adequate to support the loading conditions in lieu of the ladder truss. 6) Based on our review the (1)2x6 and steel column top flange are adequate to support the point load at the rear garage wall in lieu of a (2)2x6. 7) Based on our review the floor truss hanger connections at the right side of the basement are adequate to support and transfer the loading conditions. 8) Based on our review the rear wall of the basement rear bath is adequately framed to support the loading conditions. 9) Based on our review the notched floor trusses (3 trusses) at the elevator shaft are adequate to support the loading conditions (2x4 end block removed for clearance). 10)Based on our review the (2)14" LVL header between the great room and entry hall shall include the following repairs to move the point load at the rear stud jacks back approximately 1 ft. An additional (1)14" LVL ply shall be added to the right side of the beam and secured with (5)16d nails @12" o.c. (new ply to extend past existing headers and may be packed out with (2)14" LVL's at the end and secured to the new ply with (5)16d nails @8" o.c.). Additionally the joint between the existing beam and the new LVL end blocks shall be strapped with (2) 16ga. Straps extending 12" on each side of the joint. We appreciate being able to assist you during this phase of the project. If you need further assistance or require additional information please do not hesitate to contact us. Sincerely, ��a�ti un�� D. Miller & Associates, PA `.�`y>` i � % K. Robert Murray, Structural Field Manager 14. • I V ferWpra Se. # 1011 -12523 ''` Ci� �� FV2 / 600 (050) NC -Corp Lic. #C -1466 William C. Piliero, PE Page 2 of 2 miner and Associates To:Arthur Levinson Residence (19108142479) 08:19 0212411 OGMT -05 Pg 01 -01 • Miller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846 -9202 (Office) (919) 846 -0246 (Fax) Anderson Creek Partners Febuary 23, 2010 125 Whispering pines Drive Spring Lake, NC 28390 Attn: Andy Barr Phone: (919) 369 -2240 Fax: (919) 814 -2479 Re.: Engineering Services — Framing Issues Arthur Levinson Residence Spring Lake, NC Project No.: 1 03 1 -1 2402 (DMA Ref. 0931- 1145IP) To Whom It May Concern: A representative of D. Miller & Associates, PA has reviewed and analyzed the following structural issues: 1) Anchor bolts in basement walls. 2) Notched 14" LVL in Rec room. 3) 11 -7/8" LVL ripped to 9 -1/4" LVL Our recommendations and conclusions were as follows: 1) Missing anchor bolts in basement walls can be replaced using %" dia. Red head expansion anchors. Minimum 5 -1/4" embedment. Max spacing is 6' -0" O.C. and anchor bolts shall be 12" from end of each plate section. 2) (2) 1 -3/4" x 14" LVL and (3) 1 -3/4" x 14" LVL located in basement Rec room may be notched to bear inside W12x72 steel beam. Minimum notched LVL depth shall be no less than 11 -7/8" in height. 3) Builder may rip 1.9E Microllam LVL beams to required size. Builder ' must meet minimum required final sizes listed on plan. Unless otherwise noted. oouii l,,,, Sincerely, \,�‘`�- CARp�./ o, ?� °oFESS / fri Oa l ' i lfr ° F l °° NS EF .` c� D. Miller & Associates, PA �i ° °° I ° °° �� .' Jaynes E Sutton, El '',,,1447.. o l t oo Project Manager William C. Piliero, PE 1031 -12402 P13- 250(0501 . Page l of 1 , ,:i. : , ,.. : , DMiller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846 -9202 (Office) (919) 846 -0246 (Fax) Anderson Creek Partners December 1, 2009 125 Whispering pines Drive Spring Lake, NC 28390 Attn: Andy Barr Phone: (919) 369 -2240 Fax: (919) 814 -2479 Re.: Engineering Services — Framing Issues Arthur Levinson Residence Spring Lake, NC Project No.: 0931 -12234 (DMA Ref. 0931-11451P) To Whom It May Concern: A representative of D. Miller & Associates, PA has reviewed and analyzed the following structural issues: 1) Addition of finished space above living room. Our recommendations and conclusions were as follows: 0,o 1) See attached sheets. .0 -\N CARP?'' /. e ....SS/.....0.. ° °?9 SAL" =q Sincerely, a� t 0 t f 0 1 ,�(FNGINE�� °\��: D. Miller & Associates, PA William C. Piliero, PE James E Sutton, EI Project Manager 0931 -12234 P9 — 200 (050) Page 1 of 5 1 �a,� qq ��. ueld &maid lueeseg : 12 i Q �� ON ' w )1e1 6updg'eouepisea uosuInel J Q nyyy II s reuyed 3ee�0 uosiepuY '� et. off' °Q iii, " \\\ r . ® (2) P .T. 2X8 (2) P.T. 2X8_ (2) P.T. 2X8 (2) P.T. 2X8 N \ \ a tigta ® � .. 4 861 0- QXL '1'd (L) d 1- t a n ki a N O m (2) P.T. 2X8 (2) P.T. 2X8 It ® N O a a 3 4XL '1'd (L) a • - Q \ i r 4 Li N to U 0 N 8 c't — m .., .„_, C V N A LL R a ii 5 e CN.---- a t `a \ N _ lop U5 a. a mn om®mov l ueld bulwe)d )OOId Mild M1 tt is II±LIA ON 101131 s,auved�e O uosiepuy my 1 CO 1 TAKT L •/��( 1,J ` ``1 111 511/2 ,/ gag ` / ` Q .•Tn it °4''' � ?(- ��j ..0,7:: 0 -U:N Z:U_ tu_i do2dd : °� \� a ti —_—r ■ . . . . 'I i k N I WV x N x ea I ,p 0 s R 0 kill 4 / mi -JEW UN II I_ _ d d) ) O Y t I y Q Q \ 0 � i----. i-- N V ...0 Q 1/4_,___, N i 4 R n ZD • ® RI 6 5 n ® Q. N $ x — m d p i w H _ r . 1 CV 04 _0 . . \\\ \ \\\ \NV Q \ \ \ \\ t f 0 — N i riaaruovdnresiA bl3d `' q 5356(RI.L TJOOld „bl I 1 N V h 0 . A \ \ \ \ \ \ \XXWrz4 \ \ \ \X\\\\\ \ \ \ \ \ — — — - -- D N • r1 0 ..___r x r I 1 0 7 1 1 ► / r ■: _ ____\ 4t_____( ®a - 1 -0 N 1 ti N 1 \ N \ \ . \ J I,,, II,,, t1. o 424. y.:-.. iiill 00 Anderson Creek Partners r Arthur Levinson Residence, Spring Lake, NC _ _ D .. a II Second Floor Framing Plan ""a•a-°a- 1 N i $ bk o ‘ 0 —1 a *10 d O � o I N 2x12 RIDS= - - -- i J !" 4 m / 2x8 RAFTER ®Ib" O.G. � / O y /A 9 / • , Anderson Creek Partners.iniss..smn T �� 1 Arthur Levinson Residence, Spring Lake, NC r�ar��nti sa L 1 1 ei a Roof Framing Plan ^ ^O °' — anou�un,m �..,. D Miller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846 -9202 (Office) (919) 846 -0246 (Fax) December 30, 2009 Anderson Creek Partners Att: Andy Barr (Emailed to andyban•40 cr,yahoo.com ) Re.: Engineering Services — Structural Evaluation Lot 475 Anderson Creek (Broad Lake) Spring Lake, NC Project No.: 0911 -12281 To Whom It May Concern: A representative of D. Miller & Associates, PA has observed the following structural issues: 1) Front wall support observation over garage. 2) Joist connections at steel beams over garage observation. 3) Balcony connection (at house side) behind garage observation. 4) LVL penetrations verification. 5) Rear deck (off foyer) framing not per plans observation. • 6) Stick built floor framing observation over basement storage (left side house). 7) Rear basement wall openings addition (3 added at left side) observation. 8) Elevator shaft framing observation. 9) Ceiling framing over front and rear foyer and roof framing over rear foyer observation. 10)Stick built floor portion over kitchen observation. 11)Dormer framing and support over rear kitchen observation. 12)Chimney framing observation. 13)Dining room rear wall observation. 14)2 " floor interior chimney framing observation. 15)Roof framing over storage at 2" story left of foyer observation. 16)Stacked plates supporting valleys observation. 17)(3)2x10 removed over elevator shaft observation. 18)Rear decks attachment as house sides observation. The following comments and/or recommendations are outlined below for the above referenced items: Page 1 of 3 D Miller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846 -9202 (Office) (919) 846 -0246 (Fax) 1) Based on our review the 2 story front wall over the garage is adequately supported with the addition of the (2)14" LVL's added below. 2) Based on our review the floor joist connections and packed out steel beams (supporting the joists) are adequate as is to support and transfer the loads. 3) Based on our review the balcony (behind the garage) is adequately secured at the house side to support the loading conditions. 4) Based on our review the three LVL's over the basement with (3) holes (drilled to accommodate utilities) all placed over the wall and or within 1 ft from the end will be adequate to support the loading conditions. 5) Based on our review the rear deck (off foyer) has been adequately framed and supported to properly transfer the loads. 6) Based on our review the stick built floor portion over the basement storage is adequately framed and supported to transfer the loads. 7) Based on our review the (3) additional openings added at the rear basement wall (left side, 2 windows and 1 door) are adequately supported to transfer the loads. 8) Based on our review the elevator shaft has been adequately framed to support the loading conditions for the enclosure. 9) Based on our review the ceiling framing over the front and rear foyer areas along with the roof framing modifications over the rear of the foyer are adequately framed and supported to transfer the loads. 10) Based on our review the stick built floor portion over the kitchen is adequately framed and supported to transfer the loads. 11)Based on our review the dormer over the rear kitchen area is adequately framed and supported to transfer the loads. 12)Based on our review the wall addition to create a wider chase at the left side chimney shall be secured at the outside corner studs with Simpson L70 (or equal) placed at 5ft o.c. vertically. Additionally a 3- 1/2 "x3- 1/2 "x1/4" steel lintel shall be added at the 1 floor level (secured to the wall addition with 1/2"x3 -1/2" lag bolts @I2' o.c.) to adequately support the loading conditions. Page 2 of 3 DMiller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846 -9202 (Office) (919) 846 -0246 (Fax) 13)Based on our review the rear dining room (window wall) has been adequately framed and supported. Additionally the steel column clip connections are adequate as is. 14)Based on our review the interior of the 2 " story left side chimney is adequately framed and supported to transfer the loads. 15)Based on our review the roof framing over the 2 " story storage (left of foyer) is adequately framed and supported to transfer the loads. 16)Based on our review the over - stacked plates (supporting the valleys) are _adequate to transfer the loading conditions. _ 17)Based on our review the (3)2x10 (removed over the elevator shaft) is adequate and not required at this location. 18)Based on our review the rear decks are adequate secured at the house sides to support and transfer the loads. We appreciate being able to assist you during this phase of the project. If you need further assistance or require additional information please do not hesitate to contact us. i iiiii Sincerely, o° :0 OZ 419 D. Miller & Associates, PA .4: K. Robert Murray, Structural Field Manager _ . fp iiiii 16%1 0911 -12281 FV3 1750 (050) NC -Corp Lic. #C -1466 William C. Piliero, PE Page 3 of 3 DMiller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 846 -9202 (Office) (919) 846 -0246 (Fax) Anderson Creek Partners November 9, 2009 125 Whispering pines Drive Spring Lake, NC 28390 Attn: Andy Barr Phone: (919) 369 -2240 Fax: (919) 814 -2479 Re.: Engineering Services — Framing Issues Arthur Levinson Residence Spring Lake, NC Project No.: 0931 -12155 (DMA Ref. 0931- 11451P) To Whom It May Concern: A representative of D. Miller & Associates, PA has reviewed and analyzed the following structural issues: 1) Steel tubing size in front window of the Salon. 2) Required framing for extended back right bedroom on main level. Our recommendations and conclusions were as follows: 1) Based on our review of the plans the HSS 5 -1/2" x 5 -1/2" x 1/8" columns can be replaced with HSS 5" x 5" x 3/16" columns 2) See attached sheets. \ 11111114, 1 ` , 0 9' ° CA .k _SS //0 ° ^ �QI Sincerely, ; X035,5 `'°�! �� D. Miller & Associates, PA William C. Piliero, PE James E Sutton, EI Project Manager 0931-12155 P9 — 200 (050) Page 1 of 5 S 1 1 rri CA g I Fi L J 1 W ,_0,. C 4 _ X / w n, 2 a 6e P E p F OIA !a tAm E D � � I 4 " 5 �2 / A �� e• c to 6 \ ® § I,_0„ g,_0,. CURB TYP. I / i 3 PS XA P g D � A N t N w �Y. W -4 x m c I ' A G 6. t7 m E x E, m �N g tryry� _ 1 P a1W-AR 10 J • T .W ,t r''> o � O .�t .. cc.nzrnn� chi,; I /H -,0 I Anderson Creek Partners i Arthur Levinson Residence, Spring Lake, NC _ ��— Foundation Plan t = , , MANUFACTURER r N 3 N 0 I -9" y 'rMAx. r. — D.J. • s r _ o rr) a,ri P c II r - `pA u � P.T. 2X8 F.J. I - p I N ' I o. . A X 1 1 r � 1 D © / w O S O ooE . , 1 �2} 2x10 M r r r r Z \ _ gut a, ur ut r r • �� \ =cn �p a 1 6- 4 x x x x io n z o � iA /c D Ut �' ui W 8 g m N x N x A rn °LOOR TR xSe5 -6161 _14 O� MANUFACTURER � , 7C / O P N r ti UI l miTO ®X A 4 Te I n 0 0 V' M g A � D a o x� 0 i 0 1 r , r� co r It d �- ni 10 I Z €mo I tl • r i Z O d it I j cp \ " A A r `' I ,, 7t in _ —1-1 "1"m ., ,, 2x1 �_ \ — (3) B.C. OPTIONAL N O N A O SINGLE DOOR <s) 4 h b A HEADER _ 9 E N coven rn1 cp -: = n • e c Z S W3 (n _ it e*. s O ' i ?,I ∎"` \ \‘ t l Anderson Creek Partners �� Arthur Levinson Residence, Spring Lake, NC 1 1r.�._ N Basement Framing Plan DkL` II =-.=-- MEN 1 ----c.."—, r ' I D LYx,CS 0 m r -i N TURPR 0 000 E P - -- A s A rn r r r r z / A D W 0• W W g r r 071 6 x x x x t n� z ` ,� y U1 A w W ttt - N N r d�E � l n $ A 7 Z x N x A D rn 00 \ O a W W r z� A P z Q z x 0 n D rn d -1 rn -. 6 t- 0 O V r A U] C L' r A rn N 0 0 \---- ../"- a 4o Pte, s _ ', ,,0 .o Anderson Creek Partners W il Arthur Levinson Residence, Spring Lake, NC D 1L 1 First Floor Framing Plan I.p AND DESIGN ...... . e . 2x8 RAFTER o16" O.G. I // \ Lt , Ii ii (2) 1 -3/4" X 16" LVL 0 ; � ' — — - 2x8 RAFTER m e ®16" O.G. f _1% 4c -1 i 04\ c ; et cp la m ``�� RIDGE 2x8 RAFTER A e z O ®I6' O.G. 0 i m 1 Q-1-, � ti, A i I - - - -- • -O i fil Anderson Creek Partners 1 Arthur Levinson Residence, Spring Lake, NC �..r`..aeyy D5 ,_ • Roof Framing Plan M M WON . . t r e ' ' • • ALLOWABLE LOADS FOR - HANGERS WITH GAPS , Sit "" -T Page 5ofe REPAIR OPTIONS FOR DAPS > Mt OR RISHER LOAD REQUIREMENTS The following are repair options for hangers with a gap > 14', or conditions where the design load requirements for the hanger require a repair beyond a supplemental connector (as shown on page 4): • Opflaa 1: Add a scab to both Option 2: Remove existing LUS, MUS, HUS or HHUS Op0on 3: Remove existing hanger, sides of a single-ply carried hanger and Install the same size HTU hanger in Its Install continuous shim or bloddng truss (and existing hanger) place. Allowable bads for HTU hangers for gaps up to behind truss to reduce gap to K' or and then Install a 3-ply HGUO K' are given In Table 8.11 the gap Is K' or less and less, then install new hanger that hanger of equivalent eke the HTU allowable bads with W max. gap meet the meets the design load requirements. (Refer to Table 5). design loads, no shim Is required behind the HTU. See shim detail below. TABLE 6 _ 3 -Ply Mariner over existing Single-Ply homier (er Vfood dlockinrl) Stine eawnray Modal Fasteners xaesrowmew No. Carried Member Cerrying Member Allowable Loads • cii I f HGUO26 3 (4)- SDSYa1 K' (12) -SDSK Git Equivalent (or better) to GYMS ; _ ; I H61.1028-3 (6)-SDSYa1K' (20)- SDSY.x3' single-ply L US, MUS, HUS, c: HGUO210.3 (8)-S0S1/4a' K' (28)- SDSV4(3' HGUS models of same size 1. This repair appdealnn 11911110$ I.W Tong 2. Up to 2 screws Ma the denying member may 505 wws Into are anted member, which Interfere with the original aingI y harmer and Puss obes de an not praHed whet the 1101)0 hanger. ere not remised to be nstaaed. Tareearns TABLE 6 Optima 1 IItl H:inger in pll to ui romoaed exislinq LLIS, FrIUS. HUS. m HHUS liinggr! Douglas F1rySOOBlern Pine Sprosa4'ne Fr/Hem Fir Model Allowable Loads MIowabfe Loads gym T vsr stem • No. Carrying Carded UpIIM Floor Snow Roof Upfi1N Floor Snow Roof s ea m pw al Member Member (133) (100) (115) (125) (133) (100) (115) (125) sae slow HTU Allowable Loads with 1)2" Max. Galin 1 1 . HTU26 20-16d 20-1061.5 1215 2880 3290 3580 1045 2370 2370 2370 HTU28 26-16d 26- 10dx1.5 2140 3720 4275 4655 1840 3225 3710 3760 HTU210 32 -16d 32.10dx15 3255 4575 5020 5020 2800 3765 3765 3765 ism armed • L . H U26-2 20-16d 20 -10d 1910 2880 3290 3500 1645 2205 2205 2205 Mu Rental e1 - HTU28 -2 26 -16d 28-10d 3035 3720 4275 4655 2610 3225 3710 4055 - HTU210.2 32 -16d 32 -10d 3855 4575 5260 5730 3315 3970 4565 4855 Option 2 1. The tatting WS, MU9, HUS, or HHUS hanger must be removed wxh are a Loads sham are for namdmum Meng. vs a to not suss damage to the wood members. TM loads sham Mr the Refer to me ahem 1$W4 Construction Hill require ettednnem of the HTU Into wood eel Is not spilt or damaged. Connectoraplop toe mourn nanrq bads. 2. Loads shown are Me HTU Alternate MtowiMe Loads tor M' Maximum 4. Uplift loads ben been Increased 33% and 50% to Itie current Wood Hanger Gap. for pre Standard r Allowable Lads ('A' ALrdm Hanger Gap). wwlog Increase Wowae wind loading with no further • • • NOTE: e ns truss SHIM DETAIL NOTES , shown for clsdty. A shim may be Installed between the carried buss and . girder truss to reduce a gap to W or less provided: - ":;:::•;' R;I 1. The size, material, and attachment 0 3. Fasteners used to attach the shim must - • <<j;d ? the shlm must be designed by the Truss be Independent of the hanger fasteners Designer or other Design Professional. so that the shim and truss act as a single ater . i e 2. The shim must be an engineered lumber unit, and required loads are transferred. • Tam n ern w , material with a specific gravity equal to 4. Shim fastener spacing and edge distances I or greater than the specific gravity of shall be In accordance with the National Shim Detail the truss to which it Is attached. Design Specification tor Wood Construction. l ,j2" -g: 62,4,r, 2/9 it, _ 7 5161 . -� dwneir,DwJ: 9 2 /L Space 2 - 3 y4 . • N 2100 Sterling Drive Albemarle, NC 28001 (704) 983-6748 February 26, 2010 Re: Anderson Creek Partners Levinson Residence To Whom it May Concern: Please be advised that on the above referenced project, no lumber, plates, or design are affected by reversing the installation of floor truss F01 from front bearing to rear bearing in the field. There is no change to the structural integrity of the truss. Either end may hang or sit on top plate without causing any change to the truss. TBJ AMITekAffiliate D Qg70 € // Trenco 818 Soundside Rd Edenton, NC 27932 Re: 246178 CAnderson. Creek- Partners/L'evinson: ResidC The truss drawing(s) referenced below have been prepared by Truss Engineering Co. under my direct supervision based on the parameters provided by ProBuild East(Albermarle,NC)• Pages or sheets covered by this seal: E5624646 thruE5624646 My license renewal date for the state of North Carolina is December 31, 2010. North Carolina COA: C -0844 „,n111/r, ■ O P.0 Ess R� Q POF OY - • SEAL 030652 T9q F H G ESP e*/ 4K March 1,2010 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. "Job Truss Truss Type Oty Ply Anderson Creek Partners /Levinson Reside E5824646 246179 F01 FLOOR 19 1 Job Reference (Optional) ProBuild East, Albemarle, NC 28001 7.140 s Oct 12009 MlTek industries, Inc Mon Mw 0116:31:352010 Pagel eta H 1 2-6-Q 1 1 2 -0-0 11 1-4-1 0.048 Sale = 1:32.8 15x4 II 1.5x4 11 _ 1.5x4 = 3x10 = 1.5x4 II 3x4 = 1.5x4 11 3x4 = 1.5x4 11 3x8 FP =3x10 = 1.5x4 = ' c 1 2 3 4 5 6 7 6 9 10 N 18 Al �� r ' \ •. 19 9 N 4 17 16 15 14 13 12 1 3x6 = 3x10 = 15x4 11 3x4 = 3x12.5 MT16 FP = 3x10 = 3x6 = I 8 -0-0 1 9-M10 1 1 i 19-4-6 1 8 1-0-0 1 -0-n 9 - -ai -- - •- -ewe ••b -- .r - -- :"a -:00- .,t - - -41- LOADING (paf) SPACING 1 -7 -3 CSI DEFL in (Ioc) I /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.66 Vert(LL) -0.33 12 -14 >696 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.52 12 -14 >440 360 MT16 1711147 BOLL 0.0 Rep Stress Incr NO VVB 0.35 Horz(TL) 0.07 11 n/a rile BCOL 5.0 Code IRC2006/TP12002 (Matrix) Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or6 -0 -0 oc purlins, BOT CHORD 4 X 2 SYP M 31 except end verticals. WEBS 4 X 2 SYP No.2 GOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 17= 835/Mechanical, 11= 835/0 -2 -0 FORCES (Ib)- Maximum Compression /Maximum Tension TOP CHORD 1 -17= -84/0, 10 -11= -83/0, 1- 2 =5/0, 2-3=-3080/0, 3 -4 =- 3080/0, 4 -5= 379810, 5 -6 =- 3798/0, 6 -7 =- 3094/0, 7 -9 =- 3094/0, 9.10 = -5/0 BOT CHORD 16 -17= 0/1853, 15- 16= 0/3798, 14- 15= 0/3798, 12- 14= 0/3721, 11- 12= 0/1856 WEBS 4-15 =- 541120,5 -14= 188/43,2 -17 =- 1988/0,2 -16= 0/1324,3 -18 =- 229/20,4 -16= 985/0, 9-11 =- 1992/0,9 -12= 0/1337, 7 -12 =- 199/0,6 -12 =- 676/0, 6-14=-198/449 NOTES 1) Unbalanced floor live Toads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to buss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 11. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3 ") nails. Strongbacks 00 be attached to walls at their outer ends or restrained by other means. LOADCASE(S) Standard 00 k51111JNrryry • + ESBt ,y. • s` " - SEAL - 030652 T ? • F � y G R I NEED. "� S � March 1,2010 k 0 WARNING - Ven deipe parameter" and MID MOTES OK 08NSAND INCLUDED NIT= =WRENCH P106 Am'7473 in 10 -05 SWORN USE Pwahirenn Design valid for Inc only with MIT S connectors. This design is based only upon parameters shown. and Is for an individual bulking component Applicability of design parorrenters and proper Incorporation of component is responslbllity of bulking designer- not truss designer. Bracing shown Is for laleral support of bd'Mdua1 web members only. Additional temporary bracing to Insure itabllly during construction is the responslbllfty of the erector. Additional permanent bracing of the overall structure Is be responsibility of the bottling designer. For general guidance regarding A M Mate fabrialbn, quality control, storage. delivery. erection and bracing, consul) ANSI/IP11 Outlay C,iado, 050 -89 and 9051 Building Component 919 Soundside Road Safety lnramoean available from Truss Prate Institute, 281 N. Lee Street, Suile 312 Alexandria, VA 2231 4. Edenton, NC 27932 n° >s O 5 9 N • '^ R1 '^ c D 5 t t 5 as 11 E m m m S A � y 1 f 2 D x N r 1 p H I I m )T n5L10 --u, y V op (o5n5PI Z . • Z N (° nyO C� - 5 +00 O SOf - Ea 0a N'° a_ 0>00 D 4 F ° O ° °30 Oa =C <° r N a0 °.o °- - 3'0 �N z w o 3 c m No 3 y 5 0_ -6 Fe- n • O c c (o a or ° o - o - o a° o c±. cx0 0 mo ms ' m O �x ¢ = n aOOmf° mo° ° 3� D OD y P.p 0a g4N ` N O a j a 0 '.d 7-NV„ p - '" 36 0 3n 0 �=,. c = N � ° N O p m 2o�a°'°o�. �o, ° � �P< Z Q o � " QnQ �o� a`� 2 �ry oat O o O 0 aaa0 ' 9 o n ° 0. -0 ] m Er n <D c' aanf �a' 3 ° � _� o �D m ° _ �m'O 0 �x3 � 3 (0 „ 603130 0 3 x N Hb mts�an 2 • 00o n�, c, , y '"� „co N 5 a 3 „ . � c • !oo 2-_,K 0 c 9p-0 Q00 „ Q c o os x a µc w a N a -< ° Q „, to 0 �oZmm v zo al):. TOP CHORD "A 0 0 ` 3 0 0i o- O mA mc-+ � C NN •aa O V N_ m n A n F 1 A 0 ~ r D mT P m Nm�y o (1 I-2 ° 3 t° ain O.. a Hm c O m 1 8 Pa D y o n Cr 7 73 � III ¢ {¢{ m • m v m Yi V 0® 0 0 M R cn ' ° " IM IIBB o. Da) r- r Dp OO oo �Q mn; � a� 110G' o m m° 0 R N rr D Dv A 0 A o (A n x 0 0 w n? 3 it a m' A f o O m J 4 Z a. a co o - TOP CHORD 2 ;O O4 V P fn < W N - O - V P (n - W N - 0 _ N O ' a O< N 7 0 O O 9, ° J - 8 A E O 6 0 ' a ° = o N a g 5--(.7 S° c = N p O N fl 3 d N a a d z C o - a m m _'o °- D ' 9 °o ^.r, n. =Q 'do 303 m = Eta g »n o�< ( < n < m ,o _ SO' ° - F gaj o o -' 2 _ 2, o a v.' r A 9m 'o_o <' > m m f 'p m 3o ( c o Es fQ N Lq P$= a�'m a c a o� 3a P'm5 aFD o s9 % s a° m. 3 m 7'a ° 'n sg gn ° ©0 0 °3 022.3 o ° ^o 3 a 3 a s R a-70 33 m3» m a32. = a O T gN a a NOo a 9Q 0 2 °N N in 3 �° a °a p 9 a . o° -77 °g9 Q a 27-9-93 3 X a 0 O 1 "' o z- < m� 'm o a g .° a -'� o - Boa a ° m'oo o s a°3„ o - 0 = 3 n o °„ _ao_o m'_. 3- 2, d o a g 3 a 6^ a'g - 0 = '2 g = ° m az n'(° N 3'a . a n CD 'mo o - ° 0 „ 2 g '� asm o „ . o ac 22 5'g c M is N g o >a o 2,, r ,?,•1 am o0 30 [Lag : °a n n° a — 2,� ” ° ?Q °a `-o° O ' p n 2 9 c c '< , 3 0 0' ° mg _ °g o' m no o' , a .3 Q n Er s „3„ n a o aN. „3 E' 29; v3 c o 'm a gas Qm g �? 3o a= <m e - o no 7 O m m m ' 3 as o° m .° re oa m o' > „ o Z o o° m a 3 o 0- QC 0 Ft < -. oo ,T, 0 3 a 3 goo c 02 8.m No o 5 . m °a a ° o 00 a V „ m m co 0 - coo. o n o"-'. S„ o- ro 0r Q- "Sr. 50- ° ' o o ° a < ' m 0-r s a 7� • < mo- c a �._ �3 3 oa n. ' o n a 9 00 E 2 p ,< a a „ 0. .3 v o,o a n • a o s oN Q o 7Q -•''' -•''' =o m m < g '” C n n n a . o o o.— ■ os o ° a „ �a 0 a. a � '� _° m' m ' 3g - za 3a oo a° a3 a J ` ° om a o o om a C $° 6 a Q N -- U o _, oa Ur ND ] a : ° g S_ s Fir - 0 -goo • 3 H g. °F on N c o 0 “„ a ° „ -. ° n N - (3 O . c La N a 7' N4 m`n ' rt 0 o ' n ' • a: m°° Q a o(o ' " ° o_3; n m 0 s N a - -o 9 j ry(_ p a j G'ry a N N p a P, °5° a Z S O m 1 ■ M N PREPARED 3/16/10, 13:58:36 INSPECTION TICKETl PAGE 10 Harnett County INSPECTOR: IVR ` DATE 3/17/10 ADDRESS . : 62 BROADLAKE LN SUBDIV:. ANDERSON CREEK CLUB CONTRACTOR S j PHONE :6"t OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010048 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS 5000000.00 PROPOSED USE SFD SEPTIC - EXISTING' • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 3101 01 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 10/13/09 AP Gate code #2240 B113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 B111 01 10/16/09 JH R *BLDG SLAB INSP VRU #: 001837622 10/16/09 AP A814 01 10/16/09 FB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001835376 10/22/09 AP 62 BROADLAKE LN LOT 476 SPRING LAKE 28390 T /S: 10/22/2009 04:30 PM TWARD T /S: 02/18/2010 02:48 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 8111 02 12/18/09 DT R *BLDG SLAB INSP TIME: 17:00 VRU #: 001863406 12/18/09 AP T /S: 12/17/2009 03:12 PM JBROCK PER CUSTOMER JIMMY TOLD HIM TO PUT IT ON 12/18/09 B101 03 1/27/10 BS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876234 2/26/10 AP T /S: 01/26/2010 10:03 AM NTART WILL BE FOR A SMALL FOOTING OF SOME NATURE. FOOTING FOOR POOL PUMP ROOM UNDER DECK ON REAR R427 01 2/19/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001885177 2/19/10 DA 1)Missing nails in floor truss hangers throughout basement &garage.2)Need floor truss layout for first floor.3)Nail all 2ply & 3ply lvls per truss drawings.4)Need structual CONTINUED ONTO NEXT PAGE PREPARED 3/16/10, 13:58:36 INSPECTION TICKET, PAGE 11 Harnett County INSPECTOR: IVR F DATE 3/17/10 ADDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR ! PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS strap where top plate is broke for beams or lvls.5)Misssing 3 studs under stairs.6)Missing 2 2x6 under rear deck in guess bedroom.7)Need engineer letter for notched lvl in rec room.8)Need engineer letter for all interior and exterior load bearing walls for red head anchor bolts.9)Fire caulk water line @ top plate & strap every 32 "in studio.10)Replaceover notched stud on end wall of studio room & nut & washer.11)End wall in rec room missing point load studs.12)Missing jack studs on both sides of photo gallery doorway.13)missing blocking in storage room. 1 14)Fire caulk water line @ top plate in storage room. Stop inspection in basement Ok to side A814 02 2/24/10 FB ADDRESS CONFIRMATION VRU #: 001885160 2/18/10 AP T /S: 02/18/2010 02:50 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 R427 02 2/24/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001886409 2/25/10 DA Basement:1)Nail lvls & strong backs for floor truss & add 2 2x6 @ notched ones in garage.2)Missing red heads @ fire place in rec room.3) 4th floor truss from end front wall putin backwards in storage room.Main Floor:1)Missing nails in floor truss hangers in laundry room.2)His shower missing nail guard on water line @ top plate.3)His master bedroom needs 2 jack studs each end of window header.4)Missing nails in floor truss hangers in upstairs guest bedroom.5)Missing jack stud in guest bedroom calls for 3.6)Add 2 studs each side of window in Her Master bedroom.7)Need 2 jack studs on each side of header @ stairs in foyer.8)Repair to header in entry hall to great room per engineer.9)Add 2 studs to right of fire place. 1 10)Half bath beside stairs needs structual straps @ 3" pipe in top plate.11)Nail guard @ bottom plate on 2" pipe in maids quarters.Attic:1)Plans show 2 straps on each side of valleys in attic.2)Need letter for ceiling in kitchen missing 2 floor truss. 2 R427 03 3/01/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001888318 3/01/10 AP I129 01 3j 7/10 T I 6( R *INSULATION INSPECTION VRU #: 001895364 COMMENTS AND NOTES .+.+....0 . i,. 4V IVY. �. ��•avowYao CFOIGW .rel_Lg1 •• %mcu YI'• • 171/1d . i AIP DEMiLECUSJ ILC fa ns cAMMS cnns+ September 10, 2009 To whom it may concern: The International Code Council Evaluation Service revised the Acceptance Criteria for Polyurethane Foam Plastic Insulation (AC377) with an effective date of July 1, 2009. The revised document included significant changes to the addendums associated with fire testing; The following is a summary of the changes: 1. The six materials identified in flue IRC and the IBC as acceptable prescriptive ignition barriers for attics and crawl spaces remain valid for the foreseeable future, 2. The changed addendum eliminated the use of the Attic and Crawl Space Test commonly identified as the Southwest Research Institute (Swill) 99 -02 Crawl Space Test used to qualify the foam insulation for use in attics and crawl spaces. This inchtded both the original 99-02 test using the haft faced fiberglass baseline and the interim 3 minute/12 minute criteria tests adopted on hme 1, 2008. The use of ESRs using these tests as justification for the spraying of foam in attics and crawl spaces without a prescriptive ignition barrier expire on June 1, 2009 and January 1, 2010 respectively. 3. The Generic Comparative Room Conner test using plywood prescriptive ignition barrier as a baseline is valid until January 1, 2011 for attics. The NFPA 286, UL 1715 and the LJSC 26 -03 test standards are the acceptable criteria for the performance of this test. 4. The SwR199 -02 Crawl Space Test using a prescriptive plywood ignition barrier baseline will continue to be valid for crawl spaces for the foreseeable future. 5. Any testing using the NFPA 286, UL 1715 or UBC 26-3 test standards that passes the 15 minute thermal battier criteria will remain valid for the foreseeable future. Om SE4LECT Oti 500 and Blaxelok TIP" meets the criteria identified in the MC and IBC as an interior finish without a thermal barrio and will remain valid 6. The Modified NFPA 286 Room Corner Test as identified in Appendix X was adopted on lime 3, 2009 and will be the only approved test for the spraying of attics without a prescriptive ignition barrier after January 1, 2011. This test is somewhat similar to the NFPA 286 test used in the Generic Comparative Room Corner test identified above except it will not require a second baseline test to be performed; instead, it will use a time of 4 minutes; 18 seconds as a specific pass/fail point. This time was derived through extensive research using the plywood baseline assembly under various burs regiments. This test further describes specific details on the construction of the test assembly, application of the foam and the placement of the burner unit. It further defines the burner output (40 Kilowatt) for the first 5 minutes of the teat as well as the various data points used to determine the pass/fail point, The most significant requirement of this testis the feet that if a coating or covering is used on any part of the foam, It must be applied at the same thickness to all the exposed foam. At this point in time, we have not tested to the Appendix X criteria end do not know what the requirement for the use of intumescent coatings will be on our foams after the January 1, 201 ldate. 2923 GALLERIA DRIVE ' ARLINGTON, TX 76011 • PHONE: (817) 640 -4900 • FAX: (817)633.2000 Webatte: hop;/ /www.damilecusaeom • &nmi1: loth @dcm+lecusa.com I • I 41• ! LVIV J•TTi I.V. VJCV J 03/,... ,.,.8� „ 96826435 EASTERN IN$ULATION Pggt 02 /16 • If a foam manufecturcr does not comply with the testing as identified above, their BSR will have the noncompliant sections deleted by the ICC -ES. Please review the attached Test protocol Summary for specific dates associated with both test submission and compliance effective dates. Demilec (USA) LLC has completed testing of our SEALECTION 500, Agribalencs and Headok Soy* in accordance with the Generic Comparative Room Corner test identified in item 3 above and are compliant with al► AC 377 criteria until January 1, 2011. All three foams require the use of an intumescent coating on the vertical surfaces only. The foam may be left exposed and the use of the intumescent is not required on the underside of the roof deck or the underside of the floor above a crawl space. A prescriptive ignition barrier is not required. We have provide the testing information to the ICC -ES for updating/revision of our ESRs 1172 and 2600 as well es 1APM0 for the Evaluation Report 0123 and all three will be issued in the very near future. There tends to be much confusion over these changes with many applicators claiming various foams will require coating of all surfaces after this year. This point may be true for some of the foams an the market; however, it is NOT true of Demilec's foams. Anyone desiring additional information on the development of the new AC377 criteria, please contact me via e-mail end I will provide a copy of the Spray Polyurethane Foam Alliance's (SPFA) presentation on the development of the new test criteria as well as a Question and Answer docimtent that resulted from a national viideo/teleconferenco of the presentation. Demilec (USA) LLC has been heavily involved in the SPFA Attic and Crawl Space Committee that developed the test criteria associated with the AC377 revision. In addition to ow financial support of this effort, Mac Sheldon served as the Chairman of the Attic and Crawl Space Committee and has received high accolades fbr his absolutely outstanding leadership of the committee, / Charles Waggoner Product Engineer (817) 879 -8659 I charlesOldemilecusa.com Atch: Test Protocol Summary from SPFA presentation • I 2 If10. 1. LV V J TTI III nv. UJLU 1 • T 03/. i i cuj_u .u, 0> n 96826435 EASTERN INSLLATION PACE 83/18 w► 1 7 � 3 2 2 d fi. 1 is W R iij 1 1 . ! • : ° Vi ff � .. . M 1 °' V • Er Q • a .hl s hij 4 .* nt4 w w O ! ii I i s I I: 1 I ' : I 1 rat tu n 'a s v 0 n W w 1 p II I I ; i X % i ' X X I.X ';$ *I 1 ,,: X 1 1 i ,I.. 1. , 3 1 I . _ � , r r is i i . -E, -E. i P. N . 3 i 1 3, a ', ;4 I 1_ .' 01: fie > a ` g 5 - W IC 2i t I g g I f 2 .. )-• e... g ; g • • ID 2. ..:0.. 2-• .1- ' 04 .: > . r : r' . .: i i r W or g r LI pyma i. I . [V IV p J,'t t I m 9 68Z6435 EASTERN INsJI.ATION I'I U . U.)" P:,;., 04/18 • Date: June, 2008 John Evans Highlights of the New — I cyauene International Code Council Evaluation Service Report ESR -1826 WHAT IS AN ICC .ESR? The evaluation service report is a document issued by the International Code Council (ICC) confirming hat I g cynene meets the intent of the building codes. The ICC evaluation service has verified through third party testing and ongoing quality control procedures that our product is coda compliant. ROW TO USE THE ESR The Icynene ICC -ES report is evidence that we have tested, passed and been approved by the highest code authority. Building code officials are the primary users of this report along with architects, plan reviewers, permit issuers and specification writers. Showing Icynene's ICC -ES report to these groups is both our proof and theirs that Icynene meets the intent of the codes and can be approved with confidence by the above parties. Similar cts not having 1� ing an ICC-ES report have not gone through these testing and quality control procedures and may not comply with the codes: HIGHLIGHTS OF THE ICYNENE ES REPORT Compliance up to and including the most recent building codes: 2006 International Residential Code (IRC), 2006 International Energy Conservation Code, and 2006 International Building Code. !, I flat. I!• LV IV • 99 J II nV VJLV U • �. 6826435 EASTERN I'GLI.ATION PMs 65/18 The ICC -ES report recognizes to 10 inches an a underside of an unvented attic roof 00 on the underside of t he floor over a crawlspace. of the HIGHLIGHTS OF THE !CYNENE ES REPORT cont. Surface Burning Characteristics The International Residential Code, International Building Code and the International Energy Conservation Code all require foam plastics to have a flame spread of less than 75 and a smoke developed of less than 450. Icynenets numbers are QO flame spread and <400 smoke developed, qualifying Icynene as a Class A or Class 1 insulation and permitting us A greater acceptance. • Thermal Resistance . We now have an R-value table on the last page of the report taking the guesswork out of thermal values at a determined thickness. R- ' values are tested at both a 1 inch and 3,5 inches thickness. The number generated at the 3.5 inch thickness is then used to calculate Revalues at all thicknesses, including the final recorded 1 inch value, This prevents manufactures from testing at I inch thick only; which is usually the best result, and can lead people into inaccurately assuming that multiplying the 1 inch R -value number by the number of installed inches will give them and accurate number for the total installed R- value. Mr Peeance When tested to the ASTM E283 air permeance criteria, Icynene is [ .02 L/S/M which qualifies us as an air barrier material. This qualifying air barrier result is a requirement for the unvented attic and crawl space applications. The ICC-ES reports no longer list the actual test number. Intumescent Coatings • Only applicable in the unvented attic and crawl space assemblies. • Underside of roof deck need not be covered. • Underside of floor in a crawl space need not be covered. • Vertical walls in the unvented attic and crawl space that are sprayed at less than 3.5 inches need not be covered. • Vertical walls in unvented attic and crawl space assemblies that are sprayed greater than 3.5 inches need to be covered with either Aldocoat 757 or SafecoatTM Latex coating. • Pirefree 88; if used, needs to cover all sprayed surfaces in the unvented attic or crawl space assembly. • Firefree 88 is approved as a vapor barrier. 63 / :'�:.�•.. cv v -'•" 96826435 EASTERN IN SULATION PHIL 86/18 HIGHLIGHTS OF THE ICYNENE ES REPORT cont. �[adh AtticQ f assembly where the floor f the attic used s insulated, up to 10 inches thick. attic Sill Plate/Rim Joist Icynene can be installed in the cavities created by the sill plate, floor framing and rim joists to a maidrnum of 3.5 inches without a'thermal barrier. Fire Rated Wall Assemblies Icynene has 2 fire rated wall systems approved as 1 hour rated partition wall assemblies. Please see the ES report for details; Floor Assembly Icynene has a 1 hour fire rated floor /ceiling assembly, please see ES report for details. • IMPORTANT - NOTE Due to the extensive fire testing on our product our ICC -ES report does not contain the restriction of "no beat emitting appliances" in our approved unvented attic or crawlspace,assemblies. This is important because "no heat emitting appliances" can include furnaces, air conditioners and water heaters. Many foams with an ICC- ES evaluation report have this "no heat emitting appliances" restriction in their ES' reports under unvented attic assemblies and crawlspaces. Older building codes are also Iisted in the ES report including the 20031RC, IBC and I,ECC, as well as the 1999 BOCA, SEC and L1BC. This means whatever code a state uses, Icynene complies. U.S/Ica 1. 11. CV 1 v8 J. rti .y EASTERN I$SLLATION " v " P 1 t ' 07/18 • --� ESR -1$26 REPORTT" Issued May 1, 2008 Mist report is subject to re tremMatbn hi one year. ICC Evalustlen Service, Inc. I arawinsipronee ma too Viteinto ma Pad, wee come t• wai masa wwwJec-s415 f f n Ora CVOs • 45 1 wag Ryan= -- croweryCue Ile tar woe • frannocies DMSIQ* 07 THERMAL AND MOISTURE PROMOTION ahalf Ms of aloe months. Gold Bean must be stored at Section: 07210—Bultding Insuattten temperatures Wow 100'F carp. and has a shank of err months. REPORT HOLDER: 3.2Stafaes Burning claeaatei1et$osl ICYNENE, NC. Winn Sealed In taccarderae nth ASTM B 84, err a thidawesof 8747 CAMPOBm,W ROAD 5,5 moles (140 nwn) and a nominal dsrrraly of 0.5 pet (8 MtS$ISSAUt'lA, ONTARIO Le l21.7 legrm'1, the laynena imulfon Sphere hao a Bents spread CANADA Index of 25 or bee and a snakodeveloped Ptdsx of450 or (800)1'88 -7320 lass. • • 3.OTMrmelReelstance: • • EVAWATION SUBJECT: Cyrano I values) h , Jv) sue( . ICYNENE INSULATION SYSTEM' Teble 1. 1.0 EVALUATION SCOPE MAO Pannss6810r 8asedonateen°Ina000rdencewehAWN EMIR the keens Centplbrne web the Bourhp codex Incuia0on System N considered sibirroorneable. • e 2008 biWnedenel Brdplrp Codes (IBC) 3.5Inbaeeeosnt Coatings: . 2008 btemenal Reeldendal Cods'(IRC) 08.1Pk me alt FireFree 89 le a antenbesed rbgtlemoetd • Z0081naemaeona 182er(p CararvsErwtGbd�(IECC� a emanufactuedbbyylydsmaeorwlFreRe .centSmerns, inc. TheFra° 883 appBed h 5.gSbn (19 L) braless sin hes e Otltsr Codes (sae Section AA) a shelf Ofs of one year when stored In a Bled • centedner PmPerees evaluated: st tempoutun a batmen 26'F (1.7'C) and MIT •Seabee bunting ahaneatabmca 31tssriCoaaLataaSafbCaattatm Pie Relanl _ seep e Physical properties Is a Isox.Ssud Intumescent costing manufactured by Magna rT f �) Coatings Technology Inn StfeCoat Late: is suppled in 1- JJ galon (3,8 t), 5-gelbn (19 L) and 5Ogaean (189 f4 quantities O tto and ore* space rte elation and has s she" lib of 24 months when stoned In a factoy- ■t'ke rasistdntt7a eale sd contains etSempermbees above 501(10°C) . epb 3,ASNdoeoat7f:ANewet787 irdumesaentigrduen banter Mating Isawamrbwadsrylkco.& maadIAuredbyAkb 20 USES Pmdu de Company, Inc. Ald000nt 757 Is suppled In Sgabon The Icynere trsnilstbn 8ytterrt is used m MSS themtd (19 L) pfd ad 55 1e iou (208 L) deans end has a shelf fib steam le bdidMge sad to seal Nees Nee as Puree, end tentperetures months w s stored U a C) a rd 90 F j r n) et ttddng penettarMs; against air IntlEatlon, b Type V between 40•R (4B'C) and 9D'F (32'C) oonetludtan (IBC) and dwNags under the IRC. The Wynne' 40 DESIGtN AND BISTALLAini . • Insulation System may be teed M faa4/idere rated 4 penman • constructer Won OampadM accordance Wet 8edbn45 The manubclw 's published inslatabon instn abOMandNs u DESCRIPTION mod moat be elegy adbaed to and a copy of One ' 3.1Geetetret MtlruSBone end Pis evahaOonreportmtstbeatatbabbonthe )(abide ffi a0 tines during retaliation. The h7yn Ina da5on System* is a lowdensby. opor cal, 42 APPBeaNOrC Miute foam plats Inadatlort end et barrier tea ro Oat Is 100 percent *tenter velh at staled nominal The loynare Insulation Systeat must be spirted Using spray denser el 0.5 pd (e kgM4 The kament Insulation Spasm' equipment specified by loymme. Inc. The Itynene Insulation N a etnDmnpweere. spray4ppped product The two Rater n' must not be used In areas which have a mailman . oahponenb of the krsuhdon are Base Seal', a sands, temperature treater than 180' F (8Y C). The loam pthilsocynnete, and Gold Sear, s redn. Bea Sae, must be abet must not be used M Msotdwl outlet apmo0on boxes stead at a temperabae of 50°F (10'C) orgreater, and urea a or In oaubd nth rein or Mkt, and must be proSeded from 1 REPORre- ay Ma be canted organ aareaw s ap4Sa- ire.er etrMta8, •en ayafte amnxda is eda..a.+vownblatiee pronsferimfiettnenThetennonwps434CanoladendotanicOrwartnits4 anfrerOlikt ANSI itSawn fie Mart v e b'm'p•d•mI•d try der ;can "siisiums Pepe 1 aft 03/' °: `Y. "L: " LNI Ye,''6826435 EASTERN INSLLATI ' UJ` PA 08/18 j Page 2 of4 ES W1826 the saes during and after applicators Where the tynene daubed in Section 4.4.1. The h urnesosnt matigs must be Inesradon SysBee IS used es an airampenneable Ina , installed in a000tdnno• with the mating meerrfedtuest such as inunvendhted MSc spates regulated by61Cileceon. pubusthedlntlalalonhhahudtcna . Mongol 757 coatngmust 8808, the Insulation melba inatanedat • minimum thblmeat • be epray4pplied ate rate of 1 Won per 100 f1' (0.00025 of3. 5Inches (88mm). The lopes* hnYlanonSyste s Len'). Siefecoet tale[ meat be eproy4yAed at a use or 1 Installed in one peas to the mmdmum thin/mess. Where ga0on per 80 fP (0.00331 LAm'). Sae Fgtme 1. Multiple passel ma• required. the Dune time between passers 4.4,2A Aar * N 386: The byname Insulation b is negBplbf•, The Igmene Insulation Sys n` must only be " to the tmdemlde of the tnoo b•baeen rafters In applied I*Sil by Qaenaed dealers, 0at61ed by Icynene Inc, ice. Install the Wynn Insulation $ybm■. eta and to the hrhdttreidt of the Goof dark between floor 10 inches 43Menne, Banter: (254 mm , and to verbal Wall Wall surfaces to a maCri n The Wiens Insulation S stet a must be separated from tlr thickness of 6lrhdfas (152 mm} The insular Is covered wth Stabs of the baling byan approved thermal barrier, each at Firer" 88, embed in SsoSn Ill: The bhbnnescsrn 'l4imh (12.7 Iw o ammo wallboard messes Wing Ming must be Installed h accordance with the coating_ � tit` S - mea barn in aommana c es swabs, Dade, mantdaolunet'e publehed Islalsibn Instructions, aFree • or en equivalent 16.mbuie thermal bmhrecmplylrg with the coaling must be applied at a rate of 1 gallon per 100 Y. See epPatable coda Wien i statbton Is obits, an attic or asWl nun' 1- apace as deaated In San 4A. a thermal barrier Is not 4A.26Aseembly No. 4i The layeene bsirlaton Symon is regtdre• betmsn the loan ,S and the d b. a art& applied to the top efts l g. debase jobb in adobe& °Pace. to e mttdmum Wren of 6 Erdies(152 nun). be Flpute 1. • 4.4 Attica and Crawl Spaces: 44 Onwho rr Firmest lancM•bd Msamblies: 4A.1Applftatonwith a P ignition (Wier: Wien 444 Aswnby1(UnIl d L.oadabeOMg Wood Stud Wan: t Scynetre bwnatlon sya installed *Albin at or Mb tnhrn nontlrodly 24by:411 l by 3'! inches (38 mm by eg asset spaces where array is made *be seMbe of dills s, ran)) ecuUmanr pine (13 e Oa, No. 2 grade studs spaced 18 sun (gMwi banter cost be SSW In aomrdarhee with IBC ' Irches (406'mm) an cenb►wfDI 1 brie byes ef'/ dtnc n as eiW 4Tho W Ig Wrenn baftler be Wl l R3145.4, (122 'J obrlg b basal Imaged horizontally e the attached • req%drobbb b' be type ef mneguadon requhad by be wt 8d box a 2 Ikdmes (51 we long and spaced 24 app0oeble coda and mud he hhAAS In a farnnerso that the Inds] (810 min) on center Grp be soda, and a second tam plaerc emulation is not &Dosed Theft:plena xxn0ation' byar of %r+noh-thidt (16.9 mm) Type X bean outboard Syetrt° may to helel ed in uhvented Mc* In accedence t vernally on tech bee, aftnalled wen ad bar nits S RC Sector 11806.4. 24 Vas (84 con) long and spaced 7 itches On nun) on • c 4:1.2ApplkaUon •itlrouta Praeafpgw Ignition bard= genii. atom the etude. The thud avlly cant 'crime ' tAMelo the Ioynene insuli Sytem° b indeed in en ado In ufa n hembn hi 2I ndies (31 mm) thkdc or taw spas ratio a presatp?a Ignpbn- panics, h 4St 4 AxWD• aipn: Ahdelbadaepp0edlothewallafs •mtly a+ccomda with 3ec6oa>s 4 -421 ttltthuplt 4. 4.25 the must h• I b the inrast oFthe (aeceMiO: Moab; conditions apply ■ t pounds ( per Nut ' • 1. Fumy to the aids or orewl gone Is only for the Dente of a Desb;ntees of an F's u&Nliec. a Them are no Irieroenneeledalts hairnet areas. • Designsanhit0 .78F.atamadrumn 8. Ali In the stun or g space is not 0 ambbd to other Pads d is building. 4.6.2Assembyr2 (Wad LaadbaringWoodbud Web in rh1mum nominally Uy4 (1% by 3% brohat (38 nen by M mm)) aouQsm pie (lo ° 0.55), Na 2 grade Nub spaced 16 4, Combustion afr Is provided in eocadanee with Section thetas (406 - mm) on canter with two ley en d 1 l dnch -Oik c 701.4.2 of the brsmeeluuf 6pschanimf t odD (127 nun) Type X gypar seaboard instated vertically sit . 4.4.21 A ssem bl y No. 1 : The Igmerhehtehtbdon system* is joo 264mm face, 7 rum r nols,2' apron b the urubrside of the solid roof sheathIng between on ) Witt in oleosand teats underside of the Thor dads teener ' We stub for the tea teyurene Sd aermit mated but floo r }olds ewf ors epsa m a m �a�nn��hhm of 10 nom 2Ihdhes (51 mm) long and babe/ 24 mares (610 moon) inches (264 mm). The insurathn b not - bd on verned an tenser along tie lards. The stud nutty contains byname . surliest be Figure 1. boa lion nominally 2 inches (51 mm) fit& 4A.22Asambiy No.: The leynene lrhtulafl Ilysyme la 42.1 Arisl Deign: Abb but nnn0edto the we MSW ttly tapered b the underside of the roof dads between rafters h must be lad i4 the least of the following: edict, and b the underside of the loth dedi between floor ■ 1,805 pounds (8029 N) person). Job oversews spates, to a marinsrn thickness &Winches • Design tine•of0.78P (254 non), and to venal wan steams t0 • maximum ttidosee of 3'/ inches (89 mm), 8e0 Florae 1. • Design oboes of 0.78 P. at ■ mere unh 4/0 at 33. 4.4.2.3Assanbhr No.34: The Wiens msulaton Systemels 4.63AtseIr *3 (Floonte66gi: WBnlntin Weir? y 2-by- applied to the underside of the roof deck beasts Its In 1011'6 by 9% inches (38 mm by 245 mm)) Ddugles Ar, No. 2 ehos and to the underside of the tor deck batmen Boor trade woodply spaced 24 inches (510 ran) on ratter. •At h Otitis over Pant apnoea, to a nm ien& thigmessof 10 inches minimum t-by 3 Pi by 2'/ hakes (19.1 by 134 mm)] spruce (254 Icons and 1b venal wall surfaces to e maximum bridging ilmIthapan. Roor decking snu tbembtrrs&'44ch- tdd0messof6inalres(152 The. - 0, _. . ,,'- trick( 12. 7mm) We, igm ordepIywoodInstalbdperpendicular wan w aiirteee is wend , r 1' "�""'"' ;;.„ m joists and faster s& wWi 2.ich-lo g (51 mm) ring sherd dabbed In GeW - - ^ en a-5, or a • -:r - . a - reds B inches (182 nom) on candor at is Joltb end 12 belles . 1 I11dr. II. /u Iu ) ;ffIH l 14 1). U)LU F. IV 03/11 /Lola 17:07 7196826435 EASTERN INSLLATION PAIL 29/18 Page S ad nova • (305 nisi) on an* at the intemiedlara Ads. Nave join% CO EVIDENCE BIJBMIiTED . , muat occur 'varlet*. *name ahstit5an most be applied to Al Date in succulence wit the ICC-ES Acceptance Marls • Ste underside of the Plywood deck between the Johns to a Foam Pia ale Insulation (AC277) dated , depth of 5 Inches (127 mm), The byes of rrdnimum'i tech- fr Swa v � thick (15.9 mm). Typo X gypsum wallboard must be attached • pefeendleuhrto testa* an the cane Bid/Joffe aasenibly. 6.2 Test report on air leakage rate in aaoonanee with ASTM The fist layer must be attached tot 1n /rlrch4ong (32 men), E 283. The W thrall scams ed mooed 24 Inches (610 man) an 82Campandive crawl apace and meted analyst to I')ket 24ISies(010un)frvr the �and&RS )slob, cloth 24 Inches (610 reran) from side base layer. The �' ward iayermkstbe attached with2lMi•bnp (51 mm), Type 64ted win in acookd oat van Arm E 119. S d (305 mm) on center. Add ffastenem spaced be WAS along to tuft JSIMs of 7• ID KTWICATION • the abound Ieyec eeauri g the two hyoids tote* These Ali bedew and oreainenaofthetitynertelneuteton8yetem Stems nu* be 1 i heed -brig (se nr111, Type S dryasA terdbetebnied we the telrrkarke, Int, name and addrescthe acmes placed 2 ides (51 mat baulk torn each end of the mac newt tM Isnti U i end ire smoke belt jair t end aoGMd 12 IS" (305 nen) tie center. The developed India the ci eif tte agitation lab on'data Vie el MIS Jekee on the cetpOae( Se meet be beet° all Inspection agency (IMerfek Tasting Services); . and ,tfe • . paper tape embedded In Joss compound and lopped tvth an muumuu report number (ESR .1825), • added coat of compound, and the fastener heads mist be • coated with Joint compound hi aopordanee with AST° C 840 8.0 OTHER CODES or(iA -218. 9,1 Scope: eA CONDITIONS OF USE . • The products recognized ki Ode report have also been ' , • The loynene Insulation System deserted In this report meet* etsd for oonlpMance wit the felloefg =lea compiles with, er be suttee Snaffle butte Is specified a2pp2 intevnatimes Bacons Lode (2003 IBC) In, those coded Ned in Sateen 1.0 of this taped, sublet to the Ihfoskng mn�i ens: w 2003 Intimation& Reeldeneei Codes (2003 MC) 04 This evawetan report and Bit mettemtwers published m2003 ifeellsdb hli Ei yyeetnee'u iianO de12003 InsvrBonilrbl0dolnwhen *edbyteaadeoifioial now mo 1 must be autatited at the the of dt eem application. (B► • 82 The 'some' 6taeaB m Syeker masr be hissed ie •1999 Sanded Butting Cc& (SBC) tact ancs'mm to minutobrisre published htstellsfice ■1997 LAalbem meg Co de^' (UBC) men :do t thlesvaluationtelponandtheapp5mlbbpode, C them b a ce between the irSla8ston MsOuoBons I2 SS Misreport, this report gavrr e. See Seaton 2.0. ttSThe forme Insulefam Syusme nest be separated from ea De asdee: the Mortar of dhs butting by an approved 15.mhxlo • thermal banter. Wien inallaticn is In alike and mewl See Scone 3 31 • spaces in accordance se Badloh 44, a tanned barrier to fwfahflonn • le not natured on the attlo or vac apace face of Ire boulaeoh. . 8.4.1 General: See Section 4.1, 84The Igmene Irsufston Bystsnie must not exceed the 6.42Aeplbatlonl See Section 42 a delay end deutahy rioted In Section 32 of this repot, ' g,4,.The,meI Bander. The iereee insulation meet eXeepi ea pemltllad for secs end mata spas as • desmthad in SecBVU 44, . t ennal benier�sidles 0 1 (12.7 bulked gypsum webbed 6,6 The Igmwie Irolllatoh. Systatert mint be protected iron Instated using machardcal fasteners In accordance web Bus the weather durhtg and after aapfmBon. applisble code. or an epdvabrit 15mItiuts thane battler • 8.6 The event Insulation Spare toed be applied by implying with the epptoabte cads, except where installeton instail,' eerbled by Iktiriate, bit b WBhhn en ate or vane apace as described in Sefton t44 6.7 Uee efMa bonne Inseam Syrresn In wen Mem the t4.6 Attics end Crawl Spew: Pmbablty of termite infestation is very heavy' most be in 'AAA Appllmatiar with a prescriptive Ignlgen Banden accordance with IRC Sedlon 8320.5 or 190 Sodom men ere kynene metuaton wetted Eismped wgBhhi sacs 2003.8, as applicable. or as spaces More entry is made only for service of • 89 The topers Inedelon Spaniels treed to institution In oaks an hydwonbanlrmuseteinssedb anetedanessph ,, combuslbla oonahudbn. 2003 IBC Section 2503.4.1,6, 2003 iRO Section 8314.23. 69 Ike rerttiwylyprh end ist:eBrig d the htsulatat treat BNBC Bastion 2803.4,1.4, SSC Section 2801.8.1.6, and UBC comply with IRC Sedana N1101.4 and N1101.4.1 and een m t as naue wt : The t ton banner must be IECC Sections 1021.1 and 1021.E 1, as spplatie. o rev � me m en Bee must b o midden i a o remWre by Ste apps coda and must be 0istated is a 610 A vapor retarder must be Inebalsd In acmr ierme Wth manner a0 that the form plastic Irsdatisn 's not exposed. the appAoaWe code. 8.442 Appncationvetheut a Preaorlptiva Ignition Earthet ' 611 The icjnene Insulator Syateme Is manufactured in See Be*n 442, except Batt cahbustlon air nmt be AB age, Orhtefs, Canada. under a quality control prodded insaxitenoe wit Section703 cite 1999 Strederd Program veal vahpecioris by Inferlak Teeing Services alter Carat° ad Seetlein 701 and 703.1 of the 1997 (AA- 691), !harm AAlchen sf Code, a applicable. . 1. i/. [v 1 vu J.•1 /I irouuLUt.JJ C.flO' CJ111fatiH ILUI\ \u• uJ Lu rf • 1 1/m1O • Page 4of4 (0(14828 8,4,8Onehour Finweslatenetwallod Assemblies: See B.5.2 In (tslediedons Adopting the BBC, v of the Icynene SactIon 4.5. JngAsBon System• In visas where the probability of termite • 8 5 CotdRloi of Urx t on is 'vary heavy' mat be In sooaden a with SBC r Sellmt 2304.1.4. The loynans insulator' System dossfo.A In the teIon BA Godwin $ubmlped; compass x98, or M a salable aSentaave't0 what is specified • in, those codas tad In Sealy: 8.0 of his report, subject 10 Ses Satoh 8.0. the Mooing commons 8.7Identification: test Sea Condleons of Use 8.1 through 5.8, 5.8.5.10 and See 9aatlon 7,0. 5.12 • TAaE 1— 'InesAL R80MTJIMcE (RVALUES) TMIGOIESa Mahon 1 ' lemmas rhiitL ato • • ASNM C 818 Tested Vase 1 2.7 18 Cek ea mated Weakest . . 2 7 • 3 11 4 14 • 5 18 • 5.5 20 22 7 25 • 75 27 8 29 32 e 8.5 34 • 10 36 Far St1 ran •284mm ivlsla8.170110 'Oalalated Rwaluee am based on Seated K valves M a ts41•h tledmeaa • • • • • • 03 /li iLL. 'LS3.�'' 295826435 EASTERN INSULATION IV U)11) PA ='i 1 /18 SPF (sprayed foam Insulation) Out Performs Fiberglass in Attic Insulation Performance Tests at Oak Ridge National Laboratories: For years SPF contractors have been frustrated by prescriptive budding code requirements that mandated extremely high R- values In attics, particularly in cold climates. For example In Wisconsin, R- values of 49 are prescribed in attics. In order to provide more realistic evaluations of insulation systems, Oak Ridge National Laboratories developed a large scale, attic climate simulator that could provide data on how etfidently insulation systems rated R- values matched up to more real life performance. In July 2005, SPFA contracted with R &D Services to test Iow density SPF as well as 2Ib density SPF In the attic thermal performance climate simulator at the Oak Ridge National Laboratories. The SPF assemblies were compared to a typical blown -in fiberglass insulation attic application. All three attic insulation systems were tested for both Winter and Summer Conditions. The thermal test section has dimensions 8x8 R. and area of 64 ft'. Loose-fill fiberglass applied in attic (depth 14 in.) Low - density foam applied between floor rafters on the underside of the roof deck (depth 5.5 M.) Medium (2. b) density barn applied between the rafters on the underside of the roof deck (depth 4.0 in.) Results: The test results demonsbate that both low density and medium (2 Ib) density SPF installed to the underside of the roof deck in attic assemblies maintain a much higher effective R -vacua at both low and high temperatures than the fiberglass insulation system. The SPF systems maintained 7434 and 83% respectively of reported Ft-value at Iow outside temperatures compared to 48% for 0* fiberglass assembly, and 61% and 67% of reported R -value at high outside temperature compared to 51% for the fiberglass assembly. (Table 1) Attic temperatures of Iow density and medium density SPF assemblies averaged 77 to 78 degrees F at high outside temperature and 60 — 61 degrees F at low outside temperature, compared to an average of 107 degrees at high outside temperature and 7 degrees at low outside temperature for the fiberglass assembly. Table 1— Comcarison of Tested R- Values and Labeled R- Vaktes Attic Thermal Testing at Oakridoe National Laboratory . I nsulation Test Insulation Labeled R• Tested R•value X Number Temperature , (c1363) Labeled BbwnFlber6lass +a 38.01 Os +7.7 47 0 ItIndres MW gyp) 38.03 17.7 47 flow temp) K 51.75 29.0 7e (in k • temp) IYld f. II• LU IV ]: 40 fIYl NU. VJLU I. IJ B3/.,. «.� •..0� „ 96826435 EASTERN INSULATION PM= 12/18 id 88.97 20.2 53 61.101 temp) ! Lew Mosby SPF 2a 3241 19.8 14.7 74 .94 inches (tow temp) 2b 3 14 +7 74 (law temp 2c 4 13.6 69 (uvg low temp) 26 93.00 raar 61 Nab temp) Medium Density SPf 3a 32.89 27 2.2.8 84 a 4.o Indies (low temp) 3b 33. 222 83 (low temp) 3c 46.79 19.8 73 (ova temp) NO temp) 93- 181 67 Table 2 -- Attic Air Te InORNL isc,_ s nt Attic air temperatures were recorded for each of the 12 measurements at Locations six Inches below the peak of the attic and t2 Inches below the peak of the attic. This was done using thermocouples suspended In the attic air space. The temperatures are In ° F. Test No. Interior Temp. 6-Inches 12- inches Exterlor Temp from peak from peak _ 1a 69.99 7.75 7.75 0.20 1b 69.98 7.54 - 7.44 0.09 lc 6996 32.73 92.72 30.12 (fiberglass at anR311 rating) rd 70.06 108.14 1 07,75 109.9? as 70.oa 60,31 60.42 021 2b 70.01 6 043 60.47 0.00 IC 69.99 64.04 6418 30,15 (low density foam at 5.5 inches thickness) ad 70.03 78,28 77.78 109.87 33 70.03 61.39 61.45 0.10 3b 70 .02 61.44 _ 61.56 _ 0.23 3c 70.01 64.80 64.90 29.99 1 3d 69.97 77.10 7 109.95 This statistic is important for buildings that have ducts and HVAC units in attics. I The high and low attic temperahnes require much more energy to heat & cool and contribute to wider temperature ranges between levels of the building. (Table 2) i I I I 03 / °: ` iu:� 8 � '''01 i 96826435 EASTERIJ INSU_ATION nu. U"v P 1 1 3/18 N d Co CO _ Le CO n aC . C C L LO C .Q. . ' --: • ,a) ts" s c , . .C . Ct. CL al E . • • .t RS o 0 © © % vi g •E . . H.. 0 ft 13 'CV CSI C 0 P ! r E. 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O, R� go + 0 n ////��oono w, t / 4 ., , 0 a .0 c . c i in ° I . ° I >6 2 . e z • • • •• • tai ( • • g . s:414, PREPARED 7/23/10, 14:14:51 INSPECTION TICKET PAGE 6 Harneth County INSPECTOR: IVR DATE 7/26/10 ADDRESS 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 08/10/2009 09:02 AM JBROCK - - -- ANDERSON CREEK LOT 475 27 TO NURSERY RD GO 4 MILES LEFT ON MICAHS WAY (CONSTR ENT) LEFT ON PINEY PODND LEFT ON MICAHS WAY LEFT INTO BROADLAKE LAND NOTES : LXMN 8/17/09 deleted 01053510010048 lot #476 and combined with this one tj LXMN 12/10/04 SPLIT FROM 0105350100 STRUCTURE: 000 000 67.58X128.85 SBDR BASEMENT &GARAGE DECK FLOOD ZONE - FLOOD ZONE X # BEDROOMS • 5000000.00 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 9/28/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001827580 9/28/09 DA Waiting on engineer letter for stump holes & bac soil in bottom of footing T -pole passed B101 02 9/29/09 DT R *BLDG FOOTING / TEMP SVC POLE VRU #: 001828375 9/29/09 AP B103 01 10/05/09 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001831325 10/05/09 AP VOICE MESSAGE LEFT P309 01 10/13/09 JH R *PLUMB UNDER SLAB VRU #: 001835385 10/13/09 AP Gate code #2240 B113 01 10/13/09 JH R *BLDG WATER /DAMP PROOFING TIME: 17:00 VRU #: 001835537 10/13/09 AP T /S: 10/12/2009 12:02 PM NTART Gate code # 2240 B111 01 10/16/09 JH R *BLDG SLAB INSP VRU #: 001837622 10/16/09 AP A814 01 10/16/09 FB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001835376 10/22/09 AP 62 BROADLAKE LN LOT 476 S2P 4G LAKE 28390 T /S: 10/22/2009 04:30 PM TWARD T /S: 02/18/2010 02:48 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 3111 02 12/18/09 DT R *BLDG SLAB INSP TIME: 17:00 VRU #: 001863406 12/18/09 AP T /S: 12/17/2009 03:12 PM JBROCK PER CUSTOMER JIMMY TOLD HIM TO PUT IT ON 12/18/09 B101 03 1/27/10 BS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876234 2/26/10 AP T /S: 01/26/2010 10:03 AM NTART WILL BE FOR A SMALL FOOTING OF SOME NATURE. FOOTING FOOR POOL PUMP ROOM UNDER DECK ON REAR R427 01 2/19/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001885177 2/19/10 DA 1)Missing nails in floor truss hangers throughout basement &garage.2)Need floor truss layout for first floor.3)Nail all 2ply & 3ply lvls per truss drawings.4)Need structual CONTINUED ONTO NEXT PAGE PREPARED 7/23/10, 14:14:51 INSPECTION TICKET PAGE 7 Harnett County INSPECTOR: IVR DATE 7/26/10 AthDRESS . : 62 BROADLAKE LN SUBDIV: ANDERSON CREEK CLUB CONTRACTOR : PHONE : OWNER . . : LEVINSON DAVID PHONE : (910) 893 -5540 PARCEL . . : 01- 0535 -10- -0100- -47- APPL NUMBER: 09- 50022617 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS strap where top plate is broke for beams or lvls.5)Misssing 3 studs under stairs.6)Missing 2 2x6 under rear deck in guess bedroom.7)Need engineer letter for notched lvl in rec room.8)Need engineer letter for all interior and exterior load bearing walls for red head anchor bolts.9)Fire caulk water line @ top plate & strap every 32 "in studio.10)Replaceover notched stud on end wall of studio room & nut & washer.11)End wall in rec room missing point load studs.12)Missing jack studs on both sides of photo gallery doorway.13)missing blocking in storage room. 1 14)Fire caulk water line @ top plate in storage room. Stop inspection in basement Ok to side A814 02 2/24/10 FE ADDRESS CONFIRMATION VRU #: 001885160 2/18/10 AP T /S: 02/18/2010 02:50 PM FBURGESS 62 BROADLAKE LN SPRING LAKE, NC 28390 LOT 475 R427 02 2/24/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001886409 2/25/10 DA Basement:1)Nail lvls & strong backs for floor truss & add 2 2x6 @ notched ones in garage.2)Missing red heads @ fire place in rec room.3) 4th floor truss from end front wall putin backwards in storage room.Main Floor:1)Missing nails in floor truss hangers in laundry room.2)His shower missing nail guard on water line @ top plate.3)His master bedroom needs 2 jack studs each end of window header.4)Missing nails in floor truss hangers in upstairs guest bedroom.5)Missing jack stud in guest bedroom calls for 3.6)Add 2 studs each side of window in Her Master bedroom.7)Need 2 jack studs on each side of header @ stairs in foyer.8)Repair to header in entry hall to great room per engineer.9)Add 2 studs to right of fire place. 1 10)Half bath beside stairs needs structual straps @ 3" pipe in top plate.11)Nail guard @ bottom plate on 2" pipe in maids quarters.Attic:1)Plans show 2 straps on each side of valleys in attic.2)Need letter for ceiling in kitchen missing 2 floor truss. 2 R427 03 3/01/10 JH FOUR TRADE ROUGH IN >2500 VRU #: 001888318 3/01/10 AP I129 01 3/17/10 I R *INSULATION INSPECTION VRU #: 001895364 3 /7 -10 R431 01 7/26/10 FOUR TRADE FINAL >2500 VRU #: 001959198 7-X4D y c VOICE MESSAGE LEFT COMMENTS AND NOTES it • • 4., -:;;,;;. 41 - ;..,.,, ,;.: .,: )0,. .., k ' ,I,. sh, . i )4 .fit . 'i % e 4, . • 4, '' ezi e % e h, 44, Ai& A& A& 44 A& 4,(4)4. Atha 444„. 4,04k i4A, 44, i , • , County of Harnett , Building inspections Department - , '' .• r .. ' , . . 4 ,. ; Planning Services - -,-,, s - . ,:.' .. .; . . .:., ‘/M, . • Centificate'Of Coimplianteet" .. Occupancy: V.• - k Certificate issued pursuant to the requirements of North Carolina General Statute I 53A-363 and Harnett County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the ,).0 t■ a various ordinances of the coyn5.of Harnett and the North Carolina State Building Codes. For the following: Use Classification: , )140 Permit Numbers Name:12o tr, ti tpui n 5o1\ Building: Electrical: ‘...9 Y ... • it Address: faae2a___ Insulation: c- Plumbing: i ls Mechanical: r ) , MFG Home: Date: - 2-) 7 /Q Building Official: pi / , We' 114 1‘ I, rjr7.7 i . I , . _ iiii•__ 1, t: le )t if. .7f. \ti,,, , ..,,:,t, v.:4i 4.:, ...,4,,„ c4..:::, ; ,