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INSPECTIONS PREPARED 1/14/10, 13:58:51 INSPECTION TICKET PAGE 43 Harnett :County INSPECTOR: IVR DATE 1/15/10 ADDRESS . : 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND • PHONE : (910) 481 -0503 OWNER . . ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD), DIRECTIONS : T /S:. 12/18/2009 11:21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT THEN TAKE THE ` NEXT LEFT LOT 658. STRUCTURE: 000 000 54X40 3BDR CRAWL W/ GARAGE FLOOD ZONE FLOOD ZONE X # BEDROOMS - 3000000.00 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 1/14/10 R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 IY ) T /S: 01/14/2010 12:43 PM NTART COMMENTS AND NOTES PREPARED 2/03/10, 13:58:02 INSPECTION TICKET PAGE 28 Harnett County INSPECTOR: IVR DATE 2/04/10 ADDRESS . : 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER - . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 12/18/2009 11;21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT. THEN TAKE THE NEXT LEFT LOT 658 STRUCTURE: 000 000 54X40 3BDR CRAWL W/ G FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 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 1/14/10 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 DA T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 1/15/10 AP -T /S: 01/14/2010 12:43 PM NTART A814 01 1/22/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001872414 1/22/10 .AP 216 heather brook cir lot 658 spring lake 28390 T /S: 01/22/2010 02:27 PM TWARD B103 01 2/04/10 TI R *BLDG FOUND & TEMP SVC POLE VRU #: 001879300 • COMMENTS AND NOTES • • PREPARED 2/08/10, 13:59:45 INSPECTION TICKET PAGE 25 Harnett .County INSPECTOR: IVR DATE 2/09/10 ADDRESS . : 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 12/18/2009 11:21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT THEN TAKE THE NEXT LEFT LOT 658 STRUCTURE: 000 000 54X40 3BDR CRAWL W/ GARAGE FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE - SFD SEPTIC - EXISTING' • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 8101 01 1/14/10 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 DA T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 1/15/10 AP T /S: 01/14/2010 12:43 PM NTART A814 01 1/22/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001872414 1/22/10 AP 216 heather brook cir lot 658 spring lake 28390 T /S: 01/22/2010 02:27 PM TWARD B103 01 2/04/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001879300 2/04/10 AP B105 01 2/09/10 TI R *OPEN FLOOR VRU #: 001880502 COMMENTS AND NOTES • PREPARED 3/08/10, 13:58:54 • INSPECTION TICKET PAGE . 35 Harnett County INSPECTOR: IVR DATE 3/09/10 ADDRESS . 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 12/18/2009 11:21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT THEN TAKE THE NEXT LEFT LOT 658 STRUCTURE: 000 000 54X40 3BDR CRAWL W/ GARAGE FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 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 1/14/10 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 DA T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 1/15/10 AP T /S: 01/14/2010 12:43 PM NTART A814 01 1/22/10 TW - ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001872414 1/22/10 AP 216 heather brook cir lot 658 spring lake 28390 T /S: 01/22/2010 02:27 PM TWARD B103 01 2/04/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001879300 2/04/10 AP B105 01 2/09/10 DT R *OPEN FLOOR VRU #: 001880502 2/09/10 AP R427 01 3/09/10 TI FOUR TRADE ROUGH IN >2500 VRU #: 001892269 R(' //° ) )ft COMMENTS AND NOTES PREPARED 3/17/10, 13:59:00 INSPECTION TICKET PAGE 8 Harnett County INSPECTOR: IVR DATE 3/18/10 ADDRESS' -216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS &•GATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 12/18/2009 11:21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT THEN TAKE THE NEXT LEFT LOT 658 STRUCTURE: 000 000 54X40 3BDR CRAWL W/ GARAGE FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 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 1/14/10 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 DA T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 1/15/10 AP T /S: 01/14/2010 12:43 PM NTART A814 01 1/22/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001872414 1/22/10 AP 216 heather brook cir lot 658 spring lake 28390 T /S: 01/22/2010 02:27 PM TWARD B103 01 2/04/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001879300 2/04/10 AP B105 01 2/09/10 DT R *OPEN FLOOR VRU #: 001880502 2/09/10 AP R427 01 3/09/10 FOUR TRADE ROUGH IN >2500 VRU #: 001892269 3/09/10 DA 1. MH, B, K, and H trusses not web braced properly. Web brace must connect a minimum 3 trusses. If 3 trusses can't be connected, a strong back may be fastened to designated web covering 90% of span. '2. Need paperwork for all lvls. Need engineered repair for 24 inch lvl cut at end over nook. .4( Need engineering for H trusses with osb gussets. ..Fire caulk missing for holes in top and bottom plates throughout house. .Sadder fram all gables. Do not side or insulate. T /S: 03/09/2010 01:02 PM DETAYLOR R427 02 /18 FOUR TRADE ROUGH IN >2500 VRU #: 001896568 • COMMENTS AND NOTES 03/17/2010 WED 06:49 FAX 9108644444 COMTECH INC 1 002/002 • ti CC 2596 - 0809-292 3 15 -10 }girt/ 1131eS:01 :111 SEMI'_ 1:43mn 1 oft Ke)Deame4.506.. kmanunEnple .I.508b Malernll Dauhye 1116 i Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: U460 We, L/360 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 22.8 PLF Filename: BM 2 - REVIS Other Loads Type Trlb. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PLF) o' 0.00" 20' 2.75" 80 0 Live Point (LBS) 8' 8.00" 1173 3127 Live Point (LBS) 8' 8.00" 1890 1890 L'Ivc Additional Uniform (PLF) 20' 2.75" 21' 2.75" 240 240 Roof J 1 r"Aiesstipyl,yl;,.,+ , MI'aloig , , m l')'', no �,,. h '.nnRlyn ^I, 'rx ln., , 1.,10, • -,. : "/1 I,t ' ' I l : ■Ir 0) . w 1,o i e il li 11 IX' 1 1 . r . 11 1 ) 1 I/ 5l r . " n'i •. ' l''�r J LI I1 . 1 gd r l I ' }iYil ;, ;. � $03 : ". >r., , . .. I r , .. , �. ,�'YPLaI .., 21 212 p / - • -- ® / 21 2 12 Bearings and Reactions Location Typo Input Length 1.4n Required Gravity Reaclion Gravity Uplift 1 0' 0.000' Wall 3.500' 2.359" 6193* -- 9 19' 9 500' Wall 15.500" 1.909' 5010# Maximum Load Case Reactions Lies IN RAY. ° mr,l $ dd 3. WR WMl beanies m16MS Dead Live 1 292111 32714 2 2473# 2537# Design spans 19' 9.500' Product; Broadspan 1.8E LVL 1 3/4 x 24 2 ply Canponenl Member Design has Passed Design Macke.'" Design assumes continuous lateral bracing along the lop chord. Design assumes no lateral bracing along Iho bottom chord. Allowable Stress Design Acaral Allowable Capacity Location Loading Positive Moment 466043t 69212.'4 67% 845' Total load D +L Shoat 5677.4 1624041 96% 0.01' Total bad U +L Max. Reaction 6193.4 9198.* 67% 0' Total load 0 +L TL Delleollon 0.3564' 0.6597 L/866 9.9' Total IOad D +L LL Deflection 0.1952' 0.49118' U999+ 9.9' Total load L Control: Poaiiive Moment DOL4. Litt -100% Snuw=115% Rool=125% Wlnd -I60% , Manulaclurer's indlallaiion wads MUST ha coneuhed Inr mull) -ply C4nneclion dolails and ahernalives � ` 0 5S 1 �s5 ��qq j I 176rhi rl 1 p ' • See pg 2 of 2 for notch detail 4t b es tetn_ O MAMsr • This signature has been app lied electronically conduct amnia are uwwn.M. ornw..anno6.o a+rors SNAVELY FORtS1 PHUDUG /6 — ?d ' rt7 r .conn• lciiaiiJYUS ar karma, allalwl.es. LLC ALL Maybe RESERVED. . InaNUV 31.v. 1 'NW,* AlIM M Mile. I e . laorp46 Warrior d w , 101r sno m utilwnr n=.I. 41 zero M emir cr Loa:: Loma rp Cw4li(M. ms foe. help an I133 meet lad deslpn page 1 oft 1 .mil es Mln.9dby 3 gonad designer or 036lo,p'aMMebel as w n.,r by 031.3331 1.. Qo6'e, i urrc =duet I, INalbn MceNllge 133 M.nrinellrc 3 ere erauM1y& _ -. R 1 IMES O0 I (4) • NI WM MD i NIA LI.... _a o co co V S ON 0. j \. r N n % = to: •r n § j- � a to ry 1 g . I ' t 1 " IN "" .... \L'O \.., ix ■ t ■ , .. ' n '''. ■ .... 32 . Iv ,... -........, \ . Ai ..._,../ It 22' :L'31 fi 1 I t i t =‘,..' .. - . "--"-- L - TY.4 ,...1t7rrtt;, ...- - r - r v.: ;r:_.. r.... . . ..i- -. - . 2' ; ■4 1 i .' t n : 4, I 10 f I ) 1 ..., , W III 4 . ',... . 1 at ,, -.... , {.... ■• .,..,. IV M 1 CC 2596 - 0809-292 12 -23 -09 ey13enix;3 BEAM I 12:57pm Iof1 xeyBcan+4.505a kma amF.name 4 5071t Materials DtJrme 1112 1 Member Data Description: Member Type: Girder Application: Floor Top Lateral Bracing Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC ■ Dead Load: 202 PLF Deflection Criteria: L/480 live, U360 total Live Load: 405 PLF Deck Connection: Nailed Member Weight 19.8 PLF Filename:.KYB3 1 _ I r 1 r l d' 1 i 1+1 1�s yh,� �,,{ a . g ✓ i ld n ' .. 1' X24 ., .. .,. / 12 11 8 7 C23 12 11 8 / Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0 0.000* Wall 3.500" 1.500" 3927# — 2 12' 6.250" Wall ' 3.500" 1.500" 3927# — Maximum Load Case Reactions Bea Ibr seamier noel mess Iei and IDS) to amMU molten Dead Live 1 13929 25351 2 13929 25351 Design spans 17 8250" Product Broadspan 1.9E LVL 1 314 x 14 3 Pry Component Member Design has Passed Design Checks" Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12293 :# 39916.'# 30% 6.26' Total IoadD +L Shear 3195.# 14210.# 22% 11.89' Total load D +L Max. Reaction 3927.1 13781.# 28% 0' Total load D+L TL Deflection 0.1521" 04174" 1/987 6.26' Total Toad D +L LL Deflection 0.0982" 0.3130" 1/999+ 6:26' Total load L Control: TL Deflection DOLs: Ltve =100% Snovp115% Root- Winer-163% Design assumes a repetitive member use Increase in bending stem: .4 % Manutacwrers instaflaton guide MUST be consulted tor multi -ply connection details and alternatives I+n y t } y , � �} ., qy ;,, re m nom.. ° " 04On m^ a " "" fe "" SNAVELY FOREST PRODUCTS i i1 Ce it a� °. Copyright n110P2003 CI &marl eevpba LLC. Ma RIGM'S RESERVED Tmaa b mans] as Mar Ow manta. nocrpat beam orstar. snows m 08 Cream mots agokatis onto alms tor loam, loads ceieoWe. ma Spins aver m eft +.a. lbo m n ean m ravened by • (patio *wawa os* PM.,n0l1 at regars11a away. Tin OYpr assumes pmds 0v144d, semen to Ow mslW d0a'e ' .. CC 2596 -0809 -292 3 -10 -10 6KeyBe tl pint BEAM 2 1:47pm • I of t KeyBeamS 4.505a lanBe:mE pate 4.5071i Materials DataI.se 1114 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/480 live, L/360 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 22.8 PLF Filename: BM 2 - REVIS Other Loads Type Trib. Dead Other ( Description) Begin End Width Start End Stan End Category Additional Uniform (PLF) 0' 0.00" 20' 2.75" 80 0 Live Point (LBS) 8' 8.00" 1173 3127 Live Point (LBS) 8' 8.00" 1890 1890 Live c.1 ➢.. rt'mr!8 , 'ai :iNr ,i r •• •I •II ■iv••• la =1 •• 9.2 "r) 1)5( iroa'a ,Eo.is i. II 1 ,1 anl4 t n - ¢ s( t • I id `1 t , I r„ li " i 4. I a l ,a. ,..+ , IIEL ¶� �. 5 € 1 Ii 'a IIQ� &' fl I Cs 1 , Ii 1 1 I ( l: L i ¢ ' 3 �� {� ! 1 � fit � � � ' ,"8 INS. �51 f �i '� �� .�tE�,v� h i��,� t 1/ 20 212 20 z 12 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 2.359" 61934 -- 2 19' 9.500" Wall 3.500" 1.909" 50104 -- Maxintu n Load Case Reactions tied 14140011119 pool bads (a Ins bads) lo cam/i,q rtentn Dead Uve 1 29214 32714 2 24734 25374 Design spans 19• 9.500' Product: Broadspan 1.9E LVL 1 3/4 x 24 2 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes no lateral booing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading . Positive Moment 46684.'4 69212.'4 67% 8.45' Total bad D +L Shear 5877.# 16240.# 36% 0.01' Total bad D +L Max Reaction 6193.# 9188.# 67% 0' Total load D +L TL Deflection 0.3564' 0.6597'' L/666 9.9' Total load D +L LL Deflection 0.1952" 0.4948" 11999+ 9.9' Total load L Control: Positive Moment DOLs: lire =100% Snow=115% Rool =125% Wind =1611% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives N p r o d u c t aro Ir sop thew mAClmowma SNAVELY FOREST PRODUCTS = .';pfnp)tlgii (C11980 2005 w Nays vt Erleralaas. LLC. ALL RIGHTS RESERVED. - Pastry bmM at when 11a renter. Mr plai Glom or girder. flown on Ills eawi,a rents amicable SSQI Mahe la Loatt. lancing Cadtau, M Span 61W on Ins AMal. 71e Sawn mgt M lMew.d by a warned dears a thaw pWRStM1 as rpt d tor alpHa. Tin drat aaaVM,pods)maalatc0acmnsre le Na m,ubtliai 4 spealcaMre CC 2596 0809.292 t2 0 I� eyBn BEAM 3 t:OSp23-m 91 loft ' Kryaeam+ 4505a I;aemuEnaim 4.507h Memnals Database 1112 ( i Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 108 PLY Deflection Criteria: U480 live, L1360 total Live toad: 216 PLF Deck Connection: Nailed Member Weight: 8.8 PLF Filename: KYB5 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PLF) 0' 0.00" 8' 6.00" 80 0 Live Additional Uniform (PLF) 0' 0.00" 8'. 6.00" 340 340 Live i X I 080 ®J f a a 0 Bearings and Reactions ' Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.679" 4407# — t 2 8' 0.750" Wall 3.500" 1.679" 44074 — . Maximum Load Case: Reactions Used to applying porn lean(et Ynebads)te morn mviben Dead Uve '.' 1 2164# 22420 2 21640 .22420 . Design spans 8' 0.750' Product: Broadspan 1.9E LVL 1:314 x 9. 114 2 ply Component Member Design has Passed Design Checks." fi Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord: Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8883.4 11905.4 74% 4.03' Total load D +L Shear 3564. 6259.# 56% 7.66' Total load:D +L Max. Reaction 44074 9188.# 47% 0'' Total load 0 +L TL Deflection 0.2370" 0 2688" L/408 4.03' Total Load D +L LL. Deflection 0.1206" 0.2016" LI802 .4.03'' Total load L Contra TL Defleddon DOLS: Live=100% Snow 115% Roof=125 % -WInd =160% Manufacturers metatation guide MUST be consulted for multi-ply connecson details and alternatives .. {'m upiadi°"'m°6 "" °'^°m'nQM" SNAVELY FOREST PRODUCTS }e .a d f�tstTtii . 5 .� copebrn(g 1Wa.a00$by1(atwm rmnpnn. ILL ALL RIGHTS RESERVED e' . .., -.e _ _ . Train a maned as *ten M. member, Iporpit bun tapes. sham Uas dU eats apphobt'sign eitMa to Latta that* CoMXbna art Spam Wed on this then. The aaW mW be nWatl by aquailed *wooer or seam PNa+euhn Umpired MWent TMs ae00^ ovum" amid bslinot n acmd a to an mamhttlumes CC 2596 - 0809 -292 12 -23 -09 ey e j REAM 4 1 :06pm i loft KOyBew,4 4.505a dm8emtEnaim l 5071t :NI Database 1112 Member Data Description: Member Type: Beam Application: Floor I" Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC 1 IRC Dead Load: 92 PLF Deflection Criteria: L/480 live, L/360 total Live toad: 184 PLF Deck Connection: Nailed Member Weight 8:8 PLF Filename: BM 4 Other Loads Type Trlb. Dead Other (Description) Begin End width Start End Start End Category ' Additional Uniform (PLF) 0' 10:00" 8' 8;00" 80 0 Live Additional Uniform (PLFL 0' 0.00" 8' .6.00" 340 340 Live <l 1 Yr• sac 1 ® as0 Bearings and Reactions Location type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0 "000" Wall 3.500" 1.605" 4214# — 2 8' 0.750" Wall 3.500" 1.605" 4214# — Maximum Load Case Reactions . Used t.0DV none loafs (w We bad** ea,w nneen Dead Live f ir 1 21000 21140 2 21000 21140 Design spans s 0.750' Product Broadopan :1.9E LVL 1 314 x 9114 2 ply Component Member Design has Passed Design Checks" Design assumes continuous lateral bracing along the top chord: Design assumes no lateral bracing along the bottom chord. + Allowable' Stress Design Actual Allowable Capacity Location Loading Positive Moment 8494.10 11905.1i 71% 4.03 - Total load.D +L Shear 3408.41 6259.# 54% 7:66' Total load O +L . Max. Reaction 42141 91884 45% 0' Total load D +L TL Deflection 0:2266" 0.268r U426 4.03' Total load D+L ' LL Deflection 0.1137" 0.2016" 11851 4.03'::. Total load Control: TL Deflection DOLs: Lhet100 % Snow115% Roof=125% Wind =160% .Manufacturers mstat ation guide MUST be consulted for moat-ply Connection details and altematives i AB aodua names We varmints o, theinogarw owners SNAVELY FOREST PRODUCTS ' t j14011'„°' mWMI* (C)1aW2005 d, Kabnen Enttlyraa. LLC. ALL MOMS RESERVED 'Rosin, Is dni.d av,ts. N maeur. taw tat, bow wyewr. Nowt ea *Is drentiq mots evW**We deign cants [or loo* 1mSno Caton. We Spero Weed ea this We n Owasso must tie iarlmod by s quailed &mum or Omba pot aSnM as repaired lw ewers/ : Thie down a,m,n [1'edna if 0WYtron bowtke to do mewiwwa e , CC'2596. 0809 -292 12- 23 -09. I€;S,el t3 BEAM 5 1:09pm toff , Kybaii r4.505o 4nli amEnpne4.507h Mmnials Doblme l l l2 Member Data Description: Member Application: Roof Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 313 PLF Deflection Criteria: U360dive, 11240 total Roof Load: 313 PLF Deck Connection: Nailed Member Weight: 8:8 PLF Filename:- -BM 5 Other Loads Type Trlb. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PLF) 0' 0.00" 7' 3:50!' 88 0 Live 'sit /O 73$ ® 7 3 8 Bearings and Reactions Location Type Input Length- Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1 - .500" 2479# — 2 6' 10250" Wall 1500" 1:500" 2479# . — Maximum Load Case: Reactions Wed lit WY% Pme bides (« Me mea)to WYyk, nMmbms Dead Roof 1 14064 10744 2 14064 10744 Design spans 8 { Product Broadspan 1.9E LVL 1 314 x 91/4 2 ply Component Member. Design has Passed .Design - Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress' Design Actual Allowable Capacity Location Loading Positive Moment 4249.'# 14882.* 28% 3:43' Total load D +Lr Shear 1922.# 7824.# 24% 0.01' Total load D+Lr Max. Reaction 2479.4 91881 26% 0" Total load D+Lr I TL Deflection 0.0819" 0.3427" L/999+ 143' Total load D+Lr IL Deflection X0.0355" 0.2285" L /999+ 3.43' Total Toad Lr i Coned: Positive Moment DOLs Live=100% Snow =115% Roof=125 %: Wmd .160% Manufacturer's installation guide MUST be consulted for multi filly connection details and admen/es • . #ten r._k r + � At product eare tom*tosof mew mwa »� cren SNAVELY FOREST PRODUCTS -. n&r Ca,,olt (GSM-2005 by SeVmH Emepues, LLC. ALL RIGHTS RESERVED 'YeuuP is Mien° a Men the nwnne0 Ram foist bean or Oda; Yuen on elw drwdle me m eppb=pa Silo ache for Lida. Leon Condit.. and SPCA IbI0 angle Neel. TS doom mesa b. ,nu,H by iglaRW *minim &so pelavmtl M esquir10 la approve The design sauna 1(0000 k**YlmnYm,4gw fir,/ 1 CC 2596 - 0809 -292 12-23-09 i I e: !.3s)^ :!ad 13EAM6 1:09pm loft Key Beane 4.51131 '..,'.. kmaamFngine a 50T11 Mwvs Database 1112 Member Data Description: Member Type: Beam Application: Roof Tap Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral'Bracng: None I Standard Load: Moisture Condition: Dry Building Code: IBC / IRC i I Dead Load: 403 PLF Deflection Criteria: L/360 live, U240 total Roof Load: 403 PLF Deck Connection: Nailed Member Weight: 13.2 PLF { Filename: iBM i '1t - 11' ,ri _. .. 7 B I .. _ 7 ® l 11 7 8 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Waft 3.500" 1.747" 4586# -- 2 11' 2250" Wall 3.500" 1.747" 45860 — Maximum Load Case Reactions Used N .Wino wan ions (w pre cede to amino mast., Dead Roof 1 23300 22580 2 23309 22560 Design spans 11' 2.250° Product: Broadspan 1.9E LVL13/4 x 14 2 ply Component Member Design has Passed Design Checks" Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. 1 i Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12827.0 31984.1# 40% 5.59' Total load D+Lr Shear 3830.# 11842.0 30% 10.07' Total load D +Lr Max. Reaction 4586.0 9188 49% 11.19' Total load D+Lr TL Deflection 0.1900" 0.5594" L1706 5.59' Total load D +Lr LL Deflection 0.0935" 03729" L/999+ 5.59'. Total load Lr Control: Mai Reaction DOTS: Live =100% Snow =115% Roof•125% Winds Manufacturer's installation guide MUST be candled for mNShply connepron details and alternatives Al wad. mma.m 1iOe1nib al Inn 10 "0 oven SNAVELY FOREST PRODUCTS f' ce rtnal• G °.Cowen (C)11119.20011 Iv Kenn ewwwr LID, ALL RIGHTS RESERVED 'Pinks) b Wade when the membr. daarlesl bat wo*Mr: awml an oW dmd. m.a *potable onto ate& ter Lava. Lo. op condom*. aid Sp.• gcm an ms eden no Omen min be sine.. a aWWW *ergs. w Pew asratl.Y n l4a 4 fee approval nis deco sums pe 1JO c aI Ma d[e:030o . did maWwn, Job , Truss Truss Type Qty Ply cay.4 Oates -650 Anderson CreaiHametl • • E5510587 J05644 HIA FINK 2 1 Job Reference (optional) J95844 7.140 s Oct 12009 Mrtek Industries, Inc. Thu Now 1208:04:482009 Page 1 I 5 10-AR I 1541-2 19-4 -6 5-4-10 5-1 -12 5-1 -12 4x6 I I Stale = 1:79.0 3 11 12.00 12 334 II 3x4 II 2 4 2 -0 -0 3x11) 0 O 3x10 0 4 T ADD X4 SPF NO.2 10 H� 9 a 7 e d CUT TO FIT TIGHT 3x411' 0 - 3 - 4x12 = 4x12 = 3x4 11 ATTACH 3/4" PLYWOOD OR OSB GUSSET (23/32" APA RATED SHEATHING 48/24 EXP 1) TO EACH SIDE OF TRUSS WITH TWO ROWS OF 16d (3.5' X .131 ") NAILS SPACED 8.0" O.C. FROM EACH FACE, DRIVEN THROUGH ALL MEMBERS AND CLINCHED. PLYWOOD GUSSET(s) MUST SIT IN BUCKET OF HANGER 1 54-10 1 7.1.0 I 15 -0.2 1 19-4-8 1 5-4 -10 1 - 6 8 8-7 -2 3.66 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/den L/d PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.03 7 -8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.15 ' BC 0.35 Vert(TL) -0.05 7 -8 >999 240 BCLL 0.0 • Rep Stress Incr NO WB 0.24 Hoc(TL) -0.01 6 No nla BCDL 10.0 Code IRC2003/TP @002 (Matrix) Weight: 174 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc pudins, BOT CHORD 2 X 4 SYP No.1 'Except' except end verticals. 7 -9: 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 9-3 -9 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 3 -9, 3-7 1- 10,5-6:2 X13 SYP No.1 MiTek recommends that Stabilizers and required cross bracing be installed during Wss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 10 =460/Mechanical, 6 =740103 -8, B =883/0 -3 -8 Max Horz 10 =489(LC 4) Max Uplift 10 =- 139(LC 6), 6 =144(LC 5), 8 =- 106(LC 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 424/187, 2 -3= 395/434. 3-4 =588/440, 4 -5 =- 570/174, 1- 10=400/157, 5 -6 =- 714/151 BOT CHORD 9-10 =-486/448, 8 -9= 162/282, 7 -8 =162/282, 6-7= -34/55 WEBS 2 -9 =- 303/388, 3 -9 =- 300/170. 3- 7=309/373, 4 -7 =- 266/348, 1 -9 = -95 /207, 5 -7 =- 51/433 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7 -02; 1o0mph; TCDL= 6.0psY BCDL= 5.0psf: h =15ft; Cat. 11; Exp C; enclosed; MWFRS (low -rise) gable end zone and C -C Interior(1) zone; cantilever left and right exposed; end vertical left and righl exposed;C -C for members and forces 8 MWFRS for reactions shown; Lumbar DOL =1.60 plate grip DOL =4.80 1111 11 I 1 3) • This truss has been n rare a load of with f on the bottom in all areas with a clearance greater than 6-0-0 x between the bottom chord oral and d any other members, rs, with BCDL= 10.Opsf. sf. tvcC ,.L CAR. x' 4) Refer to girder(s) for truss IO truss connedlons. 0'•- - S .-• 5) Provide mechanical c (by others) of truss to bearing plate capable of withstanding 1391-6 uplift at joint l0, 1441-6 uplift at � •/r4 joint 8 and 106 I5- uplift at joint 8. v' ---'' i' 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and — • referenced standard ANSIRPI 1. . = SE 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). — 030652 LOAD CASE(S) Standard — • 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 T Q` '. :.. Uniform Loads(plf) -CC Ci Vert: 9- 10 = -20, 7- 9=- 80(F = -20), 6- 7 = -20, 1- 3 = -60, 3 -5 = -60 ',9 _ N 0" S 1. 'ri R. LA 'r r1111t,1 November 13,2009 • ® WARMED ,V n designpmweretera and READ NOTES ON MS AND INCE OM) )DIflREPEREHCEPAOF AIL VOla Jo BEFORE WS. rvIK't 1Y Design valid for use onlvwith MITek connectors. The design Is bored individual spun paranelen shown. and is for an indivual buidkg component. ENCO Applkability of design paromenlers and proper incorporation of component Is responsibtly of building designer not Mss designee erockg shown 3 tor lateral support of Individual web memben only. Additional temporary bracing to Insure stobiliry doing combudlon B the responsiblllity of the n MI lei. Al 1m4 erects. Additional permanent bracing of the overall structure is the responsbllly of the bWidmg designer. for general guidance regarding lobricatln, quality control, storage. deivery. erection and bating. consult ANSI /I81) Dealt /CMS's, 055-85 and IICSI keding Component 818 Soundside Road eatery btamaten available from Truss Hale Institute. 201 N. Lee Sheet, Suite 312. Alexandria. VA 22314. Edenton, NC 27932 PREPARED 3/19/10, 13:59:24 INSPECTION TICKET PAGE 12 Harnett County INSPECTOR: IVR DATE 3/22/10 ADDRESS : 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 12/18/2009 11:21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT THEN TAKE THE NEXT LEFT LOT 658 STRUCTURE: 000 000 54X40 3BDR CRAWL W/ GARAGE FLOOD ZONE • FLOOD ZONE X # BEDROOMS - 3000000.00 PROPOSED USE - SFD SEPTIC - EXISTING' • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED •INSP .DESCRIPTION TYP /SQL COMPLETED RESULT RESULTS /COMMENTS B101'01 1/14/10 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 DA T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 1/15/10 AP T /S: 01/14/2010 12:43 PM NTART A814 01 1/22/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001872414 1/22/10 AP 216 heather brook cir lot 658 spring lake 28390 T /S: 01/22/2010 02:27 PM TWARD B103 01 2/04/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001879300 2/04/10 AP B105 01 2/09/10 DT R *OPEN FLOOR VRU #: 001880502 2/09/10 AP R427 01 3/09/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001892269 3/09/10 DA 1. MH, B, K, and H trusses not web braced properly. Web brace must connect a minimum 3 trusses. If 3 trusses can't • be connected, a strong back may be fastened to designated web covering 90% of span. 2. Need paperwork for all lvls. 3. Need engineered repair for 24 inch lvl cut at end over nook. 4. Need engineering for H trusses with osb gussets. 5. Fire caulk missing for holes in top and bottom plates throughout house. Ladder fram all gables. Do not side or insulate. T /S: 03/09/2010 01:02 PM DETAYLOR R427 02 3/18/10 ,,�� =5 FOUR TRADE ROUGH IN >2500 VRU #: 001896568 3/18/10 GO 1. Trusses KIA and 13113 not braced. Correct per drawings. OK to side /insulate I129 01 .V2 /` 0 TI R *INSULATION INSPECTION VRU #: 001897763 R427 03 3/22/ 0 TI TRADE ROUGH IN >2500 VRU #: 001897754 ra e lw COMMENTS AND NOTES • PREPARED 5/25/10, 14:03:39 INSPECTION TICKET PAGE 11 Harnett County 1 INSPECTOR: IVR DATE 5/26/10 7 i ADDRESS . : 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 48 SECT 1 CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 12/18/2009 11:21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT THEN TAKE THE NEXT LEFT LOT 658 STRUCTURE: 000 000 54X40 3BDR CRAWL W/ GARAGE FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 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 1/14/10 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 DA T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 1/15/10 AP T /S: 01/14/2010 12:43 PM NTART A814 01 1/22/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001872414 1/22/10 AP 41216 heather brook cir lot 658 spring lake 28390 T /S: 01/22/2010 02:27 PM TWARD B103 01 2/04/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001879300 2/04/10 AP B105 01 2/09/10 DT R *OPEN FLOOR VRU #: 001880502 2/09/10 AP R427 01 3/09/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001892269 3/09/10 DA 1. MH, B, K, and H trusses not web braced properly. Web brace must connect a minimum 3 trusses. If 3 trusses can't be connected, a strong back may be fastened to designated web covering 90% of span. 2. Need paperwork for all lvls. 3. Need engineered repair for 24 inch lvl cut at end over nook. 4. Need engineering for H trusses with osb gussets. 5. Fire caulk missing for holes in top and bottom plates throughout house. Ladder fram all gables. Do not side or insulate. T /S: 03/09/2010 01:02 PM DETAYLOR R427 02 3/18/10 BS FOUR TRADE ROUGH IN >2500 VRU #: 001896568 3/18/10 DA 1. Trusses K1A and 13113 not braced. Correct per drawings. OK to side /insulate I129 01 3/22/10 DT R *INSULATION INSPECTION VRU #: 001897763 3/22/10 AP R427 03 3/22/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001897754 3/22/10 AP R431 01 5/26/10 TI FOUR TRADE FINAL >2500 TIME: 17:00 VRU #: 001932599 57/00 1)1" T /S: 05/25/2010 02:03 PM NTART COMMENTS AND NOTES • : VIOLATION NOTICE 1 ti. DO NOT REMOVE! Harnett County Inspection Department 108 East Front Street • P.O. Box 65 Lillington, NC 27546 Phone: (910) 893 -7525 Ext. 1 • Fax: (910) 893 -2793 Job Name: Co m d ( e > 3 kJ \ ( Date: 5 7 Z (p // ( ) Address: 2 (c' \- \ e.A1 - 44_ , y I S+ 1,egc Lot No.: (O 5 Permit No.: ( Check Box for Violation ) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Footing Foundation Bldg. Elec. Plumb. Mech. Insul. Floor Fram. ❑ ❑ O ❑ ❑ ❑ ❑ Floor Slab MFG. Home Modular Damp /Water Structural Wall Sheath. Other Proof. Violations Found: ) \ ( 2 ) A4 00A ( � r ^ 3r 5 -) e r s + A (I. pA ,L 1 z �� v -t ( b rn s 1 e r, eS e AC r -- —1 = r e vv q 7 ; A c 11 - ) Nee, (e ccp 1 - c 1 e or, Stec L'I M, cit o wowte 0 A Z -0 A f ec is -er A c e c ( 5 �-� U vssit re - P fdr" c /ce- / Code Enforcement Official Signature: / i - — -7 /l f ' Date: T /2- C //O It is unlawful for any subcontractor, general contractor, or owner to cover or cause to be covered any part of the work with floor- ing, sheetrock, earth or other material until the proper inspector had ample time to approve the installation WHITE COPY - CONTRACTOR /OWNER YELLOW COPY - INSPECTORS PREPARED 5/27/10, 14:33:11 INSPECTION TICKET PAGE 10 Harnett \ity INSPECTOR: IVR DATE 5/28/10 ADDRESS . : 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR i CAVIWESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 12/18/2009 11:21 AM JBROCK - - -- TAKE 27 W LEFT ON NURSERY RD LEFT INTO ANDERSON CREEK CONSTR ENTRANCE TAKE 3RD ST TO THE LEFT THEN TAKE THE NEXT LEFT LOT 658 STRUCTURE: 000 000 54X40 3BDR CRAWL W/ GARAGE FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 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 1/14/10 JH R *BLDG FOOTING / TEMP SVC POLE VRU #: 001870504 1/14/10 DA T /S: 01/14/2010 12:42 PM NTART B101 02 1/15/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001871318 1/15/10 AP T /S: 01/14/2010 12 :43 PM NTART A814 01 1/22/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001872414 1/22/10 AP /216 heather brook cir lot 658 spring lake 28390 T /S: 01/22/2010 02:27 PM TWARD B103 01 2/04/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001879300 2/04/10 AP B105 01 2/09/10 DT R *OPEN FLOOR VRU #: 001880502 2/09/10 AP R427 01 3/09/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001892269 3/09/10 DA 1. M1-!, B, K, and H trusses not web braced properly. Web brace must connect a minimum 3 trusses. If 3 trusses can't be connected, a strong back may be fastened to designated web covering 90% of span. 2. Need paperwork for all lvls. 3. Need engineered repair for 24 inch lvl cut at end over nook. 4. Need engineering for H trusses with osb gussets. 5. Fire caulk missing for holes in top and bottom plates throughout house. Ladder fram all gables. Do not side or insulate. T /S: 03/09/2010 01:02 PM DETAYLOR R427 02 3/18/10 BS FOUR TRADE ROUGH IN >2500 VRU #: 001896568 3/18/10 DA 1. Trusses K1A and B1B not braced. Correct per drawings. OK to side /insulate I129 01 3/22/10 DT R *INSULATION INSPECTION VRU #: 001897763 3/22/10 AP R427 03 3/22/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001897754 3/22/10 AP R431 01 5/26/10 • FOUR TRADE FINAL >2500 TIME: 17:00 VRU #: 001932599 5/26/10 DA T /S: 05/25/2010 02:03 PM NTART 1. Need receptacle on deck. CONTINUED ONTO NEXT PAGE PREPARED 5/27/10, 14:33:11 INSPECTION TICKET PAGE 11 Harnett INSPECTOR: IVR DATE 5/28/10 ADDRESS . : 216 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 CONTRACTOR CAVI%7ESS & CATES BUILDING AND PHONE : (910) 481 -0503 OWNER . . : ANDERSON CREEK PARTNERS LP PHONE : PARCEL . . : 01- 0535 -16- -0100- -10- APPL NUMBER: 09- 50023448 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 2. Bottom step off deck too high. 3. Microwave needs 20 amp receptacle. 4. Crawl door sealed shut. T /S: 05/26/2010 11:04 AM DETAYLOR R431 02 5/28/10 TI FOUR TRADE FINAL >2500 VRU #: 001933876 COMMENTS AND NOTES Smart -":-4 7# 4,7e ,''':R1;4:4'-'7.47-'4 r 4 r ''.9" f Cr. " (rn A ? s, f ttx tdisis. A Szi,,,t4 .. .16 ' ' - County of Harnett ' Building Inspections Department Planning Services ; '/ Certificate of Compliance: Occupancy: x . Certificate issued ursuant to the requirements of North Carolina General Statute 153A -363 and Hamett P 9 County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the various ordinances of the County of Harnett and the North Carolina State Building Codes. For the following: Use Classification: ?es; el. tI4c4a_ ■ Permit Numbers Name: CG'v. AcS% 4- (,4e ( . „ 1tii / 1 Building: LA v1% Pi 4 Electrical: '1/2 ., 3. I Address: 2((a 1-le,...-6 L001 Cif Insulation: U ti Ser' Lu'cc LAIC 2839 Plumbing '<CI) Mechanical: ' MFG Home: Date: 5 ? - -gijo Building Official: - ._ : ' - y� I/ y y/J � J �— jar VI ` `Y V, ;`I ' l`Y '1 I� �� y � 1 � „ y , l �1� i c�yy iii� •