HomeMy WebLinkAboutCOM2014-00045 - COM Inspections - 1/30/2016 Materials 'Vesting & Consulting, Inc.
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PROPRIETARY ANCHORS:EPDXY
Sheet(s):S1.00,S1.01,S1.03,S2.02,S4.00
Detail(s):GN/S1.00,S1.01,S1.03;6/S4.00
Location(s):Shear Wall Post-Installed Epoxied Anchor Bolts-Shear Wall(2A)@ A.7/1-2,Shear Wall(7C)@ 1/A.7-13.4 and Shear Wall
(7)@ B.4/1-2(approx.)
Level(s)/Elevation(s):Foundation Slab-On-Grade(S.O.G.)/0'4"
Contractor had previously drilled holes and I observed contractor blow holes clean with compressed air,brushed holes,then blow holes
clean again with compressed air and then installed rebar dowels per the Manufacturer's Printed Installation Instructions(MPII).
Epoxy was completed by certified installer:No certification provided.
Type of Anchor(s):5/8"dia.Galvanized All-Thread Anchors
Anchor Dimension(s):(28)5/8"dia.Galvanized All-Thread Anchors spaced at 48"&16"O.C.per detail 6/S4.00.
*NOTE:Pending RFI to be approved by engineer of record for post-installed anchors.
To the best of my knowledge,all work was performed in conformance with the manufacturer's printed installation instructions and project
plans dated 08/05/14,Conform Set.
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UPLOADED: 05/27/2015 15:05:00 UPLOADED:05/27/2015 15:05:00
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Corporate * 777 Chrysler lsler Drive, + !Burlington, WA 9923 K * Phone 360-73S-1996• Fet 364,3$5.1990
SW Region 211$ "fut t att 11Iv4. $.tip.*Olympia, WA 91I41 * Phone 400.534,9717 gale 36C034,9779
Ptktr Region * $03 DupoAlt street, Suite 5 * Rellingham,WA 99225* Phone 00.647.601il * FAsc 160.447AI It
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New North Mason High School-PO 20001400011-14K038,0512712015,#P12419,Page 2 of 3
Materials Testing tin Consulting, Inc.
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r� UPLOADED:05/27/2015 15:06:00
UPLOADED: 05/27/2015 15:05:00
REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager
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Corporale * 777 C hr yzler Dria°e 9 811Lriingtan, WA 982?1.1* Phase 160,755-1990* Idsx 364.755.1940
SW Reglos * a I I$ lilac& l.aAe 010- S.Wk 1 Olympia, %,A 901OZ * Phone 3tWiA4.9,77 * Pax 360,$34,9779
NW Rvglon * $05 Dupow SRteel, Suite 5 1 Aellisgharn, WA 9U.2S 1 Pbone 160.647.6(14iI 1 1:.AK 160.(,47. 1 II
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New North Mason High School-PO 20001400011-14K038,0512712015,#P12419,Page 3 of 3
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Structural Steel,
Job site: Report#F64263
CLIENT North Mason School District DATE 03/31/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-bfttl
Belfair WA 98528 OC6
Inspection Information:
Inspection Date: 03/31/2015 Time Onsite: 11:30 AM Weather Conditions: Mostly Sunny,50s*F.
Inspection Performed: Structural Steel,Job site
Report Profile:
® RFI (#230)
Comments: Sheet(s):S2.09
Detail(s):GN/S1.00,S1.01,S1.03;9/S6.11;NEW MILLENNIUM SHOP DRAWINGS J2.0 dated 9/16/2014 and FIELD MODIFICATION
DETAILS Sht: I thru 7 dated 3/25/15.
Location(s):Lower Roof Joist within gridlines C-F.1/4-5
Level(s)/Elevation(s):Lower Roof Framing/See Drawings
Type of Inspection:Welding(Periodic Inspection)
Visual Inspection(VT):Perform periodic visual welding observation of J 14 Roof Joist reinforcement of top&bottom chords.
Welding Parameters:
a)Material: V Round Bar Conforming to ASTM A36 w/71.7kips;Heat 489876;1-1/2"ASTM A36 per Certificate No. 1039381-Al-1 dated
Nov.27,2014 provided by contractor.
b)Process:FCAW(Automatic)
c)WPS:On File with Contractor
d)Welder:The WABO certified welder was Mr.Matthew R.D.Wildes(W143233),Exp.APR 1,2015,Mr.Ben G.Albertson(W08011),
Exp.JUL 1,2015.
e)Equipment:Miller Trailblazer 302
f)Electrode: 1/16"-CORESHIELD 8_LOT:10035313/AWS A5.20;E71T-8-D
g)Joint/Fit-up:Fillet/Groove
h)Cleaning:Electric wire wheel brush.
i)Position: 1F,2F,3F,4F,2G
j)Preheat:Not required.
k)Type of Welding:1/8"x2-1/2"&3/16"xl"fillet welds and 3/16"x2"@12"Flare-Bevel Groove welds per SKs.
1)Base Metal Prep.:Free from scale,rust,moisture and lubricants.
The weld quality was consistent with the quality criteria of AWS D1.1.
OWD ITEMS THAT NEED TO BE ADDRESSED BEFORE FINAL INSPECTION:
1.After speaking with Mr.Dennis Montgomery,PE on the phone((775)428-0600),the note on SK-2A"ALL MEMBERS DESIGNED
THUS,ADD 3/16"X1"LONG FILLET WELD TO EACH EXISTING MEMBER WELD @ EACH END OF MEMBER."need to be on
both sides of the joist.
2.Need updated certification for Mr.Matthew R.D.Wildes(EXPIRES APR 1,2015).
3.Need clarification as to where the newly reinforced joists are to be installed.
WORK IS IN-PROGRESS,REINSPECTION IS REQUIRED.
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Corparale • 771 Chrysler Dr yr * Harlington, ►4'A 99211%* Phost 160.73r,1090• Fox 360.7$3.1990
SW tlegWrr 21 1$ 01ack 1,,Akr lilvd- S.W,-Olympia. WA 9 0'W * Phone 460.534,9717 * F8T, 360-$,14e9779
NW 'Region NO3 Dupont 3ticet. Suitt 5* Bellingham.WA 9822S* phone '460.447,60 i1 + yak 360.t47.81 it
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New North Mason High School-PO 20001400011-14K038,0313112015,#F64263,Page I of 2
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UPLOADED:03/31/2015 17:27:00 UPLOADED: 03/31/2015 18:13:00
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UPLOADED: 03/31/2015 18:14:00 UPLOADED:03/31/2015 18:14:00
REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager
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Corporale * 777 Chrysler Drive * Rarlirlgton,WA 49231 * Phame 160.7SS.1990 * Fix 364-795.1988
SW Region " 2118 atork- I'ate Malv+d, S.11l'.*Olympia. WA 1901112 * Phone ;40QA34,10717 • F,0% 36(J.554,5779
NW Repian $05 Dupotlt Sheet, 5niie 5 * Aeliinghum. WA 9822$* Phone 160647,60,61 . pax 160.(:47AI I I
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New North Mason High School-PO 20001400011-14K038,0313112015,#F64263,Page 2 of 2
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F66031
CLIENT North Mason School District DATE 06/18/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00t"
Belfair WA 98528 ��
Inspection Information: _
Inspection Date: 06/18/2015 Time Onsite: 07:15 AM Weather Conditions: Mostly Cloudy,50s*F.
Inspection Performed: `Nailing
Report Profile:
10 Needs Engineer's Approval
Comments: Sheet(s):S1.00,S1.02,S1.03,S2.05,S2.09
Detail(s):GN/S1.00,S1.02,S1.03; 1,2/S5.04; 19/S6.01
Location(s): 1.Catwalk Support Framing @ C/1-2,2.Hanging Hoist Framing @ B.7/1.2-1.7(approx.)
Level(s)/Elevation(s): 1.&2.Low Roof/See Drawings
Type of Inspection:Lateral Wood(Periodic Inspection)
Performed periodic special inspection of the Lateral Wood Framing&Hardware installation at the areas noted above.
Catwalk Support Framing per 1,2/S5.04:6x8 Blocking between I-Joists attached with(2)SIMPSON HU68s Joist Hangers per member.
Hanging Hoist Framing per 19/S6.01:6x6 Blocking between I-Joists attached with SIMPSON U66 Joist Hangers per member w/
W8xI8x0'-8"bolted through blocking with(2)3/4"Dia.A307 bolts and ASTM F844 flat washers.
ITEM NEED ENGINEER OF RECORD(E.O.R.)ACCEPTANCE:
1.Contractor has 1-1/2"gap between Catwalk Support Blocking and roof sheathing.Drawing detail 2/S5.04 shows beveled 2x6 blocking
with vents attached w/(2)A35 clips as well.This item is not installed per plan.
To the best of my knowledge,all nailing and hardware were in conformance with the approved project specifications and plans dated
08/05/14,Conformed Set,pending acceptance of in-field condition by E.O.R.
Images:
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Corporate • 777 Chrgzltr Drive* Burlington, WA 99213 * Phase 360.73S.1911116* You 36111.755.191k$
SW Region * 21 IN RIAcil lake FJ(vtl, S.W4 v Olympia, WA 1901 IZ ! Phone 400,7134.91+77 • Fat 361014.9179
N'Ip1i Realon * 6413 Dupont Street, Suilt 5* Actlialgham, WAr 9122S* Phone 160.647.fi(141 * Fax 3,60.447AI II
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New North Mason High School-PO 20001400011-14K038,0611812015,#F66031,Page I of 3
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UPLOADED: 06/18/2015 10:58:00 UPLOADED:06/18/2015 10:59:00
2.Hanging Hoist Framing @ B.7/1.2-1.7 1. Catwalk Support Framing @ C/1-2.
looking North. No additional 2x6 blocking.
OIL
UPLOADED:06/18/2015 11:01:00
1.Catwalk Support Framing @ C/1-2
looking South.
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Carprteaie • 7711 C hr;tsltr Drive* Harlington,WA 98213 * Phase:140.7$S-1990• Fax 364.715.1980
SW Region * 211N RJACh 1,.4Nke Hival. Safi'.* Olytmitia, WA 10011Z * i'tton# :100 1 4,'Wl * lav, 16(1,114,9719
N'4rly Region • $05 oup(in1 sited, 5aitc. s* Arkiinghlim, 44A 9922S * Phone :160.64 .404it * PAK 360.447.81 it
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New North Mason High School-PO 20001400011-14K038,0611812015,#F66031,Page 2 of 3
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REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager
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C arpneate * 777 Chrysler Drive * Burlington, WA 98211 * Phase 3,60.73S-1940* Fox 360.753,191t$
$W fteglop * 21 1$ 01aet i..a>;e Ntvd. %.W,*Olympia, WA q$ll2 * Phone 300,134.q'.77 * Pas ,46(1,114.9749
NW IlegirPa 03 Dupont Street, 5nicr° 5- betlioghnm, Sl A a18225• Phaane Aeid.641.l061 Far .lC,tl.lr47.t1 11
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New North Mason High School-PO 20001400011-14X038,0611812015,#F66031,Page 3 of 3
Materialsi Consulting, Inc
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62545
CLIENT North Mason School District DATE 01/12/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-001-/+8
Belfair WA 98528 0006IC-1
Inspection Information:
Inspection Date: 01/12/2015 Time Onsite: 9:30 AM Weather Conditions: Overcast,50's*F
Inspection Performed: Nailing _ mm W�
Comments:
Sheet:S2.11
Details: 15/S6.00,5/S6.01,9/S6.01,13/S6.00,&18/S6.01
Location:Lines 7-7.5,rows A-C
Elevation:lower roof
The 23/32"thick tongue and groove sheathing was found to have been properly placed for the location described above.Nails were sized
and spaced as required by note#5 on sheet S2.10.
Images:
UPLOADED: 01/12/2015 17:14:00
Lower roof of this structure observed
REPORTED BY:Randy Gray REVIEWED BY:Sam Hyatt,Technical Director
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Corporstr • 777 C hryxktir Drive or Burlington,WA 982,11 • Phome 160.73S-11990. Fi: 364.755.1980
tilt Region - 2115 Black l..alte Blvd. S-W+ * Olympia. WA 9031 IM - PbQnc • Palk 3 t,1,554,977�t
NMz krglitn - SQ5 Dopcial Stttet, Suite 5• Bellingham,WA 9822$* Phone 60.447.4061 - Fat 360.447A I t 1
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New North Mason High School-PO 20001400011-14K038,0111212015,#F62545,Page 1 of 1
MaterialsTesting Consulting, Inc. Inc
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62603
CLIENT North Mason School District DATE 01/14/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00T8—
Belfair WA 98528 �1+.5`
Inspection Information:
Inspection Date: 01/14/2015 Time Onsite: 2:30 pm Weather Conditions: Overcast,50's*F
Inspection Performed: Nailing
Comments:
Sheet:S2.07&S2.11
Details: 15/S6.00,5/S6.01,9/S6.01,13/S6.00,&18/S6.01
Location: 1.roof sheathing from lines 7.5-10,rows A-B.8 on S2.11;2.roof sheathing from lines 6.5-7,rows A-B on S2.07;and 3.
wall sheathing from 2nd level to roof on sheet S2.07 @ a.line 7,rows A-C;b.line 10,rows A-C;&c.lines 7-10,row A
Elevation:lower roof and/or 2nd floor
The 23/32"thick tongue and groove roof sheathing was found to have been properly placed for locations i&2.The 15/32"thick
plywood sheathing was placed properly for the walls described at location 3.
Nails were sized and spaced as required by note#5 on sheet S2.10 for the roof sheathing.The strapping shown on the details listed were
in place at the required locations of the roof.Wall sheathing nails were placed as shown on detail 6/S4.00.
The observed work was consistent with the contract drawing dated 05-AUG-2014.
Images:
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UPLOADED: 01/14/2015 17:56:00
2nd level shearwalls and roof sections
described above
REPORTED BY:Randy Gray REVIEWED BY:Deane Ramsdell,Project Manager
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Corporate * 777 Chrysler Drive * Harlington,WA 98231* Phome A60.7$S-1990 * Fax 364.755.1990
vti Region * 2118 kit cle (,*te HMUtf S,W,.*Olympia,WA 90',112 " Phone ;ICItI 134.+i?'l� * lrax S6C�.SS t.91a�i
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New North Mason High School-PO 20001400011-14K038,0111412015,#F62603,Page 1 of I
Materials 'besting & Consulting, Inc.
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62745
CLIENT North Mason School District DATE 01/21/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-001"-
Belfair WA 98528
Inspection Information:
Inspection Date: 01/21/2015 Time Onsite: 8:30 am Weather Conditions: Overcast,40's*F
Inspection Performed: Nailing
Comments:
Sheet:S2.04,S2.07&S2.11,S4.00
Details: 15/S6.00,5/S6.01,9/S6.01,13/S6.00,&18/S6.01,roof&wall naling schedule
Location: 1.Lower roof sheathing from line 8.8-C to B.5,2.Double sided wall 1st floor @ line 12-A to C,3.Upper mezzanine outside
walls line 8-A to C and line 9-A to C.
Elevation:lower roof,1 st floor,upper mezzanine.
The 23/32"thick tongue and groove roof sheathing was found to have been properly placed for location 1,The 15/32"thick plywood
sheathing was placed properly for the walls described at location 2&3.
Nails were sized and spaced as required by note#5 on sheet S2.10 for the roof sheathing.The strapping shown on the details listed were
in place at the required locations of the roof.Wall sheathing nails were placed as shown on detail 6/S4.00.
The observed work was consistent with the contract drawing dated 05-AUG-2014.
Images:
UPLOADED:01/21/2015 15:33:00 UPLOADED:01/21/2015 15:33:00
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Corparale * 777 Chrysler Drive s Harlington, WA 98231 * Phone 3ii4.73S-1990* Fix 360.7$6.1"0
SW [legion ! 2118 91awk Late lilvd, S,W,• Olympia. WA '0112 * Ptlone *r460,534,'M? 0 Fax, 100,$34,9779
NW Region 805 Dupont 5ctcet.Suite 5* Rellinihom, WA 9K225* Phone 360-647.6461 * Fax 3 0.447.$l 11
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New North Mason High School-PO 20001400011-14K038,01/21/2015,#F62745,Page I of 2
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REPORTED BY:Sam Hyatt REVIEWED BY:Deane Ramsdell,Project Manager
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Corporate * 777 Chrysler Drlvt m Burlington,WA 9823.4 * Pbome MO.M.1990 * Fax
SW Region * 211$ NiAck le,jkte DIV4, S-WC .p Olympia. WA 1901112 * P"rit 400.514,1777 * Fax 401,554.9779
NW Region * 905 Dupont Streat, Suite 5 * Bellirghnm,WA 9ii223* Phone 160.647.6061 * FAV 360."7.81 t l
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New North Mason High School-PO 20001400011-14K038,01121/2015,#F62745,Page 2 of 2
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62770
CLIENT North Mason School District DATE 01/22/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-OOH-9
Belfair WA 98528 000`q tr-
Inspection Information:
Inspection Date: 01/22/2015 Time Onsite: 10:30 AM Weather Conditions: Cloudy,49 *F
Inspection Performed: Nailing
Report Profile:
® Needs Engineer's Approval
Comments: Sheet(s):S1.00,S1.02,S1.03,S2.10,S2.12,S4.00
Detail(s):GN/S I.00,S 1.02,S 1.03;Roof Framing Notes/S2.10;5/S4.00
Location(s):Upper Roof Diaphragm @ A-C/8-9(Approx.)
Level(s)/Elevation(s):Upper Roof/See Drawings.
Type of Inspection:Lateral Wood(Periodic Inspection)
Performed periodic special inspection of the Roof Diaphragm&Nailing Patterns.
The 23/32"thick tongue and groove roof wood sheathing over entire roof was found to have been properly placed.Nail fasteners for wood
roof sheathing was with 1 Od @ 6"O.C.at all supported panel edges and 10d @ 10"O.C.at intermediate framing per note 5./S2.10 and
5/S4.00.
Nails that were found to be counter sunk,contractor added an additional nail flush with sheathing.Missing nails were placed by contractor at
time of inspection and blocking added for edge nails were missing the roof truss.
Items needing Engineer of Record(E.O.R.)acceptance or approved fix:
I The 2x"bird blocking"has approximately 3/4"gap between the top of the block and roof sheathing.Ref.S2.12&9/S6.00.
00 The 142.5 @ EA.Rafter and RBC's @ 24"O.C.Max are not in place.
J.Contractor is using Gang Trusses in-lieu of 2xlOs @ 32"O.C.,RFI pending.
To the best of my knowledge,all work was performed in conformance with the approved project specifications and plans dated 08/05/14,
Conformed Set,pending E.O.R.Acceptance and pending RFI.
Images:
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Corporate * 777 Chrysler Drive * Burlingfem, WA #B2�1* Phone 3".7SS-1490* Fax 360.755.1989
8W Region * 2118 04ck bate 910, S.WM -Olympia. WA 190112 * Phone 360 34.47t7 * 124% 36(034,11779
NW Region * 905 Dupont 5ti et! Saito 5* Brilinghram. WA 9522$* Phone '460'647.6061 * Nix ;160.647.81 It
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SW Itegloar • 21 18 War% owl`s ldlvd. S.W..Olympia, WA 90112 - Phorkc 460-134,'W? + Fax 100,$34,9779
NW Region * 845 Dupont Stxtet, Suite. S , Actliasham. WA 98225+ Pboue 360-647,6041, + Fax 360.647.81 11
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New North Mason High School-PO 20001400011-14K038,0112212015,#F62770,Page 2 of 3
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62770
CLIENT North Mason School District DATE 01/22/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00118
Belfair WA 98528
Inspection Information:
Inspection,Date: 01/22/2015 Time Onsite: 10:30 AM Weather Conditions: Cloudy 40s*F
......... q .e
Inspection Performed: Nailing
Report Profile:
®Needs Engineer's Approval
Comments: Sheet(s):SI.00,SI.02,S1.03,S2.10,S2.12,S4.00
Detail(s):GN/S1.00,S1.02,S1.03;Roof Framing Notes/S2.10;5/S4.00
Location(s):Upper Roof Diaphragm @ A-C/8-9(Approx.)
Level(s)/Elevation(s):Upper Roof/See Drawings.
Type of Inspection:Lateral Wood(Periodic Inspection)
Performed periodic special inspection of the Roof Diaphragm&Nailing Patterns.
The 23/32"thick tongue and groove roof wood sheathing over entire roof was found to have been properly placed.Nail fasteners for wood
roof sheathing was with 10d @ 6"O.C.at all supported panel edges and 1 Od @ 10"O.C.at intermediate framing per note 5./S2.10 and
5/S4.00.
Nails that were found to be counter sunk,contractor added an additional nail flush with sheathing.Missing nails were placed by contractor at
time of inspection and blocking added for edge nails were missing the roof truss.
Items needing Engineer of Record(E.O.R.)acceptance or approve��f'ix:
1.The 2x"bird blocking"has approximately 3/4"gap between the top of the block and roof sheathing.Ref.S2.12&9/S6.00.
2.The H2.5 @ EA.Rafter and BBC's @ 24"O.C.Max are not in place.
3.Contractor is using Gang Trusses in-lieu of 2XIOs @ 32"O.C.,RFI pending.
To the best of my knowledge,all work was performed in conformance with the approved project specifications and plans dated 08/05/14,
Conformed Set,pending E.O.R.Acceptance and pending RFI.
Images:
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SW Regina, • 11 lil ek 1 kc 141YO. $.Sly'..+Oly pia, A 90$12 a ph ltr $60A�4,V77 * P.p:r 360, .4,91,19
NW Region * 805 Doposit SKtoat, Su4t 5 , ellinghtlm, %'A 9922 * Phone ;It L,641.f06[ * Fax 10,447AI II
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New North Mason High School-PO 20001400011-14K038,0112212015,#F62770,Page I of 3
Materials
Testings
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SW Regloo * 21.1$ laek Lake 91v . $,W,.*Olympia, WA 90WI, * Phone 160,134,g7711 * FAx
NW R lgloa v $ 5 DwPott Sttem, Stun 5 + UdIj ghom, WA 922 * Phone,160.447.604t a, Fax 360 447AI;11
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UPLOADED:01/22/2015 14:36:00 UPLOADED: 01/22/2015 14:37:00
Item No. 1 &2. Attic Area
Looking North Underside of High Roof looking East.
REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager
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Sal ptegilom • 2 t1 0I*ck Liiike 810, fi.W�,p Olympia, WA 90 12 w Phony • FAx 74
t4I6'4 Region + $05 Vvpomt *Sttw Built 5'F Ilellingharn, WA 9$22$* Phome :I60.447,,0141'r r FaK 3610,4474;11 11
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New North Mason High School-PO 20001400011-14K038,01/11/101 S,#F62770,Page 3 of 3
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62770
CLIENT North Mason School District DATE 01/22/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00118
Belfair WA 98528
Inspection Information:
Inspection Date: 01/22/2015 Time Onsite: 10:30 AM Weather Conditions: Cloudy,40's*h
.....
Inspection Performed: Nailing
Report Profile:
®Needs Engineer's Approval ® Approved by Engineer
Comments: Sheet(s):S1.00,S1.02,S1.03,S2.10,S2.12,S4.00
Detail(s):GN/S 1.00,S 1.02,S 1.03;Roof Framing Notes/S2.10;5/S4.00
Location(s):Upper Roof Diaphragm @ A-C/8-9(Approx.)
Level(s)/Elevation(s):Upper Roof/See Drawings.
Type of Inspection:Lateral Wood(Periodic Inspection)
Performed periodic special inspection of the Roof Diaphragm&Nailing Patterns.
The 23/32"thick tongue and groove roof wood sheathing over entire roof was found to have been properly placed.Nail fasteners for wood
roof sheathing was with IOd @ 6"O.C.at all supported panel edges and 1 Od @ 10"O.C.at intermediate framing per note 5./S2.10 and
5/S4.00.
Nails that were found to be counter sunk,contractor added an additional nail flush with sheathing.Missing nails were placed by contractor at
time of inspection and blocking added for edge nails were missing the roof truss.
Items needing Engineer of Record(E.O.R.)acceptance or approved fix:
1.The 2x"bird blocking"has approximately 3/4"gap between the top of the block and roof sheathing.Ref.S2.12&9/S6.00.
2.The H2.5 @ EA.Rafter and RBC's @ 24"O.C.Max are not in place.
3.Contractor is using Gang Trusses in-lieu of 2xl Os @ 32"O.C.,RFI pending.
To the best of my knowledge,all work was performed in conformance with the approved prgject specifications and plans dated 08/05/14,
Conformed Set,pending E.O.R.Acceptance and pending RFI.
Received RFI 167 1-26-2015 accepting all three of the deficient items noted above
Images:
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SW UVION 211$ "1410 lake lllvtlw $,,W-*01y Rlo- WA 98 92 * P'bone 360 i34,97?7 » Fax 360,$A4,9179
NW kvill eo P 05 .Dupont Street, Sate 5 • helilophum, WA IW2$• Phone :36 .647.604t + FA% 3•60."731 I1
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New North Mason High School-PO 20001400011-14KO38,0112212015,#F62770,Page I of 3
Materials
Testing
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UPLOADED: 01/22/2015 14:34:00 UPLOADED: 01/22/2015 14:34:00
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New North Mason High School-PO 20001400011-14K038,0112212015,W62770,Page 2 of 3
MaterialsNrrC
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UPLOADED: 01/22/201514:35:00
F Item No. 1 &2.
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UPLOADED: 01/22/2015 14:36:00 UPLOADED: 01/22/2015 14:37:00
Item No. 1 &2. Attic Area
Looking North Underside of High Roof looking East.
REPORTED BY:Tim Macke REVIEWED BY:Deane Ramsdell,Project Manager
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SW Rowlen 2t18 01 0 1 ikkg 010-S,W,* OIympia, WA W12 M IPbone 36t034, 7w * Fax 100, 34.9719
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62871
CLIENT North Mason School District DATE 01/27/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-Ong
Belfair WA 98528
Inspection Information:
Inspection Date: 01/27/2015 Time Onsite: 2:00 PM Weather Conditions: Overcast,50's*F
Inspection Performed: Nailing
Comments:
Sheets:A2.00,S2.09,&S2.04
Details: 1/S4.00,6/S4.00,8/S3.01,&5/S4.00
Locations: 1,exterior walls and roof for the electrical rm.313&mechanical rm.314;&2.type 4D double sided shearwalls along line 13,
between rows A-C
Elevations: 1.from finished floor to roof for location#1;&2.from finished floor to bottom of 2nd floor for location 2.
The 15/32"thick plywood sheathing was properly placed for the walls at locations 1&2.The 10d type nails were placed as required by
the shearwall schedule on sheet S4.00 or note#4 on S2.03.The 23/32"thick tounge and groove roof sheathing and tpe 10d nails were
placed as required by note#5 on sheet S2.10.
The observed work was consistent with the criteria of the contract drawings dated 05-AUG-2014.
Images:
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UPLOADED: 01/27/2015 17:32:00
Electrical rm. 313 &mechanical rm. 314
REPORTED BY:Randy Gray REVIEWED BY:Deane Ramsdell,Project Manager
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Corporate s 777 Chrysler Drive• Burlington,WAS 910-11 * Phone 3".71S.19911* Fax 3611.7$5.1980
SW Ftogiop • 21 IN Black, 1"okc bled.S'W" Olympia, 'AA 9w;si2 * Ptwoa 400114,4717 * Fax 160,534,9779
NW Reglen * 8f15 Dupont Sttrat, Suitt 5* 4ellialhsm, WA 40122$* Pho'ne '16tt.Cr$7.604it + spa 360*47.91 It
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New North Mason High School-PO 20001400011-14K038,0112712015,#F62871,Page I of]
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62481
CLIENT North Mason School District DATE 01/08/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00fitS—
Belfair WA 98528 ~
Inspection Information:
Inspection Date: 01/08/2015 Time Onsite: 10:30 am Weather Conditions: Overcast,50's*F — �
Inspection Performed: Nailing ��
Comments:
Sheet:S2.07,S4.00,S5.01
Details:Diaphragm Nail Schedule/S4.00, 11/S5.01
Location:2nd Floor Lines 7-10,rows C-E
Elevation:2nd floor
The 1 1/8"tongue and groove sheathing for the area listed above was found to have been properly placed.
The sheathing was installed as required by diaphragm nailing schedule the details listed.
The observed work was consistent with the contract drawing information listed.The contract drawings were dated 23-JUNE-2014.
Images:
UPLOADED: 01/08/2015 14:58:00
REPORTED BY:Sam Hyatt REVIEWED BY:Deane Ramsdell,Project Manager
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New North Mason High School - PO 20001400011 - 14KO38 - Field Report: Nailing: Report
#F62504
CLIENT North Mason School District DATE 01/09/2015
PROJECT LOCATION 150 North Mason School Rd PERMIT# COM2014-00tt8-
Belfair WA 98528Oy 5
Inspection Information:
Inspection Date: 01/09/2015 Time Onsite: 8:00 AM Weather Conditions: Cloudy,40's*F
Inspection Performed: Nailing
Comments:
Sheet:S2.04
Shear Wall Locations: 1.line 10,rows A-C;2.line 7,rows A-C;3.lines 7-10,row A;&4.lines 11-14,row A
Details:7/S4.01&6/S4.00
Elevations: 1.finished floor(ff)to 2nd level for locations 1-3;2.ff to roof for location 4
The 15/32"sheathing,sill plate anchor bolts,holdowns,and nails for the shearwalls located as described above were found to have been
properly installed.The majority of the wall sections were typical shearwalls.Location 1 contained special shearwall type 113.Locations 3
&4 contained type I special shearwall sections.
REPORTED BY:Randy Gray REVIEWED BY:Deane Ramsdell,Project Manager
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New North Mason High School-PO 20001400011-14K038,0110912015,#F62504,Page I of I