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HomeMy WebLinkAboutMULTI DOCS - 13-00093 - 1103 Greenside Loop - SFRUrea t - Note to Inspector. Gdaii Note to Inspector. Robin Pettingill < robin@snakerivertmss.com> To: Nick Leishman <nickleishman@gmail.com> To Whom it may concern Page 1 of 1 Nick Leishman < nickleishman@gmail.cam> Tue, Jun 11, 2013 at 3:26 PM Hello my name is Robin Pettingill with Snake River Truss. Nick Leishman said you had a concern about the added 2x4's that create a firdown to finish off a vault in the office area. I dont see an issue for what he has done to create the vault. The only added weight would be of the weight of the added 2x4's. There is a dead load of 81bs on the bottom chord of all the trusses and min required is only 5 so that extra should be fine for the added weight, If you have any other questions please give me a call. Thanks, Robin Pettingill Snake River Truss 208-528-7305 httns://mail-Qoogle.com/mail/?ui--2&ik=891 deb29c9&view--Vt&search=inbox&msg=13f3... 6/25/2013 _ Ieishran Rcsldcmm 6-13-73 R O S E B U R G 519 Ins, Ytsla Rexburg, ID 2:50PSS Roseburg 18458 1 of 1 oma lmlkwnlpjtt93lRry 4 ltvYyml[ObelYe lT9 Member Data Description: notch check Member Type: Joist Application: Floor Location t 8 2 Top Lateral Blaring: Continuous Bottom Lateral Bracing: Continuous Standard Load: MD1sture Condition: D7 Building Code: IBC / IRC _ Dead Load: 70 PSF Deflection Cdter®: LJ360 five, 0240 total Live Load: 40 PSF - Deck Connection: Glued-SNa9ed - - - -- - - - - - - - Ftenarme 3458.KY8 '(2" n w1D&. NbTCH1 1-5-M Of TOP -_ -----— -_ z FLANGE MaKEhIT@ !37"I'(LOW 5712175=, H'D RMlP- REQ`; 418 12 von 1389 2350 Bearings and Reactions Input Min Gravity Gravity Location Type seasonal oal langlh Rewired Reaction apart 1 0' 0.000- VWJ DFL Plate 3500" 1350" 1944 2 4' 8.125" Was DFL Plan, 3.500" 3.500" 326# -104# 3 9' 8.12T well DFL Plan 3.500^ 3.500' 9624 - 4 22'11761Y Wag DFL Fee 3.500" 1350^ 360# Maximum Load Case Reactions m-d=rl+r.�mw�vlw°[a�l..i°mcw_.._n.o.•.u_a CER)IFICANON4 Ira. Un DESIGN CHECK Dead LY.AND EXISTFIELD N6(STIOW —OIMENSI 1 311146 f) opivNS TIDN INFO - ----- ""— - By OTHCOND 315P{2]BpII) 4VAS PaDYIOED BY OTHERS. 2 315S219PH WAS 3 1694(142PIf} 7I3tl( GAIUj n sb z1K a srg Design spans - d' 8]35 Y COOP13' 3625^ Product 11718" UP140S 16.0" O.C- Comparand Member Design has Passed Design Checks. - Charge assumes contimmus latera: bracing along Has tohard. Design assumes Cartoons lateral bracing along Me booan chant La@ni support Is required at sash searing. Allowable Stress Design Acted Allovahte Capacity Location lording Positive Mament 973 YA 3545.4 27% 17,66' Ctrl Span. D+L Negative Moment 1152.X 3545.4 32% 9.68' Adjacent 2 D+L Shear 5304 14201 37% 9.88' Adlaoent 2 D+L End Rendion 3608 13714 26% 22.98' Wal SPans DSL Int Reatllon 962.4 2500.4 38% 9.68' AUIaceM 2 D.L TL Da8eClon 00778" 0.8851" De99+ 16.99' Odd Spans D+L LL desertion 0.0626^ 0.4434" Ll9@9+ 1699' Otl0 S ons L Control. Mex IM. React DDLa Live}=�1 WX Sm 115% RooPi25% WInIK160% AUaW. 5040 g. -Op r0 �QRON M,p'o 'i(1%I 13 2,73 u "m°°m""o' Im..mu °IpE,upOroo-nm Aaron M. Reed, PE k" �.T!{ Denison, Engineering .i€'11FFi c°Imlenl cure>a°�+ellurm°m mla— Lk.xtawxn.eaehv®. 601 Mono eat goo, SureF %mwxumwwm°a w ° Mono Bay CA 93442 ,. w.�.:av" m °..�°qumv��»° a..w mw.a. ss°a:.M. °°gym ..mm �, +�• 805.771.9649 SPECTi iN -_-- TICKET B`li ` 8 ❑ Numb, ❑ Mcch. ❑ Ffi, `nspectior Roq:wl: Recd B _ y - r)afe -- Phone No. I/ - i dr c-'-=--'=..t+- Pennil Na Pec o 's R.rc:- ❑ Res _ ❑ Coma. - _ -- - __ rE_ CR'A. FCr:ONNAORM?p APPROVED D'NY—JN--�,__ vy- rr ❑A'P'PROVED ONiA r1,,_ -3 DISAPPROVED - :.CTIONREouDzED. 0N07APPLICAVLE -1DIDNOT CNSPECP _'_-�---�----,.tet-'---'--- -z7 Y FIHCMp 14Acw---- io6 Cryry t� Compliance Stmem t: submitted with the pens comply with the Mandan I'Mect Title: Leishman Residence Data filename: UntMed.mk The Me build pl specifigtions, and other calwiations Ma j0091EC uiremend in REScheckV ersion 4.4 d to � rr/,z Report 03/11/13 Page 2 of 2 ?,A& �, . � ��� beN,� z I-ok 1 S Ax� ��aJ\ 2REScheckSoftware Version 4.4.4 1 Compliance Certificate Project Title: Leishman Residence Enew Code: 2009 1ECC 0.0 Location: Rexburg, Idaho Well l: Wood Prime, 16" o.c. Construction Type: Single Family )d Project Type: New Construction 0 Conditioned Floor Area: 2,203 112 0000 0 Heating Degree Days: 8693 0.0 Climate Zone: 6 Wall 3: Wood Frame, 16' o.c. Permit Date: 0.0 0.0 Constmc9on Site: Owner/Agent: Designer/Contractor: mxburgh, ID 83440 Diamond L Wall 4: Wood Fmme, 16" o.c. 0 Rexburg, ID 83440 0.0 0 208416-0420 0 nickletshman@gmail.00m Compliance: Invalid Area(s) Window 2: Wood Fmre:Double Pane with Lo SHGC: 0.00 0 Envelope Assemblies Ceiling l: Flat Ceiling or Scissor Tmss 0 0.0 00 0 Well l: Wood Prime, 16" o.c. 0 0.0 )d 0 Window 4: Wood Fmme:Double Pane with Low -E SHGC: 0.00 0 0000 0 Wall 2: Wood Frame, 16.0.0. 0 0.0 0.0 0 Wall 3: Wood Frame, 16' o.c. 0 0.0 0.0 0 Window 5: Wood Fmme:Double Pane with Low -E SHGC: 0.00 0 0.000 0 Wall 4: Wood Fmme, 16" o.c. 0 0.0 0.0 0 Window 1: Wood Fmme:Double Pane with Low -E SHGC: 0.00 0 0.000 0 Window 2: Wood Fmre:Double Pane with Lo SHGC: 0.00 0 0.000 0 Window 3: Vinyl Fmme:Double Pane with Low -E SHGC: 0.00 0 0.000 0 Project Ti0s: Leishman Residence Data filename: Untitled.rck Report date: 03/11/13 Pagel of 2 rC C? �ta,/�. SUNROC-REXBURG 671 SOUTH YELLOWSTONE HWY REXBURG, ID 83440-2341 Phone 208-356-3777 Fax 208-356-0101 Job Name, REXBURG CITY Bid For: (Business Address) Cash Sale QUOTE - QT000304 Ship To Address - Lure Qty Description _ Each _ Total 1 9300 -CASCADE CASEMENT WINDOW -_ - 179.45 17945 35.5 r{ Window Sing: 3030 (36" X 36" RO) Operation: LH Color: WHT Glass Options: CUR / PB.0-VALUE=0.42 PB.SHGC-0.52 PB.VLT-0.54 35.5 r{ Window Sing: 3030 (36" X 36" RO) Operation: LH Color: WHT Glass Options: CUR Nfrc Data: PB.0-VALUE=0.42 PB.SHGC-0.52 PB.VLT-0.54 . Total Material + Labor + Delivery +_ 6%Tax: - Sub Total 179.45 0.00 0.00 10.77 19022 Less Deposit 0.00 Balance Due: $ 190.22 �o GTte,g - 0.269 •Y� Bid By: Ver. 7.01.0068 Page I of I Bid Dated: 3/27/2013 '4dilwhib., TCRJ08: SU OC LEISH@SAN ITEM QT TRUSS ID SP oP 3 16 1 83 37' PIT OVERRRA G PRICE 2" 0 8.00/0.00 18.00/ 18.00 0' 4" 7 4„ 7 17 84 37' 2" 8.00/0.00 18.00/ 18.00 0' 4" 7 . 4" 7 18 1 85 37. 2" 0 8.00/0.0 18.00/ 0,0 O' 4" 7 , 4„ 19 86 37' 2•' 0 8.00/0.00 18.00/ 0.0 0. 4" 7 . 4" 7 20 4 87 32' 1•' 8.00/0.00 18.00/ 0.0 0 4. 7CL2 CRO 21 5 86 36' 1" 5.00/O.00 18.00/ 18.0 0' 4" 7 , CL2 CRO 22 4„ 89 26' 0•' 7 0 8.00/0.00 18.00/ 0.0 0' 4" 7 3, 2„ 23 2 89A 26' 0•' 0 8.00/0.0 18.00/ O.0 0. 4" 7 CL10012 CRO 3. 2.1 24 1 898 26' O" 0 8.00/0.0 18.00/ 0.00 0' 4. 7- 3' 2" 5 CL504 CRO 25 BPI 7' 8'• 8.00/0.00 8.55/ 8.5 O' 4" 7 , 4" 7 26 HP2 7. 8" 8.00/0.00 8.56/ 8.5 -_-_.-_-._. 27 RP3 7' 8" 2 8.00/0.00 8.56/ 8.5 p,' 4„ 7 p. 4„ 28 1 C1 15'10" 0 8.00/0.00 18.00/ 18.0 0' 41' 7 0, 4" 7 29 C2 27' 81• 0 8.00/0.0 18.00/ 16.0 O' 4" 7 p, 4„ 7 30 C327' 8'• 8.00/0.00 18.00/ 18.0 0' 4" 7 0. 4" 7 31 C427' 1" 0 8.00/0.0 18.00/ 0.00 0. 4" 7 0. 4" 7 32 2CS m 27' 81• 8.00/0.00 0.00/ 0.0 0' 4" 7 p. 4„ 7 331 C6 7' 4" 0 8.00/0.00 18.00/ 18.0 0' 4" 7 0, 41- 34 C7 7' 411 0 8.00/0.00 18.00/ 18.00 0. 4" 7 0. 4„ 7 35 C819' 4" 8 8.00/0.00 18.00/ 18.00 4. 41• 7 p. 4„ 7 36 2 C9 19' 4" 8 8.00/0.00 0.00/ 18.00 4' 4" 71\I V O' 4„ 7. 37 2 C9A 7' 4" 0 B.00/0.0 18.00/ 0.00 5, 3„ 2 38 RG1 I" S'• 0 14.42/0.0 0.00/ 0.0 0' 0'. 0® O' 0" 0 TC1 11 :SUHROC LEISHI ITEM QT TRUSS 10 - SP age 3 0£ 3 39 1 HG2 17' 2" PITC OVSR G PRICE 0 14.42/0.00 0.00/ 0.00 0' 0" O� 0, O.. 0 40 HG3 14'11" 0 14.42/0.00 0.00/ 0.00 0' 0" O® 0' 0" 0 41 1 HG4 14' 0" 0 14.42/0.0 0.00/ 0.0 O' O•' 0® O• 1" 3 42 1 J ' 6' 0" 0 8.00/0.0 0.00/ 0.0 0' 4" 7 4 4.. 43 1 J1 6' 0" O 8.00/0.00 18.00/ 0.0 0' 4" 7,9�< 4' A" 7 44 J1A 6' O" 8.00/0.00 18.00/ 0.0 O' 4" 7 3' 4" 7 45 8 J2 4. 1"1 8.00/0.00 18.00/ 0.0 0' 4" 7,Z 3. 0"1 46 2 J2A 9' 0"12 8.00/0.00 18.00/ 0.0 0' 4'• 7G^" 2 • 3" 47 1 J3 2' 0•'12 8.00/0.00 18.00/ 0.00 0. 4" 7� 1' 81,15 48 4 J4 8' 5"13 5.66/0.00 25.44/ 0.00 O. 4" 2 4, 1" 2 49 1 14A 8. 51113 5.66/0.00 25.44/ 0.00 Total 137 _ Price valid for 30 days. Sub act to verification o£ quantity and spans.