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17A-092 22 Grandview 2018-09-26cs Beam 2016.11.0.10 lanBeamfngi,e 2016.9.0.3 Materials Dalaoose 1557 Member Data Description: Standard Load: Toohey 22 Grandview rd Member Type: Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Moisture Condition: Dry Live Load: 40 PLF Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Deck Connection: Nailed Other Loads Type (Description) Re lacement Uniform PSF G G> Side To Bearings and Reactions Location Type Filename: Beam1 Begin o· o.oo" 12 4 4 Material End 17' 5.75" 1 O' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) 2 12' 4.250" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) 3 15.' 5.750" Wall SPF #3/Stud 2x or 4x End-Grain 650 si Maximum Load Case Reactions Used for appl)1ng point loads {or line loads) to ca~ng members Snow Dead 1 1751# 918# 2 4882# 2434# 3 1508# -<36# Design spans 12' 1.125" 3' 1.500" 2' 0.000" (right cant) Trib. Width 12· o.oo· 17 512 Input Length 4.000" 4.000" 4.000" Other Start 30 Min Required 1.500" 3.216" 1.500" Application: Floor Building Code: IBC/IRC MemberWeight 9.6 PLF End Dead Start 15 3 1 8 ~ ~ Gravity Gravity Reaction Uplift 2669# 7316# 1420# -1226# End ~ J 2 0 0 9-2 1-1 8 2:23pm 1 of 1 Category Snow Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of16d common nails at 12.0" oc Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00' along the bottom chord. Review gravity uplift reaction force of 12271bs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Positive Moment Negative Moment Negative Unbred Shear Max. Reaction TL Deflection LL Deflection TL Dell., Rt. LL Defl., Rt. Control: Max. Reaction Actual 6478.'# 8084.'# 8084.'# 3557.# 7316.# 0.2348" 0.1865" 0.0324" 0.0262" DOLs: Live=100% Snow=115% Roof=125% Wind=160% Allowable 16051.'# 16051.'# 16051.'# 7265.# 9953.# 0.6047" 0.4031" 0.2000" 0.2000" All product names are trademarks of their respective owners Capacity 40% 50% 50% 48% 73% U617 U778 2U999+ 2U999+ Location 5.1' 12.35' 12.35' 11 .75' 12.35' 5.7' 5.7' 17.48' 17.48' Copjright (C) 2016 by Simp,on Strong-Tie Company Inc. ALL RIGHTS RESERVED. ··Passing is defined as when the member, floor joist, beam orgird8( shown on this drawing meets applicable design atleria for Loads, Loading Conditions. and Spans listed on this sheet. The design must be reviewed by a qualified designer or design profestional as required for approval. This design aSSJmes product installation acmrding to the manufacturer's edfications. Loading Odd Spans D+S Adjacent 1 D+S Adjacent 1 D+S Adjacent 1 D+S Adjacent 1 D+S Odd Spans 0.5D+S Odd Spans S Odd Spans 0.5D+S Odd S ans S CS Beam 2016.11.0.10 kmBeamEngine 2016.9.0.3 Materials Database 1557 Member Data Description: Standard Load: Live Load: 40 PLF Dead Load: 10 PLF Other Loads Type (Description) Point LBS 1' Side To Bearings and Reactions Toohey 22 Grandview rd Member Type: Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Moisture Condition: Dry Deflection Criteria: L/360 live, L/240 total Deck Connection: Nailed Filename: 17 ft rid e Begin 1' 6.00" Material End 3 0 0 Trib. Width Other Start 1751 1 2 Location O' 0.000" 3' 0.000· Type Wall Wall SPF #3/Stud 2x or 4x End-Grain (650psi) SPF #3/Stud 2x or 4x End-Grain 650 si Input Length N/A N/A Min Required 1.500" 1.500" Maximum Load Case Reactions Used for applying point loads (or line loads) to canying members Live Snow 1 63# 876# 2 63# 875# Design spans 3' 1.750" Dead 482# 482# Application: Floor Building Code: IBC/IRC Member Weight: 4.4 PLF End Gravity Reaction 1357# 1357# Dead Start 918 Gravity Uplift End 1' 9-21-18 2:27pm I of I Category Snow Product: Spruce-Pine-Fir #2 2 x 8 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" oc Minimum 1.50" bearing required at bearing# 1 Minimum 1.50" bearing required at bearing# 2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00' along the bottom chord. Allowable Stress Design Positive Moment Shear LL Deflection TL Deflection Control: Positive Moment Actual 2117.'# 1348.# 0.0147" 0.0187" DOL.s: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 Allowable 2645.'# 2251.# 0.1049" 0.1573" All produd names are trademarks of their respective ownera Capacity 80% 59% L/999+ L/999+ Location 1.5' -0.06' 1.5' 1.5' Copjright (C) 2016 by Simpson Shong-Tie Company Inc.ALL RIGHTS RESERVED. ··Passing is defined as when the member, floor joist, beam or girde~ sho'N'n on this drawing meets applicable design aiteria for Loads. Loading Conctitions. and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design aSSIJmes product Installation ac:oording to the manufacturer's ecifications. Loading Total Load D+S Total Load D+S Total Load S Total Load 0.5D+S ~J ---6'{ c"'~ J v~ e V\J r7.A -oq;;. LV~ RJ~e (1) HcaJ{),0J \ o L oa.rf Ov\ Y-f y(s t-c YLS OV\ 6Qhe\ V'vO-\ \ s111.A5 f Y\"'-~ N r;-EAVE i-~ ' ~ 30'--------------;,,.i DORMER ADDITION 1'-6" ~ 10' _ 12'-6" +----s· s·~ 24" X36". ! ~ISTING ~r~I 1~-/ I I"' ~ 11 I ;:: I I ·~ 11 lL. NEY'l2x10 RAFTERS@.16" OG Y'l/ 2X6 GEILING JOISTS ~6" EXISTING BEDROOM . 11 II 11 I 2436DH . ] L 24360H j 4'-5"-+-3'-10"~4'-3"--¥-3'-2" 6'-1" 30' 3'-10"~+--4'-5" LIVING ARE:A I 558 5(1 ft I i-;-~ I I ~ ~ I I ' ~ 0 , N rn s I i-I I in t ve\f~f(ec,\_ \Jc,wY\ .?C)slA \-5 SEGOND FLOOR SGALE 1/4"=1'0" PLAN PREPARED FOR TOOHEY RESIDENGE 22 GRANDVIEY'l RD FLORENGE MA PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA01033 461-W'l'I. 2-14-18 dd--6't a,·~ J V't e\/\) LV~ R~vl~e 0) HeaJ~,® \ o [ o(lrf Ow\ o/1 -oCJ;. ;:!j r-EAVE j.'.. ~ ' st' Lf £ i(S t(vt_s st11-A5 30' DORMER ADDITION t== 10' -_ 12'-6" 5' 5'--j= T-6" 11 11 11 ] I I C 2436DH 4'-5" ~ 3'-10" 24" X 36". ~ ~ NEV'l 2x10 RAFTERS@ 16" OG V'l/ 2X6 GEILING JOISTS ~6" 13'-10"------sao. EXISTING BEDROOM /T 11 11 11 4'-3"~3'-2" 6'-1" > E 3'-10" 4'-5" OV\ 60. he~ fY\~ L-I 2436DHl j ~------------30'----------------..I V'vO-\' LIVING AREA 558 S(l ft ":' st' i-f-;-~ ~ in st' N v·e"'~"t(~~ DawY\ · . ? c)M_ \-') SEGOND FLOOR SGALE 1/4"=1'0" PLAN PREPARED FOR TOOHEY RESIDENGE 22 GRANDVIEV'l RD FLORENGE MA PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA 01033 461-28'1'1 2-14-1 B JJ (3\av\J V1 Q~ I -a -q-..0 ~ -q-0 (I) 12" X 4B" C.ONC.. C.OLUMNS V'I/ BIGFOOTS 2XB PT FLOOR JOISTS@ 16" OC. '/1':=J ~ bXb PT POSTS ----10' 3-2X10 HDR <(> 11 NEY'{ C.OVERED PORC.H 11 ----1'-6" 1•11 V'l/5/4X6DEC.KING II NEl"IBATHLAYOUT 4046FX 2861} +-4'-6" --4 3046DH >E--l---+-----12'-10" 'ok'. ' •I ~--10'-1"-----11..--------J:::;; I c;t u-II ~ I ;.... ~ +l~ POSTRIDGE---K= rN BEJJROOM ~ N ~ I ]';!T4HEN SITTIN'2. 11'-11" 3' -i'--N -' REMOVE EXISTING CHIMNEY LIVING ~---1--=~---14' I I a ..0 -q-0 (I) I a ..0 cl; (I) "r-N "" 304bDH I ·' ~ ! J " ' / } I I , ' ~~ 3046DH '° 3046DH 16'-3" 46' I 2''-S" : LIVING AREA '144 5/l ft \J e1, ~~ e cZ \JowY\ 17M '\-J FIRST FLOOR SCALE 1/4"=1'0" PLAN PREPARED FOR TOOHEY RESIDENC.E 22 GRANDYIEl"I RD FLORENCE MA PLAN PROVIDED BY LAURA'S DRAFTING AND DESIGN 220 TAYLOR ST GRANBY MA 01033 461-W'l'l 2-14-11} .