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HomeMy WebLinkAboutBuilding Structural Calculations 2005-5-17 I. . \ , RECRlVED MAY 1 7 2005 BY: C0 - OOS~Lf ~3 t71 flj'(\J,;1I WALTER - TIMBERLINE STRUCTURAL CAl.CUALTlONS 370'J2 May 03, 2005 cedarc CreeK DESIGN AND CONSTRUCTION DARRELL L. CARMAN. P. E. 87689 81e1: Drive Vefleta. Oregan t;J14a7 935-7119 ..... .... . . . . .... ..... . . . . . ...... ...... .. . . . .. . . . ...... . . ...... .. . . . . . . .... ...... .. . . . . . . .. .. ...... .. . . . .... .. . .... . ...... . . . .... . . .... .. .. . ... ...... . . . . . .... .. . Expires December 31. 2005 ... . IlAAREU. L. CARMAN, P.E. PrOject Name: C,VIember LocaUon : . '. H T~ o 8'-3>'4' 5'-2314' 1~ WALTER - T STRUCIURIIL O\I.ruIATIONS lob No. 05-]2 Pag 2 of as Bcms Roan f1oor/Rod I'r:mE I Rl ~ ;. .' ..... .... . . . . "'... ..... . . . . . ...... .. . . . .."... .. . ...... . . . . ...... .. . . . ..... . . . . .... . . .. . . . . .. .. .. . ...... .... . . 7.J,VI 8'-3W .. . . .... . 13'-6'1 5~23IK ...... . . .... . . .... .. .. ...... 24~ 4~ ~ . ... . . . . . .... .. . Delenntne Reactlcns and Member SlJesses Iy the method of cons\stanl. d1sJiacetnenls. Note that the verucal denecUon at Pant A must be fQ!I3l to the verucaJ conpnent ct the deDecttoo at Potnt C, and Uke\\lse lor POInts B and D. find. Iy suceeslve apJraxlm3uons, the value d Rw, the tenslm reaction In the \\0311 s11XIs. such that OC(verUcaI) = M. FIn3I Trial Rw = Denecuon at A and B = Denecuon at C and D = 1 Roof Overhang 100# 188# c. Rl= -R2= H= He = Hr= 914# 0.0713 In 0.0713 In SUMMARY Of RESUlTING REACllONS Floor Roof Belo.vC.T. Roof AOOie C.T. -132 # 1.745 # 369 # -132 # 1.745 # 369 # Tot.aI 2.082 # 1.169 # 991 # (Tension) 2.169 # (Compression) 1.178 # (Tension) IlAAREU. L CARMAN. P.E. Prefed Name: WALTER - T SllllICI1.OW. O\I.ruIATIONi Job No. 05-12 Pag 3 01 3 SIMPlY SUPPO/{ff.[) X ROOF FLOOR CANTllE.VERED (psI) (psi) DEAD LQI\O : 20.0 10.0 IN[ LQI\O : 30.0 40.0 TOTAL LQI\O: 50.0 50.0 -lIS 199 -199 lIS '.. . .. . . -.. ... . . . . ... .. .. . . . 200 loW .. 93 -I . . ... .. 1.00 1.00 . -6 . . . . . 200 lPC.' II .. .. . ... . . . . . .. . .. . .. .. .. -B .432 ...... . . . .... . . .... Proposed Member : .. ., 2x12... ...... . . . . . .... .. . C.V1ember LocaUon : Bonus Room Floor JmIs I LL Type (FL, SL, WI.. EQ) : Slmpe span Length (L): 24.00 Il LOAD TYPE ROOF I FLOOR (R <r F) ..,..@,*,~~,,, "".'iW',';df..<x8Pc :::ttf" )ro::' -, 'W~ ~....W:.t<<<,'>.tr, ..,. W%%BMW'''W.\. is}A%,'1$.:ttWJjg M x p PANEL WIDTH alXa atXb (Il) (#Il) END MOMENT (a) END MOMENT (b) POINT LOADS Rw Rw R R OISTRIB. LOADS DL (AIUc) FDL FL (Aocr) F OL (AtUc) FDL C ~ND REACllONS / SHEAR VALUES <------- X ------> (P~nt Loads) ~ P ,--,",", t Xa Xb RI (Olslrlbuled Loads. WI <------------------- L ---- t Rl -> ADowabIe Shear. Yo: ADCM3bIe IlencDng. Mu: Delleenon Coelldenl. EI: Delleenon Fa:la' : ADCM3bIe DellectJon. 00Iax: Load DUI'3Uoo Factor. Cd: RepeUUVe Member Fa:la'. Cr: LOA 0 DIAGRAM M:ulmum Shear = 96 Shear Stress = 132# 1296 Maxlmum Moment = l" ......- . I . - Oefledlon at A and B = I Defiedlon at MJdspan = I 96 Defiedlon = 1 I 1.726#1l 7596 Va (=R1) (#) Vb (=-Rl) (#) 1.069# 2.307 # Il 28S m#1n1n L/480 0.60 In ].00 1.00 SIZe of Member : 0.071 In 0.01 In 296 2x12 DR #2 (OK) DARRELL L. CARMAN, P.E. Prefed Name : WALTER - T STRlJCTURAL O\I.ruIATIONS Job No. 05-]2 Pag 4 cI 85 CMember LocaUon : CoIIa'Tlm Rafters I SL 12112 8.31 n o.oon SIMPLY SUPI'OKTED ROOF FLOOR COllAR TIED X (pst) (psi) DEAD LQI\O : 20.0 10.0 UVE LQ.\J) : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 LL Tjpe (FL SL, WI.. EQ): RooI Pitch (3Ib) : Rafter Span (L): Collar Tie Ht ( h) : SIN (a) : 0.707 cas (b): 0.707 LOAD TYPE ROOF I FLOOR (R (J' F) ~{I_tY4 ;giJ;wA'&1\Wiii &,t~h%~.}i~rM x P EXITNT OF LQ.\J) Xa Xb (ft) (ft) PANEl WIDTH 31 Xa 31 Xb (ft) Va (=Ra) (#) !'OINT LQ.\J)S Rw 914 (#) f D1STR1B. LOADS RL R .. ... . . . .. .. . .. &3 1.00 ~ 831 . .... . . . . . . ... . . . , .. .. . .. .. 1.745 ..... . . . . .... ...... -- Use ( 7 ) 16c1~ C END REACllONS / SHEAR VALUES I FLOOR JOIST THRUST REACllON MEMBER AXIAL LOAD I 0.001 9911 l M3 (#Il) -4 ... . . . ... . ... .. . . . -& .... :::1.: IlAAREU. L. CARMAN. P.E. PrC1ed .Name : CMember LocaUon : LL Type (FL, SL, WI.. EQ) : Slope Length ( L' ) : Collar TIe Ht ( h) : WALTER - T STRUCJ1.IJW. O\I.ruIATIONS Job No. 0>-12 Pag 5 or 85 SIMPLY SlJPPORTID X ROOF FlOOR CANf\lE.VERED (psI) (pst) NORMAl DEAD LQI\O : 10.0 5.0 NORMAL UVE lO'\D : 15.0 20.0 NORMAl TOTAL LQI\O : 25.0 25.0 CdIlI'Tled Rafters I (Loads Nama! to 5qle AxIs) SL 11.76 It 0.00 It Roof PItch ( 3ib ) : 12112 LOAD TYPE ROOf I M X P EXITNT OF lO'\D PANEL WIDTH Va Vb FLOOR Xa Xb at Xa at Xb (=Ra) (=-Rb) (R <r F) (#Il) (ft) (#) (ft) (ft) (ft) (ft) (#) (#) END MOMENT (a) END MOMENT (b) -\35 -\35 POINT LOADS 7 0 Rw 240 DISTRIB. LOADS RL R 11.76 200 200 C ~ND REAcrlONS / SHEAR VALUES . .. . . . ... . <_m____ X --------> (Paint Loads) ~ P 1111 I IIMllliJI III II t Xa Xb t Ra (D1sb1buted Loads. WI Rb <------------------------- L ---------> LOAD DIAGRAM Max Shear = ReQUIred A = Actual A = Max Moment = RfQUlred S = , Actual S = C 'Jen at Cand D = Allow LL Den = I ReQUIred I = I Actual I = I I Proposed Member Grade : Df-L #2 DF-L #1 Glu-Lam MIcrollinn LVI. ParaII3II1 PSL ... . . .. . Mln Depth Re~ (In) Proposed Member Nom. W1d1h: MaxImum Proposed Depth : Fv A1ICMGb1e Shear : Fb A1ICMGb1e 8endJng : E ModLdus of E1asUdty : tJ. DeIledJon Umlt : Cd I.aad DlIl3Ilm Fact<r : 1.099# 15.1 lIT 16.9 IIf 10.06 1.583 # It 18.911r 31.6 In' 8.69 294 -294 ..... . .. .... . 0 .... .... . ~i . 1.0 . . . ..... . ...... . . .. .... . . 0 .. 0 ...... . 0 .. .. .... . . .... .... o . . .... . ... . .. .. . ...... . . .... 21n 12 In 95 psi 87SpsI 1.600.000 psi L/360 1.15 Size of Member : 2 x U 0.071 In 0.391n 36.2 In' 17&0 In' Df.L #2 6.61 IlAAREU. L. CARMAN, P.E. PrC1ed Name: WLTER - T STRlJCIURAL O\I.ruIATIONi lob No. 0>-12 Page 6 or 85 CVlember LocaUon : Illn1s Ram fJOlr 1m! He3Ier I RL ~ Rf @ ;, T~ ,0 I I 1'-0' .... . . . . 8'-33/4' 5'-P" 7-4VI 13'-6JIl :u:..u ..... . 8~33/4' 5'-']314' . . . . .. .. . Determlne Reaclloos and Member Stresses ~ the Iretln:I or conslstant dIsp1acEmenls. ...... . . .. ...... . . .. .. Note that Hr = -He since they are the only ha1zonIaI fm:es In the system Note that the vertk:3l deflecUon at Pant A must be fQ!J3Ilo the verucal COIIIJXI1ent d the deIlecllat at PoInt C. Slmulraneous!y, the values d He must be eQ.ualln both the left and rtght spans or the rod ~ ..... . . ..... ..... . . . ...... .. . . . .. . ...... . . . ...... .. . ...... .... . . . . . .. .. .. . .... . . .... . . . .... .... . ...... ... . . . . . .... .. . Find. ~ succeslve appraxlmauons, the values of Rw. the tension readlon In the waI] studs, and Yr, the verucal readlon 31 the rtdge, such IhalllC(vertlcal) = M an:! thrusts He are the same In bah the Left an:! RIght Sf'lrlS. Final TrIal Rw = Final Trtal Vr = SUMMARY Of RESUlTING REACllONS 902 # (e) 112 # Deflecllon al A = Deflecllon at C = C I He(LeftSpm) = I He (RighI Span) = I I Roof OVerhang 100# 261# Roof 186# fIoor 52# 52# 0.0337 In 0.0337 In R1= R2= Rf= He = Hr= 481# 296.2 # Cf) 296.2 # Cf) Total 339# 314# 481# 296#Cf) -296 # (e) DARRELL L. CARMAN. P.E. PrOfed Name: C;\Ilember LocaUon : LL Type (FL. SL. Wi. EQ) : R.ooI PItch (M>) : Rafter Span (L): Collar TIe Ht ( h ) : LOAD TYPE ROOf I fLOOR (R ()' F) POINT LOADS PI (Vr) P2 (Rw) D1STR1B. LOADS WI (Rod) C.., ) WLTER- T SIRlJCI1JIW. CAlDJIATIONi Job No. 0>-12 Pag 7 d 85 Ilom> Roan fl3lJle 2 (Left !>pan) SL 12/ 12 12.00ft 8.31 ft SIMPLYSLIPPORJED ROOF FLOOR COLlAR TIED X (pst) (pst) DEADLQI\O: 20.0 10.0 I.JVE LQI\O : 30.0 40.0 TOTAL LQI\O: 50.0 50.0 SIN (3) : 0.707 cas (b): 0.707 x P EXTENT OF lO'\D Xa Xb (ft) PANEL WIDTH 31 Xa 31 X b (ft) (#) R F R 12.00 200 200 END REACllONS I SHEAR VAlUES . Va Ma (=Ra) (#) (#Il) -111 l.34l -rol 4,71f 1.300 -7.1S0 ... . . ... . ... . . . . ... . .. . " .~ -r.tJ'l . . .. . . . . .. .. . . . . . 296 . . ~:(:~~:) I.~lt: . . .. .. :.~: .. . .... . . . .... COLlAR TIE TIlRllST REACllON. He MEMBERAXIAL LOAD ( ...... . . .. .. .... . . .... . ... . .. .. . ...... . . ". ... IlAAREU. L. O\RMAN. P.E. Prefed Name: CMember LocaUon : LL Type (FI. SL WL, EQ) : Slope Length ( L' ) : Collar Tie Ht ( h ) : LOAD '/WE END MOMENT (a) END MOMENT (b) POINT LOADS PI (Vr) P2 (Rw) D]STRIB. LOADS WI (Rod) WLTER - T Bau Roan FI3IIIe 2 (Left span) ( Loods Nama! to Slope AllIs ) Sl 16.97ft 8.31 ft Roof Pitch (3'b) : 11/12 ROOF / FLOOR (R (l' F) ~'%'%?i{~}1-':<W o"/iJ",,,diJf!fA fft/,WlJi%'wttJ: $lli',l~:;.'>l",=,;{i;w Thrust R F M x P R I C ~ND REACllONS / SHEAR VALUES <------ X ------> (POInt Loods) ~ P 11111111111111111111111111 t Xa Xb t Rb Ra (D1sb1!Ued loa:Is. WI <-------------------- L ---- LOAD MaxShear = ReQuired A = Actual A = Max Moment = ~red S = Actual S = (- -l\IIow DefiOCUon = I "-- tl.eQ.ulred I = I Actual I = > DIAGRAM MJn Depth ReQ;I (In) 209# 3311T 16.9 IIf 1.20 8.900 # In 10.2 lIT 31.6 In' 638 0.85 In 10.0 In' 178.0 In' (LIe = 0.034. ) 4.31 SIRUCIURAl O\I.ruIATIONS Job No. 0>-12 Pag 8 of 85 SIMPLYSUPPOIm:D X ROOF FLOOR CANTllE.VERED (pst) (psI) NORMAl DEAD LQI\O : 10.0 5.0 NORMAl UVE LOAD : 15,0 20.0 NORMAl TOTAL LQI\O : 25.0 25.0 EXITNT OF LQI\O Xa Xb (ft) PANEL WIDTH a1Xa atXb (ft) (ft) -1.41 1.00 1.00 . . . . . .. .. . Pr~ Member Grade : DF-L #2 . j( . . DF-L #1 .. .. Gh..l.3m .. .. MJaoUam LV!. .. .. ParaII3m PSL Pr~ Member Nom Width : MaxImum Proposed Depth : fv A/ICMQbJe Shear : Fb AIICMQbJe Bemlng : E Moditus of Elastldry : t. DeIlOCUOll limit: Cd Load Dura\lm F:!l:ta- : Va, Vb (=-Rb) (#) (=Ra) (#) -360 498 -42/ ... . . ... . . . ... . .. . . ...... .. .. ...... .. . ...._115.0.-.'.....~.. .w... ,.:, ::-". '..'.1 . . .,. ;... .. ell = :tl2s~.<~'~ ;:~l.. M Di.~:~:,;:~~:\:~;;:~ :'1 . 1.4.........~l.... .... . ... . .. .. . ...... . . .... 2h1 11h1 9SpsI 87SpsI L600.ooo psi L/240 1.00 Match En! DeIlocuons WltIr FL Joist Header 2 SlzeofMember : 2 x 8 Use2X/2 DF-l 112 IlAAREU. L CARMAN. P.L Projed Name: C.V1ember LocaUon : WLTER- T 8lnI> Roan frame 2 (Rlglt Spm) LL Type (FL. S1.. WI.. EQ) : Roof PItch (3ib) : Railer Span (L) : Collar Tie Ht ( h ) : SL 12/ 12 3.69 ft O.OOIl SIN (a) : 0.707 COS (b) : 0.707 LOAD TYPE ROOf I FLOOR (R (J' F) x P 1ft) (#) POINT LOADS PI (Vr) DISTRIB. LOADS WI (Rod) c: END REACllONS I SHEAR VALUES COLLAR TIE THRUST REACllON. He 0.00 296 MEMBER AXIAL LOAD :~trA~\i~}1V (/ I I SllllJCTURAL O\I.ruIATIONS Job No. 0>-12 Pag 9 01 85 SIMPLY SUPPORITD ROOF FLOOR COLlAR TIED X (pst) (pst) DEAD LQI\O : 20.0 10.0 LM LQI\O : 30.0 40.0 TOTAL LQI\O: 50.0 50.0 PANEL WlUIH at Xa at Xb (ft) 1ft) Va M3 I=RI) (#) (#Il) 111 -411 365 -6BlJ ... . . ... ... . . . . .., .. . . .. .481 -~ . EXITNT OF lOAD Xa Xb (ft) (ft) . . .. . . . .. . . . . ~~':I ~ 1'0~: .. .. . . .. ..;,.: .. ~. .... . . . .... ...... . . .... ...... . . .. .. .... . . .... . ... . .. .. . IlAAREU. L CARMAN, P.E PrDled Name: WLTER- T SllllJCTURAL O\I.ruIATIONi lob No. 05-12 Pag 10 of 85 C.l<lemter LocaUon : Boru; Roan Frame 2 (R1gJt Spml ( Loods Nam:d to Slope NIs ) SIMPLY SUPPORTED X ROOF FLOOR CANTllE.VERED (pst) (pst) NORMAl DEAD LOAD : 10.0 5.0 NORMAl UVE LQI\O : 15.0 20.0 NORMAl TOTAL LOAD : 25.0 25.0 LL Type (FL, SL, WI.. EQ) : Sl Slope Length ( L' ) : 5.21 ft Collar TIe Ht (h) : 0.00 ft Roof Pitch (3ib) : 12/ 12 LOAD TIPE M X P EXITNT OF LQI\O PANEL WIDTH Va Vb Xa Xb at Xa at Xb (=Ra) (=-Rb) (Il) (ft) (ft) (#) (#) END MOMENT (a) END MOMENT (b) INT LQI\OS 20 0 PI (Hr) -7 D1STR1B. LOADS WI (Roel) R C:~ND REACllONS / SHEAR VALUES <------- X --------> (Point Loads) ~ p 1I111111111111111111111111 t Xa Xb Ra (Olsb11:XJled Loa:Is, WI t Rb 5.21 1.00 1.00 130 -\30 ... . .. . . ... . . .. .. . 2,~ . . . . ...... PIqx>sed Member Grade : . . . . ...... .. . OF-L #2 . )( . .... ...... . . . . . . . .. .. DF-L #1 .. . .. . . .... . GIIH.am . .. .. -... . . . .... MJaollam LVI. .. .. .... ...... . ... . . . . . .... ParaIJam PSL .. . PIqx>sed Member Nom WIdth : 21n M3Xlmum Proposed Depth : 12h1 Fv A1IW13ble Shear : 9SpsI Fb AIlWl3ble BeOOIng : 87SpsI E Modullll of EIasUdty : 1.600.000 psi tJ. Defledton Umlt : L/240 Cd Load Duratlm facta- : I.IS <------------------------ L ------------> LOAD DIAGRAM M1n Depth ~ (In) Max Shear = ReQ.U1red A = Actual A = 340# 4.7 lIT 53 lIT 3.11 Max Moment = ReQ.U1red S = Actual S = 2.000 # In 2.0 In' 3.1 In' 285 Size of Member : 2 x 4 llie2x12 DF-L #2 C. Allow OenecUon = ...' ReQ.U1red I = Actual I = 0.26 In 2.0 lIT 5.4 lIT 252 END MOMENT (a) ND MOMENT (b) POINT LOADS PI (Floa) F P2 (Attlc) FDL P3 (Floor) f P4 (Attic) FDL D1STR1B. LOADS PS (Rwj . R P6 (Rwj · R Ie I END REACllONS I SHEAR VALUES I I I <-------- x -------> (Point Loa:Is) ~ P 11111111111111111111111111 f Xa Xb Ra (Dlslrlbuted loads, WI <----------------------- L llARRELL L. CARMAN, P.E. PrC1ed Name: C"'emrer Location: LL Type (FL SL WI.. EQ) : Sbnpe Span Length (l): LOAD TYPE WLTER - T SllllJCTURAL O\I.ruIATIONS Job No. 0>-]2 Pag II of 85 8ln5 Roan FIcu last He3Ier I SL SIMPLYSLIPPORrED X ROOF fLOOR CANTllE.VERED (pst') (pst') DEAD LQI\O : 20.0 10.0 UVE LQI\O : 30.0 40.( TOTAL LQI\O: 50.0 50.0 6.ooll ROOF I FLOOR (R a F) Va Vb (=Ra) (=-Rb) (#) (#) 451 -226 35 -] llt -451 17 -35 .. 601 --\OJ ... . .3PI . -001 0 . .. .... . . L~ -1.631 . .. . M x P EXITNT OF lO'\D Xa Xb (ft) (ft) PANEL WIDTH 3lXa 3lXb (ft) (ft) (#It) (ft) (#) t~.fA!JW!If!!ti{{ll4~w :;W~WI!fi,iW/fJ{, .""~~\t~,~W~,M~,,.; ,,,A!fitNlt,,-,ft,~, """;'!iiiiC'''''''' '''''''W/N''''/;% !~~::fr{gti~lf4 :E1t~_ .. 1.00 4.00 .. . .. . 0" . .. ... . . ... . .. . . ... . .. . .. ...... . . Pr~ Member NomImI W1dl1fan:l Gra:If,;.. ...... . 2 h1 DF-L #2 " 121a fIIII(.......h .. .. ~. .... o . . .... ...... . . .... f Rb . ... . .. .. . > LOAD DIAGRAM Max Shear = ReQUIred A = Actual A = - Max Moment = ReQUIred S = ActualS = K- Allow Deflecuon = I ReQUIred I = I Actual I = MJn Depth ~ (In) Fv Allo.valie Shear : fb A1lo.va1ie BeOOIng : E Modulus or E1asUdty : I!. Dellecuon Umlt : Cd Load Duratlm Facta : 9Spsl 87Spsl 1.6 m-psl L/24O 1.15 1.631 # 124 liT ~.8Irr 7A7 41.100 # In 39.5 In' 63.3 lIT Matd1 End Dellecuons WIth: No. dMembers: SIZe 01 Member : 8.89 B. Rm. Frame 2 ( 2 ) 2 x 10 Use(2) 2xl1 DH#2 0.30 In 45.0 In' 356.0 In' (& = 0.0340) S.6S DARRELL L CARMAN, P.E ProJed Name : WALlIR-T STRllCJURAI. O\I.ruIA1lOlIli Job No. 0>-12 Page 12 of 85 . . PIqlosed Member Noot~\A<1dtO and ~~. .. . IlnDF-L #2 ..:..: Uln am. dqth .... .. .e .... . . . .... .... lei I I I I ! Member LocaUon : Dcmu RaIla- Healer 3 Ll Type (FL SL WI.. EQ) : SL SIMPlY SUPPORJID CANflIMRED DEAD LQI\O : liVE LQI\O : TOTAL LQIID : Slmpe Span Length (L): 5.ooll LOAD TYPE ROOF / FLOOR (R a f) M x P EXfENT Of LQI\O Xa Xb (ft) PANEL Mum at Xa at Xb (ft) o (#Il) (ft) END MOMENT (a) END MOMENT (b) POIN[ LQllDS PI R P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACllONS / SHEAR VALUES ... . . . .... . <------ X --------> (Pdnt Loa:ls) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb'11:XJled Loads. WI <----------------- L t Rb ...... . . .. .. > X ROOF FLOOR Va Vb (=Ra) (=-Rb) (#) (#) 24] -241 ... . .... ... . . ... .. . . 211 '-!f . . . .. . . . .. . . .... .. . . .. .. . ... . " .. . ...... . . .... LOAD DIAGRAM MJn Depth ~~ (In) Fv Allo.vable Shear : 9'5 psi I Max Shear = 241# fb AIlOMl!Jle ~: 87SpsI I ReQ,utred A = 33 In' E Modulus ofElasUdty: 1.6 m-psI I Actual A = 16.9 In' 2.20 11 DelJecuon Umlt : L/240 I Cd load Duralloo FacIa : 1.15 I Max Moment = 7.200 # In I ReQ,utred S = 6.5 lIT I Actual S = 31.61rt 5.10 t, Size or Member : 1 J: 6 Allow Denecuon = O.2Sln Use 2x 12 ReQ!Jlred I = 5.41rt D~L #2 Actual I = 17&0 Irt 3.51 DARRELL L CARMAN. P.E. Prcject Name: o Member locaUon: WAl.TER-T SIlltICI1J1W. CALallATION5 Job No. ()s'12 PaSt B d as IlIln1s \loom FI'3IIE 1 ( ExIma' JJBis ani RaIIom ) !;t .. ..... . . ..... .... . . .... . .. ROOF ... . 1i.{J '.{J D . 'L . .T ... .. 0 S'.3'" 7_ .# 31f r.a 24.{J SlrnpleS",,"l~ (ll: 21.00 It LOAD TYPE ROOF I M X P FLOOR (R a F) END MOMENT (a) END MOMENT (h) /'DINr lOA.DS Pa F Ph F pf R DISIRIB. LOADS WI (Rod) R W2 (Rod) R W3 (AlUe) FDl W4 (Floor) F MjAtlle) F END REACTIONS I SHEAR VAlUES C PANEL WIDTH a1Xa a1Xb (ll) .... . . . .... ...... . . .... ...... . . .. ...... . . .. ...... . . .. .. ..:RI -N' " .. . ... . . (#) "(n)' 26S -74 7~ -26S 83 -\S8 L\S8 -511 15] -1.203 93 -II 67J -4>7J 28 -m 2.631 -3.131 . . DARRELL I.. CARMAN. P.E. Project Name: o Member LocaUon: 10 ;'" ~~ I I I I I WAI. TER- T STRI.ICIlJ1W. CALCUlATIONS Job No. 0S-12 Page KdllS IIorm Room FI3IIE 1 ( Member fmEs ) . T~ G]:a 8'-3"" 3'..ff1" ~ }'4' :r r..()' UJ EXTERNAL LOADS AND REACTIONS Pa: 339# Pb: 339# PI: 241# Rl : 2.631 # R2 : 3,131 # v FbfID 3'..ff1( 6 ( . 8-3"" 5'-P" . . .!iT: 4'..()' UNIFORM LOADS 1- F (Roof) 200xSO : F - 2(RooI) 350 x 50 : I-A(AWc) 2.00 x 10 : A-B(Floor) 2.00xSO: B-2 [Aoa) l,ooxSO: ...... . . .. 100.0 pIf 17S.0plf ZO.O pII 100.0 plI 50.0 plI .. .-.reF .. .. (p<l) D ZOo L 30. T 50. LEFT SIDE STATIC LOAD E~T10NS LFJ : 2.631 -339 - [13.(0) (100.0) V+Vr: 211# - (5,23) (ZO.O) - (6.m (100.0) -Vr -V : 0 RIGHr SIDE STATIC LOAD EQUATIONS LFJ : 3,131 -339 -241 - (5.23) (SO.O) +Vr +V : 0 V+Vr: 211# .' - (6.m (100.0) - (8.31) (175.0) - (3.69) (100.0) .. ib ,;, Ii <0 .... . .. .. . . . ...... . .... . .. .. . ..... . . ..... ...... . . .. ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... IlAAREU. L. CARMAN. P.E. PrC1ect Name : WALTER - T Sl1llJCJURAL O\I.ruIATIONS lob No. 0>-12 Pag 14.1 of 85 C.VIember locaUon : Iloms Roan FIoorIRat Frame 4 10 I I I 8'-33'" _23/4 1-4'0 13'-fjVI 24'-0' 8'-3>'" 5'-23/t 1'-0' 1;-0' Detennh1e ReacIJms and Member Stresses J:y the method of oonslstant. d1sJhrene'nts. Simp/I!)' by addJng pf to Pdnt E and USIng 36" IrIbutaJy 1Mdth througIwt to balanre loads. ~ " ..... .... . . " . .... ..... . . . . . ...... o. . . . ...... .. . ...... . . . . ...... .. . . . ...... . . . .... .. . . . . . . .. .. ...... .. " .... '-0' . . . .. . ...... .... . . . .... . . .... .. .. ...... . ... . . . . . .... .. . Ncte thai the vertical denecUon at Pdnts A and B II1U>t be fQ!DI to Ire vertical Cl:lIJ1llftnl d the dellecUon at PdnIs C an:! D. Find. J:y su::eeslve ap~Cl1<1m3Uons. the value d Rw. the tenslm reaction In Ire \\1311 stu1s, such that tJC(vertlcal) = M. Fln3l Trial Rw = 48 /I DenecUon at A and B = DenecUon at C an:! D = Asswnrl PdIt Loads Pe=pf= Pa=Pb= 0.0098 In 0.0098 In I I ( Roof OVerhang 100# 188# SUMMARY OF RESULTING REACllONS Floor Roof BebvC.T. RoofAlxNeC.T. 1.463 # 1536 # 369 # 1.464 # 1.536 # 369 # R1= R2= H= He = Hr= 241# 339# TctaI 3.468 # 3556# 89S # rr ensIon) 1.856 # (Compression) 962 # rr ensIon) IlAAREU. L CARMAN. P.E. Prefed Name : WALTER - T SJIlUCIl.IRAL O\I.ruIATIONi Job No. 05-]2 Pag ]4.2 d 3 SIMPlY StJPPORfED X ROOf FlOOR CANf\lE.VERED (pst) DEAD LQI\O : 20. 10.0 INE lO'\D : 30.0 40. TOTAL LQI\O : 50.0 50.0 P PANEL WIDTH Va Vb at Xa at Xb (=R1) (=-R2) (#) 1ft) (#) (#) 5.23 -3.00 . . o. . 24.00 3.00 . . . o. 24.00 -3.e8 .. . . . . . . 01.463 . '" .. o. . . . . . . .. .. ":r1~ .. . Proposed Member : 1.75 x 14 .... .. . . ...... .... . . . .... . . .... .. .. ...... . ... . 0 0 . . .... .. . CMember LocaUon : Baui Rolm floor Jmsls 4 LL Type (FL SL WI.. EQ) : Slmjie span Length (L): 24.001l LOAD TYPE M x (#Il) (ft) END MOMENT (a) END MOMENT (b) PoINT LOADS Rw R Rw R Pa f Pb f DISTRIB. LOADS OL (Atue) FLL FL (Acxr) f OJ. (Atue) FLL () END REAOlONS I SHEAR VALUES <--- X -----> (Pant lmls) ! P 1IIIIIIIIIIllilliJIIIIIIII t Xa Xb RI (Olsb1OOled Lmls. WI <---------------- L ------ t R2 ADowabIe Shear. VII: ADowabIe Ilen:lIJJs. MIl: Deftecuon Olel\cIeIt. E1: DeDecuon facta : ADowabIe DeIlectJon 0013X: Load DlB3l.Im facta. Cd: RqleIIlIve Member Facta. Cr: SIze Factor. a: > LOAO OIAGRAM Maximum Shear = 96 Shear Stress = 1.464# 1696 Maximum Moment = 96 Ben:llngStress = 10.567 # Il 4496 -38 -10 4.655 # 11.386 # Il 720m#h11n L/360 0.80 In ].00 1.00 0.98 Ie Oenecuon at A and B = I, Oenecuon at MIdspan = 96 Oenecuon = I I I I Nn d Members : SIze or Member : 0.010 h1 O.S7ln 7196 ( 1 ) IJ5 x 14 MIadbm (OK) IlAAREU. L. CARMAN. P.E. Projed Name : WALTER - T SI1llJCTUIW. 0\I.ruIA1TON5 Job No. 05-]2 Page 143 of 85 CMember LocaUon : CoII3' Tied RaIlers 4 5L 12/ 12 831ft O.ooft SIMPLY SlIPI'OKTID ROOF FlOOR COLLAR TIED X (pst) (pst) DEAD LQI\O : 20.0 10.0 IN[ lO'\D : 30.0 4O.C TOTAL LQI\O : 50.0 50.0 LL Type (FL. SL WI.. EQ) : RooI Pilch (3I1J): Rafter Span (L): Collar TIe HI ( h ) : SIN (a): 0.707 COS (b): 0.707 LOAD TYPE PANEL WIDTH at Xa at Xb (ft) x P (ft) (#) INT lOADS Rw pf f R D1STR1B. LOADS Rl R 8.3 3.00 3.OQ . . . . . c) I END REACllONS/SHFAR VALUES .. ... . . . . .. . Va I=Ra) (#) M3 (#Il) 241 -25 -2.003 . 'I I 0.001 i . " .. . Use "(: 1. ~ 16<1 NAILS IFLooR JOIST THRlIST REACTlON MEMBER AXIAL LOAD ...... . . .. .. - C I I I I , I .... . . .... . ... . .. .. . ...... . . .... IlAAREU. L. CARMAN. P.E. Prefed Name : CMember LocaUon : LL Type (F1.. SI. WI.. EQ) : Slope Length ( L' ) : Collar Tie HI ( h ) : WALTER - T STIlUCJ1JRAL O\I.ruIATIONi Job No. 0>-12 Pag 14.4 d 85 SIMPlY SllPPOIUED X ROOF FLOOR CANf\lE.VERED (psf) (pst) NORMAl DEAD LQI\O : 10'< 5.0 NORMAl LIVE lO'\D : IS.O 20.0 NORMAl TOTAL LQI\O : 25.0 25.0 CdI3' Tied Itdtfts 4 (Loads Nama! to Slope AxIs) SL 11.76 ft 0.00 ft RoofPltch (3Ib): 121 12 LOAD TYPE ROOF I M X P EXITNT OF lO'\D PANEL WIDTH Va Vb flOOR Xa Xb at Xa at Xb (=Ra) (=-Rb) (R a F) (#Il) (ft) (#) (ft) (ft) 1ft) (ft) 1#) (#) END MOMENT (a) END MOMENT (bl INT LQI\OS 6 Rw 13 -21 PI -170 D1STR1B. LOADS Rl R 3.00 3.00 . .. . . . .. .. c:> '.' END REAcnONS I SHEAR VALUES . <------- X --------> (Pant I.oods) i p 1IIIIIIUIJIIIIIIIIIIlII11 t Xa Xb Ra (Olsb1buted Loa:ls. WI <----------------------- L - LOAD DIAGRAM Proposed Member Grade : DF-L #2 OF-L #l GIll-lam MlaoIIam LVI. P3r3Ibm PSL . . . .. . ...... . . Max Shear = ReQUIred A = Actual A = Max Moment = ReQUIred S = Ac1ua1S = C--- 'JeO at C an:! 0 = .- Allow DeOecUon = ReQUIred I = Actual I = ..", .. .. t Rb > Mln Depth ReQ:I (In) Proposed Member Nom. Wldh : M3ldDnDn Proposed Depth : fv A1IQ\13b1eShear: Fb AIIQ\13b1e Ben:IIng : E Mo<Mus or E1asl1dty : /). DeIlecUon Umlt : Cd Lood DIlIdI1m f3da : 1.009 # 13.91If 33.8 IIf 4.62 942#ft 11.2 rrr 63.3 In' 4.74 441 ~ . . '" ... . . . . ... .. .. . . . . . ... .. . . '.009 . .... .. . . . . . .. .. .. . .... . . .... . . . .... .... . ... ...... . . . . . . ... .. . 21n ]2 In 9.ipsl 87SpsI 1.600.000 psi L/240 LIS SIZe or Member : 0.010 In 0.59 In 21.9111' 356.0 In' 2 x 10 Use (2) 2x 11 Df-/. #2 4.44 DARRELL L CARMAN, P.E. Prefed Name : WALTER - T SllllJCTURAL O\I.ruIATIONi Job No. 0>-]1 Pag IS d as CMember LocaUon : CdI3' TIed Raftm 4 LL Type (F1.. S1.. WI.. EQ) : Roof Pilch (3Ib) : Rafter Span (L): Collar TIe Ht ( h) : SL 12111 8.31 It 0.00 It SIN (a) : 0.707 cas (b) : 0.707 SIMPlY SlIPPORIID ROOf FLOOR COLLAR TIED X (psi) (psi) DEAD LQI\O : 20.0 10.0 INE lO'\D : 30.0 40.0 TOTALLOAD: 50.0 50.0 POINT LQI\OS Rw Pf F R x P EXITNT OF lO'\D Xa Xb (#) 1ft) (ft) (ft) Va (=Ra) (#) M3 LOAD TYPE ROOF I FLOOR (R a f) ''''''. ".>.<0...".m~'" '..,,, """fi ,. :!- .<<..&iA~i<t1 !1\tS%Wl\fA%'~ &/&14%"3$J/#, (ft) (#Il) 241 -251 -2.003 D1STR1B. LOADS RL R I 0.001 1 8.31 3.00 3.OQ 1.24 . .. . . ... . . . . . . .. .. . " . . . . '1,536 .. . .. . . . . . .. .. , ---. .. . Use (".7. .) 16d NAIIS -.-1.. ...... .... . . . .... . . .... .. .. ...... . '" . . . . . .... .. . C END REACTIONS I SHFAR VALUES I FLOOR JOIST THRUST REACllON MEMBER AXIAl. LOAD -. C IlAAREU.l. CARMAN. P.E. Prefed Name: CMernber LocaUon : LL Type (FL. SL. WI.. EQ) : Slope Length ( L' ) : Collar TIe Ht (h): WALTER - T SIllllCTURAL O\I.ruIATIONS Job No. 05-]2 Pag 16 of 85 CdI3' TIed RaIlers 4 (Lmds Nama! to Sklpe AxIs) SIMPLY SlJPPOKIID X ROOF FlOOR CANf\lE.VERED (psi) (psi) NORMAL DEAD lOAD : 10.0 5.C NORMAL UVE LQI\O : IS.C 20.0 NORMAL TOTAL LQI\O : 25.0 25.0 SL 11.76 It 0.00 It Roof PItch I 3ib ) : 12112 LOAD TYPE ROOF I M X P EXITNT OF lOAD PANEl WIDTH Va Vb flOOR Xa Xb at Xa at Xb (=Ra) (=-Rb) (R II f) (#Il) (ft) 1ft) (ft) (ft) (#) (It) END MOMENT (a) t~lhi$1~lt~~ $.,. _/'h_:,_:ttWl END MOMENT (b) ~tWllt_W# Wfik~,\' ,dJ!... POINT LOADS Tluust 6 0 Rw F B -21 PC R -170 D1STR1B. LOADS RL R 3.00 3.00 441 -'14 .. .. . . . .. .. .. . . . .. ... . .. .. . . . . . ... .. . . . . r.OO9 -l . . . .. . .. . . . . . . .. .. ...... .. . Proposed Meml:er Grade : .... . . . . Df-L #2 .. ~ .... . . . ."fO. .. .... Df-L #1 . ... :..... . . . . .. . .... Glu-I.am MJcrollam LVI. ParaIIam PSL Proposed Member Nom Width: 21n MOOmtun Proposed Deplh : 12 In fv NIQ\QJie Shear : 9Spsl Fb A11Q\QJie BeniIng : 87Spsl E Modulus or Elasttd~ : 1.600.000 psl Ii De/lecuon limit: L/240 Cd LoadDuraI1ro Facta: l.1S c) END REAcnONS / SHEAR VALUES <------ X -----> (Pant I.oods) ~ p 111lIll1lll1llliI1 t X~ Xb t Ra (Dlsb100ted Loods. WI Rb <---------------------- L -----------> LOAD DIAGRAM Max Shear = ReQUIred A = AdU31 A = Max Moment = ReQUIred S = AdU31 S = (''Jefl at C an:! D = . Allow DeOecuon = ReQUIred I = AdU31 I = Mln Depth ReQ:l (In) 1.009# 13.911f 33.8 IIf 4.62 942#1t 11.2 lit 633 In' 4.74 0.010 In 0.59 In 21.9 In' 356.0 In' SIZe of Member : 2 x 10 Use (2) 2x 12 Df-L #2 4.44 DARRELl L. CARMAN, P.E. ProJect Name: o Memrer LocaUon : I I I I I I I o C I I END MOMENT (a) END MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACTIONS / SHEAR VALUES Memrer LocaUon : t:iaI3g Dol:r Healb S ( Floor Loads ) M X LL T)pe (FL SL WI.. EQ) : Slmple Span Length (L): LOAD TYPE LOAD WE ROOF / FLOOR (R (J' f) ) \'''''''?''''''''iR%' END MOMENT (a i.tnWi1iiMilif!ffi~, END MOMENT (b) 11\~::{iW!)$\~:I POINT LOADS PI F P2 F P3 F P4 F DISTRIB. LOADS WI F W2 F W3 F W4 END REACllONS / SHEAR VAlUES WALTER- T STRIJCIURAL O\I.ruIATIONS Job No. 05-12 Page 17 or as t:iaI3g Dol:r Healb 5 ( Rod Loads ) SL SIMPlY SUPPOKIID X ROOF FLOOR CANTlLEVERED (psi) (psi) DEAD LQI\O : 20.( 10.0 iN[ LQI\O : 30.0 40.0 TOTAL LOAD : 50.0 50.0 16.50 Il M X P PANEL WID1H alXa alXb (ft) (ft) Va (=Ra) (#) Vb (=-Rb) (#) R R R R 2.504 -6S 1.570 94' -L622 B -2.556 0.42 6.4 -89 6.4 10.4 -I. .. . .. .. 10.4 16.4 ... ... . . .. -7,03 .. . . . . ...... . . . .... . . .. . . . . .. .. .. . . . .. P PANEL WIDTH" . . Va Vb. . at Xa al ...... . (~Mr. (= -RI1). .. . . .... (117 . (Ii) (# .. .. . . .. . .. R R R (#ft) 1.40 6.4 10.42 16.4 261 7.00 1.6 1.61 7.00 26 DARRELL L. CARMAN. P.E. ProJed Name: o Member LocaUon : LL T)Ile (Fl. SL WI.. EQ) : WALTER-T G3I3ge DIu Healb 5 ( CaJUned Lmd5 ) SL SIm~e Span Length (L): 1650 Il LOAD TYPE ROOF I flOOR (R a F) 1W2$W&1= 'l,'i;~'B%m*~Ml$ :~itJ*!&1fM%~ N.'i,w~\~~wm M x p SJRUCIUIW. CALaJlATIONS lob No. 0>-12 Page 18 d lIS SIMPLY SUPPORTED X ROOF FLOOR CANI1IEVERED (pi!) (pst) DEAD lQl\O : 201: 10.0 LNE LQI\O : 30.0 40.0 TOTAL LOAD : 50.0 50.0 EXTINT OF LOAD Xa Xb (ft) PANEl WIDTH atXa atXb (ft) (ft) END MOMENT (a) END MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACllONS / SHEAR VALUES I 10 R/F R/F R/F R/F R/F R/F R/F (#ft) t Rb > LOAD DIAGRAM MaxShear = ReQ.1Jlred A = Actual A = Max Moment = ReQ.1Jlred S = Actual S = C. I I I I I I Allow DeUecuon = ReQ!Jlred I = Actual I = MIn Depth Re~ (In) 11.530 # 91.1 In' 92.3 In' 17.79 569.000 # hi 206.5 In' 276.8 In' 15SS 0.&3 In 1.430.6 lIt 2.490.8 lIt 14.96 0.4 6.4 6.4 10.4 10.4 16.4 ... . Va (=Ra) (#) Vb (=-Rb) (#) . . . . . . Prqx:6ed MemIJer Nominal \\ldlh and Gfade:. ...... . 5.B . Glu-Lam . . . .. .. . ...... . . .. <------ X -----> (Pant LoaIs) ~ P 111I1111I1111I1111I111I1lI t Xa Xb Ra (D1sb1Wled Loads. W) <------------------------ L --- ...... . . .. .. Fv A1JOMIbIe Shear : Fb AlJOMIbIe Ben:/Ing: E MoWIusdElasUdo/: t!. DeIlecuOll Umlt : Cd Load Dur3IIcn facia : Cv VoIUJre Factor : ...... . . .. .... . " .. . .... .. . . .. .. .... . . .... .... . . . .... ...... . . .... . ... . " .. . 165 psi 2.400 psi 1.8 m-psl L/24O I.IS 1.00 Size d Member: S.1lS x 18 G1HAm DARRELLL. CARMAN. P.E. Proied Name: C Member LocaUon : WALTER-T CiaI3g 0eD}bder 6 Ll Type (FL SL WI.. EQ) : SImJie Span Length (l): SL 9.501l LOAD nPE ROOF I FLOOR (R a F) iP!iiJliilii*w*'" '?i~1?!:~tkm'1,\WirJ.; Wiili!fli%M1IiiWik <~:&>%.W%~ M x p STRI.ICJURAL CAJ.alIATlOIIli Job No. 05-12 Pag 19 d 85 SIMPLY SUPPOKTID X ROOF FlOOR CANTILEVERED (p>!) (p>!) DEAD LQI\O : 20.0 10.0 lNE lO'\D : 30.0 4O.C TOTAL LQI\D : 50.0 50.0 EXTENT Of lO'\D Xa Xb (ft) (ft) PANEL W1Dlll 3lXa atXb (ft) 1ft) o END MOMENT (a) END MOMENT (b) PaINr LOADS PI P2 P3 P4 D1STR1B. LOADS WI R W2 F W3. R W4' F END REACllONS I SHEAR VALUES (#Il) R R F F <-------- X ------> (PoInt Loads) ~ P 11111111111111111111/11111 t Xa Xb Ra (DIstrll:XJled Loads, WI <------------------------ L --- t Rb > LOAD DIAGRAM Mln Depth ReQ!! (In) Max Shear = 6.572 1/ ReQulred A = 51.9 In' Actual A = 61.5 In' Max Moment = 11\.500 # In ReQuired S = 35.0 In' Actual S = 123.0 IIf C Allow LL DeD = 0.32 In I ReQuired I = 194.3 lit I Ac1uaI I = 738.0 lit I I I 10.14 6.41 7.69 1.42 \.43 1.43 \.42 7.4 2.6 1.6 9.42 9.42 #####11# IIIt#!ttllHt 9.42 9.42 1I###1IitII ##lIdA# 0 .... . o Va (=Ra) (#) PrqJosed Member Nominal Width and~.:. o . . . .. .. . 5.B . Glu-lam ...... . . .. ...... . . .. .. Fv A1lawab1e Shear : fb AlIo.valle BmIlng: E Modulus d ElasUdry : /';, Dellecuon Umlt : Cd Load DlII3IIrn facia : .... . o. .. . .... . . .... . ... o .. .. . 165 psi 2.400 psi \.8 m-psl l/360 1.15 SIZe of Member : 5.1lS x 105 lise S.1lS x 12 GbH.am Vb (=-Rb) (#) -365 -\.~~~ . -8ii 0 0 -6,m .: . ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... DARRElL L CARMAN. P.E. ProJect Name: C Member LocaUon : WALTER-T SI1lUCIURAl CALOJlATlONS Job No. 05-12 Pag 20 eX 8S SIMPLY SUPPOKfED X ROOF flOOR CANTlLE.VERED (psI) (psI) DEAD LQI\O : 20.0 10.( IN[ LQI\O : 30.0 40.0 TOTAL LQI\O : 50.0 50.( ~~Beam7 Ll Type (FL SL WI.. EQ): SL Shn?e Span Length (L): END MOMENT (a) END MOMENT (b) POINT LQI\OS PI P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACllONS I SHEAR VALUES LOAD TYPE o 17.50 Il R ROOF I fLOOR (R a F) '!&WPflfft"""""**' .,.-....,i...fjflmftff.;1-i.'i1'& %'WA*rfij-~ ml.3*WA\wi." M x P PANEL WIDTH at Xa at Xb (#Il) 17.50 3.6 . ... . Va Vb (=Ra) (=-Rb) (#) (#) 1.61>> -1.61>> ... . ... . JJj04 -1.004 . . . . .. . .. . . . .. .. . . Prqlosed Member Nomtnal1Mdth and GtW.:: . . ...... . . .. ..... . . . .. .. 6 h1 Df-L #I ...... . . .. <------ X -------> (Pant lo3:Is) ~ p 11111111111111111111111111 t Xa Xb Ra (Dlsb11:XJled Loads. W) <--------------------- L t Rb ..... . . . .. .. > LOAD DIAGRAM Max Shear = 1.61>> # ReQ.\J1red A = 24.6 In' Actual A = 63.3 In' Max Moment = 84.200 # b1 I ReQ.\J1red S = 51.5 IrI I Actual S = 121.2 trl I 0" I(~ Allow DeflecUon = 0.88 In I ReQ!J1red I = 276.6 lIt I Actual I = 697.1 Irt ! I I MJn Depth R.e~ (In) Fv A1IOM1b1e Shear : fb All<M3l1e~: E Modulus or EI3SlId!Y: 6. Dellecuon Umll : 01 Load Duratloo Facta : 4.48 .... . .. .. . .... . . .... .... . . . .... . ... . .. .. . ...... . . .... 8Spsl 1.3S0 psl 1.6 m-psI L/240 U5 Size or Member : 7.49 8.45 6 x 10 Llse6xl1 DI'-L #1 DARRELL L CARMAN, P.E. PrDJed Name: C Member LocaUon : WALTER- T STRUCIUIW. O\I.ruIAlIONS Job No. 0>-12 Page 21 of 85 Garage C<IIqJ Beam 8 SIMPlY stIPPOKTED X ROOF FLOOR CANTILEVERED (p>1) (p>1) DEAD LQI\O : 20.( 10.0 UVE lQAJ) : 30.( 40.0 TOTAL LQI\O : 50.0 50.0 Ll Type (FLSL WI.. EQ) : SL Slmpe Span Length (L) : END MOMENT (a) END MOMENT (b) POINT LOADS PI P2 P3 P4 D1STRJB. LOADS WI W2 W3 W4 END REAcnONS / SHEAR VALUES <----- X -------> (Pant lo3ds) -L P 11111111111111111111111111 t Xa Xb Ra (Dlsb'tl:XJled lo3ds, WI <---------------------- L --- LOAD TYPE o 10501l ROOF / flOOR (R a F) GW"~t!A'?i@I'. :w;.,~....,'ip,'W>>~/t_ t%'''''~'WI!!i&i!o' ht4W:t%t_\'U M x P EXrINT OF LQI\O Xa Xb (ft) PANEL WIDTH alXa alXb 1ft) R (#/t) ... . . .... . . Va Vb (=Ra) (=-Rb) (#) (#) 962 -96 ... . .... ... .4;2 -'96~ . . . .. . . Prqlostrl Member NOIIllnaJ WIdth and ~. : . . . . . .. .. . .... . .. .. . ...... . . .. ...... . . .. .. 6 In Df-L #1 ...... . . .. t ..... . . . .. .. Rb > LOAD DIAGRAM MaxShear = ReQuired ^ = Actual A = I I I _ Ie I I I I I I I Max Moment = ReQuired S = Actual S = Allow Denecuon = ~red I = Actual I = Mln Depth RelP (In) Fv A1lo.vab1e Shear : Fb Allo.vable BendIng : E M:lWIus of Elasttdry : t;. Dellecuon UmI1 : aJ LoadDuratlooF3cla: 962# 14.8 In' 63.3 In' 2.69 30.300 # In 17.41r1 121.2 In' .... . . . ... . ... . .. .. . .... . . . .... ...... . . .... 85 psi 1.350 psi 1.6 m-psI L/24O 1./5 SIZe or Member : 4.36 O.S3ln 59.7 111 697.1111' 5.07 6 .I 6 Use6.111 DF-I. #1 DARRELL L. CARMAN. P.E. ProJect Name : o Member LocaUon : WALTER-T STRIlCIURAl O\I.ruIATION5 Job No. 0>-12 Page 11 of as Nld Doc:.rIWIRb,y HealB 9 X ROOF FLOOR LL T)pe (FL SL WI.. EQ) : SIMPLY SUPPOKTED CANTIlEVERED DEAD LOAD : UVE LOAD : TOTAL LOAD : SL Slmpe Span Length (L): 6.ooll LOAD TYPE ROOF I flOOR (R cr F) w:,M'\WI!ii.'IIIIi."'" 0;YIt/U'w,'i?Klrt.iltp; M,%1i!'_'\\W ,-:::*>>\f#~~ M x P (#Il) o END MOMENT (a) END MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACllONS I SHEAR VALUES 6.00 R 6.00 <----- X -----> (Pant lo3:Is) ~ P 1111111111111111111111111/ t Xa Xb Ra (Dlstrll:XJled Loads. WI <---------------------- L ...... . . .. t Rb ...... . . .. .. > Va (=Ra) (#) .... . . .... . ... . .. .. . Vb (=-Rb) (#) LOAD DIAGRAM Mln Depth Re~ (In) Fv A11aMlble Shear : 95psl Max Shear = 900# fb A1lo.v.d:ie Ben1Ing : 87Spsl ReQUlred A = 124 In' E Modulus orElastldry: 1.6 m-pst Actual A = 21.81r/ 4.11 /!, Dellecuon Umlt : 1./240 Cd Load DuratJm Factcr : I.IS Max Moment = 16.200 # In I ReQuired S = 14.7 Iff Actual S = 263 Iff 5.43 Nu d Members : ( 2 ) ," Size d MentJer : 2 J[ 8 L Allow Denecuon = 0.30 In ReQ!Jlred I = 18.21d Df-L #2 Actual I = 953 In' 4.18 . ... . . . . .. . . . . . ...... Prqxlsed Member NomImI WIdth and~;:. " . .. 21n Df-l #2 ... . . 8 In. M. def.th .. .. .. ... ... ...... .. . .... . . . .... ...... . . .... DARRELL L. CARMAN. P.E. Project Name : o Member LocaUon : WALTER- T STRlJCIlJRAL 0\I.ruIATI0N5 lob No. 0>-12 Pag Bdas M. BOOmm WlnbvHealB 10 SIMPLY SUPPORTED X ROOF FLOOR CANIllEVERED (ps1) (ps1) DEAD LQI\O : 20.( 10.0 IN[ /..Q4J) : 30.( 40.( TOTAL LQI\O : 50.0 50.0 Ll Type (FL.S1.. WI.. EQ) : SL SImJie Span Length (L): END MOMENT (a) END MOMENT (b) POI NT LQI\OS PI P2 P3 P4 D1STR1B. LOADS WI W2 W3 W4 END REACllONS/SHEAR VALUES LOAD TYPE o 3.50 Il ROOF I FLOOR (R a F) %t';;JJf#.VJ!l}}A\~ NgmW,~~,,{;,.,,~ W~!i!iinl('iNm Wt~'J$wW~\t\tt M x P EXITNT Of LQI\O Xa Xb (ft) PANEL WIDTH 3tXa alXb (ft) (ft) R (#Il) 350 .. . . . . Va (=Ra) (#) -30 .. .L Vb (=-Rb) (#) -30 -LS34 .. .. . .. .. -tM ... . .. . PrqlosOO Member NomImI W1dlh an:! GINi: . . . : .. : . ... .. 21n Df-L #2 .. .'. 8 tn.'N". deJth ...... ... ... ...... .. . t Rb ...... . . .. <------- X ------> (Point I.oods) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb11:XJled Loads. WI <---------------------- L --- ...... . . .. .. > LOAD DIAGRAM Max Shear = 1.841# ReQuired A = 253 In' Actual A = 32.6 In' Max Moment = 12.900 # In ReQuired S = 1131rt ! Actual S = 39.4trt I - IC- Allow DeOecuon = 0.18 In ReQ!lIred I = 551rt I Actual I 142.91rt I = I i I MJn Depth Re~ (In) Fv Allo.vatle Shear : fb Allo.vatle BenIIng: E Modulus or E/aslIdry : 6. DellecuoolJmll: OJ LoadDlII'3IIooFada: 5.62 .... . . .... . ... . .. .. . 9Spsl 87Spsl 1.6 m-ps1 L/240 I.IS 3.88 No. dMembers: SIZe d Member : ( 3 ) 1 x 8 Use(3) 2x8Cat. Df'.L #2 1.45 .... . . . .... ...... . . .... DARREll. L. CARMAN. P.E. Project Name : C', .1 Member LocaUon : WALTER- T SIRUCI1JRAl O\I.ruIATlONS Job No. 0>-12 Pag 24 d 85 Rod Beam II LL T)pe (FL SL WI.. EQ) : SL SIMPLY SUPPOKTED CANTILEVERED DEAD LQI\O : lNE LQlIJ) : TOTAL LOAD : Slmrle Span Length (1): END MOMENT (a) END MOMENT (b) POINT LQlIJ)S PI P2 P3 P4 DISTRIB. LOADS WI R W2 R W3 W4 END REAcnONS / SHEAR VALUES <------- X -------> (Pant Loa:Is) ~ p 11111111111111111111111111 t Xa Xb Ra (Dlslrll:XJled Loads, WI <-------------------1-- LOAD TYPE o 23.33 Il M X p EXIINT OF LQlIJ) Xa Xb (ft) (ft) PANEL WIDTH atXa atXb (ft) 1ft) X ROOF flOOR Va Vb (=Ra) (=-Rb) (#) (#) 12.000 -9.000 214 -2.7M .. . .. 'I1,2r4 : -111&l .. . .. ... . .. ...... . . .. . . . .. .. . Prqloserl Member Nominal WIdth an:! ~ ~ :. . .... . .. .. . ...... . . .. .. .... . . .... . . .... . ... . .. .. . . .... ...... . . .... (#Il) 1ft) (#) LOAD DIAGRAM M1n Dep1h Re<p (In) Fv Allo.vable Shear : 165 psi Max Shear = 12.214# Fb A1lo.vab1e BenIIng : 2.400 psi ReQUIred A = 96.6 In' E MOO.Ilus d Elastldry : 1.8 ~ps1 Actual A = 123.0 In' 18.84 A Dellectlon limit : 1/240 aJ Load Duratloo facta' : I.lS Max Moment = 852.500 # In Cv Volume Factor : 0.95 ReQUIred S = 327.8 111 Actual S = 492.0 111 20.71 "'_.. SIZe of Member: S.1lS x 21 C~ Allow DeflecUon = 1.17 In lIseSJ25 x14 I ReQUIred I = 3,312.7111' GIu-IAm Actual I = 5.904.0 111' 19.80 20.00 21.00 21.00 20.00 23.33 18.00 18.00 .. . . . . . . t ..... . . . .. 5.B . G1n-L1m Rb ...... . . .. .. > DARRELL L CARMAN. P.E. ProJect Name : o Member LOC3Uon : WALTER-T STRIICIURAL O\I.ruIATIONS lob No. 0>-12 Pag 25 01 85 WInlbw Header 11 LL Type (FL.S1.. WI.. EQ) : SIMPlY SlJI'I'OK/ID CANTIlEVERED DEAD LQI\O : INE LQI\O : TOTAL LOAD : SL Sbnpe Span Length (L): 3.001l LOAD TYPE ROOF I FLOOR (R CI F) '"'"I!.W)"W,ThW.Wii ifiWt!$WNfiNi'!'k %WfliI..illWiii>.Wmw. ~m~~ M x P EXTENT Of LQI\O Xa Xb (ft) PANEL WIDTH at Xa at Xb (ft) 1ft) R (#Il) o END MOMENT (a) END MOMENT (b) POINT LQI\OS PI P2 P3 P4 D1STR1B. LOADS WI W2 W3 W4 END REACllONS/SHfAR VALUES .... . X ROOF FLOOR (ps1) 20. 30. 50. Va Vb I=Ra) (=-Rb) (#) (#) 4.495 -7.719 .... ..U25 ~;J19 . . ..... . . . . .. .. . PrqJosa:I Member NomI.pt Wiil~ and Grade : <----- X -----> (Pant Loo:ls) ~ P 1IIIIIIIUljllllllllIJIIII t Xa Xb Ra (Dlsb1buted Loads. W) <--------------- L-- . . . .. .. . f Rb ...... . . .. 1.75 . MJaoIlam LVI.. .... . . .. .. > LOAD DIAGRAM Mln Depth Re<p (In) Fv A/lo.val:ie Shear : fb AIIo.va1:ie ~: E Moc!JIus of E1asl1d!Y : l1 DeflecUon l1Imt : Cd Load Duratloo facta : Max She3f = 7.719 # ReQ.ulred A = 353 In' Actual A = 38.1 In' Max Moment = lOS.200 # h1 ReQ.ulred S = 32.lld Actual S = 46.0lrt C Allow DenecUon = O.IS In I ReQ!4red I = 37.7111' I Actual I = 166.7111' I i I 6.73 . . ...... . ...... . . .. .... . .. .. . ...... . . .. .. .... . . 8b1.~. dqth..... .... . ... . .. .. . ...... . . .... 28SpsI 2.600 psi l.9 ~pst L/240 l.1S 6.05 Na d Membe!> : Size or Member : ( 3 ) J.75 x 7.IS 4.42 MIadIam DARRELL L. CARMAN. P.E. Project Name : C Member LocaUon : I I I I I I 10 I . I I LL Type (FL SL WI.. EQ): Sbn~e Span Length (L): LOAD TYPE WAlTER-T SIllUCI1JRAl CAl.ClIlA11ON5 lob No. 05-12 Pag 26 d as Rod Beam B SIMPI.Y SUPI'OIITED X ROOF flOOR CANTIlEVERED (p;t) (p;t) DEAD LQI\O : 2O.~ 10.~ 1M lO'\D : 30.~ 4O.C TOTAL LOI\D : 50.~ 50.C SL 5.lS Il R R R Va Vb (=Ra) (=-Rb) (#) (#) 2,m -46~ L29Il -1.407 352 -2.345 .... .U?9 -"!,11l . . .... . . END MOMENT (a) END MOMENT (b) PaINf LOI\DS PI P2 P3 P4 DISTRJB. LOADS WI W2 W3 W4 END REACllONS I SHEAR VALUES ROOF I FLOOR (R a F) :'f!!!ff!tIA'7"'''''&,l d,,>>,,4ti'Mf&Wr,'f. <f.:-<,*;m.'''':%tti~Wl~ W~Wmw,~$:{ M x P EXTENT OF LQI\O Xa Xb . . . .. .. . Prqxlsed Member Noml.pt Wia&t and Grade : . . ...... . ...... . . .. .... . .. .. . ...... . . .. .. <------- X -----> (Pant Loa:Is) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb'IOOted Loa:Is, WI <---------------------- L (#It) .... . . 811\ tItIt.-. dqth..... .... . ... . .. .. . ...... . . .... .... . . . . .. .. . t Rb ...... . . .. I.lS' MJaoIlam LVI,.. .... . . .. .. LOA D DIAGRAM MJn Depth Re~ (In) Fv A1lo.vable Shear : 28Spsl Max Shear = 4.221 # Fb AIIo.vable ~: 1.600 psl RfQ.u1red A = 193 In' E MOOJIus or EIasUd!Y : 1.9 m-ps1 Actual A = 25.4 IIi' 552 t. DeIledlon limll : L/240 aJ Load DU1'3Ilm Facta : 1./5 Max Moment = 68.400 # In RfQ.u1red S = 20.8 lit Actual S = 30.7 lit 5.97 No. d Members : ( 1 ) C SIZe at Member : LlS x 7.15 Allow Deflecuon = 0.29 In I ReQ!J1red I = 63.5 1ft MIadIam I Actual I = 1I1.11If 6.02 > DARRELL L. CARMAN, P.E. Proted Name: CMember LocaUon : WALTER - T STlllICTlIRAL CAlCUlATIONi Job No. 05-12 Pag 28 d 85 SIMPLY SUPPORTED X ROOF flOOR CANTILEVERED (psI) (psi) DEADLQI\O: 20.0 10.0 lNE lO'\D : 30.0 40.( TOTAL LQI\O : 50.0 50.0 Floor last I LL Type (Fl Sl WI.. EQ) : FL Slmpe Span Length (L): 17.83 ft LOAD lWE ROOF I flOOR (R oc F) -.... d () '~'1fi!Hm:-Thw.mt1 M ,"LI V at en a !11i;MWA_, M and V at end (b) iiFI.'Wk'1$l$! 'f??J?,rl&~W1?,~KM.'~ POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI F W2 W3 c,, W4 I. END REACllONS I SHEAR VAlUES <------- X ------> (Pant Loads) ~ P 11111111111111111111111111 M X P EXTENT Of LQI\O Xa Xb (ft) PANEL WIDTH 3lXa 3lXb eft) (ft) (#Il) (#) 17.83 1.00 1.00 .. . . . . Prcposed Member : '(2) 2x 11 .' ,.., . .L.j . ..... . . .. Allowable Readton Ru: ..... . . . ADCMtJble Shear. Vu: .... Allowable Berr:llng. Mu: DeOecuon CoeIldenL E1: DeIlEdlon Fa:tor : Allowable DeIlect1on. llmax: Load DUl3tlm factor. Cd: RepetlUve Member Fa:tor, Cr: t Xa Xb Ra (Dlsb1tuted Loads, WI <------------------------- L --- t Rb --> LOAD DIAGRAM Max React100 = 892# 96 React10n = 96 Max Shear = 892# 96ShearStress = 4296 Max Moment = 3.975 # It 96 Berr:llng Stress = 7596 C .vlax Deflect100 = 0.32 In 96 DeOecuon = 7296 Va Vb I=Ra) (=-Rb) (#) (#) 89. -89. .... . .... . .11'h, ~ . .. . . . . ...... . ....r. . . . .... . . . .. .. .... . .. .. . .... . . .....Jt ..... 1.~A# ...... . ... . . .~.614".ft .... S70m#h1h1 L/ 480 0.45 In 1.00 1.15 No. d Members : SIZe of Member : ( 2) 1 x Il Df..L ltl (OK) DARRELL L CARMAN, P.E. Prqed Name: C:Vlember locaUon : LL Tjpe (fL SL WI.. EQJ : Simple Span Length (L) : LOAD TYPE WALTER- T Sl1lllCTURAL O\I.ruIATIONS Job No. 05-12 Pag 29 d 85 AID 'mst 2 SIMPLY Sl/PPDKrED X ROOF FlOOR CANf\lEVERED (psi) (psi) DEAD lOAD : 20.0 10.0 UVE LQI\O : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 FL 19.8311 ROOf I M FLOOR (R (J' F) (#11) M am V at end (a) :IJ*W\~~ M and V at end (b) &ii:t"9k1w POINT lQl\OS PI P2 P3 P4 DISTRIB. LOADS WI F W2 W3 ---- \ W4 L END REACllONS I SHEAR VALUES <------ X -----> (Pant Loads) ~ P 11111111111111111111111111 f Xa Xb t Ra (Dlsb1OOled loads. W) Rb <-------------------------- L --------------> LOA D Max Reactloo = 96 ReacUon = X P EXITNT Of LQI\O Xa Xb 19.83 200 200 Proposed Member : '(2) 2x 11 DIAGRAM .:.~ ...... . . .. Allowable Readf.on,. Ru: .. .... . . ADo.v.IDIe Shear. Vu: . . . . Alll7N.lble Ben:lIng. Mu: Dellectlon CoeftdenL E1: Deflection f3:lor : AllOW3ble DeIledJon LImax: Load DUCl/loo factor. Cd: RepetItIve Member F3:lor, Cr: 1.001# 96 Max Shear = 983 # 96 Shear Stress = 46 96 Max Moment = 96 Ben:llng Stress = C_ .I'!ax Defle<1loo = 96 Denectlon = .. . . . . Va Vb (=Ra) (=-Rb) (#) (#) -9 -9 992 -992 .... . .... '.pa: -'.1il\ . .. . . . . ...... . ....~ . . . . .... . . . .. .. .... . .. .. . .... o . . .... . .... Jt .... J.IJU :....: '1J1l4~ Il .... 570m#h1h1 L/ 480 0.50 In 1.00 1.15 4.828 # II 91 96 No. d Members : SIZe or Member : 0.48 In 9796 ( 1) 2 x 11 DF-l1t1 (OK) M and Vat end (a) M an:! V at end (b) POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI F W2 W3 (, W4 - END REAcnONS / SHEAR VALUEs <------ X -----> (Pdnt Loads) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb1lUed Loa:Is. W) <------------------------- L ------ DARRELL L. CARMAN. P.E. PrC1ed Name: CMember LocaUon : LL Type (FL SL WI.. EQ) : Simple Span Length (L): LOAD TYPE LOAD Max React1m = 96 ReacUon = WALTER - T SlllIJCI1IRAL O\I.ruIATIONi Job No. 0>-12 Pag 30 ot 85 fko /ct5t 3 SIMPLY SUPPDKfED X ROOF FLOOR CANIllEVERED (ps!) (psi) DEAD LQI\O : 20.0 10.0 IN[ lO'\D : 30.0 40.( TOTAL LQI\O : 50.0 50.0 Fl 19.8311 M PANEL WIDTH 31 Xa 31 Xb 1ft) (ft) Va Vb (=Ra) (=-Rb) (#) (It) 992 -992 ..lIIa . .... ..mt .~ X P EXTENT Of LQI\O Xa Xb (ft) 19.83 1.00 1.00 . .. . . . . . . .. Proposed Member : "::b ....t. . . .. .. .... . . .....Jt ..... :t~~l :....: . o\m4~ Il .... S70mlth1ln L/ 480 0.50 In 1.00 U5 '(2) 2x 11 . . ...... , t Rb > .:.nJ ...... . . .. Allowable Reactl.on. Ru: .. . . . . . . ADOWJble Shear. VU: .. .. Allowable Berr:Ilng. Mu: Deflecuon Coel\dent. E1: DeIlecuon F3:Ia' : Allowable DeIledlol1. 00l3X: l.o:Id Dur.mm Factor. Cd: RepeIlIIve Member f3:la', Q: .... . .. .. . DIAGRAM 992 # 96 Max Shear = 992 # 96 Shear Stress = 46 96 Max Moment = _96 BendlngStress = (,\oIax Delledlm = 96 Deflecuon = 4,917# II 9396 No. d Menms : SIZe of Member : ( 2) 2 x U Df-L #2 (OK) 0.49 In 9996 DARRELL L. CARMAN, P.E PrO\ecl Name: ("""\ vMember LocaUon : WALTER - T STRJJCruRAl O\I.ruIATIONi Job No. 0>-]2 Pag 31 d 85 SIMPLYSUPPOIUED X ROOF FLOOR CANf\lE.VERED (ps!) (ps!) DEAD LQI\O : 20.0 10.0 lNE lO'\D : 30.0 40.( TOTAL LOAD : 50.0 50.( .... . . . . .... .... . . . .... . .. . . .. . . . . . 1.00 .. . . . . . . .... . .. . . . ... .. .. . . . . .... .. . . . .;r~ .. . . . ... . "-r 2x 11 . . . .. . D flOCI' /dSl4 LL T)pe (F1.. SI. WL, EQ) : FL Simple Span Length (L): 14.171l LOAD '/WE M x p EXITNT OF LQI\O Xa Xb (ft) (ft) (#) M and Vat end (a) M and V at end (b) POINT LQI\OS PI P2 P3 P4 DISTRIB. LOADS WI F W2 W3 C\ND :CllONS / SHEAR VALUES <-------- X ------> (Pant Loads) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb1buled Loads. W) <------------------------ L ------- 1.00 Proposed Member : t Rb > AllOlv.lble Re:Id:Ion Ru: ADOIv.IbIe Shear. Vu: AllOlv.lble Ben:lIng. Mu: DeOecuon CoeI\dent. E1: DeIIecuon fa:ta : Allowable DeIlectlon. l\max: Load DUI3lIm factor. Cd: RepeIIuve Member fa:ta, Cr: LOAD DIAGRAM Max Re3ctloo = 708 # 96 Re3cUon = 96 Max Shear = 708 # 96 Shear Stress = 66 96 Va (=Ra) (#) Vb (=-Rb) (#) # 1.069# 2.307 # Il 28Sm#h1h1 L/ 480 0.35 In 1.00 1.15 SIze 01 Member : Max Moment = _ 96 Ben::llng Stress = Cjlax DeftecUoo = 96 DeOecuon = 2,509 # Il 9596 lxU DF-Llll (OK) 0.25 In 7296 I DARRELl L. CARMAN. P.E. Prqec\ Name: CMember LocaUon : WALTER - T SIRl.ICIURAL CALaJlATIONS lob No. 0>-]2 Pag 32 of 85 Fku lOOtS SIMPLYSUPPOIITED X ROOF flOOR CANTIlEVERED (psI) (psI) DEAD LQI\O : 20.0 10.0 lNE lO'\D : 30.0 40.( TOTAL LQA.D : 50.0 SO.O LL Type (FL, Sl, WI.. EQ) : Fl Slmpe Span Length (L): M an:! Vat end (a) M and V at end (b) POINT LQA.DS PI P2 P3 P4 DISTRIB. LOADS WI F W2 W3 G, W4 . .... END REACllONS/SHFAR VALUES <-------- X --------> (Point Loads) ~ P 11111111111111111111111111 t Xa Xb t Ra (Dlsb1bu1ed Loads, W) Rb <------------------------- L ----------> LOAD nPE 16.00 ft M X P EXITNT OF LQI\O Xa Xb (ft) PANEL WIDTH at Xa at Xb (ft) 16.00 2.00 2.00 . . . .. . ... .. . . ... .. . .. . Proposed Member : (2) 2x 11 Allowable Re3dlon. Ru: Allowable Shear. Vu: Allowable ~ Mu: Deflecuon CoeOdenL E1: DeIlecuon fa:tor : Allowable Deflection. lImax: Load Duratlm f3dor. Cd: RepelItlve Manber Fa:tor, Cr: LOAD DIAGRAM Max Reactlm = 811 It 96 Reaction = 96 Max Shear = 811 It 96 Shear Stress' = 38 96 Max Moment = _ 96 Ben:llng Stress = C_Max DeOeCUoo = 96 DenecUon = . Va Vb (=Ra) (=-Rb) (It) (It) II II .... . .... .... . . .... .. . . .... . . . ..... . . 800 .m .... . . . .. . .. .. . . .... . . .'~h ...7J!.l . . . . .. . . . . . . . . . .. .. . . "l o It 2.B8 It . 4,614#1l S70 m#h1h1 L/480 0.40 In 1.00 1.15 Nil d Members : SIZe 01 Member : 3.111 It Il 5996 ( 2) 2 x U DF-l #2 (OK) 0.20 In 5096 IlAAREU. L CARMAN. P.E. PrCJied Name: "\ ,Member LocaUon : WALTER - T STlUJCIURAI. CAl.CUI.ATIONS Job No. 0>-12 Pag 33 of 85 SIMPLYSLIPPORTED X ROOf FlOOR CANIllEVERED (pst) (pst) DEAD lQA.D : 20.0 10.0 1M lO'\D : 30.0 40.0 TOTAL LQA.D : 5'0.0 5'0.0 Floor jast 6 LL Type (FL SL, WL, EQ) : FL Simple Sp3n Length (L): M an:! V at end (a) M and V at end (b) POINT LOADS PI P2 P3 P4 D1STR1B. LOADS WI F W2 W3 c: END :CTlONS I SHfAR VAl~fs <-------- X --------> (Point I.oods) ~ P 11111111111111111111111111 t Xa Xb Ra (D1sb1Wted loads, WI <------------------------ L --- LOAD TIPE ..... . . ..... .... . . .... . .. . . . .. ...... . .. ~'. .. . .... . . . . .... . . . . , .. . 2xl1 D B.S4ft M X P EXITNT Of lQl\O Xa Xb (ft) PANEL WIDTH at Xa at Xb (ft) B.S4 LOO Proposed Member : t Rb > Allowable ReacU.on Rl.I: Allowable Shear. VII: Allowable ~ Mu: Defledlon CoeI\denL E1: DeIledlon Factor : Allowable Deflection. l\max: Load Duratlm factor. Cd: RepetlUve Member Factor, Cr: LOAD DIAGRAM Max Reactloo = 677 # 96 ReacUon = 96 Max Shear = 677 # 96 Shear Stress = 63 96 Max Moment = _ 96 Berdlng Stress = Oax DeIlec1Jon = 96 Defledlon = Va (=Ra) (#) Vb (=-Rb) (#) # 1.069# 2.307 # ft 28S m#h1h1 LJ 480 0.34 In 1.00 1.15' Size 01 Member : 2.292 # Il 8696 2 x U Df-Ut2 (OK) 0.21 In 6396 IlAAREU. L. CARMAN. P.E. PrC1ed Name: r""\ '. ,Member LocaUon : LL Type (FL, SL, WI.. EQ) : Sbnpe Span Length (L): LOAD TYPE WALTER - T FkD Jast 7 Fl 5.00 ft ROOF I fLOOR (R (]' F) iK11"WilW!Uti ~i*Y_t$~ '''''.'''' i"'"~N t'*~',i,,"",,*~,,&,.. ;l!;;"._",.,.,,.,,,.,Wf;,~) " M x p (#Il) FDL F FDL <------- X ------> (Point Loa:Is) ~ P 11111111111111111111111111 t Xa Xb Ra (D1sb1b.tted l.o3:ls, WI <--------------------- L ----- LOA D Max Reacl1m = 96 Reacl10n = t Rb > DIAGRAM 261# 96 Max Shear = 261 # 96 Shear Stress = 24 96 Max MOOIent = . 96 Ben:llng Stress = CYlax Deflecl1m = 1 96 Denecuon = I I I I 349#1l 1596 0.01 In 296 S11llICIURAl. O\I.ruIATIONi Job No. 05-12 Pag 34 of 85 SIMPLY SUPI"OKITD X ROOF FLOOR CANlllf.VERED (pst) (p>!) DEADLQI\O: 20.0 10.0 UVE lO'\D : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 PANEL WIDTH 31 Xa 31 Xb (ft) 1.00 5.00 1.00 M an:! Vat end (a) M and V at end (b) POINT LOADS PI P2 P3 P4 DlSTRIB. LOADS WI W2 W3 (\ W4 . END REAcnONS I SHEAR VALUES ...... . .. . Proposed Member : lxl1 o Allowable ReacUon. Ru: Allowable Shear. VII: Allowable Ben:llng. Mu: DeDecuon Coellclenl. E1: DeDecuon Fa:tcr : Allowable Delledlon llmax: load Dlnllm Factor. Cd: RepeIlIlve Member fa:tcr, Q: Va (=Ra) (#) Vb (=-Rb) (#) .... . . .. -34 .... . . .... .... . . . . . 0 ..... '\40 .... ....1 .... . . . o .... o . .~ :~!48 .. . # 1.069# 2.307 # Il 28S m#h1h1 L/24O 0.25 In 1.00 1.00 SIZe of Member : 2 x 12 DF-ltl2 (OK) IlAAREU. L. CARMAN. P.E. PrDled Name: .-'\ "Member LocaUon : WALTER - T f'1oo' J~ 8 LL Type (FL, SL WI.. EQ) : FL Simple Span Length (L): 5.ooll LOAD '/WE ROOF I FLOOR (R a F) M x P (#Il) (Il) (#) M am V at end (a) M and V at end (b) POINT LOADS PI R P2 R P3 R P4 Fm DlSTRIB. LOADS WI Fm W2 Fm W3 CEND :cnONS/SHEARVAL~:S <------ X --------> (Pant Loads) ~ P 11111111111111111111111111 t Xa Xb t Ra (Dtsb11:XJled Loals, WI Rb <------------------------ L ------- -___> LOAD DIAGRAM Max Reacl1m = 835 # 96 ReacUon = 96 Max Shear = 60s # 96 Shear Stress = 28 96 Max Moment = . 96 Bendlng Stress = 8\0# ft 1896 0:'\ G\IIax DeJJedlm = 96 DefiOCUon = D.Olln 396 STRIJCTURAL CAIUIlATIONS Job No. 0>-]2 Page 3S of as SIMPLY SUPPOIm:D X ROOF FLOOR CANTIlEVERED (p>f) (p>f) DEAD LOAD : 20.0 /0.0 LIVE lO'\D : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 EXTENT Of LQI\O Xa Xb (ft) (ft) PANEL WIDTH 31 Xa 31 Xb (ft) (ft) 1.00 5.00 1.00 8.00 1.00 ~oo '. I.ttJ . ... .. . . . ... .. . .. . Proposed Member : (2) 2x 11 D Allowable ReacIIon. Ru: Allowable Shear, Vu: Allowable Ben:Bng. Mu: DeflOCUon Coefldent. E1: DeIIecuon Fa:ta : Allowable DeIledlon. llIllax: LoodDtr.ltlmf3dor. Cd: RepeUUve Member Fa:ta, Cr: Va (=Ra) (#) Vb (=-Rb) (#) . . . .. . .. . # 2.138 # 4.614# Il S70m#h1h1 L/ 240 0.25 h1 1.00 /.00 No. dMembers: SJzeofMember : ( 2) 2 x IZ Df-L 111 (OK) DARRELL L CARMAN. P.E. PrC1ed Name: CMemr LocaUon : WALTER - T snucruRAL O\I.ruIATIONS lob No. 05-]2 Pag 36 of 85 AID Imst I SIMPLY SUPPOlUED X ROOF FLOOR CANf\LEVERED (p5l) (pst) DEAD LQI\O : 20.0 10.0 INE LOAD : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 LL Type (F!., S!., WI.. EQ) : FL M an:! V at end (a) M and V at end (b) POINT LOADS PI P2 P3 P4 D1STR1B. LOADS WI f W2 W3 C\ W4 .. END REACllONS / SHEAR VALUES' <------ X -----> (Pant I.oods) ~ P 11111111111111111111111111 t Xa Xb t Ra (Dlsb1buled Loads. W) Rb <----------------------- L -----------------> Simple Span Length (L): LOAD TYPE LOA D Max Readlrn = 96 Read/on = 17.83 II M X P EXfENT Of LQI\O Xa Xb (ft) PANEL WIDTH 31 Xa 31 Xb (ft) (#Il) (#) 17.83 2.00 1.00 . . . . . .. .. , .. . .. . Proposed Member : SIZe of Member : Web SUfferers ? DIAGRAM AlllM'3ble Re3d\on Ru: AlllM'3ble Shear, Vu: AlllM'3ble Berrlng. MIl: Defled/on CoeDdenI. E1: DelIed/on Fa:Ia : AlllM'3ble Deflection 00I3lI:: Load DUl3tlm factor. Cd: 892# 8896 Max Shear = 892 # 96 Shear Stress = 5296 Max Moment = I . -. 96 Ben:llng Stress = I C .V1ax Defledlrn = I 96 Defied/on = I , I I Va (=Ra) (#) Vb (=-Rb) (#) .. ... . . . ... . ... . .. . .. . ... .. . . . . .. . ... .. . . -89 . ... .. . . .. . . . .. llVPRO &.' : 14 In . ."r D 1015 # 1.710# 5,210#ft 474 m#h1ln L/ 480 0.45 In 1.00 3,975 # Il 7696 SIZe of Member : 14 h1 1]II1'RO 2SO 0.38 In 8696 (OK) DARRELL L CARMAN. P.E. PrC1ed Name: CVlember LocaUon : WALTER- T SI1lUCTlIIW. O\I.ruIATIONi lob No. 0>-12 Pag 37 of 85 SIMPLYSUPPORfED X ROOF fLOOR CANlllEVERED (pi!) (pi!) DEAD LQI\O : 20.0 10.0 lNE lO'\D : 30.0 40.1 TOTAL LQI\O : 50.0 50.0 Fku last 2 LL Type (FL SL WI.. EQ) : FL Slmpe Span Length (L): 19.83 It LOAD TYPE ROOF I M FLOOR (R (J' F) (#Il) M -.... V at end (a) Q"''='1I%lklW aJ LI :t':,;,Mw~.,,*.~~,.{w M --~ V at end (b) @'1#>>:'0i%\1 41 &J t0tBi@\.~qtw POINT LQI\OS PI P2 P3 P4 D1STR1B. LOADS WI F W2 I W3 I (C", W4 "- END REACllONS / SHEAR VALUES x P EXITNT Of LQI\O Xa Xb (ft) 1ft) (#) 19.83 1.00 J.QQ . . . .... . . Va Vb I=Ra) (=-Rb) (it) (#) -9 -9 ..... . 992 '~i .... 0 . 0 .... . .. . . .. ..... . . . ...... .. ..~~ .-tVlJI Proposed Member : SIZe of Member : Web StIffeners ? . o o. . . . :. if]lIPRO .to . .. ...t .:... . <------- X -----> (Pdrt I.oods) ~ P 11111111111111111111111111 t Xa Xb t Ra (Dlsb1W1ed Loads. W) Rb <---------------------------- L ---------------> .. ':rJ o . .. . AlIawab1e ReaclIOI\ R11: AlIlm1b1e Shear. VII: AlIawab1e Ben:Dng. MIl: Deflecuon CoeJldenL E1: DeIlecuon Fa:ta : AlIawab1e DelledIon. llmax: Load Dur3lIm factor. Cd: LOAD DIAGRAM Max Reactlm = 1.001 # 96 ReaCUon = 43 96 Max Shear = 983 # 96 Shear Stress = 57 96 ....'110 .... . ... . .. .. 0 ...... . . .... 2320# 1.710# 6.135 # Il 584 m#h1h1 L/ 480 0.50 In 1.00 4,828 # It 7996 SIZe of Member : 14 h1 1lM'RO 3SO Max Moment = . 96 Ben:llng Stress = C. .l1ax DefleCUoo = I 96 DeDecUon = I I 0.47 In 9496 (OK) DARRELL L CARMAN. P.E. PrC1ect Name: I CMember LocaUon: I I I I I I LL Type (FL SL WI.. EQ) : Slmpe Span Length (L): LOAD TYPE LOA D Max Readlcn = 96 ReacUon = WALTER - T smJCrlJIlAI. O\I.ruIATIONS Job No. 0>-12 Pag 38 of 85 SIMPLY Sl.lJ>POR:It.D X ROOF FLOOR CANf\lE.VERED (pst) (pst) DEAD LQI\O : 20.0 10.0 lNE lO'\D : 30.0 4O.U TOTAL LQI\O : 50.0 50.0 fku Jast3 FL 19.83 Il ROOF I FLOOR (R (l' F) M x P EXITNT Of LOAD Xa Xb (ft) PANEL WIDTH 31 Xa 31 Xb (ft) M and Vat end (a) M an:! Vat end (b) POINT LOADS PI P2 P3 P4 D1STR1B. LOADS WI F W2 W3 IC~ W4 · END REACllONS I SHEAR VALUES I <--- X ------> (Pant Loads) I ~ P I t ~I:IIIIIIIIIIIIIIIIIIIII~ b Ra (Dlsb11:XJled Loads, WI <-------------------------- L ------ (#Il) (ft) (#) 19.83 200 2!OG' . . . . .... . . . . . . . Va Vb I=Ra) (=-Rb) (#) (#) ..... "' . ..n1 '~l . ..e : ..... . .. ...... . . . ...... .. .~~ ..-m: - .. . . . :. '1fIPRO 350 .. ....l1m .... -: . "I' .. J. Proposed Member : SIZe of Member : WebStlfIem:s ? .. . t:J . . .. . t Rb > Allowable ReacUon Rn: AIl.-ble Shear. VII: Allowable BernIng. Mu: Deflection Coefldent E1: Deflection Fa:tor : Allowable DeIledlon, LImax: Load Dlll3llcn factor. Cd: DIAGRAM 992 # 8596 M3X Shear = 992 # 96 Shear Stress = 58 96 Max Moment = . 96 Ben:llng Stress = C...Vl3X DeflecUm = 96 DenecUon = . ... . .. .. . ...... . . .... 1\60# 1.710# 6.\35 # It 584m#h11n LJ 480 0.50 In 1.00 4.917# It 8096 SIZe of Member : 14 h1 T)III'RO 3SO 0.48 In 9696 (OKJ IlAAREU. L. CARMAN. P.E PrOied Name: C\4ember LocaUon : WALTER- T STRI.ICIlIIW. O\I.ruIATIONS Job No. 0>-12 Pag 39 of 85 SIMPlY SUPPORTED X ROOF FLOOR CANfllEVERED (ps!) (ps!) DEADlQl\O: 20.0 10.0 iN[ lO'\D : 30.0 4O.C TOTAL LOAD : 50.0 50.0 flOCI' last 4 LL Type (FI. SL. WI.. EQ) : FL SlmIie Span Length (L): 14.17ft LOAD TYPE M x P EXITNT Of LQI\O Xa Xb (ft) PANEL WIDTH 31 Xa at Xb (ft) (ft) (#Il) (ft) (#) M ard V at end (a) M ard V at end (b) POINT LQI\OS PI P2 P3 P4 D1STR1B. LOADS WI F W2 W3 r.), W4 CEND REACllONS I SHEAR VALUES <----- X ------> (Point Loads) ~ P 11111111111111111111111111 t Xa Xb t Ra (Dlsb11:XJled Loads. WI Rb <---------------------------- L .------------> Iwl~~it\l ~t~Xf~I_: AIIDw.1b1e ReactIon Ru: AIIO\\\1b1e Shear. Vu: AIIDW3b1e Ben:lIng. MIl: Deflection CoeficlenL E1: Deflection Factor : AIIO\\\1b1e DelloctIon. t.max: Load DUI3lIcn factor. Cd: LOAD DIAGRAM Max Re3dlm = 708 # 96 Re3cUon = 70 96 Max Shear = 708 # 96 Shear Stress = 41 96 Va (=Ra) (#) Vb l=-Rb) (#) 1015 # 1.710# 5,210#/t 474m#lnh1 L/480 0.35 In 1.00 Max Moment = . 96 Ben:1lng Stress = SIZe of Member : H h1 TJL1'RO 2SO 2.509 # Il 4896 C.V1ax Defledlm = 96 Deflection = 0.15 In 4396 (OK) DARRELl L. CARMAN, P.E. PrC1ed Name: CMember LocaUon : WALTER - T SllllJCTURAL O\I.ruIATIONi Job No. 0>-]2 Pag 40 of as SIMPLY SUPPDKfED X ROOF FLOOR CANf\LEVERED (~fl (pst) DEAD LQI\O : 20.0 10.0 1M lO'\D : 30.0 40.( TOTAL LOAD : 50.0 50.( Fku /dslS LL Type (FL. SL. WI.. EQ) : FL Slm?e Span Length (L): 16.00 Il LOAD nPE M x p EXTENT Of LQI\O Xa Xb (ft) (ft) PANEL WIDTH atXa atXb (It) (#) M 3J'd Vat end (a) M 3J'd V at end (b) POINT LOADS PI P2 P3 P4 D1STR1B. LOADS WI F W2 W3 I C' W4 . , 'END REACllONS I SHEAR VALUES I <----- X -------~ P (Pant LoaIs) 11111111111111111111111111 t Xa Xb Ra (Dlsb1111ed LoaIs, WI <--------------------------- L ---- 16.00 2.00 7.QQ - . . ..1". . . Va I=Ra) (#) Vb (=-Rb) (#) II II ..... 800 .... . .. .. . Proposed MemI:er : Size d Member : Web SlIlfeners ? . . II". . . ..:.;qww~ . e.. ...M In ...~ . . .. .... .. . . ... . .. .. . . .: ...~ ..l ...... . . .... t Rb > AUowabIe Re3dlon. Rll: AUowabIe Shear. VU: AUowabIe Ben:lIng. MIl: Defiedlon Coe8denL E1: DeIledlon fa:ta : AU<Mllble DeIledlol1. 6max: load Dl!3tIon factor. Cd: LOAD DIAGRAM Max Reaction = 811# 96 ReacUon = 4096 Max Shear = 811# 96 Shear Stress = 4796 Max Moment = 3,111 # Il . 96 Bending Stress = 6096 C",ax Deflec1Ioo = 0.24 In 96 Defledlon = 6096 2030 # 1.710# 5.210#1l 474m#h1h1 l/480 0.40 In 1.00 Size 01 Member : 14 h1 T)IIPRO 2SO (OIC) IlAAREU. L CARMAN. P.E. PrC1ed Name: CMemrer LocaUOII : M an:! V at end (a) M ard V at end (b) POINT LQI\OS PI P2 P3 P4 D1STR1B. LOADS WI W2 W3 C~ W4 END REACllONS / SHEAR VALUES LL Type (F1.. SI.. WI.. EQ) : Simple Span Length (L): LOAD TYPE SIMPLY SUPPDRfED X ROOF fLOOR CANTIlEVERED (p>f) (p>f) DEAD LQI\O : 201] 10.0 lNE lOAD : 30.0 40.0 TOTAL LQI\O : SO.O SO.O SJllUCTURAl O\I.ruIATIONi lob No. 0>-12 Pag 41 d 85 WALTER - T fkD Jmt 6 FL 18.77ft f ROOF I FLOOR (R (J' F) !i%lpt'4}W!i&W 'IIIA%tS'fiiEi$' WB,ttiW,?;*,P lfff%,Wi/#kNff/fiJ M x P EXTENT Of LQI\O Xa Xb (#Il) 2.00 .. .. . . . . o Va I=Ra) (#) Vb (=-Rb) (#) ... o . . ... . . . ... . ... .. -939 .. . .... . . ... .. . 0 . ... ... .. . . . -93\1 .. . ~ 0 Proposed Member : Size 01 Member : Web Stiffeners ? .. . . TJI1PRO 150 . . . . ...... . 1'11': .. -t<J UI "0" .' :.: .. . . ~ . ... .. ... o . .... <---- X ---> (Pant Loats) ~ P 11111111111111111111111111 1 Xa Xb t Ra (D1sb1OOled Loats. W) Rb <----------------------- L ----------------------> LOA D Max Reactlm = 96 React10n = DIAGRAM AD~e Re3clIon. Ru: AD~e Shear. Vu: AD~e~ MIl: Dellecuon Coeftdenl. E1: DeIlecuon Fa:tor : ADCMllble DeIlecUon. L\max: I.o:Id DUI3IIm F3dDr. Cd: 939# 9296 Max Shear = 939 # 96 Shear Stress = 55 96 Max Moment = . 96 BeOOlng Stress = C"<lax Deflectlm = 96 Deftecuon = 1015 # 1.710# 5.210#1l 474m#h11n LJ 480 0.47 In 1.00 4.404#1l 8596 No. dMemIleIs: Size 01 Member : ( 2) 14 h1 TjL1'IlO 2SO 0.47ln 10196 (NG) SIMPLY SUPPOKfED X ROOF FLOOR CANTILEVERED (pll) (psi) DEAD lQl\O : 20.0 10.0 lNE LOAD : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 DARRELL L. CARMAN, P.E. PrO\ect Name : CMember LocaUon : WALTER - T ST1lllCflIIW.. O\I.ruIATIONS Job No. 05-12 Pag 42 d 85 FkD Jmt 7 LL Type (FL. SL. WI.. EQ) : FL Slmpe Span Length (L): 5.008 LOAD TYPE ROOF / M FLOOR (R Cl F) (#Il) x P EXIINT OF lO'\D Xa Xb (ft) (#) FDL Va I=Ra) (#) ... 1.00 5.00 . . . . . 1.00 I~ .. 16 . . .... . . . . . . . ';Iii . f FDL <------- X ----> (Pant I.oods) ~ P 11111111111111111111111111 ...... . . TJ ... . . TtlWRO 250. . . . . . .l'I'lII . ... . .. .. . Proposed Member : Size d Member : Web~erErS? t Xa Xb Ra (D1sb11:XJled Loads, W) <--------L t Rb > AIIOW3b1e Readlon. Ru: AIICM1lb1e Shear, Vu: AIIOW3b1e Ben:llng. MIl: DeDecUon CoeIldent. E1: DeIlecUon f:r::ta' : AIIOW3b1e Dellectlon l\max: Load Dur.lllm factor. Cd: LOAD DIAGRAM Max Re3ctlm = 261 # 96 Re3cuon = 26 96 Max Shear = 261 # 96 Shear Stress = 15 96 1015 # 1.710# 5.210#1l 474 m # In In L/ 480 O.BIn 1.00 Vb (=-Rb) (#) -34 ... . . . ... . ..If\< .. -~ . . ..- .. . . . ... .. . . . - ~ .. .' ~ . ... .. ... . . .... Max Moment = . 96 Ben:llng SlreSs = (~.vlax DeIledJm = I 96 DeDecUon = 349#1l 796 Size of Member : 14 h1 1)III'IlO 2SO 0.00 In 196 (OK) DARRELL L. CARMAN. P.L Prqecl Name: CMember LocaUon : WALTER - T SlRI.JCrulW. CALCUJ.ATIONi Job No. 0>-12 Pag 43 d 85 SIMPLYSUPPORfED X ROOF FLOOR CANf\lEVERED (pit) (pst) DEAD LQI\O : 20.0 10.0 UVE lO'\D : 30.0 4O.C TOTAL LQI\O : 50.0 50.0 f1cu Imst 8 LL Type (FL S1.. WI.. EQ) : FL Sbnpe Span Length (L): B.33ft LOAD TYPE ROOf I M FLOOR (R a F) (#Il) M an:! V 3l end (a)."Jllii M and V 3l end (b) *._~ POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI F W2 W3 C' W4 . "END REACllONS/SHEAR VALUES x P EXTENT OF LQI\O Xa Xb (ft) B.33 200 . .. 200 . .. .. , Va (=Ra) (#) Vb (=-Rb) (#) ... . . . ... . , . . . . ... . .. .. . .. "X . . .. .. ... , . .... Proposed Member : Size of Member : Web SlIfferers ? ...... 'tJuI'Ro 250 . . . . ..:..: .~.n '0 <------- X ------> (Pant Loads) ~ P 11111111111111111111111111 f Xa Xb t Ra (Dlsb1l:llted Loads. W) Rb <-------------------------- L ----------> AIlOW3ble Readlon Ru: AIlOWJble Shear. VII: AIlOWJble Ben:llng. Mu: Deflection Coeftctenl. E1: Deflection F3:tor : AIlOWJble Dellectlon 1Imax: load Dural/m F3dor. Cd: LOAD DIAGRAM Max Re3dlm = 667 # 96 Re3CUon = 66 96 Max Shear = 667 # 96 Shear Stress = 60 96 1015 # 1.110# 3.210#1l 185 m#h1h1 L/ 480 0.33 In 1.00 2.222 # Il 6996 Size of Member : 95 h1 T/III'IlO 2SO I I I . I (j~ax Dellectlm = I 96 Deflection = I I I I I Max Moment = . 96 Berdlng Stress = 0.31 In 9296 (OK) DARRELL L. CARMAN. P.E. PrO\ecl Name: CMember LocaUon : LL T.we (FL. Sl, WI.. EQ) : Slmpe Span Length (L): LOAD nPE WALTER- T Fku Imst, FL 5.00 Il ROOF I flOOR (R cr F) 'iiI/iWfJlJf!jt'4'iJJi! wum>>:",.m~ IWli'%S'Ml"''P 'tti~Wff.ff:r;_(&;:'i:., M x P (#Il) (ft) (#) R R R FDL FDL FDL <------- X ------> (Pant I.oods) ~ P /1111111111111111111111111 t Xa Xb t Ra (Dlsb1Wled loads. WI Rb <-------------------- L --------___> lOA D Max Re3ctlm = 96 ReacUon = DIAGRAM 835 # 8296 Max Shear = 60S # 96 Shear Stress = 35 96 I Max Moment = i 96 Ben:llng Stress = !(~v1ax DeflecUm = I 96 DeOecUon = 810# It 1696 0.00 In 396 SIlllJCfURAL O\I.ruIATIONi lob No. 0>-12 Pag 44 01 85 SIMPLY SUPPDlm.D X ROOF flOOR CANf\lEVERED (ps!) (psi) DEAD LQI\O : 20.0 10.0 lNE lO'\D : 30.0 40.( TOTAL LQI\O : 50.0 50.( PANEL WIDTH 31Xa 31Xb (ft) 1.00 5.00 1.00 8.00 1.00 M an:! V at end (a) M an:! V at end (b) POINT lQl\OS PI P2 P3 P4 DlSTRIB. LOADS WI W2 IC' : . '~ND REACllONS / SHEAR VALUEs . . . . Va (=Ra) (#) .. Propa>ed Member : Size d Member : Web St1Ifeners ? ... . . 1l11PRO 250. . . . .. :..: . -"r.; "0" .' :0: .. . Allowable Re3dlon Ru: AllO\\lJble Shear. VII: Allowable Berrlng. Mu: DeOecUon CoeftclenL E1: DeIlecUon F:dcr : Allowable Dellectlon I'>max: load Dlll3tlm factor. Cd: 1015 # 1.710# 5.210#ft 474 m#h1h1 L/ 480 O.Bh1 1.00 Vb (=-Rb) (#) -~ -210 -350 ..~1 o . ... . ... .. -l9! .. . ... .. . . . ... .. o . o ~ .. o ~ . ... .. ... . 0 .... Size of Member : H h1 TJWRO 2SO (OK) DARRELL L. CARMAN, P.E ProJect Name: C Member LocaUon : WALTER- T SIRlICI1IRAL O\I.ruIATlON5 Job No. 0S-12 Pag 45 d IJS Dcrnu fku )oIst He3Ier J LL Type (Fl SL WI.. EQ) : SL Slmpe Span Length (L): LOAD TYPE 10 I I I END MOMENT (a) END MOMENT (b) POINf LOADS PI F P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACTIONS / SHEAR VALUES <---- X -------> (Pant lm:ls) ~ p 11111111111111111111111111 t Xa Xb Ra (Dlsb1bu1ed Loads, WI <------------- L 5.00 Il SIMPlY SUPPORTED CANIllEVERED DEAD LQI\O : INE LQI\O : TOfAL LQAJ> : M x p EXIINT Of LQI\O Xa Xb (ft) (ft) PANEL WIDTH alXa atXb 1ft) ... . . .... . . . .. . X ROOF FLOOR . Va Vb (=Ra) (=-Rb) (#) (#) 339 -331 .... . .... .... ... . . . .. . . ... . . . . ..... . . ... . ...~ ol33 .. . . . . . . . . .. ...... . I'1qlosed Manter NOII1ImJ ",,,"1111'300 Gr3J'i ~. . . . . .... llnDF.l #2 ..:..: Utn'lttttdqth ...... .. .. . ... . . . .. .... .. . t Rb > LOAD DIAGRAM Max Shear = 339# ReQ!Jlred A = 4.6 In' Actll3l A = 16.9 In' Max Moment = 10.200 # h1 ReQuired S = 9.41rt I . Actll3lS = 31.61rt Il Allow LL Dell = 0.17 In I ReQuired I = 9.11rt I Actual I = 178.0 Irt I I I I I MJn Depth Reql (In) Fv AlllMI3lie Shear : fb AlIlM13lie ~: E M:rlJIus or ElasUdry : I'J, DellecllOll limll : Cd Load DlIf3Iloo Facta : 3.10 9Spst 87Spst 1.6 ~psl L/360 U5 SIZe of Member : 6.B 4.18 2 I 8 Use2xl1 DF-l #2 10 I I I I I I I I o DARRELL L. CARMAN, P.E PrC1ed Name : WALTER-T STRlJCJURAL O\I.ruIATIONi Job No. 0>-12 Pag 46 of 85 MemberLocauon: IJmJu F1cu last HeaItY ) LL T)pe (FL S1.. WI.. EQ) : SIMPLY SUPPOKTID X ROOF FLOOR CANTIlEVERED (p;I) (p;I) DEAD LOAD : 20.( 10.0 UVE lO'\D : 30.( 40.( TOTAL L(w) : 50.0 50.0 SL Slmpe Span Length (L): 5.ooll LOAD TWE ROOF I FlOOR (R CI F) \%*-\t m@i#i~ '1_~>iilid'%Wi1 PANEL WIDTH alXa atXb 1ft) Va Vb (=Ra) (=-Rb) (#) (#) 339 -33l ... . . ... .... ... . . .. . o.' . . . ..... . ... . ''5$' ,;Ji9 M x p EXTENT Of lQl\O Xa Xb 1ft) (ft) (#Il) END MOMENT (a) END MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REAcnONS I SHEAR VALUES F . . ... . . . .. . . .... . . .. . . .. o o . .. . <----- X ------> (Point Lm:Is) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb1l:uled Loads, WI <-------------------- L - ...... Prqx>sed Member NOIfdnal ~dIk 3m Grat.:.. . . .... .... o . o .... ...... . . .. .. . ... . .. .. . ...... . . .... t Rb 1.75 . MJaollam L\It 14 In nm. dqth > LOAD DIAGRAM MJn Depth Re~ (In) Fv AlllMl3ble Shear : 28SpsI Max Shear = 339# Fb AlIlM13b1e BerrIJrg: 2.600 psi ReQ.utred A = 15111' E Modulus d EIastld!Y : 1.9 m-psI Adm! A = 245 In' 0.89 6 Delledlon UmIt : L/360 Cd Load Duralloo FacIa : I.IS Max Moment = 10.200 # h1 I ReQ.utred S = 2.8 In' I Adm! S = 57.2 lit 3.12 C. Size of Member : L7S J{ 5.5 Allow LL Dell = 0.17 In Use L7S x 14 RfQ!JIred I = 7.7 lit' MIadI3m Actual I = 4OO.211t' 3.75 Ie, I I I I I I !o I I DARRELL L. CARMAN, P.E. ProJed Name: Member LocaUon : LL Tjpe (FL SL WI.. EQ) : Shnpe Span Length (L): LOAD TYPE WALTER-T STRlICTlIRAL O\I.ruIATIONS lob No. 05-12 Jl'ate 47 d as IQId8J WIIIcM' Ht2IeJ 2 SIMPlY SlJPPORJID X ROOF FLOOR CANf\lEVERED (psi) (psi) DEAD LQI\O : 20.( 10.( UVE lO'\D : 30.( 40.( TOfAL LCW> : 50.C 50.C SL 6.501l M x P PANEl WIDTlf alXa atXb (ft) 1ft) Va (=Ra) (#) <----- X ----> (Panl Lm:Is) ~ P IIIIIIIIIIIIIIIIIIIIII!l1I t Xa Xb Ra (Distributed Loads. WI <-------------------- L END MOMENT (a) END MOMENT (b) POINT LOADS PI R P2 R P3 P4 D1STR1B. LOADS WI F W2 FDL W3 W4 END REACllONS / SHEAR VALUES 87 1.071 . .'L~ ..325 . . . ..... . .1.124 . .. . ...... PIqlosed Member NomImI ~dlIt 3m Grat.:. . . . .... ...... . . .. .. . ... . .. .. . t Rb 1.75 . MJaoJbm LVI. 8 In lIl3X. dq:th > LOAD DIAGRAM Max Shear = ReQuired A = Actual A = Max Moment = ReQulred S = I. ActualS = I", I~ AllCP.\! DeOecuon = I ReQ!Jlred 1 = Actual I = Mln Depth Re~ (In) fv AlIOMlble Shear : fb AIIOM1b1e BenIIng: E MxfuIus or El3SlIdry : A Ddlecuon Umlt : Cd loodDtr.ll.latFacta: 28SpsI 2.600 psi 1.9 m-ps1 L/24O 1.15 4.226 # 193 In' 25.4 In' 553 91,500 # In 28.4 lit 30.7 lit 6.98 Na d Members : SIZe of Member : ( 2 ) 1.75 x 7.1.5 0.33 In 87.0 lit 111.1111' MladJam 6.68 Vb (=-Rb) (#) .... . . . .... ...... . . .... SIMPLY SlJPIlOK/ID X ROOf FLOOR CANTIlEVERED (psQ (psQ DEAD LOAD : 20.0 10.( INE LOAD : 30.( 40.0 TOTAL LQI\D : 50.0 50.~ DARRELL L. CARMAN. P.E ProJed Name: C; Member LocaUon : WAlTER-T STRUCIlIRJ\L O\I.ruIATIONi Job No. 0>-12 Pag 48 or 85 Na:i:~Beam3 LL T)pe (FL SL WI.. EQ) : SL Slmpe Span Length (L): 9541l LOAD TYPE ROOF I flOOR (R a F) M x P EXTENT Of LQI\O Xa Xb 1ft) (ft) PANEL WIDTH atXa atXb (ft) (ft) Va (=Ra) 1#) (#Il) (ft) (#) o . . ...... END MOMENT (a) END MOMENT (b) POINT LQl\DS PI R P2 P3 P4 DISTRIB. LOADS WI F W2 FDL W3 W4 END REACllONS / SHEAR VALUES .m ".. % ..... . . .\ll18 ,0 . .. . <---- X ---> (PdntLoa:ls) . P 11111111111111111111111111 t Xa Xb Ra (Dlslrll:XJled Loads, WI <-------------------- L -- Prqlosed Member NomInM"lH<M and Grade : .. .... 6InDF-L #2 ...... .. .. .... .... .... .. t Rb .. ... . .. .. . > LOAD DIAGRAM MJn DqJ1h Re~ (In) Fv Allu.vable Shear : fb AIlu.vable~: E Modulus of EIaslId!y : li Denecuon Umlt : Cd Load DU'3ttoo facta : &Spsl Il7Spsl 13 ~psI L/24O 1.15 Max Shear = 3.288 # RfQ.uIred A = SO.5 In' Actwl A = 63.3 In' f Max Mcment = 97.300# In I ReQUIred S = 94.9 lIt I. Actwl S = 121.2 lIt C Allow Denecuon = 0.48 In I ReQUIred I = 208.5 lIt I Actwl I = 697.1 lIt I I I 9.17 10.18 SlZe or Memb5' : 6 x 12 DF-L #2 7.69 Vb (=-Rb) (#) 684 -343 . . . . . . .... . . . . .... ...... . . .... SIMPlY SUPPORTED X ROOF fLOOR CANTllEVERED (psf) DEAD LQI\O : 20. LM lOAD : 30.0 TOTAL LOAD : 50.0 EXTENT Of LQI\O PANEL WIDTH Va Vb Xa Xb al Xa at Xb (=Ra) (=-Rb) (ft) (ft) (ft) (#) (#) DARRELL L. CARMAN. P.E ProJect Name : WALTER-T STIUCIURAL 0\I.ruIA11ONi lob No. 0S-12 Pag 49 cl 85 C Member LocaUon : NlD CdItrt\ Beam 3 LL T.we (fL S1.. WI.. EQ) : SL Slmpe Span Lenglh (L): 9.54 Il LOAD TYPE ROOF I M fLOOR (R cr f) (#Il) x P (ft) (#) "_'lA__~ 'I1!fm!Hi.W/!{J&!L tr,f@~ o .\448 END MOMENT (a) END MOMENT (b) POINT lOADS PI R P2 P3 P4 DISTRIB. LOADS WI f W2 FDL W3 W4 END REACllONS I SHEAR VALUES 684 .m ... ~ ...... . . . ...... . .. . <----- X -----> (Pant I.m:Is) ~ P 11111111111111111111111111 t Xa Xb .. . Prqlosed Member NomIrM\l.f<ftA am Grade : .. .... . . .... ...... . . .. .. . ... . .. .. . t Rb Ra (DISb11:XJled Loads. WI -L > J.7S . MJcroIJarn LVI. 14 In max. deph < LOAD DIAGRAM M1n Depth Re<p (In) Fv A11~e Shear : Fb AlI~e BmlIng: E Modulus or EI3SlId!Y : t;. DeflecUon UmI1 : Cd Load Duration Facla: 28SpsI 2.600 psi 1.9 m-ps1 L/24O J.IS Max Shear = 3.288 # ReQuired ^ = 15.0 In' AclualA = 49.0lli' f Max Moment = 97.300 # In I. ReQuired S = 31.91rt Actual S = 114.3 Irt ( , AlIa.\! DeflecUon = 0.48 In ..~ ReQ!Jlred I = 142.6 lit Actual I = 800.3 lIt 4.30 7.40 SIZe cl Member : 1.75 x 11.875 Use (2) L7S x 14 MIcrdIam 7.88 -343 . . . . . . . ... o . . .... ...... . . .... DARRELL L CARMAN, P.E. ProJect Name : o Member LocaUon : WALTER-T Great RamI CtIIIng Beam 4 LL Type (FL SL WI.. EQ) : SL Shnpe Span Length (l): 19.83 Il LOAD mE ROOF I flOOR (R a f) M x P (#Il) (ft) (#) STRlICfURAL O\I.ruIATIONi lob No. QS..12 Page 50 d 85 SIMPlY SUPPORTED X ROOf FlOOR CANlllEVERED (p>1) (p>1) DEAD LQI\O : 2O.e 10.0 l1VE lO'\D : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 EXrENT Of LQI\O Xa Xb (ft) (ft) PANEL WIDTH atXa atXb (ft) (ft) o END MOMENT (a) END MOMENT (b) POINf LOADS PI R P2 R P3 P4 DlS/RJB. LOADS WI F W2 W3 W4 END REACllONS / SHEAR VALUES <------- X ------> (Pant Loa:Is) J. P 11111111111111111111111111 t Xa Xb (Dlstrl!xJted I.oods, W) t Rb Ra <----------------- L- > lOAD DIAGRAM MJn Depth Reql (In) Max Shear = 9.227 # ReQUIred A = 4Uln' Actual A = 49.0 In' [ Max Moment = 220.400 # In ReQuired S = 73.0Id Actual S = 114.3 lIt (/ Allow LL Dell = 0.50 In ReQ!Jlred I = 648.7 lIt I Actual I = 800.3 lIt I I 11.06 11.19 B.OS 19.83 . . 0 .. Va (=Ra) (#) Vb (=-Rb) (#) 682 -2.65 ~.081 ..... . . .... .... . 0496 o. . . . ...... . . . . . . ...... . . PIqlosed Member NomtnaI Wldlh and CiraM ~ ...... . . .. .... .. .. 1.75 . MJcroJIam LVI. Fv Allo.II3bIe Shear : Fb AIlo.ll3ble BeIlIIng: E ModulusofElasUd!Y: A DeflecUOlI /Jnit : Cd Load DuraUoo F3cllr : . . . .... . ... o . 0 .. . ...... . . .... 14 In um: dqth 28SpsI 2.600 psi 1.9 m-psI L/480 U5 No. dMembeJs: SIZe of Member : ( 2 ) 1.75 J( 14 MladJam IlAAREU. L CARMAN. P.E PrC1ed Name : WALTER-T SI1llICTURAl O\I.ruIATIONS Job No. 0>-12 Page 51 d 85 c Member LocaUon : Great Room CeIlIng Beam 4 LL Type (F1.. Sl, WI.. EQ) : Shape (B, W, C. 15. L) : Sbnpe Span Length. L : Welght d l:eam : SIMPLY Sl./PPOKfED X ROOf FlOOR CANlllE.VERED (psf) (psf) DEAD LQI\O : 20.0 10.0 1M lO'\D : 30.0 40.0 TOTAL LQI\O : 50.0 50.0 SL W 19.83 Il 19pt LOAD TYPE M X P EXITNT OF lO'\D Xa Xb (ft) PANEL WIDTH alXa atXb (ft) o END MOMENT (a) END MOMENT (b) POINT LQI\OS PI R P2 R P3 P4 DISTRIB. LOADS Beam WI FDL WI F W2 W3 END REACllONS I SHEAR VALUES . . . .. 19.83 19.83 ...... 1.00. 1.00 ...... . .. <---- X -----> (Pdr4Loods) ~ P IIIIIIII~I AI rowARlI= MfMHfR~FS .. .. Fy)'leldStr.: fv Shear strength : fb Ben:Ilng.str.: E Moduh.lS or E1asl1dly : AneMWIe Dellecuon: DuJatlon or Load Factor: t Xb t Rb Xa Ra (DISlrll:XJled LoaIs. WI <-------------- L > LOAD DIAGRAM Va (=Ra) (#) Vb (=-Rb) (#) -2.65 -6.08 .... . .. .. .191 ..... . . ..... ...... ... !.191 ..:....,.96 .. .... .. I. .... . . .... ...... . ....0...... . . ..JIj. 1\>1 .... o. . 14.4 kst 23.8 ksI 29.0 m-psl L/24O 1.00 Untnced Length Lb = 2.00 ft Design Shear = 9.4 kips ReQUIred A = 0.98 Beam Deph d = 12.]6 In AdU31A=dlW= 2.86 (0.1( ) Web ThIckness, lW = 0.23S In ~ WIdth. bl = 4.(J(J)ln f Design Moment = 224.4 kip h1 ~ ThIckness, If = 0.350 h1 I I. ReQ!Jlred S = 9.4 AdU31 S = 21.4 (OK) ( Anew Denecuon = 0.99 In SIze of Member : W 12 X 19 ReQUIred I = 36.7 Sled Ban Actual I = 130.2 (OK) o 10 ) c IlAAREU. L. CARMAN, P.E. PrOjed Name : WALTER-T SllllJCTURAL O\I.ruIATIONi Job No. 0>-12 Pag 52 01 85 SecIIon ~ Slrenglb CakUaIlm for: Grell Rooo1 CedIng Beam 4 I. FOR COMPAcr SECllON WITH Lb ~ I.c : bf/lIfS 6SNfy? S.72S 10.83? YES d I lWS 640Nfy? 51.74~ 106.671 YES (F I - 2): 76bfl\JFy = 4.23 20,OOO'(dlAI)Fy = 534 I.c = MIN (76ltNFy, 2O,OOOI{d/AI)Fy) = 4.23 Il Unlrared Length Lb = 2.00 Il \lJ S Lc? 2.00 S 4.23 ? YES (F I - I): BeOOlng Stength. Fb = 0.66 Fy = I 23.8 kst 2. FOR NONCOMPACf SECllON WITH Lb S I.c : SmmD MEMBER IS COMPAcr - SECllON DOES NOT APPlY 3 Are flanges 1lOI....JU...,.:t? Is this al:lJllt-up member? ..... . . .... ..... . . .... ...... . . . . . . .. . . ...... .. . ...... . . . . ...... o. . ...... . . . . . . . .... .. .. .. . . . . .. . ...... .... . NO . . . .. .... . ...... . . .... . . .... ...... .. .. . ... . . . . . .... .. . GO TO NEXT SECTlON 3. FOR COMPACT OR NONCOMPACf SECllON WITH Lb > I.c : Lb> I.c? 2.00> 4.23? SECllON DOES NOT APPlY M3= k1ph1 Mb = k1ph1 . M+ = 224 kip In M+~M3andMb? Cb = #DIV/O! I = LInbraced ~tb. Lb = rT= IIrT = MJn IIrT = (102,000 Cbl Fy)1I2 = Max I/rT = (510,000 Cb/fy)lI2= MJn~ IJ rT? I/rT~ Max? FI-6: N/A F 1-7 : N/A f 1-8 : N/A DARRELl L CARMAN, P.E. PrDled Name : C Member Locauon : WALTER-T STRlICIURAl CAlOJIAlXWi Job No. 05-12 Page 53 d 85 Great Ram WlnIllwIbB 5 LL Type (FL SL WI.. EQ) : SL SIMPlY SlIPI'OKTED CANTIlEVERED DEAD LO\D : 1M lO'\D : TOTAL LO\D : Slmpe Span Length (L): END MOMENT (a) END MOMENT (b) POINT LOADS PI P2 P3 P4 D1STR1B. LOADS WI W2 W3 W4 END REAcnONS/SHEAR VALUES <------ X -----> (Point Loads) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb1bu1ed Loads. WI <- -L LOAD lWE 10 ...... . . Prqlosed Member NomImI W1(\1h and GrilI;/Q. . . ...... . . .... IlnDF-l #1 ..e 8td..mrx.d~..... .. . . ... . . . .. .... .. . 3.50 Il F X ROOF R..OOR Va Vb (=Ra) (=-Rb) (#) (#) -2\5 -2\5 .... . .... . . -1:d7i .~;lIj .. . . . .... . . . ...... . . .. .. . ~ .t2?l .. . . . . . . . . . 8 1I1.111aX. LOA D DIAGRAM MJn Depth ~ (In) Fv A11lMGble Shear : 95 psi Max Shear = 1.291 # Fb AIllMGble ~: 87SpsI ReQ.ulred A = 17.7 In' E MOOIIus or Elastldry: 1.6 m-ps1 ActwlA = 21.8 In' 5.91 !!I. DeIlecuoo IJmIt : L/360 I Cd Load DlII3Uoo F3cla : 1.15 I Max Moment 9.000 # h1 i = I ReQuired S = 7.9 lIt J Actwl S = 26.3 lIt 3.98 No. d Members : ( 2 ) (- Size d Member : 2 x 8 AllOlV LL Den = 0.12 In 1 ReQ.ulred I = 4.6111 DF-L #2 I Actwl I = 95.3 111 2.64 I I ROOF I R..OOR (R a F) '~WJiiM"'*})>,. iWWdWilliNWJ. ilk..1 M x p (#Il) 350 ..... . . . .. t Rb > ,0 I I I 10 I I DARRELL L. CARMAN. P.E. Project Name: WALTER-T STJllJCJURAL O\I.ruIATIONi lob No. 0>-12 Pag 54 of 85 Member LocaUon : fku Bean 6 LL T)Ile (FL SL WI.. EQ) : SIMPLY stIPPOIUID CANfllEVERED DEAD LQI\O : UVE LQI\O : TOTAL LQI\O : SL Sbn(ie Sp3n Length (L): 19.58 Il LOAD TYPE ROOF I FLOOR (R (l' F) END MOMENT (3) \1'~I~rfl END MOMENT (b) *1$.'%&1'. POIN[ LOADS PI P2 P3 P4 D1STR1B. LOADS WI F W2 F W3 F W4 END REACllONS/SHEAR VALUES M x P EXTENT Of LQI\O Xa Xb (ft) PANEL WIDTH at Xa at Xb (ft) (ft) (#Il) . . .. . X ROOF FlOOR Va (=Ra) (#) .'~6il o. . 2.3 . IiZ9 ...... . <--- X -> (PW1t ums) ~ P 111I1111II111I11I1I111I1lI ...... . . Prqx>sed Member Nomlnal Wllllh an:! ~. ...... . . .. .... .. .. t t Rb Xa Xb (Dlsb1buted ums. W) L > Max Shear = 5,819# ReQuired A = 26.6 tn' Actual A = 73Stn' I Max Moment = 307.100 # h1 ReQuired S = Ion lIt Actual S = 171SIIt Ie Allow LL Dell = 0.65 In i ReQuIred I = 1.1SS.61It I Actual I = 1.200.5 lIt I Ra 1.75 . MJcrollam LVI. < LOAD DIAGRAM MJn Depth Re<p (In) Fv AlIONilie Shear : fb AIlONilie BernIng: E Modulus d EIaslIdry : A DellectlCIIIJJmt: Cd Load DID'3llCII Facta : 5.07 . ... . .. .. . 14 In mIX. dqth 28Spsl 2.600 psl 1.9 m-pst L/360 l.1S 10.75 ( 3 ) L75 .I 14 No. d Manbe!s : Size or Member : MIadIam 8.82 Vb (=-Rb) (#) .... . . .... n . . . -3.1 ,... . -1.6Oll . .... . . ~~29\! . . . . .. .. ...... . . .... IlAAREU. L. CARMAN, P.L S1llI.lCTURI\L O\I.ruIATIONi PrOied Name: WALTER-T Job No. 0>-12 0 Pag 55 d 85 Member LocaUon : Fku Beam 6 SIMPLY SllPI'O/(ITD X ROOf FLOOR LL Type (F!.. s!.. WI.. EQ) : SL CANTILEVERED Shape (8. W; C. 15, L) : W DEAD LQI\O : 10.0 Slmfle Span Length. L : t958ft INE lO'\D : 40. Weight ci l:eam : I9pt TOTAL LQI\O : 50.0 LOAD TYPE M X P EXITNT Of lO'\D PANEL WIDTH Va Vb Xa Xb at Xa at Xb (=Ra) (=-Rb) (ft) (ft) (ft) (#) (#) END MOMENT (a) END MOMENT (b) POINT LQI\OS PI P2 P3 P4 DISTRIB. LOADS Beam WI FDL WI F W2 F W3 f END REACllONS I SHEAR VALUES 10 I I I I ..... . . ..... . . .. A1l0WARI F MEMIlEll.lOlIIli~ES . . fyYleldStrength: .... fv Shear StrengIh : fb BeRlIngSlr. : E Modulus orEl3Slldry: AIlow;tie Delledlon : DmatlonorLoadFaclor: Floor LL IlfI:hnIm facta: 29.0 m-psl L/360 1.00 696 .... . . .... . . "'... <------ X ----> (Pc:tnl Loods) ~ P 1111111111 1 IllIlllllIlIl II t Xa ...... . .....0...... . . ....~. ~I .... .. . 14.4 kst 23.8 kst Xb t Rb Ra (Dlstrll:XJled loals. WI <------------ L- > LOAD DIAGRAM Design Shear = ReQUIred A = ActualA = d lW = i Design Moment I = J ReQUIred S = Actual S = C Allow Defledlon = I ReQUIred I = I Actual I = UIII:Tared Length Lb = 200ll 5.7 kips 0.60 2.86 Beam De~h d = Web ThIdness. lW = flange Wldlh. bf = flange TI1lclm5s. If = 12.16 In 0.23S In 4.(0) In Q3S4 h1 (0.1<. ) 304.0 kip In 12.8 2\.6 (0.1<. ) 0.65 In (LL oo!Y) 715 131.2 ( 0.1<. ) SIze or Member : W U X 19 Sled Beam I IC' I I I I o i I l' Ie I I I I IlAAREU. L. CARMAN. P.E PrOlect Name : WALTER-T Seclloo ~ ~ CaIaIIaIat f<<: I'I<D Beam 6 I. FOR COMPAa SECllON WITH Lb ~ I.c : bf 121f~ 6SNfy? d/IWS 64<YVFy? (FI-2): 76bNy= 4.23 2O,OOO'(dlA/)Fy = 5.40 Lc = MIN (76IiNFy. 2O,000I{d/AI)Fy) = 4.23 Il UnlJ'ared Length Lb = 2.00 Il LbS Le? 2.ooS 4.23? (FI-!): Be~St. Fb= O.66Fy = 5.66~ 10.83? 51.74~ 106.67? SllllJCTURAL O\I.ruIATIONi Job No. 0>-12 Pag 56 d 85 YES YES YES I 23.8 k5t 2. FOR NONCOMPACT SECllON WITH Lb ~ I.c : SB.ECfED MEMBER IS COMPAcr - SECllON DOES NOT APPlY Are flanges IIOI.....,~ Is this al:ulJt-up member? GO TO NEXT SECllON 3. FOR COMPAa OR NONCOMPAa SECllON WITH Lb > I.c : Lb>I.c? SECllON DOES NOT APPLY Ma = k1ph1 Mb= kip In M+ = 304 kip In M+~MaanjMb? Cb = #DIVIOI 1 = lInbraced ~th. Lb = rT= IlrT = MJn IJrT= (102.000 Cbl IJlII2 = Max I/rT= (SIO.OOOCb/Fy)II2= 2.00 > 4.23 ? MJn~ II rP I/rTS Max? FI-6 : F 1-7 : F 1-8 : N/A N/A N/A 3 ..... . . .... ..... . . .... . . . . . ...... .. . . . ...... .. . ...... . . . . ...... .. . . . ...... . . . .... . . .. . . . . .. .. .. . ...... .... . . . .. . .... . ...... . . .... . . .... .. .. ...... . H. . . . . . .... .. . NO DARRELL L. CARMAN. P.E. Prefect Name : o Member LocaUon: WALTER-T STRI.ICfURAL O\I.ruIATIONS Job No. 0>-12 Pag 57 of 85 ~Bcuo7 LL Type (FLSL WI.. EQ) : SL Slmpe Span LengIh (L): LOAD TYPE '0 ROOF I FLOOR (R II f) ''k--i- 'I&'~w::^,mWill JWfr;%1~j(m' 4JJllJk<:Wi:f.~Whl2 1#1l) F <----- X ---> (Pant J..o3js) ~ P 1IIIIIIII/II/II1111111WI t Xa Xb Ra (Dlsb1OO1ed Loads. WI <-------------- L SIMPLY stIPPDIITED . X ROOf FLOOR CANTIlEVERED (psi) (psi) DEAD LQI\O : 20.( lOJ UVE LQI\O : 30.( ]00.0 TOTAL LOAD : 50.( 110.( 4.92 Il M X P EXTENT OF LQI\O Xa Xb (ft) 1ft) 4.92 . . . . .. ..... . ..... .. .. Va Vb (=Ra) (=-Rb) (#) (#) ..... . ..... .... ....4 0 0 . .. . . . .... . :.. .~.u !aI . . .. .. 0 .... . . . . . .. . .. . o. . . . .. ~l '.8/ . 0 . ... Proposed Mt'mber Nominal WIdth and ~ :: 21n DF-L #2 11m max. dqth ...... . . .... t Rb > Max Shear = 811 # ReQuired A = ll.l In' Actual A = 16.9111' i Max Moment = 12.000 # h1 ReQuired S = 11.21rt Actual S = 31.61rt , L Allow LL Dell = 0.16 In I ReQ!Jlred I = 1S.llrt I Actual I = 178.0 In' I I , LOAD DIAGRAM MJn Depth Re~ (In) Fv Allo.wble Shear : fb AII~e BemIng: E Modulus of ElaslIdry : tJ. DellecUon UmlI : Cd LoadDuraumfada: END MOMENT (a) END MOMENT (b) POINr LOADS PI P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACllONS/SHEAR VALUES 7.43 95psl 875psl 1.6 ~ps1 L/360 1.15 SIze d Member : 6.69 4.94 1 x 10 Use2x12 Dr-L 112 DARRELL L. CARMAN, P.E. PrOlect Name: o Member LOCIUon : WALTER-T snucruRAL O\I.ruIATIONS Job No. 0>-12 Pag 58 of lIS SIMPLY Sl.IPPOKIID X ROOF FLOOR CANTIlEVERED (p>!) (p>!) DEAD lQl\O : 20.0 10.C UVE lO'\D : 30.0 100.0 TOfAL LOOJ) : 50.0 1I0.C ~Beam7 LL T)pe (FLSL WI.. EQ) : SL Slmpe Span Length (L) : END MOMENT (a) END MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI W2 W3 W4 END REACllONS/SHEAR VALUES LOAD TWE 10 4.921l f Va Vb (=Ra) (=-Rb) (#) (#) ..... ..:., . .... ....l. . . . .. . . . .... . :...WI -'&Il' . .. ..1 .... . . . . . .. .. o. . .... . . ...~I '.Ill . .. .. . ... Prqxls6:I Member NornImI Width and 6ff.1e :: ...... . . .... t Rb 1.75 . MJaollam LVI. <----- X ----> (Pant Loa:Is) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb1\Ued Loads. WI <------------- L ROOF I flOOR (R a f) ''Ii'J''!I*i'ifli.W''III k,f,Wf,ft."!ttJ'wl&lfr, .~\$'(\W M x P PANEL W\DJH at Xa at Xb 14 In rnax. deph LOAD DIAGRAM MJn Depth Reql (In) Fv A11mlll:ie Shear : 28Spst Max Shear = 811# fb A11mlll:ie BernIng : 2.600 pst ReQUIred A = 3.7 In' E Modulus of EI3SlIdry : 1.9111-psI Actual A = 245 In' 2.11 A DellecUon UmIt : L/360 Cd Load DlI'3IJoo F3cta : 1.15 i Max Moment = 12.000 # h1 I ReQUIred S = 3.41rt J Actual S = 57.2 Irt 3.40 i Size of Member : 1.75 x 55 Ie AllCllV LL Dell = 0.16 In Use l7S x 14 I ReQ!Jlred I = 127 Irt MIadIam I Actual I = 400.2 Irt 4.43 , I I (#Il) 4.92 3.00 . . . . .. ..... . ..... > DARREll. L CARMAN. P.E. ProJect Name : WAlTER-T CJ Member LocaUon : fkD Beam 8 LL T)pe (FL SL WI.. EQ) : SL Sbnpe Span Length (L): 10.001l STIlIJCfURAL O\I.ruIATIONS Job No. 0>-12 Pag 59 or 85 SIMPlY SUPPOKTID X ROOf FLOOR CANTIlEVERED (pI1) (pI1) DEAD lQl\O : 20.0 10.0 /JVE lO'\D : 30.( 40.( TOfAL LQI\O : 50.( 50.( lOAD DIAGRAM MJn Depth Re~ (In) Fv AlIC>.\I3Ne Shear : 28SpsI Max Shear = 7,616# fb AIIC>.\I3Ne BernIng : 2.600 psi ReQuIred A = 34.9 In' E MOO.dus of ElaslId!)' : 1.9 m-psI AcIualA = 49.0 In' 9.96 l!. DelIecuon (jmll : L/24O Cd Load Duratloo F3cla: 1.15 ] Max Moment = 243.100 # In ReQuired S = 8UlIt Actual S = 114.3 lIt 11.79 No. d Members : ( 2 ) L SIZe d Member : 1.7S J( U.87S Allow OeOecuon = O.SOln Use (2) L7S x 14 ReQuired 1 = 339.6 Iff M1adJam Actual 1 = 800.3 Iff 1052 DARRELL L. CARMAN, P.E.. PrC1ect Name : WALTER-T Sl1lI.ICruIW.. O\I.ruIATIONS Job No. 0>-12 Pag 60 d 85 I C; Member LocaUon : Great RaIn CeIlIng Beam 4 SIMPLY SI.IPI'ORfED X ROOf FLOOR CANf\II.VERED II!;!) (ps!) DEAD LQI\O : 20.0 10.0 WE lO'\D : 3O.~ 40.~ TOTAL LQI\O : 50.0 50.0 LL Type (FL. S1.. WI.. EQ) : Shape (B, W, C, 15, L) : Simple Span Length.. L : Weight cll:eam : LOAD TYPE ROOF I FLOOR (R cr f) SL W 10.001l I9pt M X (#Il) (ft) P EXITNT Of lO'\D Xa Xb (ft) (ft) PANEL WIDTH 3lXa 3lXb (ft) (ft) Va (=Ra) (#) Vb (=-Rb) (#) o END MOMENT (a) END MOMENT (b) POINT LQI\OS PI R P2 P3 P4 DISTRIB. LOADS Beam WI FDL WI F W2 R W3 FDL END REACllONS / SHEAR VALUES (#) 2.0 -4. ..... . . ..... .... . .. .. . ...... . . .. 10.00 10.00 10.00 10.00 . . ...... . ...... . . .. -96 ....... ..... ..2S0 . . 1.00. -I."" .. ,,- 8.73 ....&13 . . 9.00 ~oo . ... . .. .. . . . ..... . . <----- X -----> (Pant Loods) ~ P II UJJ.lJJ.llJJJ1 lllllllJ I II All nWARI F MfMRfR ~F~P;; t Xa Xb t Rb fyYleld Str. : fv Shear StrengJh : fb Ben.1JngStr.: E Modulus ofElasUdry: ADaMlbIe DeIlectlon : DmatlonorLoadFactor: 36.0 kst 14.4 ksI 23.8 ksI 29.0 m-psl L/240 1.00 Ra (Dlsb1buted Loads. WI <--------------- L -- > LOAD DIAGRAM UnIrared Length. Lb = 2.ooll Deslgll Shear = 7.7 kips ReQulred A = 0.80 Beam DeJ1b. d = JO.24fn ActualA = d tw = 2.56 (O.K. ) Web lbldmess. lW = 0.250 h1 i FI:mge Wldlh. bf = 4.020 In J Deslgll Moment = 245.5 kip In flange ThIdcress. If = 0.395 h1 ReQulred S = 10.3 Actual S = 19.0 (O.K. ) C Allow Deflection = 0.50 In SlzeolMember: W JO X 19 ReQulred I = 226 Sled Ban Actual I = 97.2 (O.K. ) DARRELL L. CARMAN. P.E. Project Name: o Member LocaUon: WALTER-T SIlllICt1JRAL O\I.ruIAnONS Job No. 0>-12 Pag 61 d 85 ~ RaID WlllbwHeader 9 LL Type (FL SL WI.. EQ) : SL Slm~e Span Length (L) : 10 I I I I I I I I I LOAD TYPE ROOF I M FLOOR (R cr F) (#Il) END MOMENT (a) _'A'.i END MOMENT (b) tI ~ ;" POINT LOADS PI P2 P3 P4 DISTRIB. LOADS WI F W2 W3 W4 END REAcnONS I SHEAR VALUES <------- X ---> (Pant 1.m:Is) ~ P 11111111111111111111111111 t Xa Xb Ra (Dlsb11:XJled Loads, WI <-- L 3.501l SIMPlY SUPPORTED CANTllI.VERED DEAD LQI\O : IN[ lO'\D : TOTAL LOAD : X ROOF FLOOR x Vb (=-Rb) (#) P PANEL WIDTH at Xa at Xb (ft) (ft) Va (=Ra) (#) EXfENT Of LOAD Xa Xb (ft) (ft) -18 -18 .... 0 . .... .... 0 . . .... . o. . . . . . 1039 90 .. . . . . . ...... . . 0 . .... . . . .... 0 . o. . . . .. . o. . 0 . rr.091 o. ...... . . .... .. .... Prq>osed Manher NomIll3I Wftllh and ~o :....: . .. .... 21n DF-L #2 8 lit mal. deph f Rb 8 In. max. > LOAD DIAGRAM Max Shear = 1.091# RfQ.u1red A = 15.0 In' Actual A = 21.8111' ) Max Moment = 7.600 # h1 RfQ.u1red S = 6.61rt Actual S = 26.3 Irt ('" Allow lL Dell = 0.12 In ~ I RfQ.u1red I = 3.9 lIt I Actual I = 9S.3 lIt I I MJn Depth Re<p (In) fv AIICM13ll1e Shear : Fb AIlCMl3llle BeRllng: E ModuIusofE~: b. DellocuOll lhmt : Cd load Duratlro f3ctcr : 9SpsI 87SpsI 1.6 m-pst L/ 360 1.15 4.99 3.64 No. cf Members : SIZe of Member : ( 2 ) 2 Jl 6 Llse(212x8 Dr-L 1t2 2.50 o :0 1 I I I I i J c I I I I I IlAAREU. L CARMAN. P.E. Prefect Name: WAl.TER-T SecllOII BlnIll; Slrenglb Calm1a11m for: Greal Ram CdIIng Beam" \. fORCOMPAcr SECllON \WTH Lb~ Lc: be 121f~ 6SNfy? d/lW~ 640Nfy? (F I - 2): 76bfNFy = 4.24 2O,OOO'(d/AI)Fy= 7.18 I.c = MIN (76WVFy, 2O,000I{d/AI)Fy) = UnlJ'ared Length Lb = LbSLc? 5.0% 10.83 ? 40..% ~ 106.67 ? 4.24 Il 2001l 2.OOS 4.24? (f I - I): Berdlng Stmgth fb = 0.66 Fy = SJ1lIJCI1JRAl O\I.ruIATIONS lob No. 0>-12 Pag 61 d 85 YES YES YES I 23.8131 3 2. FOR NONCOMPAcr SECllON WITH Lb ~ I.c : SHEerED MEMBER IS COMPACT - SECllON DOES NOT APPlY Are flangs IlOIlOOIIlJl3CI? Is this a WtIt-up member? GO TO NEXT SECllON 3. fOR COMPACT OR NONCOMPAcr SECllON WITH Lb > I.c : Lb>Lc? SECllON DOES NOT APPlY M3 = k1ph1 Mb = kip In M+ = 245 kip In M+ ~ M33I1dMb? Cb = #DIVIO! I = lInIxaced Leng1I\ Lb = rT= I/rT= MIn I/rT= 1102.000Cb/~= Max I/rT= lSIO.OOOCb/Fy)"'= MJn~ ]/rT? I/rTSMax? 200 > 4.24 ? F 1-6: N/A f 1-7 : N/A F J -8 : N/A ..... . . .... ..... . . .... . . . . . ...... .. . . . ..... . o. . ...... . . . . I . ..... o. . . . ...... . . . .... . . o. . . . . .. .. o. . ...... .... . . . .. . .... . ...... . . .... . . .... o. .. ...... . ... . . . . . .... .. . NO c MK COLUMN LOADS SIRlP SIZE REINFORCEMENT REMARKS ROOF flOOR TOTAL LOAD WIDTH DEPTH #4 #S #6 (Ibs.) (Ibs.) (Ibs.) (pi!) (In) (In) A 1.950 1.744 3,694 530 24 8 2 Wa\]foctlq; OK B 2.452 1.744 4,196 S3( 24 8 2 Wall foctl~ OK C L02i L02i no 16 8 2 Wall foctlngOK D 6& 2.604 3,288 no 24 8 2 Wall foctlVS""- . ... .t E 687 9,418 580 36 8 3 2 . . . . . .... 8.731 .. . . F 860 860 580 16 8 2 Wall fOO;l~ OK .... . Wallf~Ol'- ...... . G 2.364 2.364 580 20 8 2 . .... . . . . .. .. . H 6.763 6.763 430 32 8 2 .. . . . . .. . 68( . . \ 1 1.493 1.138 2.631 20 8 2 Wall foamg~ . ., . . .. J 6.008 6.008 430 28 8 2 CombIne\t1Df t: .... ~ . ... . K 97~ 6.168 7.14 32 8 2 . . . ... L 3.869 3,1\69 480 24 8 2 CombIne \\lib J. M 4.221 4.221 430 24 8 2 Use 28 x28 X8w'(2) #4 E.W. N 6.801 4.27, 11.073 32C 36 8 3 2 0 7,082 4.448 lI,no 320 36 8 3 2 Combine \\lib P. P 2.992 1.966 4,958 E< 24 8 2 CombIne \\lib O. Q 4.046 2.5lS 6.5n E< 28 8 2 R 7.m 7.n9 480 32 8 2 Comb're \\I1h S. S 4.495 4.495 480 24 8 2 CombIne \\I1h R T 6.916 796 7.m 60C 32 8 2 CombIne \\lib LL U 11.786 ]1.786 600 40 8 3 2 CombJnewllh T. V 6.763 6.763 480 32 8 2 W 4.211 796 5.008 630 28 8 2 X 727 77:7 630 11 8 2 Wall foctl~ OK Y 2.000 2,000 no 20 8 2 Wall foctlngOK Z FOOTINGS . . . . . . . . . . . J c. I IlAAREU. L CARMAN, P.E ProJect Name : o WALTER-T SllllJCTURAL O\I.ruIATIONi Job No. 0>-12 Page 64of8S COMBINED FOOl1NGS c FTGS FOOTING I FOOTING 2 COMBINED fOOTING REMARKS I 2 X Load Size Load SIze Deph WIdlh I.englh X' ReInfordI\l: Bars (In) (#) (In) (#) (In) (In) (In) (In) (In) /.on): S/)(J"t Size 0 P 36 11.530 36 4.958 24 8 28 68 11 2 6 #4 R S 36 7.719 32 4,495 24 8 24 68 13 2 6 #4 T U 44 7,712 32 11.786 40 8 32 84 27 3 8 #4 J L 26 6.008 28 3.869 24 8 28 52 11 2 4 #4 ..... .... ... e. . .. . ....~ . . . . ..... . .... ... .. . . . . .... .. . . . .. . .. . ..... -. ) .. . .. . . ..... . . .. . .. .... . .. . . . ... . . . . . . . . . . . ] (~ ----7' I o o DARRELL l. CARMAN. P.E. Prefect Name: WALTER - T Sl1<<JCTURAl CALaJLATIONS lob No. Page 05-12 &salas RETAINING WAll GaIlIte Rear Foun:IalIOIl Wall 7/10 INPUT SOIL WALl I REINfORCEMENT Floor and RooI Load on Wall : pit Soli Pressure on WaD. P : 1.920 pit Wall Soli Pressure : 1.470 plf SolI EQlJlvalen\ FlUId Pressure : &0 pet Surcharge Pressure, Ps : plf Wall Surcharge Pressure : plf Sdl ADOIIIlble Bearing Pressure : 1.500 pst Total Base Pressure, (P+PS-R1) : 1,920 pit Base Rea:tJon. Rb : 1.470 pit Soli Lateral Bearing Pressure : 100 pet Top ReacUon, R1 : pll Soli Slldlng Resistance : 130 pst Floor and Roof Load on Wall : pit Soli Weight : 110 pet Weight d Wall : 938 pit MomentAt Base of WaD. Mb : -3,430 #-In/ln Concrele Weigh! : ISO pet Weigh! ci FOOling : 600 pit Moment at Mtdhelgh!, Mm : -341 #-In I In Concrete Strength, r c : 2.500 psi Weigh! ci SoU ~e Fooung : 2,182 pit MomenlAI Top Support, Mt: #-In/ln ReJnfordng SIee1 Streng1h. (y : 60,000 psi Sum 01 Vertical Loads : 3,719 pit Heigh! of Wall, hw : 7.501l Q!JadradJc Fonnula Mu = ~ P d^ 2 (y (1- 0.59 P (y I r c) ThIckness ci Wall t, at Top: \0 In ();erturnlng Moments A = B (-0.59 (y/re) B=.0'd^2(y C= - MU=-1.7M al Base: lOin Soli Pressure: 5,120 #-It/II Support HI. above Base of Wall, ht : II Surcharg Pressure: #-/tlft Base MJdhelgh! Top Support ThIckness ci FOOlIng. hf : 12 In Floor and Roof Load : #-It//t (3.5011) Width ciToe or FOOlIng. a: 41n Wall Weight: -1.094#-11/11 A= -27.527 -27.527 k-Inl In Overall Width of FooUng. I : 48 In FOOlIng Weigh! : -1.200 #-It 1ft B= 1.944 1.944 k-In/ln Depth 01 Key, Ilk : In Soli Weigh! : -5.636 #-It 1ft c= -5.83 -0.58 k-In/ln BackftU Depth from Base of Wall. h : 7.oo/t ReacUon a\ Top: #-It/II Surcharge Assumed. hs : Il Tol3I PoslUve QIf Moment: 5,120 #-fl/ ft p= 0.0031 0.0003 Relnf. Dlstarn. d at MJdht : 61n Tol3I Reststing O'f Moment : -7,930 #-11/ It P mln= 0.0033 0.0033 al Base : 61n p destgn = 0.0033 0.0004 Support Conditions (fIXed HInged, or Free) . ();erturnlng FOS : 10.K) . . 1.15 . . . , . . . . . . .. .. . . . At top d Wall: free Eccentrkl!}' : : : ~.c1! Iff . M:. : 0.240 0.029 sQ,In/ll .. .... . . At Base 01 Wall: FIXed Max. Soli Bear1ng: (OX) 2,666 psI #4txvs@ 10.0 83.6 Ino. c. . . . ... ADow.lble S. B. P. at Toe of FIg : 3,600 psf SIldh1g ReslstarnAvallable: : . : : 67cC~E . #S~@ 15.5 129.5 Ino. c. . .. . . . . .. Laleral S. B. P. at Toe d FIg: 150J:>Sf SIldh11; FOS : (tlVG) ..: ...0.35.. . .. #6~@ 22.0 183.9 Ino. c. . NOTE. Neglect slldlng. Place /Ylf3g floor slab beIore bacldlll. .. . . . . . . . . . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. .. . \' IlAAREU. L. CARMAN, P.E. ProJed Name : WALTER. T RETAINING WALl FOOTING I REINFORCEMENT Concrete Strength, rc: 2.500 psi KEY OVerburden Weight : Fooung Welght : Sell Reacuoo : Net Soli PresslIle : Max BendIng Moment. M : QJJadradtc Fonnula Mu = ~ P d^ 2 !y (1- 0.59 p!y / rc) A = B (-0.59 ty/rc) : B = ~ d^2 (y: C=-Mu=-I.7M: p= pmln= p deslgn = As: #4lms@ #Slms@ #6 bars @ 0.176 SQ.1n/1l . . . . . 13.6 ..lAo.~; . . . . . . . . . . . . . . 21.1 . JO~,: . . ~Jn lOin 34 In . . 30.0 Ino. c. . . . .o. . . . . . . . . . . . . . . . . . . .. . . .. . .. . . . . o. . ... . o. . .. o. . . . . . . . . . . . . . . . . . . . . . .. o. .. ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. .. . Rear FoInIa1IooWalI7110 TOE HEEL 770 psI psI 770 psI 3,091 #-In/ln .61.936 4,374 -5.25 k-Inl In k-In/ln k-In/ In 0.0012 0.0033 0.0016 o SJRUCTURAl CALallATIONS Job No. Page DIAGRAM 10 In Wall Height : Max. BaclifUl : 7.50ft 7.001l Bar CUl Lengths A = 67 In Lap = 20 In B = 511n C = 71n o = 42 In Re1nforcement A : #4 @ 24 In O.c. B: #S @12Ino.c. D: #4@12Ino.c. 121n (No Key ReQJ1red) o 05-12 66 01 8S 6 In. IrOlll lace 01 wall 6 In. Iran lace 01 wall 3In. below top of Ilg. .. (~\ o o DARRELL L. CARMAN, p.r. PrC1ed Name : WALTER - T SIRUCTURAl CAl.QJIATIONS lob No. Page 05-12 67 01 as RETAINING WALl Gar. g Rfar FanfaUon W311 &110 INPUf SOIL WALL I REINFORCEMENT Floor am Roof Load on Wall : pI! Sdt Pressure on WaD. P : 1.050 pll Walt 5011 Pressure : 725 plf sal EQ.Ulvalent FlUId Pressure : 60pd Surcharge Pressure, Ps : pI! Wall Surcharge Pressure : plf Sdl Allov.able Beartng PresSLD'e : 1.500 psi T ctaJ Base Pressure, (P+Ps-Rt) : 1,050 pll Base ReactlQ1. Rb : 725 plf Sdl Lateral Beartng PresSLD'e : 100pd Top ReaCUOI\ Rt: pI! Sdl Sliding Resistance : 130 psi Floor am Roof Load on Wall: pI! sal Welgtn : nopd Weight ci Wall : 550plf MomentAt Base of WaD. Mb : -I.IB9 #-In Iln Concrete Weight : ISO pd Welgtn ci Footing : 450 pI! Momenlat MJdhelgtn, Mm : -101 #-In/ln Concrete Strength, r e : 2.500 psi Welgtn ci Soil Aboie FooUng : 992 pll Moment Al Top Support, Mt: #-In/ln Reln!ordng Sled Strength. !Y : 60.000 psi Swn of Verucal Loads : 1.992 pI! HeIght of Wall, hw: 5.50 Il Ql3dradJe Fonnllla Mu = e p d^2 (y (I- 0.59 P (y Ire) ThIdness ci Wall. t. an op : 81n Overturl1lng Momenls A = B (-0.59!y Ire) B=.0'd^2(y c = - Mu = -1.7 M at Base : Bin Soli Pressure: 2.071 #-ftJ It Support Ht. above Base of Wall. hi : fl Surcharg Pressure: #-It/It Base Mldhelgtn Top Supporl ThIdness of Footing. hi : 12 In FlOCI' and RooI Load : #-ftJlt (2.46fl) WIdth d Toe cl Footing. a : 61n Wall Weight: -642#-lt/It A= -12,234 -12,234 k-In/ln Overall Width of FooUng. I : 36 In Footing Weight : -675 #-ftJ It B= 864 864 k-Inl In Depth of K~, hIe In Soli Welgtn : -2.066 #-11 I It c= -2.02 -0.17 k-In/ln BacJd\U Depth from Base of Wall. h : 4.92 fl Reaaloo at Top: #-lt/It Surcharge Assumed, hs : It To1al PoslUve M Moment: 2.071 #.ltJ It p= 0.0024 0.0002 Rein!. Dlsl3o::e, d. al MJdht : 41n T o1al ReslsUng M Moment : -3,382 #.fl /It pmln= 0.0033 0.0033. at Base : 41n p design = 0.0032 0.0003 Support Coodluons (fIXed. I-Unged, cr free) Overturl1lng FOS : (OX) . . '1.6)- . . . . . . . . At top of Wall : Free Ea:entrId\Y : .. . . ".st.ln ;-.s_ . 0.1S5 0.013 sQ.1n I It . . :. . . . . . . . At Base 01 Wall: fIXed Max Soli Bearlng: (OX) .. 'C7grpsf . #4lms@ 1S.5 188.8 Ino. c. . . . ... . Allow.ible S. B. P. al Toe eX FIg: 2,975 psf SUdlng Resistance AV3llable: . : : ~pl!: ltiqars@ 24.0 292.6 Ino. C. Lateral S. B. P. al Toe d FIg: ISO psf SlIdlnJ1. fOS : .. . . .. . .. (NfGl . . . q~Jo o. #6hars@ 34.1 41S.3 Ino. c. . NOTE: Negled sliding. Place garage Door slab bef<re b3cldl1l. o. . . . . . . . .. . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. .. . r'. IlAAREU. L CARMAN, P.E. PrC1ec\ Name: WALTER- T RETAINING WALL FOOTING / REiNfORCEMENT Concrete Strength, r e : 2.500 psi KEY Overburden Weight : FooUng Weigh! : Soli Reacuon : Nel.SoIl Pressure: Max Bending Moment, M : Q!Jadradlc Fonnula MU=l1lpd^2 ry(I-0.59 p!'y/re) A c B (-0.59 (y Ire) : B=l1ld^2!'y: C=> - Mu=-I.7M: p=: p m1n " p destgn = As: #4 oors @ #Sbars@ #6 bars @ Rear Fan:IatIon Wall &'10 TOE HEEl 541 541 909 -61.936 4,374 -1.55 0.0004 0.0033 0.0005 0.051 c) psI psI psI #-In /In k-In/ln k-Inl In k-In/ln SQ.h1/ Il srRLICfURAl CALa./LATIONS Job No. Page DIAGRAM 8In Wall Heigh! : Max. BadifUl : Bar CUt Lengths A "56 In Lap c 20 In B = 39 In C => 71n D c30ln 5.5011 4.92 Il ReInforcement A: #4@24Ino.c B : #S @ 24 In o.c D: #4@24Ino.c . . . . . 46.9 . .~IO.~ . . . . . . . . . . . . . . 72.8 . . at "..<: . . ~1l1 81n . . 103.3 Ino. e. . . . ... . . . . . . . . . . . . . . . . . . .. . . .. . .. . . . . o. . ... . .. . .. o. . . . . . . . . . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . o. . . .. .. .. . 22 In 121n (No Key ReQJlred) o 05-12 68 0185 4 In /rom lace d \\Q\I 4 In /rom lace d \\Q\I 3 In below top of Itg. '- DARRELL L. CARMAN, P.E. Prefect : WALTER - T IDler Level BI3Cfd Panels Wall Panel Une 2 3 4 5 6 7 Story DL OIerall > 8 Length psI 1012 (It) X 42.00 A B I 01 2 X 10.00 A B I of 2 X 7.00 I of 2 X 10.00 I 01 2 X 5.00 I of 2 X 15.00 A B I of 2 X 50.00 A B C D E Wall Une Paramelers Max. Full-HI. full-HI. OpenIng Panels Panels Height ReQIJ1red ReQIJ1red (96) (96) (It) 096 3696 15.12 5596 3696 3.60 3696 2.52 3696 3.60 3696 1.80 6696 3696 5.40 10096 4196 20.25 ( Tctal Ell. Length 01 Bradng (It) 42.00 0.00 5.46 41.42 Length L (ft) 14.19 27.81 2.00 2.00 2.73 2.73 6.00 7.00 6.29 14.13 8.00 ( BRACED WALL PANELS - CONTINUOUSlY SHEAnIED WALlS Job No : 05-12 ~ n 01 ~ IndiVIdual Panel Parameters Height HeIght M3ldmum Gar. Cor. ABP H to Length AIIO\>,:IDle RaUo RaUo Ad acent OpenIng OpenIng HeIght Helght o RaUo (ft) (H/L) (H/L) (Il) (96) 15.94 1.\2 4.00 9.08 0.33 4.00 9.08 9.08 9.08 9.08 9.08 9.08 9.08 9.08 9.08 4.54 4.54 3.33 3.33 1.51 1.30 1.44 0.64 1.\4 0.00 096 0.00 096 4.QO 4.00 5.00 5.00 5596 5596 3.95 3.95 6.00 6.00 6696 6696 .. ... . ... 2.00 2.00 3.40 3.40 4.00 . : 'SIl. . 10096: 9.08 10096 . . 7.00. .11% I.. . 7.00 f796 .: ..O.w. ~ M3ldmum Allowable RaUo (96) 10096 10096 5496 5496 7896 7896 . . . . . .10096 10096 . 10096 . 10096 . . 10096 . . . . . . .. . .. . ... .. . :.:.e:.t::_: . .. w.: ....: . EffectIVe Length of Panel (It) 14.19 27.81 ( Remarks OK One oanel suffices. OK Vaulted Dlnlru: Room \WII. NG Pravtde 0.00 NG Pravtde en 0.00 NG Pravtde 2.73 2.73 6.00 7.00 6.29 14.13 8.00 NG Pravtde NG Pravtde en NG Pravtde en . ,-, -. DARRELL L. CARMAN, P.E. Proled : WALTER - T lcMer Level BIlKEd Pares BRACED WALL PANElS - CONJ1NUOUSlY SHEATHED WAI.15 Job No: 05-12 . n ~ ~ Wall Panel SlOIy Wall Une Paramelers IndlvtduaJ Panel Parameters Ad acent EllecUVe Remarks Une DL OVerall Max. Full-HI. Full-HI. Total Elf. Length Height Hetght Maximum Gar. Cor. ASP OpelUng OpelUng ~mull1 Length d >8 Length OpelUng Panels Panels Length d L H to Length Allowable Height Hetght Allowable Panel psI Height ReQ.U1red ReQlJlred Bradng RaUo RaUo 0 RaUo RaUo (It) (96) (96) (It) (It) (It) (It) (HIl) (H/L) (It) (96) (96) (It) 8 I 012 X 36.00 096 3696 12.96 36.00 OK T'Ml panels sufflce. A 24.00 7.50 0.31 4.00 0.00 096 10096 24.00 OK SteDped rear wall 01 Ga!3Jte. B 12.00 9.50 0.79 4.00 0.00 096 10096 12.00 OK Stepped rear wall 01 Ga!3Jte. 9 I 012 X 24.00 4496 3696 8.64 20.50 A 4.50 13.50 3.00 4.00 6.00 4496 ~96 4.50 End. Pro.1de 24" pare! at caner. B 8.00 11.50 1.44 4.00 0.00 096 10096 8.00 OK Stepped end wall d GarAAe. C 8.00 9.50 1.19 4.00 0.00 096 10096 8.00 OK Stepped end wall d Ga~e. 10 1 of 2 X 36.00 7496 4196 14.58 11.00 NG Pro.1de en.@1eerlM. A 5.00 9.50 1.90 3,57 7.00 7496 10096 5.00 OK Pro.1de B 3.00 9.50 3.17 3.57 7.00 7496 8296 3.00 OK Pro.1de C 3.00 9.50 3.17 3.57 7.00 7496 8296 3.00 OK Pro.1de II I 012 X 15.46 6696 3696 5.57 8.00 A 2.73 9.08 3.33 3.41 X 6.00 6696 7896 4.00 OK Pro.1de oolc:ldl1MlS per ABP. B 2.73 9.08 3.33 3.41 X 6.00 6696 7896 4.00 OK Pro.1de OOIc:1dl1M1S per ABP. . . 12 1 of 2 X 6.00 096 3696 2.16 6.00 . . . . . . .. . . . A 6.00 9.08 1.51 4.00 . .0.00. . 096: . '10096 6.00 . 13 I of 2 X 19.54 7796 4196 7.91 8.50 . ... A 3.48 9.08 2.61 3.40 . . : : 7.00.: :77% . . 9196 3.48 B 5.02 9.08 1.81 3.40 . . . 7.00.. :~ . : 10096 5.02 End. Pro.1de oolddCMflat door end 01 panel. . . .. . . . . . . . . .. . ... . . . . . . . . ... . .. .. .. . ---'---' ( ( ( DARRELLL. CARMAN, P.E. Pr~ect: WALTER- T laM!r Level !lIaald Panels BRACED WALL PANElS - cnmNUOU5LY SHEA1lIED WALlS Job No : 05-12 . ~ cl ~ Wall Panel StoIy Wall Une Parameters IndIVIdual Panel Parameters Ad acent EffectIVe Remarks Une i overall Max. Interla Interior T aaJ Elf. Length Height Height M:Ildmlllll Gar. Cor. ABP OpenIng OpenIng M:Ildmlllll Length d Length Openlng Panels Panels Length d L H to Length Allowable Hetght Height Allowable Panel Heigh! ReQjJlred ReQ.U1red Bradng Rallo RaUo 0 RaUo Rallo (It) (96) (96) (It) (Il) (Il) (It) ( H/L) (H/L) (Il) (96) (96) (It) .4 I of 2 5 35.00 6096 21.00 24.02 OK T\\O panels suffice. A 9.02 9.08 1.01 4.00 10096 9.02 OK Interlcr Braced Panel. B 15.00 9.08 0.61 4.00 10096 15.00 OK Interlcr Braced Panel. . . . . . . .. . . . . . . . . . .. .. . . . ... . . . . . : . . . . . .. . . .. . . . .. . . . . .. . . . . . . . . .. . ... . . . . . . . . ... . .. .. .. . '- DARRELL L. O\RMAN. P.E. Proiecl : WALTER - T URJef Level WaD Panels BRACED WALL PANBS - CONTINUOL5LY SHEATIiED WALLS Job No: 05-12 ~ ~ m 85 Wall Panel StDry Wall Une Parameters IndlYldual Panel Paramelers Ad acent ,., ElIecUVe Remarks Une DL Overall Max. Full-HI. Full.HI. TolaJ Elf. Length Helght Height MiOOmwn Gar. Cor. ASP Openl~ Openl~ MiOOmwn Length of >8 Length Openl~ Panels Panels Length of L H to Length AllO\Wble HeIght HeIght AllO\Wble Panel psI Hetghl ReQlJIred ReQlJIred Brad~ RaUo Ratio 0 RaUo RaUo (ll) (96) (96) (ft) (Il) (Il) (Il) ( H/L) (H/L) Ill) (96) (96) (Il) IS 2012 X 36.00 3196 1696 5.76 23.50 A 2.42 8.08 3.34 4.00 2.50 3196 7896 2.42 B 6.83 8.08 1.18 4.00 2.50 3196 10096 6.83 C 2.50 8.08 3.23 4.00 2.50 3196 8096 2.50 D 2.50 8.08 3.23 4.00 2.50 3196 8096 2.50 E 6.83 8.08 1.18 4.00 2.50 3196 10096 6.83 F 2.42 8.08 3.34 4.00 2.50 3196 7896 2.42 16 2012 X 35.00 6296 1696 5.60 15.46 OK No end panel. PrOVIde erwneerll1!\. A 2.00 8.08 4.04 4.00 5.00 6296 6496 0.00 NG PrOltde B 10.00 8.08 0.81 4.00 5.00 6296 10096 10.00 OK PrOltde C 5.46 8.08 1.48 4.00 0.00 096 10096 5.46 OK PrOltde 17 2 012 X 51.00 8796 1896 9.18 38.42 A 14.67 8.08 0.55 4.00 5.00 6296 10096 14.67 B 2.83 8.08 2.85 4.00 2.50 3196 8796 2.83 C 5.21 8.08 1.55 2.89 7.00 8796 10096 5.21 D 5.21 8.08 1.55 2.89 . . 1.OQ. $l~ 10096 5.21 E 6.92 8.08 1.17 4.00 .. '~.OQ' 4* . 10096 6.92 . F 3.58 8.08 2.26 4.00 . . . .1.00. 4906' . 9696 3.58 .. . . . .. . . . . . . . . .. . .. . . 19 2012 X 14.00 6296 1696 2.24 9.00 ... . .. . .. A 4.50 8.08 1.80 4.00 5.00 6296 10096 4.50 B 4.50 8.08 1.80 4.00 . . . . S.l2D. '6296 . . i0096 4.50 . . .. .. .. ... . . . . . . . . . . ... . .. .. .. . . ( ( ( DARRELL L. CARMAN, P.E. PrOJed : WALTER. T Uwer Level WaD Panels BRAao WALl PANElS - COIIrI1NUOLl5LY SHEATHED WALlS Job No: 05-12 ~ ~ m ~ Wall Panel Sial)' Wall Une Parameters IndIVIdual Panel Parameters Nacent EffecllVe Remarks Une DL CNerall Max. Full.Ht. full-Ht. TaaJ Ell. Length Heigh! Heigh! M3lIlmwn Gar. Cor. ABP OpenIng OpenIng M3lIlmwn Length c:( >8 Length OpenIng Panels Panels Lengthc:( L H to Leng1h AllOll-able Heigh! Helgh! AllOll-able Panel psI Helgh! ReQ.U1red ReQ!Jlred Bradng RaUo RaUo 0 RaUo RaUo (It) (96) (96) (It) (It) (Il) (It) (HILI (H/L) (It) (96) (96) (Il) IS 2 of 2 X 36.00 3196 1696 5.76 23.50 A 2.42 8.08 3.34 4.00 2.50 3196 7896 2.42 B 6.83 8.08 1.18 4.00 2.50 3196 10096 6.83 C 2.50 8.08 3.23 4.00 2.50 3196 8096 2.50 D 2.50 8.08 3.23 4.00 2.50 3196 8096 2.50 E 6.83 8.08 1.18 4.0.0 2.50 3196 10096 6.83 F 2.42 8.08 3.34 4.00 2.50 3196 7896 2.42 16 2 of 2 X 35.00 . 6296 1696 5.60 1S.46 OK No end oanel. Provlde er1J!lneerll1l!. A 2.00 8.08 4.04 4.00 5.00 6296 64% 0.00 NG PrClollde B 10.00 8.08 0.81 4.00 5.00 6296 10096 10.00 OK PrClollde C 5.46 8.08 1.48 4.00 0.00 096 10096 5.46 OK PrClollde en . 17 2 of 2 X 51.00 10096 1896 9.18 36.92 A 7.00 8.08 I.IS 2.00 8.08 10096 10096 7.00 B 2.67 8.08 3.03 4.00 X 8.08 10096 10096 2.67 C 6.33 8.08 1.28 4.00 5.00 6296 10096 6.33 D 5.21 8.08 1.55 2.89 . 7m. 8l'II. . 10096 5.21 E 5.21 8.08 1.55 2.89 . .~ 8~ : 10096 5.21 . F 6.92 8.08 1.17 4.00 . .~a. 49'JC . . 10096 6.92 G 3.58 8.08 2.26 4.00 4.00 4996 9696 3.58 . . . ... . . . . . . . . .. . . .. . .. 19 2012 X' 14.00 6296 1696 2.24 9.00 .. . .. . .. 10 A 4.50 8.08 1.80 4.00 5.00 6296 10096 4.50 B 4.50 8.08 1.80 4.00 . . .s.OQ : ~296 . . IflO96 4.50 . . . .. .. ... . . . . . . . . . . . . ... . .. .. .. . '. . , " ... ( ( ( DARRELL L. CARMAN, P.E. ProJect: WALTER - T UAlB' Level WaD Panels BRACED WALL PANBS - CONTINUOL5LY SHEATHFD WALLS lob No: 05-12 . ~ ~ 85 Wall Panel Story Wall Une Parameters 'ndMdual Panel Parameters Ac acent EIIecllVe Remarks Une DL overall Max. Full-Ht. Full-Ht. Total Eff. Length Height Height MaJdmum Gar. Cor. ABP OpenIng OpenIng MaJdmum Lengthci >8 Length OpenIng Panels Panels Length 01 L H to Length ADow.lble Height HeIght ADow.lble Panel psI . Height ReQ!Jlred ReQ!Jlred Bradng Rallo Rallo 0 RaUo RaUo (It) (96) (96) (It) (ft) (Il) (ft) (H/L) (HILl (Il) (96) (96) (ft) 21 2 of 2 X 1S.46 6296 1696 2.47 8.96 A 4.48 8.08 1.80 4.00 5.00 6296 10096 4.48 B 4.48 8.08 1.80 4.00 5.00 6296 10096 4.48 22 2 of 2 X 7.00 096 1696 1.12 7.00 A 7.00 8.08 LIS 4.QO 0.00 096 10096 7.00 . . . . . . . .. . .. . . . . . . . . . . . . . .. .. .. . . . . .. . . . . . . . . . .. . . .. . .. . .. . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . ... . .. .. .. . . . .. ( t ( DARRELL L. CARMAN, P.E. Protect: WALTER - T Uwer Level WaD PareIs BRACED WALL PANElS - CONIlNUOUSlYSHEA1lIED WALLS Job No: 05-12 ~ n a M Wall Panel Story Wall Une Parameters IndMdua1 Panel Parameters Ad acent EffecUVe Remarks Une I Overall Max. Interla' lIllella' Total Elf. Length Height HeIght MaJdmlUll Gar. Cor. ABP OpenIng OpenIng MaJdmlUll Length d Length OpenIng Panels Panels Length of L H to Length AllClw.lble Height Height Allowable Panel Height ReQ.u1red ReQlUred Bradng Rallo Rallo 0 RaUo RaUo (It) (%) (%) (It) (ft) (ft) (It) (H/L) (H/L) (ft) (96) (96) (ft) 18 2 of 2 5 36.00 3096 10.80 36.00 OK One D3lle1 suffices. A 36.00 5.00 0.14 4.00 10096 36.00 OK Interla' Braced Panel. 20 2012 5 36.00 3096 10.80 21.00 OK Sheathe bolh faces. A 5.33 5.00 0.94 4.00 10096 5.33 OK Interla' Braced Panel. B 5.33 5.00 0.94 4.QO 10096 5.33 OK Interla' Braced Panel. C 5.33 5.00 0.94 4.00 10096 5.33 OK Interla' Braced Panel. D 5.00 5.00 1.00 4.00 10096 5.00 OK Interla' Braced Panel. 23 2 of 2 5 35.00 30% 10.50 20.23 OK Two panels sulflce. A 11.25 8.08 0.72 4.00 10096 11.25 OK Interla' Braced Panel. B 8.98 8.08 0.90 4.00 10096 8.98 OK Interla' Braced Panel. . . . . .! .. : . . ., . . . . . . . . . .. .. .. . . . . .. . . . . . . . . . .. . .. .. . .. . .. , . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . ... . .. .. .. . (' o o DARRELL L. CARMAN, P.E. PrOjed : WALTER - T NOTES BRACED WALL PANElS - CON'TINUOL5LYSHfATIiED WALLS lobNo: ~ n m ~ I Roof OL: 15 psf, Upper ROllI' OL: 10 psi, Exterior Wall OL: 8 psf, hUmor Wall OL: 6 psi. unless noted otherIIIse. (See related Note 3.) 2 Unless noted other\\lse, braced panels shall be cons\rucled as loIlCMIS: Ex\er\Q' Walls. 112" plywood sheallUng exterior face. 8d nalls @6" o.C. all panel edges, 12" o.c. elselMlere. (260 pi!) Intmor Walls. 112" gypsum wallboard both laces. 4'.0" mlnImum length. No 1lermed13te edge blocking reQ!Jlred. Wallboard screM @7"o.c. (200 pi!) Inlerlor Walls. 112" gypsum wallboard one face. 8'-0" oUnJllUIDIlength. No ltennedJate edge blocking r~red. Wallboard saelM @ 7" o.c. (200 pi!) 3 Percentage eX lull-height panels reQ.U1red Is based on Dwelling Code Table R602.IO.3(2) Including the ~96 redUCUon factor allOlled by footnote 3 \\11ere applicable. 4 Panel maxJmum allowable height to length raUo Is based on Dwelllng Code Table R602.10.s USing linear Interpoiauon as a110'0led ~ footnote a. 5 Panel lIl3XImum a1ICMable height to length rauo for garage an:! caner panels IS based on O\\eiUng Code Table R602.10.s footn:lteS b an:! c respectivelY. 6 Panel II\3Xlmum a1I01Wble height to length ratio for Alternate Braced Panels (ABP) Is panel height diVIded ~ 2.67 It. Height of alternate braced panels shall be 10'-0" ex'less. PrcMde a holddCMfl devlce at both ends 01 panel. 7 M3Xlmum allo.vable mUo of height 01 adjacent openings to panel height Is based at OI.\eIlh1g Code Table R602.10.5 USing linear lnterpolauon as a1I011ed by footnote I. 8 Unless oherIMse noted, holddOMlS shall be Simpson PHD2-SDS3 \\lth (10) SlmpsonSDSV+X3 screll.S In doutie stud. Anchor to concrete foormUon \\lth Stmpsoo SSTBI6 anellOI' bolt . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .. .. .. . . . . . . . . ... . . . . . . . . . . . . . . . . .. . . . . . . . .. . .. ... . . .. . .. . ... .-: .e. :: . ... . .. . .. .: .: :.: ::- ......... ... ......... . . .. .. .. . (' DARREll L. CARMAN. P.E. PrOject : o WALTER- T o BASIC \NINO LOADING Job No: 05-12 Page 78 of 85 Imler Level Shear Walls See Plans p = Ce CQ. Q.S Iw (Calculate paneJ loads per 1998 OSSC, fastest \\too speecl. In Ueu of pra.1d1ng code-apprOJed p-escrlptlve bra:ed panels) P3neI HI. aboye Ce p Tnb. Tnb. TCLaI Panel Panel Design WInd Dea:l Design HolddaMl Notes Grade Width Height Load Lensth Height Shear Uplift Load Uplift (p.85) (ftl (pSf) (ft) (ft) (#) (ft) (ft) lplf) (#) (#) (#) 2 9.75 0.62 13.2 13.50 22.48 4,011 10.00 401 NB (Uooer 10.00 1.08 401 435 2,209 ....... 2, 4 2 4.011 4.00 1003 A (Sides) 2.00 6.00 10CB 6.017 490 5,690 PHD6 2.4,8 B (Sides) 2.00 6.00 1003 6.017 490 5,690 PHD6 2. 4, 8 2 4.011 10.00 401 NB (LONer) 10.00 2.00 401 802 2.529 ...... 3 9.75 0.62 13.2 10.00 9.81 1.297 7.00 185 OIIerall 7.00 9.08 185 1.683 148 1.584 SSTBI6 II 3 9.75 0.62 13.2 1.297 \.00 1297 II Colwnn . 0!50 . . . 1297 Colwnn . . ttscr . . 1297 . . . .. .. . . . . 4 9.75 0.62 13.2 3.50 10.54 488 10.00 49 OIIerall . 10~. ..9.08. 49 443 75 393 SSTBI6 II . . . . .. . . . . . . . . .. . .. 4 9.75 0.62 13.2 ~ . I.M . ... 488 Colwnn 0.50 488 Colwnn . . ..O.~ : . . . 488 . .. . . . . . . . .. . . . . . . . . .. .. ...... ...... .. .. . p\ o o DARREU.1. CARW\N. P.E. PrC1ect : WALTER - T BASIC WIND LOADING lob No: 05-12 Page 79 01 85 Bull !.oller Level Shear Walls See Plans p = Ce CQ.~ Iw (Calculate FGneIloads per 1998 ClSSC, fastesl ~nd speed, In beu of prcw1d1ng code-apprOled presalptlve braced pands) P3neI HI. aOO;e Ce P Tnb. Tr1b. Total P3neI P3neI DesJSn WInd Dead DeSign HolddOO'l1 Notes Grade Width Height load Length Height Shear UpllIt load UpllIt (p.85) (n) (pSll (It) (It) (#) (ft) (It) (oIll (#) (#) (#) S 9.75 0.62 13.2 12.50 9.81 1,621 5.00 324 Overall 5.00 9.08 324 2,945 140 2.852 SSTBI6 II S 9.75 0.62 13.2 1.621 1.00 1621 CoIWlU1 0.50 1621 CoIWlU1 0.50 1621 10 (Upper) 15.00 0.62 13.2 15.16 24.50 4,908 36.00 6.50 136 2, 4 10 4.908 11.00 446 A (Side) 5.00 7.00 446 3.124 1.295 2.260 PHD2 2. 4. 6 B (Side) 3.00 7.00 446 3,124 m 2,606 PHD2 2, 4, 6 C (Side) 3.00 7.00 446 3,124 m 2,606 PHD2 2,4,6 . . . . . . .. . . . . . . . . . .. .. . . . . . . . " . . . . . .. . . . . . . .. . " '" . .. . .. : . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . .-: . . . . . . . . . . .. .. .. . n o o DARRELL L CARMAN. P.E. PrOject : WALTER - T BASIC WIND LOADING lob No : 05-12 Page BO of as Upper Level Shear Walls See Plans p = Ce CQ. Q;i Iw (Calculate pmelloads per 1998 OSSC, fastest \\\00 speed. In beu of proodlng code-apprO/ed F'esalptive braced panels) Panel HI. ailOIe Ce p Trtb. Trtb. TaaJ Panel Panel DeSign WInd Dead DeSign HolddOOll Nctes Gracie Width Helgh! Load Length Heigh! Shear UpllIt Load Uplift (p.l) (It) (psf) (It) (It) (#) (ft) (It) (tif) (II) (#) (#) 16 19.23 0.66 14.1 11.50 12.75 2.070 10.00 207 B 10.00 8.08 207 1,674 2,077 289 CSl6 3.5 . . . . . . . . . . . .. . . . . . . .. .. .. . . . . . . . . . . . . . . .. . .. . . . . .. .. ... . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . . . . . . . .. .. . . . . . . . . .. . I' I. o () DARRElll. CARMAN, P.E. Project: WALTER- T BASIC WIND LOADING Job No: 05-12 Page 81 of as NOTES 1 T otaJ Load for lower level walls Includes T otaJ Load Irom upper level wall dlrectlyabo.te. Destgn Uplift caJculaled ~ subtracting 1/3 a \he panel edge b1butary Dead Load from \he panel WInd Uplift. Roof OL: 20 psI, Upper Floor OL: 10 psf. Exterlor Wall OL: 8 psI, Interior Wall OJ.: 6 pst. Dead Load does not Include header OL reaction, uplift extra conselV3uve at doorNdndowlamb ends cI panels. 2 Height to length raUo may not exceed 3.5 1 I Icr \\OOd stroclural panel shear walls. Spilt panels verUcaIly \lAth a collector at header and s1l1 helghts. Upper Panels are from header 10 wall top plate, Side Panels are opening hetgnt panels either side cI \\1ndowa doer opening. and Lower Panels are Irom \lAndo.v sill plate to W!lll~ plate. Run end slllds lull height of wall. Shea\he wall per Nole + belCM' (both faces at K1lchen __ Wall Line 2, 1200 pit). Proode edge naIling full helght cI y,a]lalJamb end of Side Panels. See EIMUon De13l\s SIll and 6/11 for b1cck1ng and strapping. 3 Unless noted othel\\lse. braced panels shall be conslru:led as 1001ows: Exterla or Inlenor Walls. 112" plJlM'Od sheathing exterior lace. 8d nalls @ 6" o.c. all panel ed$es, 12" O.C. e1Sl!lMlere. (260 pit) + Braced panels shall be constructed as follON.\: Exterla Walls. 1/2" plJlM'Od sheathing exterior face. 10d nails @3' o.c. aU panel edges, 12" O.c. else\\here. all edges blocked. (600 pit) 5 16-guag galvanIZed coli strapping (SlmpsonCSI6) \lAth (13) 8d nalls eacherd (1705 #) fasten to exterIa face of aligned double studs above and below floor. Ow span at floor Jotst 6 Simpson PHD2.SDS3 HoIddolln \lAth (10) SlmpsonSDSV+X3 scre\\5 h1 OOubIe stud. (3610#) SJ8'I2JAB. (SlmpsooSSTBl6)1n concrete foondaUon :: :.'. .. . .-: .-: e. : ..... . 8 Simpson PHD6-SDS3 Holddo.m \lAth (18) Slmpsoo SDSV+X3 sae\\5 In Mlb1tttU!l.' (5860#~ 7/8'121 A.B. (Slmpsoo SSTB28) In concrete foundaUon . . . . . . . . . . . . . . II Steel RIgid Frame. See Oetall 2/11 la fabrlcatloo and constru::Uon.. : : . . . ... . . ... .. . .. . .. . . .. .. . . . . . . .. . ... .. . .. .. . .. . . .. . . .. . ... . .. . " . .. .. . . . . . . . . .. .. . . . . . . .. ... . . . . . . . . .. . IlAAREU. L CARMAN. P.E PrC1ed Name : SllllJCTURAL O\I.ruIATIONi Job No. 0>-12 PaS" 82 d 85 WALTER- T o Member LocaUon : Ned RIg! Fr.me 3 - Cdoms :of StJPPORfED CANTlLE.VERED DEAD LQI\O : 1M lO'\D : TOTAL LQI\O : ROOF A.OOR (~ LL Tjpe (FL. S1.. WI.. EQ) : Shape (B, W; C. 15, L) : CanIllever Span I.engIh. L : Weight d l:eam : EQ 15 x 7.00 It 16pt LOAD TYPE x P EXITNT OF lO'\D Xa Xb (ft) (ft) PANEL WIDTH 3lXa 3lXb (ft) (ft) Va (=Ra) (#) M3 (#-Il) PO]NT LQI\OS PI R P2 P3 P4 D1STR1B. LOADS Beam WI WI W2 W3 END REACllONS I SHEAR VALUES 64 -4 ..... . . '" . ..... . . .. ...... . . .. .... . -.- . 7.00 ..... . o . . :.4~ ... . . .. ...... . . AI rnWARI F MFMRFR ~r=~~ ...... FyYleldStr.: ...... fv Shear StrengJh : fb Ben:llngStr.: E MOOIIus clEIaslIdry: ADlMIlhle DelIedIon : Dmauon or Load f3dor : .... . .... e. ....~.Okst .... . ... ...... . '. ..elf.4kst .... <---- X ---> (Pcint Loods) ~ P III1Wl1lJ.ill!llillI JE t .. t Xa Xb 21.6 ksl 29.0~ L/240 133 Ra (Dlsb1l:XJled I.oods. WI < L Rb M3 > LOAD DIAGRAM Urb:ared I.e~ Lb = 7.00 It Des1gn Shear = 0.8 kips ~red A = 0.06 Beam DeJth. d = 6.00 In ActualA = 2d t = 3.00 (O.K. ) Beam WIdth. w = 4.000 In Design Moment = 59.! kip h1 Wall ThIdness. t = 0.250 h1 ~red S = 21 Al1uaI S = 7.4 (OX) C ADow Deflecuon = 0.35 h1 SIze or Member : TS 6 X 4 X V4 ~redl = 13.4 Sled Beam Actual ] = 22.1 (OX) o . o c IlAAREU. L CARMAN. P.E Prefect Name : WALTER - T SecIIm ~Slrenglb r2lnUlrg f<<: Ned RI8Id Fr.me3 - Cdmns I. fOR COMPAcr SECllON WITH Lb ~ I.c : bf /2 If!> 6SNfy? 8.oo~ 10.83? d I lW!> 640Nfy? 106,671 (F 1- 2): 7Q:1Nfy= 4.22 2O,OOO'(dfAl)Fy = 7.n I.c = MIN (76liNFy. 2O.000I{d/Al)Fy) = 4.22 It tJnI:r.lred Length Lb = 7.00 It LbSLc? 7.OOS4.n? SEIECTED MEMBER IS NONCOMPACf 2 fOR NONCOMPACf SECllON WITH Lb ~ I.c : SECllON DOES NOT APPlY (Lb > Lc ) Are flanges fIOIlC(,,,,..ct? Is this a OOIJt-up member? GO TO NEXT SECllON 3. FOR COMPAcr OR NONCOMPAcr SECllON WITH Lb > I.c : Lb > Lc? 7.00 > 4.22 1 M3 = k1ph1 Mb = kip In M+ = 59 kip In M+~M3andMb1 Cb= \.0 I = lInIxaced Leng1I\ Lb = rT= IIrT = MIn IIrT= (I02.oooCb/~= Max t/rT= (SIO.OOOCb/fy)"'= 84.00 In 1.15 h1 73 n 119 MJn~l/rT? J/rT!>Max? n~73? 73~ I19? FI-6: f 1-7 : f 1- 8 : 0.60 Fy= fb= [1/3-fy(l/rT)2/1530Cb]fy = N/A Fb= 12.000Cb/(l d/Al)= Ben:ll~St~h fb = 23.81 kst 21.60 ksl 19.45 kst SllllJCTURAL O\I.ruIATIONi Job No. 0>-]2 Pag 83 d 85 YES YES NO I 2 ..... .... . . . . ..... ..... " .. .....~ . . . ...... .. . . . .. . . . ...... ...... . . . .. . . . . . .... . ..... .. . . . . . . .. .. ...... .. . YES . . .... .. . .... . ...... . . . . . .. .. .. .. .... . '" ...... . . . . . .. . .... YES YES YES 2\.6 kst IlAAREU. L CARMAN. P.E PrC1ed Name : WALTER- T SllllJCTURAL O\I.ruIATIONS Job No. 0>-]2 Pag Md85 o Member Locauon : Ned RIgid I1'aIre 3 - Ban LL Type (FL. S1.. WI.. EQ) : Shape (8. W; C, 15. L) : Sbnpe Span Length.. L : Weight d l:eam : SlMPlYStJPPORfED CANf\lE.VERED DEAD LQI\O : UVE lO'\D : TOTAL LQI\O : EQ W 7.00 It Upt LOAD TYPE M x P EXITNT Of LQI\O Xa Xb (ft) (ft) PANEL WIDTH 3lXa 3lXb (ft) (ft) . . END MOMENT (a) END MOMENT (b) PO]NT LQI\OS PI P2 P3 P4 D1STR1B. LOADS Beam WI WI W2 W3 END REACllONS I SHEAR VALUES .. 7.00 - ...... . o . . <--- X ---> (PdIt Loods) ~ P II II lJilll 111111111 1111111 . . AIIOWARlF MEMIlFRSJllf5sFS . . FyYleldStr.: .... Fv Shear StrengJh : fb Ben:llngStr.: E MOO.dus dElaslldry: AIkJ.\QbIe DelIedJon : Dmauon or Load Fador : t Xb t Xa Ra (Dlsb11:XJled I.oods. WI < L Rb > LOAD DIAGRAM X ROOF A.OOR 20.0 25. 45.0 Va Vb (=Ra) (=-Rb) (#) (#) 7CB 703 7CB 703 ..... . . ..:~ .....4~ . . ....-;i, .. . . . .. . . ...... ...... . . . .. . I!44Il .. .IJlt ..... . . .... . .... . .... 16.0 ksI. ...... . ... . . .. . .. ....4ks1 .... 17.7 ksl 29.0 m-ps1 L1240 133 lIrb'3red Length Lb = 7.00ft Design Shear = 1.4 kips ReQ!Jlred A = 0.11 Beam Deph. d = 9.87 In ActualA=dlW= 1.88 (O.K) Web ThIdness. lW = 0.190 h1 ~ Width. bf = 3.960 In Design MoJrel1t = 59.1 k1ph1 ~ ThI<in5s. If = 0.210 h1 ReQ!Jlred S = 2.S Actual S = 10.8 (O.K) l Allow Deflocuon = 0.35 h1 SIR of Member : W 10 X U ReQ!Jlred I = 0.1 Sled Ban Actual I = 53.2 (O.K) o . o (~, IlAAREU. L CARMAN, P,E Prefect Name : WALTER- T SecIIon~Slrenglb("2In"""'" f<<: Ned RIgid I1'aIre 3 - Beam I. fOR COMPAcr SECllON WITH Lb~ I.c : bfl2lf~ 6SNfy? d/lW~ 640Nfy? (f I - 2): 76bfNfy = 4.18 2O.000'(dfAl)Fy = 3.90 I.c = MIN (76IfNFy. 2O.000I{d/Al)Fy) = 3..90 It UnlJ'ared Length Lb = 7.00 It LbS Lc? 7.oo:>3.90? SEIECTED MEMBER IS NONaJMPACf 9.43 ~ 10.83? SI.9.i ~ ]06,67 ? 2. FOR NONCOMPACf SECllON WITH Lb ~ I.c : SECllON DOES NOT APPlY (Lb > Lc ) Are flanges fIOIlCUl.,-J? Is this a WtIt-~ member? GO TO NEXT SECllON 3. fOR COMPAcr OR NONCOMPAcr SECllON WITH Lb > I.c : Lb>Lc? 7.00 > 3.90? Ma = -59 k1phl Mb= -59 kip In M+ = 59 kip In M+ ~M3an:!Mb? Cb= 1.0 I = lInIxaced Leng1I\ Lb = rT= I/rT = MIn I/rT= 1102.000 Cb/IJlIl2= Max l/rT = (5]0.000 Cb/Fy)II2=. MJn~l/rn I/rT ~ Max? 84.00 In 0.97 hl 86 n 119 n~86? 86~ 119? 21.60 kst 17 .7ll kst FI-6 : f 1-7 : F 1-8 : O.60Fy= fb= [1/3 - Fy (I I rT)21 1S30 Cb] fy = N/A Fb = \2.000 Cb I (I dl AI) = Ben:ll~St~h Fb= \2.04 ksl SllllJCTURAL O\I.ruIATIONi Job No. 0>-12 Pag 85 d 85 YES YES NO I 2 ..... .... . . . . ..... ..... . . . . . :....t .. . ...... . . .. . . ...... ...... . . . .. . . . . . .... ...... .. . . . . . . .. .. ...... .. . YES . . "... .. . .... . ...... . . . . . .... .. .. .... . ... ...... . . . . . .. . .... YES YES YES \7.7 kst . @---= -@ f -@ ~ ~~ u.. - msc.IFTlvo INTEI<IO. .""'ED P,>,NELS. GYP. eo, - PI<ESCI<IFTlvo 1NTEl<~. .""'ED p.ANaS . I'!. ,(WOOD IEZZZ2l ... MINIMUM .""'ED CO.NEI< P,>,Nas = SPECIAl. ENGINEE.EO P.>,NELS c I" ~ IH to, 18 -@ '" o~ DO NOTE: SI1EATHE G,~CMOUSE W!\l.LS !\AME ~ AS EXTSl~. WALLS FE. PIlESCI<IPl'~E U~@- A 6 -@ CONTINUOUS WAU. SHEATHING METHOD, u , < @- A n n 0 -Q9) '" ~ '" ~ 0 <~ NOTE: UNLESS OTHEIIWISE SPECIAEO, AU. E.xTE.~. ~ :::> = " WAU.S SHALL 5E CONTINUOUSL'( SHEATHED . . . . . WITH<\I1:'S~(J~ I'!. 'fWOOD WII'fI8d N.-'JLS ~ . . . .. '. 6' O,C. ill P.AN;L EDGES. 11 O.C. AT . . . . . . ..' INTE.M~V\'!E.9tlPI'OI<TS. AU. EXrERIO. . .. < < CORNERS FAAMED WII'fI TH.EE STUDS, @-- to, ~ o . . ... . . . .. ... .. . .. ... .. .. .. ... .. o.:. ..' O'Pf1E'R LEVEL BRACED WALLS --@ ~.~. .. . ... .. .... ... . .. ... .. .. ... . . . . . . . . . . . . . ~7 ......... .. ........ q:> cp 0-[P [] 151 Q--@ 6~-@ ~ C @-~ - mSCl<lFTM INTE~" 6~ED P.ANEI.S. GYP. 60. 0 0 D w 6 --- mSCI<IFTM: INm~" 6~ED p'~E1.S. PI. '111'000 G)-- ... ~ ---Q) ~ lZZZZlI ". HIMHUH 6~ED COI<NSl P.~EI.S ~ = S?fC~ ENGINEERED P,~EL.S f @- A 6 ---@ '-' d' '" NOTE: @- e -@ SHEATHE GAAAGEMOUse WilU.$ SilME .0\5 EmI<~1< W,Iol.LS FEI< PIlESCI<I?1'~E '" @- ... -@ CONTINUOUS WAl.!. SHEATHING HETHOO. =:::!l < '-' @)-- lJCI:IC ccJ-@) A e C~ '" < . . . . . N'lTE: . . . . : UI<~S OTHEI1WISE SPEClAEO. Al.!. EmI<KJI< . .. . . . . . W~ 9W.L eE CONllNIXJUSL'f SHEATHED ~ . . . . . .. . o. . W~ 111 OS6 01< PI. 'rWOOD WITH Bd NJJLS ~ 6' D.C. Al.!. PANEL EDGES. 11 D.C. AT . . . . o. ItfEI<HEDv>.TE SUProI1TS. Al.!. EXTERiOI< @- A 0 r . . . . . . ::qNEI<S FI1AHED WITH THIlEE STUDS. e . . . . . . ~ .. . . .. . .. . . . . o. . ... .. . .. < 0 0 :'.~ ~:A~~:JEVEL BRACED WALLS Gi)- A @ . @. ....... .. ......... .. -7 . .. .. .. . -. r 0' /J .. " J J... i"- h 00 00 o o ~ . / ., ~/ xt .~:~m / :r:. :r:. 1. 1= / DO . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . .. . .. /y." . o. . .. . .. FOU NDATION .. . . . . . . . . . . . . . . . . . . . . . o. o. .. ... . . . . . . . . . . . . . . . . . . . . . . . . o. . . .. .. .. . o :J:. ::r: 4> .~q, ~~;. 0 0 ~k1 ~, ~ ". .s :rf'2- IX ;-z o,J1 - - if" 'i " I II I " I II I II I II I Ii 1 Il_ __.J 1-- " " " " L!.-=.- \ ~= ---~ -1 ! I I I I ? I I -- ---F-=' --- -- --- I I~) r~ VL O~_ ~, .4- :'li,z., , " " " " " " " II - ~ II II II II w:--=--.=.J..J __I _ A I Ii .~ %;::,V.l-. lr __:?,:",If2.J,~ ---=---J1--=------'-.=!,..I41 .. "' ., ., ., ., '" ., ., "1111b.l/~H' '~1jJ;Z T " ~ if' :b1t~ I il j=-- [ -- cf1 -- d L' ~ Ii'-- F--=.-=.I-:.-='-='f--='-='- .:-' II II II II 11-- -lJ u-- - r-- / / \ \ \ I. I / I / / ., h -{ I I " ..... \ \ :J r r [ r I /\ \ , r- \ - rr- ~ ~ 'T a\~ ~ ~ ~'~ .... .~~.I "" / (:.., ~:<J'7- -r.'ij" ..; f-- :I ~!G~ _ :.ti - i;3, - '-!../ v>'-I'Z V"lV? C~ .c l~ . . . . '. .1. . . . . . . II. . . . . . . . . . II. . . . . . .~ .. . . 'I -lJ ~~ I ~" \~ ~ I-"- '7-' o /"'. ~I / /"-... ~........... I.. (0 Au: _.. _ I- , '21 =-' w.1~ I / L--A. r , . . ... . . . . . . . . . . . . . . . .. . .. . .. . . . .. . ... . .. . " 0 0 cf-::-" ROOF FRAM I NG . . . . . . . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . .. . . .. .. .. . .. ~ >." - 1"- .. r-'. l. , . . C) iP Ii LlI iii (~)141 LVL i1. ] ~o 101;; 1-t."I1 (-z.)1~l...Vl- GI U I~ Ii. ~ ~[IlIIII ~11-1@ ~~(0) ..! ~IFiI!t ":~~~ 'l> .11 ~ ~ ~ ~'t"~- 't I .. j- C F'N r. I 'i$ I ~ '-'" ~/",I '* ~ ~'CH ~.~ ~ r: ~ I _":-; ~ < - I-n- ,II r I )-7) 14' Lv - - -I -S:. J '^ 10 11 1 I '" 1/ 70! C/ (1 ~ ..~ C_" i",....'I;- "fir ~ ,...... : c ~~I ii u ~~ i'lL!: IY-- ~ ~I~ ~,~! ~ ~ ~ ~I /I /I L Ii ~ dJ " 2;111 JCn_ __" c."-"-"-.:::=-~-':=-__ . . 11_ --- n) itl ~'tI'2. i ~-:....-..,.., " " " " .tL S}=-"-~ ~ ~=,,=- II \ _~'- I' .\ \'" 11 ~ \'" " - I' " " " " " " o i "~ II ~~ ~~@~ ~~~ o r ~p .... : ~. ~': . . .!\. '"1t- till: . . . ;\ ~ ~ . . ffi I '" . ~ .. . . ... . . . ... -.: .:j' .,: ~~ q . g 1"'1 ..' l...aU ~ L:L 'T' . . . '. ... . ~ .~ .IOn' ....... . ...zJ'2~ ...... :. ...--. ...... ...t:?rJr;.. .. .. . DO DO o o o ~ ~ ~r& 'CD ~~ ~j ~\'i p,.). R 1~.. , "'\': = C1D () .~ ~fAl~ ~ ~Uhfa>N\ -rz-u.?h~h 1-. I~ ~Q. 11'; l' Q~ ~(~~)-- DO DO -(~ f' ~ ~~) 00 FLOOR FRAMING