Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
- 9) i ,7i 1 1 ^ N W sad. L 't P9NQZ 17(-i t . 191 t Qs•e`ccl Ods II rinyiii, I h "; pQ81 T. id 5 ' o .kez `Z s3 ;4$11` �j frQ 1 s W . sey/.%1,.11(zI__ A7vititillti 11\ '6 k -- 1(7 747 i'9 - A - 4. • , SI'\ • I1 07'P1.49/ 3 N ------.�, I+ off"bL� Vel • 1 A 13 r ��. p . , 1V/ 1 y. �QrG 1 off, 9\-39 t : ' _ • 1 13"21t1t7 • llf 00.K.) ago"4$e'?' .1. . .�..�_,9 I /`33 i 0I w ) ', lSJ oe ' L � j, r `, , , • .,• - 2 o - Ivity + \r • dil : . 134 #SY _ /d ,'^ I / 1 S�DP?.looj$; / ' Ye frig -------4 0*OP? - t. 4 ••••••• •••••••• moll. / ri ..7. ‘,. V r -"-----.7." J7511 �6' /217i) ! 4 ' � • ' r!' s;'NC (X)ri -71(21°1.5 .. J. • tIffl rt ADzL DZI1Q11 LLC. ( 503 ) 670 - 9700 )757 mazror CT. LM 0.11./C (10 OR 97055 DZA /1 u roe T- t1 TADTTIZIAll AnIT1011 DESIGN LIVE LOADS ROOF: 25 PSF CEILING: 20 PSF FLOOR: 40 PSF ASSUMED SOIL BEARING CAPACITY: 1500PSF b .'` • 1 • . ........_ .... ....... ...... . ..... . ....... ..... .... .. .. . / \ \\.„.. , \/ ,\/ ,, ..., ...,...,\\\ ': . 5.,,y , • • 4,0 RIDGE , ............ Ex19TMG RIDGE ._., EXI9TMG RIDGE r• -- � -� ,v. : \ . ..H,''''T7 i ...... r pili !fi,., • • -'' © RIDGE _. = L. ^ r i /iii. L�t, 04, `lyl U ♦)4 � i• I �,� ( 1_ d~ Lie, `1 / I \ •: 4, 4 • A <o / rim= GS — ) L2.-y1410 — MEI:Ar1:4--q ij , 970, , __ _ I,_.... ...rii -.2._—_-....-...bm•Ek...... # 41.'%°f1. ItX/'" , .,- •••• `,.. "--. k..., a • ,, Ri PL;i4YR71. -• CO ' I i 111 1-- ' Extsta''R'°GE EXISTISG,RIDGE k/ "k All , plalLiat • ..-----'-----4- 'It r"-- •_... - Ilk. 0,X C al 6. 01.. • ; 4 ___ - -- ----- — c 1• _____.---,....4 i-43 i t G'sf.1 , •,./ ,„ • Th, ,v. •AN- ' (n -,., 1 i .__. ..ei 414 •Z mEoIA 'b, II (tj k 1 c, , LI NP .k31 N -\ I KITIET I Q0 , - sm 7 A ;• I 5 1(4s..:; , 5,,m• Et ...._ b .1, tr-er :t 8,-o. 4.-e. . r , s INEW UFFDER LVL. FLOOR PLAN ................ 18. -. I)9....I.1.:".4;II \\ V, / i ll • M. BATH :' • --"\ J 4,....,U „,,, L ,r),.., , N, .�� MASTER j (� Ex.2x10 G!24.OC. DEN , ry • BE RM.-2 �--J 4.., ;PDL k .I \ Ex.2x0 CJ•24.OC. I ry E�:N }'� -- -- \� w ` LlB1 1 Nil ERG.WALL _ �, ii .4, ; 's, um r_�.�g,.z, , 1 HALL ��' o _ ._..d(N 'r° 1. /// ti \q 1� h B�DRM.-3 ® b • L •' LY, 'C, D FOYER v III7111111;i- - �`.� �I PDRJ, rON IN.......,\>\. , , : x 11,.8n161 C:11 WITum/ N "� -- z �.m. Pap-' olialli •, .,. 1 g 'LP al �P 4 UP D c- IIIIIIM EX 2x10 RAFTERS 0❑'OG ,1 ' EX 2x10 RAFTERS• p W/2x4 TIES O 40.OC,4T 6'NT, 1 17.00. ' • • ' (6'46 �( � � � W/2x4 TIES•40.OC 47 6'NT, , r �r F.4 3 \��jliLyt r t. f t-9 (0, 'er'a' 1 . ©rjl c3) 1412 I C )t o L:&-, — 01 EXISTING 2x9 CLG JSTS•24 OG _ _ ,Q EXISTING 2x12 CLG'9979•24 0,C. 1 1, FS- 1 1. I o� IW0 x M0 OND. ■ ) ii ; GARAGE 1111 'J o MEt. m ............. �41N LE VEL FLOOIR PLAN ,/4•"1, -0'4013 "AS- BUILT" = 2,�rom SF. WALLS TO BE M DDVED O EXISTS*UWLLZ TO/REMAIN I .. _1 NEW IU4LLS 1-4 V t L TCIIDCfITIAL DCIICQfl L. L. C. ( ) 03 ) 670-9700 )7)7 flIDQCror Cr. LAIC °IMo oft 97033 D A T e: l- ( 1-11- Tabrizian Beam Caic's. r Q Q C / Ft- I L; SI 0 L= 7 aq� 1534 1) s(15)-2- iiSi'LE8 0 L= 1 fL - (01 ?lay k, , , "/-4,ct wZ 15f Lt 02t0(4- L=42` t t3 - 4 OetiA,ry) iitt-(-e0a ►j,7°`�VG�- w 7 (35) 245 PLM /c is= X69# -- - C35) -; f" 11 I T ri______ff A D L . rlz I INUTIAL 1), .fiQn LLC. 005 ) 670-9700 5757 IIIMICTOr CT. LA nt OIVC00 OR 97035 - D A T : /—s 0 12 Tabrizian Beam Calc's. r A Q C 2 0)10(10 c-s - s--,44 - LI- ?dm 0( /0 Fs 0 Q 0 L= i 0 1,i•2:i-ii 54 P----- ins--#' .,..,,hi • 4-5•14o.101'''' . 1b14,12 4 ) S Li 0 - I 4).5 = cig-te-ir. 14,5 if, If ••••= ) WI- 7 ( 15) z105P1-if mi (-'° I 3-5 (410); hioft-r o L= /O /0 s-10 it la? 18. -11: i -51)(1,1ht-GL. 1) 5: -r.- - -: o‘ 6 viz / OSP1' .:3)ci 144 t-Vt- • c,N) , No Pt-r 0=2) 11'0/ L= /4 c-14 ' '22.044 , EA. . Z. .... C--) (t 5 '- S r • . RZITI1 11. ADZL _ lICIINUITIAL D � IIC11] L. L. C. 005 ) 670-9700 5757 tiilacror CT. LAnz otwcao OR. 97035 D A T C: /-Z t- /'- Tabrizian� Beam Caic's. r A Q 3 2.-s ti.. �/ A - l CjG r .1C7 r a S (2`� QC-, `per =,2.1 0- s4 f -1 0 (lio) - 8r) �" =_� � ( 8 S(lel g ft - 112. l'‘' GarGc 111' LV-- 1' W l ( co) P sc) PLr - 1 ��► 4✓ -? (-? (Is ..:� /oS 25640 X2631' 0 L= if fS Q ��r X366. 2 o8 # 7_11'= 3-S (35} ' {2 '� . f 8 -- 4- r"x, C°r-r, i , C�,;d-{,.. 56,19' “ , VC- 130,5 . f"' '21.E Y 2 5* ? r - us., , i 5-0 et-t/ t't-3)-1 : 2:0 80 . ‘161,./6664--0 L= al q- 11 .s• 4. fl G 8 . RZITI1 ri. ADZL _ rIZIIDUTIAL DCIIgfl L. LC. 003 ) 670-9700 5757 RIDACTOr CT. LAU OR/COO OR 97035 D Q T Z: /- 22- /2 Tabrizian Beam Calc's. r Q Q z tj- (1..) _' c,„ A ( 5c); 6-7 12L-1' 0 L= / O 3 C ; 5) 72-: 1)G-go 16? 3 ) / y.128 _(. Ex, ' o4s ?3.+4 c r1 '2115{4- 1159 a 7s j 5)4 joili'd,„. r,:8 - --) 2) ll14Ltd )'' 2113 art-11,'.182t tot 6-) 'Lr 4 to „ cv : 8c(0) “60 0 L= f(' s 4-106, 5 (35) .= 22b *Io5 (35)222b '�0,4. i 1t L.1-, a13 * 7 C ( c) = I®S /2-1 )2A- 8 //u l! m 471,5 = 1421' � ^P -� 0 L= S 1IIDZf1TIAL DCIIC1f1 LL. C. 005 ) 670-9700 5157 RIDaCTOr CT. LAE ORMIO O1 97035 D A *R /- 2 - i s Tabrizian Beam Calc's. rAu 5 14.‘, * 0 L= 12 , S 56,24 - to9P5 44. 01) 0 0 L= 5 'i'S = rt 9 54 Gv= 6.1 per u0)-: 80 3 91 21 SSS S ? A A 0 L= e v • 'cense. to: 'eith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition BedRm.-4 Ridge RB.-2 Date: 1/24/12 Selection 2x 8 HF#2 Lu=0.0 Ft Conditions NDS 2005 - Min Bearing Area R1= 1.5 in2 R2= 1.5 in2 (1.5)DL Defl= 0.23 in Data Beam Span 7.0 ft Beam Wt per ft 2.64 # Reaction 1 IL 622# Reaction 2 TL 622# Bm Wt Included 18 # Maximum V 622# Max Moment 1088'# Max V(Reduced) 514# TL Max Defl L/240 TL Actual Defl L/362 Attributes Section (in3) Shear(in2) TL Defl (in) Actual 13.14 10.88 0.23 Critical 11.13 4.47 0.35 Status OK OK OK Ratio 85% 41% 66% Fb(psi) Fv(psi) E(psi x mil) Fc.i(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1173 173 1.3 405 Adjustments CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 175 =A Uniform Load A 0 R1 =622 R2=622 SPAN=7 FT Uniform and partial uniform loads are lbs per lineal'It. -eamGhek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition PlayRm. &Media Ridge RB.-4 Date: 1/24/12 Selection 1-3/4x 11-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.0 in2 R2=2.0 in2 (1.5)DL Defl= 0.44 in Data Beam Span 12.0 ft Beam Wt per ft 5.06# Reaction 1 IL 1500# Reaction 2 TL 1500# Bm Wt Included 61 # Maximum V 1500# Max Moment 4501 '# Max V(Reduced) 1266# TL Max Defl L/240 TL Actual Defl L/325 Attributes Section(in3) Shear(in2) TL Defl (in) Actual 36.91 19.69 0.44 Critical 17.91 5.79 0.60 Status OK OK OK Ratio 49% 29% 74% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 3016 328 1.9 750 Adjustments CF Size Factor 1.009 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 245 =A Uniform Load A R1 500 R2= 1500 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Storage Ridge RB.-5 Date: 1/24/12 Selection 2x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 - Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 (1.5)DL Defl= 0.13 in Data Beam Span 7.0 ft Beam Wt per ft 3.37# Reaction 1 TL 869# Reaction 2 TL 869# Bm Wt Included 24# Maximum V 869# Max Moment 1521 '# Max V(Reduced) 678# TL Max Defl L/240 TL Actual Defl L/662 Attributes Section (in') Shear(in2) TL Defl (in) Actual 21.39 13.88 0.13 Critical 16.03 4.91 0.35 Status OK OK OK Ratio 75% 35% 36% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1139 207 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 245 =A Uniform Load A R1 =869 R2=869 SPAN=7 FT Uniform and partial uniform loads are lbs per lineal ft. Beamchek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition BedRm-4 Clg. Bm. CB.-1 Date: 1/24/12 Selection (2)2x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 1.3 in2 R2= 1.3 in2 (1.5)DL Defl= 0.25 in Data Beam Span 10.0 ft Beam Wt per ft 6.74# Reaction 1 TL 795# Reaction 2 TL 795# Bm Wt Included 67# Maximum V 795# Max Moment 3514'# Max V(Reduced) 766# TL Max Defl L/240 TL Actual Defl L/489 Attributes Section (in') Shear(in2) TL Defl (in) Actual 42.78 27.75 0.25 Critical 37.04 5.55 0.50 Status OK OK OK Ratio 87% 20% 49% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1139 207 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 30 =A Point TL Distance B= 1222 5.0 Uniform Load A Pt loads: B R1 =795 R2=795 SPAN= 10FT Uniform and partial uniform loads are lbs per lineal ft. BeamC;hek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition PlayRm./Media CIg. Bm. CB.-2 Date: 1/24/12 Selection (2)1-3/4x 11-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.0 in2 R2=2.0 in2 (1.5)DL Defl= 0.51 in Data Beam Span 14.0 ft Beam Wt per ft 10.12# Reaction 1 TL 1468# Reaction 2 TL 1468# Bm Wt Included 142 # Maximum V 1468# Max Moment 9295'# Max V(Reduced) 1431 # TL Max Defl L/240 TL Actual Defl L/331 Attributes Section(in3) Shear(in2) TL Defl(in) Actual 73.83 39.38 0.51 Critical 36.98 6.55 0.70 Status OK OK OK Ratio 50% 17% 73% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 3016 328 1.9 750 Adjustments CF Size Factor 1.009 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 30 =A Point TL Distance B=2375 7.0 Uniform Load A Pt loads: g R1 = 1468 R2= 1468 SPAN= 14 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition PlayRm. Hdr. CB.-3 Date: 1/24/12 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.4 in2 R2=2.9 in2 (1.5)DL Defl 0.21 in Data Beam Span 10.0 ft Beam Wt per ft 9.57# Reaction 1 TL 1482# Reaction 2 TL 1832# Bm Wt Included 96# Maximum V 1832# Max Moment 5977'# Max V(Reduced) 1593# TL Max Defl L/240 TL Actual Defl L/562 Attributes Section(in3) Shear(in2) TL Defl(in) Actual 73.83 39.38 0.21 Critical 63.00 11.54 0.50 Status OK OK OK Ratio 85% 29% 43% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1139 207 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 105 =A Point TL Distance Par Unif TL Start End B= 1468 5.0 H= 140 5.0 10.0 I H I - I Uniform Load A Pt loads: I n I R1 = 1482 R2= 1832 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. EleamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Media Clg. Bm. CB.-4 Date: 1/24/12 Selection (3)1-3/4x 9-1/2 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2005 - Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5)DL Defl= 0.68 in Data Beam Span 14.0 ft Beam Wt per ft 12.81 # Reaction 1 TL 2173# Reaction 2 TL 2204# Bm Wt Included 179# Maximum V 2204# Max Moment 9437'# Max V(Reduced) 2080# TL Max Defl L/240 TL Actual Defl L/246 Attributes Section(in3) Shear(int) TL Defl(in) Actual 78.97 49.88 0.68 Critical 36.69 9.52 0.70 Status OK OK OK Ratio 46% 19% 97% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 3087 328 1.9 750 Adjustments CF Size Factor 1.032 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 105 =A Point TL Distance Par Unif TL Start End B= 1468 5.0 H= 140 5.0 14.0 H Uniform Load A Pt loads: B R1 =2173 R2=2204 SPAN= 14 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Kitchenet CIg. Bm. CB.-5 Date: 1/24/12 Selection (2)1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 1.7 in2 R2=2.2 in' (1.5)DL Defl= 0.57 in Data Beam Span 12.0 ft Beam Wt per ft 8.32 # Reaction 1 TL 1259# Reaction 2 TL 1671 # Bm Wt Included 100# Maximum V 1671 # Max Moment 7852'# Max V(Reduced) 1642# TL Max Defl L/240 TL Actual Defl L/254 Attributes Section (in3) Shear(in2) TL Defl (in) Actual 49.91 32.38 0.57 Critical 30.42 7.51 0.60 Status OK OK OK Ratio 61% 23% 95% Fb(psi) Fv(psi) E (psi x mil) Fc l (psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 3098 328 1.9 750 Adiustments CF Size Factor 1.036 Cd Duration 1.15 1,15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 30 =A Point TL Distance B=2471 7.0 - Uniform Load A Pt loads: R159 R2= 1671 SPAN= 12 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Garage CIg. Bm. FB.-1 Date: 1/24/12 Selection (2)2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 1.4 in2 R2= 1.2 in2 (1.5)DL Defl= 0.61 in Data Beam Span 18.0 ft Beam Wt per ft 8.2# Reaction 1 TL 867# Reaction 2 TL 772# Bm Wt Included 148# Maximum V 867# Max Moment 3971 '# Max V(Reduced) 797# TL Max Defl L/240 TL Actual Defl L/356 Attributes Section(in') Shear(in2) TL Defl(in) Actual 63.28 33.75 0.61 Critical 52.95 6.64 0.90 Status OK OK OK Ratio 84% 20% 67% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 900 180 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 67 =A Point IL Distance B=286 6.0 Uniform Load A Pt loads: B R1 =867 R2=772 SPAN= 18 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Garage Rt. CIg. Bm. FB.-2 Date: 1/24/12 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.9 in2 R2=3.7 in2 (1.5)DL Defl= 0.71 in Recom Camber= 1.06 in Data Beam Span 18.0 ft Beam Wt per ft 16.81 # Reaction 1 TL 2567# Reaction 2 TL 2402# Bm Wt Included 303# Maximum V 2567# Max Moment 16582'# Max V(Reduced) 2492# TL Max Defl L/240 TL Actual Defl L/305 Attributes Section(in') Shear(in2) TL Defl (in) Actual 155.67 69.19 0.71 Critical 82.91 15.58 0.90 Status OK OK OK Ratio 53% 23% 79% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 50 =A Point TL Distance Par Unif TL Start End B=684 6.0 H=228 6.0 14.0 C= 1259 8.0 H Uniform Load A Pt loads: B C R1 =2567 R2=2402 SPAN= 18 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamGhek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Garage Rt.Cig.Bm. FB.-2 Date: 1/24/12 Selection (3)1-3/4x 14 1.9E TJ Microllam LVL NDS 2005 =0.0 Ft Conditions Min Bearing Area R1=3.4 in2 R2= 3.2 in2 (1.5)DL Defl= 0.59 Lu in Data Beam Span 18.0 ft Beam Wt per ft 18.89 # Reaction 1 TL 2586# Reaction 2 TL 2421 # Bm Wt Included 340 # Maximum V 2586# Max Moment 16666'# Max V(Reduced) 2506# TL Max Defl L/240 TL Actual Defl L/366 Attributes Section (in3) Shear(in2) TL Defl (in) Actual 171.50 73.50 0.59 Critical 78.55 13.19 0.90 Status OK OK OK Ratio 46% 18% 66% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2546 285 1.9 750 Adjustments CF Size Factor 0.979 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point TL Distance Par Unif TL Start End B=684 6.0 H=228 6.0 14.0 C= 1259 8.0 H Uniform Load A Pt loads: B C /\ R1 =2586 =2421 SPAN= 18 FT Uniform TL: 50 =A Uniform and partial uniform loads are lbs per lineal ft.R2 BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Garage Lt. CIg. Bm. _ FB.-3 Date: 1/24/12 Selection (3)2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 - Min Bearing Area R1=2.2 in2 R2=3.4 in2 (1.5)DL Defl= 0.22 in Data Beam Span 11.0 ft Beam Wt per ft 12.3 # Reaction 1 TL 1406# Reaction 2 TL 2119# Bm Wt Included 135# Maximum V 2119# Max Moment 6363'# Max V(Reduced) 1871 # TL Max Defl L/240 TL Actual Defl L/606 Attributes Section (in') Shear(int) TL Defl (in) Actual 94.92 50.63 0.22 Critical 84.83 15.59 0.55 Status OK OK OK Ratio 89% 31% 40% Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 900 180 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 130 =A Point TL Distance Par Unif TL Start End B= 1468 7.0 H = 123 7.0 11.0 H Uniform Load A Pt loads: g Q R1 = 1406 R2=2119 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Ex. Garage Girder FB.-4a Date: 1/24/12 Selection 6-3/4x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 11.4 in2R2= 12.2 in2 (1.5)DL Defl= 0.83 in Recom Camber= 1.25 in Data Beam Span 20.0 ft Beam Wt per ft 29.52 # Reaction 1 TL 7415# Reaction 2 TL 7915# Bm Wt Included 590 # Maximum V 7915# Max Moment 50333'# Max V(Reduced) 7140# TL Max Defl L/240 TL Actual Defl L/289 Attributes Section(in') Shear(in2) TL Defl (in) Actual 364.50 121.50 0.83 Critical 233.12 38.81 1.00 Status OK OK OK Ratio 64% 32% 83% Fb(psi) Fv(psi) E(psi x mil) Fel(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2591 276 1.8 650 Adjustments Cv Volume 0.939 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 487 =A Point TL Distance B= 5000 11.0 Uniform Load A Pt loads: Q R1 =7415 R2=7915 SPAN=20 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Laundry Cig. Bm. FB.-5 Date: 1/24/12 Selection (2)2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.7 in2 R2=2.7 in2 (1.5)DL Defl= 0.20 in Data Beam Span 10.0 ft Beam Wt per ft 8.2# Reaction 1 TL 1676# Reaction 2 TL 1676# Bm Wt Included 82 # Maximum V 1676# Max Moment 4190'# Max V(Reduced) 1362# TL Max Defl L/240 TL Actual Defl L/605 Attributes Section(in3) Shear(in2) TL Defl (in) Actual 63.28 33.75 0.20 Critical 48.58 9.87 0.50 Status OK OK OK Ratio 77% 29% 40% Fb (psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1035 207 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 327 =A Uniform Load A 0 R1 = 1676 R2= 1676 SPAN = 10FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Bath Cig. Bm. FB.-6 Date: 1/24/12 Selection (3)2x 12 DF-L#2 Lu=0.O Ft Conditions NDS 2005 Min Bearing Area R1=3.5 in2 R2= 1.9 in2 (1.5)DL Defl= 0.16 in Data Beam Span 10.0 ft Beam Wt per ft 12.3 # Reaction 1 TL 2175# Reaction 2 TL 1159# Bm Wt Included 123# Maximum V 2175# Max Moment 6191 '# Max V(Reduced) 2100# TL Max Defl L/240 TL Actual Defl L/728 Attributes Section(in3) Shear(in2) TL Defl(in) Actual 94.92 50.63 0.16 Critical 71.78 15.22 0.50 Status OK OK OK Ratio 76% 30% 33% Fb (psi) Fv(psi) E(psi x mil) Fc_l_(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1035 207 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 67 =A Point TL Distance B=2540 3.0 - Uniform Load A Pt loads: B R1 =2175 R2= 1159 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LW. Reg#9071-2189 Tabrizian Addition BedRm.-3 Clg. Bm. FB.-7 Date: 1/24/12 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.7 in2 R2=6.2 in2 (1.5)DL Defl= 0.49 in Recom Camber= 0.73 in Data Beam Span 11.5 ft Beam Wt per ft 13.08 # Reaction 1 TL 3041 # Reaction 2 TL 4013# Bm Wt Included 150 # Maximum V 4013# Max Moment 11828'# Max V(Reduced) 3943# TL Max Defl L/240 TL Actual Defl L/282 Attributes Section(in3) Shear(in2) TL Defl (in) Actual 94.17 53.81 0.49 Critical 59.14 24.65 0.58 Status OK OK OK Ratio 63% 46% 85% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 67 =A Point TL Distance Par Unif TL Start End B=2173 4.0 H=413 4.0 10.0 C= 1482 10.0 H Uniform Load A Pt loads: B C R1 =3041 R2=4013 SPAN= 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition BedRm.-3 CIg. Bm. FB.-7 Date: 1/24/12 Selection (2)1-3/4x 11-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.0 in2 R2=5.3 in2 (1.5)DL Defl= 0.55 in Data Beam Span 11.5 ft Beam Wt per ft 10.12 # Reaction 1 TL 3024# Reaction 2 TL 3996# Bm Wt Included 116 # Maximum V 3996# Max Moment 11779'# Max V(Reduced) 3924# TL Max Defl L/240 TL Actual Defl L/251 Attributes Section(in') Shear(in2) TL Defl(in) Actual 73.83 39.38 0.55 Critical 53.89 20.65 0.58 Status OK OK OK Ratio 73% 52% 96% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2623 285 1.9 750 Adjustments CF Size Factor 1.009 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 67 =A Point TL Distance Par Unif TL Start End B=2173 4.0 H=413 4.0 10.0 C= 1482 10.0 H Uniform Load A Pt loads: B C R1 =3024 R2=3996 SPAN= 11.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition BedRm.-2 Clg. Bm. • FB.-9 Date: 1/24/12 Selection 2x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=0.9 in2 R2=2.9 in2 (1.5)DL Defl= 0.36 in Data Beam Span 12.5 ft Beam Wt per ft 4.1 # Reaction 1 TL 562# Reaction 2 TL 1795# Bm Wt Included 51 # Maximum V 1795# Max Moment 2226'# Max V(Reduced) 1728# TL Max Defl L/240 TL Actual Defl L/412 Attributes Section (in3) Shear(in2) TL Defl (in) Actual 31.64 16.88 0.36 Critical 29.67 14.40 0.63 Status OK OK OK Ratio 94% 85% 58% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 900 180 1.6 625 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 67 =A Point TL Distance B= 1468 11.5 Uniform Load A Pt loads: B /\ R1 =562 R2= 1795 SPAN= 12.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2011 licensed to:Keith R.Abel Residential Design LLC. Reg#9077-2189 Tabrizian Addition Master Bath Clg. Bm. FB.-11 Date: 1/24/12 Selection (3)2x 12 DF-L#1 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.1 in2 R2=4.0 in2 (1.5)DL Defl= 0.24 in Data Beam Span 10.5 ft Beam Wt per ft 12.3 # Reaction 1 TL 2565# Reaction 2 TL 2527# Bm Wt Included 129 # Maximum V 2565# Max Moment 7704'# Max V(Reduced) 2182# TL Max Defl L/240 TL Actual Defl L/528 Attributes Section(in3) Shear(in2) TL Defl (in) Actual 94.92 50.63 0.24 Critical 92.45 18.18 0.53 Status OK OK OK Ratio 97% 36% 45% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 1000 180 1.7 625 Adjusted Values 1000 180 1.7 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 397 =A Point TL Distance B=795 5.0 Uniform Load A Pt loads: n R165 Z\ R2=2527 SPAN= 10.5 FT Uniform and partial uniform loads are lbs per lineal ft.