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REVIEWED BLD RESUB1 BLD2021-0388+Structural_Analysis_or_Calculations+4.26.2021_4.34.22_PM+2164926
Structural Calculations For Sharp Residence 835 - 12th Ave. N Edmonds WA Roof Loads roofing 1x Raft 2x10 @ 24 Clg Jst 2x6 @ 24 5/8" GWB Insl + Misc subtotal Live Load total Floor Loads 3/4" pw Joists 2x12 @16 5/8" GWB Misc subtotal Live Load total 417712027 2.0 psf 2.3 psf 1.9 psf 1.1 psf 2.8 psf 1.0 psf 11.1 psf 25.0 psf 36.1 psf 2.5 psf 3.3 psf 2.8 psf 2.0 psf 10.6 psf 40.0 psf 50.6 psf Attic Loads 1.0 psf 2.8 psf 1.0 psf 4.8 psf 15.0 psf 19.8 psf MEMBER AACRAOCO 0170 Point load (a) TRIB WIDTH LENGTH WIDTH DEPTH WEAK AXIS PLYWD @W.A STRESS RATIOS BENDING AXIAL COMP AXIAL TEN SHEAR BEND +AX BEND +TEN1 BEND +TEN2 DEFL-LL/360 fc < FcE rrNonro COMP TENSION W (DL+LL) W (LL) P (DL+LL) P (LL) M (FT -lb) V (Lb) DEFLECTION DEFL FACTOR STRENGTH Fb Fc Ft Fv E STRESS C. FcE Fc* (1+Fce/Fc*)/2c' fc F'c fb F'b fv F'v f - tension F't k GLB vol factr Cd load duration Cv Vol factr GL8 Cr Repetitive fcti Cfb size fact ben Cft size fact ten Cfc size fact corn Cttruss Halas Engineering 11711 8th Ave. NW Seattle Wa 98177 4/17/2021 206 362-2707 BM 1 Post BM 2 (6) LVL 1.75x14 4x4 4x12 PSL 2.2E DgFr #1 &btr DgFr #1 &btr 0.00 0.00 0.00 15.00 1.00 15.00 26.50 6.83 8.58 10.50 3.50 3.50 14.00 3.50 11.25 10.50 3.50 3.50 1.00 1.00 1.00 77% 5% 81% 0% 75% 0% 0% 0% 0% 25% 2% 51% 77% 71% 81% 77% 5% 81% 77% 5% 81% 89% 10% 28% TRUE TRUE TRUE 0 7689 0 0 0 0 580 10 718 375 10 490 0 0 0 0 0 0 50939 58 6609 7012 31 2408 0.79 0.02 0.08 77 77 77 PSL 2.2E DgFr #1 &btr DgFr #1 &btr 2900 1200 1200 2900 1550 1550 2025 800 800 290 180 180 2200000 1800000 1800000 0.90 0.80 0.80 719.56 985 624 2900.00 1783 1550 0.69 0.97 0.88 0.00 627.66 0.00 697.48 837 561 1782.112928 98 1074 2325.43518 1800 1320 71.54956774 4 92 290 180 180 0 0 0 2025 1200 800 0.90 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.50 1.10 1.00 1.50 1.00 1.00 1.15 1.00 1.00 1.00 1.00 Sheet 1 of 3 Sharp Residence 835 - 12th Ave. N Halas Engineering Edmonds WA MEMBER eereeoco 01'7C Point load (a) TRIB WIDTH LENGTH WIDTH DEPTH WEAK AXIS PLYWD @W.A STRESS RATIOS BENDING AXIAL COMP AXIAL TEN SHEAR BEND +AX BEND +TEN1 BEND +TEN2 DEFL-LL/360 fc < FcE rr%mrlCO COMP TENSION W (DL+LL) W (LL) P (DL+LL) P (LL) M (FT -lb) V (Lb) DEFLECTION DEFL FACTOR STRENGTH Fb Fc Ft Fv E STRESS c' FcE Fc* (1 +Fce/Fc*)/2c' fc Fc fb F'b fv F'v f - tension Ft k GLB vol factr Cd load duration Cv Vol factr GLB Cr Repetitive fctr Cfb size fact bend Cft size fact ten Cfc size fact comp Ct truss Added Calc Mster Bed Bath Dn BM 3 BM 4 BM 5 BM 5 BM 6 BM 7 BM 10 4x10 4x8 PSL 3.5x9.5 GL 3.5x10.5 4x6 4x6 4x10 DgFr #1 &btr DgFr #1 &btr PSL 2.2E GL 22F-V3 DgFr #1 &btr DgFr #1 &btr DgFr #1 &btr 0.00 2.25 0.00 0.00 0.00 1.67 1.67 8.56 4.00 17.00 17.00 6.00 9.00 0.67 13.25 4.50 10.58 10.58 5.00 7.00 5.42 3.50 3.50 3.50 3.50 3.50 3.50 3.50 9.25 7.25 9.50 10.50 5.50 5.50 9.25 3.50 3.50 3.50 3.50 3.50 3.50 3.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 65% 71% 84% 84% 82% 88% 29% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 27% 43% 61% 65% 53% 43% 27% 65% 71% 84% 84% 82% 88% 29% 65% 71% 84% 84% 82% 88% 29% 65% 71% 84% 84% 82% 88% 29% 49% 19% 99% 89% 38% 60% 8% TRUE TRUE TRUE TRUE TRUE TRUE TRUE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 178 86 869 870 605 330 42 128 60 680 680 390 225 27 0 2310 0 0 0 0 1372 0 1600 0 0 0 0 950 3907 2817 12159 12172 1891 2021 1741 1042 1297 3909 3841 1236 1004 1031 0.21 0.03 0.35 0.32 0.06 0.14 0.01 77 77 77 77 77 77 77 DgFr #1 &btr DgFr #1 &btr PSL 2.2E GL 22F-V3 DgFr #1 &btr DgFr #1 &btr DgFr #1 &btr 1200 1200 2900 2400 1200 1200 1200 1550 1550 2900 1700 1550 1550 1550 800 800 2025 1150 800 800 800 180 180 290 240 180 180 180 1800000 1800000 2200000 1800000 1800000 1800000 1800000 0.80 0.80 0.90 0.90 0.80 0.80 0.80 262 2269 501.59 410 1838 938 1564 1550 1628 2900.00 1700 1705 1705 1550 0.73 1.50 0.65 0.69 1.30 0.97 1.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 252 1289 491.55 398.21 1221 797 1076 939 1102 2771.440282 2271 1286 1374 419 1440 1560 3302.780465 2706 1560 1560 1440 48 77 176.3429813 157 96 78 48 180 180 290 240 180 180 180 0 0 0 0 0 0 0 880 960 2025 1150 1040 1040 880 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.30 1.00 1.00 1.30 1.30 1.20 1.10 1.20 1.00 1.00 1.30 1.30 1.10 1.00 1.05 1.00 1.00 1.10 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sheet 2 of 3 Sharp Residence 835 -12th Ave. N Edmonds WA Halas Engineering I? D.* — New161LATT!" 14"or W1422rc — — — — — _ W12t26 wl min, 4x4 posts 1_Soopr BM 1 i �� ]x8E9.ISL ah 16' I�I \ \ \ DINING A E. Nall aornee l y ` �KITCHEN t` ' N-4.CR New 4,1z 1$'-3"x u'.0' ,ETC IN — E, PeW 4_ f BM 2 i i i BATH OFFICE qd �d --- - a r� BEDROOM 1 13.4" X 12'-7' 2xt0 "---alga N10ratters at 24 aeag.ist at to 2rsaB-ia_a11P — — — — — — — — — — — — — — — — — — — — -4 53'-}3I6' .e5 W 6'31/b' B'-1a a 11'4 13f16'1 10,2$/B" 16'-al/16" New PSL 3..10 i GLULsm 3 Sz10 5" V BM 5 A BEDROOM 3 BEDROOM 2 _ luX Il'-r A 9'-IP'x 11'-4' Neu 42'n2'Daeprmrraefeeeng 3 n_ — ii1 A w1(2)V/4C nuoue.Mr NN new-- T v) 5 IND KIT H 1 D'-5 x 1P'- " J J ls.W X 2W4r Saav adlu�-+rt Fists together Iti �/ and (21 tl4^s3^ 6tl�+5 � e STORAGE x r-o - z " X 12'-9" / M-4.6 Hd, BM 6 MECH ROOM STORAGE 8 8' 3"X 6' a" 11•-b^xT-11" �_ _ I A w 8 `1 r�V CRAWLSPACE 42'-2 X 19-9 •`+ — A) Basement Plan �v ;A��!►�'� .w q/77/2027 Sheet 3 of 3