Loading...
HomeMy WebLinkAbout079-300-084r REVeloN5 2x6 ® 16" O.G: , /— 3/4"x12" PINE r- 1-1/6" T46 K ! }O « 2x6 ® 16* O.C. 3- 2x6 GIRDER 4x6 BM NET SET PRECAST PI R, j(j( aIk 4,,A .�', 14",P x 12" DP. FTG.,. 4 a G ALT. FLOOR SUPPORT a 2x6 ® 16" O.G. 1 0 $ 3- 2x6 GIRDER . :., 4x6 GIRDER Z�•r, 4X6 BM , a �o oeROFES ql 0 40 rip WET SET PRECAST PIER :`. • Ry E A �"�,� w R 18003 14"0 x 12" DP. FTG.` " .a lco OF C lmoF H T. FLOOR SUPPORT Ito N.T.S. � '� � 60 2x6 ® I6" O.G. 19 1 j� 4x4 ® 16" O.G. SIMP. U44 EACH SIDE ALT. 4x4 BLOGK I N67 N.T.S. ALT. FOUNDATIO 5 N PLAN DETAILS o W 3/4"AV PINE 2x6 ® 16" O.G. a 1-1/8" T46 e 2x6 ® 16" O.G. 1 0 $ 3- 2x6 GIRDER . :., 4x6 GIRDER Z�•r, 4X6 BM , a �o oeROFES ql 0 40 rip WET SET PRECAST PIER :`. • Ry E A �"�,� w R 18003 14"0 x 12" DP. FTG.` " .a lco OF C lmoF H T. FLOOR SUPPORT Ito N.T.S. � '� � 60 2x6 ® I6" O.G. 19 1 j� 4x4 ® 16" O.G. SIMP. U44 EACH SIDE ALT. 4x4 BLOGK I N67 N.T.S. ALT. FOUNDATIO 5 N PLAN DETAILS i LAUGHLIN and SPENCE CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530)671-1008PF y �s YUBA CITY, CA 9599# fhx (530) 671-0822 PROJECT KA<VPt,-./— .� BY � 1�.�-- PROJECT4 ' 8 BYDATE, �a JOB NO. SHEET OF LAUGHLIN SPENCE and z CIVIL ENGINEERS and SURVEYORS 1008 LIVE OAK BOULEVARD (530) 671-1 OOR YUBA CITY, CA 95991 fx (530) 671-0822 PROJECT4 ' 8 BYDATE, �a JOB NO. SHEET OF �d 5• Nominal Size Area of 0. •• • � : ���-rem : • TABLE 2.17 SECTION PROPERTIES FOR SAWN LUMBER AND TIMBER'•b X-XAxis Y-YAxis - Moment Moment B- OSection of SectionWeight in pounds linear foot of piece when Inertia Modulus In -d Measure In -d- X 1 x I '1� I' bxd bxd art . r S 0.9 Modulus per 2x8 2 x lU' weight f oo¢ per 017-1' cubic foot equals: in, in. in ? in.4 in, s in 4 S• in.$ Lineal 25 30 35 40 45 1 X 3 1 x 21 1.875 0.977 0.781 1.519 - Foot ------ -- f : Pcf Pcf pcf 1 X 4 • 1 x 6 1 x 3 } 1 X 51 2.625 4.125, 2.680 1.531 0:08$ 0.123 0.234 0.328 } # 0.326 0.391 0.45fi 0.521 0.586 , I X 8 1 X 71 . 5.438 10:398 23,817 3.781 0.193 0.516 # 0.456 0,716 0.547 0.638 0.729 U.820 I X l0 1X91 ' ' 6.938 49.466 6.570 10,695 0.255 ' 28.125 33.125.4 . # 0.944 0.859 1.133 1.003 1.322 1.146 1 289 1 X 12 1 x 111 8.438 88.989 15.820 0.325 0.396 0.867 ' 1.055 # 1.204 1.445 1.686 1.510 1.699- 1.927 2 X 3' 1} X 21 :• •: 3.750 1.953 '6x10 51x9} ' f 52.25 1 1.465 1.758 2.051 2.168 2.344 2.637 2XV- It X31:: 1 6 x 12 1.563 0.703 . O�J38'� =21'12 4\159.943 5 2X6a i}'X512, 5.250.. .8.250 5.359 797•...... 3.06 0.9 i^' ) # 2x8 2 x lU' 1}X?#•` .,I}_gi', - .87:5:•;._ .: �_$95- 3.021 :; 2 c2 1 2 x 12!.. J 1}`X 111 .:• ;1 7 2.930. 3.451 3.516 2:604 3.469 i} 2 x 14"'y�. ',..Y;# 175 I 1.519 1.823` 2 . 2.431 i1.,�.• 2.387 2.865 3.342 3.727 4.926199 2# 3 x 4 .';. 3 x 6:.;.,, : ,'} k 3#; w.2 ' 'r, } X18.750:: :.... 8.934 5.104 �4,55y 3.646 6.424 7.813 rr .3X8 a 3 x 10 , • 51 .k ..Y 2} X 7}: s 2ii;91.. .13.750'.: .18.125 34.66 391 12.604 21.901 7.IZ' 9.440 5.729 7.552 1 if . ; 3 12 53.375 Y3.125 t = 35.651 12044 '9:635 41.059 X 3 3x14 2111#; 21 X- 28.125 33.125.4 631 52.734 14.648 1l.?19 2} . 7.318 19.792. 38.15 .625 r?38.870 73.11 17.253. 13.802 31 1 Y, :• 11 7.7 • 76.vs 96.901 19.857 15.885 4 .40.365 '6x10 51x9} ' f 52.25 ; , X32 963_ ' 1 _ I•�rfy y; 37.813 47.89• 4 _ ti•161 8.594 1 6 x 12 5}x 11} -6 . ' 69.T:068 =21'12 4\159.943 5 6X14 4 X 4 31 X'31 • 12.250 .12.505-: ^1 46 • 12 5 0.651 0.911 0.781 094 0.911 4.276. 1.042 1.172 1.432 _ • 1.719 9.005 1.458 2.292 1.641 1.888 2.266 2.643 3.021 2.578 3.39$:; 2.409 2.891 3.372 3.854 4:336 2.930. 3.451 3.516 ^4402 4.688 5.273 2.975 4.141 4.831` 5.521 6.211 1.519 1.823` 2.127 2.431 $.734:. 2.387 2.865 3.342 ' 3.819 4.297. 3.147 4.015 3.776 4.818 4.405 5.035 5.664 4.883 5.859' 5.621 6.836 6.424 7.813 7.227 5.751 6.901 8.0�19.10.352 8.647 8.789 6.619 7.943 9.211.914 53.375 1034,41 8 135,661 .487 31.134 '51 41.059 9.657 1 40.391 44.878 3.672 4 x 6 31X51 • 19.25Q '48.526' , ' �: 65 7.146 11U I } 2.127 4.552 7.930 4X8.- 4 x 10 3# X 71 3#X91 7 2 11 :148 1 11.241 24.904 _ 14.802 2. 21 3.342 4.405 4.010 - 5.286 12.877 14.485 £r67 2.975 ...:: 80:840 . •. 33.045 18.885 8.403 9.453 10.503 0.026 4 x 12 4 X 14 3} X 11# 31 x 13}.. 14.323 : 15... 67 75 8:82$40.195 16.328 22. 31 : 4 5.621 6.836 •6.745 8.20 21.96.": - 4 x 16 29.625 23.203 . .102.¢j 1 .: 47:340 X27_05_ 91 8.647 ' 30.078 33:126 3} x i 5} 53.375 1034,41 8 135,661 .487 31.134 '51 41.059 9.657 1 40.391 44.878 3.672 15.625 17.578 19.531 7.318 19.792. 9.267 11.121 .i 6 x 6 6 x $ :. 51 X 51 5} X 7# '30 25q 41.250 76.255 193.359_ 11 7.7 • 76.vs " 27.729 .3 5.254 6.302 .40.365 '6x10 51x9} ' f 52.25 ; , X32 963_ ' 1 103.984 131.114 37.813 47.89• 4 _ ti•161 8.594 1 6 x 12 5}x 11} -6 . ' 69.T:068 =21'12 4\159.943 5 6X14 51x13}..._74.�,r 1276x_ .: -Ifi7' 187.172 57.979.. 6 10.981• 13.177' 1 6 X 16 '51 x 15} 85.250 . 1,706.776 ..,.2229 ' -21A- gOl 68.063 _. 78.146 7 _. 8 _ 12.891 15.469 6 x 18 51 x 17} 96.250 2,456,380 28J(t,?29 242.630 88.229' 14.800 17.760 2 6 X 20 51 X 191 107.250, '3,398.484 348.5§8 270.359 98.313 9 10 16.710 20.052 6x22 51 x 211 118.250' 4,555,086 423.729 '298-088 108.396 I 1 18.620 18.620 22.344 2 6 x 24 5}x 231 129.250 5,948.191 506,229 '325.818 118.479 12 24.635 2 22.439 26.927 3 8 x 8 " -10 71 x 71 : 56 250 263.6726 263.672 70.313 71 x 91 71 x 11} 71.250 �• 86.2 535.859 5041_ 11 333.984 ` 89.063 14 61 9,766 12.370 11.719 14.844 1 1 14 • ?1x 13} zr 101.250• -.227., (3 404.297 107.813 8 14.974 17.969. 2 1,637.734' • 8X 16 71 X 151 1161250 2,321.422 300.13 474.609 544.922 126.563 143,313 91 17.578 21.094 .8 x 18 71 x 171 131.50 3,349.609 382 913, 615.234 164.063 101 20.182 24.219 2 8 x 20 8 71 x 19} 14fr•250 4,634,297•, •475.313 684.547 182.813 12 13} 22.786 27.344' 3 x 22 8 X 24 71 x 211 71 X 231 l 61.250 176.250 6,211.484. 577.013 755.859 201.563. 141 25.391 27.995 30.469 33.594 3 8,111.172 690.313. 826,172 X220,313 16 30.599 36.719 'n' to rtivol (N19Kp I F.7R.1-" 149.896 A7R.75K 142.RQfi . Rl tc kao to nn� _ _ _ 50 pcf 1.888 2.409 2.930 . 1.302 1.823- 2.865 3.776 4.818 5.859 6.901 3.038 4.774 6.293 8.030 9.766 11.502 d 13.238 2.977 43.394 39.193 42.839 3.403 3.828 4.253 4.1 5..347 6.016 6.684 6.1 7.049 7.930 8.811 7.869 `8.933 10.117 11.241 9'!0 10.938 12.305 13.672 1.266 12.877 14.485 16.094 2.975 14.828 16.682 18.536 7.352 8.403 9.453 10.503 0.026 11.458 12.891 14.323 2.700 14.514 16.328 18.142 5.373 17.569 19.766 21.96.": 29.625 23.203 25.781 0:720 23.681 26.641 26.736 30.078 33:126 6.Ov8 29.792 33.516 .37.240 8.741 32.847 36.953 41.059 1.415 35.903 40.391 44.878 3.672 15.625 17.578 19.531 7.318 19.792. 22;266 24.740 0.964 23.958 26.953 29.948 4.609 28.125 31.641 35.156 8.255 32.292 36.328 .40.365 1.901 36.458 41.016 45.573 5.547 40.625 45.703 50.781 I 44.792 50.391 55.990 I 48.958 55.078 6I.198 a' . ' - .,,-�� �. i. 1 .' ....1_ _..�...,.._.......� _. .._: .,.. _ �I _ .�T I. ALL CONCRETE SHALL BE A MINIMUM 5 SACK MIX WITH A MINIMUM 28 DAY GOMPRE551VE STRENGTH OF 2,500 PSI. 2. GEMENT SHALL CONFORM TO A5TM 0-150, TYPE 11 3. REINFORCING STEEL SHALL BE ASTM A-615, GRADE 40 MINIMUM (UNLESS NOTED OTHERWISE) 4. MINIMUM LAP SPLICES IN FOOTINGS SHALL BE 24" (UNLE55 NOTED OTHERWISE) 5. FOOTINGS 5HALL BE PLACED AGAINST FIRM UNDISTURBED 501L AT A DEPTH BELOW GRADE A5 5HWON OR NOTED. 6. ALLOWABLE SOIL BEARING VALUES OF 1,000 P51 WITH INCREASES WERE USED IN THE DESIGN OF THE FOOTINGS. 7. WIRE FABRIC SHALL BE AS INDICATED ON THE PLANS AND CONFORM TO ASTM A-185. LAP ALL FABRIC SPLICES 12" MINIMUM. 8. ANCHOR BOLTS 5HALL BE 1/2" DIAMETER x 10" MINIMUM AND PLACED WITHIN 12" OF ALL SPLICES, ENDS, AND CORNERS. MINIMUM 2 BOLTS PER PLATE. THE MAXIMUM ANCHOR BOLTS SPACING SHALL BE 4'-0" O.G. (UNLESS NOTED OTHERWI5E) SEE' 5HEARWALL 50HEDULE FOR SPECIFIC REQUIREMENT5. Q. BOTTOM OF ALL FOOTING TRENCHES SHALL BE GLEAN, LEVEL AND FREE OF STANDING WATER. 10. VERIFY ALL DIMENSIONS WITH FLOOR PLAN. ANY 015GREPANCIE5 SHALL BE BROUGHT TO THE DESIGNERS ATTENTION AND BE RESOLVED PRIOR TO CONTINUING WORK. 11. FOUNDATION PLATES AND SILLS SHALL BE PRESSURE TREATED HEM -FIR OR DOUG -FIR. 12. HARDWARE SPECIFIED FOR P05T BASES OR HOLD-DOWNS SHALL BE SIMPSON OR EQUAL. AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. 1165 50. FT./150 = 11.150. FT. VENT REQUIRED VENTS — '7 (5.5x14 =55 50. FT.) = 5150. FT. CRAWL SPACE - 3 (18x22 = 2.715) = 8.5 50. FT. 12 50. FT TALL LOG. 3/4"xW PINE 2x6 ® I6" O.G. r- 1-1/5" T46 f L. :° "J 3- 2x6 GIRDER Y. 4xb GIRDEI . r• 12" EX. TO NEN 2x6 ® I6" 0.0: 3- 2x6 GIRDS PROP. GONG. 3/4"xl2" PINE t I -1/6" Tt6 2X6 ® 16" O.G. SLAB TWOKNESS AND FILL A5 NOTED ON PLANS 1 1/2" RAIN STOP �. ; _ �4x6VRDEFZ •• -_• • • . . ry •'�4 j (2) #4 REBAR Q 4 1214 9 Date m m �n 12/18/0-1 Scale W F�1 Drawn W -- � o O W ? W � � W O � o o ka cv) 12" EX. TO NEN 2x6 ® I6" 0.0: 3- 2x6 GIRDS PROP. GONG. 3/4"xl2" PINE t I -1/6" Tt6 2X6 ® 16" O.G. SLAB TWOKNESS AND FILL A5 NOTED ON PLANS 1 1/2" RAIN STOP �. ; _ �4x6VRDEFZ •• -_• • • . . ry •'�4 j (2) #4 REBAR Q 4 1214 9 Date 12/18/0-1 Scale 1/4"=1'-0" Drawn KJ5 .lob 0Y64CO Sheet r., ,.,�..�.,.,.��, ., __. _.._ _. v-. - - .-_-.-.�--� __.__ �. ,, i� � ��