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Roth Const. immum wom��_____ !,, LOAD mean roof height, h - ft 00®�®=� least horizontal dimension, b = ft 4b) Q =�- 0 a=min(0.1 b, 0.4h)>= ma x(3',®-==� x(3,4.40. ft 0®��� 0 0.1 b = ft 0.4h = 8 ft 1111111111111111111 0 Q—�®� 0 min = 4.4 ft 0 0 0 3'= 3 ft =11111 Q.0ax = 1.76 ft 0 MEM max = 3 11111111111111111111111121.1 0-®111111- 0 aima a= 4.4 ft inigannum,0 111111111111111111111 �®� 0 2a` 9 ft ommommunimmlinom roof rise, y= IMNIIIIMIIMEMIUMMumaa root run, x = 12 •• ,,f arctan(y/x)= 39.81 DEG maamakiaM4 0 30® 234® 6107 0=��= 0 A= 21.6 psf B = 14.8 0 1111111111111111111 © ®psf �-_ 0 11.8 psf °11111111111111111111111 0 0®® 0 � 0Q= �= 0 _-- 0 0=®� 0 0 1111111111111111111111 0 0 0===- 0 1111 ° (0,02„...,.. 0 0 Q®== 0 0...... 0 0-111111®® 0 _._ . . b __.. _, Page 6 I i ' , F � 4 k it Cfl I t�� i U. lw T a ; it I I 1 1 I 1 I `,.,' i „ ., .. . 'IL ,--' --- A) ,; 3 11 UI I a .10 i, 1- 10 . r=n-”--- ! , li I 71 IU ! Ft{S .fir.p> r �. 13 i . (1\——— ,„..,, is i Ai ;t:rj k l_I 0 0 11 ......... 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W.- ' 0 1 ‘' i6i..411 ! ,[.151.'!8 „0 ,....-,..'',.l,ae,r,...,,rz1.*aa.„,aa•b , a - SO,-i,-,. .,'.,, 4 , ' , .„ '°. l4a ,452 h — :A 0= ' AC ' 1 ''1'"1 "*\ . : , , 7.173760.,!!!.a„,_I• ,:,:` , ! 0, ... w/2 ' ' R,409 sa?4,r4 ,,,, „0 0,-,! 7C , • , . e , ., <-A .K, .1,4,44404 ,44.4..,4 :1 337 __ (4 ,,14lxalera,,c .479 T ,, , , — ` 40,.,, E . . ''..! ° .4 ' 3 (4%(A 3,:0/7 ,•-,4-9,7/:,,Ii N.,..:)0,-,-,31)4 I!,-'',!''.'"A''';',;';''?'x4!: ,'!°'''' mrr,-,,r,'„,.!,2.,-, [' nV .6 I ‘IvIVnt' 111':! 1 1 u i; ' 1.4.444, 4444,144,4 //V 4 ; X xxx1 Page 8 DATE: 05/25/16 PROJECT: 1144B - J.T. Roth Const. ver01 2208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2012 IBC BY:F=7 Adjustment Factor for Building Height A = UMW! 11111111MAag"10 111111121111. I Increase 110/B wind loads by IMMO to obtain 100/B (Sps=2/3 SMS) 0.850 1.2SDS 1.02 11111111111IIIMMall snow load1 301 upper: mean roof height, h = 20 ft 366' ower: V=1.2SosWoL/R ASD Load Combination =V/1.4 VV DL ASL) DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 BRICK 40 0 0 0 0 TOTAL I 0 0 0 MAIN FLOOR ROOF/CEILING 15 3664 54960 862r 6160 FLOOR 10 0 0 0 EXT.WALLS 10 9 264 11880 1864 1332 INT. WALLS 8 9 150 5400 847 605 WALLS ABOVE 0 0 0 DECK 10 0 0 0 BRICK 40 0 0 0 0 -TOTAL 72240 11336 8097 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT.WALLS 10 0 0 0 0 INT. WALLS - 8 0 0 0 0 WALLS ABOVE 17280 2712 1937 DECK 10 0 0 0 BRICK 46 0 0 0 0 TOTAL 17280 2/1"71937 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf) Floor to Floor Holdown Floor to 1-oundation 1-Ioldown Shear wall wind/seis Tag Load Type I ag Load- f ype 2607261Y 1 1500 CMST12X36" 6 - 2684 ST HD14RJ A 350/350 2 3430 cms-r12x48. 7 5090 HTT5 B 600/600 3 4700 CMST12X60" 8 7870 HDU8 C 896/640 4 6210 CMST12X72" 9 9535 HDU11 D 980/980 5 8350 CMST12X90" 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 • • Page 9 DATE: 05/25/16 PROJECT: 1144B - J.T. Roth Const. WALLS LOAD LINE LENGTH OF SHEAR WALLS(FEET) WALL SQ, TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M1 17.8 6.0 0. M2 43.0 33.8 9.0 M3 2.8 6.9 4.0 3.6 3.4 43.0 9.0 20.7 M4 6.9 6.9 6.0 4.09.0 23.88 9.0� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 121.'3 oa o.o 0.0 o.o 0.0 o.o o.o 0.0 o.o o.o 0.o o.o 0.o o.o o.o 0.0 0. 1 • DATE: 5/25/16 PROJECT: 1144B - J.T. Roth Const. Page 0 WIND 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 0 0 0 0 0.0 0 0 o 6 0 0 0.0 0 0 0 0 0 0 0.0 0 0 © 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 o 6 6 M1 10079 10079 8330 33.8 298- 246 M2 10964 10964 9061 43.0 255 211 M3 6906 6906 5707 20.7 334 276 M4 6107 6107 5047 23.8 257 212 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 01 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 3405i 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0- 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 DATE: 05/25/16 PROJECT: 1144B - J.T. Roth Const. Page 11 SEISMIC SCIS. TOTAL SQR. % SEIS. MAX. DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. AUNIDJUTT - SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 0 0 0%0% 0 0 00 1.00 0 0 0 0% 0 0 1.00 0 0 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 © 0 0 1.00 0 0 00 0 0 0 1.00. 0 0 0% 0 0` 0 1.00 0 0% 0 0 0 0 1.00 0 0 0 o 0 0 0 0 0 0 1.00 p 0% 0 0 0 0 0 0 1.00 0 ° 0/0 0 0 0 0 1.00 0 0 0% 0 0 0 0 0 0° 0 0 1.00 0 0 0 0% 0 0 0 1.00 0 0 0 0 0% 0 0 0 1.00 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0% 1 M1 x 809! 1803 49% 3985 0 3985 118 1.00 1.00 118 M2 x 8097 1860 51% 4110 0' M3 x 8097 1856 51%' 4102 0 4110 96 1.00 1.00 96 4102 198 1.00 1,00 198 M4 x 8097 1807 49% 3993 0 0 8097 0% 0 3993 168 1.00 1,00 168 0 0 0 0 1.00 0 8097 0% 0 0% o 0 0 0 1.00. 0 0 8097 0 0 0 1.00 0 0 8097 0% 0 0 0 0 1.00 p 0 8097 0% 0 0 0 0 1.00 0 0 8097 0% 0 0 0 0 1.00 0 0 8097 0% 0 0 0 0 1.00 0 0 8097 OV- 0 0 0 0 0 1.00 0 8097 0% 0 0 0 8097 . 0% 0 0 0 1.00. 0 0 8097 0% 0 00 0 0 1.00 0 0' 00 0 8097 0% 0 0 1.00 0 0 0 1.00 0 200% 1619 0 193 1% 0 p 0 1937 0% 0 0 0 0 1.00 0 0 1937 0% 0 0 0 1.00 0 0 1937, 0 0 0 1.00 0 0% 0 0 0 0 0 1.00 0 1937 0% 0 0 0 0 1.00 0 1937 0% 0 0 0 0 0 1.00 p 0 1937 0% 0 0 0 0 1937 0% 0 0 _ 1.00 0 0 0 1.00 0 0 1937 0% 0 0 1937 0% 0 00 0 0 1.00 0 0 1.00 0 0 1937 0% 0 0 0 1937 0% 00 0 1.00 0 0 1937 0% 0 0 0 0 1.00 0 0 1937 0% 0 00 0 0 1.00 0 1937 0% 0 0 0 0 1.00 0 0 0 1.00 0 0 1937 0% 0 0 0 0 1.00 0 0% 0 Page 12 DATE: 05/25/16 PROJECT: 1144B - J.T. Roth Const. WALL SUMMARY WIND Narrow INCH CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR IncreasE SHR W S SHEAR incr incr 0 OR p plt. 0 0 1.00 0 0 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 0 0' 1.00 0 0 0 0 OR 0 Zl 0 1.00 0 0 0 0th- 0 0 0 1.00 0 0 0 O OR 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 - 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 M1 - 246 1.00 118 X 246 2218 S S 2 Oli b 2x M2 211' 1.00 96 X 211 1897 S S 2 OR 6 2x M3 276 1.61 318 X 318 2481 A A 2 OR 6 2x M4 212 1.13 189 X 212 1909 S S 2 OR 6 2x 0 0 1.00 0 0 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 o 0 CSR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 OORO 0 0' 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 OORO 0' 0 1.00 0 0 0 0 OR b 0 0 1.00 0 0 0 0 OR 0 0 0 1,00 0 0 0 0 OR 0 0 0 1.00 0 0 0' 0OR0 0 0' 1.00 0 0 0 0OR0 0' 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OOR0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0' 0 1.00 0 0 0 0 OR 0