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CNOtEtEE fttt,,,,, .10,0 SE*4551 OS HIM,., Sl P PH.{EEP,PE S POP P.EHr OR 9 tPtE r pol VEEP PEP 515I Page 5 DATE: 07/05/16 PROJECT: 22141A- FOUR D CONST 2 WIND LOADS LOAD' A1&AS FROM CAL) LINE A B C D LOAD mean roof height, h = 29 0 0 least horizontal dimension, b =� 45 ift ft 0 0 V3 25 77 1680 a=min(0.1b, 0.4h)>=max(3',0.04b) V4 74 1095 V5 81 272 4603 0.1b = 4.5 ft V6 37 43 43 130 3709 0.4h = 11.6 ft V7 35 45 23 74 2691 min = 4.5 ft V8 ' 60 248' 3958 O 0 3' = 3 ft 0 0 0.04b = 1.8 ft 0 0 max = 3 0 0 O 0 a = 4.5 ft 0 0 2a= 9 ft 0 0 O 0 M1 59 roof rise, y=MU 1274 roof run, x= 12 M2 120 2064 arctan(y/x)= 39.81 DEG M3 61 25 113 3631 M4 33 49 1438 A = 21.6 psf M5 232 3990 B = 14.8 psf M6 67 141 3872 C = 17.2 psf M7 87 41 61 3535 D = 11.8 psf M8 179 3079 M9 46 62 13 13 2288 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0� 0 _ 1 Page 6 ,.. . 1 1 : , A[., 1 [ ' 5 ;•-•I E- S 0 <0°,!ff.)! . ; 4 f r-14„.STEER :, i f , , 1 _ if, •0,, I- - 1 SONL;S0 ! , , i 9 r u I • , - 1 1 - ' 'I...7 0 ' cj i ) ..wawit 55 5 I 13 I • , 1 \ I \ ' I ' , I • , I LE- .) 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A ,SACE.*A34 , ,,„, ,: 4.6 , , . ,, ,„ 04 . „ ,.\ LA 310E '. , ,1 ICI 3)MAry...-, HADf.,).1.4..,,,,,o••,,,,,. 4 ''',''';/i !tro4.i'01',..4, ', A---- -----i-- , ___ .2 14514_ I , itrA4r)DA 3,,A.....,,,eo..„,,,,,,..:,,,,e.',,,,,co,,,„„,,,,,,,-, I :..16.',,,,,,,X''%'',AV:.„•AA,,,1 <1.- 0„.C. . 2”„,..„.„C !, ',4,.k . ....e 1,...,C1 - ' ; 'o0 , , 114"1 11 41'j 111'1, 14,, t,) i . , 2 ; . ; . 1.[1 I -i, (fll,,,,1 . . . . : 0.••••....1 , . ` Page 9 DOUBLE 2 X 4 OR o FRAMING e LOCATION OF NOLDOWN. 1 'F I� 1 • IL HOLDOUJN _ '- SEE SCHEDULE I j • I L 'I \� 1 I om I_. —Z I IIIIII I1 i 1 I1 - It —I I1 _t F THREADED ROD II I 1 1 z 1 '1/2 APA RATED 00 SHEAT NINE - �l 11 • 1 SLEEVE NUT e . ` I In BOLT SPLICE • n -i_ L 1 11 II I II a 11 I l I — IIS IMfi SON° STA II DOLT (SEE f I *4 BAR I � SCHEDULE) U U CONCRETE FOUNDATION 1 D ]—[ 0 ] ) 0 1„UX . N SCALE: 3/411 - 11-0" - D—EXTEN DRAUJING NOT TO SCALE I— L2OWC D=L __ --4g-- HI:IMEIEL1311M1 DRAWN DY- JX_ CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PHS 15031 254-6292 /fit PORTLAND. OR. 97216 FAX: 15031 254-6761 r ,r MIN. 14/3.5 Page 10 1 SIMPSON "MSTA36" TI- „ T •7 • T- 17 EA. SIDE, (4)-TOTAL II II •I•' I 1 1.1 VII 2X CRIPPLE WALL OVER J• L , ^ , _ -- HEADER, W/ 1'%" SPLICE — -m JOINT W/ CONT. NAILING HEADER (CONTINUOUS) , T— ` CONTINUE HEADER ,I•; tipri TO BLDG.CORNER 4 Z 1NAIL SHEATHING TO •I• 1•:1 HEADER W/ 0.145"0 X 4 1••1 1.•1 214" F. RH. F-NAILS 9 w 'I'• Z 1.• 3' O.G. BOTH WAYS NI•. �' C•I O A AC F _ W (OR OTHER OPENG) ZLU _ 15/32" APA-RATED 5I-ITH'G i ,FROM SINGLE SHEET, W 1.1• FASTENED PER SHEAR w z I. SCHEDULE SPECIFICATIONS AND NOTES Q �� _ BLOCK ALL PANEL EDGES IQ -LT 1 PER SHEAR SCHEDULE a ,I 11 SPECIFICATIONS 4 NOTES 1 11 I I 'I II . . EEA (O GRADE z •1.1 •1 E 11I SEE SHEAR SCHEDULE AND U •111 •11 NOTES FOR HOLDDOWN SPECS 71 .1,11 • • PANEL WIDTH co .• LI "3 TIES ` II 11 II II I ` (0 a) - dFkk-- __ Jb II II — II 11 1 Z Q (10_ 0 0') "3 TIES 11 L 11 L I t a 10° O.C. II11 1 00 1 PLAN VIEW OF II I (3)"5 II II I STEM WALL EACH SIDE \ II 1 4° CONC. SLAB II II I II II I II II I cl}— — 1— i= = II II I MIN. 12"x12" CONT. "5 REBAR WI 24" HOOK FOOTING e GARAGE TOP 4 BOTTOM e CORNERS DOOR W/ (4)"4 CONT. Ci- , NARROW SEAR PANEL / NO SCALE (REDUCES PANEL HGT.) NRWSHEAR30 Q:73\WELL =Am EMIlIMIEIEGI2ERO DRAWN 151'- J.Y_ CIVIL- STRUCTURAL ENGINEERS DATE_ 02-23-11 10570 SE WASHINGTON ST. STE 212 PH 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 11 EDGE NAIL ROOF PLYWD. TO 2 X 12 LEDGER UJ/ BEVELED TOP TO MATCH ROOF SLOPE. NAIL LEDGER W/ (2)-1601E4. WALL STUD 4 EA. 2 X 6 BLK'G. (2)-2 X 6 BLOCK'GFOR THIS SECTION OF ROOF, e 6" O.C. VERT. / BLOCK PANEL EDGES W/ 2 X 4 FLAT, NAIL ad e 4" O.C. EDGES AND BOUNDARIES, 12" O.C. IN FIELD. 5Z SI-IEARWALL PLYWD. MUST EXTEND X DOWN TO BOTTOM WALL PLATE A i (T)-P.) 11 ) I U Vc� i 7 EDGE NAIL BLOCKING- FASTEN BLK'G_ TO WALL PLATE W/ "SIMPSON" LS50 (SPACE LS50 PER NOTES) iOO G All SCALE: 3/4" = 1'-0" LEDGE1 D1RAUJING NOT TO SCALE --A-__ _- IEMIgHRTEIERERO DiRAWN is'I'- JX. CIVIL- STRUCTURAL ENGINEERS DATE_ 02-23_11 10570 SE WASHINGTON ST. STE 212 PH, 15031 254-6292 PORTLAND, OR. 97216 FAX: (5031 254-6761 Page 12 DSC CONNECTOR PER FLAN 41111111111.111111 _,,, o 4111 00 o lk 9 TOPPLATE E 144 MANUF. TRUSS DS C DSC-1 SCALE: 3/4" = 1'-0° —711- ERLIUMIEIEL=2LIIM DRAUJN EY- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 11/15/12 10570 SE WASHINGTON ST. STE 212 PH. 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 13 EDGE NAILING I (2) 2x OR LARGER EDGE NAILING 11 11 DEPENDING ON H.D. I LARGEST OF TI-IE ) HD M��iii i A louva ii LARGEST OF THE (2) �!�`•V (2) 2X OR LARGER lH.DS CORNER (DEPENDING ON H.D.) ______ i;1 - ' ,� 1 4 9 FOUNDATION O 6 UPPER FLOOR 1 CO`�51N D I OLDOLUN CO NE SCALE: 3/4' = I'-O" 001 "HD DRAUJING NOT TO SCALE --AE: DRAWN 3-'- JX. CIVIL- STRUCTURAL ENGINEERS DATE-TE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH. (503) 254-6292 f"�t SL/ PORTLAND, OR. 97216 FAX: (503) 254-6761 . Page 14 ' ' PROJECT:DATE: 07/05/16 22141A- FOUR D CONST 2 ver012208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2012 IBC 8Y: WIND SPEED: 100 Adjustment Factor for Building Height = 1.00 EXPOSURE: B Increase 110/B wind loads by 0.83 SEISMIC CAT: D to obtain 100/B (Sos=2/3S"s) 0.860 1.2SOGU 1.02 k R: 6.5 snow load =liel A upper: 1923 mean roof height, h =IIIIINZ ft A main: 2629 A lower: 0 . V=1.�G""VVoL/R ASD Load Combination =V/i.4 WDL ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 1923 28845 4526 3233 EXT. WALLS 10 8 195 7800- 1224 874 INT. WALLS 8 8 153 4896 768 549 BRICK 40 O 0 0 0 TOTAL 41541 6519 4656 MAIN OR ROZF/�E|L|NQ 1S` 943 14145 2220 1585 FLOOR 10 ' 1686 16860 2646 1890 EXT. VVALLS 10 9 200 9444 1482 1059 INT. WALLS 8 9 100 3778 593 423 WALLS ABOVE 12090 1992 1423 DECK 10 0 0 0 BRICK 40 ' 0 0 0 0 TOTAL 66023 8933 6380 LOWER FLOOR ROOT/CEILING 15 0 D 0 FLOOR 10 0 0 0 EXT.WALLS 10 0 0 0 0 INT. WALLS 80 0 Q 0 WALLS ABOVE 13222 2075' 1482 DECK 10 0 U D BRICK 40 0 0 0 0 TOTAL 13222 2075 1482 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 Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 260/260 1 1600 omuT12x36` 6 2684 STHD14RJ A 360/350 2 3430 omaT12x*8r 7 5090 HTT5 B 600/600 3 4700 Cmor12x60' 8 7870 HDU8 C' 096/640 4 6210 owe712x72` 9 9535 HDU11 D 980/980 5 9215 omSr12x90^ 10 14445 HOU-i4 E 1280/1280 . ? 14446 ' to high F 1540/1540 Page 15 DATE: 07/05/16 PROJECT: 22141A- FOUR D CONST 2 WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 V3 3.7 3.7 7.4 8.0 V4 7.3 7.3 14.6 8.0 V5 10.8 9.0 19.8 8.0 V6 15.0 11.8 26.8 8.0 V7 4.2 13.4 5.6 23.2 8.0' V8 12.6 12.6 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 104.4 M1 6.0 6.0 11.0 M2 14.4 14.4 9.0 M3 2.0 2.6 2.6 7.2 9.0 M4 16.6 19.6 36.2 9.0 M5 14.6 3.0 17.6 9.0 M6 23.3 23.3 9.0 M7 5.9 6.3 11.5 4.5 28.2 9.0 M8 12.0 12.0 9.0 M9 3.4 3.4 6.8 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _ 151.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page 16 - DATE: 7/5/16 PROJECT: 22141A- FOUR D CONST 2 WIND 110/B 100/B SHEAR - ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/6 100/B FRAME NOTES ABOVE LOAD ` LOAD LENGTH PLF PLF Y=CANT. 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 V3 1680 1680 1388 7.4 227 188 V4 1095 1095 905 14.6 75 62 V5 4603 4603 3804 19.8 232 192 V6 3709 3709 3065 26.8 138 114 V7 2691 2691 2224 23.2 116 96 V8 3958 3958 3271 12.6 314 260 O 0' 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 O 0 0 0 0.0 0 0 O 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 17736 M1 1274 1274 1053 6.0 212 176 M2 2064 2064 1706 14.4 143 118 M3 ' 3631 1680 5311 4389 7.2 738 610' M4 1438 1095 2533 2094 36.2 70 58 M5 3990 4603 8593 7102 17.6 488 404 M6 3872 3709 7582 6266 23.3 325 269 M7 3535 2691 6226 5145 28.2 221 182 M8 3079 3958 7037 5816 12.0 586 485 M9 2288 2288 1891 6.8 337 278 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 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 0 0 0 0.0 0 0 42909 0 0 0 0 0.0 0 0 O 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 O 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 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 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 O 0 0 0 0.0 0' 0 0 0 0 0 0.0' 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 . Page 17 DATE: 07/05/16 PROJECT: 22141A- FOUR D CONST 2 SEISMIC SEIS. TOTAL SQR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SE IS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 4656 0% 0 0 0 0 1.00 0 0 - 4656 0% 0 0 0 0 1.00 0 V3 X 4656 180 9% 436 0 436 59 1.00 1.00 59 V4 X 4656 190 10% 460 0 460 32 1.00 1.00 32 V5 X 4656 993 52% 2404 0 2404 121 1.00 1.00 121 V6 X ' 4656 739 38% 1789 0 1789 67 1.00 1.00 67 V7 > ' 4656 771 40% 1867 0 1867 80 1.00 1.00 80 V8 X- 4656 971 50% 2351 0 2351 187 1.00 1.00 187 0 4656 0% 0 0 0 0 1.00' 0 0 4656 0% 0 0 0 0 1.00 0 0 4656 0% 0 0 0' 0 1.00 0 0 4656 0%' 0 0 0' 0 1.00 0 0 4656 0% 0 0 0 0 1.00 0 O 4656 0% 0 0 0 0' 1.00 0 O 4656 0% 0 0 0' 0 1.00 0 0 4656 0% 0 0 0 0 1.00 0 200% 0 9308 M1 X 6380 87 3% 11 0 211 35 1.00 1.00 35 M2 X 6380 117 4% 284 0 284 20 1.00 1.00 20 M3 ' X 6380 740 28% 1796 0 436 2232 310 1.00 1.00 310 M4 X 6380 334 13% 811 0 460 1271 35 1.00 1.00 35 M5 X 6380 1004 38% 2437 0- 2404 4841- 275 1.00 1.00 275 M6 X ' 6380 1086 41% 2636 0 1789 4425 190 1.00 1.00 190 M7 X 6380 1335 51% 3240 0 1867 5107 181 1.00 1.00 181 M8 X 6380 396 15% 961 0 2351 3312 276 1.00 1.00 276 M9 X 6380 158 6% 383 0 383 56 1.00 1.00 56 0 6380 0% 0 0 0' 0 1.00 0 O 6380 0% 0 0 0 0 1.00 0 0 6380 0% 0 0 0 0 1.00 0 0 6380 0% 0 0 0 0 1.00' 0 0 6380 0% 0 0 0' 0 1.00 0 0 ' 6380 0% 0 0 0 0 1.00 0 0 6380 0% 0 0 0 0 1.00 0 200% 22066 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0' 0 1.00 0 0 1482 0% 0' 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0' 0 0 0 1.06 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0 1482 0% 0 0 0' 0 1.00 0 0 1482 0% 0 0 0 0 1.00 0 0% 0 Page 18 • DATE. 07/05/16 PROJECT: 22141A- FOUR D CONST s WALL SUMMARY WIND Narrow INCR 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 pit. 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 V3 188 1.08 64 X 188 1501 S S 2 OR 6 2x V4 62 1.00 32+ X 62 496 S S ' 0 OR 0 2x ' V5 192 1.00 ' 121 X 192 1537 S S 2 OR 6 '2x V6 114 1.00 67 X 114 915 S S 1 0 OR 0 2x V7 96 1.00 80 X 96 767 S S 0 OR 0 2x V8 ' 260 1.00 187 X 260 2077 S S 2 OR 6 2x 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 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0' 0 0 OR O 0 0 1.00 0 0 0 ' 0 OR 0 M1 176 1.00 35 X 176 1931 S S 2 OR 6 2x M2 118 1.00 20+ X 118 1066 S S 1 OR 6 2x M3 610 1.75 542 X 610 5486 C C 4 OR 8 3x M4 58 1.00 35 X 58 520 S S 0 OR 0 2x M5 404 1.50 413 X 413 3632 B B 3 OR 7 2x M6 269 1.00 190 X 269 2420 A A 2 OR 6 2x M7 182 1.00 181 X 182 1642' S S 2 OR 6 2x M8 485 1.00 276 X 485 4362 B B 3 OR 7 2x M9 278 1.62 91 X 278 3059 A A 2 OR 7 2x 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 0OR0 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 ' 0OR0 O 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 OORO 0 0 1.00 0 ' 0 0 0OR0 O 0 1.00 0 0 0 ' 0 OR 0 O 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 4. 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 1.00 0 0 0 0 OR O 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 OORO 0 0 1.00 ' 0 0 0 0 OR 0 0 1.00 0 0 0 0 OR 0 GENERAL NOTES LEGEND , ! !---iiiiiiistrc ; 14.*•''''"%-!‘ • •FRAMING CUP SPACING SCHEDULE OZ.* SHEAR WALL SCHEDULE • rf,„„" ,,, ..„.,, ,,.„., • HOLDOWN SCHEDULE I ----,— ---- --- :„ , ,,, - - ---- --- 1111.1.11.11C:______, ........ /NININIM 0,,,,,,,:„.-.,t,,,,,,.,, ,,, • ' - .r. 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L' -- ' ,0,, Z•N••,. rN .1111111111.1.1.111. r------' 0 0 P' ,Zi:\ N/14-\IN PL__0 . PL.,L,,N 22141A „.....,-- , ,....-_-.. I,,-- 6,z.I.-W.,_E Li 1 ,spo'B,, ,.,,,,2,„„.„ „:, 1,01.3 ,,M,,t 4...0 LA.,`,.0 j 4111111.11.1111111.11.16. -- ... _ e =I U ' I 1 ....4 I. • ! .....1-.1.... il. , Ili t;0 ! La;11 • 0 19--Z Or,To TEATCo R00.5,0=5 / NAIL LEDGER D' 0*155 EA , / DA_L STAD.4 EA:X 5 B.CG Z CONNECTOR Mut la,' f j RE1R P,...IN rIkI-..„1,..r.-cc ,,,-- !"' ,---- FOR 7. ,e.SECTION C..ROCO .- 1'''''' \ i, l Zf..c..,(0,.4`1‘.„E ;.t.t '' .0 ,...." 4 6 I lel,- i ---,, E,..... E,A,...,Y4 . r 0'f-4.24=4 ED4E Ntekt1.A. trIk'r".'.Ir'11-TN„ ' k.--''''IrIAINLI•SBE.,./k,IDAFE ES 010;',..-z..c. DN''',..D. . ' b.,.__i..,... i abgli' 1.1 ' -v 1 ,,,,,,,,,,, - ..1S. 1 Z II 1 t). ii1 1 0 , EDGE NAL,e,,,oc<NG --- FASTEN BAK 4 TO 5A-L PATE AE BIT-PSC>.•:55,C 'SPACE 5E50 PEP NDET5S; . N411:1 1 1 , 1 cc-.7al•NE:-.) .-fC.L...7.)O.i.i.iN e" C.:,,CRNER . ‘•r--.,c....f- .'J (-.>c:F,------ ,- -- i . --C. *DADE! 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C-1 1, • 0500r.e.x 6.4... C., W F/ / C..)''''-'If 1 1 1'1- - r'1 4fc.--tst-t..!.'" , i" EITECErCATONF a NOTE* ." :...:e...* 6c aR1.0,-)E1 ' $::::1 /1,,'('I, - v', 1,, ;, , ,---,,:,!.44-,;,,,7f...-1,e.-./'diAbl'L..., 'rc.2 lc.. t.....; , I, , .', t J ,.,- 7.,..... . f.._4R11- ,I. ,. c:: i , A tfi- 4 1 ''.,. —•:.T.E.: I "§, 6 — I .-i-----. . •. --- r.0 '''' g -6,17' ''.'' ''.- o '0 0 0 1 • '' - ''''''- .. 111=111•1 e ,..3S '1' ,•7-i ._4\ v .,tE4OF 4 EAC-:7:.•E tl `,:: WALL 25$SNOW LOAD .•. r'. 0. ' , 1 k= : ''-' - 1 ' ''''''' '` ' 'r i t., 1 i 4,, .,,,_t -t---•F..•=-X.......: .._. %'....,..:!.. ..-.,, 1- a 1 %:".t.rf'.":.-..':—.. '-y-',..f.,v , ...: .„. 0 .: . ,...12 ,,NAOIRROIA: ,,--1.7.oE,CO F A.:'SEL ... '"-: -.•,.) !ir -e-,,, '-'-v--, a '' .Its i es•.."' ' _.1.. , .o0 50.4-E ,,q1.0E,s A EMIIIII ), 0 IIIIIIIIINNIMIIII 7:--- ,-iND 4\—10,N N 22141A ........_ _ c........„..e ..,.. • ... L2 11,00'6:, ,,, ,,,,,,, ,, 2-A, ',..pskt. I.,t,,P•Et,,,,-. TYPICAL HEAR WALL DETAILS . . . ..... a...2 .0,0,4..),,,,:._..';,,,,,,,, ,_ , .,..,_. i , , —i --• • 1 __I I ....4_ it ,_ , i.1 IRoot sheathing . ILI Z 1 i „„ Pool,aher.or truss SheathIng . RBC cte.required al blocked w f • , diaphragms(see PBC schedule) _-Beveled blockong _ ,, Sampson HI clip g 24"a c - 0 —- •••)' . ,. . • ...,- , ) no Z , ..., Sheet/nog see schedule- 1, i Boundary nailing 8d •N, ' r- 1 . J commons g 6'o c UtE) , \ ',.1') . )3 -- \ 2o stuck ‘) .i"' gritilll' — Blocking with Ed 3"em --,--).•"- --. • I ) f-5,..6 s At c c ' /[4'I , -041 /' tr 121111111't , `..---- Upper fOor edge nailmg -,- . , ..,),k 0,7 -m Sheath br . \'. )..,.:a*:-'•) ' ,-)4)-),..-.5)":1) / ) . / . , 14.4l....) ,/, , = - , • , I i ' / 2'max ..11$7.) ' )'1))7,40),,i-7-•'1'1 ,': Edge nailing . , , I ,7 , "/ ) RBC SCHEDULE :;) •i)..,,\)))) _ L. :::::::ideing.1. ) ) ) •-. / '4771 , Sheatlang ) 1; .• 2 a stud wall ---- :))), Web blackng --1_ ,., i, / )....LL:). n.na 1" '.,'' '''' 6 irraalhmrmg rrr(Root Boundary Clp) , [ 6,4Ex••••i•,41 t..0-- . -,:t t t i i t / tttt i etd7Ct-.t......,*".OE-Ck , /,a 64c.a...adv., ) . • 1-: 1V--...- ,),/,1:-- ) ) 1 1 I Blocked diaphragms only )„ ) i, ,. 7 Shear nailing :__, _,,,, )).•.; ' ,,/ ) , 7) r Reg)name spacing [ '60•1.6Cm•.4ISF ,,,', l'PEQ ea.846 CO . / Lower floor edge riming .-/),. -")) "") 8d66.- 36'as ) , Lower flow staggered ,..)",/ ...: , Ceding pats or Kip _ .. a cc ' I 1 i Ed e344);_ I :18"ex ; cad,o, k, I ...„,;k1 L. ):' I_10d 0,4" 1,„)))12'dc )1 *...).4"--. Edge Mang- '' 4" '' . - , ) Sheathing.see t. 1 •SEE SC,-,EC,..-E ,,,,, 4 '0 6 '-'"n"- SheatkIng ___ - .:)....c,,1 , ; i; ; i ,_.... , . 2 a studs - ll)t) ....' Rafter/Truss at eaves Seale,D a l'0' " ' 1 (4)led each sloe - - ._. _ _ Interior shearwall parallel to trusses Floor joists parallel Beveled blosiong at['Mee. Interior shearwall perpendicular to trusses .. 1 sc..e.r-1\0' Boundary nano into lookouts or ' .1041111 Scale l'*I'0' r . blocking adtacent to brace , 8d commons eh 6"cc _ ... __. . . Sheathing.see schedule .. ,, . INTERIOR ROOF DETAILS i 2x studs Blocking with shear nailing ) \\ \k, 'I Ei'll••" ') ' . 1 1 18:.) (::•4) ) Floor sheathing [ 1) ::- 5 ......_ ,......„ ., .,. ..... . Mos jruSts - -- 1 t ' Shear nailing k )) a 61 dgE*00 .47"/ /-'45 ) 1 ) I y.....4 , . , 20 4 flat stiffener' - - ,„, ) -- Floor sheathicel Upper floor edge nakng - K k k . k .). 2x bloc:lung with shear naitog \;..\-.... ,F , ) , „•) ,),_ NAN;to match shear wad ' /4 ))) 204 angled brace- 4, ,„, into top plate See schedule \) - .....-1 i ' . edge naiNng requirement // :V ) ) , .-- , - .—- ) I 7 - Nakao to match shear tree / ./ , . Shear naOng.see r max ) i wsEdheagellabothilitintgo mato - )1 ) /1 )! (k El...0.' I 'a.\_, 111.1111111.111111.11. (A/ /4 1 a).; 1 'Stitiener may be omitted i ..); edge naikng requirement schedule, , ;1' ) p.., ,/ . . 0 braces less than 8 1 ' ,....,, 1 Floor sheathing ; r / ,--- 2x bbckirig -..- / ; -I I ' SECT. AA 'T,- ,e.-- --- Framing clip(see I f s...-i-. 1 1r=t-a• , /..1 Lower hoof edge nabS2i1').h'nge:a3":" /7T1I'''-.77;H:: Lower floor staggered .) ) ),•<.4 > I k )-) .F, )..../ / ....i,!,.; . ).) .-"--:7\a"-. , Boundary naihng rnto blocking SheathIng 1 • / 20 studs Sheathing . .1 • ; . Connect prst to Mocking ' oath shear nailing 21 blocktng / i . --Edge naihng rITatiT/9'.see , 1 .1 / chord - ' ),r • Edge Nailing , - Structural sheathrog DECGBC clip , h Shear nailing see 7 I 8.-)))._ ,) ) 2,,mos ' . 204 angled(races 46*as -e ) .--/ al ) )k \.,....,1----'- , Floe,oral . , lir"; t I, 't• 1 ,t,, - , t 1 r- x studs i : Floor joists perpendicular , ...,.... __-- Sinleturel Sheathing Ipannested I I Scale I'a 1'0- 2nd angled brace k , (4)I6d Mocking to brace - -- E."" n4 1 it Gable end truss SECT B•B _ Parallel to joists w Perpendicular to joists )S-cakk).-i 1,2";Ivo' ; I ) WalLhelaw EXTERIOR UPPER %= , , ' ' i E4 _ INTERIOR UPPER FLOOR DETAILS FLOOR DETAILS , . EXTERIOR ROOF DETAILS c......),, . .. Pa studs . - kl ,I' -kl 2o srodn SheathIng see - Mudsal watt anchor . Sheathing.see .s ' k. , taludsili with anchor i.) , -IP ,ch.thoe --—; i; .. , , 1•01,,see schedule schedule ' Il ....1 . boas,see schedule ;- „-.1..,,,,c.areD Ct.-, 't ,t r f ..:S.,F.,k 2x studs - k Sole pate with shear kt .• 0 r. Sole plate with shear ••"., 1 " ,_Decka., S-te,r•-.NI., , ' narang.see schedule -- .,) / i Dash * , sac SC,..tECt„,..E '''., Sheathing.see )•'" - ' 7- 4..--8 .15,,t5,,,-, ,-... nailing.see schedule 1 i ,, . . Edge nailing — _ 1 r . . / 00..10 8.3.....s-E schedule - - ,,J)) ) .... Edge naihrig-----.., - 4:). 4 I •- -./1 i ,. Mudsel.see schedule ) I .. at SEE SC,-... ..,..s. tor requirements ' '''' .,,_ Wre..41,'• • 1 ; Edge naarng- ,,, 4. , • )). , , 1; L$i SNOW LOAD Flow tomdded i ;!, EDGE..t.‘tt-,5-/ It .•• . . t ty,_Bo,- 1 .1. , __.____ _, shear naihng, . 1 I,..: 4--)1) 835 aceoea-4......e I : , • . - . lr"..)))). a) 'lr'.',.)•), ) , ..`. ) . ' ,))))),„,j-,- ).;')FIII- •) , ,t3 tttt_1 • i I 1, ! ,, . Ilt ,•.. .:', ,I`.,0: , _.., ,;_,.. 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