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Specifications (22) 'MST CA— Djl S. HERMAN' UA.�6%S SW G�-�S� S- n — 3151 NE SANDY BLVD.,SUITE 100 ENGINEERING PORTLAND,OR 97232 PHONINC 1 l -EH—FL FIERNI (ENGI 230 8$?6 -�-' C� _1--1 Sxr xnznlsErlcmrE Is.Corvl Structural Calculations December 27, 2016 RECEIVED Chahelam B Plan APR 2 5 2017 ��tip QROFEss, Lot 4, Oak Woods CITYOFTIGARD <4' �,�'"� ,i)c Tigard, OR BUILDINGDIVISION a 44.1 `` i& r-. P. of OR 'I/ 10.1 2 Prepared For: OO P Suntel Design, Inc. '�? ,,_,0%.7-• , 16865 Boones Ferry Rd. Ste. 201 EXPIRES: 61301 6 Lake Oswego, OR 97035 Subject Sheet No. Retaining Walls: RW1,RW3 Lateral: Loading LL1-LL3 Wind Shear / Diaphragm LL4 Overturning LL5 Details D1-D3 NOTES: THIS WALL REQUIRES A GONG SLAB-ON-GRADE AT THE BASE F'G = 2,500 PSI © 25 DAYS BAGKFILL WALL FY = GRADE 60 PRIOR TO FRAMING FLOOR - al II Im= - All` Ip-tr III-Illolfl IIII Ilfl-dill: 2" GLR 4, #4 12" O.G. O "V" BARS X L > 4" GONG SLAB-ON- 30" GRADE PER PLAN 4" DIA. FTG DRAIN "T" BARS "L" BARS W/ IS" HOOKS CORNERS N =IIg1_111111=111111-111111=11111-111111_1 - = I Ii=111111 =11111- G A / B RETA I N I NE7 MALL SCHEDULE H (FT) A B G D "V" BARS i''T" BARS "L" BARS 5'-0" 5" 1'-0" 18" 12" #4 12" I#4 @ 24" 4-#4 6'-0" 8" 1'-2" I'-2" 12 #4 @ 12" #4 @ 24" 4-#4 Z'-O" 8" I'-8" 1'-4" 12" #4 @ 10" #4 @ 24" 4-#4 8'-0" 8" 2'-2" 1'-4" 12" #4 @ q" #4 @ 12" 5-#4 1'-0" 8" 2'-8" I'-4" 12" #5 @ 12" #4 @ 12" 5-44 10'-0" 10" 3'-2" 1'-10" 12" #5 © 12" #4 @ 12" 6-44 I1'-0" 10" 3'-5" 1'-10" 14" #5 @ q" #4 @ q" 6-#4 12'-0" 12" 4'-2" 2'-0" 14" #5 @ 5" #5 @ q" 6-44 T''F RE A \ \ T TTL__._ �� RIA145 SCALE:NOT TO SCALE Sherman Engineering, Inc. RW IA 3151 NE Sandy Blvd. Ste. 100 1 I-30-16 Portland, Oregon 97232 (503) 230-8876 EQUIV SOIL EQUIV SURCH VERT SUNTEL DESIGN, INC. ACTIVE WV PASS LOAD FILE: RWGARREV.XLS 35 125 150 50 200 Wall Specs WALL PTG WALL PASS THICK TOE HEEL THICK FTG Effect TOT HT HT 'A' 'B' 'C' 'D' WIDTH Length WT 5.00 0.00 0.67 1 . 17 0.67 .00 2.51 2.01 1531 6.00 0.00 0.67 1 .33 1 . 17 .00 3. 17 2.97 2215 7.00 0.00 0.67 2.00 I . 17 .00 3.84 3.90 2562 8.00 0.00 0.67 2.33 1 .33 I .00 4.33 4.32 3046 9.00 0.00 0.67 3.00 1 .33 1 .00 5.00 5. I I 3417 10.00 0.00 0.83 3.50 1 .50 1 . 17 5.83 6.51 4418 11 .00 0.00 0.83 3.83 1 .75 1 . 17 6.41 7.26 5188 12.00 0.00 I .00 4.25 2.00 1 . 17 7.25 8.94 6372 Sliding11 $ Overturning 9 WALL SOIL MOM MOM F.S. SOIL SOIL HT LAT RESIST O.T. O.T. Pressure P/A+M/5 5.00 639 2513 1487 1 .69 1523 1463 6.00 881 4510 2319 1 .95 1492 1486 7.00 1157 6738 3410 1 .98 1314 1314 8.00 1469 9183 4795 1 .92 1409 1409 9.00 1815 12333 6508 1 .59 1337 1336 10.00 2237 18546 8963 2.07 1358 I340 11 .00 2660 24071 11511 2.09 1429 1404 12.00 3117 33487 14499 2.31 1426 1348 Design Reinf (Vertical) Wall Ht. MOM Mu d As a Mcap Steel (Ft) STEM K ft (in) (in) K ft Reinf 5.00 904 1 .54 4.02 0. 10 0. 196 1 .76 #4 @ 18" o.c. 6.00 1512 2.57 4.02 0.20 0.392 3.44 #4 @ 12" o.c. 7.00 2344 3.98 4.02 0.20 0.392 3.44 #4 @ 9" o.c. 8.00 3435 5.84 6.00 0.26 0.5 10 6.73 #4 @ 8"o.c. 9.00 4820 8. 19 6.04 0.40 0.784 10. 17 #4 @ 6" o.c. 10.00 6533 11 . 11 7.96 0.31 0.608 10.68 #5 @ 9" o.c. I 1 .00 86 1 1 14.64 7.96 0.47 0.912 15.70 #5 @ 8" o.c. 12.00 11088 18.85 10.00 0.41 0.804 17.71 #5 @ 8" o.c. PTG 5.00 0.24 10.00 0. 10 0. 196 4.46 #4 @ 24" o.c. 6.00 0.87 10.00 0. 10 0. 196 4.46 #4 @ 24" o.c. 7.00 I .02 10.00 0. 10 0. 196 4.46 #4 @ 24" o.c. 8.00 1 .50 10.00 0.20 0.392 8.82 #4 @ 12" o.c. 9.00 1 .69 10.00 0.27 0.529 1 1 .83 #4 @ 9" o.c. 10.00 2.39 12.04 0.27 0.529 14.31 #4 @ 9" o.c. I I .00 3.58 12.04 0.3 I 0.608 16.37 #5 @ 12" o.c. 12.00 5. 10 12.04 0.37 0.725 19.44 #5 @ 10" o.c. • NOTES: ___±— P'G = 2,500 PSI @ 2S DAYS GONG SLAB-ON- EY = GRADE 6O Q, \/ GRADE PER PLAN = 35 pcf G,surch = 50 psf BASEMENT SLAB REQ'D 2" GLR • V v #4 GONT @ 12" O.G. O m O "V" BARS El = 4" DIA. ET6 DRAIN "T" BARS "L" BARS W/ IS" HOOKS @ CORNERS . ., Jr• Q • lit Ihu=Ulll _ _ _ _ - - 1 Illll "" / G / A / B R-TAI \l \S MALL SG--DUL- H (FT) A B G D "V" BARS"T" BARS"L" BARS 5'-0" S" I'-2" 5" 12" #4 @ IS" #4 @ 24" 4-#4 6-0" 5" I'-4" 1'-2" 12" #4 @ 12" . #4 @ 24" 4-#4 7'-O" 5" 2'-0" 1'-2" 12" #4 @ ci" #4 @ 24" 4-#4 5'-0" 8" 2'-4" 1'-4" 12" #4 @ 5" #4 © 12" 5-#4 Q'-O" 5" 3'-0" 1'-4" 12" #4 @ 6" #4 @ q" 6-#4 10'-0" 10" 3'-6" I'-6" 12" #5 © 9" #4 © q" 6-#4 12'-0" 12" 4'-3" 2'-0" 12" #5 @ 8" #5 @ 10" 7-#4 RETAI \INCA 1AALL A/ GARAGE i--- SURG-ARSE E BSMT SLAB RIA'l RWGarRev NOT TO SCALE RW 3A Sherman Engineering, Inc. I I -30-16 3/5/ NE 5ANDY BLVD Portland, Oregon 97232 (503) 230-5576 EQUIV SOIL EQUIV SUKCH VERT Suntel Design, Inc. ACTIVE WT PASS LOAD FILE: RW413.XLS 35 125 150 0 I50 Wall Specs WALL FTG WALL PASS THICK TOE HEEL THICK FTG EFFECT TOT HT HT A' B' C' D' WIDTH WIDTH WT 5.00 1 .00 0.67 1 .00 0.67 1 .00 2.34 2. 18 1547 6.00 1 .00 0.67 1 . 17 1 . 17 1 .00 3.01 3.00 2228 7.00 1 .00 0.67 1 .67 1 .33 .00 3.67 3.90 2777 8.00 1 .20 0.67 2. 17 1 .33 1 .00 4. 17 4.37 3231 9.00 1 .20 0.67 2.67 1 .33 .00 4.67 4.74 3652 10.00 1 .20 0.83 3.00 1 .83 .00 5.66 6.74 4982 11 .00 1 .00 0.83 3.50 1 .83 1 . 17 6. 16 7.01 5554 12.00 1 .00 1 .00 4.00 2.00 . 17 7.00 8.54 6679 Sliding $ Overturning WALL SOIL MOM MOM F.S. Effect SOIL SOIL HT LAT RESIST O.T. O.T. Length Pressure P/A+M/S 5.00 330 2184 1060 2.06 2. 18 1420 1413 6.00 558 4026 1801 2.24 3.00 1487 1487 7.00 820 6393 2787 2.29 3.90 1425 I420 8.00 1055 8692 3986 2. 18 4.37 1479 1475 9.00 1387 11332 5567 2.04 4.74 1542 1542 10.00 1755 18696 7498 2.49 6.74 1477 1423 11 .00 2239 23242 10259 2.27 7.01 1554 1554 12.00 2682 32075 13070 2.45 8.54 1565 1489 Design Reinf (Vertical) Wall Ht. MOM Mu d As a Mcap Steel (Ft) STEM K ft (in) (in) K ft Reinf 5.00 729 I .24 4.02 0.20 0.471 3.41 USE #4 @ 12" o.c. 6.00 1260 2. I4 4.02 0.20 0.471 3.41 USE #4 @ 12" o.c. 7.00 2001 3.40 4.02 0.20 0.471 3.4 I USE #4 @ 12" o.c. 8.00 2987 5.08 6.00 0.26 0.612 6.67 USE #4 @ 9" o.c. 9.00 4253 7.23 6.04 0.3 I 0.729 7.92 USE #5 @ I 2" o.c. 10.00 5833 9.92 7.96 0.3 I 0.729 10.60 USE #5 @ 12" o.c. 1 I .00 7764 13.20 7.96 0.41 0.965 13.80 USE #5 @ 9" o.c. 12.00 10080 17. 14 10.00 0.41 0.965 17.56 USE #5 @ 9" o.c. FTG Mu Mcap 5.00 0.71 9.00 0. 10 0.235 4.00 USE #4 @ 24" o.c. 6.00 I .02 9.00 0. 10 0.235 4.00 USE #4 @ 24" o.c. 7.00 I .99 9.00 0. 10 0.235 4.00 USE #4 @ 24" o.c. 8.00 3.48 9.00 0.20 0.471 7.89 USE #4 @ 12" o.c. 9.00 5.50 9.00 0.20 0.471 7.89 USE #4 @ 12" o.c. 10.00 6.65 9.00 0.20 0.471 7.89 USE #4 @ 12" o.c. 1 I .00 9.70 I I .04 0.27 0.635 13.03 USE #4 @ 9" o.c. 12.00 12.52 I I .04 0.27 0.635 13.03 USE #5 @ 9" o.c. Chehalem B Lateral Load LL I 11/29/16 I..Loading 2014 18GO55C I.I Wind: Per ASCE 7-10 Basic Wind Speed= 120 Kzt = 1.00 Exposure Category= B A = 1.00 Budding height= 27 1 = 1.00 Roof Slope= 6:12 = 26.6' Zone Pressure A5D LC A5D pressure A 27.7 0.G = 16.6 B 8.8 0.6 = 5.3 C 20.6 0.6 = 12.4 D 7.7 0.6 = 4.6 Use 5 psf at roof for MWPRS End Zone Distance: Eave ht(ft) 27 x 40% = 10.8 ft Bldg Width(ft) 32 10% = 3.2 ft Width x4%= I.3 ft Bldg Length (ft)43 10% = 4.3 ft Length x4%= I.7 ft Minimum = 3.2 ft Edge Strip 3.2 ft (End Zone = 2x Edge St End Zone 16.4 ft I 1.2 Seismic: 2014 15C/055C Use Group= I Number of Stories= 2 <3 -1," Simplified analysis per IBC Section 1613.3.5.2 Sd, 0.727 = 6.5 V= W = 0.134 W Roof W= 15 1376.0 = 20.6 Walls = 8 7.0 ft 1/2 150.0 = 4.2 Partitions = 6 7.0 ft I/2 60.0 = I.3 1' 26.I x 26 = 679 Upr. Floor W= 15 1476.0 - 22.1 Walls = 8 9.0 ft 1/2 150.0 + 4.2 = 9.6 Partitions = 6 9.0 ft 1/2 60.0 + I.3 = 2.9 2' 34.6 x 19 = 658 Main Floor W= 15 650.0 = 9.8 Walls = 8 8.0 ft 1/2 80.0 + 9.6 = 12.2 Partitions = 6 8.0 ft 1/2 20.0 + 2.9 = 3.4 25.3 x 9 = 227 86.0 1564 x 0.13 11.5 ' = Base Shear Distribution: ()� 1564 X 679 = 5.4 = 3.6 ()Fir 11.5 X 658 = 4.9 1 564 I.4 3.5 ()FIr = 11.5 X 227 = 1.7 = 1.2 1564 l.4 a LL•20141BCOSSC•Chsi.m B B101_1ot 42 SHERMAN ENGINEERING, INC. 3151 NE Sandy Blvd Suite 100 _ Portland, OR 97232 WIND LOAD 2014 IBC/OSSC 2015 IBCNVAC JOB: CHAHELAM B Loading: FRONT BACK V1 V2 V3 V4 Roof Wall End Zone= 5.3 psf 16.6 psf Interior= 4.6 psf 12.4 psf End Zone ♦ I Interior I • End Zone End Zone Length = 6 ft Roof Ht. 1 ft Diaph 1 width 16 ft Wall Ht. 7 ft Qn Qn Qn Diaph 2 width 8 ft Shear VI V2 V3 V4 REACTION Line Condition load trib trib total load trib trib total load trib trib total load trib trib total Q ROOF width height width width height width width height width width height width psf ft ft ft psf ft ft ft psf ft ft ft psf ft ft ft _ kips A End Left 5.3 6 10 16 4.6 10 10 16 0.4 B Inter 5.3 6 8 16 4.6 10 8 16 4.6 2 8 8 5.3 6 0 8 0.4 C End Right 4.6 2 0 8 5.3 6 0 8 0.0 Shear V1 V2 V3 V4 REACTION Line Condition load trib trib total load trib trib total load trib trib total load trib trib total Q UPR FLR width height width width height width width height width width height width psf ft ft ft psf ft ft ft psf ft ft ft psf ft ft ft kips A End Left 16.6 6 3.5 16 12.4 10 3.5 16 0.4 B Inter 16.6 6 3.5 16 12.4 10 3.5 16 12.4 2 3.5 8 16.6 6 3.5 8 0.6 C End Right 12.4 2 8 8 16.6 6 8 8 0.5 MAIN FLR Roof Wall BASE FLR Roof Wall TOTAL UPPER FLOOR LOAD End Zone= 5.3 psf 16.6 psf End Zone= 5.3 psf 16.6 psf Interior= 4.6 psf 12.4 psf Interior= 4.6 psf 12.4 psf LINE ROOF UPR FLR TOTAL A 0.4 0.4 0.8 Wall Ht. 9 Wall Ht. 8 B 0.4 0.6 0.9 Diaph 1 width 16 ft Diaph 1 width 16 ft C 0.0 0.5 0.5 Diaph 2 width 8 ft Diaph 2 width 8 ft 2.3 SHERMAN ENGINEERING, INC. 3151 NE Sandy Blvd Suite 100 Portland, OR 97232 Shear V1 V2 V3 V4 REACTION Line Condition load trib trib total load trib trib total load trib trib total load trib trib total Q MAIN FLR width height width width height width width height width width height width psf ft ft ft psf ft ft ft psf ft ft ft psf ft ft ft kips A End Left 16.6 6 9 16 12.4 10 9 16 1.1 B Inter 16.6 6 9 16 12.4 10 9 16 12.4 2 9 8 16.6 6 9 8 1.5 C End Right 12.4 2 9 8 16.6 6 9 8 0.6 3.1 Shear V1 V2 V3 V4 REACTION Line Condition load trib trib total load trib trib total load trib trib total load trib trib total Q BASE FLR width height width width height width width height width width height width A End Left 16.6 6 8 16 12.4 10 8 16 1.0 B Inter 16.6 6 8 16 12.4 10 8 16 12.4 2 8 8 16.6 6 8 8 1.3 C End Right 12.4 2 8 8 16.6 6 8 8 0.5 2.8 F--- - j ?L-z V.a?1-2c/ 1 ,/# LL/ _ 0/ r _.5s./.,-) >4"/ ' )1r l�/ 217 11. 2L ' --4/ 4731 � = ,,�L '19��1 L'E = -� ()' °.°) >I1'.‘ » `/ }/� � -4- 3/ ‘0gip Thein 6,-z-v) =- go 647>) 'Ib _ 71/4�-Y'd Joo1J 3 04 qL _ of aY.& .5'17 s'b V // 8 1 A111/ V------- • 0 'Y-1 d /wig, r11�1 M 3 9 �� Q ( r)= (, /)_ 9/&P : 43_14 yA - 14 tk• 6//V *. °--6J /L') k 6 - -n 3/f1)R3)-15 o oW 1 0 ' 3'b' 9 _$'g S Q1/(nioy i77' e -+ m-1 V0 I OVERTURNING - CI-IAt-IELAM B LL _ 11/30/2016 LINE LEVEL LENGTH SHEAR/FT HEIGHT TRIG LOAD M,resist REDUCTION M,ot ABOVE UPLIFT V-3 19 0.047 9 4 15 23.83 WIND 8.0 -0.33 OK w/ nails LINE 5 V-2 3.75 0.310 9 4 15 0.93 WIND 10.5 -0.33 2.3 I Use MST37 V-1 11.75 0.409 8 4 15 8.56 WIND 38.4 2.3 I 5. 15 Use HDUB V-3 1 1.000 8 4 15 0.06 WIND 8.0 0.00 OK w/ nails LINE C V-2 8 0.195 9 4 15 4.22 WIND 14.0 0.00 I .44 UseM5-137 V-1 9 0.272 8 4 15 5.02 WIND 19.6 I .44 3.28 Use STHD 14 5.OT-Chehalem 3�,� S 0 � , 0 PROVIDED, D,S 0 /kPl'EMGINEEP"'° I\. '111MMINI,AMILIIMI O 40 I6r 1 11 et 9 ] oT0ria; Rfp'Dt}.6Tb' 1 _ 1 ,_. t ... T 1 ____........J 1 1 eo e a a s____,» L__12 I LV L n cpiAl.WUM e, • II. 30 .i . :d, O' 0 SID"in-,' f 03 Ai 9 1 0. . "IL iip lip0 ,! .,..........,,,,-----......:. v 11a k 10 1 fl e ri1 • aelkJ v ° 11 s « i 1.----. Iii ,-1-- Ail 4 I/094 .:„ ,„1,0, erfr _ 1 E>, ?t,'7,:,/v ti). 1 • *,,, /A. G '9'4).41' �r L• • ❑ / \/ \I` L LVLL O °0 citAtix-&4fs? 6 ft•3o •/6 °I/' O •// 811119 'b'H7 —DA-1_ 1MO-i -nrm ANW MUM hLLVE19 A1G110IN1N00'C31la.B1J.11 91 Qiparia9TI9 111 \ 1210NrC V: - 119m 9t91971.79 9t99M++22 9C94Y.:W.- .- 0 jt.. 1 0 �Jl r q)O T 1104.1116.11., A 11 crn. AIL rd _ o g 14 b 4 0 0 q 490 ., . 0 ASHERMAN ENGINEERING A 3151 NE SANDY BLVD.SUITE 100 PORTLAND,OR 97232 INC f _ PHONE(503)230-8876 I -t--� SHERMANENGINEERS.COM NOTE: PROVIDE EDGE NAILING PER PLAN "NOUS SD52.5" HOEDOWN STAGE ® STUDS PER PLAN TO DBL STUD 2x BLK& BTWN STUDS W/DBL •'• A.B.'S TO FOUND i•-• I TOP OF 8" GONG '•- FOUND WALL IN/ 2 #4'5 I'-•••. CONT TOP $ BOT, #4 VERTS ® 48" O.G. e1 w • II \ a a 1I — ---I I--cR --4- II LI CZ CONT REINF TOP 4 BOT 0.. I OF FOUND WALL ''— SIMPSON S51/8x24 7iti II HOLDOWN ANCHOR 0 --TLE)TV\ BOLT TO FT\ 1) HLD HDUB dbl 2x SCALE: I" = I'-O" PROJECT TITLE: CHAHELAM B SEI PROJECT#: ao-Msoo-oo-00O 11-30-16 8. HERMAN -'- 3151 NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 INCPHONE(503)230-8876 IA SHERMANENGINEERS.COM STRAP HOLDOWN PER NOTE: PLAN TO DBL STUD PROVIDE EDGE — ) I/-CONN OVER WALL SHTG PER: NAIL'S PER PLAN @ STUDS LI 4 Jr T.O. FOUND WALL--\ NOTE: PLAGE STRAP MIN 1-1/2" FROM N✓ fli \ "j` CORNER OF FOUND WALL 11 WHEN HOLDOWN SHOWN ON II EACH 51DE OF CORNER PLAGE 1 I ON ONE SIDE ONLY AND i EDGE NAIL TO MULTIPLE STUDS 11/2" #4 VERTS to 45" OG GONT REINF TO BE PLAGED 3"-5" ABOVE HOOK 0 TYP 5-EAR AALL STRAP '--OLDOV\\ IHLDSTHDIO SCALE: I" = I'—O" PROJECT TITLE: CHAHELAM B SEI PROJECT#: 00—MSOO-00-000 11-30-16 ASERMAN ENGINEERING 3151 NE SANDY BLVD.SUITE 100 PORTLAND,OR 97232 INC -L-rluf PHONE(503)230-8876 SHERMANENGINEERS.COM 2X6 STUD WALL C HOLDOWN STRAP PER SGHED @ 16" O.G. ALIGN W/STRAP BELOW FLR .1ST PER PLAN � y SOLID SLKG DBL KING STUD SPIKED TOGETHER IN/ 161 ® S" O.G. AALL TO ^ALL IIOLDOJA\ HLDSI NO HDR SCALE: I" = ILO" PROJECT TITLE: CHAHELAM B SEI PROJECT#: CIO-MOO-N-000 11-30-16