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Specifications (132) RECEIVED SEP 11 2017 10570 SE Washington St It Suite 212 ENGINEERING, LLC M OF TI hr U Portland,OR 97216 STRUCTURAL ENGINEERING lAI DiVISIOt.=j Tel. 503-254-6292 ddlE�� Fax.503-254-6761 Mal W(7-W zstcf LATERAL ANALYSIS 91 q5 eA)0 \i/T June 10, 2017 Mascord Plan: 2185A - BLACK DIAMOND HOMES 9795 SW FREWING ST TIGARD, OR 97223 120 mph Ultimate Wind, Exposure B Seismic Category D 2015 IBC / 2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering PRO Project Number: � ,„‘GiN&, \ 170238 s 7.E rvo ,0 G0 6° T RO14 si, (4n EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION, WORKMANSHIP OR MATERIALS. II.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER 1NCEDENTAL OR CONSEQUENTIAL DAMAGES. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. 1.1mum111111111111I .... Io II W 0 - 0 c-iZ i i 1- CD ' PAW W CD q p I' CO ,y. ihaaadll 7,11_1 //- -- Q r---- if" 1.1' , •ec. --77:: 7 :' PU II 1 0 CD, .4 4, i i....... 4 '../ill 1 Ink i / t I c". 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Page 5 DATE: 06/10/17 PROJECT: 2185A - BLACK DIAMOND HOMES WINDU �� ~.��~� LOAD AREAS FROM CAD LINE A B C D LOAD mean roof height, h L ft V1 84 ' 1243 least horizontal dimension b = M V2 104 99 2957 " ^ V3 82 13 4O' 2004 a=min(0.1b. 0.4h) »= max(3'. 0.04b) V4 82 54 2048 V6 ' 80 ' 1376 0.1b = 3.7 ft 0 . 0 0.4h = 6.8 ft 0 0 min = 37 ft 0 0 0 . 0 3' = 3 M 0 0 0.04b = 1.48 ft 0 0 mex = 3 0 0 0 0 u = 3.7 ft 0 0 2a = 7 ft 0 0 0 0 roof rise, y = 8 [N1 54 17 26 1865 roof run, x = 1Z M2 156 31 3049 - arctan(y/x) = 338Q DEG M3 52 19 29 1903 M4 50 40, 44 2429 A = 21.6 psf M5 222 3818 B =� 148 ' af ~~~~~~~~~ M6 39 49 49 7 2493 C = psf M7 62 85 2801 D = 11.8 psf . � ' M8 79 23 14 2288 ` 0' 0 , 0 0 0 0 ' � � 0 0 0 0 ` 0 0 0 0 ' 0 O' , 0 O 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 , 01 O ^ ' ' [I Page 6 , - I • , r \ / I --- . / 9 . .,..... — . . , EXTEND eREAR.L...',.. 1 — INTERSECT NC,--- . MN (..,....„ 'Q' •1 ', '‘,51. I -1 a i J EXTEND NIERIOR SREARLI),:__:,. TO ROO.&-IE41+-oN SEE .41'ERIOC. ROOF DETAI.5 1 '[ .. 2 4) , A -,../ / / , . \., / ' A ., \ -, \ , ; , \4 , L . 04, 1.‘1 _,..1 il 1 LjPPc-_-_C? PL.00 PLAN 6cALE I,. • 1-¢, 111 2185A LJPPEI PLOO PLAN II It ROWELL MAWN 06/26,0 $14, SC 41-E =,,e• • r-o' / ' / ENGINEERING,LLC cotLEcilot, .7.,,,,,vf,L>t ,,G,NrE;',',1•C .570 9(505050705 SIALi sq 010 70 i 41(41 25 6090 7-0504.1).00 9706 700.3 5044 20A 600" Page 7 ,,,, r8 ' • j Typ ic DEC< V V 11 / I - tli =1 _sli II p. 7 r14STER --, ai , GRE =AT FR1-1, i U 0 I. 44 r— 1 BLOCK BETWEEN JOISTS DINING NAIL FISCS1 ABOJE ARTA!Op 4+OC STRA.ACROSS ESOTTON LA CSIA ——:—— .1FAS, A...v.--..-:-TZ:Er.s.E...:--.::.:.• "..-.2_.-72.-- '''- e. G,A4,GE 0 i ') 1 I "..N, ,1 I 1 I i 1 I 1Ll, tr±J I 7 1.2 1 •rrf. F, 0 ,ri.:1 ILI I i 2185A MAIN FLOOQ PLAN 111 ROWELL /, 0; / ENGINEERING,LLC cc __LCI , S',NL,- E POR,LAND 07 5.25 01400500 074 t, Ni.1.1.1.1.1...` co I 1E5 it" 'i 0) cs_ M.W, "5 i 5 1 z \ 0 ...- N. 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OF l-IOLDOWN. • I` 1 HOEDOWN ±I 1 FE — i SEE SCHEDULE II II tI } 1 - III I \ 1 � ` I 1`-mZ1Z� I I �I I I - -Th1 _ __ iI „- II ` THREADED ROD II 1 1 I I 1 z = I ( O s ; A RATED � I `I I �, A SI-IEATHINC { I H I SLEEVE NUT e ,•s BOLT SRL ICE n 1.1 I II II I L I 11SIMPSON STAB I DOLT (SEE 11 #4 BAR 11 SC1-1EDULE) I l CONCRETE FOUNDATION (T . 1O DOWN X No SCALE: 3/411 - 11-0 ' - D—EXTEN ID AWING NOT TO SCALE /_-' C12CD\CMI CNaqUENE NQ11Mi DRAWN B'I'- 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 )(If-7 � MN. I-1/3.5 f Page 10 T •1— ., T •7 71;r1 1 T 1 I7 — SIMPSON "MSTA36" EA. SIDE, (4)-TOTAL �I I.1 H 2X CRIPPLE WALL OVER L• L / _J_ I __ 1 HEADER, W/ II/2" SPLICE -• -- -• - -- 1---g JOINT W/ CONT.NAILING . HEADER (CONTINUOUS) 71. - ` CONTINUE HEADER l7 .1•. TO BLDG. CORNER 4 Z 1•• NAIL SHEATHING TO I- •I• HEADER W/ 0.148'0 X 4 I'.I . 21/4' F. RH. PNAILS € W •I.' Z • 3° O.G. BOTH WAYS cD I•. CA,DACE i— (OR OTHER OPEN'G) 3 W I- N I 15/32" APA-RATED SHTH'G a ,FROM SINGLE SHEET, FASTENED PER SHEAR L Z SCHEDULE SPECIFICATIONS AND NOTES V 43 Pi \---., • -BLOCK ALL PANEL EDGES Q I I PER SHEAR SCHEDULE LU .1 11 11. SPECIFICATIONS 4 NOTES 11 11 .I ,1i11 1 REBAR &O GRADE o z z •.1 ll F w 11• SEE SHEAR SCHEDULE AND lll 1 NOTES FOR HOLDDOWN SPECS IL PANEL WIDTH 0_ •III / *3 TIES --L II 11 II 11 II X16 t1i dikk—— ebb _ == II H CIP 11 11 11 11 11 Q Q 0 0) *3 TIES H a 11 u II t E J 10" O.C. n 11 II PLAN VIEW OF (3)*5 II a II STEM WALL IL EACH SIDE \1 11 II \4" CONC. SLAB --71----Ir = / 111 II II II II — — 1----I= = II n II MIN. 12"x12" CONT. *5 REBAR W/ 24" HOOK FOOTING 6 GARAGE TOP 4 BOTTOM 9 CORNERS DOOR W/ (4)*4 CONT. 0 NARROW 5-E,4 PANEL NO SCALE (REDUCES PANEL HGT.) NRWSHEAR30 / QOWC LP=, pfRAWN 15'r- JX. CIVIL- STRUCTURAL ENGINEERS D /��-�t TE_ 02-23-11 10570 SE WASHINGTON ST. STE 212 PH- 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 11 EDGE NAILING (2) 2x OR LARGER EDGE NAILING 4 DEPENDING ON H.D. LARGES 6 O T-1 E( ) ND CLARGEST OF TI IE (2) FIV (2) 2X OR LARGER ;ArA N.D'S CORNER ol� (DEPENDING ON I-LD.) g FOUNDATION / 6 UPPER FLOOR 1 CO"5INnD OLDOWN '� CO `\\E SCALE: 3/4" = 1'-0" D1RAWFNG NOT TO SCALE LOUYIIDJ B[RC C E ft DRAWN EY- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: (5031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 . Page 12 DATE: 06/10/17 PROJECT: �1D�� - BLACK �|DIAMOND HOMES , ' "er20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY: IMEIM WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 1.18 SEISMIC CAT: D to obtain 120/B (Sos=2/3 Sms), 0.850 1.2SDS1 1.02 1 R: 6.5 snow load = 30 A upper: 668 mean roof heighth = 17 ft A main: 1988 ' A lower: 0 V=1.2SonVVuL/N ASD Load Combination = V/i.4 WD, ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 668 10020 1572 1123 EXT. WALLS 12 8 125 8000 942 673 INT. WALLS 8 8 70 2240 352 251 BRICK 40' 0 0 0 0 TOTAL 18200 ' 2865 2047 MAIN FLOOR ROOF/CEILING 15 668 10020 1572 1123 FLOOR 10 1320 13200 2071 1480 EXT. WALLS 12 9 195 10676 1675 1197 INT. WALLS 8 9 140 5110 802 573 WALLS ABOVE . 8240 1293 924 DECK 10 0 0 0 � BRICK 40 , 0 0 0 0 'TOTAL ' 47246 7414 5296 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 12 0 0 O' 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 15786 2477 1769 DECK 10 - 0 0 0 BRICK 40 0 0 0 0 TOTAL 15786 2477 1769 ' 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 280/260 1 1500 cMar12x366 2684 STHD14RJ A 350/350 2 3430 cmor12w8" 7 5090 HTT5 B 600/800 3 47OOcmsT1zm� 8 7855 HDU8 C 896/640 4 6210 'cmsnzxor 9 9535 HDU11 D 980/980 5 9215 cmsr12x90" 10 14445 HDU-14 E'1280/1280 ? 14446 to high F 1540/1540 Page 13 DATE: 06/10/17 PROJECT: 2185A - BLACK DIAMOND HOMES WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES V1 9.0 7.0 16.0 8.0 V2 5.0 5.9 9.8 20.7 8.0 V3 2.8 14.0 16.8 8.0 V4 7.0 7.1 14.1' 8.0 V5 20.0 20.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 0.0' 87.6 M1 12.6 12.2 24.8 9.0 M2 16.4 14.6 31.0 9.0 M3 22.6 20.2 2.6 45.4 9.0' M4 2.0 2.0 4.0 9.0 M5 13.0 3.6 16.6 9.0 M6 4.2 4.0 8.2 9.0' M7 6.0 2.8 8.8 10.0 M8 4.4 4.4 88 90 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 147.6 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 . Page 14 . DATE: 6/10/17 PROJECT: 2185A - BLACK DIAMOND HOMES �� °�""~~� 110/B 120/8 SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 120/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. V1 1243 1243 925' 16.0 78 58 V2 2957 2957 2199 207' 143 106 V3 2004 2004 1490 16.8 119 89 V4 2048 2048 1523 14.1 145' 108' V5 1376 1376 1023 20D 69 51 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 U 0 0,0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 , 0 0 0.0 0 0 0' 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 9627 M1 1865 1243 3108 2312 24.8 125 93 M2 3049 2957 2957� 6008 4467 31.0 194 144 M3 1903' 2004 3907' 2906 45.4 86 64 M4 ' 2429 512' 2941` 2187 4.0 735 547 M5 3818 1712 5530 ' 4113 16.6 333 248 , M6 2493 344 2837 2110 8.2 346 257 M7 ' 2801 344 3145 2339 8.8 357 266 M8 2288 512 2800 ' 2082 8.8 318 237 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 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 ' 0 0 0.0 0 0 30274 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 � 0 0 0' 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0' 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0' 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 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 15 . . DATE: 06/10/17 PROJECT: 2185A - BLACK DIAMOND HOMES ' SEISMIC��u-.=,.°u.�� SBS. TOTAL SOR. �� GBS. MAX ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT �F'BL'RSHEA� SBS SHEAR SEIS, SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR , V1 ^ X 2047 128 19% 392 O. 392 25 1.00 1.00 25 V2 ' X 2047' 388 55% 1131' 0 1131' 55 1.00 1.00 55 , V3 X 2047 170 25% 521' 0 521 31 1.00 1.00 31 V4 X 2047 411 62% 1259 0 1259 89 1.00 10O 89 V5 X 2047 256 38% 38% 704` 0 784 39 1.00 1.00 1.O0� 39 �� I 0 2047 UU� 0 0 0 1.00 0 1 0 2047 0% 0 0 0 0 1.00 0 0 2047 0Y6O 0 O O 1�OO ' 0 0 ' 2047 0% 8 O ' 0 0 1.00 0 I 0 2047 0% O 0 ^ 0 0 1.00 0 , 0 ' 2047 ' 0% 0 0 0 01.08 0 , 0 * 2047 0Y6 0 0 0 0 1.00 0 1 0 2047 0% 0 0 0 U' 1.00 0 , 0 2047 0% 0 0 0 0 1.00 0 0 2047 0Y6 0 0 0 0 1.00 0 0 2047' 0%' 0 O 0' 0' 1.00 , O 200% 0 4087' M1 X 5296 485 24% 1292 0 392 1684 68 1.00 1.00 68 M2 X 5296 942 47% 2509 0 1131' 3640 117 1.00 1.00' 117 M3 X 5296 542 27% 1444 0 521 1965 43 1.00 1.00 43 , M4 . � X 5296 293 15% 781 0 781 195 1.00 1.00 195 M5X 5296 976 49% 2000 0 2044 4644 280 1.00 1.00 280 M6 X 5296 304 15% 810 0 810 99 1.00 1.00 99 , M7 ' X 5296 186' 9% 495 O- 495' 56 1.00 1.00 56 M8 X 5296 208' 10% 554 0 554 63 1.00 1.00 63 , 0 ' 5296 0% 0 0 00 1.00 0 , ' 0 5296 0% 0 0 0 0 1.00 0 0 5296 0% 0 0 0 0 1.00 0 0 ' 5296 ' 0% 0 0 8� 0 0 1.00 0 0 ' 5296 � 0% 0� 0� 0 0 0 1.00 ' 0 5296 U0% 0' 0 O' 1.00 0 0 5296 0% O' 0 0 0 1.00 0 D' 5296 0Y6 0 0 0 O' 1.00' 0 198% 14572 0` 1769 0% 0 0 0 0 1.00 0 0 1769 ' 0% O U . 0 0 1.00 0 0 1769 0% 0 0 0 O' 1.00 0 0 1769 0% O' 0 0 0 1.00 0 0 1769 ' 0% 0 0 0 0 1.00 0 0 1769 0Y6 0 0 0 0 1.00 0 0 1769 0% 0 0 0 0 1.00` 0 0 - 1769 0% O O O 0 1�0O . 0 0 1769 0% 0 0' 0 0 1.00 0 0' 1769 0% O 0 0 0 ��OO ` 0 0 ' 1769 ' 0% 0 0' 0 0 1.00 0 0 1769 0% 0 0' O' 0 1.00 0 0 1769 ' 0Y6 0 0 0 0 1.00 0 0 1769 0% O 0 " 0 0 1.00 ' 0 0 - 1769 ' 0% O 0 ' 0 0 1.00 0 0 1769 0% O O O 0 1�0O ` 0 . Page 16 DATE: 06/10/17 PROJECT: 2185A - BLACK DIAMOND . ' 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 p|C V1 58' 1.00 25 X ` 58 462 S S 0 OR 0 2x V2 106 1.00 55 X 106 850 S S 0 OR 0 '2x V3 89' 1.43 ' 44 X 89 710 S ' S 0 OR 0 2x V4 108 1.00 89 X 108 864 S S 0 OR 0 `2x V5 51 1.00 39 X 51 409' 8 S 0 OR 0 '2x 0 0 1.00 ' 0 O' 0 0 OR 0 0 0 1.00 ' 0 0 0 O DR 0 0' 0 1.00 0 0 0' 0 OR O 0 0 1.00 0' 0 0' O OR 0 0' 0 1.00 0 0 0 0 OR 0 ' 0 O 1.00 0 0 0 0 OR 0 0 0 1.00 O` 0 0 0 OR 0 ' 0 0' 1.00 0, - 0 0 . 0 ORO ' ' 0' O' 1.00 0 0 0 0 OR 0 0 O 1.00 0 ' 0 0 O OR O 0 0 1.00 0 0O 0 OR 0 ' ' M1 93 1.00 68 X 93 839 S S 0 OR 0 2x M2 ' 144' 1.00 117 X 144 1297 S S 1 OR 6 2x M3 64 1.73 75 X 75 576 S S 0 OR 0 2x M4 547 1.75 ' 341 X ' 547 4921 B B ' 4 OR 7 2x M5 248' 1.25 350 X 350 2518 A A ' 2 OR 6 2x M6 257` 1.13 111 X 257 2316 S S 2 OR 6 2x M7 ' 266 1.75 99 X 266 2658 A A 2 OR 6 2x M8 237 1.02 64 X 237 2130 S S 2 OR 6 2x 0 0 1.00 0 0 0 8 {)R O ' 0 0 1.00 0 0 0 . 0 OR 0 ' 0 0 1.00 0 0 0 U OR O U' 0 1.00 0~ 0 0 O OR O 0' O' 1.00 0 0' 0 0 OR 0 0 0 1.00 0 , U' 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0 1D0 0 '� 0 0 ' 0 OR O 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 . 0 0 1.00 0 0 0 O OR 0 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 00 OR 0 0 O' 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 O OR O ' 0 0 1D0 0' 0 0 0 OR 0 0 0 1.00 0 0 0' ' 0 OR 0 `