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Specifications f r — O• y ofF� SITE COPY RECEIVED r. rr- S LezT , Ci1,Y PF TiG'ARD STRUCTURAL CALCULATIONS BUILDING DIVISION FOR PACTRUST BUSINESS CENTER 7374 SW DURHAM RD TIGARD OR, 97224 -- NEW WALL OPENING -- \Ito PROfFs '. C ',187 OREGON ger ✓O ✓L<Y 1 5 190A 0 tiN F. NORO\'\[ EXPIRES:12/31 122 Contents Summary SI Details A-J D1 -D7 Contact Person: John E Nordling,PE Calculations CI -C7 NORDLING Proj. No.: 19-237 STRUCTURAL PHOTO SOLUTIONS OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: JAN 2021 By: JEN Sheet No.: COVER r ( ' . < r. SUMMARY , F 2014 Oregon Structural Specialty Code Snow Load: 25 psi' Wind 120 MPH (3 sec gust, V uLT) Exp E' Seismic Occupancy Catagory II Site Class - D Selslmlc Design Catagory - D Ss = 0.9&3 Si = 0.419 Szs = 0.116 SDI = 0.442 There Is one new overhead door + man door opening In a existing wall. This new opening shall be located with the prescribed horizontal location of the 'Future Opening Location'. Q EXISTING CONCRETE WALL ite I-- 1--�' ! NUJ 15'-10'± (w) x 12' (h) OPENING I I Al III I I I t IIl'� 11111 PAL, O} H I& NORDLING Proj. No.: 19-237 STRUCTURAL PHOTO SOLUTIONS OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:JAN 2021 By: JEN Sheet No.: SI I- __.__-_____ _____-_____-________-__ A _____________ ____ __ err F.rr ' r T � I�-YY r —t _!1—ie r r r, f r f`-` f ' ', 1 1 0 1 ff ;I I f'f f ,� , f! 1 f 1 C f ri r I'/ -� p I Ir � 0 � � I i! I 12'-0' 1 (E) MAN I - NEW OPENING DOOR I: 15'-10't 3'-0' ' MIN VERIFY EDGE OF FUTURE OPENING, NEW OPENING; NOT TO I EXTEND SEYOND 0 I-I$9 6 x 4 x 025 COLUMN \5,la PRO 2,187 CV/ , 0 EGON ✓ < 7C:6-) FLAN O 5 6N B. NORM\\ EXPIRES. 12/31 1 22 NORDLING Proj. No.: 19-237 SUTIONS STRUCTURAL PHOTO OVVERH O D DOOR 5 ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR.97008 Date: JAN 2021 By: JEN Sheet No.: D1 FACE OF OPENING-i Y r r , EQ EQ EQ " ` H ®.-......®.- -.a�.�.a. ( f C f f f ! rf , ,' f l r \. ,' : e I a D — qff I: I ( O t . '� N N c.l • , l :r 1 a O I.:.l © 1 _ J J J1 __ ----'_--- - — Li I LI_ t ,-- �--- -�-- '-- = - - --_sue — ,„,- -- "-F -.. 15'-IID't I s. — "":r° ` ALLOWAE3LE FUTURE OPENING LOCATIONI fi II °I EDGE OF FUTURE OPENING, NEUJ OPENING II NOT TO EXTEND BEYOND I _I :I — — — — — — — — — II II I ' 1 CORE DRILL CORNERS, DO NOT OVERCUT. I ` i LOCATE ANGLE SUPPORTS AT FACE OF OPENING. AS REQUIRED, ,0 PROf4� ADJUST FINAL LOCATION TO AVOID (E) REINFORCING, to uve: 1 ���%�9r � ' OREGO ' O 0 inkEL ■ ATIOl l `�yA,Gtr 15, 1000. Y F. NORM EXPIRES: 12/31/22 NORDLING Proi. No.: 19-237 PHOTO SOLUTIONS STRUCTURAL OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 5775 SW 111th,Suite 200•Beaverton OR,97008 Date: JAN 2021 By: JEN Sheet No.: D2 O 4x PURL IN rrr, `'''c - �(1 ) EMBED f a I /, STEEL BUCKET I , I _ _ ----8 I err r cc I' , (E) CAL GIRDER — i ' .i r .•.I ' 91 lar.l I.t. r ..� I; ,I O I :' ', • ' J •I1I1 O ••• Z. :...: �N GINS �O 12,187 I 4 EG• 111 iC SECTION voy�°t,• 15, ,e �,a . NORM EXPIRES:12/31/22 NORDLING Proj. No.: 19-237 , 1 PHOTO SOLUTIONS 1110, it, 0i,, STRUCTURAL OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: JAN 2021 By: JEN Sheet No,: D3 r. r rrr rrr Cr r , r rr r r , r r f f. EAGN END> iisr PLAN ; 3'i V 2 f-. `, r (2) s'a'Q 51MP50N '5TRONG-BOLT 2' ( (31/2' EMPwD) EAO,1-1 L.-3$x$r , f r __ (- -t_ �.. : r f< < .1is 3' 3' Ii' SA 2 NSS Sx(o \SELF TAPPINGS REWS(MN) _\ ® - - -- 9' 1 ,` -L 3 x 3 x 3/6 X 1'-m' , l TOP 4 BOTTOM DETAIL ID 1- 3x3x3,16x I'-0': SEE (D) (2) 'a $ 51MPSON 'STRONG-BOLT 2' I., (3) 1,4' SAE GRADE 2 (MIN) (31is' EMBED) /SELF TAPPING SCREWS a I - " , i•—N55 Bxh q A. • �- CE) CONCRETE WALL I ° - tikktD PROFf�, .j cb t. 1 NEf �O 12,187 H___1.2.:_j__ _ i f NEW OPENING • O-EGON / 111°® DETAIL �y" F. NORo.:' EXPIRES: 12/31/20 NORDLING Proj. No.: 19-237 PHOTO SOLUTIONS STRUCTURAL OVERHEAD DOOR J , Aiiii) ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:JAN 2021 By: JEN Sheet No.: D4 " i f e r r . • ---(E) CONCRETE WALL 2+ I L3x2x@.1B13x'O'-4` ` I TOPE BOTTOM 1.11. -4,,, 'iitl `'PP rF` IRA: ---,,,, FiSS'gxhl I 1 i HSS 8x6 i 4 0 Eft= I ill, El RETURN I' NEAR 545'4) SIMPSON I I 3,16 / SIDE (TYP) 'STRONCI-BOLT 2' (31/2' EMBED), TYP I: Cl=) DETAIL 6 ----y - (E) CONC wALL--\ I 1 � • ' 3 a 1 3i6 3 I 1/4 II 3 — —j 3/i6, 3 II 1 NSS 8x6 NSS 8x6 im O Al0' Lzxz PLAN RETURN 1 NEAR I L2x2xl�ax -4' O SIDE (TYP) Sig, / O oxisiettzt TIGHT TO (E) CaIRDERO ���� ,PR�F�ff0 SUPPORT F A • 'EGON Allt 0DETAIL ✓oy" e. NORQ0 EXPIRES: 12/31/20 NORDLING Proj. No.: 19-237 PHOTO SOLUTIONS ,, , STRUCTURAL OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,27008 Date: JAN 2021 By: JEN Sheet No.:D5 l I r I ; r (Ed'COr 16 thALL , • r rJ r ' r " .ts F i�J Ill ". a..' , , . __— --__ •- • III .-- _ __—P-�`-_ _—_,-1 11I1] (2) 5/B'4) SIMPSON I �L 5 x 3 x I/a x I'-0' EACH 2' I I SIDE AT EXISTING TILT-UP (31/2" EMBED), TYP I O PANEL JOINT. C -c NSS COL ct FANEL JOINT Ii. Si' Si' Ii. EAc1-a I I,.. 5 x 3 x 1/a x 1'-0' EACH 3/�y► 2 END _,,.,. I I I SIDE AT EXISTING TILT-UP !I fliT ^� Cl - I \.4J PANEL JOINT. L 5 x 3 of J, _ 1 R ks.--(2) 5/e'4, SII-1PSON 'STRONG-BOLT 2' >� 6' J. I (31/2' EMBED) 0 Ito PROF /o • 12,18 I Itb • IREGON I DETAIL di, voyN` ,5. RO,\�� CH) NO — EXPIRES: 12/31 120 NORDLING Proj. No.: 19-237 PHOTO SOLUTIONS STRUCTURAL OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: JAN 2021 By:JEN Sheet No.:D6 , t. c , t ' r r , . . r r t r • . , „r r . c r r •- ter rr r r . en ,,f r r r • 1 •I ,,;,, ,_tr ft , • .4 ' , ' I I I .1, -.-'....--' ---i (E) CONC WALL—) I I ______1 -- I , • i 7-r) 1 i 1 I , 1 • FLAN lid, 3 ' 3 ' 111'1 • HSS COLUMN 0, 34. r ( SIMPSON 'TITEN HD' ANCHORS 34'i MAX NON-SHRINK GROUT—, SPECIAL INSPECTION REQUIRED NOT REQUIRED. (E) 6.0.G. ,40::•Zii .,tga‘ _ _ . , 45093Eitttt OD. PROP4O ,t,e, N E•,, /, ,Ce II: I 4, c-- / E TA I L 41 P' 0• G• ill D •S'4, 0 EXPIRES:12/31/20 NORDLING Proj. No,: 19-237 PHOTO SOLUTIONS ‘ STRUCTURAL OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: JAN 2021 By: JEN Sheet No.:D7 24,t1 Q� p re-r ret -1 5/8 YI f fr re r66 .. ' 3'-5' 2'-2' 15'-10' , * f ;. - I e ` . t , aoe s / / —f=—�•._n f�.- r-�.--ear r P - f—1 f C_l •rr\ r1 e I r . f ri .f 0 r -r,, < I ( fle„f 11 COI ?rid ` I sl ir I: :I 1•>I E I 'I I .I II II. 1 II 1; 1 1 II 1.1 II ra II 11 __ NORDLING Proj. No,: 19-237 ' PHOTO SOLUTIONS STRUCTURAL OVERHEAD DOOR 4 45 Or ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97008 Date: JAN 2021 By:JEN Sheet No.: Cl 0. STRONG SAC< eir C::ONNCTrON r E -e s o * e . r rf! ' Ft 2553 Ibe BEAM A aL 211 rce r.-r Ibe r, ' t ( re C. • , e , t W E 14 pIf E CONTROLS W W . 295 plf PI 4000 ha, 1r4 r, •1.2f a W 56 pit 51_ 35 plf e t r r e . < e r E = 150 pcf • 5.5' • 0286 DI_ = 150 pcf • 5.5' • 4' SI 1 SON 'STRONG-BOLT 2' = 20 psi • 3.15' + 15 paf • 30' / 2 5/8'0, 31/2' EMBED = 14 plf = 295 plf T CAP 2,500 Iba VGA!. 2,500 lbs al = 15 per * 3.15' SI- = 25 psi' • 30' / 2 = 56plf = 35plf (4) 5 is b ANCHORS -ok- LU w IIIIII1111111 111 A ill n A A n o A Irn 24' / 1 15'-10' HSS 8 x 6 x 0.3125 HSS 8 x6 x0.3125 RI R2 R1 R2 Rot. 0 0 RDL 2,553 2,553 LL 638 688 LL 277 277 n. 638 688 IL 2,830 2,830 A500 Grade B fy'46 A500 Grade B fy-16 V MAX 688 lbs V MAX 2,830 lbs Self Wt M MAX 4,978 ft-lbs M MAX 11,203 ft-lbs 27.50 plf Weak Axis fv 0.2 < 18.4 ksi fv 0.6 < 18.4 ksi fb 4.1 < 30.4 ksi fb 7.9 < 30.4 ksi Si S1 A DL 0.00 A oL -0.23 A LL -0.40 A Lc. -0.02 L/718 L/+999 ok ok A m -0.40 A n. -0.26 L/718 L/744 4.1 + 1.9 • 12 ksi < 30.4 ks1 NORDLING Proj. No.: 19-237 PHOTO SOLUTIONS j' STRUCTURAL OVERHEAD DOOR 140 ii k* ENGINEERS, LLC PAC TRUST 6776 SW 111th.Suite 200•Beaverton OR.97008 Date:JAN 2021 By:JEN Sheet No.:C2 etc r1--.47 ASCE 7.10 Wind Force Standard Components and Cladding°Me4figdi ailie)Tteofs Wind Speed : 120 mph Exposure: B c qi-: 19.65 psf•LRFC` Structure Type : Building-Components&Cladding Building Type : Enclosed Building TcrirgrkZic k'e€turre c Height(h): 20 ft Iiiiietogern'ot`s Height of Hill(h) 0 a ft 0.6 qh : 11.73 psf-ASD Crest Length(Li,) 0 ft Crest to Structure Dist(x) 0 ft Roofs q<7° Zone#1 1 Walls (h<60ft) GCp Ka: 0.85 Ki : 0.00 Zone#2 1.8 Zone#4 1.1 GCp;: ±0.18 K2 : 0.00 Zone#3 2.8 Zone#5 1.4 Kit: 1.00 K3 : 0.00 Internal Pressure : 2.1 psf External Pressure: Zone#1 11.7 psf Pressure(I+E) Zone#1 13.8 psf Zone#2 21.1 psf Zone#2 23.2 psf Zone#3 32.8 psf Zone#3 35.0 psf Zone#4 12.9 psf Wall-Zone#4 15.0 psf Zone#5 16.4 psf Wall-Zone#5 18.5 psf NORDLING Proj. No. 19-237 PHOTO SOLUTIONS STRUCTURAL OVERHEAD DOOR l: ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: JAN 2021 By: JEN Sheet No.:C3 P f' r r , , rs• e r r ZUSG ` .. Earthquake Hazards Program 2005 ASCE 7 Standard . 0' •f e ' "` Cr ` a E F tC Location 45°24'4.8"N Ss and SI =Mapped Spectral/ 122°45'9.92" W 7374 SW Durham Rd,Tigard,OR 97224 Ground Motion Ss 0.963 Si 0.419 Occupancy Category II Site Coefficient:Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.0 Height of Structure 20.0 ft SMs Fa* Ss 1.074 Styli Fv* Si 0.662 Design Category(SDC) D Sns (2/3)Smis 0.716 SDI (2/3)Styli 0.442 Wall Design Concrete/Masonry Walls Fp 0.4* SDs *I* Wp ASCE 12.11.1 Anchorage to Flexible Diaphragms 0.4*0.716* 1.0*Wp Fp 0.8* Sns* 1*Wp ASCE 12.11.2.1 0.286 Wp 0.8* 0.716* 1.0*Wp SDC C,D,&E 0.573 Wp Fp 0.10 Wp minimum Concrete/Masonry Anchorage Fp 0.286 Wp ASCE 12.11.2 a Fp 400 lbs * SDs*I/ft ASCE 12.11.2 b 400 lbs * 0.716* 1.0 286 p1f Fp 280 p1f ASCE 12.11.2 c NORDLING Proj. No.: 19-237 STRUCTURAL PHOTO SOLUTIONS 5OVERHEAD DOOR ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JAN 2021 By: JEN Sheet No.: C4