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Specifications (10) SUMMARY STEEL CANOPY DESIGN CRITERIA 2014 Oregon Structural Specialty Code Dead Load i psf + member self weight Live Load: 15 psf Snow Load: 20�pef + Driftin Snow Load (20 psf minimum) P'EI SNOW LOAD ANALTSI9 OREI ON(THI EDITION)PECEMBEI2 2 STATEWIDE ALTERNATE METHOD No.OSSC 08-01 - ISSUED MAY 1,2008 Wind 120 MPH (3 sec gust, Vas) Exp B Connections to existing structural brick wall. There is one new 4'-0" x 3'-2" x 2V-4" steel canopy. 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC. 2. All structural to be A36. 3. All welds to be with E10XX electrodes. 4. Bolts to be A301 unless noted otherwise. It NORDLING Proj. No.: 18-150 STRUCTURAL PACSTAR EXPANCANOSION ENGINEERS, LLC PIKE AWNING COMPANY 8775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.: 1 S (E) CONCRETE WALL , •.,,, '-:•"1"---- - (E) BRICK VENEER I I 7 , , I C3 , , „ ,, , •,,,, U1 4.„. „ ,, , •;:-.1 , .. .. : Jt. ... / .: II 0 :-:-,.: : .-. :::1 (3 u.1 t 7, ..- , r= 0 •1. , ....1 111 ,, , :..,1 C5 I W ',...1 \ .., "4 ...21 0 I 12,187 415 A 4 OREGON 0 (—)A MILE,INC 4 AWNING ....„ e. Nofto'N EXPIRES:12/31/18 I = NORDLING Proj.No.: 18-150 STRUCTURAL PACSTAR EXPANSION f CANOPY ENGINEERS, LLC PIKE AWNING COMPANY , 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:2 ' i -- - -- ---- ----- --- --- — -t- z--lE) CONCRETE WALT. -- --- — -- 1- O 1 Ell V (i zt 0 '''. .."7.- 1-165 1 x i x 16ga, T1'P TYP, uN.o. 'e, SEE PLAN . SEE PLAN f ElRoof Deck Units: Provide configurations as manufactured by AEP Span, a . BlueScope Steel Company products as follows: 1. 'Design Span hp', 24 gauge, 16' wide, P4' deep. ii. Attach to support members with +M6 x /2" galv screws at 6' o/c. At parallel supports, space screws at 12' o/c maximum. Mechanically lock standing seams per manufacturer's requirements / recommendations. 9pPROP � � 12,1 N. zo / A • OREGON ENLARGEDe041P) CANOPY PLAN y" . NOR�0 ' EXPIRES:12/31/98 NORDLING Proj. No.: 18-150 4 STRUCTURAL PACSTAR EXPANSION ENGINEERS, LLC PIKE AWNING COMPANY +, 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:3 I --F-7. .-'-.,'. "• W, , r CE) BRICK VENEER i ,•- - • ., ,,,,/ l'-4' l'-4' I ,,,. •".••• .;I 1 .- '; •= ..-; / 1 , / ,, ..-•• „.! ; i 2,,,., 0 , - - , .., N 1 • i :1 :. : ; ,1 I ''''''''''''' !...- ......, ! M - _ I 0 I ,--' - I w- <4 - ' *-1 ZS) I •;' ' .'.-.I r—z—de I z., in . , mat, • % 1-165 I x I x le•ga, ; „: '.. :,': r4,4 4 \ , TYF', U•14.0- l''' • .. . . . , . --....._..., ---.........._ , etrainEl v _ , • * • l' '• '. ': 'I -1 e 2'-0' # 21-0' # = I .1 •.''. 1 e 41-0' # i 1.- .. .,• ,: ,-: • i•'':•' •' '`.,..,---1 (E) CONCRETE WALL ' •'-, : • : •' I',=.., '•. I 1 i • 0.0'"4'4 (o.4._ . . ,187 "ir i OREGO OF •• 0 AWNING SECTION -0 ') 1 5• &C%. +C° +4, , e. Noceo‘"\ I EXPIRES:12/31/18 I , r NORDLING Proj.No.: 18-150 ( PACSTAR EXPANSION I STRUCTURAL CANOPY t k, L., 1,•,'.. 14 W NIP ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:4 ,.....,•••••1 i ---ir 0 1" — — _ 0 — TYP . 0 -- 4;1. 4 ,. 0 - ---i-ISS IxIx 16ga, TYP, 1.1/4.0. ,-. TYF' _ _ , .,. t ft0) PRO"? izu eto I NE4,4, /14.. i 1' 187 / I r 111' dr OREGO 9, vo ' te <r 0,• 6 AWNING ELEVATION o4,4, 15' \ DE. NOCO%-- 1 EXPIRES:12/31/18 NORDLING Proj. No,: 18-150 ..! STRUCTURAL ENGINEERS, LLC PACSTAR EXPANSION CANOPY PIKE AWNING COMPANY 6775 SW 111th,Suite 200•*Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:5 , , . I 4 ' d 1 , I I --r-- --,- I a �a ` . ,, (E) CONCRETE WALL , I 4 I \' 1 BRACKET--.,1 \ �,-,---(E) BRICK VENEER ANCHORS 1 B 2 I 8 ' L ilt ° j ' N I' x 1' STEEL TUBE I { a I 4 ikk r,„,.,;., I ^*14 HEX HEAD TEK SCREW c o do - - - - - - - - I` „- ' l<fG 4 ' '. ANCHOR (SET oprioN saowv 1 \___1111 ° a d , --a—a_- 3/wx fl ' Z-BRACKET 4 \ \1 d T 4 ` vI } I'+ STANDARD PIPE, SPOT WELD TO BACK OF Z-BRACKET J J 11 1 1 ` ` 8 d a s • J u I' a I I , \\, '. ANCHOR OPTIONS 1 ° 1 �,\, o 34"4, THREADED ROD. DRILL 4 EPDXY PER SIMPSON 'SET' (216' EMBED). a ° ; I\ \ �I 0 34'+ POWERS 'POWER—BOLT+SDI' \ \ I 1 (3�s EMBED) 1 r G 4 V6 I b 8I \�\ ' C V 1 1 �NI\I I td o o ' d 1 I\\ , 1'. STANDARD PIPE, SPOT WELD TO •= I I BACK OF Z-BRACKET i"1 " d ., 2i'\ .° 1 ,-\ 3/ie x 11" ' Z-BRACKET 11' -- !4 , 46 4) ANCHOR t Rs ol�rioN swoiw) ,Z 14 1 `7 `' 1 _\�Illie i 2 env r `gyT�y J 4 J J , I s14 HEX HEAD TEK SCREW I ° 1 - \, O I' x I' STEEL TUBE w I \, t` ,I) PRO, sae � '"eeR �/ /'ti- 12, � i . OREGO d DETAIL v04,4, +sQ�\+� 0 E. NOR EXPIRES:12/31/18 NORDLING Proj. No.: 18-150 PACSTAR EXPANSION STRUCTURAL CANOPY Lii. Awe) ® ENGINEERS, LLC PIKE AWNING COMPANY 6775 3w 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JI{W Sheet No.:6 CANOPY CRITERIA AWNING DESIGN REQUIREMENTS ALL MEMBERS TO 15E: LCl D + L LC2 D + S I' x 1' x 16ga STEEL TUBE LC3 D + W 3 3 LC.4 D + 4L + 4S + 4W Ix = 0.033 Ino S x = 0.061 1n3 LOADING CRITERIA MEMBER CONNECTIONS TO BE: DL = 1 per WELDED ALL AROUND L = 15.0 per SNOW = 1.0 per STANDARD AWNING SIZE DRIFT L = 52 per DRIFT R= 36 per Cs = 1 - (38.4° - 15°) / 55° (ACSE 1.0S 1-2c) = 51% W = 18.4 per 0 pet 'Pei et «x,913) Dai N...\\ 4;1 ti °4Vs L 12 38�+19.5 ) z O (0,1.5)3 6 (0 m) "' "' '"'"""''''''''"""""""""" """"' \l (41.1,0) op r 0 $1 " --,—/--------49.‘ f .‘ AEP 'DESIGN SPAN 1-IP', 24 gauge, 16' TWO SPAN = 2'-0' if ALLOWABLE UNIFORM TOTAL LOADS w+ 235 PSP > 35 psf Max p+sI_ ) 4'#se. w- 29 rep > 18 psf rax w-p r-6'SPAN I - 411116k. 2'-0' 2'-O' RDL I pIr 3 par I pit 4'-0, u. 11 pit 38 par Il paf SL 26 pit 15 pir 19 pit lit -11 pit -5S pit -11 pit NORDLING Proj. No.: 18-150 PACSTAR EXPANSION STRUCTURAL CANOPY ® ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:Cl - A HORIZONTAL E3 -IORIZONTAL. 0 HORIZONTAL WDL 1 pit WDL 3 plf WDL 1 plf IL 11 pif LL 38 plf IL 11 plf SL 26 pit 61 15 plf SL 19 plf WI -11 pit WL -58 pit tut. -11 plf W W W 111111 IILIII 1 1111 1 111111 111111 111111 42.5' I 42.5' 1 1 142. 142 ' 1 1 142142St1 TA1.Ox1.Ox16ga TA1.Ox1.Ox16ga TA1.Ox1.Ox16ga • R1 R2 R3 R1 R2 R3 Ri - R2 R3 RDL 2 6 2 RDL 4 14 4 RDL 2 6 2 LL 15 49 15 LL 50 168 50 LL 15 49 15 SL 35 115 35 SL 100 332 100 SL 25 84 25 WL -23 -75 -23 WL -77 -257 -77 WL -23 -75 -23 A500 Grade B fy V M Self Wt A500 Grade B fy V M Self Wt A500 Glade B fy VM. Self Wt lbs ft-lbs 0.25 plf lbs ft-lbs 0.25 plf lbs ft-lbs 0.25 plf D+S 27 19 D+S 91 65 D+S 27 19 D+L 60 43 D+L 173 123 D+L 45 32 D+W 35 25 D+W 121 86 D+W 35 25 D+3/L+3/.S+%W 36 25 D+3/L+'/.S+%W 99 70 D+3%L+%S+'/+W 24 17 i fir 0.6 < 18.4 ksi fir 1.8 < 18.4 ksi fir 0.5 < 18.4 ksi fb 7.7 < 30.4 ksi fb 22.1 < 30.4 ksi fb 5.7 < 30.4 ksi Si S2 Si S2 Si S2 _ _ A DL 0.00 0.00 A DL 0.00 0.00 A DL 0.00 0.00 ALL -0.02 -0.02 ALL -0.06 -0.06 ALL -0.02 -0.02 L/+999 L/+999 L/735 L/735 L/+999 L/+999 A SL -0.04 -0.04 A sL -0.11 -0.11 A sL -0.03 -0.03 L/+999 L/+999 L/372 L/372 L/+999 L/+999 A WI0.03 0.03 A wt. 0.09 0.09 AWL 0.03 0.03 L/+999 L1+999 L/481 L/481 11+999 L/+999 A D+L -0.02 -0.02 A D+L -0.06 -0.06 A D+L -0.02 -0.02 L/+999 L/+999 L/677 L/677 L/+999 L/+999 A D+S -0.04 -0.04 A D+S -0.12 -0.12 A D+S -0.03 -0.03 L/+999 L/+999 L/357 L/357 L/+999 1/+999 A D+W 0.02 0.02 A D+W 0.08 0.08 A D+W 0.02 0.02 1/+999 L/+999 L/510 L/510 L/+999 L/+999 ?, D+%L+%S+%W D-P4L-F%54%W _ D%L+3/4 S+3/W A m -0.02 -0.02 A m -0.07 -0.07 A m -0.02 -0.02 L/+999 L/+999 L/627 L/627 L/+999 L/+999 NORDLING Proj. No.: 18-150 STRUCTURAL PACSTAR EXP ANOI OY 4ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:C2 O O © CONNECTIONS PDL 6 lb. 14 tb. 6 lips LC2 SNOW T = 415 ib. Ll. 49 m. I6S ib. 49 Ibe sL. 115 ibe 332 roe 84 a, V = 551 lbs/2 w� -15 be -251 lb. -15 ib. / LC3 WIND I = 390 be wx -41 lbs -160 ib. -41 ib. -- V s 293 lbs/2 wy -59 bib -201 ibe -59 lbs I (i) 3/8"0 Pourers "Power-Bolt+SD1"(3 1/2"Embedment) 1 TALL 954 lbs Edge 61/2 in I Val.t, 635 :;':M �1 = + 2*635 `' N. 0.874 < 1.00 i° 5 (� I Cs1 = 390 + 293 i__ /IN 1*954 2*635 F 0.640 < 1.15 LC1 LC2 LC3 LC4 T -230 -415 136 -356 LBB 5 230 415 -390 165 LIM V 292 551 -293 384 LOS NORDLING Pro,. No.: 18-150 W STRUCTURAL PACSTA1t EXPACANNSION ® ENGINEERS, LLCWV" PY PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:C3 6 Wind Speed: 120 mph Exposure: B Structure Type: Building-Components&Cladding Building Type: Enclosed Building Topographic Feature Height(h): 15 ft Homogeneous Height of Hill(h) 0 ft Kz: 0.701 Crest Length(Lh) 0 ft qh: 21.95 psf Crest to Structure Dist(x) 0 ft GCp: 1.4 corner zone K,i: 0.85 Ki : 0.00 External Pressure: 30.7 psf-LRFD GCpi: ±0.18 K2 : 0.00 18.4 psf-ASD Kzt: 1.00 K3: 0.00 SEA Snow Loading Pacific Corporate Center,SW Sequoia Pkwy,Tigard,OR 97224 Lat: 45°24'36.32"N Snow Load: 10.0 psf Long: 122°44'48.26" W Elevation: 206.0 ft Snow Drift Analysis Snow Loads L upper 155'-0" Ground Snow Load 10.0 psf L lower 4'-0" Roof Snow Load 7 psf Drift Type Lower Structure W 13.54 ft Upper Roof Pitch 0/12 Seperation Distance 0 Height Hr(hc+hb) 10'-0" Drift Surcharge Only Considered When Drift Surcharge Applies? hc/hb>0.2(hc=hr-hb)[(hr-hb)/hb>0.2] = 20.86 Yes hd=(0.43(Lu^(1/3))*((Pg+10)A(1/4))-1.5)*((20-S)/20) 338 ft hb=Pf/y 0.46 ft. y=0.13Pg+14.0<=30 pcf 15.3 pcf SUMMARY Surcharge Load due to Drifting Pd 52 psf Drift Load at Lower Roof Edge 36 psf Minimum Snow Load=20 psf wizNORDLING Proj. No.: 18-150 STRUCTURAL PACSTAR EXPANSIONCANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:MAY 2018 By:JHW Sheet No.:Dl Geometry data Nodes Node X Y Z Rigid Floor ,11 I [in] [in] [in] 1 0.00 37.30 0.00 0 2 0.00 7.50 0.00 0 3 0.00 0.00 0.00 0 4 15.50 25.00 0.00 0 5 31.50 12.30 0.00 0 6 47.10 0.00 0.00 0 7 23.50 0.00 0.00 0 Restraints Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 2 1 0 1 0 0 0 Members Member NJ NK Description Section Material dO dL Ig factor [in] PSI 1 1 4 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 2 4 5 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 3 5 6 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 4 1 2 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 5 2 3 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 6 3 7 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 7 7 6 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 8 2 4 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 9 4 7 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 10 7 5 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 11 2 7 Frame TA 1.0 x 1.0 x 16ga A36 0.00 0.00 0.00 NORDLING Proj.No.: 18-150 W STRUCTURAL PACSTAR EXPANSIONCANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:D4 Load data Load conditions Condition Description Comb. Category dl Dead load No DL II Live Load No LL sl Snow and Drift Load No SNOW wi Wind Load No WIND LC1 dI+II Yes LC2 dl+s1 Yes LC3 di+wl Yes LC4 dI+0.75H+0.75s1+0.75w1 Yes Load on nodes Condition Node FX FY FZ MX MY MZ [Lb] [Lb] [Lb] [Lb*ft] [Lb'ft] [Lb`1t] dl 1 0.00 -6.00 0.00 0.00 0.00 0.00 6 0.00 -6.00 0.00 0.00 0.00 0.00 II 1 0.00 -49.00 0.00 0.00 0.00 0.00 6 0.00 -49.00 0.00 0.00 0.00 0.00 sl 1 0.00 -115.00 0.00 0.00 0.00 0.00 6 0.00 -84.00 0.00 0.00 0.00 0.00 wI 1 47.00 59.00 0.00 0.00 0.00 0.00 6 47.00 59.00 0.00 0.00 0.00 0.00 Concentrated forces on members Condition Member Dir? Valuel Dist? % [Lb] [in] dl 2 Y -14.00 50.00 Yes II 2 Y -168.00 50.00 Yes sI 2 Y -332.00 50.00 Yes WI 2 2 257.00 50.00 Yes Analysis Results Reactions Forces(Lb] Moments ILb*ftl Node FX FY FZ MX MY MZ Condition LC1=d1+11 1 -230 292 0.00000 0.00000 0.00000 0.00000 2 230 0 0.00000 0.00000 0.00000 0.00000 Condition LC2=d1+s1 1 -415 557 0.00000 0.00000 0.00000 0.00000 2 415 0 0.00000 0.00000 0.00000 0.00000 Condition LC3=d1+wl 1 136 -293 0.00000 0.00000 0.00000 0.00000 2 -390 0 0.00000 0.00000 0.00000 0.00000 -M Condition LC4=d1+0.75I1+0.75s1+0.76w1 G 1 -356 384 0.00000 0.00000 0.00000 0.00000 2 165 0 0.00000 0.00000 0.00000 0.00000 NORDLING Proj.No.: 18-150 STRUCTURAL PACSTAR EXPANSION ‘:401s4 I CANOPY ENGINEERS, LLC PIKE AWNNG COMPANY 6775 SW 111th,Suite 200-Beaverton OR,97008 Date:MAY 2018 By:JHW Sheet No.:D5 Steel Code Check Report Summary-Group by member Load conditions to be Included In design: LC1=dl+ll LC2=dl+sl LC3=d1+wl LC4=d1+0.7511+0.75s1+0.75w1 _ Description Section Member Ctrl Eq. Ratio Status Reference Frame TA 1.0x 1.0x 16ga 1 `_.LC2 at 100.00% 0.17 OK (H1-1b) 2 LC2 at 50.00% 0.48 OK (H1-1b) 3 LC2 at 0.00% 0.14 OK (H1-1b) 4 LC3at0.00% 0.04 OK (H1-1b) 6 LC2 at0.00% 0.05 OK (H1-1b) 6 LC2 at 0.00% 0.02 OK (H1-1b) 7 ,LC2 at 100.00% 0.05 OK (H1-1b) 8 LC2 at 100.00% 0.16 OK (H1-1b) S LC2 at 0.00% 0.13 OK (H1-1b) 10 LC2 at 100.00% 0.21 OK (H1-1b) 11 :LC2 at 0.00% 0.06 OK (Sec.E) ) NORDLING Prof.No.: 18-150 PACSTAR EXPANSION STRUCTURAL CANOPY imp‘: ‘. , PIKE AWNING COMPANY ENGINEERS, LLC 6775 SW 111th,Suite 200•Beaverton OR.07005 Date:MAY 2018 By:JHW Sheet No.:D6 • OFFICE COPY CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved I OTC: I I Permit#: u pa° IP-00 ) 7,3 Address:. 2tasa.7E1 4-•"1\ Suite #: 13S j ,' - 1- Date: 6 - ) OFFICE COPY . . sPEQ1/1.. State of OreJon .3pecialty Code N., 0 Concrete and ReomAg Steel Bolts InstaikA Concrete 0 Special )sisting Concrete Frame O Reirqorcilw. Prestressing Steel Tendons Structure!Acc,:idirp. O High-Strer, Elcdng 0 Structuralsonry 1:3 '• 1M Concrete 0 Ins-:ating Fill 0 Spray App : i:-.Resistive Materials 0 Pilings,Drilled Piers and Caissons Shotcrete 0 Special Grading, Excavation and Filling 0 Smoke-Control Systems 0 Other Inspections