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/ ;/ J � J O ( SOLUTIONS YES Z 1 8300 SW HUNZIKER RD. TIGARD, OR. 97223 1 1 0 COFFINS ST / 7-- new awning 13.* A‘v /... ,, z' ,' \\\\ r \ Iev /3/ -,., (', , 61(//v 0R ST <> f /> I71 -� NORTH 77 J DATE: 7/14/2017 PROJECT: DESCRIPTION: QTY: I P• 7300 SW LANDMARK LN. ■,k PORTLAND OR97232 BY: DAN SPEARING SOLUTIONS YES STYLE: STEEL AWNING 1 *cczc PH#(503) 624-5600 8300 SW HUNZIKER RD. ROOF: 26 GA. ROOFING = 100 FT Px#(503)968-5440 SHEET: I FRAME: STEEL J ' dan�}piksawning.cbm SCALE: TIGARD, OR. 97223 POWDER COAT: BENGAL SILVER / FRONT VIEW 4 tilt up concrete wall 2.5 steel clevis ,-- 3/4" steel rod _ 22ga. galv. steel ;' r detal rib roofing ° 4'0" ' 4'0" ° C8 x 11.5 ti ' %' _ _ 4 \ steel channel ---► 0' 8" ° .•a ---- ----sem- 0'8" perimeter `°" ° 4'O" I' Q, i ' v e° 10' 8-1/4" 10' 8-1/4" ' v LI , . , ,., v _ , . 16'2" i SIDE VIEW 16'1" / interior frame L JL JL `, 2" x 2" x 16 ga. -------;----- steel tube -----► 4'O" PLAN VIEW .=1- 4' 1-3/8" 1 3' 11-1/8" l 3' 11-1/8" 4'1-3/8" -f-, _L L -4 L .1- -t it-- ^I I- H! -I- 1 ttc / DATE: 6/28/2017 PROJECT: DESCRIPTION: QTY: I `\ • 7300 SW.LANDMARK LN. ,� . STYLE: STEEL AWNING PORTLAND OR 97232 BY: DAN SPEARING SOLUTIONS YES IA II:Z=c_ PNk(503)624-5600 SHEET: 8300 SW HUNZIKER RD. ROOF: 26 GA. ROOFING Px#(503)968-5440 FRAME: STEEL \ • danapikeawnIng.com SCALE: I' 0" = 48' 0" TIGARD, OR. 97223 POWDER COAT: BENGAL SILVER STRUCTURAL CALCULATIONS FOR SOLUTIONS YES 8300 SW HUNZIKER RD TIGARD, OR 97223 -- CANOPY -- 440 PROP v ,„GiNE .. .1•.,,, .., c, . , .,- 7:- .:- — 12,187 Te .:, V. ''''+- 1 EG°N Cr Bo:i'z.i. :: • , ,• vo '5' El sp64.:;, )- El Fiztire,o,z-;z::: • .-::,c'g 01 1-6°'CKNAPIRES 12/31/18 I ‘ I I 0 1-iip-s:=;•,,,_ 1 I ,... L._...i st, oral,-„,-- I ' Eli ral frisulativ",Con:;, , ! , ., IL) Spray App:ied F. 1 1 1 r-- _ Contents 1..._1 'w),.;ii.-;r7J,":a Summary 1 Details A-F 2-5 i0 Canopy Calculations Cl -C6 Canopy Analysis D1 -D2 i '7•.:; ,:.-:,,,,,: !:.,-., t):;!:4.4%3_ , , , . . , .„ „,, _ I L'-----------INORDLING -----' Proj. No.: 17-187 k STRUCTURAL 4 4. %T. ENGINEERS, LLC SOLUTIONS YES CANOPY PIKE AWNING COMPANY Date:JUL 2017 By:.111W Sheet No.:COVER 6775 SW 111th.Suite 200•Beaverton OR,97008 SUMMARY STEEL CANC2PY DESIGN CRITERIA 2014 Oregon Structural Specialty Code Dead Load 2 psf + member self weight Live Load: 15 psf Snow Load: 20 psf + Drifting Snow Load (20 per minimum) PER SNOW LOAD ANALYSIS FOR OREGON(THIRD EDITION)DECEMBER 2001 STATEWIDE ALTERNATE METWOD No.OSSC 08-01 - ISSUED MAY 1,2005 Wind 120 MPI-4 (3 sec gust, vuLT) Exp 13 Connections to existing concrete wall. There is one new 4'-0" x 16'-1" 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 A30-i unless noted otherwise. E1 ROOF DECK UNiTS, PROVIDE CONFIGURATIONS AS MANUFACTURED BY ASC STEEL DECK AS FOLLOWS: I. "Delta Rib III", 26 gauge, 36" wide, 34" deep. 11. Attach to support members with +6 x 1/2" galv screws at 12" o/c. At parallel supports, space screws at 12" o/c maximum. Button punch side seams 012" o/c. Q2 CSx115 PERIMETER FRAMING �3 1-155 2 x 2 x 0.125 INTERIOR FRAMING. ® 1.155 2 x 2 x 16ga INTERIOR FRAMING. NORDLING Proj. No.: 17-187 STRUCTURAL SOLUTIONS YES CANOPY ® ENGINEERS, LLC PIKE AWNING COMPANY 0775 SW 111th.Suite 200•Beaverton OR,97008 Date:JUL 2017 By:JHW Sheet No.: 1 • CONCRETE WALL 111 e Oir © _ 13 3'-51/2' 4'-1' 4'-1' 3'-51/2' A „ 16'-1' if A CANOPY PLAN aI o 0 . . o 0 0 0 0 • ft0 PRO,Fs�i ' v 7 OREGON.,. CANOPY ELEVATION � ,:\E Noao I EXPIRES:12/31/18 i , PRIVIIIrlain NORDLING Proj. No.: 17-187 STRUCTURAL CANOPY SOLUTIONS YES '‘ 4:.014) -:' ® ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 11 itn,Suite 200•Beaverton OR.97008 Date:JUL 2017 By:JHW Sheet No.:2 f 4 r,;, , 0 ] -= * = ,1 : ! 34I THREADED ROD in i = ,.--(E) CONCRETE WALL 0 0 It- 1 1 � I1 - _ zo D all • 13 0 __J 41-0a A t PROP�C�� i 12,18 'ii CANOPY SECTION r, OREGON / 0 vpyHG� , �p�\aC� ' EXPIRES:12/31/18 ' NORDLING Proj. No.: 17-187 STRUCTURAL CANOPY YES CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite Z00.Beaverton OR.97008 Date:JUL 2017 By:JHW Sheet No.:3 1-7-7--"'-'7----71,4„----(E) CONCRETE WALL .. . 1i'I i • • � ' . : .� fE N8 x 3 x 0'43' IE I/2 x 3x0'-3' (2) 2 . POWERS win'POWER-SOLT46DI' (4' EMBED) 4' CLEVIS i WO ROD W/ THR'D ENDS -1=--=- + ' - DO NOT CUT (E) REINFORCING, ADJUST ANCHOR LOCATIONS AS REQUIRED, TYPICAL. ID DETAIL • ,r—(E) CONCRETE WALL II Ji' 13 I wMON•1111.1111Mill 13 iseart 111E,H, II i 0 1:ti.._ TYP bk 2268 I/8 / 2e8 _moo i e .�j I 1 © © B 'POWER- OLDi'---� 0 (4' EMBED) L.:_-_-,..,.•., ...:,..i PROF 5�� ass ONG�Nfe , LI 111 ‘' Ii / TYP 12,187 ' , s PLAN J OREGON 0 . v0 oG�,- 15, '9s- DETAIL. '94, 0 F. NW) 1 EXPIRES:12/31/18 4 NORDLING Proj. No.: 17-187 SOLUTIONS YES STRUCTURAL CANOPY ® ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR 97008 Date:JUL 2017 By:JHW Sheet No.:4 • IP \X\D 'ifi i, m 0 0 cti -is 0 si ill O a a 4' 4'-O' `st 0 0 0 '111 METAL DECKING O © DL 2.0p, 11- _ SL 1 PSF + DRIFT > 20 par in LL 15.0 PSF to. 15.4 PSF 0 0 DRIFT °/:::les 4).96 SNOW 1 , n d 4-i' 3.4' 0 ASC STEEL DECK 'S-36', 20 gauge -..` SINGLE SPAN a 3'-6' 0 ALLOWABLE UNIFORM TOTAL LOADS w 41 pSF > 45 psf M,x ASD srss cn el© 0 w 46 peF > 45 per M,4x Ln40 DEFLECTION R 4 pie 3 pit . -- - -- ' DL14 SL SI pie 58 pit u 30 pie 25 pie 0 WL. -31 pIf-28 pie NORDLING Proj. No.: 17-187 4 4. 01. * 5 STRUCTURAL SOLUTIONS YES CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 5775 SW 111th.Suite 200•Beaverton OR,97008 Date:JUL 2017 By:JHW Sheet No.:Cl illDECK SUPPORT - REAR CO DECK SUPPORT - FRONT • W DL 4 pir W DL 3 plf LL 30 plf LL 25 plf SL SI plf SL 58 plr WL -31 pir uL -28 plf W W 111111 11111) 111111 111111 A A A A A A A A A A 33' ; 4b' J. 4.6' 1 33' l i 33' J 4k' 4L. 4k' 1, 33' 15'85' 15185' TA 2.0 x 2.0 x 16ga TA 2.0 x 2.0 x 16ga R1 R2 R3 R4 R5 R1 R2 R3 R4 R5 RDL 7 18 21 18 7 RDL 6 14 16 14 6 LL 50 119 138 119 50 LL 41 99 115 99 41 Si, 134 320 373 320 134 SL 96 229 267 229 96 WL -61 -146 -170 -146 -61 WL -46 -111 -129 -111 -46 A500 Grade B fy V M Self Wt A500 Gude B fy V M Self Wt lbs ft-lbs 0.52 plf lbs ft-lbs 0.52 plf D+S 79 91 D+S 66 75 D+L 197 226 D+L 141 163 D+W 75 86 D+W 56 65 D+3/.L+%/,SW4W 138 159 D+;/,L-P/.S+%W 103 118 fv 0.9 < 18.4 ksi fv 0.6 < 18.4 ksi fb 9.3 < 27.6 ksi fb 6.7 < 27.6 ksi S1 S2 S3 S4 S1 S2 53 S4 ❑DL 0.00 -0.01 -0.01 0.00 A DL 0.00 0.00 0.00 0.00 ❑ LL -0.01 -0.04 -0.04 -0.01 A LL -0.01 -0.03 -0.03 -0.01 L/+999 L/+999 L/+999 1/+999 L/+999 L/+999 L/+999 L/+999 ❑sL -0.03 -0.10 -0.10 -0.03 A sL -0.02 -0.07 -0.07 -0.02 11+999 L/573 L/573 L/+999 L/+999 I./801 1/801 L/+999 0 wL 0.01 0.04 0.04 0.01 A wL 0.01 0.03 0.03 0.01 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 0 D+L -0.01 -0.04 -0.04 -0.01 A D+L -0.01 -0.03 -0.03 -0.01 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 1/+999 0 D+s -0.03 -0.10 -0.10 -0.03 A D+S -0.02 -0.07 -0.07 -0.02 L/+999 L/543 L/543 L/+999 L/+999 L/755 L/755 L/+999 D+W 0.01 0.04 0.04 0.01 A D+w 0.01 0.03 0.03 0.01 L/p�+999 L/+999 L/+999 L/+999 L/+999 11+999 L/+999 L/+999 D+3A L+%S+3%4 W D-PA L+3/4 S'W4 W ❑m -0.02 -0.07 -0.07 -0.02 A n. -0.01 -0.05 -0.05 -0.01 L/+999 L/774 L/774 1/+999 L/+999 L/+999 L/+999 L/+999 NORDLING Proj. No.: 17-187 W STRUCTURAL SOLUTIONS YES ® CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 0773 SW 111th,Suite 200•Beaverton DR.97005 Date:JUL 2017 By:JHW Sheet No.: C2 4 TRANSVERSE BEAM © TRANSVERSE BEAM • P DL 18 lbs P DL 14 lbs P DL 21 lbs P DL 16 lbs LL 11S lbs LL BS [be, LL 138 lbs LL 115 lbs BL 320 lbs sL 22S lbs 81. 313 lbs el- 261 lbs UL-146 lbs UL -111 lbs till-110 lbs Wt. -12S lbs 9 fi a sl 4'-0' I 41-0' X TA2.0x2.Ox16ga TA 2.0x2.Ox16ga R1 R2 R1 R2 RDL 19 15 RDL 22 17 LL 120 98 LL 139 114 sL 319 230 SL 372 268 WL -146 -111 WL -170 -129 A500 Grade B fy V M Self Wt A500 Grade B fy V M Self Wt lbs ft-lbs 0.52 plf lbs ft-lbs 0.52 plf D+S 139 37 D+S 161 43 D+L 338 84 D+L 394 98 D+w 127 32 D+W 148 37 D+3/.L+'/.S+'/.W 239 60 D+74 L+3%S+3/4 W 277 70 fv 1.5 < 18.4 ksi fv 1.8 < 18.4 ksi fb 3.5 < 27.6 ksi fb 4.0 < 27.6 ksi S1 Si ADL 0.00 ADL 0.00 A LL -0.01 ALL -0.01 L/+999 L/+999 A SL -0.03 A SL -0.04 L/+999 L/+999 A WL 0.01 AWL 0.02 L/+999 L/+999 A D+L -0.01 A D+L -0.02 L/+999 L/+999 A D+S -0.03 A D+S -0.04 L/+999 1./+999 A D+w 0.01 A D+W 0.01 L/+999 L/+999 D+3/e L+'/.&+'A W D+'/.L+V..S+'/.W A n -0.02 A it -0.03 L/+999 L I+999 NORDLING Proj. No.:. 17-187 STRUCTURAL SOLUTIONSNo Y 14 ‘5.... ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUL 2017 By:JHW Sheet No.:C3 6 EDGE CHANNEL co FRONT CHANNEL • P4 DL 15 lb. P5 DL 11 lb. PE, DL 29 lb. LL 9S Ibis LL 114 lb. LL 41 ib. sL 230 lb* sL 268 lb. Si. 96 b. UL -Ill lb. UL -129 lb. UL -46 lb. P DL 1 ib. PDL 6 ib. LL 50lb. 1-L s j !b. O O O O O sel. 13434 ]b. 13L 96 ib. ]b UL -61 . JUL46u. ( I j } 1 0 e "�' 6',1, 3.0' 1 92' J. 3.0h i.6. 4'-0' 16'-1' C8x113 08x11.5 RI. R2 R1 R2 R3 R4 R5 R6 RDL 30 29 RDL 0 29 116 116 29 0 LL 50 41 LL 0 13 183 183 13 0 SL 134 96 SL 0 29 431 431 29 0 WL -61 -46 A36 V M Self wt WL 0 -14 -208 -208 -14 0 lbs ft_lbs 11.50 plf A36 V M Self Wt D+S 80 38 lbs ft-lbs 11.50 plf D+L 164 57 D+S 181 234 D+W 34 10 D+L 352 445 D+'i L+34 SW.W 122 48 D+W 88 100 D-P/�L+%Si-'h W 265 337 fv 0.1 < 14.4 ksi fb 0.1 < 23.8 ksi fv 0.2 < 14.4 ksi fb 0.7 < 23.8 ksi Si ADL 0.00 A LL 0.00 Si S2 S3 S4 S5 L/+999 A DL 0.00 0.00 0.00 0.00 0.00 SL 0.00 A LL 0.00 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 A WL 0.00 A SL 0.00 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 A D+L 0.00 A wL 0.00 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 LI+999 L/+999 D+S 0.00 A D+L 0.00 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 L/+999 L/+999 o D+w 0.00 A D+S 0.00 0.00 0.00 0.00 0.00 L/+999 D+%L+%S+%W L/+999 L/+999 L/+999 L/+999 1/+999 A o.00 a D+W 0.00 0.00 0.00 0.00 0.00 LI+999 L/+999 L/+999 L/+999 L/+999 L/+999 D+'/4 L+'/,S+'/<W A Tt. 0.00 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 L/+999 NORDLING Proj. No.: 17-187 STRUCTURAL SOLUTIONS YES _ �. .-' CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:JUL 2017 By:JHW Sheet No.: C4 S SACK CHANNEL 4:, HANGER RDD P4 DL 19 km Ps DL 22 b. P6 DL 30 lbs LL 120 ms LL 139 kms LL 50 lbs p et. 319 lbs et_ 312 lbs ea. 134 lbs x U.-146 lbs WL-110 lbs IL -61 lbs c•; 00 0 RD4 430 lbs i j 1 �D 1,4 -132 • 35' J. 4.6' 1, 46' . 3.5' l 16'-1' Fx Ds 310 lb. 'S D+w -95 lbs O C8x11.5 ■n �� ill R1 R2 R3 R4 R5 eMsou P7 D+8 299 lbs RDL 45 71 76 71 45 D'w -92 lbs P6 D•e 251 lbs LL 50 120 139 120 50 Dew -94 lbs SL 134 319 372 319 134 WL -61 -146 -170 -146 -61 A36 V M Self Wt T 430 lbs Grade A36 lbs ft-lbs 11.50 plf C 132 lbs Fy 36.0 ksi D+S 188 21 L 63" Fu 58.0 ksi D+L 421 21 K 1.0 E 29,000 ksi D+W 121 21 Cc 126 ksi D+3h0 L+3h S+%4 W 305 21 Rod 0 in 1/2" 5/8" 3/4" 7/8" fv 0.2 < 14.4 ksi Ft ksi 19.1 19.1 19.1 19.1 fb 0.0 < 23.8 ksi Fa ksi 0.6 0.9 1.3 1.8 S1 S2 S3 S4 A DL 0.00 0.00 0.00 0.00 Rod Area in 0.196 0.307 0.442 0.601 A LL 0.00 0.00 0.00 0.00 r in 0.125 0.156 0.188 0.219 L/+999 L/+999 14+999 L/+999 KUr 504 403 336 288 A SL 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 ft ksi 2.2 1.4 1.0 0.7 A WL 0.00 0.00 0.00 0.00 fa ksi 0.7 0.4 0.3 0.2 L/+999 L/+999 L/+999 L/+999 ng ok ok ok A D+L 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 A D+S 0.00 0.00 0.00 0.00 L/+999 L/+999 14+999 L/4999 A D+W 0.00 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 D+%L+%S+%W A n.. 0.00 0.00 0.00 0.00 L/+999 L/+999 1.1+999 L/+999 NORDLING Proj. No.: 17-187 g111; 4 STRUCTURAL SOLUTIONS YES CANOPY ® ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:JUL 2017 By:JHW Sheet No.: C5 i. 10 TOP CONNECTOIN 0 TOP CONNECTOIN .5' v---- Fx Dos 310 Ibs I� 0411 -.. _ lbs ■ T D.s 251 lbs/bolt DO -15 Dos/bolt CVS .s, ,, _ 146 D48 251 lbs D+W -54 lbs V D+s 150 lb./bolt D+W -46 Ibs/bolt 1/2"0 Powers "Power-Bolt+SDJ"(31/2"Embedment) 1/2"0 Powers "Power-Bolt+SD1"(3 1/2"Embedment) TALL 1,071 lbs Edge 81/2 in TALL 1,071 lbs Edge 81/2 in VALL 1,049 lbs End 71/4 in VALL 1,049 lbs End 71/4 in 0 46 95 94 LCI = +1* 1,071 1* 1,049 LCI 1* 1,071 + 1* 1,049 = 0.044 < 1.00 = 0.178 < 1.00 1C4 = 251 + 150 L.C4 = 0 + 251 1* 1,071 I* 1,049 I* 1,071 1* 1,049 = 0.377 < 1.15 = 0.239 < 1.15 NORDLING Proj. No.: 17-187 STRUCTURAL SOLUTIONS YES 4 CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:JUL 2017 By:.HW Sheet No.: C6 o DeltaRiblil ASC .. Delta BUILDING PRODUCTS A BlueScope Steel Company The DuraTech®xl Coating System ASC Building Products has ,,it' l� \\, enhanced the performance of its T steel panels with the DuraTech itikitiiitellk t Ill \ \ \\ \llti xl Coating system. All standard � 00 � � ��colors have been formulated with '4j ® cool pigments to help reduce the T r1r1 4 36'Coverage demand for energy. I ; I 3/,' Delta Rib III Allowable Load(psi) Span(f.-in.) Gauge Span Cond. 2-0 2-6 3-0 3-6 4-0 4-6 5-0 SS f 94 60 42 30 23 18 15 0120 94 60 42 30 23 16 11 29 DS f 105 67 47 34 26 20 16 0120 105 67 47 34 26 20 16 TS f 132 84 58 43 33 26 21 0120 132 84 58 43 33 26 19 SSf 144 92 64 47 36 28 23 L/120 144 92 64 —47131 22 16 26 DS f 140 89 62 45 35 27 22 U120 140 89 62 45 35 27 22 TS f 175 112 77 57 43 34 28 U120 175 112 77 57 43 34 25 Delta Rib Ill Section Properties Nt. S+ LOADING TABLE LEGEND Gauge , 1+ S- 1- f-Load limited byflexural bending stress (Ibslft=) (in/Pt) (in-'ft) fin//t) (in'fft) en9 L-Span(Inches) 29 0.6156 0.0158 0.0113 0.0176 0.0087 U120-Load limited by a deflection of 1/120 of the span 26 0.7998 0.0240 0.0153 0.0234 0.0120 4ALLOWABLE LOAD TABLE NOTES: SS-Single span o • Top values based on allowable stress.Bottom values based on allowable deflection of 0120. DS-Double span a O I • Steel conforms to ASTM A792(Lncalume)or ASTM A653 with 80,000 psi minimum yield and ASTM A653(Galvanized)with 80,000 psi minimum yield. • Tables are for positive loading only. TS-Triple span e o ' © I ■ Values are based on the American iron and Steel Institute(ASO Cold Forted Steel Design Manual(2007 Edition). OIL CANNING Specifications subject to change without notice. All flat metal surfaces can display waviness commonly referred to as"oil canning". "Oil canning"is an inherent characteristic of steel products,not a defect,and therefore is not a cause for panel rejection. Salem,OR Phone:800-272-7023 Fax:800-404-7443 Spokane. VW-, Phone:800-776-8771 Fax: 800-767-1346 www.ascbp.com Dl 5 2011 ASC Ptddes.inc.—A BlueScope Steel Company.Al rights reserved.August 2011 WEB (PS213) i ASCE 7-10 Wind Force Standard Components and Cladding 4 Wind Speed : 120 mph Exposure: B Structure Type: Building-Components&Cladding Building Type: Enclosed Building Topographic Feature Height(h): 30 ft Homogeneous Height of Hill(h) 0 ft Kz: 0.701 Crest Length(Ln) 0 ft qh: 21.95 psf Crest to Structure Dist(x) 0 ft GCp: 1.4 corner zone Ka: 0.85 Ki : 0.00 External Pressure: 30.7 psf-LRFD GCp;: ±0.18 K2 : 0.00 18.4 psf-ASD Kit: 1.00 1C3 : 0.00 SEA Snow Loading 8300 SW Hunziker St,Tigard,OR 97223 Lat: 45°25'44.21"N Snow Load: 10.0 psf Long: 122°45'45.98" W Elevation: 206.0 ft Snow Drift Analysis Snow Loads L upper 85'-0" Ground Snow Load 10.0 psf L lower 4'-0" Roof Snow Load 7 psf Drift Type Lower Structure W 9.99 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>0.21 = 20.86 Yes hd=(0.43(Lu^(1/3))*((Pg+10)^(1/4))-1.5)*((20-S)/20) 2.50: ft hb=Pf/y 0.46 ft. y =0.13Pg+14.0<=30 pcf 15.3 pcf SUMMARY I Surcharge Load due to Drifting Pd 38 psf Drift Load at Lower RoofEdge 23 psf NORDLI5NG Pro;. No.: 17-187 4 STRUCTURAL SOLUTIONS YES _ CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:JUL 2017 By:JHW Sheet No.:D2