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Plans • . E .) r O r Cfl b A• g. o EMBASSY SUITES RECEIVED c) v) �n = y 2 H 9000 SW. WASHINGTON SQUARE RD. RECEIVED TIGARD, OR 97223 gu -> c a AUG 21 2013 n 0 o 'it b c 0 TAx ID # ISI26BCOI500 CITYOFTIGARD CI o c a �! TAX ACCT. # R235560 BUILDING DIVISION o CI a _ ' \ oc U) > • �' cn : I i t . I 1 fabric = Sunbrella • s #4600 Erin Green 8'0„ / / 8'0" Graphics = 11-1/2" tall color = white 4'5-3/4" size = 7 sq/ft. 0' „_„z• CROSSROADS - - 8'4" PARTIAL SOUTH ELEVATION SIDE VIEW lirTZTD DATE: 8/21/2013 PROJECT: DESCRIPTION: QTY: 7300 SW.LANDMARK LN. PORTLANDOR97232 BY: KEN SPEARING EMBASSY SUITES STYLE: P rH#(505) 624-5600 FABRIC: n(} II(�(�n Fx (50a) 968-5440 SHEET: I CROSSROADS FRAME: 1 IIIIII ken(�pikeawning.com SCAT F: I' O" = 48' O" WASHINGTON SQUARE POWDER COAT: 1 1 1 1 1 2" x 2" x 1/8" , sq. alum. tube • typ. all frame ; i 8'O" ,' / I 1 1 �omi� I - 41I , • i anchors - 3'6" I I 1/2' x 5" lag screws - _ intd wood blocking 2' 6" 1' 6" � see engineering \`d ).4."' 1 i 1 , f II 1 , f i / 8' 0" l' 1 , 1 1 1 1 1 1 8'4" 1 . . f = ca 1 1 1 I i , I i i1 4. 0' 4" _ 3" x3" x1/8" 1 sq. alum. tube typ. post FRONT ELEVATION SIDEVIEW (4) 3/8" anchors into concrete sidewalk see engineering DATE: 8/2I/20I3 PROJECT: DESCRIPTION: QTY: I k _ 7300 SW LANDMARK I.N. STYLE: FABRIC PORTLAND OR 97232 BY: DAN SPEARING IC C EMBASSY SUITES FABRIC: SUNB IC CA # 4601 PH#(503)624-5600�� Fx#(503)968-5440 SHEET: I 9000 SW WAHINGTON SQ. RD. FRAME: ALUMINUM TIGARD, OR dan(�pikeawninp.com SCALE: I' 0" = 48' 0" . 97223 POWDER COAT: aK-08 - BLACK SATIN ate► 1 411Z 11111 4 1 .� #y rLesslruuhIi Ab, , _ Sri'., I d S r . * . .„ ith . „ i r„,...„ ",►! I - _ 0 - , .1 jSquari r 11 S i VICINITY MAP r N 3 C EMBASSY SUITES i 9000 SW. WASH.Sa.RD. I TIGARD, OR 97223 i .44 A z - „...,..i............,.........„1,1 rr��� s • ix Y _. Q Proposed 1 -- _ _,«"� Awn i nq • I I 1 NORTH _ ( II I` SITE PLAN ik-: DATE: 8/21/2013 PROJECT: DESCRIPTION: QTY: 7300 SW.LANDMARK LN. STYLE PORTLAND OR 97232 BY: KEN SPEARING EMBASSY SUITES PII.[_[ FH#(503) 624-5600 FABRIC: �(�n(� I(j- Fx#(503) 968-5440 SHEET: I CROSSROADS FRAME: 111111 II kenapikeawning.com SCALE: 1' 0” = 48' 0" WASHINGTON SQUARE POWDER COAT: STRUCTURAL CALCULATIONS FOR EMBASSY SUITES 9000 SW WAHINGTON SQUARE RD TIGARD, OR 97223 -- FABRIC COVERED CANOPY -- oD PROice 12,187 O'EGON ✓0 ‘'e/4}, 7 5' '9%'' 64, E. NORM\\ EXPIRES: 12/31/ Ill Contents Summary 1 Details A-H 2-8 Canopy Calculations Cl -C3 Canopy Analysis D1 -D8 NORDLING Proj. No.: 13-285 r5( EMBASSY SUITES STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:AUG 2013 By:JHW Sheet No.: COVER SUMMARY FABRIC COVERED CANOPY DESIGN CRITERIA 2010 Oregon Structural Specialty Code Wind 95 MPN (3 sec gust) Exp B Snow Load: 25 psf + Drifting Snow Load (25 psi' minimum) Dead Load I psf Connections to wood blocking between existing metal studs. Front of canopy supported by columns bearing on existing slab on grade. There is one new 8'-0" x 8'-0" canopy. pi, 411111i,000- 4/ 411110P4 pill iIllte f - 'N 0.- -40e4r4 Ihi,p,,, 4, , 10, 110„,,„,... ,,,, 4 NORDLING Proj. No.: 13-285 r> EMBASSY SUITES STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,S"itc 200 Beaverton 012.97008 Date: AUG 2013 By:JHW Sheet No.: 1 (E) MTL STUD WALL L L L _L L L L L_, 0 739 0 0 0 0 —TA 2x2x1ie, TYP 0 0 0 w 0 ,3tp PROFFs f 8 c\C�\ N„ NE _ "/^ � 12,187 (�� 1p, hfi■ (,,„.....\ •REGON CANOPY PL AN �.,_. ,5NO 9' <4_1 ..." I# I EXPIRES: 12/31 / I NORDLING Proj. No.: 13-285 ti5C1 STRUCTURAL EMBASSY SUITES OP ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2013 By:JHW Sheet No.: 2 MTL STUD WALL . O 0 • 0 v O O __T__ �TA 2x2x1ra, TYP 8'-0' TA 3x3xlie 0 I INV— — ---i PROFF /o 12.187 / 1 OR GON A CANOPY SECTION ��6, NoRO, EXPIRES: 12/31/ I NORDLING Proj. No.: 13-285 SUITES STRUCTURAL EMBASSY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW I I1th,Suite 200•Beaverton oR.97008 Date: AUG 2013 By: JHW Sheet No.: 3 • TA 2x2x1i8, TYP 0 4'-0' 4'-0" CCANOC PY ELEVATION TA 2x2x"i8, TYP 0 • 0 w fi Q > C tv..ED PROFF c4 12,1: y k7A •REGON , rm CANOPY ELEVATION ✓0„,, 5NORO,,÷`' EXPIRES: 12/31/ NORDLING Proj. No.: 13-285 ili EMBASSY SUITES STRUCTURAL CANOPY ENGINEERS, LL PIKE AWNING COMPANY 6775 SW I1 lth.Suite 200 Beaverton OR.97008 Date: AUG 2013 By: JHW Sheet No.: 4 4'-0' 4'-0' _ ii b ' 1 II ll II II i I I I I i I = tI II II II - I I I I I I I TYP II II II II II It II II Iri II li i „ i-iI II II II i II II It II -I I- -II II- ! I- -� ai• L 11 - L__�v J L IN L_ J N. 1 Lil 0- ... _: TA 2x2x14. TYP TYP I�ED PROireir 1 187 ORE •N G CANOPY ELEVATION `'pyN � 15. \�a` N oRO� I EXPIRES:12/31/ NORDLING Proj. No.: 13-285 niC EMBASSY SUITES STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton Olt,97008 Date: AUG 2013 By: JHW Sheet No.: 5 (E) MTL STUDS BEYOND cL BRACKETS. I I et ANCHORS I IsTA 2x2 iuti.‘z i Moak I 1 "14 HEX HEAD TEK SCREW E ti I '41114 1" 1/2'4, x 5' LAG SCREW 4 1 I II MP 3/16 x 11/2' Z-BRACKET 4x BLOCKING W/ SIMPSON 'A35' TOP s ' I BOTTOM, EACH END. ATTACH EACH JJ r _ l 'A35' W/ (6) "8 SCREWS TO MTL STUD 4 (6) 8d NAILS TO BLOCK. 11 4x BLOCKING W/ SIMPSON 'A35' TOP I I BOTTOM, EACH END. ATTACH EACH 'A35' W/ (6) "8 SCREWS TO MTL STUD 4 il ! , C6) 8d NAILS TO BLOCK. ' ' Alibi 3�i6 x II%' Z-BRACKET rr MM Li 1i2'0 x 5' LAG SCREW E j Am ci CJ I i I' "14 HEX HEAD TEK SCREW I: Row , I--------J 1 TA 2x2 (E) MTL STUDS BEYOND OD PROire cv 12,187 y / OREGON / ✓O ✓G�y 1 5• g6 DETAIL ti,t, F_ No¢o,•ir I EXPIRES: 12/31/ i I 115 c NORDLING Proj. No.: 13-285 SUITES STRUCTURAL EMBASSY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton oR.97008 Date:AUG 2013 By:JHW Sheet No.: 6 fE 3'a x 4 x 0'-4' TA 2x2 CANOPY FRAME 1,8 , I � 41111. fE 3'a x 4 x 0'-4' 1 r M 11a' SLEEVE, FIT TIGHT TO INSIDE FACE OF TA 3x3 COLUMN J, 2 * 4 II II TA 3x3 COLUMN �Ep PRare �/ .� •14' —" 1 j i '/a' SLEEVE G I I "FFRss/o (2) a ( SCREWS �I I tv 12,1: TWO SIDES IL__._J1 1 r •REGON 110 ✓O ✓L� I 5, 9 � • Nog DETAIL titi I EXPIRES: 12/31 / r I NORDLING Proj. No.: 13-285 EMBASSY SUITES STRUCTURAL CANOPY VH ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton 05,97008 Date: AUG 2013 By: JHW Sheet No.: 7 J _ _ _ `J) 1 H — LJ LJ TA 3x3 `14 (4) 3' POWERS 'POWER-STUD•SD1' 1% (21/2' EMBED) (E) 4' 5.0.G. FE3/8x1x0.-T VERIFY iii •Is • W i:O:l i:htl PROFe /o 12.187 41, 1►i O' GON 11 DETAIL 15 90' F tiN E NORM'\ EXPIRES: 1 .2/31/ NORDLING Proj. No.: 13-285 l't1.115 STRUCTURAL EMBASSY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200 Beaverton Olt,97008 Date:AUG 2013 By:JHW Sheet No.: 8 CANOPY CRITERIA ALL MEMBERS TO BE: FABRIC CANOPY DESIGN REQUIREMENTS 2' x 2' x II' ALUMINUM TUBE LCI + WIND LOAD I x = 0.552 in4 LC2 - WIND LOAD Sx = 0.552 in3 LC4 SNOW 4 DRIFT SNOW = 10.5 par MEMBER CONNECTIONS TO BE: DRIFT L = 47 per DRIFT R = 15 per 10.5 per • 15 per • 25.5 per > 25 per MINIMUM. WELDED ALL AROUND ; 1 J STANDARD AWNING SIZE S+Drift j205 plr into plr I III o ryy, 259 plr (0. 40.6) 0) . .. , ` ,"r : 47 192 plr If 11 gyp' th 1 5 N - 10,0) e a 0 `f2 & 22L e r e a0 9 gy.p m e r s v 1305,10.6) 6, (14 4,6.6)4000111111.' • ;: (0,0)o e (94,0) i s I NORDLING Proj. No.: 13-285 SUITES STRUCTURAL EMBASSY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 0775 SW n im,Suite 200 13eaverton OR 07005 Date: AUG 2013 By:JHW Sheet No.: Cl • LOADING CRITERIA CONNECTIONS RI / R3 LC1 WIND V = 501 lbs DL = 1 psr x 2'-8' o/c = 3 pi' LC4 SNOW V - 1,950 Ibs W = 25.5 psr ASCE 1.05 WIND DESIGN - SHEET DI (4) 1/2"Lag Screws (2.5" Pentration) TALL 945 lbs = 25.5 psr x 2'-8' o/c = 68 pH' VALL 471 lbs LC1 = 0 + 501 (945X4) (471)(4) 3 plr DL I I = 0.266 < 1.33 SEE SHEET CI 0 1,950 SL I , I , 1 � I � i I � I , , A 1 1 [ 1 1 LC4 _ (945x4) + (471)(4) 65 plr = 1.036 < 1.15 WL I ' T II CONNECTIONS R2 LCI WIND V = 111 Ibs LC4 SNOW V = 351 lbs Rl _ R2 R3 1/2" Lag Screw(2.5" Pentration) TALL 945 lbs VALL 471 lbs LC1 LC2 LC4 RI -451 501 1,950 Les LC1 = 0 + 111 (945X1) (471)(1) R2 -100 111 351 Les R3 -451 501 1,950 LBS = 0.236 < 1.33 _ 0 357 R4/5 -508 551 1,561 LESS LC4 (945)(1) + (471)(1) = 0.758 < 1.15 NORDLING Proj. No.: 13-285 SUITES 1U STRUCTURAL EMBASSY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 0775 SW 111th,Suite 200•scavcrton 1+.97008 Date: AUG 2013 By: JHW Sheet No.: C2 L CONNECTIONS R4 / R5 LC1 WIND V = -508 lbs LC4 SNOW V = 1,56 1 lbs • TA 3.0 x 3.0 x 0.125 Constants Member col col b 3.000 in nu 1.95 Load Case LC1 LC4 d 3.000 in ny 1.65 Dist to J [ft] 8.00 8.00 t 0.125 in na 1.2 Axial [Lb] 508 -1561 A 1.438 in 2 Bc 27.64 V22 [Lb] 0 0 . Av 0.750 m z Dc 0.14 M33 [Lb*ft] 0 0 . Ix 1.984 in 4 Cc 78.38 V33 [Lb] 0 0 . Sx 1.323 m 3 Bs 17.63 M22 [Lb'ft] 0 0 rx 1.175 in Ds 0.07 ly 1.984 in4 Cs 98.14 fb 33 psi 0 0 Sy 1.323 in3 fb 22 psi 0 0 ry 1.175 in Fv 8,485 psi fv psi 0 0 _ .1 3.968 in4 Ft 15.385 psi fa psi 0 1,086 ft psi 353 0 6063-T6 165 pcf Fb33 psi 12,129 12,129 Ftu 30 ksi 1.65 Of Fb22 psi 12,129 12,129 Fty 25 ksi Fa psi 7,656 7.656 . Fcy 25 ksi Fsu 19 ksi Fb&Fa Eq 4.1.1-1 0.00 0.14 Fsy 14 ksi Fb&Fa Eq 4.1.1-2 0.00 0.14 . E 10,100 ksi Ft& Fb Eg4.1.2-1 0.02 0.00 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.00 0.14 kc 1.12 Type 2 DL = 508 lbs F, = 999 psf -ok- I 4' 1' 4' 1'-3' 9BP = 1501 lbs / (15' x 15') = 999 per -ok- NORDLING Proj. No.: 13-285 015( STRUCTURAL EMBASSY CAN OP ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton 09.97008 Date:AUG 2013 By:JHW Sheet No.: C3 ASCE 7.05 Wind Force Standard Components and Cladding-Method 2 Wind Speed : 95 mph Exposure : B Importance(1w): 1.00 Structure Type : Building-Components &Cladding Building Type: Enclosed Building Topographic Feature Height(h): 80 ft Homogeneous Height of Hill(h) 0 et qi, : 18.21 psf Crest Length(Lh) 0 ft G Cp : 1.4 corner zone Crest to Structure Dist(x) 0 ft External Pressure: 25.5 psf Kd: 0.85 Kt : 0.00 GCpi: +0.18 K2 : 0.00 Kit: 1.00 K3 : 0.00 Snow Drift Analysis OSSC 08-01,May 7 2008 Snow Loads L upper 100'-0" Ground Snow Load 15 psf L lower 8'-0" Roof Snow Load 10.5 psf Drift Type Lower Structure W 11.85 ft Upper Roof Pitch 0 / 12 Seperation Distance 0 Height Hr(hc+hb) 65'-0" Drift Surcharge Only Considered When Drift Surcharge Applies ? hc/hb>0.2(hc=hr-hb)[(hr-hb)/hb>0.2] = 97.74 Yes a , hd=(0.43(Lu^(1/3))* ((Pg+ 10)1'(1/4))- 1.5)* ((20-S)/20) 2.96 ft hb=Pf/y 0.66 ft. y =0.13Pg+ 14.0<=30 pcf 15.95 pcf SUMMARY Surcharge Load due to Drifting Pd 47 psf Drift Load at Lower Roof Edge 15 psf NORDLING Proj. No.: 13-285 115( STRUCTURAL EMBASSY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton oft,97008 Date:AUG 2013 By:JHW Sheet No.: D1 • Geometry data Nodes Node X Y Z Rigid Floor [in] [in] [in] 1 0.00 40.60 0.00 0 • 2 31.00 32.50 0.00 0 3 63.00 24.30 0.00 0 4 94.00 16.20 0.00 0 5 0.00 0.00 0.00 0 6 31.00 0.00 0.00 0 7 63.00 0.00 0.00 0 8 94.00 0.00 0.00 0 9 0.00 0.00 94.00 0 10 0.00 40.60 94.00 0 11 31.00 0.00 94.00 0 12 31.00 32.50 94.00 0 13 63.00 0.00 94.00 0 14 63.00 24.30 94.00 0 15 94.00 0.00 94.00 0 16 94.00 16.20 94.00 0 17 0.00 40.60 47.00 0 18 31.00 32.50 47.00 0 19 63.00 24.30 47.00 0 20 94.00 16.20 47.00 0 21 94.00 0.00 47.00 0 22 0.00 52.60 47.00 0 23 31.00 44.50 47.00 0 24 63.00 36.30 47.00 0 25 94.00 28.20 47.00 0 26 94.00 22.80 14.40 0 27 94.00 26.80 30.50 0 28 94.00 26.80 63.50 0 29 94.00 22.80 79.60 0 30 63.00 30.90 14.40 0 31 63.00 34.90 30.50 0 32 63.00 34.90 63.50 0 33 63.00 30.90 79.60 0 34 31.00 39.10 14.40 0 35 31.00 43.10 30.50 0 36 31.00 43.10 63.50 0 37 31.00 39.10 79.60 0 38 0.00 47.20 14.40 0 39 0.00 51.20 30.50 0 40 0.00 51.20 63.50 0 41 0.00 47.20 79.60 0 Restraints Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 8 0 1 0 0 0 0 10 0 1 0 0 0 0 15 0 1 0 0 0 0 17 1 1 0 0 0 0 NORDLING Proj. No.: 13-285 115 v. STRUCTURAL EMBASSY COPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW i 1 lth.Suite 200•Beaverton OR,97008 Date: AUG 2013 By: JHW Sheet No.: D2 Geometry data Members Member NJ NK Description Section Material dO dL Ig factor [in] [in] 1 1 2 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 • 2 2 3 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 3 3 4 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 4 5 6 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 5 6 7 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 6 7 8 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 7 5 1 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 8 6 2 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 9 7 3 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 10 8 4 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 11 9 10 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 12 11 12 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 13 13 14 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 14 15 16 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 15 10 12 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 16 12 14 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 17 14 16 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 18 9 11 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 19 11 13 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 20 13 15 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 21 10 17 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 22 12 18 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 23 14 19 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 24 16 20 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 25 15 21 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 26 17 1 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 27 18 2 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 28 19 3 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 • 29 20 4 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 30 21 8 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 31 17 18 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 • 32 18 19 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 33 19 20 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 34 20 21 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 35 10 41 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 36 41 40 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 37 40 22 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 38 22 39 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 39 39 38 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 40 38 1 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 41 12 37 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 42 37 36 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 43 36 23 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 44 23 35 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 45 35 34 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 46 34 2 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 47 14 33 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 48 33 32 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 49 32 24 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 50 24 31 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 NORDLING Proj. No.: 13-285 STRUCTURAL EMBASSY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW tltm.Suite 200 Beaverton OR.97008 Date: AUG 2013 By: JHW Sheet No.: D3 . Geometry data Members Member NJ NK Description Section Material dO dL Ig factor [in] [in] 51 31 30 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 • 52 30 3 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 53 16 29 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 54 29 28 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 55 28 25 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 56 25 27 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 57 27 26 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 58 26 4 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 59 22 17 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 60 23 18 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 61 24 19 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 62 25 20 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 63 22 23 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 64 23 24 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 65 24 25 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 66 10 11 Web TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 67 11 14 Web TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 68 14 15 Web TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 69 1 6 Web TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 70 6 3 Web TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 71 3 8 Web TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 Load data Distributed force on members + Condition Member Dirt Vail Va12 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [in] [in] dl 35 Y -3.00 -3.00 0.00 No 100.00 Yes 36 Y -3.00 -3.00 0.00 No 100.00 Yes 37 Y -3.00 -3.00 0.00 No 100.00 Yes 38 Y -3.00 -3.00 0.00 No 100.00 Yes 39 Y -3.00 -3.00 0.00 No 100.00 Yes 40 Y -3.00 -3.00 0.00 No 100.00 Yes 41 Y -3.00 -3.00 0.00 No 100.00 Yes 42 Y -3.00 -3.00 0.00 No 100.00 Yes 43 Y -3.00 -3.00 0.00 No 100.00 Yes 44 Y -3.00 -3.00 0.00 No 100.00 Yes 45 Y -3.00 -3.00 0.00 No 100.00 Yes 46 Y -3.00 -3.00 0.00 No 100.00 Yes 47 Y -3.00 -3.00 0.00 No 100.00 Yes 48 Y -3.00 -3.00 0.00 No 100.00 Yes 49 Y -3.00 -3.00 0.00 No 100.00 Yes 50 Y -3.00 -3.00 0.00 No 100.00 Yes 51 Y -3.00 -3.00 0.00 No 100.00 Yes 52 Y -3.00 -3.00 0.00 No 100.00 Yes 53 Y -3.00 -3.00 0.00 No 100.00 Yes 54 Y -3.00 -3.00 0.00 No 100.00 Yes 55 Y -3.00 -3.00 0.00 No 100.00 Yes 56 Y -3.00 -3.00 0.00 No 100.00 Yes 57 Y -3.00 -3.00 0.00 No 100.00 Yes 58 Y -3.00 -3.00 0.00 No 100.00 Yes 1 • NORDLING Proj. No.: 13-285 EMBASSY SUITES n1 STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 5775 SW 111th.Swtc 200 Beaverton OR,97008 Date: AUG 2013 By: JHW Sheet No.: D4 1 Load data Distributed force on members Condition Member Dirt Vail Va12 Dist' % Dist2 % [Lb/ft] [Lb/ft] [in] [in] wl 35 2 68.00 68.00 0.00 No 100.00 Yes 36 2 68.00 68.00 0.00 No 100.00 Yes 37 2 68.00 68.00 0.00 No 100.00 Yes 38 2 68.00 68.00 0.00 No 100.00 Yes 39 2 68.00 68.00 0.00 No 100.00 Yes 40 2 68.00 68.00 0.00 No 100.00 Yes 41 2 68.00 68.00 0.00 No 100.00 Yes 42 2 68.00 68.00 0.00 No 100.00 Yes 43 2 68.00 68.00 0.00 No 100.00 Yes 44 2 68.00 68.00 0.00 No 100.00 Yes 45 2 68.00 68.00 0.00 No 100.00 Yes 46 2 68.00 68.00 0.00 No 100.00 Yes 47 2 68.00 68.00 0.00 No 100.00 Yes 48 2 68.00 68.00 0.00 No 100.00 Yes 49 2 68.00 68.00 0.00 No 100.00 Yes 50 2 68.00 68.00 0.00 No 100.00 Yes 51 2 68.00 68.00 0.00 No 100.00 Yes 52 2 68.00 68.00 0.00 No 100.00 Yes 53 2 68.00 68.00 0.00 No 100.00 Yes 54 2 68.00 68.00 0.00 No 100.00 Yes 55 2 68.00 68.00 0.00 No 100.00 Yes 56 2 68.00 68.00 0.00 No 100.00 Yes 57 2 68.00 68.00 0.00 No 100.00 Yes 58 2 68.00 68.00 0.00 No 100.00 Yes sl 35 Y -205.00 -205.00 0.00 No 100.00 Yes 36 Y -205.00 -205.00 0.00 No 100.00 Yes 37 Y -205.00 -205.00 0.00 No 100.00 Yes " 38 Y -205.00 -205.00 0.00 No 100.00 Yes 39 Y -205.00 -205.00 0.00 No 100.00 Yes 40 Y -205.00 -205.00 0.00 No 100.00 Yes 41 Y -336.00 -336.00 0.00 No 100.00 Yes 42 Y -336.00 -336.00 0.00 No 100.00 Yes 43 Y -336.00 -336.00 0.00 No 100.00 Yes 44 Y -336.00 -336.00 0.00 No 100.00 Yes 45 Y -336.00 -336.00 0.00 No 100.00 Yes 46 Y -336.00 -336.00 0.00 No 100.00 Yes 47 Y -259.00 -259.00 0.00 No 100.00 Yes 48 Y -259.00 -259.00 0.00 No 100.00 Yes 49 Y -259.00 -259.00 0.00 No 100.00 Yes 50 Y -259.00 -259.00 0.00 No 100.00 Yes 51 Y -259.00 -259.00 0.00 No 100.00 Yes 52 Y -259.00 -259.00 0.00 No 100.00 Yes 53 Y -92.00 -92.00 0.00 No 100.00 Yes 54 Y -92.00 -92.00 0.00 No 100.00 Yes 55 Y -92.00 -92.00 0.00 No 100.00 Yes 56 Y -92.00 -92.00 0.00 No 100.00 Yes 57 Y -92.00 -92.00 0.00 No 100.00 Yes 58 Y -92.00 -92.00 0.00 No 100.00 Yes • NORDLING Proj. No.: 13-285 t/1 ( STRUCTURAL EMBASSY COPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200 Beaverton os,07008 Date: AUG 2013 By:JEW Sheet No.: D5 i i Y . Analysis Results Reactions Forces fLbl Moments fLb*ft1 ' Node FX FY FZ MX MY MZ Condition LC1=dI+wl 1 0.00000 -457 0.00000 0.00000 0.00000 0.00000 17 0.00000 -100 0.00000 0.00000 0.00000 0.00000 10 0.00000 -457 0.00000 0.00000 0.00000 0.00000 8 0.00000 -508 0.00000 0.00000 0.00000 0.00000 15 0.00000 -508 0.00000 0.00000 0.00000 0.00000 Condition LC2=dl-wl 1 0.00000 501 0.00000 0.00000 0.00000 0.00000 17 0.00000 111 0.00000 0.00000 0.00000 0.00000 10 0.00000 501 0.00000 0.00000 0.00000 0.00000 8 0.00000 557 0.00000 0.00000 0.00000 0.00000 15 0.00000 557 0.00000 0.00000 0.00000 0.00000 Condition LC4=dl+sl 1 0.00000 1950 0.00000 0.00000 0.00000 0.00000 17 0.00000 357 0.00000 0.00000 0.00000 0.00000 10 0.00000 1950 0.00000 0.00000 0.00000 0.00000 8 0.00000 1561 0.00000 0.00000 0.00000 0.00000 15 0.00000 1561 0.00000 0.00000 0.00000 0.00000 Load conditions to be included in design: _ LC1=d1+wl LC2=dl-wl LC4=dl+sl Description Section Member Ctrl Eq. Ratio Status Reference Blocking TA 1.5 x 1.5 x 0.125 32 LC4 at 0.00% 0.00 OK (Sec.E) Frame 27 LC4 at 0.00% 0.57 OK (H1-1a) Rafter 45 LC4 at 100.00% 0.72 OK (H1-1a) Web 71 LC4 at 0.00% 0.47 OK (H1-1a) NORDLING Proj. No.: 13-285 EMBASSY SUITES STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 1775 SW t t 1th,Suite 200•Beaverton OR.97008 Date: AUG 2013 By: JEW Sheet No.: D6 i MEMBER 45 * Plane 1-2 Plane 1-3 Condition Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station [in] [Lb] [Lb] [Lb*ft] [Lb] [Lb`ft] [Lb*ft] LC4=d I+s I 0% 0.000 -2662 190 -21 0.000 0.000 0.000 43% 7.051 -2710 -2 33 0.000 0.000 0.000 100% 16.589 -2775 -264 -72 0.000 0.000 0.000 TA 2.0 x 2.0 x 0.125 Constants 1 Member 45 45 45 b 2.000 in nu 1.95 Load Case LC4 LC4 LC4 d 2.000 in ny 1.65' Dist to J [ft] 4.17 4.17 4.17 t 0.125 in na 1.2 Axial [Lb] -2662 -2710 -2775 . A 0.938 in z Bc 27.64 V22 [Lb] 190 -2 -264 Av 0.500 in Dc 0.14 M33 [Lb*ft] 21 -33 -72 . lx 0.552 in 4 Cc 78.38 V33 [Lb] 0 0 0 . Sx 0.552 m 3 Bs 17.63 M22 [Lb*ft] 0 0 0 rx 0.767 in Ds 0.07 Iy 0.552 in4 Cs 98.14 fb 33 psi 457 718 1.566 Sy 0.552 in3 fb 22 psi 0 0 0 ry 0.767 in Fv 8,485 psi fv psi 203 2 282 J 1.104 in4 Ft 15.385 psi fa psi 2,839 2,891 2,960 ft psi 0 0 0 6063-T6 165 pcf Fb33 psi 12,665 12,665 12,665 Ftu 30 ksi 1.07 plf Fb22 psi 12,665 12,665 12,665 Fty 25 ksi Fa psi 9,340 9,340 9340 Fey 25 ksi Fsu 19 ksi Fb&Fa Eq 4.1.1-1 0.34 0.37 0.46 Fsy 14 ksi Fb&Fa Eq 4.1.1-2 0.34 0.37 0.44 E 10,100 ksi Ft& Fb Eq 4.1.2-1 0.04 0.06 0.12 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.31 0.31 0.33 kc 1.12 Type 2 • NORDLING Proj. No.: 13-285 itit STRUCTURAL EMBASSY CASUITES ENGINEERS, LLC PIKE AWNING COMPANY i775 SW 111th,Suite 200•Beaverton OR.97008 Date:AUG 2013 By:JHW Sheet No.:D7 L {-4 . LAG SCREW CAPACITIES(PER 2005 NDS) Lag Screw Main Member Side Member Size 1/2" 0 Member 4x6 Member 3/16" Steel Plate Diameter 0.5 Species DF-L#2 VGDL Species Steel A36 Penetration 2.5" Load Angle 90° Load Angle 0° Fyb 45,000 Thickness 3.5 Thickness 0.1875 #in Row (1) Width 5.5 Width 12 Spacing in Row 24" E 1,600,000 E 29,000,000 Row Spacing 6" Fe 11 5,600 Fe II 87,000 Re 0.04 Fe_L 3,158 Fe_i_ 0 Rt 13.33 Fe`m 3,158 Fe+s 87,000 4 1.25 k3 12.95 Spacing Distance End Distance MininumP minimum 2.00" minimum I I 3.50" critical 4.00" minimum_L 2.00" min 2.00" Row Spacing red 0.63 minimum I I 0.75' Edge Distance minimum L 0.75" 1/D 0.38 minimum 0.75" W'= 945 Ilbs Adjustment Factors Z'_ 471 IIzs Co 1.00 Live Yeild Mode CM 1.00 Dry Mode Is (11.3-2) Z= 1,631 lbs G 1.00 T<=100° Mode III, (8.3-5) Z= 471 lbs C8 1.00 Group Action Mode IV (11.3-6) Z= 598 lbs Co 1.00 Distance&Spacing ■ NORDLING Proj. No.: 13-285 41,1 (f, EMBASSY SUITES STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:AUG 2013 By:JHW Sheet No.: D8