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Plans ' r + ) • posts connected to horizontal arms with "U" brackets "U" brackets are slippered into the posts to allow them to be cut to height on site B'3" ' 1-1/2" aluminunm frame - 11'O" . I wood stud wall over double door 2' canopy attached with 4" lag bolts and z clips =- m _�-, • 'S t esCAtb 0) e.A COVERED WITH ', 2 p p 2" aluminum post if possible. SUNBRELLA FABRIC N! if not, 3" is fine 0 lei 1 in .0111•11111 11111 NI Ill INNS ball __- ,_ ___ RECEIVE') 4 en n d • ,^ SEP 1 0 2014 0 $ ! -- -_ CITY(*TIGARID = BUILDING DIVISION k-)T...--' II. ,► ^ I. 1 , I 1_ i _� post anchored into ground slab and stair concrete if needed 1l`Il��linn' DATE: 9/10/2014 7300SW.LANDMARKLN. II PROJECT: DESCRIPTION: QTY: pike PORTLAND OR 97232 BY: ANDY SPEARING GRACE POINT COMMUNITY CHURCH STYLE: PH#(50S) 624-5600 I = Fn#(503) 968-5440 SHEET: 1175 SW GAARDE ST FABRIC: 111111 I I I andy@pikeawning.com I FRAME: _- 9• SCALE: I O" 32' O" TIGARD, OR 97224 pnwnFR rnnT• x ; , ,...P. ' NORTH . ■ new canopy e xi _ A D pa tprC(:)vriecid°1130c-PIGain'nijiig Initials: 11075 sw GAARDE ST TIGARD, OR 97224 . 1 , 1 w , o , > > , . x 0 , SW 1 1 0 T H AVE M 0 H 1 [i r..ir.I Tci• i -D•ATE 9/10/2014 PROJECT:7300 SVLANDMARK LN. -p ike - PORTLAND OR 97232 BY: ANDY SPEARING GRACE POINT COMMUNITY CHURCH pH#(503) 624-5600 - - , SHEET: 1 1075 SW GAARDE ST .1 1 . ,. Fx#(503) 968-5440 ill 111 Illil andy©pikeawning.corn SCALE: I 0" = 384' °TIGARD, OR 9722Z+ ., pike N 1 N O C O 1111111 I roltmothip 4(ii. )iam1x91 • Call or Visit Our Showroom . 503-624-5600 FAX(503)968-5440 ^- - 1-800-866-9172 _ �--_-- �.._. www.pikeawning.com 7300 SW Landmark Ln. — Portland,OR 97224 �... .,,,, Project . w Grace Point Community Church 4 '4:~ Date 8/6/14 y L 'f „ Salesman Ken•..n „may ...,,,.,r. ....,e "` - .. �: ,4- Description: b 09% . . 5 : Entry awing , :—- .M/t1� ►' with posts ;F ° _ iiir �- �• � � - Fabric&Color: i i , 1 Sunbrella a� Charcoal Tweed w ';1,1,,e,'",-: \ . •p .. ,. Font,size, &color Approved Date �� �� �----- -----------------' -- -'---'-'--- -- --�-------' �� �----� ----------- --------�---------_-�_-�m�-_°'__-_ -_ ____ __ , , ' " / ^'' � ° ~-_ . --. �_ -____ �~__'- - _'_ _ --- -----~_- __-- _- ___~--_ ' _-__ ' _ ~ / � �� fr�n�e ���ohed b» vvo�d mtud vv�U w�th �o|ipa _--' --� � �� �� �� ��� ���h �� �me ��� �� � �� � � - ����� �--- --4' -'^� . +, '1 �---------- ------'-�--- ' � | | ! � | | | / / ' / � � / ' / / / . � � � � � _ _ ��- _-__ . _-- _-'-_--' � __-�-_-_-__, ---_' --___ . evor r � � ! � / / | | | _ '__ �J [_-� __ ____] -_____--L_______--_�|-. ' . _-_ - ____-_-. �� -_---_--_ �� ' '___'--� � _ -_- _- ' r ^ / � �---_� . vvk�h ofoonorete mt�ins �~^ ' O��r�� e/m/zo/� P�o��c�' 7uonaxxL�womK�mnum� ' os�cm/pr/ow� or,. . po�Tu\mo�ae7n3u � av� �wu' s�s�p/ws R�cs po|wT com�uw|T� c�u��� ar'�s' �-^'^^ ^~ "=,on"/ ^��'o^"u ��� �� ] � ~,��^o^� v*o'n++v ���s�T� | O75 �VV ����DE ST r�o�/c� � � | ' ' {/� �| ||/ ' =om �Sc/��s' /' o' ~ ,�' �o^�,/s�eo OR �722� ���ms� ' - - ' ~ |' ' | pnvvnp� r"^r RECEIVED SEP 10 2014 STRUCTURAL CALCULATIQ'' OFTIGARD NG DIVISION • FOR GRACE POINT COMMUNITY CHURCH 11075 SW GAARDE ST TIGARD, OR 97224 -- FABRIC COVERED CANOPY -- PROFF /o tks 2.187 1 OR--ON 0 15. yN F. NOR3- EXPIRES:12/31/ ] r� Contents Summary 1 Details A-K 2-8 Canopy Calculations Cl -C3 Canopy Analysis D1 -DIG NORDLING Proj. No.: 14-321 145 GRACE POINT COMMUNITY CHURCH STRUCTURAL AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:AUG 2014 By:111W Sheet No.:COVER • . ... . . . _ SUMMARY FABRIC COVERED CANOPY DESIGN CRITERIA .20.14.Oregon Structural_Spec is Ity Code .... ....... ........ . .. ........ ... .... wind . .120]MPH.(3 sec.gust,.v..jLT) ..Exp. B Snow Load: ..20.psf:.i Driftinq.Snow Load.(.20 ps.r.minimum) . .• F'ER SNOW LOAD ANALYSIS F'bR OREGON(TWIT s EDITION)DECEMBER 2001 STATEWIDE ALTERNATE METHOD No.OSSC 05-0 - ISSUED.MAY 1,2005 : Dead Load 1 psr • Connections to existing.wood stud wa II.and.concrete.slab.on.grade.. .... . .. .. There is one new.8'-.0 x.I1.`-0.".canopy. TA = Aluminum Tube (6063-T6) - NORDLING Proj. No.: 14-321 STRUCTURAL GRACE POINT COMMUNITY CHURCH �fl . AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OIL 97008 Date: AUG 2014 By:JHW Sheet No.: I 8'-3' 2'-9" 2'-9' 2'-9' 2 -9 1 I iI 0 • I II -1, ej. . .... • ,., ,. •,. II my . .. ,.,. . .: • . . i.._. :.: .,I 0 0 0 0 0 /.• „: „ 6 _ iI i II -i II -. I II 0 i i II • II �TA1.5x1.5x0.125,il I Q TYP, UN.O. III •' 1 III l__ Ili ���p PROFF /o cv 12, f ,, ii 1REGON 0 �� ✓��y 1 5. ,96 A CANOPY PLAN - FFRAMINCG titi NoRO,� . I EXPIRES: 12/31/ NORDLING Proj. No.: 14-321 Ikl\ Cr STRUCTURAL GRACE POINT COMMUNITY AWI`TING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2014 By:JHW Sheet No.: 2 -i : , ! 11 ......!: I ,--- 11 ,. X11 O - ; , . . TA2x2x0.25 • II n ■ T 1 I , 'I I I I 1 1 1 111 1 1 Xi I I I A 1 1 1 1 I • . _ 1 I _L_ 0 __J ,, II (E) CONCRETE STAIRS- TA2x2x0.25 0 r 'll __ ,_ 1__ ilk_ ���D PRarej,fiN 12,1; t)/ I 7/ . OREGON #4,„, . .,,,,..,0 CANOPY PLAN - FOUNDATION ✓ ° `° G S <�ti'4, F NOO, . I EXPIRES: 12/31/ NORDLING Proj. No.: 14-321 Irl\ ' GRACE POINT COMMUNITY CHURCH STRUCTURAL AWNING I ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200 Beaverton OR,97008 Date: AUG 2014 By:JHW Sheet No.: 3 TA 1.5 x1.5, TYP 1- ll • \ GeV<TYP c0 � i 8'-0' C ELEVATION TA1.5x1.5, TYP TYP w — — r 8 0' L '0 PROFe sf�o 12,18 ,, OREGON L AUJN INCA PLAN °titi F SNORO,�,C8 I EXPIRES: 12/31/ I NORDLING Proj. No.: 14-321 GRACE POINT COMMUNITY CHURCH yil5c STRUCTURAL AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW I th,Suite 200•Beaverton OR,97008 Date: AUG 2014 By: JHW Sheet No.:4 SEE O I i/' _ ... 0 0 . TA 2x2 COLUMN—., TA 2x2 COLUMN _ GONG 5TEP5 i 0 0 1 � (E) S.O.G. ~ _ `3tPPROie �\ 1 FR /f 12,1 � 9 • REGON / SECT IOM ✓OA,; '9a ' ® ,5 F. NORO ( EXPIRES: 12/31/ l 7 1 NORDLING Proj. No.: 14-321 n ( S TRUCTURAL GRACE POINT COMMUNITY AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2014 By: JHW Sheet No.: 5 • -----_- — = _= � 1�. n �� 1J------ -'__-------- r--- -----i-r----- II � n} 1 • , II III il` , II : I II II II I- _ 1 I — — (E) HEADER 1 1 — — — II _ II it II II II , I I I I II 1.1-----L1L-i— — — — --V- — — _[JL------_LL ELEVATION 2'-9" 2'-9' 2'-9" 2'-9" 1 ------TA1.5x1.5, TYP TYP i8 ��� PROFF ,, �, fig 4 lr ,RE O A ELEVATION .oyN°<r ,S. ,9e� . Col--) • NORD I EXPIRES: 12/31/ ( I NORDLING Proj. No.: 14-321 1/16:4(il: STRUCTURAL GRACE POINT COMMUNITY CHURCH AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:AUG 2014 By:JHW Sheet No.: 6 TA 1.5 x 1.5 FRAME � 1 .,' i i I. 1' I. 1. 1111F-71111111 0.1815 'U' L_i III (2) 1/4'0 M. BOLTS or Op (2) 14'0 SELF TAPPING ii8 V Co SCREWS EACH SIDE. l' N TA 1.5 x 1.5 x 0.125 c (2) 14'0 M. BOLTS or — (2) 1/4'4, SELF TAPPING irw I SCREWS EACH SIDE. TA COLUMN 00 DETAIL TA COLUMN T L 5 x 3 x 0.25 x 0'-8' - I7' 2i' NI 2 ' 1i' (6063-T6) (2) POWERS 'POWER-STUD-SDI+' it I ..' (3' ■ z..:,,,::- a' EMBED) `! 1 (3) SIDES II n 3/16 ' 1 (E) S.O.G. �-L.--� I 1W rn, tc..,0 PROFe /D (2) POWERS 'POWER-STUD-SDI+' �2, . / (21/2' EMBED) . OREG• DETAIL G GO y� . NoR 1 . I EXPIRES:12/31/ NORDLING Proj. No.: 14-321 US C STRUCTURAL GRACE POINT COMMUNITY AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2014 By: JHW Sheet No.: 7 I I (E) 2x WALL et (E) 2x WALL STUD--_,j BRACKET et ANCHORS 1 I TA 1.5 x 1.5 � � I j i MT "14 HEX HEAD r-:o E �_;4.y ■ r ;. TEK SCREW saa aeaa:...=C - "—N. -— I $ 348'4, x 4' LAG SCREW —`. t i I 3/16' x I' Z-BRACKET I I I (I) EACH SIDE OF CENTER OF CANOPY, I I SEE ELEVATION (F). III N ' I • li ! i (E) HEADER, VERIFY . ` ' . TA 1.5x1.5 i r II11I1 g, 't1O1ii$838Qaaa8an Qail■I I __ _ I ��3ie'4, x 5' LAG SCREWS, (5) TOTAL. I (I) EACH END AT 4 FULL HEIGHT 2x TRIM STUDS. I ' (1) EACH END AT (E) HEADER. 1 (I) AT CENTER OF (E) HEADER. SEE ELEVATION (F). . ' I / ' j i �---- -�� i E PROF / 1181 ' il . OREGOA I/ DETAIL. v o <Y ,5. ■ �� �C in, . NORM\'\ EXPIRES: 12/31/ I NORDLING Proj. No.: 14-321 GRACE POINT COMMUNITY CHURCH STRUCTURAL AWNING Ito Wz __J ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2014 By:JHW Sheet No.: 8 AWNING CRITERIA ALL MEMBERS TO BE: FABRIC AWNING DESIGN REQUIREMENTS 11/2" x.11/2' x 1/s" ALUMINUM TUBE LCI + WIND.LOAD I x = 0.215 in4 LC2 - WIND LOAD 5x = 0.291 in3. LC4 SNOW 4 DRIFT t MEMBER CONNECTIONS TO BE: WELDED ALL AROUND STANDARD AWNING SIZE w ?‘ )u -'a i h Y o (0,6. ) I 9 (945.6.5) (0.0)10 o 12 (94.3.0) rij V io 5 2'-9" i 2'-9' I 2'-9' 2I-9. 0 11'- ' { i NORDLING Proj. No.: 14-321 • STRUCTURAL GRACE POINT COMMUNITY CHURCH W PIKE AWNING COMPANY 1 �� -•.- -�� ENGINEERS, LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2014 By:JHW Sheet No.: Cl I o O LOADING CRITERIA I DL I par x :::SCE 'd°°°°°:dg41111P*"Il .18 4. par 1.05 WIND DESIGN - SNEE7 DJ 18.4.par x . . 51 plf SNOW m 1:.. .par 43 L Ili .DRIFT L = 24 per DRIFT R z 3....per.. Z X 20.par MINIMUM ROOF SNOW.LOAD LC I.. . .....L.C2 LC4 1m' 20 OIFMIN 00 .Fx...101 122 213 Ibs --- ------- . F 243 216 409 lbs I : j 0 F...0 0 0 Ibs. ° FY 14 11 31 lbs 00 FR...249 .... 285 351 Ibs. Fi- -501 569 683 lbs 1 fi I i R 41 pir 10 or 51.ptr 55pir... .28 ptr NORDLING Proj. No.: 14-321 STRUCTURAL GRACE POINT COMMUNITY AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200 Beaverton OR,97008 Date: AUG 2014 By:JEW Sheet No.:C2 CONNECTIONS PDnu 565 be 00 D•9 $83 lbs L G I T 40 u25 g— � V • 3001b* LG4....mot....T...•...40 be... • V = 461 11,. TA 24, SEE D10- 3/8"Lag Screw(2.2"Pentratien) TALL 671 lbs "' VALL 464 lbs 61 40 300 LCI _ (671x1) + (464)(1) = 0.706 < 1.33 - 40 461 LC4 = X+ (464)(1) Paau 501 1b5 = 1.052 < 1.15 (2)3/8"O Powers "Power-Bolt+SD1"(3 1/2"Embedment) TAU 954 lbs Edge 61/2 in VALL 635 lbs End 3 3/4 in LATERAL DESIGN i cl = 0 + 500 2*954 2*635 E: 0.195 • 1 per • 8'-c2:)" = 2 plf WIND CONTROLS = 0.394 < 1.00 W: 12.2 per • 2 -0' 25 plf _ l ANCHOR TO SIDE OF (E).CONCRETE. . STAIRS W/ (2) 3400 ANCHORS 40 lbs 0 c0 lbs V: 215 lbs 1I'-0' NORDLING Proj. No.: 14-321 n1 STRUCTURAL GRACE POINT COMMUNITY AWNING _ ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:AUG 2014 By:JHW_ Sheet No.: C3 ASCE 7-10 Wind Force Standard Components and Cladding Wind Speed: 120 1. 4ph 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(L,) 0 ft qh: 21.95 psf Crest to Structure Dist(x) 0 ft G Cp: 1.4 corner zone Ka: 0.85 KI : 0.00 External Pressure: 30.7 psf-LRFD GCpi: ±0.18 K2 : 0.00 18.4 psf-ASD Ku : 1.00 K3 : 0.00 SEA Snow Loading 11075 SW Garde St,Tigard,OR 97223 Lat: 45°25'8.31"N Snow Load: 10.0 psf Long: 122°47'27.35" W Elevation: 275.0 ft Snow Drift Analysis Snow Loads L upper 75'-0" Ground Snow Load 10.0 psf L lower 11'-0" Roof Snow Load 7 psf Drift Type Lower Structure W 12.34 ft Upper Roof Pitch 0 / 12 Seperation Distance 0 Height Hr(hc+hb) 2'-0" Drift Surcharge Only Considered When Drift Surcharge Applies ? hc/hb>02(hc=hr-hb)[(hr-hb)/hb>0.2] = 3.37 Yes hd=(0.43(Lu^(1/3))*((Pg+10)`(1/4))-1.5)*((20-S)/20) 1.54 ft hb=Pf/y 0.46 ft. y =0.13Pg+14.0<=30 pcf 15.3 pcf SUMMARY Surcharge Load due to Drifting Pd 24 psf Drift Load at Lower Roof Edge 3 psf • NORDLING Proj. No.: 14-321 l[t71---1 --er STRUCTURAL GRACE POINT COMMUNITY CHURCH ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW I1Ith,Suite 200•Beaverton OR,97008 Date:AUG 2014 By:JHW Sheet No.:D1 • Geometry data Nodes Node X Y Z Rigid Floor [in] [n] [in] 1 _____ M___�--0.00 ____--6.50 ___ 0 2 10.50 13.40 0.00 0 3 22.20 18.40 0.00 0 4 34.60 21.50 0.00 0 ` 5 47.30 22.50 0.00 0 = 6 59.50 21.50 0.00 0 7 72.30 18.40 0.00 0 8 84.00 13.40 0.00 0 • 9 94.50 6.50 0.00 0 10 0.00 0.00 0.00 0 11 47.30 6.50 0.00 0 12 94.50 0.00 0.00 0 13 47.30 6.50 33.00 0 14 47.30 22.50 33.00 0 15 0.00 6.50 33.00 0 16 10.50 13.40 33.00 0 17 22.20 18.40 33.00 0 18 34.60 21.50 33.00 0 19 94.50 6.50 33.00 0 20 84.00 13.40 33.00 0 21 72.30 18.40 33.00 0 22 59.50 21.50 33.00 0 23 0.00 0.00 33.00 0 24 94.50 0.00 33.00 0 25 47.30 6.50 66.00 0 26 47.30 22.50 66.00 0 27 0.00 6.50 66.00 0 28 10.50 13.40 66.00 0 29 22.20 18.40 66.00 0 30 34.60 21.50 66.00 0 31 94.50 6.50 66.00 0 32 84.00 13.40 66.00 0 • 33 72.30 18.40 66.00 0 34 59.50 21.50 66.00 0 35 0.00 0.00 66.00 0 36 94.50 0.00 66.00 0 - 37 47.30 6.50 99.00 0 38 47.30 22.50 99.00 0 39 0.00 6.50 99.00 0 40 10.50 13.40 99.00 0 41 22.20 18.40 99.00 0 42 34.60 21.50 99.00 0 43 94.50 6.50 99.00 0 44 84.00 13.40 99.00 0 45 72.30 18.40 99.00 0 46 59.50 21.50 99.00 0 47 0.00 0.00 99.00 0 48 94.50 0.00 99.00 0 49 47.30 0.00 132.00 0 50 47.30 22.50 132.00 0 51 0.00 6.50 132.00 0 52 10.50 13.40 132.00 0 53 22.20 18.40 132.00 0 54 34.60 21.50 132.00 0 55 94.50 6.50 132.00 0 56 84.00 13.40 132.00 0 57 72.30 18.40 132.00 0 58 59.50 21.50 132.00 0 59 0.00 0.00 132.00 0 60 94.50 0.00 132.00 0 NORDLING Proj. No.: 14-321 GRACE POINT COMMUNITY CHURCH 11\j ‘f STRUCTURAL AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2014 By:JHW Sheet No.: D2 Geometry data Restraints Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 5 1 1 1 0 0 0 9 1 1 1 0 0 0 39 1 1 0 0 0 0 43 1 1 0 0 0 0 Members • Member NJ NK Description Section Material dO dL Ig factor [in] [in] 1 1 2 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 2 2 3 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 3 3 4 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 4 4 5 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 5 9 8 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 6 8 7 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 7 7 6 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 8 6 5 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 9 10 1 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 10 12 9 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 11 1 11 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 12 9 11 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 13 11 5 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 14 13 14 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 15 15 16 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 16 16 17 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 17 17 18 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 18 18 14 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 19 19 20 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 20 20 21 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 21 21 22 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 22 22 14 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 23 23 15 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 24 24 19 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 25 15 13 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 26 19 13 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 27 25 26 Frame TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 28 27 28 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 29 28 29 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 30 29 30 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 31 30 26 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 32 31 32 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 33 32 33 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 34 33 34 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 35 34 26 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 36 35 27 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 37 36 31 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 38 27 25 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 39 31 25 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 40 37 38 Frame TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 41 39 40 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 42 40 41 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 43 41 42 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 44 42 38 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 45 43 44 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 46 44 45 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 47 45 46 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 48 46 38 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 49 47 39 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 50 48 43 Frame TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 i - NORDLING Proj. No.: 14-321 I GRACE POINT COMMUNITY CHURCH STRUCTURAL AWNING I ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:AUG 2014 By: JHW Sheet No.: D3 Geometry data Members Member NJ NK Description Section Material dO dL Ig factor [in] in] 51 39 37 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 52 43 37 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 53 49 50 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 54 51 52 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 55 52 53 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 56 53 54 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 57 54 50 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 r 58 55 56 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 59 56 57 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 60 57 58 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 61 58 50 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 62 59 51 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 63 60 55 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 64 59 49 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 65 60 49 Frame TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 66 1 15 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 67 15 27 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 68 27 39 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 69 39 51 Horiz TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 70 10 23 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 71 23 35 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 72 35 47 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 73 47 59 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 74 9 19 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 75 19 31 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 76 31 43 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 77 43 55 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 78 12 24 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 79 24 36 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 80 36 48 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 81 48 60 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 82 5 14 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 • 83 14 26 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 84 26 38 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 85 38 50 Blocking TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 ( NORDLING Proj. No.: 14-321 GRACE POINT COMMUNITY CHURCH lik (1( STRUCTURAL AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2014 By:JHW Sheet No.: D4 Load data Load conditions Condition Description Comb. Category dl Dead load No DL wl Wind Load No WIND sl Snow and Drift Load No SNOW LC1 dl+wl Yes ` LC2 dl-wl Yes LC4 dl+sl Yes e Distributed force on members Condition Member Dirt Vail Va12 Dist' % Dist2 % [Lb/ft] [Lb/ft] [in] [in] dl 1 Y -1.50 -1.50 0.00 No 100.00 Yes 2 Y -1.50 -1.50 0.00 No 100.00 Yes 3 Y -1.50 -1.50 0.00 No 100.00 Yes 4 Y -1.50 -1.50 0.00 No 100.00 Yes 5 Y -1.50 -1.50 0.00 No 100.00 Yes 6 Y -1.50 -1.50 0.00 No 100.00 Yes 7 Y -1.50 -1.50 0.00 No 100.00 Yes 8 Y -1.50 -1.50 0.00 No 100.00 Yes 15 Y -3.00 -3.00 0.00 No 100.00 Yes 16 Y -3.00 -3.00 0.00 No 100.00 Yes 17 Y -3.00 -3.00 0.00 No 100.00 Yes 18 Y -3.00 -3.00 0.00 No 100.00 Yes 19 Y -3.00 -3.00 0.00 No 100.00 Yes 20 Y -3.00 -3.00 0.00 No 100.00 Yes 21 Y -3.00 -3.00 0.00 No 100.00 Yes 22 Y -3.00 -3.00 0.00 No 100.00 Yes 28 Y -3.00 -3.00 0.00 No 100.00 Yes 29 Y -3.00 -3.00 0.00 No 100.00 Yes 30 Y -3.00 -3.00 0.00 No 100.00 Yes 31 Y -3.00 -3.00 0.00 No 100.00 Yes 32 Y -3.00 -3.00 0.00 No 100.00 Yes • 33 Y -3.00 -3.00 0.00 No 100.00 Yes 34 Y -3.00 -3.00 0.00 No 100.00 Yes 35 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 54 Y -1.50 -1.50 0.00 No 100.00 Yes 55 V -1.50 -1.50 0.00 No 100.00 Yes 56 Y -1.50 -1.50 0.00 No 100.00 Yes 57 Y -1.50 -1.50 0.00 No 100.00 Yes 58 Y -1.50 -1.50 0.00 No 100.00 Yes 59 Y -1.50 -1.50 0.00 No 100.00 Yes 60 Y -1.50 -1.50 0.00 No 100.00 Yes 61 Y -1.50 -1.50 0.00 No 100.00 Yes • NORDLING Proj. No.: 14-321 GRACE POINT COMMUNITY CHURCH n STRUCTURAL AWNING jENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2014 By:JHW Sheet No.: D5 Distributed force on members Condition Member Dirt Vail Val2 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [n] [in] " w l 1 2 25.50 25.50 0.00 No 100.00 Yes 2 2 25.50 25.50 0.00 No 100.00 Yes 3 2 25.50 25.50 0.00 No 100.00 Yes 4 2 25.50 25.50 0.00 No 100.00 Yes 5 2 25.50 25.50 0.00 No 100.00 Yes 6 2 25.50 25.50 0.00 No 100.00 Yes 7 2 25.50 25.50 0.00 No 100.00 Yes - 8 2 25.50 25.50 0.00 No 100.00 Yes 15 2 51.00 51.00 0.00 No 100.00 Yes 16 2 51.00 51.00 0.00 No 100.00 Yes 17 2 51.00 51.00 0.00 No 100.00 Yes 18 2 51.00 51.00 0.00 No 100.00 Yes 19 2 51.00 51.00 0.00 No 100.00 Yes 20 2 51.00 51.00 0.00 No 100.00 Yes 21 2 51.00 51.00 0.00 No 100.00 Yes 22 2 51.00 51.00 0.00 No 100.00 Yes 28 2 51.00 51.00 0.00 No 100.00 Yes 29 2 51.00 51.00 0.00 No 100.00 Yes 30 2 51.00 51.00 0.00 No 100.00 Yes 31 2 51.00 51.00 0.00 No 100.00 Yes 32 2 51.00 51.00 0.00 No 100.00 Yes 33 2 51.00 51.00 0.00 No 100.00 Yes 34 2 51.00 51.00 0.00 No 100.00 Yes 35 2 51.00 51.00 0.00 No 100.00 Yes 41 2 51.00 51.00 0.00 No 100.00 Yes 42 2 51.00 51.00 0.00 No 100.00 Yes 43 2 51.00 51.00 0.00 No 100.00 Yes 44 2 51.00 51.00 0.00 No 100.00 Yes 45 2 51.00 51.00 0.00 No 100.00 Yes 46 2 51.00 51.00 0.00 No 100.00 Yes 47 2 51.00 51.00 0.00 No 100.00 Yes 48 2 51.00 51.00 0.00 No 100.00 Yes 54 2 25.50 25.50 0.00 No 100.00 Yes 55 2 25.50 25.50 0.00 No 100.00 Yes • 56 2 25.50 25.50 0.00 No 100.00 Yes . 57 2 25.50 25.50 0.00 No 100.00 Yes 58 2 25.50 25.50 0.00 No 100.00 Yes 59 2 25.50 25.50 0.00 No 100.00 Yes • 60 2 25.50 25.50 0.00 No 100.00 Yes 61 2 25.50 25.50 0.00 No 100.00 Yes sl 1 Y -41.00 -41.00 0.00 No 100.00 Yes 2 Y -41.00 -41.00 0.00 No 100.00 Yes 3 Y -41.00 -41.00 0.00 No 100.00 Yes 4 Y -41.00 -41.00 0.00 No 100.00 Yes 5 Y -41.00 -41.00 0.00 No 100.00 Yes 6 Y -41.00 -41.00 0.00 No 100.00 Yes 7 Y -41.00 -41.00 0.00 No 100.00 Yes 8 Y -41.00 -41.00 0.00 No 100.00 Yes 15 Y -70.00 -70.00 0.00 No 100.00 Yes 16 Y -70.00 -70.00 0.00 No 100.00 Yes 17 Y -70.00 -70.00 0.00 No 100.00 Yes 18 Y -70.00 -70.00 0.00 No 100.00 Yes 19 Y -70.00 -70.00 0.00 No 100.00 Yes 20 Y -70.00 -70.00 0.00 No 100.00 Yes 21 Y -70.00 -70.00 0.00 No 100.00 Yes 22 Y -70.00 -70.00 0.00 No 100.00 Yes 28 Y -57'.00 -57.00 0.00 No 100.00 Yes 29 Y -57.00 -57.00 0.00 No 100.00 Yes 30 Y -57.00 -57.00 0.00 No 100.00 Yes 31 Y -57.00 -57.00 0.00 No 100.00 Yes 32 Y -57.00 -57.00 0.00 No 100.00 Yes 33 Y -57.00 -57.00 0.00 No 100.00 Yes 34 Y -57.00 -57.00 0.00 No 100.00 Yes 35 Y -57.00 -57.00 0.00 No 100.00 Yes NORDLING Proj. No.: 14-321 GRACE POINT COMMUNITY CHURCH STRUCTURAL AWNING -. Jat,, . ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton Olt.97008 Date: AUG 2014 By: JHW Sheet No.: D6 Distributed force on members Condition Member Dir1 Vail Va12 Dist1 % Dist2 [Lb/ft] [Lb/ft] [in] [in] ----- _____________________________________________ sI 41 Y -55.00 -55.00 0.00 No 100.00 Yes 42 Y -55.00 -55.00 0.00 No 100.00 Yes 43 Y -55.00 -55.00 0.00 No 100.00 Yes 44 Y -55.00 -55.00 0.00 No 100.00 Yes 45 Y -55.00 -55.00 0.00 No 100.00 Yes 46 Y -55.00 -55.00 0.00 No 100.00 Yes 47 Y -55.00 -55.00 0.00 No 100.00 Yes - 48 Y -55.00 -55.00 0.00 No 100.00 Yes 54 Y -28.00 -28.00 0.00 No 100.00 Yes 55 Y -28.00 -28.00 0.00 No 100.00 Yes • 56 Y -28.00 -28.00 0.00 No 100.00 Yes 57 Y -28.00 -28.00 0.00 No 100.00 Yes 58 Y -28.00 -28.00 0.00 No 100.00 Yes 59 Y -28.00 -28.00 0.00 No 100.00 Yes 60 Y -28.00 -28.00 0.00 No 100.00 Yes 61 Y -28.00 -28.00 0.00 No 100.00 Yes Analysis Results Reactions Forces ILbl Moments fLb*ftl Node FX FY FZ MX MY MZ Co ndition LC1=d1+wl 1 -107 -243 0.00006 0.00000 0.00000 0.00000 9 107 -243 -0.00006 0.00000 0.00000 0.00000 5 -0 -14 0.00000 0.00000 0.00000 0.00000 39 -249 -501 0.00000 0.00000 0.00000 0.00000 43 249 -501 0.00000 0.00000 0.00000 0.00000 -------------------------- -------- Condition LC2=dl-wl 1 122 276 -0.00007 0.00000 0.00000 0.00000 • 9 -122 276 0.00007 0.00000 0.00000 0.00000 . 5 0 17 0.00000 0.00000 0.00000 0.00000 39 285 569 0.00000 0.00000 0.00000 0.00000 43 -285 569 0.00000 0.00000 0.00000 0.00000 - - Co ndition LC4=d1+sl 1 213 409 -0.00017 0.00000 0.00000 0.00000 9 -213 409 0.00017 0.00000 0.00000 0.00000 5 0 37 0.00000 0.00000 0.00000 0.00000 39 351 683 0.00000 0.00000 0.00000 0.00000 43 -351 683 0.00000 0.00000 0.00000 0.00000 NORDLING Pro;. No.: 14-321 GRACE POINT COMMUNITY CHURCH STRUCTURAL AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Bea%crton OR,97008 Date:AUG 2014 By:JHW Sheet No.: D7 • Load conditions to be included in design: LC 1=di+wl LC2=dI-wl LC4=dI+sl Description Section Member Ctrl Eq. Ratio Status Reference Blocking TA 1.5x 1.5x0.125 83 LC1 at 0.00% 0.00 OK (Sec.E) Frame 36 LC4 at 100.00% 0.88 OK (H1-1b) rb: 68 LC4 at 100.00% 0.85 OK (H1-1b) Rafter 54 LC4 at 0.00% 0.14 OK (H1-1b) MEMBER 36 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 -126 -0 0 -852 -230 0.000 100% 6.500 -126 -0 -0 -852 231 0.000 TA 1.5 x 1.5 x 0.125 Constants Member 36 36 b 1.500 in nu 1.95 Load Case LC4 LC4 d 1.500 in ny 1.65 Dist to J [ft] 0.54 0.54 t 0.125 in na 1.2 Axial [Lb] -126 -126 . A 0.688 m 2 Bc 27.64 V22 [Lb] 0 0 . Av• 0.375 to z Dc 0.14 M33 [Lb*ft] 0 0 lx 0.218 in4 Cc 78.38 V33 [Lb] -852 -852 Sx 0.291 in 3 Bs 17.63 M22 [Lb•ft] -230 231 ix 0.564 in Ds 0.07 Iy 0.218 in4 Cs 98.14 fb 33 psi 0 0 Sy 0.291 in3 fb 22 psi 9,477 9,518 ry 0.564 in Fv 8,485 psi fv psi 1239 1239 J 0.437 in4 Ft 15,385 psi fa psi 183 183 ft psi 0 0 6063-T6 165 pcf Fb33 psi 15,049 15,049 Ftu 30 ksi _ 0.79 plf Fb22 psi 15,049 15,049 Fty 25 ksi Fa psi 13,317 13,317 Fey 25 ksi Fsu 19 ksi Fb&Fa Eq 4.1.1-1 0.55 0.55 Fsy 14 ksi Fb&Fa Eq 4.1.1-2 0.64 0.65 E 10,100 ksi Ft& Fb Eq 4.1.2-1 0.63 0.63 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.43 0.44 kc 1.12 Type• 2 NORDLING Proj. No.: 14-321 1A ----( STRUCTURAL GRACE POINT COMMUNITY AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: AUG 2014 By: JHW Sheet No.: D8 • ASCE 7.11"Wind Force.:Standard Wind Speed: 120 mph Exposure : B Mean Height(h): 15'-0" Width(x): 30'-0" Topographic Feature: Homogeneous Length(y): 30'-0" Height of Hill(h) 0 ft Crest Length(Lb) 0 ft qh: 18.01 psfl-LRFD Crest to Structure Dist(x) 0 ft I I X I I Y Ka: 0.85 KI : 0.00 Cp: 0.80 0.80 windward Kzt: 1.00 K2 : 0.00 Cp: -0.50 -0.50 leeward K3 : 0.00 Gust: 0.87 0.87 Wall Loads —■ I I ASD Leeward qh * Cp * Gust = -4.7 psf qh * Cp * Gust = -4.7 psf Windward kz qz* Cp* Gust Total qz*Cp * Cast Total 15'-0" 0.575 7.5 psf 12.2 psf 7.5 psf 12.2 psf ASCE 7-10 Standard Lat: 45°25'8.31"N Ss and Si=Mapped Spectral Acceleration Values Long: 122°47'27.35"W 1 1075 SW C;aarde St,Tigard,OR 97223 Ground Motion Ss 0.925 Si 0.335 Occupancy Category 11 Cantilewred Column Systems Site Class D R 2.5 n < Importance Factor 1.00 Height of Structure 15.0 ft Structural Period T 0.152 Site Coefficients G 0.020 Fa 1.13 x 0.75 Fv 1.73 Cs SosI/R 0.279 SMs Fa* Ss 1.045 CS MAX Sos I/T R 1.014 SMl * Si 0.580 CS MIN 0.044 SDs I 0.031 SDS (2/3)SMs 0.697 V Cs* WI) 0.279 WP Si D (2/3)SMI 0.386 ASD =V* 0.7 0.195 WP • Seismic Design Category • SDC D NORDLING Proj. No.: 14-321 115- STRUCTURAL GRACE POINT COMMUNITY CHURCH AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:AUG 2014 By:JHW Sheet No.:D9 TA 2.0 x 2.0 x0.125 _ _ Constants Member COL COL COL b 2.000 in nu 1.95 Load Case D+S D+W D+0.75 S+0.75 W d 2.000 in ny 1.65 Dist to J [ft] 10.30 10.30 10.30 t 0.125 in na 1.2 Axial [Lb] -569 -683 -939 2 A 0.938 in Bc 27.64 V22 [Lb] 0 0 0 2 Av 0.500 in Dc 0.14 M33 [Lb*ft] 0 0 0 IX 0.552 . a Cc 78.38 V33 [Lb] 0 0 0 Sx 0.552 in 3 Bs 17.63 M22 [Lb*ft] 0 0 0 • ]x 0.767 in Ds 0.07 Iy 0.552 in4 Cs 98.14 fb 33 psi 0 0 0 Sy 0.552 in3 fb 22 psi 0 t.) 0 ry 0.767 in Fv 8,485 psi Ai psi 0 0 0 J 1.104 in4 Ft 15.385 psi fa psi 607 729 1,002 ft psi 0 0 0 6063-T6 165 pcf Fb33 psi 10,329 10,329 10,329 Ftu 30 ksi 1.07 plf Fb22 psi 10,329 10,329 10,329 Fty 25 ksi Fa psi 1,969 1,969 1,969 Fcy 25 ksi Fsu 19 ksi Fb&Fa Eq 4.1.1-1 0.31 0.37 0.51 Fsy 14 ksi Fb&Fa Eq 4.1.1-2 0.31 0.37 0.51 E 10,100 ksi Ft& Fb Eq 4.1.2-1 0.00 0.00 0.00 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.31 0.37 0.51 kc 1.12 Type 2 - NORDLING Proj. No.: 14-321 STRUCTURAL GRACE POINT COMMUNITY CHURCH AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2014 By:JHW Sheet No.: D10