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Plans (195) 2x8 wood framed wall - --- ► 1-1/2" x 1-1/2" x 1/8" sq. alum. tube I , , / I f , l � I � 9' 6" / -+--- - - - WO" - -- - 01101, 1 { I 1 1 l 3" sq. alum posts & beam I T 6" I i v v dov_000rtvvo o v o^1vV ooy`v o, .c_ v e v p v v� vav 'y —,3 �. 1 I FABRIC COVERED- ENTRY �4WNING , , \ ' V, v c 77._ I v u DATE: 12/14/2015 `PROJECT: - DESCRIPTION:_-�a'ry: ( _ 73005 L LANNDOR RK 7232 - G STYLE: ENTRY AWNING PORTLAND OR 97232 BY; DAN SPEARING GRACE POINT COMMUNITY CHURCH - - - - - I PHdM(5Q3) eta-shoo ^� IIO75 SW GARDE ST. FABRIC: 5UNBRELLA _ nPik& �n���(� PrX*(503) 965-5460 SHEET: I -- — II III i) � — --�i FRAME: ALUMINUM F1, I dan( pikeawning.00m qr AI I=- 1' a" = 32' O"1 T�IGARD, OR. 97224 ncn rnnr• -1"M 9' 6'f 14'0 Center 7, 6„ II G I � I I o v o v n a \° eQ' v � FABRIC COVERED EN-TRY AWNING \V ova v f —a est v v c �j v lk& 7300 SW.LANDMARK LN, DATE: 12_/14/2015 PROJECT: — DESCRIPTION: BY: DAN SPEARING GRACE p01PJT COMMUNITY CHURCH PORTLAND OR 97232 �— STYLE: ENTRY AWNING _ PH*1$03) 624-5600 ��� FABRIC: SUN_BRELL-A Pxe.p01503) 4685440 SHEET: _ 1 Y, 11675 GW GAADE ST. I) (ILII SCALE: FRAME: ALL!MINUI`1 danikeawning.cum 0" = 32' -0" TIGARD, OR. 97224 ppwohR COAT- Tf�I) STRUCTURAL CALCULATIONS FOR GRACE POINT COMMUNITY CHURCH 11075 SW GAADE ST TIGARD. OR 97224 FABRIC COVERED ENTRY CANOPY PRD G I N E 01 12,18 StM "P,F UIRE-&-1 cidty Code 4' E] Cork; ��3 aiQQ���A917 in nnn �11"'s EXPIRES: 12/31/16 Special h.;omen'-Resisting oncrete t-rame Rairfor_Ng&eal&Prestressing Steel Pentons V'IZ�I!d'ing High-Sireright[kiting Struc'ural klasonry Relnfomzcl Concrete 3. FI r S U 1 EA It 1 r! t�o F 111 Materials Contents Summary and Caissons Details A-F 2-7 Canopy Calculations Cl -C3 Canopy Analysis DI -D14 and Filling NO MG' Proj. No.: 15-417 GRA C E POINT COMM-UNITY CHURCH STRU RJUAL ' CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200-Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: COVER 1 I SUMMARY FABRIC COVERED AWNlWj DESIGN CRITERIA 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, V ULT) Exp B Snow Load: 20 psf + Drifting Snow Load (20 psf minimum) PER SNOW LOAD ANALYSIS FOR OREGON(THIRD EDITION)DECEMBER 2001 STATEWIDE ALTERNATE METHOD No.OSSC 08-01 - ISSUED MAY 1,2008 Dead Load 1 psf Connections to existing wood stud wall 4 existing concrete slab on grade. There is one new V-6" x 14'-0" x 1'-6" entry canopy TA = Aluminum Tube (6063-T6). Frame members to be welded all around, match material thickness. J 1� i. ar� NO"LING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY OPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: 1 141-0l 21-4l 21-4' 21-4' 2'-41 2'-41 2'-4' � L J e QI � I d C2 Lxr E G1 D2 e LXL f l 4� F E ly-D tA1.5x1.5x0.125, D1 TYF, UN.O. B PROfFs� X, I 2,18 EGON ENTRY CANOPY PLAN 110 y4'GE.' NORV�'\�� EXPIRES: 12/31/16 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY OPY ENGINEERS, LLC PIKE AWNING COMPANY 1!5 1 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.:-2 Cl G2 8 cA FFF tA1.5x1.5x0.125, TYP, UN.O. G SEE D3 r O r -- -- -----\ _ s `5A PROFFs��O 12,187 RE ON ENTRY ELEVATION ✓°Jy 75 983 � tiN E. NOR��\ EXPIRES:12/31/16 NORDLING Pro;. No.:-15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.:-3 TA 1.5x2 x0.125 0 TA IS x 1.5 x 0.125, TYP, UN.O. 4'-9' 4'-9' F TYP n VERIFY (E) STUD, OR ADD 5LOCKIGN 2 9'-6' E 8 L---_ ------ --------------------- J 1— r SEE D3 PROFFs.e 12 87 O GON C &<Y 15ENTRY ELEVATION tiN F. NORO�` EXPIRES:12/31/16 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.:4 F 1 . W� ]� TA 1.5 x IB x 0.125, TYP, UN.O. 1 TA 2.0x1.5x0.125, TOP 4 50TTOM 0� TA 1.5 x IB x 0.125, TYP, UN.O. TA 2.0 x 1.5 x 0.125, 2 TOP 4 50TTOM TA3x3x025 TYP TYP 1+4 (2) Ii2'0 POWERS 'POWER-STUD;SD1' TA 3 x 3 x 025 2 ' 2 (3' EMBEDMENT) M x4x0'—B' TA3x3x0.25 - Kl 1'/4 TA 3x3 (E) I' CONCRETE S.O.G PROFFs �5 ENGINEER s% 3 1 187 O GON FRAMES �oyNGE ' NOR��\� EXPIRES:12/31/16 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY c� Y alvo PIKE AWNING COMPANY ENGINEERS, LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By: JHW Sheet No.: 5 - - ----TA IBx B VERT CANOPY FRAME —TA 1.5x1.5 VERT 1 TA 15x1.5 BLOCK 21' 2j' (2) 012 SELF AT CENTER 4 E2 TAPPING SCREWS ENDS 3- -- --------- ____________ -__ 1 TA 3x3 TA 3x3 0- -,.---T,4 IBx15 VERT (2) *12 SELF TAPPING SCREWS CANOPY FRAME Cor 1i4'0 M. BOLTS) 2 3' TA IBx1.5 --------------------- --- ----- - --------------------- ---------------------- --------- --------- -- -- TA 3x3 to 3x3 E4 1 TA 3x3 1 3 O PROFFs ENGI NEF s/D 187 O GO DETAIL `'pyNG`y E. NO EXPIRES:12/31/16 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: 6 (E) 2x WALL STUD BEYOND BRACKET ANCHORS 'I 1'/2' x 11/2' ALUM. TUBE I IJ *14 HEX HEAD nm F - -TEK SCREW - - - - - - - - - — 3/g'O X 4' LAG SCREW � F x 1' Z-BRACKET I III I I ' I I I III �I 3116 x t' z-BRACKET 3WO x 4' LACE SCREW ^+ ---------------------- --------- — — Z — — �j''� rlaD � k—*14 HEX HEAD TEK SCREW 11/2' x 11/2' ALUM. TUBE PROFFs��O y, �' 1 A/� OR ON E (L p FiyN`�`'' 1 5, E. NO EXPIRES:12/31/16 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY PIKE AWNING COMPANY ENGINEERS, LLC 6775 SW 11lth,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: 7 AWNING CRITERIA ALL MEMBERS TO BE: FABRIC AWNING DESIGN REQUIREMENTS 111/2' x 11/2' x lib' ALUMINUM TUBE LCI + WIND LOAD I x = 0.216 in LC2 - WIND LOAD S x = 0291 in3 LC4 SNOW 4 DRIFT MEMBER CONNECTIONS TO 8E: WELDED ALL AROUND STANDARD AWNING SIZE m• aD w L tP :p iDlP Al r-9 r= �P r0� Vw mm 2 10 r1 i!1 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY PIKE AWNING COMPANY p. ENGINEERS, LLC 6775 sw 111th,suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: C1 PDL 2S Iba 13 =-i8 LOADING CRITERIA LL 451 Ibe PDL 42 Ibs 83 DL = 1 per x 2'-4' = 3 plf LL 660 IL's V = 122 pef 1'-6' * 14'-0' / 2 = 128 Iba ASCE 1.10 WIND DESIGN - SHEET DI W = 18.4 per ASCE 1.10 WIND DESIGN - SHEET DI = 18.4 per x 2'-4' = 35 PIF SNOW = 20 per x 2'-4' = 41 plf I P13 F83 I Ria + 11' 11-41 11' OL 3 plf V: 130 Ibs SL 4-1 plf WIND 35 plf cf� El 28.0' 28.0' 28.0' 28.0'^ 28.0' 28.0' 13 O a ra A 18 10 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY OPY PIKE AWNING coCOMPANYENGINEERS, LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: DEC 2015 By:JHW Sheet No.: C2 CONNECTIONS Z CLIP LCI WIND T = 50 Iba 2 I0 LCI WIND T = 100 Iba V = 249 Iba LG4 show T = 0 Iba T V = 466 Iba 3/8"Lag Screw(2.2"Pentration) ........... TALL 671 lbs VALL 464 lbs tZ-CLIP LCI = 50 + 249 (671)(1) (464)(1) Cli /Atchor Geolnet A36 #clips 2 = 0.611 < 1.33 a 0.50 in LC4 _ 0 + 466 't' 3/16 in (671)(1) (464)(1) 'w 1.00 in = 1.003 < 1.15 Section Property!,-, A, ., S= 1.0* 0.1875^2/6 (wt'/6=bd2/6) = 0.0059 in^3 LCI WIND T = 100 Iba O Fb= 36,000 psi* 0.75 V = 459 Iba = 27,000 psi Tension $NNW LG4 show T = 0 ]be M= 0 lbs * 0.500 in/2 V = 141 ]be = 0 in-lbs fb= 0 in-lbs/0.0059 in^3 (2)3/8"Lag Screws (2.2"Pentration) = 0 psi ok TALI. 671 lbs VALL 464 lbs ITension WIND M= 100 lbs * 0.500 in/2 100 459 = 25 in-lbs LCI = (671)(2) + (464)(2) S= 25 in-lbs/0.0059 in^3 0.569 < 1.33 = 4,267 psi ok 0 741 Use 2 3/16"x 1"Z-Cli Lc4 = + (671)(2) (464)(2) 0.798 < 1.15 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By: JHW Sheet No.: C3 and Cladding; ASCE 7-10 Wind Force Standard oinp©nents 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(L.h) 0 ft qh : 21.95 psf Crest to Structure Dist(x) 0 ft GCp : 1.4 corner zone Kd: 0.85 Ki : 0.00 External Pressure : 30.7 psf-LRFD G Cpi: ±0.18 K2 : 0.00 18.4 psf-ASD Kzt: 1.00 K3 : 0.00 Geometry data Nodes Node X Y Z Rigid Floor [in] [n] [n] ---------------------------------------------------------------------------------------------------------------- 1 0.00 0.00 0.00 0 2 0.00 6.50 0.00 0 3 14.80 11.30 0.00 0 4 28.50 14.20 0.00 0 5 42.30 15.90 0.00 0 6 56.20 16.50 0.00 0 7 70.20 15.90 0.00 0 8 84.00 14.20 0.00 0 9 97.70 11.30 0.00 0 10 112.50 6.50 0.00 0 11 112.50 0.00 0.00 0 12 56.20 6.50 0.00 0 13 0.00 6.50 28.00 0 14 14.80 11.30 28.00 0 15 28.50 14.20 28.00 0 16 42.30 15.90 28.00 0 17 56.20 16.50 28.00 0 18 112.50 6.50 28.00 0 19 97.70 11.30 28.00 0 20 84.00 14.20 28.00 0 21 70.20 15.90 28.00 0 22 0.00 0.00 28.00 0 23 56.20 6.50 28.00 0 24 112.50 0.00 28.00 0 25 0.00 6.50 56.00 0 26 14.80 11.30 56.00 0 27 28.50 14.20 56.00 0 28 42.30 15.90 56.00 0 29 56.20 16.50 56.00 0 30 112.50 6.50 56.00 0 31 97.70 11.30 56.00 0 32 84.00 14.20 56.00 0 33 70.20 15.90 56.00 0 34 0.00 0.00 56.00 0 35 56.20 6.50 56.00 0 36 112.50 0.00 56.00 0 37 0.00 6.50 84.00 0 38 14.80 11.30 84.00 0 39 28.50 14.20 84.00 0 40 42.30 15.90 84.00 0 NO"LING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY OPY PIKE AWNING COMPANY ENGINEERS, LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: D1 Geometry data Nodes Node X Y Z Rigid Floor [in] [in] [in] ---------------------------------------------------------------------------------------------------------------- 41 56.20 16.50 84.00 0 42 112.50 6.50 84.00 0 43 97.70 11.30 84.00 0 44 84.00 14.20 84.00 0 45 70.20 15.90 84.00 0 46 0.00 0.00 84.00 0 47 56.20 6.50 84.00 0 48 112.50 0.00 84.00 0 49 0.00 6.50 112.00 0 50 14.80 11.30 112.00 0 51 28.50 14.20 112.00 0 52 42.30 15.90 112.00 0 53 56.20 16.50 112.00 0 54 112.50 6.50 112.00 0 55 97.70 11.30 112.00 0 56 84.00 14.20 112.00 0 57 70.20 15.90 112.00 0 58 0.00 0.00 112.00 0 59 56.20 6.50 112.00 0 60 112.50 0.00 112.00 0 61 0.00 6.50 140.00 0 62 14.80 11.30 140.00 0 63 28.50 14.20 140.00 0 64 42.30 15.90 140.00 0 65 56.20 16.50 140.00 0 66 112.50 6.50 140.00 0 67 97.70 11.30 140.00 0 68 84.00 14.20 140.00 0 69 70.20 15.90 140.00 0 70 0.00 0.00 140.00 0 71 56.20 6.50 140.00 0 72 112.50 0.00 140.00 0 73 0.00 6.50 168.00 0 74 14.80 11.30 168.00 0 75 28.50 14.20 168.00 0 76 42.30 15.90 168.00 0 77 56.20 16.50 168.00 0 78 112.50 6.50 168.00 0 79 97.70 11.30 168.00 0 80 84.00 14.20 168.00 0 81 70.20 15.90 168.00 0 82 0.00 0.00 168.00 0 83 56.20 6.50 168.00 0 84 112.50 0.00 168.00 0 85 56.25 0.00 168.00 0 ---------------------------------------------------------------------------------------------------------------- Restraints Node TX TY TZ RX RY RZ --------------------------------------------------------------------------------------------- 2 1 1 1 0 0 0 4 1 1 1 0 0 0 6 1 1 1 0 0 0 8 1 1 1 0 0 0 10 1 1 1 0 0 0 73 1 1 0 0 0 0 78 1 1 0 0 0 0 83 1 1 0 0 0 0 --------------------------------------------------------------------------------------------- NORDLING Proj. No.: 15-417 GRACE POINT COMMUNITY CHURCH STRUCTURAL CANOPY ENGINEERS, LLC PIr AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.:D2 Geometry data Members Member NJ NK Description Section Material d0 dL Ig factor [in] [i n] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 2 3 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 2 3 4 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 3 4 5 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 4 5 6 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 5 10 9 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 6 9 8 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 7 8 7 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 8 7 6 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 9 1 2 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 10 2 12 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 11 11 10 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 12 10 12 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 13 12 6 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 14 13 14 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 15 14 15 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 16 15 16 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 17 16 17 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 18 18 19 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 17 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 22 22 13 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 23 13 23 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 24 24 18 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 25 18 23 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 26 23 17 Frame TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 27 25 26 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 28 26 27 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 29 27 28 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 30 28 29 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 31 30 31 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 32 31 32 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 33 32 33 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 34 33 29 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 35 34 25 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 36 25 35 Frame TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 37 36 30 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 38 30 35 Frame TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 39 35 29 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 40 37 38 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 41 38 39 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 42 39 40 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 43 40 41 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 44 42 43 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 45 43 44 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 46 44 45 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 47 45 41 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 48 46 37 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 49 37 47 Frame TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 50 48 42 Frame TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 51 42 47 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 52 47 41 Frame TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 53 49 50 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 54 50 51 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 55 51 52 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 56 52 53 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 57 54 55 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 58 55 56 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 59 56 57 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 60 57 53 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 NO"LING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 sw 111th,suite 200•Beaverton OR,97008 Date:DEC 2015 By: JHW Sheet No.:D3 Geometry data Members Member NJ NK Description Section Material d0 d Ig factor [in] [i n] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 61 58 49 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 62 49 59 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 63 60 54 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 64 54 59 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 65 59 53 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 66 61 62 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 67 62 63 Rafter TA 1.5x 1.5x 0.125 Fy 15(Alurninum) 0.00 0.00 0.00 68 63 64 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 69 64 65 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 70 66 67 Rafter TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 71 67 68 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 72 68 69 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 73 69 65 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 74 70 61 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 75 61 71 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 76 72 66 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 77 66 71 Frame TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 78 71 65 Frame TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 79 73 74 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 80 74 75 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 81 75 76 Rafter TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 82 76 77 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 83 78 79 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 84 79 80 Rafter TA 1.5x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 85 80 81 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 86 81 77 Rafter TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 87 82 73 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 88 73 83 End Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 89 84 78 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 90 78 83 End Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 91 83 77 Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 92 2 13 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 93 13 25 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 94 25 37 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 95 37 49 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 96 49 61 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 97 61 73 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 98 1 22 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 99 22 34 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 100 34 46 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 101 46 58 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 102 58 70 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 103 70 82 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 104 10 18 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 105 18 30 Horiz TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 106 30 42 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 107 42 54 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 108 54 66 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 109 66 78 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 110 11 24 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 111 24 36 Horiz TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 112 36 48 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 113 48 60 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 114 60 72 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 115 72 84 Horiz TA 1.5 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 116 82 85 End Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 117 85 84 End Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 118 83 85 End Frame TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 119 6 17 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 120 17 29 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 NO"LING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 sw 111th,suite 200•Beaverton OR,97008 Date: DEC 2015 By: JHW Sheet No.:D4 Geometry data Members Member NJ NK Description Section Material d0 d Ig factor [in] [i n] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 121 29 41 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 122 41 53 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 123 53 65 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 124 65 77 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 125 12 23 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 126 23 35 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 127 35 47 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 128 47 59 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 129 59 71 Center Horiz TA 2.0 x 1.5 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 130 71 83 Center Horiz TA 2.0 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 131 2 22 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 132 10 24 Web TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 133 78 72 Web TA 1.5 x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 134 73 70 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 135 77 71 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 136 6 23 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 137 71 53 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 138 53 47 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 139 47 29 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 140 29 23 Web TA 1.5x 1.5x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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 LCI dl+wl Yes LC2 dl-w! Yes LC4 dl+sl Yes --------------------------------------------------------------------------------------------------------------------------------------------------------------- NORDLING Proj. No.: 15-417 GRACE POINT COMMUNITY CHURCH STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.:D5 Load data Distributed force on members Condition Member Dirt Vail Va12 Dist1 % Dist2 % [Lb/ft] [Lb/ft] [n] [in] -------------------------------------------------------------------------------------------------------------------------------------------- dl 1 Y -3.00 -3.00 0.00 No 100.00 Yes 2 Y -3.00 -3.00 0.00 No 100.00 Yes 3 Y -3.00 -3.00 0.00 No 100.00 Yes 4 Y -3.00 -3.00 0.00 No 100.00 Yes 5 Y -3.00 -3.00 0.00 No 100.00 Yes 6 Y -3.00 -3.00 0.00 No 100.00 Yes 7 Y -3.00 -3.00 0.00 No 100.00 Yes 8 Y -3.00 -3.00 0.00 No 100.00 Yes 14 Y -3.00 -3.00 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 27 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 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 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 59 Y -3.00 -3.00 0.00 No 100.00 Yes 60 Y -3.00 -3.00 0.00 No 100.00 Yes 66 Y -3.00 -3.00 0.00 No 100.00 Yes 67 Y -3.00 -3.00 0.00 No 100.00 Yes 68 Y -3.00 -3.00 0.00 No 100.00 Yes 69 Y -3.00 -3.00 0.00 No 100.00 Yes 70 Y -3.00 -3.00 0.00 No 100.00 Yes 71 Y -3.00 -3.00 0.00 No 100.00 Yes 72 Y -3.00 -3.00 0.00 No 100.00 Yes 73 Y -3.00 -3.00 0.00 No 100.00 Yes 79 Y -3.00 -3.00 0.00 No 100.00 Yes 80 Y -3.00 -3.00 0.00 No 100.00 Yes 81 Y -3.00 -3.00 0.00 No 100.00 Yes 82 Y -3.00 -3.00 0.00 No 100.00 Yes 83 Y -3.00 -3.00 0.00 No 100.00 Yes 84 Y -3.00 -3.00 0.00 No 100.00 Yes 85 Y -3.00 -3.00 0.00 No 100.00 Yes 86 Y -3.00 -3.00 0.00 No 100.00 Yes NORDLING Proj. No.: 15-417 GRACE POINT COMMUNITY CHURCH STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: D6 Distributed force on members Condition Member Dirt Vail Va12 Dist1 % Dist2 % [Lb/Ft] [Lb/ft] [in] [in] -------------------------------------------------------------------------------------------------------------------------------------------- wl 1 2 35.00 35.00 0.00 No 100.00 Yes 2 2 35.00 35.00 0.00 No 100.00 Yes 3 2 35.00 35.00 0.00 No 100.00 Yes 4 2 35.00 35.00 0.00 No 100.00 Yes 5 2 35.00 35.00 0.00 No 100.00 Yes 6 2 35.00 35.00 0.00 No 100.00 Yes 7 2 35.00 35.00 0.00 No 100.00 Yes 8 2 35.00 35.00 0.00 No 100.00 Yes 9 2 35.00 35.00 0.00 No 100.00 Yes 11 2 -35.00 -35.00 0.00 No 100.00 Yes 14 2 35.00 35.00 0.00 No 100.00 Yes 15 2 35.00 35.00 0.00 No 100.00 Yes 16 2 35.00 35.00 0.00 No 100.00 Yes 17 2 35.00 35.00 0.00 No 100.00 Yes 18 2 35.00 35.00 0.00 No 100.00 Yes 19 2 35.00 35.00 0.00 No 100.00 Yes 20 2 35.00 35.00 0.00 No 100.00 Yes 21 2 35.00 35.00 0.00 No 100.00 Yes 22 2 35.00 35.00 0.00 No 100.00 Yes 24 2 -35.00 -35.00 0.00 No 100.00 Yes 27 2 35.00 35.00 0.00 No 100.00 Yes 28 2 35.00 35.00 0.00 No 100.00 Yes 29 2 35.00 35.00 0.00 No 100.00 Yes 30 2 35.00 35.00 0.00 No 100.00 Yes 31 2 35.00 35.00 0.00 No 100.00 Yes 32 2 35.00 35.00 0.00 No 100.00 Yes 33 2 35.00 35.00 0.00 No 100.00 Yes 34 2 35.00 35.00 0.00 No 100.00 Yes 35 2 35.00 35.00 0.00 No 100.00 Yes 37 2 -35.00 -35.00 0.00 No 100.00 Yes 40 2 35.00 35.00 0.00 No 100.00 Yes 41 2 35.00 35.00 0.00 No 100.00 Yes 42 2 35.00 35.00 0.00 No 100.00 Yes 43 2 35.00 35.00 0.00 No 100.00 Yes 44 2 35.00 35.00 0.00 No 100.00 Yes 45 2 35.00 35.00 0.00 No 100.00 Yes 46 2 35.00 35.00 0.00 No 100.00 Yes 47 2 35.00 35.00 0.00 No 100.00 Yes 48 2 35.00 35.00 0.00 No 100.00 Yes 50 2 -35.00 -35.00 0.00 No 100.00 Yes 53 2 35.00 35.00 0.00 No 100.00 Yes 54 2 35.00 35.00 0.00 No 100.00 Yes 55 2 35.00 35.00 0.00 No 100.00 Yes 56 2 35.00 35.00 0.00 No 100.00 Yes 57 2 35.00 35.00 0.00 No 100.00 Yes 58 2 35.00 35.00 0.00 No 100.00 Yes 59 2 35.00 35.00 0.00 No 100.00 Yes 60 2 35.00 35.00 0.00 No 100.00 Yes 61 2 35.00 35.00 0.00 No 100.00 Yes 63 2 -35.00 -35.00 0.00 No 100.00 Yes 66 2 35.00 35.00 0.00 No 100.00 Yes 67 2 35.00 35.00 0.00 No 100.00 Yes 68 2 35.00 35.00 0.00 No 100.00 Yes 69 2 35.00 35.00 0.00 No 100.00 Yes 70 2 35.00 35.00 0.00 No 100.00 Yes 71 2 35.00 35.00 0.00 No 100.00 Yes 72 2 35.00 35.00 0.00 No 100.00 Yes 73 2 35.00 35.00 0.00 No 100.00 Yes 74 2 35.00 35.00 0.00 No 100.00 Yes 76 2 -35.00 -35.00 0.00 No 100.00 Yes 79 2 35.00 35.00 0.00 No 100.00 Yes 80 2 35.00 35.00 0.00 No 100.00 Yes 81 2 35.00 35.00 0.00 No 100.00 Yes 82 2 35.00 35.00 0.00 No 100.00 Yes 83 2 35.00 35.00 0.00 No 100.00 Yes 84 2 35.00 35.00 0.00 No 100.00 Yes 85 2 35.00 35.00 0.00 No 100.00 Yes 86 2 35.00 35.00 0.00 No 100.00 Yes 87 2 35.00 35.00 0.00 No 100.00 Yes 89 2 -35.00 -35.00 0.00 No 100.00 Yes NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 sw 111th,site 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: D7 Distributed force on members Condition Member Dirt Vail Va12 Dist? % Dist2 % [Lb/ft] [Lb/ft] [in] [n] -------------------------------------------------------------------------------------------------------------------------------------------- sl 1 Y -47.00 -47.00 0.00 No 100.00 Yes 2 Y -47.00 -47.00 0.00 No 100.00 Yes 3 Y -47.00 -47.00 0.00 No 100.00 Yes 4 Y -47.00 -47.00 0.00 No 100.00 Yes 5 Y -47.00 -47.00 0.00 No 100.00 Yes 6 Y -47.00 -47.00 0.00 No 100.00 Yes 7 Y -47.00 -47.00 0.00 No 100.00 Yes 8 Y -47.00 -47.00 0.00 No 100.00 Yes 14 Y -47.00 -47.00 0.00 No 100.00 Yes 15 Y -47.00 -47.00 0.00 No 100.00 Yes 16 Y -47.00 -47.00 0.00 No 100.00 Yes 17 Y -47.00 -47.00 0.00 No 100.00 Yes 18 Y -47.00 -47.00 0.00 No 100.00 Yes 19 Y -47.00 -47.00 0.00 No 100.00 Yes 20 Y -47.00 -47.00 0.00 No 100.00 Yes 21 Y -47.00 -47.00 0.00 No 100.00 Yes 27 Y -47.00 -47.00 0.00 No 100.00 Yes 28 Y -47.00 -47.00 0.00 No 100.00 Yes 29 Y -47.00 -47.00 0.00 No 100.00 Yes 30 Y -47.00 -47.00 0.00 No 100.00 Yes 31 Y -47.00 -47.00 0.00 No 100.00 Yes 32 Y -47.00 -47.00 0.00 No 100.00 Yes 33 Y -47.00 -47.00 0.00 No 100.00 Yes 34 Y -47.00 -47.00 0.00 No 100.00 Yes 40 Y -47.00 -47.00 0.00 No 100.00 Yes 41 Y -47.00 -47.00 0.00 No 100.00 Yes 42 Y -47.00 -47.00 0.00 No 100.00 Yes 43 Y -47.00 -47.00 0.00 No 100.00 Yes 44 Y -47.00 -47.00 0.00 No 100.00 Yes 45 Y -47.00 -47.00 0.00 No 100.00 Yes 46 Y -47.00 -47.00 0.00 No 100.00 Yes 47 Y -47.00 -47.00 0.00 No 100.00 Yes 53 Y -47.00 -47.00 0.00 No 100.00 Yes 54 Y -47.00 -47.00 0.00 No 100.00 Yes 55 Y -47.00 -47.00 0.00 No 100.00 Yes 56 Y -47.00 -47.00 0.00 No 100.00 Yes 57 Y -47.00 -47.00 0.00 No 100.00 Yes 58 Y -47.00 -47.00 0.00 No 100.00 Yes 59 Y -47.00 -47.00 0.00 No 100.00 Yes 60 Y -47.00 -47.00 0.00 No 100.00 Yes 66 Y -47.00 -47.00 0.00 No 100.00 Yes 67 Y -47.00 -47.00 0.00 No 100.00 Yes 68 Y -47.00 -47.00 0.00 No 100.00 Yes 69 Y -47.00 -47.00 0.00 No 100.00 Yes 70 Y -47.00 -47.00 0.00 No 100.00 Yes 71 Y -47.00 -47.00 0.00 No 100.00 Yes 72 Y -47.00 -47.00 0.00 No 100.00 Yes 73 Y -47.00 -47.00 0.00 No 100.00 Yes 79 Y -47.00 -47.00 0.00 No 100.00 Yes 80 Y -47.00 -47.00 0.00 No 100.00 Yes 81 Y -47.00 -47.00 0.00 No 100.00 Yes 82 Y -47.00 -47.00 0.00 No 100.00 Yes 83 Y -47.00 -47.00 0.00 No 100.00 Yes 84 Y -47.00 -47.00 0.00 No 100.00 Yes 85 Y -47.00 -47.00 0.00 No 100.00 Yes 86 Y -47.00 -47.00 0.00 No 100.00 Yes -------------------------------------------------------------------------------------------------------------------------------------------- NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.: D8 Analysis Results Reactions Forces fLbl Moments fLb*ftl Node FX FY FZ MX MY MZ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition dl=Dead load 6 0 44 0.04524 0.00000 0.00000 0.00000 83 0 42 0.00000 0.00000 0.00000 0.00000 2 0 27 -0.02098 0.00000 0.00000 0.00000 10 0 28 -0.02426 0.00000 0.00000 0.00000 73 24 29 0.00000 0.00000 0.00000 0.00000 78 24 29 0.00000 0.00000 0.00000 0.00000 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition wl=Wind Load 6 -0 -503 -0.26135 0.00000 0.00000 0.00000 83 -0 -479 0.00000 0.00000 0.00000 0.00000 2 0 -322 0.11214 0.00000 0.00000 0.00000 10 0 -322 0.14921 0.00000 0.00000 0.00000 73 260 -334 0.00000 0.00000 0.00000 0.00000 78 260 -334 0.00000 0.00000 0.00000 0.00000 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition sl,=Snowand Drift Load 6 0 697 0.70874 0.00000 0.00000 0.00000 83 0 660 0.00000 0.00000 0.00000 0.00000 2 0 438 -0.32867 0.00000 0.00000 0.00000 10 0 438 -0.38007 0.00000 0.00000 0.00000 73 386 456 0.00000 0.00000 0.00000 0.00000 78 386 457 0.00000 0.00000 0.00000 0.00000 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- SEE SHEET DIO FOR Steell Codefteck ALUMINUM DESIGNS Report: Summary-Group bydescription Load conditionsto be included in design LC 1=dl+wl LC2=dl-wl LC4=dl+sl ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Description Section Member Ctrl Eq. Ratio Status Reference ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- CenterHoriz TA 2.0 x 1.5 x 0.125 122 LC4 at 0.00% 0.63 OK (1-11-1a) End Frame TA 1.5x 1.5x0.125 90 LC4 at 0.00% 0.06 OK (1-11-1b) Frame 24 LC4 at 0.00% 0.39 OK (H1-1 b) Horiz 105 LC4 at 100.00% 0.58 OK (1-11-1a) Ratter 47 LC4 at 100.00% 0.54 OK (1-11-1b) Web 136 LC4 at 100.00% 0.31 OK (1-11-1a) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- NORDLING Proj. No.: 15-417 GRACE POINT COMMUNITY CHURCH STRUCTURAL CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By: JHW Sheet No.:D9 MEMBER 122 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 l+sl 0% 0.000 -3371 -7 42 0 -0 0 100% 28.000 -3371 -7 23 0 -0 0 -------------------------------------------------------------------------------------------------------------------------------------------------------- TA 1.5 x 2.0 x 0.125 Constants Member 122 122 b 1.500 in nu 1.95 Load Case LC4 LC4 d 2.000 in oy 1.65 Dist to J [ft] 2.33 2.33 t 0.125 in na L2 Axial [Lb] -3240 -3240 A 0.813 m2 Bc 11.77 V22 [Lb] -4 4 Av 0.500 m2 Dc o.oa M33 [Lb-ft] 23 12 Ix 0442 ma Cc 120.11 V33 [Lb] 0 0 SX Q442 in' Bs 7.80 M22 [Lb'ft] 0 0 rx 0.737 in Ds 0.02 Iy 0,278 in0 Cs 147.49 fb 33 psi 625 326 Sy 0.370 in3 fb 22 psi 0 0 ry 0.585 in Fv 3,939 psi fv psi 5 5 J 0.719 in Ft 7.846 psi fa psi 3,988 3,988 ft psi 0 0 6063-T6 165 pcf Fb33 psi 6,129 6,129 Fro 15 ksi 0.93 plf Fb22 psi 6,314 61314 Fry 11 ksi Fa psi 5,049 5,049 Fey 11 ksi Fsu 11 ksi Fb&Fa Eq 4.1.1-1 0.89 0.84 Fsy 7 ksi Fb&Fa Eq 4.1.1-2 0.89 0.84 E 10,100 ksi Ft& Fb Eq 4.1.2-1 0.10 0.05 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.80 0.79 kc 1.12 Type 2 MEMBER 105 Plane 1-2 Plane 1-3 Condition Dist toJ Axial Shear V2 M33 Shear V3 M22 Torsion Station [in] [Lb] [Lb] [Lb-ft] [Lb] [Lb-ft] [Lb-ft] -------------------------------------------------------------------------------------------------------------------------------------------------------- LC4=d l+sl 0% 0.000 -1467 65 -64 2 2 0.000 100% 28.000 -1467 65 87 2 -2 0.000 -------------------------------------------------------------------------------------------------------------------------------------------------------- TA 1.5 x 1.5 x 0.125 Constants < Member 105 105 b 1.500 in nu 1975 Load Case LC4 LC4 d 1.500 in ny 1.65 Dist to J IN 2.33 2.33 t 0.125 in na 1.2 Axial [Lb] -1467 -1467 A 0.688 inz Bc 11.77 V22 [Lb] 65 65 Av 0.375 u12 Dc 0.04 M33 [Lb-ft] -64 -83 Ix 0.218 m4 Cc 120.11 V33 [Lbl 2 2 S. 0291 in3 Bs 7.80 M22 [Lb-ft] 2 2 rx 0.564 in Ds 0,02 Iy 0.218 in° Cs 147,49 fb 33 psi 2,637 3,420 Sy 0291 in3 fb 22 psi 82 82 ry 0.564 in Fv 3,939 psi fv psi 95 95 J 0.437 itl4 Ft 7,846 psi fa psi 2,134 1134 ft psi 0 0 6063-T6 165pcf Fb33 psi 6,152 6,152 Ftu 15 ksi 0.79 )f Fb22 psi 6,152 6,152 Fry 11 ksi Fa psi 5,012 5,012 Fey 11 ksi Fsu 11 ksi Fb&Fa Eg4.1.1-1 0.84 0.97 Fsy 7 ksi Fb&Fa Eq 4.1.1-2 0.87 1.00 E 10,100 ksi Ft&Fb Eq 4.1.2-1 0.44 0.57 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.61 0.74 kc 1.12 Type 2 NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By: JHW Sheet No. D10 3 � ASCE 7.10,,Wmd Farce Standard Wind Speed : 120 mph Exposure : B Mean Height(h): 15'-0" Width(k): 30'-0" Topographic Feature: Homogeneous Length(y): 30'-0" Height of Hill(h) 0 ft Crest Length(Lh) 0 ft qh : 18.01 psf-LRFD Crest to Structure Dist(x) 0 ft -► 1 SIX Y Kd: 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 W411 Loads I I X 11Y l Asn Leeward qh* C * Gust = -4.7 psf qh* Cp * Gust = -4.7 psf Windward kz qz* Cp * Gust Total qz* Cp * Gust Total 15'-0" 1 0.5751 7.5 psf 12.2 f 7.5 psf 12.2 psf Geometry data Nodes Node X Y Z Rigid Floor [in] [in] [in] ---------------------------------------------------------------------------------------------------------------- 1 11.00 0.00 0.00 0 2 99.00 0.00 0.00 0 3 0.00 96.00 0.00 0 4 11.00 96.00 0.00 0 5 99.00 96.00 0.00 0 6 110.00 96.00 0.00 0 ---------------------------------------------------------------------------------------------------------------- Res traints Node TX TY TZ RX RY RZ --------------------------------------------------------------------------------------------- 1 1 1 1 0 0 0 2 1 1 1 0 0 0 --------------------------------------------------------------------------------------------- Members Member NJ NK Description Section Material d0 dL Ig factor [in] [i n] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 3 4 Beam TA 3.0 x 3.0 x 0.25 Fy 15(Aluminum) 0.00 0.00 0.00 2 4 5 Beam TA 3.0 x 3.0 x 0.25 Fy 15(Aluminum) 0.00 0.00 0.00 3 5 6 Beam TA 3.0 x 3.0 x 0.25 Fy 15(Aluminum) 0.00 0.00 0.00 4 4 1 Column TA 3.0 x 3.0 x 0.25 Fy 15(Aluminum) 0.00 0.00 0.00 5 5 2 Column TA 3.0 x 3.0 x 0.25 Fy 15(Aluminum) 0.00 0.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- NORDLING Pro;. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CAN ENGINEERS, LLC PACE AWNING COMPANY 6775 SW 111th,Suite 200-Beaverton OR,97009 Date:DEC 2015 By:JHW Sheet No.:DI I Load data Load conditions Condition Description Comb. Category -------------------------------------------------------------------------------------------------------------------------------------------------------------- dl Dead Load No DL sl Snow Load No SNOW wl Wind Load No WIND LC1 dl+sl Yes LC2 dl+wl Yes LC4 dl+0.75sl+0.75wl Yes LC6 0.6dl+wl Yes --------------------------------------------------------------------------------------------------------------------------------------------------------------- Load on nodes Condition Node FX FY FZ MX MY MZ [Lb] [Lb] [Lb] [Lb-ft] (Lb-ft] [Lb*ft] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ dl 3 0.00 -29.00 0.00 0.00 0.00 0.00 6 0.00 -29.00 0.00 0.00 0.00 0.00 sl 3 0.00 -457.00 0.00 0.00 0.00 0.00 6 0.00 -457.00 0.00 0.00 0.00 0.00 wl 3 128.00 0.00 0.00 0.00 0.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Concentrated forces on members Condition Member Dirt Value1 Dist1 % [Lb] [in] ------------------------------------------------------------------------------------------------------ dl 2 Y -42.00 50.00 Yes sl 2 Y -660.00 50.00 Yes ------------------------------------------------------------------------------------------------------- Analysis Results Reactions Forces iLbl Moments[Lb*ftl Node FX FY FZ MX MY MZ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition LC1=dl+sl 1 14 837 0.00000 0.00000 0.00000 0.00000 2 -14 837 0.00000 0.00000 0.00000 0.00000 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition LC2=dl+wl 1 53 -89 0.00000 0.00000 0.00000 0.00000 2 54 189 0.00000 0.00000 0.00000 0.00000 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition LC4=dl+0.75sl+0.75wl 1 37 535 0.00000 0.00000 0.00000 0.00000 2 58 744 0.00000 0.00000 0.00000 0.00000 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- Condition LC6=0.6dl+wl 1 53 -109 0.00000 0.00000 0.00000 0.00000 2 54 169 0.00000 0.00000 0.00000 0.00000 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- NORDLING Proj. No.: 15-417 GRACE POINT COMMUNITY CHURCH STRUCTURAL CANOPY PIKE AWNING COMPANY ENGINEERS, LLC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.:D12 Load conditions to be included in design LC 1=dl+sl LC2=dl+wl LC 4=d I+0.758l+0.75w I LC6=0.6dl+wl ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Description Section Member Ctrl Eq. Ratio Status Reference ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Beam TA 3.Ox 3.0 x0,25 1 LC1 at 100.00% 0.21 OK (Sea F) 2 LC4 at 100.00% 0.38 OK (1-11-1b) 3 LCI at 0.00% 0.21 OK (Sec.F) Column 4 LC6 at 0.00% 0.24 OK (H1-1b) 5 LC2 at 0.00% 0.25 OK (1-11-1b) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Plane 1-2 Plane 1-3 Condition Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station [in] [Lb] [Lb] [LVft] [Lb] [Lb-ft] [Lb*ft] -------------------------------------------------------------------------------------------------------------------------------------------------------- LC4=d R 0.75sl+0.75wl 0% 0.000 -58 163 -44 0.000 0.000 0.000 50% 44.000 -58 -373 556 0.000 0.000 0.000 100% 88.000 -58 -373 -812 0.000 0.000 0.000 -------------------------------------------------------------------------------------------------------------------------------------------------------- TA 3.0 x 3.0 x 0.25 Constants Member 2 2 2 b 3.000 in nu 1.95 Load Case J,C4 LC4 LC4 d 3.000 in ny 1.65 Dist to J [ft] 7.33 7.33 7.33 t 0.250 in na 1.2 Axial [Lb] -58 -58 -58 A 2.750 int Bc 11.77 V22 [Lb] 163 -373 -373 Av 1.500 int Dc 0.04 M33 [Lb-ft] -44 556 -812 Ix 3.495 Ino Cc 120.11 V33 [Lb] 0 0 0 SX 2.330 in3 Bs Z80 M22 [Lb-ft] 0 0 0 tat 1.127 in Ds 0.02 ly 3.495 in Cs 147.49 fb 33 psi 227 1864 4,182 Sy 2.330 in lb 22 psi 0 0 0 ry 1.127 in Fv 3,939 psi fvpsi 59 136 136 J 6.990 in Ft 7,846 psi fa psi 21 21 21 ft psi 0 0 0 6063-T6 ) 165 pcf Fb33 psi 5,904 5,904 5,904 Ftu 15 ksi 3.15 plf Fb22 psi 5.904 5,904 5,904 Fty 11 ksi Fa psi 4,427 4,427 4,427 Fcy 11 ksi Fsu 11 ksi Fb&Fa Eq 4.1.1-1 0.04 0.42 0.61 Fsy 7 ksi Fb&Fa Eq 4.1.1-2 0.04 0.49 0.71 E 10.100 ksi Ft& Fb Eq 4.1.2-1 0.04 0.49 0.71 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.01 0.24 0.51 kc 1.12 Type 2 NO"LING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By: JHW Sheet No.: D13 LA+ 'SCRFW C ACTT ES(PER2205 " VS) Lag Screw Main Member Side Member Size 3/8" 0 Member 2x6 Member 3/16" Steel Plate Diameter 0.375 Species DF-L#2 VGDL Species Steel A36 Penetration 2.2" Load Angle 00 Load Angle 00 Fyb 45,000 Thickness 1.5 Thickness 0.1875 in Row (1) Width 5.5 Width 12 Spacing in Row 16" E 1,600,000 E 29,000,000 Row Spacing 24" F.11 5,600 Fe II 87,000 Re 0.06 Fe_1_ 3,646 Fe_1_ 0 Rt 11.73 Fe�m 5,600 Fe0S 87,000 4 1.00 k3 7.79 Spacing Distance End Distance MininumP minimum 1.50" minimum 11 2.63" critical 3.00" minimum_J_ 1.50" min 1.50" Row Spacing red 0.73 minimum 11 0.56" Edge Distance minimum_L 0.56" l/D 0.50 minimum 0.56" W'= 671 lbs Adjustment Factors Z'= 464 lbs CD 1.00 Live Yeild Mode CM 1.00 Dry Mode Is (11.3-2) Z= 1,529 lbs Ct 1.00 T<=1000 Mode IIIc (I1.3-5) Z= 464 lbs Cg 1.00 Group Action Mode W (11.3-6) Z= 552 lbs Co 1.00 Distance&Spacing NORDLING Proj. No.: 15-417 STRUCTURAL GRACE POINT COMMUNITY CHURCH CANOPY ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:DEC 2015 By:JHW Sheet No.:D14