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Plans STRUCTURAL CALCULATIONS FOR GREENBURG RD REMODEL 11101 SW GREENBURG RD TIGARD, OR 97223 • -- FABRIC COVERED AWNINGS -- ,,.,0 PROFFs 6� }�q -�I L NG,,,,, f y City of Tigard 12187 1 ` 9_ A. •.roved Plans 4 � w B E ;&: . Da 7 y� • EGON v 1 1 0 l c 1 ® W t/O ✓L 4 Y 15, ,90 � tiN F. NOR -\ 0 I EXPIRES: 12 / 31 / � OFFICE COPY NO EXCEPTIONS NOTED ❑ MAKE CORRECTIONS NOTE f ;' R EJECTED ❑ REV/SE AND RESUBMIT �' QGL ry V ( GL� (>G�`k THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN I C� CO EPT ONLY. ANY DEVIATION FROM PLANE OR w l/ � V I i\r n y SPECIFICATIONS NOT CLEARLY NOTED BY THE CONTRACTOR � �� I �v G� HAS NOT BEEN REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF ALL DETAILED DIMENSIONS CR COUNT OR SERVE TO RELIEVE THE CONTFACTON CF CONTRACTUAL RESFO 3SiSILITY FOR ANY ERROR OR DEVIATION FROM CONTRACT REQUIREMENTS. COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE, P.C. Contents DATE �/2 �� PORTLAND, OREGON Summary - 3Y�� Swnmary l Details A - D 2 - 5 Awning Calculations Cl - C3 Awning Analysis D I - D4 NORDLING Proj. No.: 09-275 s,... STRUCTURAL GREENBURG RD AWNINGS 3 . 1 ENGINEERS, LLC NW AWNING SIGN 6775 SW i ncn, Suite 200 • 13 .Ev ,c ln OR, 97008 Date: SEP 2009 By: JHW Sheet No.: COVER SUMMARY FABRIC COVERED AWNIN DESIGN CRITERIA 2001 Oregon Structural Specialty Code Wind 94.5 MPN (3 sec g ust) Exp B Snow Load: 25 psr + Dri rting. Snow Load Dead Load 1 psr Connections to existing concrete wall. There are :eight new 5' -0" x 5' -m" awnings. NORDLING Proj. No.: 09 -275 S'T'RUCTURAL GREENBURG RD REMODEL AWNINGS kto 4,4 ENGINEERS, LLC NW AWNING & SIGN 9775 SW 111th, Stile 200 . Beaverton oa, 97008 Date: SEP 2009 By: JHW Sheet No 1 r(E) CONCRETE WALL . 0 , 0 O '..----- I° x I' x l4 ALUMINIUM TUBE (TYP) 3' -m' 3' -0° 3' -0 o/c TYP \5� c'41 PROFF %/ t 12,187 I __ III OREGON `. CA) ,4UJN I NCA PLAN ° 6, 4 / E. ,5 N O RO , \ ,j` s EXPIRES:12 /31/ NORDLING Proj. No.: 09 -275 GREENBURG RD REMODEL STRUCTURAL AWNINGS k1 ii: , %, t 4 04 4 \7 ENGINEERS, LLC NW AWNING & SIGN 9775 SW 111th. Suite 200 • Beaverton oil, 97008 Date: SEP 2009 By: JI-IW Sheet No.: 2 1 CONCRETE WALL O H .. 1' x l' x ALUMIMUM TUBE (TYP) O • / r 5'-0' • P Rare xj , 12,197 y . OREGON to AUJNINCB SECT ION °ti 5 . NO g 0 I EXPIRES: 12 / 31 / NORDLING Proj. No.: 09 -275 GREENBURG RD REMODEL STRUCTURAL AWNINGS 1. ENGINEERS, LLC NW AWNING & SIGN 6775 SW 11 w,. Suite 200 Beaverton 02, 97008 Date: SEP 2009 By: JHW Sheet No.: 3 3' -m' f 3' -m' 3' -0' o/c I TYP iii o J 0 TYP 0 e o e • ---- x I x 1/8° ALUMIMUM TYP TUBE (TYP) ,V -''G PRO ,187 1:,. � � ■ A i 4 OREGON � . 0 AWNING ELEVA - 0 15, ,SN I EXPIRES: 12 / 31 / I NORI)LING Proj. No.: 09 -275 GREENBURG RD REMODEL STRUCTURAL AWNINGS 'f; 9 Artij J ENGINEERS LLC NW AWNING & SIGN 6775 SW I I Oh. Su;u: 200 13cav rr«,n OR. 97008 Date: SEP 2009 By: JHW Sheet No.: 4 . . . , . ct BRACKET—. ,.,.„------- EXISTING CONCRETE WALL ct ANCHORS I x I' ALUM. TUBE HEX HEAD TEK SCREW -, r:---, :t —ip. - —2E7. E 3/ 1g: x V Z - BRACKET 2i MIN, ANCHOR OPTIONS: NIL T I 'KWIK - BOL T Tr ANCHORS . . SIMPSON 'STRONG BOL T ANCHORS SIMPSON ' T I TEN ND' ANCHORS SPECIAL INSPECTION NOT. REQUIRED. EXISTING CONCRETE WALL 1. i. 2 2 • ....----- x I" Z - BRACKET !a I .,....---- H 3 / '4) ANCHOR (24' EM 1— A BED) _.:„-.., f m" a r: rai i f 11 . „ ' ' ....._''' 014 HEX HEAD TEK SCREW I' x I' ALUM. TUBE 0.1 PRO4,5' ... ,..,Girsi E,s, /1 . t . ...t . , .. . , 12,187 / I . OREGON tiiT `' C CONNECTION DETAIL ' 5 4, I EXPIRES: 12 / 31 / KLI . 1 NORDLING Proj. No.: 09-275 GREENBURG RD REMODEL STRUCTURAL AWNINGS ktt• * ,,,AFW 14> i ENGINEERS, LLC NW AWNING & SIGN 6775 SW I I Oh, Suite 200 • 13caverton 06. 97008 Date: SEP 2009 By: JI-IW Sheet No.: 5 AANINCz CRITERIA ALL MEMBERS TO BE FABRIC AWNING DESIGN REQUIREMENTS 1' x I' x 1 /8' ALUMINUM TUBE LC1 + WIND LOAD I x = 0.051 in LC2 - WIND: LOAD Sx .= 0.114 in . LC4 SNOW 4 DRIFT • MEMBER CONNECTIONS TO BE: WELDED ALL AROUND STANDARD AWNING ,SIZE . (0, 59.2) • 12 p l D ry°j. • 2 . l0, 11) (59, 11) 3 (0, 0) (59, 0) 5' -0' . . • • NORDLING Proj. No.: 09 -275 '; GREENBURG RD REMODEL STRUCTURAL AWNINGS ENGINEERS, LLC NW AWNING & SIGN (5775 SW 3331,, Suite 200 - I3eaverton 08, 87008 Date: SEP 2009 By: JHW Sheet No.: Cl LOADING CRITERIA Z -CLIP LCI WIND T - 352 Ibs DL = I psr x 3' -m° = 3 plf LC4 SNOW T = 284 lbs ��,1_ T W = 11.E psr ASCE 1.05 WIND DESIGN- SHEET EET DI L 1 . - . . = 11.1 psr x 3' -0° .= 53 plf �� • Ililllli SNOW 11.5 psr x 3' -m° - 53 plf Ir • 'w' y . DRIFT L = 31 psr x 3' -m° = 94 plf t 1, I DRIFT R = 10 psr x 3' -6 = 29 plf Z -CLIP C5 = I - ( 355' - •15') / 55' (AGSE 1(225 1-2c) _ 63io' . A36 #clips 1 pL. I [IIIIIHII]II1I11II1ILI II IIIIIIi1111 3 :plf. .6i1 ,QA 1A , Q Ai a 0.50 in y \ 't' 3/16 in SL 1 1 1 1 1 1 1 111111 I I I I I I 1 i 'w' 1.00 in • S,eWftiirf �att; .m. . y S= 1.0* 0.1875'2 / 6 (w1 /6 =b(1 /6) T • / / j / = 0.0059 in ^3 n // / / • Fb = 36,000 psi * 0.75 V / / / / / /// 53 p lf ° 27,000 psi SNOW // x 1.33 35,910 psi w1ND /// - / ` fir: °,.���k ��;: , �;r � ���i °;��"� �:� % ".1a` / M = 2841bs *0.500 in /l // = 142in -Ibs // • B fb= 142 in-lbs / 0.0059 inA3 = 24,235 psi ok -- ITerisionA Wit., ;_,:::.,_.. ...i_W) ' M = 3521bs * 0.500 in / 1 — = 176 in -lbs • LGl LC4 fh = 176 in-lbs / 0.0059 inA3 = 30,037 psi ok T 91 -284 LESS B . -352 284 CBS . Use (1) 3/16" x 1" 7 Clip I V -242 448 LBS 1 NORDLING Proj. No.: 09 -275 t'a'i GREENBURG RD REMODEL Pi fog STRUCTURAL AWNINGS 4. '4.....$4, ENGINEERS, LLC NW AWNING & SIGN 5775 SW 111th, Suite 200 • Ileuverton OR, 97008 Date: SEP 2009 By: J1=1W Sheet No.: C2 • C ONNECT I ON8 LGI WINO T = 352 lbs V 242 - 3/8 "0 tlilti "KWIK BOLT 77" (2 1/2" Embedment) Hilt "KW IK BOLT TZ" P V No.: 1 PALL 605 lbs 352 242 VALL 1,100 lbs 0.582 0.220 0.486 EMIN 2.50 in 605 1,100 . ESR -1395 Unity = (Ps/Pt)S (Vs /Vt) • 3/8 "0 Simpson "STRONG BOLT" (2 9/16" Embedment) Simpson "STRONG BOLT" P V No.: I . PALL 555 lbs 352 242 . VALL 1,055 lbs 0.634 0.229 0.554 EMIN 2.56 in 555 1,055 ER - 3631 Unity = (Ps /Pt)'" +(Vs /Vt) 3/8 "0 Simpson "TITEN -HD" (2 3/4" Embedment) Simpson "TITEN -HD" P V No.: I PALL 1,315 lbs 352 242 • VALL 1,665 lbs 0.268 0.145 0.151 - EMIN 2.75 in 1,315 1,665 ESR -1056 Unity = (Ps /Pt) /Vt) . LG4 SNOW T = 284 ibs . V = 448 Ibs : . • 3/8 "0 Hilti "KWIK BOLT TZ" (2 1/2" Embedment) Hilti "KWIK BOLT TZ" P V No.: 1 PALL 605 lbs 284 442 VALL 1,100 lbs 0.469 0.402 0.502 atiN 2.50 in 605 1,100 . • ESR - 1395 Unity = (Ps/Pt) +(Vs /Vt) • 3/8 "0 Simpson "STRONG BOLT" (2 9/16" Embedment) .Simpson"STRONG BOLT" P V No.: I PALL 555 lbs 28_4_ 442_ : VALL 1,055 lbs 0.512 0.419 0.562 FAIN 2.56 in 555 1,055 . ER - 3631 Unity = (Ps/1'0 I(Vs /Vt) 3/8 "0 Simpson "TITEN -HD" (2 3/4" Embedment) Simpson "TITEN -HD" P V No.: 1 PALL 1,315 lbs 284 442 • VALL 1,665 lbs 0.216 0.265 0.187 • EMIN 2.75 in 1,315 1,665 ESR -1056 Unity =(Ps /Pi) " +(Vs /Vt) . • I NORDLING Proj. No.: 09 -275 'd STRUCTURAL GRBENBURG RD REMODEL 16 IN AWNINGS : _ ENGINEERS LLC NW AWNING & SIGN 6775 SW 111th. Suite 200 - Beaverton OR. 97008 Date: SEP 2009 By: JHW Sheet No.: C3 1 ,� � . .., ...� ., . °k"-n�,is:s �i,��a� -�� """t�`� � s� � y>a*f? °�s ,. ' � i�"; � <a.�" ��=�.� � • x ASCE ��05�` 1 k' a COMar. �,; , .T :11 •,0 a1 k . �, � . , .,�.< ....." ..t^ _..,.,�.,.�w ax- ��..�s .�a_... ,..,w,...n...����s ; ;'% ��; ?i� ,:��:�,: ^.::� ��� iD111�11CI1tS pd,11,C1y�A(�II ,� MC't�t0(]`�` Wind Speed : 94.5 mph Exposure : B Importance (Iw) : 1.00 Structure Type : Building - Components & Cladding Building Type : Enclosed Building Topographic Feature Height (h) : 23 ft Homogeneous Height of }-lilt (11) 0 ft qt : 12.62 psf Crest Length (Lb) 0 ft GCp : 1.4 corner zone Crest to Structure Dist (x) 0 ft External Pressure : 17.7 psf Kd: 0.85 Ki : 0.00 GCpi: ±0.18 K2 : 0.00 • Kz1: 1.00 K3 : 0.00 Snow Drift Analysis Snow Loads Lupper 75' -0" Ground Snow Load 25 psf L lower 5' -0" Roof Snow Load 17.5 psf Drift ype Roof Projection' W 7.23 ft Upper Roo fT'ifch 0 / 12 Seperation Distance 0 Height Hr (he - Fhb) 10' -0" ie e ri V Drift Surcharge Only Considered When Drift Surcharge Applies ? h / hb > 0.2 (he = hr-hb) [ (hr-hb) / hb > 0.2] = 8.86 Yes g k0f hd (0.7 0.43 (Lu ^(1/3)) * ((Pg + 10) ^(1/4)) - 1.5) * ((20- S) /20) 1.81 ft hb =Pf /0 1.01 ft. 0= 0.13Pg +14.0 < =30pcf 17.25 pcf SUMMARY Surcharge Load due to Drifting Pd 31 f Drift Load at Lower Roof Edge 10 sf Wdete NORDLING Proj. No.: 09 -275 ,' STRUCTURAL GREENBURG RD AWNINGS .sum ENGINEERS LLC NW AWNING & SIGN 6775 SW 111th. Suite 200 • Beaverton oil, 97008 Date: SEP 2009 By: JflW Sheet No.: D 1 I" x I" x I1/B" ALUMINUM TUBE SECTION PROPERTIES Area 0.438 Bounding Box X : 0.500 :: 0.500 Y : 0.500 :: 0.500 \ x XX YY Moment of Inertia 0.057 :. 0.057 Section Modulus 0.114 :. 0.114 Radius of Gyration 0.361 :: 0.361 Geometry data Nodes Node X Y Z Rigid Floor [in] [in] [in] 1 0.00 59.20 0.00 0 2 0.00 17.00 0.00 0 3 0.00 0.00 0.00 0 4 29.30 38.40 0.00 0 5 59.00 17.00 0.00 0 6 59.00 0.00 0.00 0 Restraints Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 2 1 0 1 0 0 0 3 0 0 1 0 0 0 4 0 0 1 0 0 0 5 0 0 1 0 0 0 6 0 0 1 0 0 0 Members Member NJ NK Description Section Material dO dL Ig factor [in] [in] 1 1 4 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 2 4 5 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 3 5 6 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 4 1 2 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 5 2 3 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 6 3 6 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 7 5 2 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 8 2 4 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 NORDLING Proj. No.: 09 -275 '. STRIUC'I'�JRAI, GREENBURG RD REMODEL 4' ` g .; AWNINGS ,‘' 4). ,..}.!: i ENGINEERS, LLC NW AWNING & SIGN 6775 SW 111 h, Suite 200 • Beaverton OR, 67008 Date: SEP 2009 By: JI-IW Sheet No.: D2 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 Distributed force on members Condition Member Dirt Vail Va12 Dist1 % Dist2 % [Lb /ft] [Lb /ft] [in] [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 wl 1 2 53.00 53.00 0.00 No 100.00 Yes 2 2 53.00 53.00 0.00 No 100.00 Yes 3 2 53.00 53.00 0.00 No 100.00 Yes sl 1 Y -92.00 -71.00 0.00 Yes 100.00 Yes 2 Y -71.00 -51.00 0.00 Yes 100.00 Yes Analysis Results Reactions Forces [Lb] Moments [Lb`ft] Node FX FY FZ MX MY MZ Condition LC1 =d1 +wi 1 91 -242 0.00000 0.00000 0.00000 0.00000 2 -352 0 0.00000 0.00000 0.00000 0.00000 Condition LC4 =d1+sl 1 -284 448 0.00000 0.00000 0.00000 0.00000 2 284 0 0.00000 0.00000 0.00000 0.00000 NORDLING Proj. No.: 09 -275 A. d .A ,' S I'RUCTURAL GREENBURG RD REMODEL AWNINGS ? a< ENGINEERS, LLC NW AWNING & SIGN 6775 SW 111th, Suite 200 13cavcrtun OR. 97008 Date: SEP 2009 By: JEW Sheet No.: D3 Load conditions to be included in design LC1 =dl +wl . LC2 =dl -wl LC4 =dl +sl Description Section Member Ctrl Eq. Ratio Status Reference Frame TA 1.0 x1.0 x 0.125 1 LC4 at 100.00% 0.38 OK (H3 -6) 2 LC4 at 0.00% 0.33 OK (H3 -6) 3 LC2 at 0.00% 0.19 OK (H3 -6) 4 LC1 at 0.00% 0.17 OK (H3 -6) 5 LC1 at 0.00% 0.06 OK (H3 -6) 6 LC2 at 0.00% 0.04 OK (H3 -6) 7 LC2 at 0.00% 0.26 OK (H3 -6) 8 LC4 at 100.00% 0.14 OK (H3 -6) MEMBER 1 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 =dl +sl 0% 0.000 405 -95 -24 0.000 0.000 0.000 43% 15.271 338 -1 36 0.000 0.000 0.000 100% 35.932 258 110 -60 0.000 0.000 0.000 TA 1.0 x 1.0 x 0.125 nu 1.95 M ember l b 1.000 in sy 1.65 Load Case LC4 d 1.000 in na 1.2 Dist to J [ft] 9 t 0.125 in Axial [I,b] 405 A (1.435 in 2 Bc 27.64 V22 [Lb] 110 A v 0.250 ttt z Dc 0.14 M [Lb * fl] 60 lx 0.057 111 4 Cc 78.38 V33 1I.b] 0 Sx 0.114 41 3 Bs 17.63 M77 I Lb* ft] 0 rx 0..36 1 in Ds n.07 • ly 0.057 in Cs 98.14 lb 33 psi 6 Sy 0.114 in lb 22 psi 0 ry 0.361 in ry 8.485 psi fv psi 251 J 0.114 in Et 15.152 psi fa psi (i ft psi 926 6063 -T6 Fb33 psi 15,152 Flu 30 ks i 1 psi 15.152 Fty 25 ksi Fa psi 5.155 Fey 25 ksi Fsu 19 ksi Fb &Fa Eq 4.1.1 0.35 Fsy 14 ksi Fb &Fa Eq 4.1.1 0 42 E 1(1,100 ks i Ft & Fb Eg4.1.2 - 0.48 kt 1.00 Fv, Fa, & Fb Eq 4.4 -1 11 1 7 kc 1.12 "I ypc 2 SI S2 Fb 131) 2400 Fv 39 79 Fa 87 7J Ft 15.4 15.2 1 NORDLING Proj. No.: 09 -275 ' ' ", STRUCTURAL AWNINGS RD REMODEL AWNINGS ell Pi '4 ENGINEERS LLC NW AWNING &SIGN 8775 SW 11116, Suite 200 - l3eaverton OR. 97008 Date: SEP 2009 By: JHW Sheet No.: D4