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I . RECEIVED H [ 01 2012 CITY OF TIGARD STRUCTURAL CALCULATI Mg DIVISION 1.OR SOUTHWEST FAMILY PHYSICIANS 11900 SW GREENBURG RD TIGARD, OR 97223 -- FABRIC COVERED AWNING -- CITX OF TIGARD ,c,4p P Race Approved....t 01 m6-- [ 1-1. \5� �, G ' N FR <3 Conditionally Approved [ ] c��, 12,18 9 See Letter to:Follow [ ] �' A ed ..j Permit Number:tt i i�.. tz..—CX�I 4S • AREGON A Ad. -'•: rco : . injr lglEt 1 'moo ✓`4 r t 5. `9B'b , By: .�A% Date: NO Z . NORO�' Approved plans EXPIRES: 12/31/ shall be on job site. OFFICE COPY Contents Summary 1 Details A-D 2 -5 . Awning Calculations Cl -C3 Awning Analysis D1 -D5 aoNORDLING Proj. No.: 12-248 STRUCTURAL SW FAMILY PHYSICIANS lb kil ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: JUL 2012 By: JHW Sheet No.: COVER J 1 1 SUMMARY FABRIC COVERED AWNING DESIGN CRITERIA 2010 Oregon Structural Specialty Code Wind 95 MPH (3 sec gust) Exp Snow Load: 20 psr + Drifting Snow Load (20 psr minimum) PER SNOW LOAD ANALYSIS FOR OREGON(THIRIO EDITION)DECEMBER 2001 STATEWIDE ALTERNATE METHOD No.OSSC 05-01 - ISSUED MAY 1,2005 Dead Load I psr Connections to existing wood stud wall. There is one new 8'-9" x 5'-0" x 4'-0" awning. NORDLING Proj. No.: 12-248 U5C, STRUCTURAL SW FAMILY PHYSICIANS ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:JUL 2012 By:JHW Sheet No.: 1 r(E) WOOD STUD WALL j 1, H v ------ H -- 11 I '1 — Li --- H — }1 � - _ 0 0 Ln 0 '------l' x I' x I/8' ALUM TUBE (TYP) 2'-2 1/4' 2'-2 1/4" 2'-2 1/4' 2'-2 1/4' s s 1 s i s 8 9' - s ���p PROfFsf/o I,k 2,187 ,Z Ai 0- GON Al • ✓�< 7 5: `90 0 OA AWNING PLAN ,oyN F NoR°�\, I EXPIRES: 12/31/ I I NORDLING Proj. No.: 12-248 STRUCTURAL SW FAMILY PHYSICIANS t/15( AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: JUL 2012 By: JHW Sheet No.: 2 WOOD STUD WALL 0 I' x I' x 1/8' ALUMIMUM TUBE (TYP) o r o 5'-0' PRO N 12.18 A. y OREGON IC3 , UJN�l�l� SE CT�ON /06,4, 5NO�O� �- � I EXPIRES: 12/31/ fn5( NORDLING Proj. No.: 12-248 STRUCTURAL SW FAMILY PHYAWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: JUL 2012 By:JHW Sheet No.: 3 r E3'-5' r J. 2'-2 1/4' , 2'-2 I/4' , 2'-2 1/4' 2'-2 1/4' II 7 - fl 11 t t 1 O H TYP 1I 0 � I in = O �_ - - - 1' x I. X l/$' ALUM TUBE (TYP) TYP %10 PROFe /eo 4 12,187 ( r 1 OREGON 'AWNING ELEVATION /5R ÷OS �\G NOO I EXPIRES: 12/31/ NORDLING Proj. No.: 12-248 t16( STRUCTURAL SW FAMILY PHYSICIANS ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: JUL 2012 By: JHW Sheet No.:4 • (E) 2x WALL STUD BRACKET �� ct ANCHORS ct (E) 2x STUD I•i. I' x I' ALUM. TUBE 1 II �.. j�fj ,....---'"14 HEX HEAD TEK SCREW = - ■ hiS7 34;,•• x 4' LAG SCREW -1,r 1,�3/� x 1' Z-BRACKET I Fl L II - - L......_______--(E) HEADER fir I 3iie, x 112' Z-BRACKET - .1.1 1 1 34$'m x 4' LAG SCREW 4 t suit �■ii _ I j Ira° . 1 ii - - "14 HEX HEAD TEK SCREW I. x 1' ALUM. TUBE 1 ‘.10 PROFF4, V (Wi ' #It 4i OREGO ,.' ✓. JG<y 1 5. 99� �G CONNECTION DETAIL 6� F NoRO� I EXPIRES: 12/31/ I NORDLING Proj. No.: 12-248 ”51( STRUCTURAL SW FAMILY PHYSICIANS ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:JUL 2012 By: JHW Sheet No.: 5 AWNING CRITERIA ALL MEMBERS TO BE: FABRIC AWNING DESIGN REQUIREMENTS 1' x 1' x 1/8 ALUMINUM TUBE LCI • WIND LOAD I x = 0.051 in4 LC2 - WIND LOAD S x = 0.114 in3 LC4 SNOW 4 DRIFT MEMBER CONNECTIONS TO BE: WELDED ALL AROUND STANDARD AWNING SIZE (0, 41.7) 12 iq 7 3 (0, II) (59, II) • • I I (59,0) 5'-0' NORDLING Proj. No.: 12-248 SW FAMILY PHYSICIANS STRUCTURAL AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW[11th,Suite 200•Beaverton OR,97008 Date:JUL 2012 By:JHW Sheet No.: Cl LOADING CRITERIA CONNECTIONS LCI WIND T - 248 Ibe DL = I psr x 2'-6' = 3 plf V = 90 lbe W = 15.8 psr ASCE 1.05 WIND DESIGN - SHEET DI LC4 SNOW T = 300 Ibs = 15.8 psr x 2'-6' : 40 p11 V = 200 Ibs SNOW = 10.5 psr x 2'-6' = 26 p11 DRIFT = 39 psr x 2'-6' = 98 p11 3/8"Lag Screw(2.28" Pentration) TALL 695 lbs DRIFT R = 19 psr x 2'-6' = 48 PH' VALL 424 Ibs C5 = I - (33.4' - 15') / 55' (ACSE 1.05 1-2c) = 61% LC1 = 248 + 90 (695X1) (424X1) DL I I 3 p11 = 0.568 < 1.33 �� 300 200 a3 + m p\c LC4 = (695X 1) (424)(1) SL I J� = 0.903 < 1.15 T . 41414 V ,40p1f 4* .47 B LCI LC2 LC4 T 91 -119 -300 CBs 5 -248 216 300 LSS V -Il9 213 400 LBS NORDLING Proj. No.: 12-248 106( STRUCTURAL SW FAMILY PHYSICIANS AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:JUL 2012 By:JHW Sheet No.: C2 1 Z-CLIP LC1 wlND T = 248 lbs LC4 SNOW T = 300 ib5 ri r- T iIlllli 'ir 'w t-,LI` Z-CLIP Clip/Anchor Geometry A36 #clips 1 a 0.50 in 't' 3/16 in 'w' 1.00 in Section Property S= 1.0* 0.1875^2/6 lwt-/6=bd-i6) = 0.0059 in^3 Fb= 36,000 psi* 0.75 = 27,000 psi SNOW x1.33= 35,910 psi WIND Tension SNOW M= 300 lbs * 0.500 in; 1 = 150 in-lbs f,= 150 in-lbs/0.0059 in^3 25,600 psi ok l'ensiott WIND M= 248 lbs * 0.500 in/ 1 = 124 in-lbs fb= 124 in-lbs/0.0059 in^3 = 21,163 psi ok Use(1)3/16"x 1"Z-Clip • NORDLING Proj. No.: 12-248 41k.ir STRUCTURAL SW FAMILY PHYSICIANS ENGIN LLC ROSE CITY AWNING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUL 2012 By:JHW Sheet No.:C3 ASCE 7.05 Wind Force Standard i •- Compo laddin�, Method 2 Wind Speed : 95 mph Exposure: B Importance(Iw): 1.(1U Structure Type: Building-Components&Cladding Building Type: Enclosed Building Topographic Feature Height(h): 15 ft Homogeneous Height of Hill(h) 0 ft • qh : 11.29 psf Crest Length(L I) 0 ft G Cp : 1.4 corner zone Crest to Structure Dist(x) 0 ft Internal Pressure : 15.8 psf Ka: 0.85 Kl : 0.00 G Cpl: ±0.18 K2 : 0.00 Kzt: 1.00 K3 : 0.00 Snow Drift Analysis OSSC 08-01,May 7 2008 Snow Loads L upper 70'-0" Ground Snow Load 15 psf L lower 5'-0" Roof Snow Load 10.5 psf Drift Type Lower Structure W 9.85 ft Upper Roof Pitch 0/12 Seperation Distance 0 Height Hr(hc+hb) 30'-0" Drift Surcharge Only Considered When Drift Surcharge Applies ? hc/hb>0.2(hc=hr-hb)[(hr-hb)/hb>0.2] = 44.57 Yes hd=(0.43(Lu^(1/3))* ((Pg+10(1/4))-1.5)* ((20-S)/20) 2.46 ft hb=Pf/y 0.66 ft. y =0.13Pg+14.0<=30 pcf 15.95 pcf SUMMARY Surcharge Load due to Drifting Pd 39 ps f Drift Load at Lower Roof Edge 19 psf NORDLING Proj. No.: 12-248 • in5tSTRUCTURAL SW FAMILY PHYSICIANS ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUL 2012 By:JHW Sheet No.: D1 I" x I" x 11e" ALUMINUM TUBE SECTION PROPERTIES Area • 0 . 438 Bounding Box X : 0 . 500 : : 0 . 500 Y : 0 . 500 : : 0 . 500 i 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 47.20 0.00 0 2 0.00 11.00 0.00 0 3 59.00 11.00 0.00 0 4 59.00 0.00 0.00 0 5 29.50 29.10 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 Members Member NJ NK Description Section Material dO dL Ig factor [in] [in] 1 1 5 Frame TA 1.0 x 1.0 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 2 3 4 Frame TA 1.0 x 1.0 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 3 1 2 Frame TA 1.0 x 1.0 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 4 2 3 Frame TA 1.0 x 1.0 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 5 5 3 Frame TA 1.0 x 1.0 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 6 2 5 Frame TA 1.0 x 1.0 x 0.125 Fy 15(Aluminum) 0.00 0.00 0.00 • NORDLING Proj. No.: 12-248 t1.4 SW FAMILY PHYSICIANS STRUCTURAL AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th.Suite 200•Beaverton OR.97008 Date: JUL 2012 By: JHW 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 5 Y -3.00 -3.00 0.00 No 100.00 Yes wl 1 2 40.00 40.00 0.00 No 100.00 Yes 2 2 40.00 40.00 0.00 No 100.00 Yes 5 2 40.00 40.00 0.00 No 100.00 Yes sl 1 Y -83.00 -66.50 0.00 Yes 100.00 Yes 5 Y -66.50 -50.00 0.00 No 100.00 Yes Analysis Results Reactions Forces[Lb] Moments f Lb*ft] Node FX FY FZ MX MY MZ Condition LC1=dI+wl 1 91 -179 0.00000 0.00000 0.00000 0.00000 2 -248 0 0.00000 0.00000 0.00000 0.00000 Condition LC2=dI-wI 1 -119 213 0.00000 0.00000 0.00000 0.00000 2 276 0 0.00000 0.00000 0.00000 0.00000 Condition LC4=dl+sl 1 -300 400 0.00000 0.00000 0.00000 0.00000 2 300 0 0.00000 0.00000 0.00000 0.00000 NORDLING Proj. No.: 12-248 • STRUCTURAL SW FAMILY PHYSICIANS AWNING ENGINEERS, LLC ROSE CITY AWNING 0775 SW iuth.Suite 200•Beaverton OR,97008 Date:JUL 2012 By:JHW Sheet No.: D3 Load conditions to be included in design: LC1=d1+wl LC2=dl-wl LC4=dl+sl Description Section Member Ctrl Eq. Ratio Status Reference Frame TA 1.0x 1.0x0.125 1 LC4 at 100.00% 0.54 OK (H1-1b) 2 LC1 at 0.00% 0.16 OK (Sec.F) 3 LC4 at 0.00% 0.23 OK (H1-1b) 4 LC4 at 100.00% 0.18 OK (H1-1b) 5 LC4 at 0.00% 0.49 OK (H1-1b) 6 LC4 at 0.00% 0.10 OK (Sec.E) 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=d I+sl 0% 0.000 393 88 -23 0.000 0.000 0.000 42% 14.709 340 2 31 0.000 0.000 0.000 100% 34.610 276 -102 -54 0.000 0.000 0.000 TA 1.0 x 1.0 x 0.125 Constants Member 1 1 1 b 1.000 in nu 1.95 Load Case LC4 LC4 LC4 d 1.000 in ny 1.65 Dist to J [ft] 5.77 5.77 5.77 t 0.125 in na 1.2 Axial [Lb] 393 340 276 . A 0.438 m z Bc 27.64 V22 [Lb] 88 2 -102 . Av 0.250 to z Dc 0.14 M33 [Lb*ft] -23 32 -54 . Ix 0.057 in 4 Cc 78.38 V33 [Lb] 0 0 0 . Sx 0.114 1n 3 Bs 17.63 M22 [Lb*ft] 0 0 0 rx 0.361 in Ds 0.07 Iy 0.057 in4 Cs 98.14 tb 33 psi 2,422 3,370 5.688 Sy 0.114 in3 fb 22 psi 0 0 0 ty 0.361 in Fv 8.485 psi fv psi 201 5 233 J 0.114 in4 Ft 15.385 psi fa psi 0 0 0 ft psi 898 777 631 6063-T6 165 pcf Fb33 psi 9,955 9,955 9,955 Ftu 30 ksi 0.50 plf Fb22 psi 9,955 9.955 9,955 Fty 25 ksi Fa psi 1,390 1,390 1.390 Fcy 25 ksi Fsu 19 ksi Fb&Fa Eq4.1.1-1 0.21 0.29 0.49 Fsy 14 ksi Fb&Fa Eg4.1.1-2 0.24 0.34 0.57 E 10,100 ksi Ft& Fb Eq 4.1.2-1 0.30 0.39 0.61 kt 1.00 Fv,Fa,&Fb Eq 4.4-1 0.06 0.11 0.33 kc 1.12 Type 2 NORDLING Proj. No.: 12-248 SW FAMILY PHYSICIANS 116( STRUCTURAL AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW t i 1th,Suite 200•Beaverton OR.97008 Date:JUL 2012 By:JHW Sheet No.: D4 1 LAG SCREW CAPACITIES (PER 2001 NDS) Lag Screw Main Member Side Member Size 3/8"0 Member 2, Member 3/16" Steel Plate Penetration 2.28" Species DF-L#2 VGDL Species Steel A36 Fyb 45,000 Load Angle 0° Load Angle 0° , #in Row (1) Thickness 1.5 Thickness 0.1875 Spacing in Row 36" Width 5.5 Width 12 Row Spacing 36" E 1,600,000 E 29,000,000 Re 0.10 Fe II 5,600 Fe II 58.000 Rt 8.00 Fe_i_ 3,646 Fe j_ 0 k,, 1.00 Fesm 5,600 Fess 58,000 k3 7.22 Spacing Distance End Distance minimum 1.50" minimum I I 2.63" minimum_L 1.50" Row Spacing minimum I I 0.56" Edge Distance minimum_L 0.56" /D 0.50 minimum 0.56" W' = 695 lbs Adjustment Factors Z' = 424 lbs CD 1.00 Live Yeild Mode CM 1.00 Dry Mode IS (11.3-2) Z= 1,020 lbs G 1.00 T<=100° Mode Me (11.3-s) Z= 424 lbs CS L00 Group Action Mode IV (11.3-6) Z= 544 lbs Co 1.00 Distance&Spacing NORDLING Proj. No.: 12-248 STRUCTURAL SW FAMILY PHYSICIANS AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:JUL 2012 By: JHW Sheet No.: D5 r ammo war 1 1. SUNHRELLA FABRIC-4608 BLACK W/ BLACK ?HD. 4 . WELT. 2.REFER TO ENG.CALLS FOR ANCHORING 3. FOR VISUAL REP. SEE FILE PHOTO. 8'-9' , pi !!,!!!!Ahihihhihn!,!,,,!„,! !!!!!„,,,,!!!!! I' X 1. 2 1/8' ALUM. J TUBING (T YP,) iY 12'"1 3' •/" I 5'-(1. TYP. (4 PLCS.) STUD WALL r PROPOSED AWNING PROPOSED AWNING FRAME HEADER BM. DBL, OUTSV ING z DR. V/18' TRANSOMS 6'GOLD FILM LETTERS ' ihk ON LEFT GABLE AND thiii...FREINT VALANCE �� FA SUNBRIHREC LL A T.O.S]DEVALK Date ` y1_ � 11900 S W FAMILY PHYSICIANS RIGIVALE D NCE BUILDING ELEVATION RUSE CITY AWNING S'!-0' IPOR7 AND ORR 97209TREEi PROPOSED AWNING Aor r..+'r. SOUTHWEST FAMILY PHYSICIANS 11900 SW GREENBURG RD. TIGARD. DR 97223 wrr r 1 AWNINGS 7/6/12 1 r. N.T.S. 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