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Plans (21) .►• • Manufacture and install; RECE 0 Two (2) d/f ilium, multi- tenant monument displays. (J Sca.1 JJ2 " =1' JAN 0 2 200E End CITY OF r!GARC� 6' -3" pole cover BU�LD�NG vISON 18 37.46sf Specifications: 01 sign cab.vo 1_ 5' -8" cabinet 12" 1 83'x65° 4 -3" pole cover ®A Cabinet's - Alum. fabricated with no.13 rtnr. 1 P Fluor ilium. Paint Duranodic Dk.Bronze. 3" 3" Top hinge for service 4______} - 112" Retainers ci Face /s - Flat sheet White Lexan. With vinyl divider lines 1/2" Duranodic. Tenant Copy - Vinyl first surface. �°/ 3 Pole cover /s - Alum.fabricated from .063 ". — Tex coat and paint Miller Snow Ballet 8690W. Leaving 2." vertical stripe un -texed and painted Duranodic Dk.Bronze l Y 0 Verity voltage RI U - Tenant, t CO ' s Sign Cabinet vlo: 5'5 "x6'11 " - . 1,, 37.46 sqft 0 vertical stripe I CITY OF TIGARD 0 . Approved/2 [ t - - 1 Conditionally Approved..........—.. [ 1 See Letter to: Follow....... .... [ 1 Attached . 1 Permit N I her: G OA L Add - r_a►�� . l am` By: . _ __Date: /gym *m Iube_t 109617 A. Conant 9-13-07 [ ] Approved y Q U O T E NUMBER 1214 SALESPERSON L. Dailey G A A T T E [ ] Approved with changes noted Tigard Town Square 1--.E REVISIONS Architectural & Electrical Displays C u s T D M E 9 S I G N A T U R E — y ° a N g � CUSTOMER NUMBER DRAWN BY 10-31-07 (LD) Chng. Quantity o ! o �+ Ti and Town S to two. DATE 16200 SW Pacific Hwy. t U ° 1 ° ° � 4243 -A SE International Way 9 Sq. ,2 2 ny y Portland, OR 97222 FILE NAME CHECKED BY Tigard, OR 97224 TEL 5 0 3 - 6 5 3 - 1 1 3 3 12-3-07 RedUCeCab LANDLORD SIGNATURE .g ° LL' 2 Fa °d com for code com o :2-'8 DATE 503 - 659 -9191 DATE OFFICE COPY ° U Vlo Measurements of Existing Sign Cabinets . ; Y . p - TIGAP T , ,,„' N� L. SQUARE , , I- ' DTp E = t wn► sou 1+ l b e t"t'S ° n! - 2'-1" x 10' -7" =22.05 sqft r� ; , id . K t Y e )1.-4,,, . ' -, ilt, 4 M d 1' -7" x 10' -7 "_— - n _ '� � -16.76 sgft r 1 ; ,: 4 7 � 1 _1%7" x 10' -7" ' =16.76 sqft Overall Area of existing signs: 67.03 sqft a, , ; f" r. ft Combined Area of '`` existing and proposed 4. , 4' '. signs: , , . 37.46 sqft + 67.03 sqft .,, f: 4 r ,.,, :, ; = 104.49 sqft. t� * ,, ; • .. - Existing Free - standing Sign Existing Free - standing Sign on Durham Rd. Frontage on Pacific Hwy. Frontage Overall height: 19 *Sign area calculations performed according to Overall height: 19 3.833 the City of Tigard sign code, 18.780.085.A.2(a) . Awl, S. W. DURHAM RD. (CO . RD. NO. 429) EXISTING SIGN >arT -r LOCATION OF PROPOSED SIGN • i� v +H . r...• t fi aA i ams. L ., d a EXISTING SII pi P %p,,,,,, 4 T P P s t 0 • • • • • • • • • • • • h %' i LL1 0- % YI 4,,, 41.0 � ' >/ Ike �i ALA, > ' Q el �;�.�. „� t� YYYYYY� Q4 O . �” QQ i x = z 1 r " :4.411 - _ Z eF 3 t. R AI BUFFET M Q g \t ALB�RTSON'S I AI E 8 ,77 S 3 = / • y ' Y4..T ■ a 1 a I 3 / /0 \ • in • 4 U \\\\\�\ \ \\w ' RyT14Is rxw . . ..�_... ° .....� x -, i. / KIRA MSC COM .9r ' moor A . ,,.�....— �..o 1 t .a we"g �i ■ �i�� — � .... / 31 _ ` ® SITE PLAN TOTAL • ...r9 _ rAx LOT Iwo • } m MARSI�LLS =`"~ Ail 1 , „ VA \ \ \ \ \\ 41i I Trs Yor omao ISSUED/ REVISED DATE rOrA, AF£l.. 190 AC TA% lDT 1900 r Y m . , TOTAL A9G 0.07 AC LOCH ' N • � �� / . r '�// ]S]0• Toin� T62 LOT 2600 17 I PRO • - D SI y 7 � t / DOLLAR TREE f yo.� � >r , _�. `� ��� �i TUESDAY MORNING ifilliW1111 �1 1� II�� 7 / __ ' u LOT m oo t.. DEVELOPMENT SITE 1 k ---,I , 4 I'' II". ' I I I TOT. AREA. 8 4 Ac c.+m ...;„i PLAN illip, • I Ir• __ • . xr PAR i ri-) DESIGN DEVELOPMENT • Calculation per U.B.0 1997 Exposure: I B II Wind Load: 80 I Date: 12/5/2007 Design Wind Pressure p= CeCqCf -1 Job Name: Tigard Town Square 0 -15 14.24 Location: Tigard 15 -20 15.38 Manulacture and install; Calculated By: Rigel Aldridge 20 -25 16.53 Two (2) d/t ilium. multi - tenant monument displays. Sca.1 /2• =1' Wind Load 80 - B 25 -30 17.45 30 -40 19.29 son (Overall Height: I 10 I 40 -60 21.81 ti 6' - 3• pole cover 60 -80 23.88 � r� 4 winnow 80 -100 25.95 Mer I 3 , I 4 I 3 I „ Sq Ft. Height to I/ - - ' - 2 °Relewn Section Section Height Section Width Area Pressure P.S.F Force Lb. Cntr - Ft. Moment Lb. -Ft. Tenant ~� A 1.75 5.67 9.92 14.24 141.30 9.13 1289.33 ® B 5.75 6.25 35.94 14.24 511.75 3.88 1983.03 _ Tena C 2.25 4.25 9.56 14.24 136.17 1.13 153.19 Tenant © Totals 55.42 789.22 3425.55 12 i A Tenant S req = (Moment Lb. -Ft. total) X 36 X .6 X 1.33 S req = 1.43 in3 ( For Single Pole Sign) '' N Tenant 1000 Tenant 1Description of Pipe Required Wall Lb. / Ft. Sm. in3 OK _ Option A 4" SCH 40 PIPE 0.237 10.79 3.21 - * - - Option B 6" SCH 40 PIPE 0.28 18.87 8.5 iii :7, 4 ® vertical stripe Foundation Calculation ( 1500 lb # Foundation / Lateral Preasure ) 0.79 Single Pole Sign p= � - Double Pole Sign p= 0.39 h= 4.340 Single Pole A= 2.34 X p ( 0.79 ) A= 1.236 3.25 I / 3 x .3 I 3.25 I 3.25 4" sch. 40 pipe (L 0.325F) (Ftg. width) (Ftg. 4.596 th) 0.618 5.038 Footings are 3' -3" x 3' -3" x 3' -3" d= A 1+ SORT ( 1+ 4.36 x h ) d= 3.114 2 A IFooting Dimentions Width: 3.25 Lenght: 3.25 Depth: 3.114 Yds. Concrete 1 1.218367 # of Bags 65.79 • • JOB 'P 246 - ' ' - ZTec ENGINEERS, INC. SHEET NO I. J'i • .► 3737 S.E. 8th Avenue P��ff��c r P CALCULATED BY P-bs � � PORTLAND, OREGON 97202 -3761 (503) 235 -8795 CHECKED BY -- JAW 2 ZOOU SCALE GITY OF TIGARD °UILOII' ADIVISIO N J�IfZJ�G�i:2,� per/ 7 /-et ae T aw 5(;66(24E l2.0 T %P 4u-2 -A Wig 1.100244 wbu tAtt, I LUWALLVC. ET tl 22c 43 9 PRo, 4 0 4 1 , G1 N FF Of • - OREGON D PRODUCT 207 Calculations per I.B.C. 2003 Wind Mph:l 100lexposure lb Date: 12/4/2007 design Wind Pressure p= CeCqCf qs Job Name: TIGARD TOWN SQUARE Ht. Force Sign: MONUMENT - SINGLE POLE 0 -15 14.24 Calculated by: RbS 15 -20 15.38 Wind Load: 100MPH - 3SEC 20 -25 16.53 Overall Height: 10 ft. 25 -30 17.45 30 -40 19.29 ftg diameter: 3.5 ft. 40 -60 21.81 ftg length 3.5 ft. 60 -80 23.88 depth assumed 3.5 ft. 80 -100 25.95 sq. ft. wind Force moment ht. moment Section Ht. width area load Lb. ft. ft. lbs. a 1.75 6 10.5 14.24 149.52 9.13 1365.118 b 5.75 6.5 37.375 14.24 532.22 3.88 2065.014 c 2.25 4.5 10.125 14.24 144.18 1.13 162.9234 d 0 0 0 0 e 0 0 . 0 0 58 825.92 0 3593.055 Xbar = sum moment/sum force = 4.35 ft. 12 S req = (moment Lb -ft total)X 36x.6x1.33 S req = 1.50 inA3 1000 1 pole (1) pole Description of pipe required wall thick wt. / ft Sx (inA3) option A 3" sch 40 pipe 0.216 7.258 1.72 option B 4" sq. tube 0.1875 9.42 3.3 option B 4" DIA. PIPE 0.237 10.79 3.21 Foundation Calculation (1500 psf/ ft of depth) Single pole p = 0.82592 S1 = 1.429167 single POLE FOUNDATION A = 2.34 * P = 1.35 S1*b d = A *(1 +(1 +(4.36h/A)) ^0.5 = 3,30 ft deep 2.00 footing deminisions width: 3.5 feet length: 3.5 feet deep: 3.30 feet . JOB: P2464-29 TUBE ART - TIGARD TOWN SOR ZTec ENGINEERS, INC. SHEET I OF I _ 3131 S.E. 8th AVE. CALC'D BY R SeIlarde DATE _ 12/5/01 PORTLAND, OREGON 91202 CHECKED DATE (503) 235 -S195 FAX 233 -1889 SCALE AS NOTED PLOTTED 12/05/01 2006 15C 100 MPH -3SEC. GUSTS, EXP b GENERAL NOTES: 1. WIND 100 MPH - 3 SEC GUST EXP b 2. CONCRETE f'c= 2500 PSI e 28 DAYS 3. RESTEEL Fy = 40,000 PSI AST7'1 A106 GRADE 40 4. STEEL PIPE ASTM A53, OR A500 GRADE 6 5. 46 SQ. FT. SIGN FACE N 6 ' I- I 1' -6° ALUM. CABINET POLE COVERS I I '' it ■ w 61 (I)0- uW ,f) m ORIGINAL SOIL N ` UNDISTURBED '9 � j � SOIL A } DOBEE THE PIPE 31 -6" OFF THE SOIL SIGN ELEVATION SIDE ELEVATION IBC SOIL CLASS 4 SCALE: 1/4" =1' SCALE: I/4" =1' SANDY CLAY. CONTACT ENGINEER IF SOIL CONDITIONS DIFFER /A,\N PROF Ci� NE � 0, 9384 P' �� FA ' I ie ' GON A EXPIRES 06/30/08