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SGN1998-00046 , • CITY OF TIGARD „„,8i DEVELOPMENT SERVICES , 13125 SW HaII Blvd., Tigard, OR 97223 (503) 639 -4171 SIGN PERMIT PERMIT #: SGN98 -0046 DATE ISSUED • 05/06/98 PARCEL ° 2S1O1DA -00105 ZONE • C —P JURISDICTION...: TIG BUSINESS NAME..: HOMESTEAD VILLAGE SIGN LOCATION..: 13009 SW 68TH PKWY #A APPLICANT /AGENT: HOMESTEAD VILLAGE INC BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (Y) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS • 3' X 10' TOTAL SIGN AREA 30 sq.ft. WALL AREA • 0 sq.ft. WALL FACE (DIRECTION): NA • SIGN HEIGHT - 3 ft. PROJECTION FROM WALL.: 0 in. ILLUMINATION INT DESCRIPTION OF SIGN: Installing a permanent freestanding sign, previous SG N98 -0019 voided as location of sign placement is to be changed. Sign is less than 3' in heig ht so will not impact visual clearance area. MATERIALS ° ALUM & PLAST EXISTING SIGNS.......: 1 ELECTRICAL PERMIT REQUIRED: Y BUILDING PERMIT REQUIRED..: N ADMINISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 50.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved approved plans. A sign permit shall expire 90 days from approval date. A temporary sign shall expire 30 days from approval date. A balloon sign shall expir s from approval date. APPROVED Y: PERMITTEE SIGNATURE: DATE: 05/06/98 SIGN PERMIT APPLICATION i i ,��,,, 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 FAX.. (503) 684 -7297 CITY OF TIGARD GENERAL INFORMATION (PLEASE PRINT CLEARLY} Sign Address /Location: / 300 Stu ( G , �._it,,, - 1 FOR STAFF USE ONLY Name of Tenant/Business: /4—, , .a".P ( .,.r - Date Rece �� Address: moo-. - licant/A ent/Contact Person: , _ \ Received By: PP 9 s.,i,- .,.a<9 - A o Permit No.(s): /� , �. — art Sign Company' Q..,,. `.. Phone:. I "5:2 6_,V,16::7" -7j Permit Fee: Address: 76 T"� Q--f- q / 6 City:So.� State: (9-i . Zip: q -)as l Receipt No.: — - > //�� ✓✓,, Approved B : ..! fA a 14/. Sign Company C.C.B. #: ?„ 1 Date of Approval: 5'b-9g I Expiration Date: , "l. - :27 -0c Expiration Date: V &i '9 5( City of Tigard Business Tax #: r _r (or) Expiration Date: Zoning: Metro Business License*: 20 1 . ptg. 56 19 Expiration Date: I - I - 9 e Electrical Permit Required? Yes No ❑ Proposed Sign: (check as many as applicable) Building Permit Required? Yes ❑ No Fj - 5 ( 0 .1 j Permanent V Freestanding p' Freeway ❑ Rev. 12/27/96 l:\curpinlmasters\spa.doc Temporary ❑ Wall ❑ Electronic ❑ Other ❑ Billboard ❑ Balloon ❑ • Sign Dimensions: 4) - ‘3 L- — f O Total Sign Areas (sq. ft.): 3 0 , REQUIRED SUBMITTAL ELEMENTS Total Wall Area (sq. ft.): Direction Wall Faces: (circle one) N S E W NE NW SE SW Completed Application Form Height (ft.): 12'" Site /Plot Plan Drawn to Scale Projection from Wall: (2 copies, 3 if a building permit is required) Illumination: Yes Q' No ❑ Type: Internal ' External ❑ ❑ Elevations Drawn to Scale p (2 copies, 3 if a building permit is required) U.L. Label #: 0 Applicant's Statement Copy: �// 4 Co / - / ,r / .� / ` , ., 0 Fee (Permanent Sign, any size) $50.00 - - Materials: C.CL.-4 .4 f Stali -7; ' ❑ Fee (Temporary Sign) $15.00 Are there any Existing Signs at this Location? Yes p' No ❑ I certify that I am the recorded owner of the if yes, a list of all sign dimensions must also be submitted) or an agent authorized by the owner. ,SF 4t)a- �«�.., ,l -rep'K G -3 " property 9 Y NOTE: c;) If work authorized under a sign permit has not been ,� completed within ninety days after the issuance of the V V1 lt permit. THE PERMIT SHALL BECOME NULL AND VOID. f Appli a 's Signature 1 f h _ 1 U , 4 NT o /ox 3 = 3v x 14 /- S c,- c ,a,-? z15' X a 4. 3 q P s F sl--c,t° t = 16 5 - 3 rn ; b x H x 1.11 e.., , _ X u.):,,,,,,1 1. o- C p 5f a - , 0,5 -7 -2..,.. 6 •.2 o 3 0,;,._ - 0.D-1(2 wa-2R • 1 a -0- }Iome5tead Village j cam,. b > ° 41.4-``- b '^I o . I`'EEKLY' STL I IOS 40' M c ,, 0 } l rn� s 0 , c, I, 1 �e & Q IS to ,,t a ' '4 r01, 6 4 . S x 3 •ft ` J b 6 f c± t, V � r ■ = A .) '` a „ c r, 1 - .1 C 1 v x � v cow, cam} a r�2-a L. S F �J , 7 5 G,.., V ._.1- -- 2.‘.. _ / 5�. - 7 5 G • - Fs cl Ge c_o, -.44Z ...___ CITY OF TIGARD • Approved i Conditionally Approved [ ;1 For only the wor d s�b Y �i� � PERMIT NO. CXY/6 3 See letter to: Follow [ J: 3 Attach I 1 8 �� Date: 1-----Go -9r 5,ea�e_ a =--- / f , , 1 R • • iiec Engineers, Inc. 12- Aug -S6 ZTec Enginers, Inc. 1. Directions to use the charts and graphs 2. Determine the wind load for the sign ht. Is it 80,90 or 100 MPH wind speed? WIND LOAD FORCES, PSF Exposure C sign ht. 80 MPH 90MPH 100 MPH 0' < ht.< 15' 24.34 30.87 49.82 15' < ht. < 20' 25.94 32.91 51.97 20' <ht.<25 27.32 34.65 53.76 3. Calculate the face area of the sign times center of sign Moment : bth*ht.(centerline) +Wind Load(psf) 4. WITH THE MOMENTS CALCULATED GO TO THE TABLES AND SELECT THE FOLLOWING: POLE SIZE, FOOTING SIZE DESIGN EXAMPLE Wind design Factors Let : L : 10 ft. P : Ce *Cq *i *gs b : 5 ft. where Ce ht.: 15 ft. Exposure Exposure Exposure ht. B C D Calulate the face area * ht.: b * L t ht. 0' -15' 0.62 1.06 1.39 5 * 10 * 15 : 750 FT. ' 3. 20' 0.67 1.13 1.45 25' 0.72 1.19 1.5 Wind force per square foot 30' 0.76 1.23 1.54 80 MPH , wind zone : 28.5 psf Cq : 1.4 for signs Moment : face area * ht.* wind force qs (80 mph) : 16.4 psf qs (100 mph) 750 * 28.5: 21375 ft. lbs. qs (90 mph) : 20.8 psf or 21375/1000 : 21.375 kip ft. P(80mph) : 28.5 PSF Select from the tables the pole required P(90 mph) : 35.8 PSF Go to the tables with the moment of 21.38 k -ft., on the appropriate chart and select the footing size for the appropraite wind exposure. Choose 3'x5'x6.5' deep or 5'x5'x4' deep is another possibility. 5 Ziec Engineers, Inc. il-ocL-,0 - 6. Design Table - 80 iph wind, Exposure C, Sign Height < 25 ft. • Footing size Morent OT ' Face Area Hoaent Section Pipe size Twall Width Length Depth /1.5 x h k -ft in - 3 Dia.(in.) in. ft. ft. ft. k -ft. 10 0.29 0.13 ..-3._ 0.216 1.5 1.5 __ 2 0.337 - "'.=.--20.-- _ 0.51. -_ , 0.26 3 -- '0.216 1.5 ' 1.5 : 3.5 0.591\ 30 0.86 0.40 3 0.216 2 .2 2.5 1.000 40 1.14 0.53 3 0.216 2 2 3 1.200 50 1.43 0.66 3 0.216 2 2 3.5 1.400 60 1.71 0.79 3 0.216 2 4 1.5 2.400 70 2.00 0.92 3 0.216 2 3 3 2.700 80 2.28 1.05 3 0.216 2 4 2.5 4.000 90 2.57 1.19 3 0.216 2 4 2 3.200 100 2.86 1.32 3 0.216 2 4 2.5 4.000 200 5.71 2.64 4 0.237 2 4 4 6.400 300 8.57 3.95 5 0.258 3 4 4 9.600 400 11.42 5.27 5 0.258 3 4 5 12.000 500 14.28 6.59 6 0.28 3 4 6 14.400 600 17.14 7.91 6 0.28 3 5 5 18.750 700 19.99 9.23 8 0.322 3 5 5.5 20.625 800 22.85 10.55 8 0.322 3 5 6.5 24.375 900 25.70 11.86 8 0.322 3 6 5 27.000 1000 28.56 13.18 8 0.322 3 6 5.5 29.700 1100 31.42 1450 8 0.322 3 6 6 32.400 1200 34.27 15.82 8 0.322 3 6 6.5 35.100 1300 37.13 17.14 10 0.365 4 % 8 3 38.400 1400 39.98 18.45 10 0.365 4 8 3.5 44.800 1500 42.84 19.77 10 0.365 4 8 3.5 44.800 1600 45.70 21.09 10 0.365 4 8 4 51.200 1700 48.55 22.41 10 0.365 4 8 4 51.200 1800 51.41 23.73 10 0.365 4 8 4.5 57.600 1900 54.26 25.04 10 0.365 4 8 4.5 57.600 2000 57.12 26.36 10 0.365 4 8 5 64.000 2100 59.98 27.68 10 0.365 4 8 5 64.000 2200 62.83 29.00 10 0.365 4 8 5.5 70.400 2300 65.69 30.32 12 0.375 4 9 4.5 72.900 2400 68.54 31.64 12 0.375 4 9 4.5 72.900 2500 71.40 32.95 12 0.375 4 9 5 81.000 2600 74.26 34.27 12 0.375 4 .9 5 81.000 2700 77.11 35.59 12 0.375 4 9 5 81.000 2800 79.97 36.91 12 0.375 4 9 5.5 89.100 2900 82.82 38.23 12 0.375 4 9 5.5 89.100 3000 85.68 39.54 12 0.375 4 9 5.5 89.100 3100 88.54 40.86 12 0.375 4 9 5.5 89.100 3200 91.39 42.18 12 0.375 4 9 6 97.200 3300 94.25 43.50 12 0.375 4 9 6 97.200 3400 97.10 44.82 14 0.375 5 10 4 100.000 3500 99.96 46.14 14 0.375 5 10 4.5 112.500 3600 102.82 47.45 14 0.375 5 10 4.5 112.500 3700 105.67 48.77 14 0.375 5 10 4.25 106.250 3800 108.53 50.09 14 0.375 5 10 4.5 112.500 3900 111.38 51.41 14 0.375 5 10 4.75 118.750 4000 114.24 52.73 14 0.375 5 10 4.75 118.750 4100 117.10 54.04 16 0.375 6 10 4 120.000 4200 119.95 55.36 16 0.375 6 10 4.25 127.500 4300 122.81 56.68 16 0.375 6 10 4.25 127.500 4400 125.66 58.00 16 0.375 6 10 4.5 135.000 4500 128.52 59.32 16 0.375 6 10 • 4.5 135.000 4600 131.38 60.64 16 0.375 6 10 4.5 135.000 4700 134.23 61.95 16 0.375 6 10 4.5 135.000 I$ . Li-J , �• • t y ( Jam/ N- • • f i ._ .- i . _ ' ' V :. 1 0 49 0, $'9 lc CD� • II 4 . ; , 82.3 • ; 68.00 1-PK 0 - R.O.W. (.1/1111 ....,,,,, A ,...„ • iti„. _____,_. .. • •., ... L_____. ., , ..4ga .. •. i J • . • L �' C2 7 SAWCUT 4... �+ - -__ .; o • - 111 REMOVE E SIN . SIDWA K ;1 tN� TO 1 , .T NEAREST r��.NEY COST TIO '. • ---t r. . • - I: , — + ,.,_0 ,. . ..• C4 C Ls ,-- 11 74:2 .. °-- P • (..0-,, ; ..... : 3.x.11.' ig• ! 9^ 18.0 .t i • • . :42.0 - ' II � d - .-i •.) w I " • . ). . -- 24.0 \ of . _ .. _ < R2.5' co 4 _ 5.0 < 36.0 °' . - - • lill \ „ 135.8 .. • B 91 = • -: • ;6.0 • -: •' i i► j , 17 I•' ;. / A lc) . - /-4; 3 I . 1-• o-0 -ck /ox 3 30 x !dam l cam-. -�P i.fS x .2 U•• 3 q r"'s F s-L, fe- -(._ C = �6 � 7 5 3 yY, a- r- b x f-r x 0 ca-- -e-- x „:„..„.,...j A 1L (_ p s ) 10-0 }Io metead lv ia • 2 cam. ,e r b / , , ' 1' - ' ) I 4 00 WEEKLY . TL I)IUS , /X1 - ,:7 , :° _!ice . • . : " ri:. 7Mi •.7:-?'. .A':•.. ye. p. ,,. _ .bt:...i _ •.•i.:' . .D . 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Footing size Moient OT Face Area Mount Section Pipe size Twall Width Length Depth /1.5 x h k -ft in "3 Dia.(in.) in. ft. ft. ft. k -ft. 10 0.29 0.13 3 0.216 1.5 1.5 2 0.337 20 0.57 0.26 3 0.216 1.5 1.5 3.5 0.591 30 0.86 0.40 3 0.216 2 2 2.5 1.000 40 1.14 0.53 3 0.216 2 2 3 1.200 50 1.43 0.66 3 0.216 2 2 3.5 1.400 60 1.71 0.79 3 0.216 2 4 1.5 2.400 70 2.00 0.92 3 0.216 2 3 3 2.700 80 2.28 1.05 3 0.216 2 4 2.5 4.000 90 2.57 1.19 3 0.216 2 4 2 3.200 100 2.86 1.32 3 0.216 2 4 2.5 4.000 200 5.71 2.64 4 0.237 2 4 4 6.400 300 8.57 3.95 5 0.258 3 4 4 9.600 400 11.42 5.27 5 0.258 3 4 5 12.000 500 14.28 6.59 6 0.28 3 4 6 14.400 600 17.14 7.91 6 0.28 3 5 5 18.750 700 19.99 9.23 8 0.322 3 5 5.5 20.625 800 22.85 10.55 8 0.322 3 5 6.5 24.375 900 25.70 11.86 8 0.322 3 6 5 27.000 1000 28.56 13.18 8 0.322 3 6 5.5 29.700 1100 31.42 14.50 8 0.322 3 6 6 32.400 1200 34.27 15.82 8 0.322 3 6 6.5 35.100 1300 37.13 17.14 10 0.365 4 % 8 3 38.400 1400 39.98 18.45 10 0.365 4 8 3.5 44.800 1500 42.84 19.77 10 0.365 4 8 3.5 44.800 1600 45.70 21.09 10 0.365 4 8 4 51.200 1700 48.55 22.41 10 0.365 4 8 4 51.200 1800 51.41 23.73 10 0.365 4 8 4.5 57.600 1900 54.26 25.04 10 0.365 4 8 4.5 57.600 2000 57.12 26.36 10 0.365 4 8 5 64.000 2100 59.98 27.68 10 0.365 4 8 5 64.000 2200 62.83 29.00 10 0.365 4 8 5.5 70.400 2300 65.69 30.32 12 0.375 4 9 4.5 72.900 2400 68.54 31.64 12 0.375 4 9 4.5 72.900 2500 71.40 32.95 12 0.375 4 9 5 81.000 2600 74.26 34.27 12 0.375 4 9 5 81.000 2700 77.11 35.59 12 0.375 4 9 5 81.000 2800 79.97 36.91 12 0.375 4 9 5.5 89.100 2900 82.82 38.23 12 0.375 4 9 5.5 89.100 3000 85.68 39.54 12 0.375 4 9 5.5 89.100 3100 88.54 40.86 12 0.375 4 9 5.5 89.100 3200 91.39 42.18 12 0.375 4 9 6 97.200 3300 94.25 43.50 12 0.375 4 9 6 97.200 3400 97.10 44.82 14 0.375 5 10 4 100.000 3500 99.96 46.14 14 0.375 5 10 4.5 112.500 3600 102.82 47.45 14 0.375 5 10 4.5 112.500 3700 105.67 48.77 14 0.375 5 10 4.25 106.250 3800 108.53 50.09 14 0.375 5 10 4.5 112.500 3900 111.38 51.41 14 0.375 5 10 4.75 118.750 4000 114.24 52.73 14 0.375 5 10 4.75 118.750 4100 117.10 54.04 16 0.375 6 10 4 120.000 4200 119.95 55.36 16 0.375 6 10 4.25 127.500 4300 122.81 56.68 16 0.375 6 10 4.25 127.500 4400 125.66 58.00 16 0.375 6 10 4.5 135.000 4500 128.52 59.32 16 0.375 6 10 4.5 135.000 4600 131.38 60.64 16 0.375 6 10 4.5 135.000 4700 134.23 61.95 16 0.375 6 10 4.5 135.000 i A R. ' Ziec Engineers, Inc. 12- Eug -46 ZTec Enginers, Inc. 1. Directions to use the charts and graphs 2. Determine the wind load for the sign ht. Is it 80,90 or 100 MPH wind speed? WIND LOAD FORCES, PSI Exposure C sign ht. 80 MPH 90MPH 100 MPH 0' < ht.( 15' 401 30.87 49.82 15' < ht. < 20' 25.94 32.91 51.97 20' <ht.<25 27.32 34.65 53.76 3. Calculate the face area of the sign times center of sign Moment : b *h *ht.(centerline) *Wind Load(psf) 4. WITH THE MOMENTS CALCULATED GO TO THE TABLES AND SELECT THE FOLLOWING: POLE SIZE, FOOTING SIZE DESIGN EXAMPLE Wind design Factors Let : L : 10 ft. P : Ce *Cq *i *qs b : 5 ft. where Ce : ht. : 15 ft. Exposure Exposure Exposure ht. B C D Calulate the face area * ht. = b * L * ht. 0' -15' 0.62 1.06 1.39 5 * 10 * 15 : 750 FT. ' 3. 20' 0.67 1.13 1.45 25' 0.72 1.19 1.5 Wind force per square foot 30' 0.76 1.23 1.54 80 MPH , wind zone : 28.5 psf Cq : 1.4 for signs Moment : face area * ht.* wind force qs (80 mph) : 16.4 psf qs (100 mph) 750 * 28.5: 21375 ft. lbs. qs (90 mph) : 20.8 psf or 21375/1000 : 21.375 kip ft. P(80mph) : 28.5 PSF Select from the tables the pole required P(90 mph) : 35.8 PSF Go to the tables with the moment of 21.38 k -ft., on the appropriate chart and select the footing size for the appropraite rind exposure. Choose 3'x5'x6.5' deep or 5'x5'14' deep is another possibility. 5