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HomeMy WebLinkAboutPermit S05-018 - CINGULAR WIRELESSLINGULAR WIRELESS 16415 SOUTHCENTER PY 505-018 • City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Lkwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 5379200290 Address: 16415 SOUTHCENTER PY TUKW Suite No: Permit Number: S05-018 Issue Date: 03/07/2005 Permit Expires On: 09/03/2005 Business Name: CINGULAR WIRELESS Phone: Address: 16415 SOUTHCENTER PK, Property Owner: Name: ARGUS GROUP LTD Phone: Address: 17171 BOTHELL WAY Contact Person: Name: JIM MINAR Phone: 425 822-1200 Address: 815 8TH ST Contractor: Name: SIGN FACTORY, INC, THE Phone: 425-822-1200 Address: 815 8TH ST DESCRIPTION OF WORK: Replace the AT&T sign located on the canopy with a new Cingular Wireless sign. This will be considered a wall sign. Reface the existing pole sign Fees Collected: $284.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 675 0 0 0 Wall Sign Size (sq. feet): 30 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Street Frontage for Entire Lot: 270 Building Height (feet): 25 Sign Size (sq. feet): 50 Sign Height (feet and inches): 22' 0" Setback (feet): 25 Number of Sign Faces: 2 Freestanding Sign #2 0 0 0 0' 0" 0 0 Planning Division Authorized Signature; Date: b VYi,L� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. City of 1)ukwila 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMANENT SIGN PERMIT Parcel No.: 5379200290 Address: 16415 SOUTHCENTER PY TUKW Suite No: Permit Number: S05-018 Issue Date: 03/07/2005 Permit Expires On: 09/03/2005 Business Name: CINGULAR WIRELESS Phone: Address: 16415 SOUTHCENTER PK, Property Owner: Name: ARGUS GROUP LTD Phone: Address: 17171 BOTHELL WAY Contact Person: Name: JIM MINAR Phone: 425 822-1200 Address: 815 8TH ST Contractor: Name: SIGN FACTORY, INC, THE Phone: 425-822-1200 Address: 815 8TH ST DESCRIPTION OF WORK: Replace the AT&T sign located on the canopy with a new Cingular Wireless sign. This will be considered a wall sign. This permit does not cover the installation of a freestanding sign and is limited only to the one wall sign. Fees Collected: $184.00 PERMANENT SIGN: Zoning: TUC Sign Type: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 675 0 0 0 Wall Sign Size (sq. feet): 30 0 0 0 Sign Lighting: Face Residential Land: N N N N Freestanding Sign #1 Street Frontage for Entire Lot: 0 Building Height (feet): 0 Sign Size (sq. feet): 0 Sign Height (feet and inches): 0' 0" Setback (feet): 0 Number of Sign Faces: 0 Freestanding Sign #2 0 0 0 0' 0" 0 0 r Planning Division Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. II provisions of law and ordinances governing this work will be complied with, whether specified herein or not. doc: Permsign S05-018 Printed: 03-11-2005 City of fukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. doc: Permsign S05-018 Printed: 03-11-2005 SITE INSPECTION (PLANNING) File No. S05-018 Name of Tenant: Cingular Wireless Sign Address: 16415 Southcenter Parkway Date Photo Taken: 09-06-05 x Sign appears to conform to permit application Sign appears different from permit application Sign not installed as of Comments: Make new site visit and take photo by (date) City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 DATE: Tukwila, Washington 98188 206 431-3670 M PERMIT NO. —oLr RECEIVED MAR 0 4 ? PERMANENT SIGN PERMIT APPLICATION Please print C l v+P1 /- WWet. s /64 jam- .co tcT tc peAdre�,,a Business ame Address of Signhone l w1 LLlX C 2c.�, l ' 57` kit, irre. 1.09- 4,2y- e.)-2 /20 o Ap licant/Contact Address, City, State, Zip Phone f . 544 r~ gd s e `iii- /- ,9 Law 4_2-- (!??' !4 Contractor Address, City, State, Zip Phone 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings RECEIVED CITY OF TUKW ILA MAR 0 It 2045 • Locations of all existing and prop�osed'rc�NER Sign elevations with area calcu ndd dimensions Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $100 application fee per sign See back of form for examples Is yo yr sign a: Freestanding sign 15 or more feet in height sign with face 30 square feet or more in area all sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). VP Construction details to describe the proposed foundation or wall attachments (see back of form for examples) Log Structural calculations for the sign shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? L Yes ❑ No Wall t WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) where the sign will be mounted? (square feet) 1 615 'SS - Sign size(square feet) c.q' Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR zones. !`i C Does wall sign weigh more than 400 pounds?(Y/N) V (7 Sign illumination (internal/external/none) �p,rI'ed vro(L FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. 2� 6 , ,. Heighttof.building(feet)t Generally, signs may not be higher than the building with which they are associated --'/ Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area �^j1 J V ?'SigiVheighty(feet-inches). Structural review is required for signs 15 feet or more in height. .PI Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. t1 4( �( Number of sign faces INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information (shed by me is true and correct under penalty of perjury by law in the State of Washington, and that the a itp licable requirements of the City of T y' la will be Dat Zoning: A11 nature of , tur uthorized agent) FOR OFFICE USE ONLY 423- 2.Z-1200 Phone Planning review by: 0 Denied • 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: 0 Denied ❑ Approved 0 Approved with conditions RECEIVED MAR 04 2005' COMMUNITY DEVELOPMENT Page 05 of 09 Exterior Recommendations Site Number: RWA026 Existing Signage Sign No: Sign Type: Face Material: Graphic Material: Height: Width: Depth: Overall Above Height: Illuminated: Electrical: Wall Material: Propossed Signage Action Code: Sign Type: Description: Required Site Work 001 Channel Letters Flat Plastic Vinyl 18" Letters 201.19" Internally Illuminated Electrical Power Within 8' Remove/Replace Custom Custom J3i Letterset (Black In -Line Signature on Raceway) Message Face A: Message Face B: Restoration: Pc.,,n6o,b OV(4,1 (511 Comments: Install new 18" signature with custom raceway. New raceway to be mounted inside aluminum tube awning frame. New raceway to be painted to match awning. (See AT&T recommendation for details.) " Install "Wireless" on backing sheet as required to allow for level installation due to sloped/unlevel mounting conditions. Paint backing sheet to match raceway for illuminated channel letters. " Field verify that AT&T signage was installed. Existing photo is a morph from the previous recommendation package, it is not an as -built photo. RECEIVED MAR 0 4 2005 COMMUNITY DEVELOPMENT • 12-1' C1 l TOP VIEW 1 J SCALE 12'4' 12'-4' 3 9' 3. 1'-3' 1.25 THICK( STEEL BASE PLATE d (6) 1'0 X24' LONG 'X BOLTS PRIMARY ELECTRICAL 2 J FRONT ELEVATION \ 1 SCALE 1l4' - I' 0' 40.16 SO. FT COST SIGN INCORPORATED 1300 Wes/ Emhan7 H. AnohMm. CA 92302 (714) 320.9144 FAX (714) 520-3347 ;1;1 30 X 6'd' DEEP X 2500PSI CONCRETE FOOTING, FIE LOCATION: GICNGULAR 2004ENGINEERNG1clNG. 1LN(10001.GDR 2' PYLON, ORANGE FACE NOTES 8 SPECIFICATIONS - ORANGE FACE 0 ,177 WHITE TRANSLUCENT SOLAR GRADE ACRYSTEEL 37328 THERMO- FORMED SIGN FACE, FIRST SURFACE DECORATED WI CNGULAR ORANGE FILM. FORM AS SHOWN.'JACK' SYMBOL TO BE EMBOSSED. 1' MAX. REVERSED OUT TO WHITE. COPY TO BE APPLIED BACK FILM. NOTE: FORM LIP IN' LESS THAN APPLICABLE RETAINER AROUND PERIMETER OF THE SIGN FACE FOR RETENTION BY SIGN CABINET 02 VERTICAL SUPPORT TUBES TO (A30) 5' X 9' X .2S FORMAS SHOWN PAIINT FINISH TO BE LT GRAY METALLIC TO BE AKZO-NOBEL, GLOSS FINISH. WELD IN (A30) 5•x T X 2S HORIZONTAL SUPPORT TUBES TO STRENGTHEN STRUCTURE. O .125 5TEEL'GUSSET. PAINT TO LATCH 96659165 ORANGE, SATIN FINISH. WELD SUPPORT TUBES AND GRIND SMOOTH. SET GUSSET i' BACK FROM FACE OF VERTICAL SUPPORT TUBES. WELD TO HORIZONTAL SUPPORT TUBES TOP AND BOTTOM. 40.125' ALUM. REIENTKON RING. WELD TO ROLLED .125'ALUM. FILLER. PAINT TO MATCH PMSI165 ORANGE, SATIN FINISH. O .125 ALUM. FILLER. FORM AS SHOWN PAINT TO MATCH PMSI165 ORANGE, SATIN FINISH. .125 ROLLED ALUM. ACCESS DOORS. PAINT TO MATCH P6656165 ORANGE. SATIN FINISH. HINGE AT TOP. SECURE AT SIDES WI COUNTER SUNK FLATHEAD STAINLESS STEEL SCREWS. PAINT HEADS TO MATCH. 07 .25' ROLLED STEEL SIGN HEAD MOUNTING PLATE. FORMAS SHOWN. WELD TO TOP OF EACH VERTICAL SUPPORT TUBES. FOLLOW RADIUS OF SIGN HEAD. WELD THREADED STUDS ON TOP OF PLATE FOR BOLT CONNECTION OF SIGN HEAD TO VERTICAL SUPPORT TUBES. PAINTAKZONOBEL 349143 LT. GRAY METALLIC. GLOSS FINISH NOTE: PROVIDE HOLE IN PLATE ABOVE COLUMN 10 CARRY ELECTRICAL SERVICE FOR CONNECTION OF POWER TO SIGN HEAD. 80.125 ROLLED STEEL CAP TO PREVENT WATER d DEBRIS FROM ACCUMULATING BETWEEN GUSSETS. FABRICATE AS SHOWN. PAINT TO MATCH PM50165 ORANGE, SATIN FINISH. ELECTRICAL SPECIFICATIONS: TOTAL AMPS- 2.4 USE (01120A. 120V CIRCUITS (RECOMMENDED) VERIFY CIRCUITS WITH LICENSED ELECTRICAL CONTRACTOR. AU. SIGNAGE WILBE UL LISTED, LA2161 COMPLIANT AND CARRY UL LABELS. ELECTRICAL COMPONENTS TO BE UL LISTED AND INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC) ALL WIRING SHALL BE 12 GA THHN INSTALL TOGGLE SWITCH OF OPERATE (ON/OFF) IN THE HORIZONTAL POSITION. c_30 REVISION NOTES' kiUmi DESCRIPTION ENGINEERING DRAWING LATE 12112(04 PROJECT NAME CINGULAR WIRELESS COWSIGN DFSC1IP110N (SHORT) 4'- 12'4weakens/Coal' DF PYLON, ORANGE FACE. This is en «ipMW unpublished draw r9PRODUCT Sign, Inc. 4'n submitted tor 0 NUMBER CING-PYLN-0000l Sheet l 013 A SCALE Noted ADDRESS CUSTOMER DESCRIPTION (IP APPLICABLE) A3o yourP'a«W "'° `onucctomm pan`°"NKOa" "" • essence »r.n auw .u+.aaa disclosed marry arm«mp«obon =WOO... my ® ® DRAWN BY TN CITY ESTATE CLIENT APPROVAL DATE our whatsoever without ins. Q ® C1 1 TOP VIEW (WITH OUT RETAINERS) 2 J SCALE 7.8 7-6' 7-6' (4) 1 -17X1 -112X.125 ALUM. SO. TUBE 7-6 s'(1r OPENING l/ 5717 LNG I� y (1)120112MWDL FLUORESCENT LAMP (2) F96T12M0/DL FLUORESCENT LAMP 1/4' STEEL PLATE: 5'-5 LONG X 9' WIDE. WELDED (8) W-13 X 1' STUDS ON TOP OF PLATE FOR BOLTS CONNECTIONS OF SIGN HEAD Cr) FRONT 2 SCALE s ° .. J 187( TION 207 5 CIC X'=1'-0' INCORPORATEDSIGN 1500 Wed Embassy 51. Anaheim, CA 92802 (714) 520-9144 FAX (714) 510-5847 (4) 1•1/7X1•1/27.125`. ALUM. SO. TUBE X' FLEXIBLE CONDUIT s�15 AMP PRE-ASSEM i.,. DISCONNECT SWITCH 114' THICK ALUM. INNER PLATE 0' LONG X 8' WIDE DRILL70 HOLES FOR ELECTRICAL 57(9'X114' THICK TS 3' r 3' {{ fl WITH SEE FLOURESCENT LAMPS '• O EXTRUSION RACEWAY 1-17 ANGLE CLIP .1 .' WELD TO FLAT BAR • 114' THICK STEEL PLATE (4) 1 -17X1 -17X.125 ALUM. SO. TUBE 114' THICK ALUM. INNER PLATE ( 4 1 K DETAIL BLOW UP 2 J SCALE 1-17.1'-a C2 SIDE VIEW SCALE FILE LOCATION: GCITGUAR 2001ENGIHEER1NG\CINGPYLN-00001.CDR A3 -o 22' PYLON, ORANGE FACE ELECT -"^-= k (1) F120T12 • . F96712 -HO -DL (1)EESB-1040.14L .. '-:@ 2.40 AMPS (1) 20AMPS12OVCIR - D(BY OTHERS) REVISION NOTES' ENGINEERING DRAWING DATE 12)12/(4 PROJECT NAM/ CINGULAR WIRELESS COAST SIGN DESCRIPTION (SHORT) 4'-1314'X12',1' DF PYLON, ORANGE FACE. lAe Y an orlpinA unpublished droving amtor cooled try Coal sign. Inc. R aa 0 ® PRODUCT NUMBER CING-PYLN-00001 /� Sheet 2 Of 3 // \1 SCARF Noted ADDRESSCUSTOMER DESCRIPTION (IF APPIICARMj A3o Y persona use In conjunction Wm projectbeing Mono:lb. you W Caeaegn• rne..endOwl not R.r.yrneeed.toed byor disclosed m my Mn a commotionr b aobi Lta L4.1 LIN DRAWN BY 1N CITY / STATE CUERO APPROVAL DATE PuOee�enebaarer without writ'. 0 ® signcnan Page 3 of 11 Exterior Plan .s d �d Ea 4 location ID: RWA026 South Center Parkway __._... 18415 Southcenter Parkway Tukwila, WA98188 1 0 c 0 3 0 w ,cgiQb Ault grander Boulevard http://www.signchart.com/ciiiar/print/print_eng.asp?site_id=1087 1 1/11/2005' ;... PSL (_MS .E OESK / C R► Gp - :x .0c; - 3ec )Ogo ifi s ,$a 4 A,0t12. 11 S ; /00 Lb/fit /f $ 4-X , S G,v DE6164 PgvF/LE. n GOLr-i 3 y. 077/-1EAS 3 44 v W/At 4 1/4,4/5- 1 S /64/ 4 G & SUPPORT DE774, L SOUT�LCEi R PARKl.Ji4y TU/<1JIL ,1,,/1j C IA/ G uLAf W IR ELESSDATE: �O � ' .. DWN: OM c, % 04 wIMMII .,� `rrONAL�t1 � ,J + .` w .. ENG D: NIL JOB N0: 05600 oll L^v� 17-(r s lGni FA crazy 8 /S Of 377 EEr G :Ki/LAND) Ask/I�IGTIii ,%},%3o.3S Z /4/0 SHEET: yr , 'ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 I EXPIRES 7/26/ 6 I, ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT DATE SUBJECT SHEET / OFC 114 POE 13AS t DESIGN, C CRila2.14 G - 26.33 .T BC 1I.IN✓.J - 85m /-I C 3Sec) q'asu✓ e - C 4S;6U1.yLg-,2 JS i C n�. pgajuite /00 Witt/ft- :170 b/fit-/f A/%J. n) : d6cr-LfeT %..i 4, ,O4X %// ) C6 c, k Pc_2 2 5?OPsf 28 0/4--y3 0 6). S/6-) lc/WW zQy Mitges =3�,Sk�ft 1/g=2, 2K 1 By IZ=41 I -4- 3-d SI641 DE$l&J 1 OF/LE 8#s v w/3 4 1 , B4 08"E - RECEIVED (MAR 0 4 20051 COMMUNITY DEVELOPMENT • ENGINEERS -NORTHWEST, INC.P.S. • SHEET 2 oFf40/0 6869 WOODLAWN AVE. N.E.(SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Wind on Other Structures - ASCE 7 Section 6.5.13 Project No.:- 50011.00 ft. I Project Name:- Cingular Sign - Tukwila (COAST SIGN) I Wind Speed = Exposure = Category = Is this a hurricane prone region? Pole is (smooth) Base is (smooth) Fixture depth (parallel to wind) = I= Kzt = Kd = qz = Kz fixture = Kz pole = Kz base = F= qz fixture = qz pole = qz base = Gf = Cf fixture = Cf pole = Cf base = Af fixture = Af pole = Af base = Height at centroid of Af fixture = Height at centroid of Af pole = Height at centroid of Af base = F fixture = F pole = F base = EF= M fixture = M pole = M base = EM= Average arm = INPUT 11111.1111111111 C 011111111111111111111 NO 112112111111111111 Sign Pole 3.00 ft. Base Total 0.00 ft. OUTPUT 0.87 Table 6-1 1.00 Sec.6.5.7.2 0.85 Table 6-4 Load combinations 13.68 "Kz (Eq.6-15) 0.92 Table 6-3 0.88 Table 6-3 0.98 Table 6-3 qzGCfAf (Eq. 6-25 ) 12.60 psf Velocity pressure evaluated at height z above the ground 12.07 psf Velocity pressure evaluated at height z above the ground 13.44 psf Velocity pressure evaluated at height z above the ground 1.408 Gust effect factor - Section 6.5.8 1.2 Net force coefficient from Figs. 6-19 thru 6-20 1.38 Net force coefficient from Figs. 6-19 thru 6-20 1.30 Net force coefficient from Figs. 6-19 thru 6-20 50.8 sq.ft. Projected area normal to the wind except where Cf is 54. sq.ft. specified for the actual surface area. Ground level in Sec. 2.3 or 2.4 must be used 0. sq.ft. 20.06 ft. 9.00 ft. 0.00 ft. 1081.9 # 1081.5 # 0.0 # 2163 # 4-- 21703 #-ft. 9734 #-ft. 0 #-ft. 31437 #-ft. ♦ 14.54 ft. �-- Signs, etc. RECEIVED (MAR 0 4 2005 COMMUNITY DEVELOPMENT 2/2/2005 New wind • ENGINEERS -NORTHWEST INC. P.S. • SHEET '3 OF Pi/ -16 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 1/13/99 SEATTLE, WA. 98115 FLAGPOLE /LIGHTPOLE BASE DESIGN Property of Engineers Northwest, Inc.- Seattle Use by others unlawful DESIGN OF A POLE IN THE GROUND POSTS OR POLES EMBEDDED IN EARTH OR EMBEDDED IN CONCRETE IN THE EARTH MAY BE USED TO RESIST LATERAL LOADS BY LATERAL SOIL BEARING. 2003 IBC Section 1804.3.1 Wind Speed = 85 mph IS THE THERE A METHOD OF CONSTRAINT AT GROUND SURFACE SUCH AS A RIGID FLOOR OR PAVEMENT ? ASPHALT PAVING IS NOT TO BE CONSIDERED CONSTRAINED. INPUT YES OR NO : IS THE POLE ADVERSELY AFFECTED BY A 1/2" DEFLECTION a@ GROUND LEVEL ? INPUT YES OR NO : NO P = 2163 # NO P= h= b= S= INPUT THE SOIL DURATION FACTOR = required d 2163 100 1.00 pounds feet feet psf/ft. * * =Lateral bearing Tb1.1804.2 8.58 feet d OK (less than 15 ft. Sec. 1804.3.1) —1 Ib = 3 ft. S1=S*1/3*d = 572.2 (psf) inc.duration ( non -constrained ) A=2.34*P/(S1*b) = 2.948 S3=S*d = 1716.7 (psf) inc.duration ( constrained ) P = applied lateral force in pounds. S = allowable lateral soil -bearing pressure as set forth in Table No. 1804.2 ( may be doubled if structure is not adversely affected by 1/2" movement at the ground surface. ) S1 = allowable lateral soil -bearing pressure as set forth in Table No. 1804.2 based on a depth of one third the depth of embedment. ( non -constrained ) S3 = allowable lateral soil -bearing pressure as set forth in Table No. 1804.2 based on a depth equal to the depth of embedment. ( constrained ) b = diameter of round post or footing or diagonal dimension of square post or footing. h = distance in feet from the ground surface to point of application of " P ". d = depth of embedment in earth in feet but not over 12 feet for the purpose of computing lateral pressure. MAXIMUM MOMENT IN POLE :- M=P(h+.34d)= 37639 ft-# PAGE1 RECEIVED Moo (1 tt nn5 DEN 2/2/2005 FLAGPOLE • • ENGINEERS NORTHWEST, INC. P.S. SHEET 4 OF Syr 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev.5/13/97 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB # 5000011 1 BEAM MARK: Cingular INPUT Fy = F'c = Mu = Vu = b= d= No. of tension bars = OUTPUT f3 1= Ku = p (design) = vu/4 = vn = vc = Av = Max.tie spcg.= Av = 60 NEM 50.3 3.5 MELEE O ksi ksi k -ft. k in. in. 0.85 Sec 1910.2.7.3 0.034 ksi 0.9 Sec 1909.3.2.1 0.0008 0.006 ksi 0.100 ksi - Sec 1911.1.1.1 in.2/ft. in. o/c - Sec 1911.5.4.1 & 3 in.2 CD_ Max. tie spacing #3 vert. tie Iegs (or) #4 vert. tie Iegs (or) #5 vert. tie Iegs NO TIES 12.5 NO TIES NO TIES NO TIES NO TIES Page 1 1< >1 b (in.)= 28.67 d (in.)= 25 As(in2) =1 0.60 USE 2 #5 bars p (min.) = 0.0033 =.2/Fy 97 UBC Sec. Mu (k -ft) = 256c@D p (min.) 1910.5.1 As(in2) = 2.39 @ p (min.) p (max.) = 0.0134 ©.75 p bal. Mu (k -ft) = 874 © p (max.) 1910.3.3 As(in2) = 9.58c©D p (max.) p may be Tess than p (min.) providing p (design) is >= 4/3 p (per analysis) 1910.5.3 RECEIVED 'MAR 0 4 2005 COMMUNITY DEVELOPMENT 2/4/2005 CONCBM5