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HomeMy WebLinkAboutBLD-2007-0231 - SIGN City of AnacorteS Permit#: BLD-2007-0231 904 6th Street Issue date: 04/30/2007 P.O.Box 547 Expire date: 04/29/2008 Anacortes, WA 98221-0547 w (360) 293-1901 ag' . Job Address: 7601 STATE ROUTE 20 Permit Type: Sign Permit ANACORTES WA98221-8311 Project: APN: P19989 Remarks: Install New Sign 60.54 square feet. Owner: NELSON FARMS Contractor: INSIGNIA SIGN, INC. Address: 7601 STATE ROUTE 20 Address: PO BOX 2849 ANACORTES WA 98221-8311 RENTON WA 98056 Phone: (360)293-8411 Phone: License#: .insigs1062gz General Information: Fees: Building Valuation 4000 Building Permit Fee 78.75 Plan Review Fee 51.19 State Building Code Fee 4.50 Total Calculated: 134A4 Deposits/Receipts: 134.44 Total Due: 0.0E THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY /N /GN/Iq S/AiN AM April 12, 2007 Ed Frank City of Anacortes Building Department City Hall 904 6th St. Anacortes, WA 98221 RE: Sign Permit Application Texaco Rebrand @ 7601 State Route 20 Insignia Sign, Inc. Job 407-3145 Dear Ed: Please find attached two (2) copies of Engineered Footing Details along with two (2) copies of REVISED drawings for the Freestanding Sign for the above site. Please replace the existing Freestanding Sign drawings with these revised ones and proceed with the permitting process. Please advise any permit fees and I will have a check sent ASAP. If you have any further questions or concerns,please do not hesitate to contact me. Best regards, 4Cstitne arvey Project Manager Insignia Sign, Inc. enclosures PHYSICAL/SHIPPING ADDRESS: TELEPHONE: 425 917-2109 MAILING ADDRESS ONLY 325 BURNETT AVE N FACSIMILE: 425 917-0153 PO BOX 2849 RENTON, WA 98057 EMAIL: CHARVEYOINSIGNIASIGN.COM RENTON, WA 98056 ENWENGINEERS NORTHWEST INC., P.S. STRUCTURAL E NGINEERS-6869 WOODLAwN Ave.N.E.,SEATTLE,WA 98115(206)525-7560 FAx(206)522-6698 INSIGNIA SIGN INC . TEXACO RE- BRAND ( RE POWELL ANACORTES, WA STRUCTURAL CALCULATIONS For NEW SIGN ' A a / 49 Ctg �SIOMAL�O EXPiR[S 11/12/O$—� i April 6, 2007 ENW Project No 07000042 e E1 \ W 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 Zn Sara, DATE SUBJECT Te4o cn 911ebr zndd SHEET— OF BY 8" 4�to �, . g" �3- �§/a � 3� � ► to ', Trs.® y vS 4Ga r 60 =o i ra ASSum�- s! HSS $xgx3i(;6 �30 M r 9, b V= S (oq Ib i � ( P2�S 4A cot')., op - Oo o e Ll Po wl SZ -sr-f- LESS LG13VJ O Q 'X 5 S 1y NOW N"4ti C3ccw* pouf ' I ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE.N.E.,4205, SEATTLE, WA 98115(206)525-7560 Fax (206)522-6698 PROJECT k PROJECT_IN) s`` w — DATE 4-s- O-1 SUBJECT SHEET �" OF BY IUt�O L©'RID g ✓� fhpV� C3-S�co�� w3 6-OV, E71pdsu2lE 'c 1 c7oa 5 C, � Y,, Kd vZ G-31 - q 2 a5 Kdl = S S (—w�uc 6 4) — 3 e , 002.sG x e94 Y- t,o x , ° S x Six 1 . tsJ0 �sF ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL.ENGINEERS y 6869 WOODLAwN AVE.N. E.,9205,SEATTLE, WA 98115(206)525-7560 FAX (206)522-6698 PROJECT# n PROJECT n S' DATE S 0` SUBJECT Iuaco K.LbnwA e S SHEET OF !I, By 017 Isv 7 n�= 2 .83x326S — 9zcQ >\ 1 S"X IS" 5tccl 3 `f�ncho '8°I{s s t3.Ge, P&-tx t 65 3 QoIA —fustcn (a5(o 9e Z 0�1�)( 60aoo X o:`la1 K ib 7� psa, T CC �-i5-0 �� y W%7-I SQEG\,A1... 1L� Sy0tC \IO ✓\/ 1 IA0WW&,CZ,. ! 5n �m(1&✓I I HaUE 4� a3 i ENWENGINEERS 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 4- OF By ANCuo2 %o �rts r�,� (apPCnlO�x D Pvu crcJ� 5�2er1G2U W � Gov�nrtl' yc'p I, g C �o c+uacL5) r gip _ , qc .eh �o } L = .300o PSG X3.3-�sx .-7 �834 � G`t c�X 3� 85 - SaS � ci it 2Soops� comic ti ` SSA 5�56 ,�sas(- 1or') 00�' ENGINEERS-NORTHWEST INC. P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 206) Rev. 1/13/99 SEATTLE,WA.98115 F[AGPOCE/L/GIfIPOCE BASE DES/GN "••' 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 THERE A METHOD OF CONSTRAINT AT GROUND SURFACE SUCH AS A RIGID FLOOR OR PAVEMENT ? NOTE:-ASPHALT PAVING IS NOT TO BE CONSIDERED CONSTRAINED. INPUT YES OR NO : = IS THE POLE ADVERSELY AFFECTED BY A 1/2" DEFLECTION @ GROUND LEVEL ? INPUT YES OR NO : YES P = 569# P = 569 pounds h = 11.5 feet h = 11.5 ft. b = 4 feet S = 190 psf/ft. INPUT THE SOIL DURATION FACTOR= 1.00 d J4.5 ft. *=Lateral bearing Tbi.1804.2 required d �—► 4.50 feet � �I I�b = 4 ft. d OK(less than 15 ft.Sec. 1804.3.1) �l 51=S*1/3*d= 285.0 (psf) inc.duration(non-constrained) A=2.34*P/(S1*b)= 1.168 S3=S*d= 855.0 (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)= 7397 ft­# 4/5/2007 PAGE1 FLAGPOLE.XLS I Z X i I i j a � I i 6.7lb/ft j Na � I it I nlh!ft i j �101bRt A2 Loads: BLC 1, Wind Load j Results for LC 1 Dead+Wind Load Engineers Northwest i TEYAnn PEgRAajp Gary Fong Apr 5, 2007 at 5:16 PM 7 000 o F Texaco R=hran�(Anarorteg),r3d 'J.�uvvt'ia I I Company Engineers Northwest Apr 5, 2007 Designer 5:25 PM Job Number : 07000042 TEXACO REBRAND ANACORTES Checked By: Hot Dolled Steel Properties Label E[psi G si Nu Therm \1 E5F Densi IbW3 Yield si 1 A36 2.9e+I 154e+7 3 .55 490 g6000 a A500 4fi 2 9e+7 154e+7 3 65 490 4600(3 3 NP._Aluminum 1.O1e+7F� 188e+5 3 .65 165 0 Hot Rolled Steel Section Sets Label Shape Desi n List Type Material Desi n Rules A in2 I in4 Izz in4 J in4 1 Tube Frame NSS8XSX3 Tuba Beam A500 46 T icsl 6.38 54.508 54.500 84.622 Joint Coordinates and Temperatures Label X fftl Y fftl Z[ftl Tem F Detach From Dia ... 1 N1 0 0 0 1 0 2 N 42229167 0 0 0 3 N3 0 7.395833 0 0 4 N4 4.22DIV. 7.395833 0 0 5 NS 0 18 0 0 6 NS 4.229167 18 0 (l Joint Boundary Conditions Joint Label X f1blinj Y lb/nI Z[Ilb/inl X Rot: k-ft/rad Y Rot. k-ft/rad Z Rot. k ftfrad j 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction Reaction Reaction Reaction Reaction Member Primary Data Label I Joint J Joint K.Joi...Rotat... Section/Shape- Desi n List Type Material Design Rules 1 M1 N1 N5 I I I Tube Frame Tube Beam A500 46 Typical 2 M2 ,N NS I j ( Tube Frame j , Tube :Beam dA5(lo_46 Typiedl Not Roiled Steel Design parameters Label Shape Len - ft Lb ft Lbzz ft Loom t ..Lcom bot... K Kzz Cm- Cm-zz Cb swa z avua 1 M1 ube Fram 18 M2 �iulxe Basic Load Cases PLC Descri ton Cats or X Gravi Y Grav' Z Gravit Joint Point Distributed Area Me... Surface .. 1 Wind Load None 4 2 ©ead Load None W I1 Member Distributed Loads (BLC 4 : Wind Load) Member Label Direction Start Ma nitude Ib/ft,d End Ms nitude Ib/ft...Start Location ft,% End Location ft,% t M1 z 10 10 0 7.396 RISA-3D Version 5.Od [C:\RISASTORE\RISA JOB 07\INSIGNIA\Texaco Rebrand (Anacortes).r3d] Page 1 Company Engineers Northwest Apr 5, 2007 Designer 5:25 PM Job Number : 07000042 TEXACO REBRAND ANACORTES Checked By: Member Distributed Loads (8LC 1 : Wind Load) (Continued) Ma. b r Labal Director Start Maondude 1 er; d.Ma tude[lb!;r -t Lcca*tion[ft%1 ft;o' � !' "66R' L 46.7 46.7 2e6 i 48 � 4 (Y12 t L !: YV,7 4V.1 }336 1 1fb/ Load Combinations Descrlo?lon Solve PD...SDI_. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor +rlind Lxd Y esl Y 1 1 1 2 1 1 Joint Deflections (By Combination) LC JoLtit Labe! X in "r^' 7 rjn X Rotation red, "Rotation ra- Rotation rm .,.�n ., 0 n n n ' n 0 '. 3 1 n1� n Q 158 '-068�3 0 rn : n J ca 3915_-3 0 n 1 1 Ne = , 0 i0 1 :63 a 3.315P-3 -1 0 1 0 Member Section Stresses (By Combination) LC Member Label SeC?:-'' .,1 Shear, rnan ar. toB°1di 11 v bct Ben... _top B—ndinafos" z vat BondrsU nn1 1 I6195 . 0 -204.1711 0 0 5784.674 -5784,674 51:n42 n 41 4319a1.R 431a16 3 3 40.833! 0 82.86B n 0 2933A16 -2933.416 4 4 3afi2{ O 150,774 O`,; 0 16a8.45R 168.45?;! 5 5 .20.417. O 100.559. n Q 742.197 -742197 6 a 1�1208 4 tQ.344' n: n 186.045 A86.045 7 7 . Q 0 -.129 O 0 Q Q 6 1 NI2 1 61.25 O -204171 < 0< O 5?84.674 -5784.674 9 2 51.042 O 193.418 0 0 4319A18 -4319.418 I 3 4�833 ..0 4 182.866 #); d. 0 2933.416 -29'33.416 11 4 30.625 0 -150.774 0 0 1668.458 -1668.4568 12 5 20,417 O alao.s59',' Q 0 1742.197 a74L;¢7 13 6 10.208 0 50.34 4 0 0 186.045 186.045 14 7 1 0 123 r' C+' 0 Q 0 Member ASD Steel Code Checks @y Combination) LC Member Shape UC Max Locrft Shear._ Too ft Dir Fa si Ft si Fb si Fbz si Gb Gm�� Cmz €tin 1 1 M1 Hssaxax3 912 0 011 n 1as23 _..27600 27600.27600 1.75 .85 .6 . H1-2 . —2 1 'I M2 HSs8xax3l N2 0 011 n -.z[18sz�,._,-=27600 27600 2760.0 1 75, .85 .6 H1-2= Joint Reactions (By Combination) LG Joint Labe[ X !b Y flbl MXfib-f[ MY fIb-ft Mz Ib-ft 1 1 N1 0 329.529 - -6568.935 0 0 2 1 IU2 Q 329 52ff 6568 935 0 0 1 T.,tas: C 659.059 =. RISA-3D Version 5.Od [C:\RISASTORE\RISA JOB 07\INSIGNIA\Texaco Rebrand (Anacortes).r3d] Page 2 Company Engineers Northwest Apr 5, 2007 Designer 5:25 PM Job Number : 07000042 TEXACO REDRAND ANACORTES Checked By:� Joint Reactions (By Combination) (Continued) _ = X�Ibl fib] PDX It R MZ i I I RISA M Version S.Od [C:\P.ISASTCRE\P.ISA JCB 0?\INSIGNIA\T2xacc Rebrand (Anacortes).mod] Page 3 INC P.S. STRUCTURAL ENGINEERS ENW ENGINEERS NORTHWEST, ., 6869 WOODLAwN AVE.�N. E.,#205, SEATTLE,WA 981115(206)525-7560 FAx ((206)522-6698 PROJECT# �-�- PROJECTj�VF:x ACo 1'IG �J�Ut�� _ 0tj Aco2Z C� DATE 4-5 SUBJECT �oV 11y') i�-�- V�`� SHEET t OF / BY q--6 i Col t(r k-3'EW GoWmo-J F 0071 IJ SITE PLAN SCOPE OF WORK a `Replace existing Tesoro Single pole Sign with new Texaco two-pole sign. Hotel 0 'Total Height = lb' (*No Change') Parcel #P 19989 Parcel 'Total 5auare Footage = 52 oquare feet ('Net Increase 125f) Zone = LM1 `No change to current setback. O `5ee page 2 for Sign layout& specifications. `PropertyY 1:r e_24T - LJ __ _ o` _ -- _- - - - _ - - , - `Replace existing Tesoro Canopy signs and gold bar with new Texaco canopy 11` n oo signs and red bar. •� �� „ "5ee pages 3 &4 for sign layout&specifications. I `Existing Freestanding "The Corner" Pole sign (other tenant) 'NO CHANGE` Grandfathered under Skagit County Code. © 'Existing Non-illimunitated "The Corner Restaurant"Wall sign (other tenant) �•,�--�,: � `NO CHANGE` Grandfathered under Skagit County Code. � � I O 'Existing Non-illimunitated "The Corner Bar&Grill"Wall sign (other tenant) `NO CHANGE` Grandfathered under Skagit County Code. O `Existing Non-illimunitated "The Corner Food Mart"Wall sign 'NO CHANGE' ocs�� • Grandfathered under 5kagit County Code. O vo O �• `Existing Non-illimunitated "country Corner"Wall sign 'NO CHANGE' s0 © Grandfathered under 5kagit County Code. ` � O 'Existing Freestanding Reader Board sign for Hotel Parcel `NO CHANGE" ` 0) Grandfathered under 5kagit County Code. � O , If JV 5/GN ` � I Te+IS66 `A Full Service Electric Sign Company a Gnu Specializing in Petroleum Rebrand Projects" � / , PH'r'SICAL WAL ING ILING ADDRESS 36 Fe64 325 Burnett Ave N P.O. BOX 2849 Renton,WA 98057 Renton,WA 98056-2849 PHONE. (425) 917-2109 C;RES - _ FAX: (425) 917-0153 charvey@insigniasign.com ` - PROJECT NAME & APPRE55: Job No 07-3145 171ropertY i.inc- 162'- Texaco Rebrand (RE Powell) Scale: 1° =40' 7601 State Route 20 Page 1 Anacorte5, WA 98221 Date: 3/22/07 FREESTANDING MID SIGN "A" ELEVATION 15' _ f a-1/8"Cutout for8'Pole SIGN "A" SCOPE OF WORK: #12-24 x 1-1/4"Tek • 5crews&D8 per CaMnet Kemove & discard existing Tesoro cabinet: New UL Listed Aluminum Extrusion 15"s 15'x1*5teai and pole cover sear date Logo Cabinet with Plastic Formed Faces; *Excavate new footing as shown. s� Illuminated with HO Lamps. iv ❑ �°' *Fabricate jig for new anchor bolts; 5et new anchor bolts & pour concrete for new footing. 0 3/4".3o Aneh°r *Install new 8" x 8" x 18' Pole & Plate on new =� Dolt wth"°te anchor bolts. Base Plate Detail e'Sue,Sa.T°b� *Install new Texaco cabinets on existing and New UL Listed Aluminum Extrusion io 5c kl ^ Price Cabinet with Plastic Formed Faces; new poles. "��� illuminated with HO Lamps. — A ,3/4"A5TM Nut *Wire new Texaco cabinets to existing t Lf 3/4"Washere /1"thick Dare Plate electrical circuits. _ r *Paint Poles per Texaco specs ae shown. (� �� New UL Listed Aluminum Extrusion o '-3/4"A5TM Leveling Nut *Total Height = 18' (*No Change*) W I I I Price Cabinet with Plastic Formed Faces: 3/4"Anchor Dolt(4 total) = illuminated with Ho Lamps. Total 5c�uare Footage = 52 square feet (Net increase 12sf) oI *No Change to Setback. Existing 8"square New 8"square tube steel pole Anchor BOIL Detail tube steel pole previou_ Pre-welded to new plate system engineered for 42 sf (Aesthetic uses only-No Ingle-pole sign Structural Value) `f EdrUng 3/4"x 30'Anchor Bolts(total)onT Exlyting Freestanding Pone 51gn (!W!) Electrical in new concrete footing (see details above)5upply / "A Full Service Electric Sign Company Grade ew 15"x 15"x 1"steel plate I Specializing in Petroleum Rebrand Projects" PHYSICALADDRESS MAILINGAD-D-RESS 1 4 325 Burnett Ave N P.O. BOX 2849 rl - Renton,WA 98057 Renton, WA 98056-2849 PHONE (425) 917-2109 EMAILADDRESS. ryt Pi FAX (425) 917-0153 charvey@insigniasign.com A1111,1"IlPi PKOJECT NAME & APPRE55; Job No: 07-3145(Texaco Rebrand RE PowellScale: 3/8"= 1' x` ' � 76015tate Route 20 ^ H Page: 2 Length of Footing=4' Anacortco WA 9&221 irdth of rooting=2'-3' 2soo G0""Et6 ' Date: 4/11/07 'ere attached enelneerirg details' SIGN B - NORTH CANOPY ELEVATION TEXACO STAR LOGO MOUNTING DETAILS Canopy Facia = 75 5f 29 - 6-— 3 ALUM. COIL ALUM. BACK MOUNTING HARDWARE New 8'Illuminated red bar(LED) NEON BOOT Ganopy Facla Painted Texaco Black by Others NEON 3 CONNECTOR * --Exlstin0CanopyColumns TUBE SUPPORT & STRAIN RELIEF Painted Texaco Gray PCB FACE 60MA TRANSCO TRANSFORMER WEEP HOLE 5cale:l/4'=1' SELF—CON TRANSCO TRANSFORMER Existing Canopy Elevation NOT TO SCALE (REFERENCE ONLY) ,3 Lo /NS/GN//9 IAFC "A Full Service Electric Sign Company • Specializing in Petroleum Rebrand Projects" PHYSICALADDRESS MAILING ADDRESS 325 Bumett Ave N P.O. BOX 2849 TEXACO STAR LOGO CANOPY SIGN SCOPE OF WORK Renton,WA 98067 Renton,WA 98056-2849 PHONE (425)917-2109 EMAILADDRESS: *Paint 30" canopy facia black per Texaco specs (*to be completed by others). FAX (425)917-0153 charvey@insigniasign.com *Install new 28" Texaco Star Logo cabinet sign. *Install new 9" Texaco illuminated red bar (LED) on lower perimeter of canopy. PROJECT NAME & APPRE55: Job No 07-3145 *Wire new Texaco star logo and red bar to existing electrical circuits. Texaco Rebrand (RE Fowell) Scale: See Above *Texaco 5tar Logo 5quare Footage= 4.27 (each). 7601 State Route 20 Page: 3 Anacorte5, WA 98221 Date. 3/22107 SIGN C - SOUTH CANOPY ELEVATION TEXACO STAR LOGO MOUNTING DETAILS Canopy Facia = 75 of �a 25• _ 6* _ � ALUM. COIL N ALUM. BACK MOUNTING HARDWARE New 9'Illuminated red bar(LED) NEON BOOT Canopy Facls Painted Texaco Black by Others NEON 3 CONNECTOR Exleting Canopy Columns TUBE SUPPORT STRAIN RELJff Fainted Texaco Gray PCB FACE tQ 60MA TRANSCO TRANSFORMER WEEP HOLE Li 9GAIm I/4'=Y SELF—CONTAINED TRANSCO TRANSFORMER Existing Canopy Elevation NOT TO SCALE (REFERENCE ONLY) I /N5/GJV S/GN "A Full Service Electric Sign Company �r Specializing in Petroleum Rebrand Projects" Pi-;'. ,c;<-.;AL ADDRESS. MAILING ADDRESS 325 Burnett Ave N P.O. BOX 2849 TEXACO STAR LOGO CANOPY SIGN SCOPE OF WORK Renton,WA 98067 Renton,WA 98066-2849 PH& (425)917-2109 EMAIL ADDRESS *Paint 36" canopy facia black per Texaco specs (*to be completed by others). FAX (425)917-0153 charvey@insigniasign.com *Install new 2&" Texaco Star Logo cabinet sign. *Install new 9" Texaco illuminated red bar (LED) on lower perimeter of canopy. f ROJECT NAME & ADDEE55: soh No 07-3145 *Wire new Texaco star logo and red bar to existing electrical circuits. Texaco Rebrand (RE Powell) Scale: See Above *Texaco Star Logo 5quare Footage= 4.27 (each). 7601 State Route 20 Page: 4 Anacorte5, WA 98221 Date 3/22/07 ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS-6869 WOODLAwN AVE.N.E.,SEATTLE,WA 98115(206)525-7560 FAX(206)522-6698 INSIGNIA SIGN INC . TEXACO RE- BRAND ( RE POWELL) ANACORTES, WA STRUCTURAL CALCULATIONS For NEW SIGN LI WASc�.L", •o , w C1STE� 9 SSIONAL~��� EXPIRES 11112 0O E April 6, 2007 ENW Project No 07000042 ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE.N. E..#205,SEATTLE, WA 98115(206)525-7560 FAx (206)522-6698 PROJECT# n( PROJECT n S an � DATE 4-- 5` O SUBJECT Toy c.. W..� rn_d A r C ``�"S,� SHEET OF By- -to i8A Sq' W^d Ya N�v7 r (wmn 3 � G -,4 4G-,] Y� 9.y �r 0.Wl X's ('0. r 0 n , 60 ASSame.. Hss 8x8X3ift, 13�3 V= S (09 lb I .. / FX� Cr,a V�'tNu - sI06 E P0Ll La II ¢6 00,)ef POLE WI sz sg�i� LESS P0l LOA a 0.3 V-Y\ S \ NOW \tA4t'j (��,fv)' 'p / i i ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 525-7560F'Ax 206 522-6698 N. �. d205 SEATTLE WA 98115 206 ( ) 6869 WOODLAWN Ave.N C. ( ) PROJECT(# PROJECT IA) — DATE_•}'� __ SUBJECT SHEET �" OF By Wit,) IhpV-� c3-sEco�) Vj G0sf �dSc� l-02 C oa 5 C, �� � Ko1 vZ c _ co—lS) K .q¢ 1�q 62 31 - c�dSe 2 aS i II i 00 x ,g4 k,o x X Sn l p 94o8 Psi Cg �1.2 {J = A 8S )0,1=- ISO P5F I l Rs TRr ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS I 6869 WOODLAWN AvE.N. E.,#205, SEATTTLE, WA 98115(206)525-7560 FAx (206)522-6698 PROJECT# PROJECT_ DATE,. S o- SUBJECT 12[atr� R/brnM/� SHEET OF BY �a �r $ St<a1 S�woTe f be on Wt= 2 ,83,x32BS = 2 ' 6 � q 291 aN — fib: o, a3; gSsQ Ps, ok IS"X is" Stcc` nc �b 85.3 f 6 i7 / Qali l(Xl�iOn CqS�c� Z # O,z� C f D boo V O�ID9 K /6 = `71'j 32$5 / 2X11 16 = a36 /in Ic�CL.-L 0 g" -- � s 5 t xv Po L'e, Q.IF w ��G = SGq I1, I ` I � ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AvF.N. E.,9205,SEATTLE, WA 98115(206)525-7560 FAX ((206)522-6698 PROJECT# PROJECT __ DATE pp�� >�, SUBJECT SHEET Y' OF BY AtJG�loa cbo �rts Yb� �pPc.'jokx 'D A�u crJ,�p S`'�R2vJG2c.1 W / GoV�.n ti' 1 ycjp z No C %cy-s) G 3000 P51 fo%o_ 3006 X3.3�Sx .•7S � Gc g -Lc) d ( • i� �-Soops� �oNc � N �oh = SS$ � 1 S�S6 0� 'I USE 1•11S"psc-j on) 100 ENGINEERS-NORTHWEST INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E.(SUITE 206) Rev. 1/13199 SEATTLE,WA.98115 fL46P0LE L/GHTPOLE SASE 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 THERE A METHOD OF CONSTRAINT AT GROUND SURFACE SUCH AS A RIGID FLOOR OR PAVEMENT? NOTE:-ASPHALT PAVING IS NQT TO BE CONSIDERED CONSTRAINED. INPUT YES OR NO : = IS THE POLE ADVERSELY AFFECTED BY A 112" DEFLECTION @ GROUND LEVEL? INPUT YES OR NO : YES 1Tbi.1804.2 P = 569 pounds h = 11.5 feet b = 4 feet S = 190 psf/ft. INPUT THE SOIL DURATION FACTOR= 1.00d = 4.5 ft. "=Lateral bea required d No 4.50 feet SHE b = 4 ft. d OK(less than 15 ft. Sec. 1804.3.1) S1=S"1/3"d = 285.0 (psf) inc.duration (non-constrained) A=2.34-P/(S1'b)= 1.168 S3=S'd= 855.0 (psf) inc.duration( constrained) P= applied lateral force in pounds. S = allowable lateral soil-bearing pressure as set forth in Table No. 1804.2 ce e grou nd surfs 2"movement at the g ) affected b 1/ may be doubled rf structure rs not adversely Y ( Y 81 =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) to=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)= 7397 ft-# 4/5/2007 PAGE1 FLAGPOLE.XLS F 1� - X� i 6.7lb/ft 3 5.71btft 4 1 I 7 I i I J101b!ft 1 101btft I i Loads: BLC 1,Wind Load Results for LC 1, Dead+Wind Load Engineers Northwest_ I TEXACOREBRAND �-- ---� Gary Fong Apr 5, 2007 at 5:16 PM Texaco Rebrand fAnsmltes);r3d 07000008 2007 Company Engineers Northwest Apr 5, M Checked hecke ke Job Number : 07000042 TEXACO REBRAND ANACORTES Ched By: Hot Rolled Steel Pro erties _ Label _� si ___. __... CS[ i] —_ - Nu"__—_. m65 ) Density[fbfft^31 Yield ai _l 1 A36 2.9e+7 1.1154e+7 3 T 490 36000 "Z. _ A50O 48 _ 2.9e+7 . 1.11546+7 .3 65 _ 490 -- --460tTi} 3 _ HR_Aluminum 1.01e+7 3.88e+6 _ 165 _ 0 Hot Roiled Steel Section Sets Label She s DeSiG_n List _Type._ Material Desi n Rules A in2 I in4 Iz7 in4 J in4 Tube Frame bSSSX8X3 Tube �,Beam A500 46 T kcal 5.38 54.50$ 54.508 54.622 Joint Coordinates and Tem eratures Label X ft_ Y ft _ Z ft Tern Detach From Dia ... 1 N1 0 0 0 0 2 M2 4,228167_ 0 0 Q 3 N3 0 7.395833 0 0 4 N4 41229,16.7 7.395833 0 0 5 N5 0 18 0 0 6 M1l6 4,229167 18:I 0 Q Joint Boundary Conditions Joint Label X[Ib/iN Y wr �,—ZrIb/i/in X Rot. k-ft/rad Y Rot. k ft/rad Z Rot. k ft/rad 1 N1 Reaction Reaction Reaatlon 1 Reaction Reaction Reaction 1 2 A N2 T Reacti�—Reaction Reaction Reaction� ReBCtion I` Reaction Member Primary Data Label I Joint J Joint K Joi...Rotat _ Section/Shy Desion List T e Material [Des! n Rules 1 M1 T N1 N5 T Tube Frame T Tube Beam A500 46 Typical Z In N2 rvo r w "rupee, Beam A50O 461 fy#,ical Hot Rolled Steel Design Parameters Label Shape Len ft Lby ft Lbzzft Leom to .Lcom bot Kyt Kzz Cm-y Cm-zz Cb awe zswa - �� M1 ubeFram 1$ _ M2 ubeFram Basic Load Cases BLC Description Cate or X Gravi Y Grav' Z Gravit Joint Point Distributed Area Me... Surface ... 1 Wind Load None 2 Dead Load,:.,.. None 1 Member distributed Loads (BLC 1 Wind Load) Member Label Direction Start Magnitude Iblft,d End Ma nitu Iblft...Start Location ft,°h End Loos 98 ft,/o 1 M1 Z 10 �� 10 T — 0 Anacortes).r3d] Page 1 RISA-3D Version 5.Od ]C:\RISASTORE\RISA JOB 07\INSIGNIA\Texaco Rebrand ( Company Engineers Northwest v Apr 5, 2007 Designer 5:25 PM Job Number : 07000042 TEXACO REBRAND ANACORTES Checked By: t; Member Distributed Loads (BLC 1 : Wind Load) (Continued) Member Label Direction Start Ma nitude 16/ft,deI Ma nitude Ib/ft...Start Location ft°fa End Location(ft,% I' I. Z 10 t 0 0` 7 396 3 M1 2 i 45.7 46.7 .396 18 4 , M2 , 2 1 46.7 46.7 7.36 18 Load Combinations Deacrl621on Solve RD.-SR... BLC _Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Fatter i1 1 pead+Wind YeSL�-�� , 1_J T T ��—?—� Joint Deflections (By Combination) Z '_j_l_ otabon fra_Z Rotation[ra... LC Joint Label X[iN Y[inl m Y Rotation rod Y R 1 1 N1 0 0 0 0 0 0 2 o „ o 0 0 o 3 T 1 N3 0 0 .158 3.068e-3 0 0 4 i N4 0 0 . €58 3,068e-3 0 0 5 1 N5 0 0 .63 3.915e=3 0 0 6 1 f6 0 0 63 Member Section Stresses (By Combination) LC Member Label Sec Axial i Shear...z Shear.., v top Bendinufosi bot Ben._ _z to 8endin€7 si _z bot Bendina[paii 1 1 M1 1 61.25 0 z0a.n1; 0 —0 i 5784.674 -5784.674 2 f51':R42 1A3416 O li 0 4319141@ 4318.418 ; 3 140.8331 0 -1e2.666 0 0 �— 2933.416 -2933.416 4 ° 4 30'625 0 150.774 0 0 1668.459 -1668.458 5 5 20.417 0 -100.5591 —0 0 742.197 -742.197 6 8 10208 0 S0.344 '° 0 S' 0 188 045' 186.045 7 7 0 0 -.129 0 0 0 0 8 1 II M2 1 6t':25 0 2A4.171 I' 0 ; 0 5784.674 -5784.674':' 9 2 51.042 0 -193.418 0 0 4319.418 -4319.418 10 3 40i833-., .0 I f1H2,666 U;' 0 2933.418 11 4 30.625 0 -150.774 0 0 1668.458 -1668.458 12 5 20,447 0 : -t 0,559 !' 0 0 742.197 13 6 10,208 0 -50.344 0 0 186.045 -186,045 14 0 Member ASD Steel Code Checks @y Combination) LC Member Shape UC Max Locfftl Shear... Locfftl Dir Fafpsil Ftfpsij Fb si Fbz si Cb Cm Cmz € n M1 HSSSXSX 2 2 0 011 0 z 16s2a_ 27600 27600 27600 1.75 .85�.6 H 2 1 ! M2 '::HSSSXSX31 2212._ 'I 0 _011 0 :z,1s92s.. 27600 27600 276001.75 .8 .6 1H1:-2: Joint Reactions (By Combination) LC Joint Label X __ Y Ih tt MX Ib- MY Ib-ft Mz Ib-ft 1 1 N1 0Ib 329.529 -6568.935 0 0 2 1= lt2 0 329.529 6566,935 ) 0 0 3 1 Totals: 0 659.059 - RISA-31D Version 5.Od [C:\RISASTORE\RISA JOB 07\INSIGNIA\Texaco Rebrand (Anacortes).r3d] Page 2 Company Engineers Northwest Apr 5, 2007 Designer 5:25 PM Job Number : 07000042 TEXACO REBRAND ANACORTES Checked By:® Y Joint Reactions fw Combination) fContingt LC Jrint Label X IG Y Ib ... MX lb-ft MY lb-ft MZ lb-ft I I RISA=3D Version 5.Od [C:\RISASTORE\RISA JOB 07\INSIGNIA\Texaco Rebrand (Anacortes).r3d] Page 3 ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAwN AVE.N. E..4205,SEATTLE, WA 981115(206)525-7560 FAx (206)522-6698 PROJECT# PROJECT -T-E [kCO ��. p`UF�� _ �tj ACo 2T cS DATE 4- /_(:)7 SUBJECT �o�3TiY�J t'r- �� VT,1 SHEET t OF / By _fir- _ , Z. C,oL tt� *3SW column J I , I SITE PLAN SCOPE OF WORK Hotel Q `Replace exi t i:,g 1<;;oro oingle pole sign with new Texaco two-pole sign. Total Height _ 18' ('No Change*) Parcel #P19989 Parcel ' aal Square c: tage = 52 oqu ire feet ('Net Increase 12sf') • I Zone = LM1 I 'rl� change to �irP�t :etbar.k. DRIVEWAY Pr_opert,YLine_24T )-R f eplace existing Tesoro Canopy signs and gold bar with new Texaco canopy 1 i signs and red bar. *5ee pages 5 &4 for sign layout & opecificationo. 0 `Existing Freeotandiro "The Corner" Pole Sign (other tenant) *NO CHANGE* Grandfathered under Skagit County Code. I It �� © *Existing Non-illimunitated "The Corner Restaurant"Wall sign (other tenant) �•.��_�e' �� i 'NO CHANGE* Grandfathered under Skagit County Code. * Existing Non-illimunitated "The Corner Bar&Grill"Wall sign (other tenant) NO CHANGE*Grandfathered under Skagit County Code. i i O *Existing Non-illimunitated"The Corner Food Mart"Wall sign *NO CHANGE* 7ys °� tl p Grandfathered under Skagit County Code. *Existing Non-illimunitated "Country Corner"Wall sign *NO CHANGE* Grandfathered under Skagit County Code. � I O *Existing Freestanding Reader Board sign for Hotel Parcel 'NO CHANGE* cS Grandfathered under Skagit County Code. i fOOA ` O S/GN I "A Full Service Electric Sign Company Specializing in Petroleum Rebrand Projects" © , c PHYSICALADDRESS MAILING ADDRESS 325 Burnett Ave N P.O. BOX 2849 Renton,WA 98057 Renton,WA 98056-2849 PHONE (425)917-2109 EMAIL ADDRESS O - - FAX (425)917-0153 charvey@insigniasign.com --;6z--- PROJECT NAME & ADDRE55: Job No: 07-3145 �PropartY Line- Texaco Rebrand RE Powell Scale: 1" = 40' 7601 State Route 20 Page: 1 Anacorte5, WA 98221 Date: 3/22/07 FREESTANDING MID SIGN "A" ELEVATION i'1::' 1 % .. 11/4"Tek e lip' :. :out for 8-Pole SIGN "A" SCOPE OF WORK: ryA h1 iscard exist ro cabinet ord pole, cover . 885L PSLL _ new footing as shown. El �h l a?:e jig for new anchor belts; Set new \ YP�I an r.rr bolts 8: pcil "' r Qncrete For n!'.'. in pp p —� - S/4"a30'Anchor *�'(1:aa new �' �'�'' = 1". Fc,!e Ut lal. Bolt with Nutr, GjncY}pY IJo�t BaSO Plate Detail 8'5ucl Sy.Tube ... NottoBale "?w poles. H 7.. 3/4"ASTM Nut�— +3/4"W aehere 1"thick Ba ee Pate e*l ea?Catina-" Per er"v1T58e. xat croeU Sprelacs 4"A5TM Leveling Nut 4'Anchorf5olt(4total) n ge' tal Square Footage = JL. SaUa"e feet (' rease 12sf) o - yo Setback. Anchor Bolt Detail Not to Scab Exieting ins"x 30'Archor 5c!t5 4 tctal/ Set Existing Freeetandlne Pole Sign Electrical ^ new :-encrete foctlnq (see above l 5/GN Supply 4 - - "A Full Service Electric Sign Company Specializing in Petroleum Rebrand Projects" .- PHYSICAL ADDRESS: MAILINGADDRESS: n- 325 Burnett Ave N P.O. BOX 2849 � yll Renton,WA 98057 Renton,WA 98056-2849 PHONE: (425)917-2109 EMAIL ADDRESS FAX: (425)917-0153 charvey@insigniasign.com > PROJECT NAME & ADDRESS: Job No: 07-3145 Texaco Rebrand RE Powell Scale: 3/8" = 1' '601 State Route 20 Page: 2 N �nacorte5 WA 98221 Isngth of oWm=-4 �2500 psi concrete , wlecf�of Faathg=z-s• Date:4/11/07 *Lee attachM engineering Aetalle SIGN C - SOUTH CANOPY ELEVATION TEXACO STAR LOGO MOUNTING DETAILS Canopy Facia = 75 of _ 25' 0 6� ALUM. COIL ALUM. BACK MOUNTING HARDWARE 9"Illum!nated rra bar(LED; NEON BOOT - / Canopy Facia Fainted Texaco Black vy Othere NEON 8 CONNECTOR Existing Canopy Columns TUBE SUPPORT — STRAIN RELIEF Fainted Texaco Cray PCB FACE --- 60MA TRANSCO TRANSFORMER WEEP HOLE 5cale:1/4"=1' SELF_ TRANSCO TRANSFORMER Exietlne Canopy Elevation NOT TO SCALE (REFERENCE ONLY) - 0 V� - Ir - "A Full Service Electric Sign Company Specializing in Petroleum Rebrand Projects" --" PHYSICAL ADDRESS MAILINGADDRESS: 325 Burnett Ave N P.O. BOX 2849 TEXACO STAR LOGO CANOPY SIGN SCOPE OF WORK Renton,WA 98057 Renton,WA 98056-2849 PHONE: (425) 917-2109 EMAILADDRESS: *Paint 36" canopy facia black per Texaco Specs (*to be completed by others). FAX (425) 917-0153 charvey@insigniasign.com *Install new 28" Texaco Star Logo cabinet sign. *Install new 9" Texaco illuminated red bar (LED) on lower perimeter of canopy. EKOJECT NAME & ADDRE55: Job No: 07-3145 *Wire new Texaco Star logo and red bar to existing electrical circuits. Texaco KeerarO KE Foweil j Scale: See Above *Texaco Star Logo Square Footage= 4.27 (each). 77601 State Route 20 Page:4 �nacorte5, WA 98221 Date 3/22/07