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HomeMy WebLinkAboutESGN2013-0503DATE OF ISSUANCE:- MAY 13 201 PERMIT#.-/ 1-a 2) 3, C tA (I - 2_3 00 12-3200 JOB ADDRESS: 13013 VIIA 0 —1 G-1-b— SUITE #. LOT: BLOCK: SUBDIVISION: NAME OF BUSINESS: lir PHONE NUMBER: SIGN CONTRACTOR (company name). "S (OR ELECTRICAL SIGN CONTRACTOR) STATELICENSERE IRED FOA ELECTRICAL SIGN CONTRACTOR CURRENT MAILING ADDRESS. IS lli'x CITY/STATE/ZIP. H jtk) _T _1(cli PHONE NUMBER. TYPE OF SIGN: ,vFREE STANDING 0 WALL MOUNTED ❑ BANNER ❑ GRAND OPENING thru ❑ OTHER DESCRIPTION OF SIGN: C ki_k )I 41 10- t2-1 I ��q '�s i - _j SIGN DIMENSIONS: I I : --- 2j z t' WALL DIMENSIONS: ILLUMINATED? YES ( NO REFACE? YES NO X ELEVATION: **In accordance with STATELAW& CITYORDINANC illuminated signs must be constructed, installed and wired by a State Licensed Electrical Sign Contractor or a State Licensed Master Electrician. Signs may also be constructed by a fabricator approved by a Nationally RecognIzed-TiFsting-Agency and labeled accordingly" ,--- r- (_ �� ' �_ _' ) VALUATION OF SIT: 4 0 REQUIRED ATTACHME-NT S-i- 1. A separate permit and 2 sets of drawings are required for each sign. For wall signs a separate permit application and plans may be submitted for each elevation. 2. Pole or ground signs require a site plan drawn to scale showing location of the sign. Show dimensions and distances to property lines. Pole sign structural drawings must be sealed by a State of Texas Registered Professional Engineer. Monument and Ground sign applications must include footing detail. 3. Detailed, dimensioned plans of sign showing graphics. 4. Dimensioned building elevation showing sign or signs on building. Show dimensions of height & width of tenant space and or building. 5. Plan Review Fee, 65% of the permit fee is required when permit application is submitted. Balance due upon approval. If any other signs are on the property, give the number and the types I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODE REGULATI G Ul VIENTS. uw) SIGNATUR . PRINT NAME: PH #; L) (A533FAX#: SD EMAIL: !CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL FOR OFFICE USE ONLY FUNCTIONAL TYPE. he-( premise PERMIT FEE. ,/, S17;Fe�e- STRUCTURAL TYPE: -P&Je Si,3-n PLAN REVIEW FEE: q , , APPROVED BY. DATE: --2- 19 2P J3 REMAINING FEE: 0:FORWSIGNAPP 6/4/2004-Rev:3/05,5/06,2/07,11/09 13502 Hamburger Cane Baldwin Park, Ca 91706 -5885 The Best Enterprise 626 -813 -8200 Is A Free Enterprise " V BURGER May 5, 2013 Mr. Ron Stambaugh Planning and Development Manager City of Grapevine 200 South Main Street Grapevine, Texas 76051 Re: Proposed In -N -Out Burger Restaurant Project Proposed Pylon Sign Dear Mr. Stombaugh, We would like to thank you and your staff for taking the time to review our request for your Approval of our Proposed Pylon Sign Location and Elevation. Also, we wish to acknowledge that In -N -Out Burger will be solely responsible for any damages to the existing adjacent Trash Enclosure and Retail Building, in the event that any damages ever result from the location of our Proposed Pylon Sign. Furthermore, we also release the City of Grapevine and Turner Sign Company from any liability resulting from any future Property Damage, that may ever result from the location of our Proposed Pylon Sign. Finally, please feel free to call us at (626) 277 -7913 if you have any questions regarding this matter. Sincerely, Mark J. Noack Project Manager In -N -Out Burger W10m, 111111 11!111 11 91,91WATIM " 11 5i �*Tsu m"'mov" 1 F */ DAVID ALAN HOLLINGER /0 (3 STRUCTURALTECHNOLOGY CONSULTANTS F-5490 OFFICE COPY 7827 Convoy Court, Suite 406 , San Diego, California 92111 (858) 278-2400 (800) 681-8106 FAX (858) 278-2424 signengineer@stcsd.com www,signengineer.com OF THE SERVICE D SHALL REMAI E PPOJECr KK WHIRC—H THEY E RAM f9—E—XEEi7ffD—OFt NOT. TFIRE DRAWINGS E T URNA&L TECHNOLOGY CONSULTANTS 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 Q uj PROJECT: IN -N-0UT BURGER, HWY 114 & WILIiAM D. TATS, GRAPEVINE, TX SHEET: 3 OF 3 0 0 �, PRO]. NO.: 044- 1353A.5 DESIGNER: VH DATE: 07 -25-12 8 CLIENT: CNP SIGNS & GRAPHICS SIGN TYPE: POLE QJANTm'; 1 >rj SPUCE w lla¢ r 0 ° M = 37164 lb-ft Di _ 16 In ti = 0.625 in F 70 ksl 1 P 1352 lb D2 12 In t2 = 0.375 in GOP 3 in P _ Ni = 32 in � M2 29 in m Cap PL Welding Neglect effect of upper M3 = 3 in { ring CI =M(121•) /Hi = 37164(12)/32 z u 13937 lb M L. n (D1) n (16) 50.3 in z �— 5116 In s tl ak d _ Cl/1000 13.937 CAP (tp) D2 y (0.212) (70) (03125) GUIDE RING 0 s 3,0 in ck n M m Cap PL Bending Z Assume cap plate will carry all axial load = Take 6 in (D2/2) strip to — 1/2 in -- a CW h Fy 36 ksl Q S (D2/2) (tp) /6 = 6(0.5)-/6 ® KAM _ 0.2500 in (EVENLY > �ACt�) A (Di -D2)/2 = 2 in WSX Ls RING o M = (P) [(Di- D2)/2] / 2 Dl t�QC r = 1352(2)/2 1352 lb-in p _ fb - M/S 1352/(0.25) 5408 psi -I o Z Fb = 0.6 ( 36000) = 21600 psi ok 3 Check Ring Slot Welding Ring Compression Neglect effect or cap plate r tr = (W, + 114 ") = 1 1/4 in m C3 = C2 V 8 C2 = M ( 12 /.) / H2 Neglect effect or cap plate mt = 37164 ( 12) / 29 = 15378 lb Take quarter of inner ring b i W, min= t1 +5/16 = 0.938 in C2 Fa = t,(n D2/4) = 1.25(n7x12/4) x M W. = 1 in I = 1305 psi L. = 2 x W, _ 2.00 in Fa = 0.6 ( 3600 = 21600 psi plr a N = 4 0 F = C2 / N 1537814 = 3845 lb m { Sb" = F / (4 xWs) = 3845 / (2 x 1) = 1923 psi Fw = (0.6Fw) /Q = (0.6x70)/2.0 Q q = 21 ksi = 21000 psi ok X W, max _ W, min + 1/8 = 1.063 in Greater 2 -1/4 x ti - 1.406 In o W, max = 1.406 in ok LS max = 10 x tl = 6.25 in ok m 2 F 4 M u 0 3 W tY O Z z Z -5 T: p 6 STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHEET Ut n 51212013 U:23:27 PM - OF THE SERVrM IM PROJECT: PROD. NO.: CLIENT: AND SHALL REMAIN THE PROPERWS C..WHETHER THE PPOJECr FOR WHICH STRUCTURAL TECHNOLOGY CONSULTANTS 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 IN44-0UT BURGER, HWY 114 & WILLIAM M TATE, GRAPEVINE, TX SHEET: 2 OF 3 044- 1353A.5 DESIGNER., VF{ CNP SIGNS & GRAPHICS SIGN TYPE: POLE DATE: 07 -25-12 QUANTITY: i % � 0 y � DESIGN CODE IBC 2009 w/ ASCE 7 Provisions UNITS; POUNDS, FT U.N.O F ASCE 7 -05 Wind Loads o 6.5.14 F= qh *G *G *As zz < 6.5.10 qh = 0.00256 *4 *Kerd*V2*I Oaupany Category: II (Table 1-1) � K,L= 1.0 (unless unusual landscape) I= 1.00 (Section 6.2) i? K n= table 6-3 Exposure C v ui Kd= 0.85 (Table 6-4, For signs) V= 90 mph I= e= 500 0.2 (constant for L=. Table 5.2) 65.8 G =0.925 *4*Q) *g,, *I=)} °z ((1+1.7*gq /(1 +1.7 or 0.85 C= 0.2 1= =C *(33 fz }W6) m z =max(0.6 *h, zmin) 2 zmin= 15 Load Combination Factor = 1.0 (Per 2.4.1) j A = 3.4 gq= 3.4 v Q =,/( 1.0 / (1 +0.63 *(B+h) /Ljl, a } L2= 1*(z/33)6 sign m elem. # h Kh qh G s/h Bis G pressure F 1 15 0.85 14.98 0.85 0.18 2.98 1.80 22.92 344 0 2 20 0.9 15.86 0.85 0.18 298 1.80 24.27 121 a 3 22.33 0.94 16.57 0.85 0.18 2.98 1.80 25.35 59 G, 4 25 0.94 16.57 0.85 0118 2.98 1.80 2535 203 v z 5 25.85 0.98 17,27 0.85 0.18 2.98 1.80 26.43 67 0 6 30 0.98 17.27 0.85 0.18 2.98 1.80 26.43 2285 Z rn 7 32.85 1.04 18,33 0.85 0.18 2.98 1.80 28.05 1665 0 8 40 1.04 18,33 0.85 0.18 2.98 1.80 28.05 2276 T sum: 7020 3 O � O m Mm N z ? Xm � NN m A W m v v °o a 0 0 z 0 Z, n p Q STRUCTURAL TECHNOLOGY CONSULTANTS OR US OFFIC � R AGENTS SHALL NOT BE ASPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHE f7 5/2/2013 I I Q3:27 AM OF THE SERVICE THE PROPERTY H T WHI T. H N IS AND x -JLA it STRUCTURAL \UCT L TEC N LOGY CONSULTANTS 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 PROJECT: IN -N-OUT BURGER, HWY 114 & WIf JAM D. TATE, GRAPEVINE, TX SHEET: 1 OF 3 0 PRO7. NO.: 044 -1353A 5 DESIGNER: VH DATE: 07 -25-12 20 CLIENT: CNP SIGNS & GRAPHICS SIGN TYPE: POLE QUANTIFY: i IZZ DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions units; pounds, feet u.n.o. Z M Wind Design (wind design governs) V3 Basic Wind Speed: 90 ASM 7.05, Fig, 6.1 3 Exposure C 0 Design Wind Pressures (psf) y Heights, 15 22.92 p< 20 24.27 M 25 25.35 30 26.43 40 28.05 z Area Porte Arm Moment 0 $ 15.0 344 7.5 2579 5.0 121 17.5 2124 0 2.3 59 21.2 1250 m 8.0 203 23,7 4805 M �+ 2.5 67 25.4 1713 - 86.4 2285 27.9 63796 0 59.4 1665 31.4 52321 m 81.2 2276 36.4 82903 X 259.9 7020 211491 Footing Design 2 1BC Table 1806.2 & Sec. 1806.3.4 i Footing Type: round 0 &' Z S= Sal Pressure (150:4): 300 b = 3.00 S1 = S x d/3 51 = 1365 A =2.34P /S1xb A =4.01 b ° d -O.SA (1 +[i +(4.36h /A)n } = d = 13.65 Formula Per IBC Section 1807.3.2.1 j w Footino size: Y -0" DIA. x 13' -9" Depth 0 Column Design 7- Pipe Steel - ASTM A53 Grade B (Fy = 35 ksl) y Moment at base (# -ft): 211,491 m � S Required Z (in): 120.9 Zreq'd = Moment x 12 / (1 *21000) H (ft) M (lb /ft) Z req'd. Size (in) Ibs / ft t (in) 2 (in 3) V (lb) Compact + n 0.0 211,491 120.9 16.0 102.7 0.625 138.3 - YES 26.0 371164 23.6 12.0 49.8 0.375 53.7 6143 YES n LL' � m z r w M m o V) 4 K 0 Z 0 Z p Q STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AG NT5 SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENE5 5 NEO COPIE OF PLAN SHEET 1 tl 5R/201311 :23:27 AM ME'P,1= FOI31�1�14`�11� f's c�5 s i g� $� m 00'8. 3.6tk 06S 3.6t 7 t 1 I 1IIi x_ §� Nut tI It I :',_.......,ti ' _ --L•! I d�02d D� 0'eo��� 'vg /' I '• ;i s x8417 j .� i ' '' •••'�•• • �I � �� i. j zZ{ 3.4;80s a I ,� �7 I \ \ I ! —__ 7�•ixre -ft It _w tec ` an n------ : ie -e _ __ _ r-- ---•Fly - _ _ _ C! 'Po3ty. i 'x "�a`� 7b 4/ 1 / ..._r'• r :' i � ` \ ``�., j M� . � b��� � ' ^a-ira °axx 'aa •tom ,'� � '1 „__. � < j <1 1 . ;t� /A '� r` i,C+rosra Sal 1• ,_ !/ eeii *O ij __ l'o L'- -- -- -- ........... ..... pq ."i. 1 G ja! !r Fes+ ♦ /g /3, �.p.,\ �� iy 7-" ^ _ _ .: i oa Avg 4 %� /],l / � S F+�, `+�.'O`��x! �b7� n7 �. �� «•.•f- �•w`'R ,,,.'r. - ..,.„• 777 1� .�,� R 1 7�+2�! r� i ! �a, 'b`'r�'y'b,. �• e! 3j � � =�a2 �$g� �Y¢;� � ,' ''r' `� •./ ' � ���' j JVI fit� b < `` % ({ t�'21 A i •trb4T� J� ''! 2 190 �,3® J' �e'' �7!! 7 �� A. �S <aa � '` +bq�4�, :,Qy�or� yr�4r�,� y�rF�y��S /// f � •. � e OR wg.............. _ Page 1 of 1 Manda t (Pole From: Manda Pancholy To: Date: 2/19/2013 11:14 AM Subject: 13 -0503 1303 William D Tate (Pole Sign) Miss Rose Ferguson. The location of the pole sign does not match with the location of the pole sign approved with the conditional use permit #CU 11 -23. Provide site plan with correct location of the pole sign. As the sign is located within 20' utility easement, contact Curtis A Bergthold, the chief construction inspector, Public Works Department, City of Grapevine before sign will be installed to locate the water line. Thanks Manda Pancholy Plans Examiner /Inspector Building Department City of Grapevine 817 -410 -3160 Page 1 of 1 Manda • ancholy - 13-0503 1303 William r (Pole From: Manda Pancholy To: Date: 2/26/2013 10:15 AM Subject: 13 -0503 1303 William D Tate (Pole Sign) Miss Rose Furguson, Sign shall not be closer than 10' from the property line, the proposed sign is 4'6" from the property line. Provide site plan as approved by Conditional Use permit #11 -23. Contact Curtis A Bergthold, Chief Construction Inspector before any foundation work start after the permit is issued. Thanks Manda Pancholy Plans Examiner /Inspector Building Department City of Grapevine 817- 410 -3160 fi1P //C \T7nrnmPntc nncl raPttinuc \mnannhnly \T nral CPtt inoc \TPtrtrt \XPcrrnia,;va \S17( RR7dC �t�� /�n1 z Page of Manda Pancholy - Re: 1303 William D Tate - Pylon Location 10o: Rose Ferguson Date: 3/27/201311:54AM Subject: Re: 1303 VVi||ian) DTote - Pylon Location Rose Ferguson, The proposed sign extends 7.75' over the trash enclosure and has 22.75' vertical clearance. S�nshaUnot be extended over the trash endosure.Relocation of the sign isrequired. - Thanks PlanyExaminer Building Department City ofGrapevine 817-410-3160 >>> "Rose Ferguson" < 3/25/2U1] 1:51 PM >>> K0anda, | have attached the site plan with the revised pylon location. Please let noe know if this will suffice. Thanks. filc://C:\[}ouonncutsand Scttiocm\mnomcknlv\ /`cx �et6nvx\Tcmn\X7P*rnwm4,;}I;7Tlr)PTr 1/77/1o11 Pagel of 2 Manda Pancholy - RE: 1303 William D Tate - Pylon Location From: Manda Pancholy To: Rose Ferguson Date: 3/29/2013 4:22 PM Subject: RE: 1303 William D Tate - Pylon Location Miss Rose Ferguson, As per enviremental services requirements ,minimum 25 feet clearance is required for the truck to empty the garbage container. The sign area approved by conditional use permit is 288 sq ft (18' wide by 16' tall) and 40' total height.The proposed sign is 256" wide by 173" tall. The sign shall be 10' setback from the property Iine.For the easement encroachment contact Curtis Bergthold at 817- 410 -3143. Thanks Manda Pancholy Plans Examiner Building Department City of Grapevine 817- 410 -3160 >>> "Rose Ferguson" < 3/28/2013 1:26 PM >>> Manda, The landlord has approved the location and is sending over a letter. Can the sign extend over the trash enclosure with his approval? What would be our other option? If we move it closer to the property line, we'll be in the easement again. s M = �iW�aY From: Manda Pancholy [mailto:Mpancholy @grapevinetexas.gov] Sent: Wednesday, March 27, 2013 11:56 AM To: Rose Ferguson Subject: Re: 1303 William D Tate - Pylon Location Rose Ferguson, file:HC:ADocuments and Settinas\mnancholv\Local Settings \Temn \XPgrnwice \5155RFR ( l Page 2 of 2 The proposed sign extends 7.75' over the trash enclosure and has 22.75' vertical clearance. Sign shall not be extended over the trash enclosure. Relocation of the sign is required. tHTI MM Manda Pancholy Plans Examiner Building Department City of Grapevine 817- 410 -3160 >>> "Rose Ferguson" < 3/25/2013 1:51 PM >>> Manda, I have attached the site plan with the revised pylon location. Please let me know if this will suffice. Thanks. M = w file) /C: \Documents and Settings \m-oancholy Local Settings \Tema \XPgrnwigP \5155RFRo 1/?9/,)()t I I� iS -TW- X1• oVT DVRUC2'.5 SvLEL1 RESPoaS11311-111 �vlz Ir7N -i D�mAG�s 'ro fi��E C�151hy ADIAtC -f l'1 TRASVl S)ACLOSVkrz AMt QC'IA1L (3DIL01y4tr evc-e 1lSL-: Svti FRa1rr1 -tl•IC LOtAllcP4 OF PanpoSEo PILV)j 5141,•1. Y LT-400 VALLT .76 SAyc � Pi2v.,IOr-- o1s \ FAD ` D =04'0519'C/` R- 1879.65' _Lsi 24,13' — - CB— S56.47'34 "E CD- 134.10' 7 • �nD {� i5-?. t+cR M '�-QIQL AT S14pi.) 11%e-A110M• E I`b 2a` C�1C+r f� f.1 "t 1P►G "I qv 13 e 0!50 .3 POLE SIGN LOCATION DETAIL SCALE. 1' � 30-U , V"i 13 ©3 W;1liclw*l t) -1102 ,N117 ..�, 91-1- y10 - 3143 - CONTRACTOR SHALL CALL FOR INSPECTIONS. I-►- tiIn• -solo CONTRACTOR REGISTRATION WILL BE REVOKED UPON PERMIT EXPIRATION, �vie �,.� - �I- vuT- 13uQG�fL T'11on S'�',n . SEPARATE PL.UM81N0. MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIREI) OFFICE COPY UNLESS SPECIFIED, THIS ORAWrNG Ig NOT FOR PRODUCTION 'w.t I1YC x w i' i %1•yM I C i 2010 CH► SIgm • Gr%AOcs Wti'Y�aV b�.. ♦ l..c w .s i,�.e re r 4P.1tir 1f1 -o5s ?1 }o I 1 D ( DWNG I r j oQl N,, 3 of 13 c I I IP KEY SIGNS & GRAPHICS NEW D/F INTERNALLY ILLUMINATED PYLON SIGN -0 1' ' X 21 -0' CABINET "IN- N -0&7 -'@4O' o�� 40' -0. 0AH 4530 NR sk�r, Gorge Psec e L,:• Son ., ^,. CA 92120 Tel: 61v 283.2191 Fez: 619.2113,9503 Web w«w.Cnpsigns.wm ctt,n IN-1114-OUT CITY OF GRAPEMN ... RELEASED F0%— ' cON(--%TRUCTIO SHEET: ��• RELEASE DOES NOT AUTHORIZE ��� ' 1303 WILLIAM D. TATE AVE. ANY WORK IN WITH THE BUILDING CODE OR CONFLW ZONING ORD THIS PLAN TO BE KEPT ON SIGN IFLACEMENT DETAIL THE JOB AT ALL TIMES DATE: S '$ -201 BY: 13UILDING INSPECTION DIVISION RELEASE DOES NOT APPLY Y gILCOX aEAD TO CONS RU EASEMENTS OR ON PUBLIC RIGHT -OF- ALL CHANGES MUST YY �►'D NOTED BE APPFI SEPARATE PL.UM81N0. MECHANICAL, ELECTRICAL AND SIGN PERMITS SHALL BE REQUIREI) OFFICE COPY UNLESS SPECIFIED, THIS ORAWrNG Ig NOT FOR PRODUCTION 'w.t I1YC x w i' i %1•yM I C i 2010 CH► SIgm • Gr%AOcs Wti'Y�aV b�.. ♦ l..c w .s i,�.e re r 4P.1tir 1f1 -o5s ?1 }o I 1 D ( DWNG I r j oQl N,, 3 of 13 I lTT 1�RT VAULT na�i • ?'� T • p 16+ F.fj �c 6' "�. SZREET - \ SIGN D= 04*05'19 "G'�. R= 1879.65' L =1 31,x'. CB =S56*4703410 E CD =134.1 0' EXISTING 15' HIGH BLOCK PAD SCREEN WALL r EXIS RHEAD SIGN REMOVED NOTE: CENTER OF NEW 16" DIAMETER PYLON SIGN POLE WILL BE I FROM EXTERIOR OF EXISTING SCREEN ' EXISTING BLOCK TRASH//", RASH %` % � ENCLOSURE `, �• b► CONCFdEilf; 11ko ITEFS WALL;% T -11" OVERHANG OF UPPER YELLOW ARROW OVER TRASH ENCLOSURE (30' HIGH CLEARANCE BETWEEN GROUND & 6' BOTTOM OF ARROW) mNEW D/F INTERNALLY ILLUMINATE T -0" X 21' -0" CABINET "IN -N -OUI CITY OF GRAPEVINE RELEASED FOR SHEET: CONSTRUCTION OF U RELEASE DOES NOT . WITH THE BUILDING CODEIOR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE: S • BUILDING INSPECT pN ION RELEASE DOES NOT APPLY TO CONST111"N ON IN EASEMENTS OR ON PUBLIC RIGHT -OF -WAY ALL CHANGES MUST BE APPROVED N. 1 NOTE: CENTER OF NEW 16" DIAMETER 1CK �sr PYLON SIGN POLE WILL BE 6' FROM EXTERIOR OF EXISTING SCREEN Mt. ��� EXISTING 24" WATER MAIN TO BE VERIFIED VAULT PRIOR TO EXCAVATION OF FOUNDATION ILET IL� g� FOR NEW INO PYLON SIGN. NOTE: DISTANCE BETWEEN CENTER OF WATER LINE TO CENTER OF PYLON SIGN POLE IS 6'; MINIMUM CLEARANCE BETWEEN OUTSIDE EDGE OF EXISTING WATER MAIN TO FOUNDATION FOR PYLON SIGN IS 3', PYLON SIGN POLE WILL BE LOCATED OUTSIDE OF UTILITY EASEMENT. I I Y ; w m m U B1/4' ?Ci• +D'CABIHF'T __ 3 1i AB. NOTE: GRAY SQUARE EFOOTAGE INDICATES CALCULATED UPPER ARROW' 81.1 SOFT AREA LETTERS' 145.3 SO FT LOW€A ARROW 8.1 SO TT 234.5 SOUARE a EET TOTAL AREA SIGN SPECIFICATIONS: DIF INTERNALLY ILLUMINATED MONUMENT SIGN W/ ALUMINUM CABINET 8 ARROW W/ FORMED FACES COLORS ARE PER BELOW. ARROW.. FABRICATED CHANNEL WITH RETURNS PAINTED TO MATCH PMS YELLOW' C' W1 GLOSS FINISH, FORMED YELLOW #2037 ACRYLIC PLASTIC FACES WITH 1' YELLDW TRIMCAP EDGES, HO TRIPHOSPHORUS LAMP ILLUMINATION. CABINET: FABRICATED CABINET 8 RETAINERS PAINTED TO IND RED W/ GLOSS FINISH. FORMED RED #211 -1 ACRYLIC PLASTIC FACES W/ WHITE LETTERS. HO TRIPHOSPHORUS LAMP ILLUMINATION. POLE.' PAINT EXISTING PIPE TO MATCH OUNN EDWARDS 'BDNE CHINA WHITE'. (13AOUddV 30 ism s3owHJ Tw ELEVATION VIEW NI NOIM i fffvJ Ol k'ldd � ON S300 3SV313W NOISIAIa NOL03dSNI EM(nif19 :Ike C-1. 08 , �` :awa S3INI1 -1-1V Ld sor 9H1 NO - dDyl D8 01 NV-1d SIHl 0r.i`YN !'CiHo E)NINOZ LO 3400 ONIcnin9 3H1 HIM lr NI )fb M ANV 3ZIHOHinv ION S300 3SV3139 D/F INTERNALLY ILLUMINATED 7' -0" X 21' -0" PYLON SIGN @ 40' -0" OAH - - :dp •133HS SCALE: 1/8"= 1' -0' r,0u0nH1 .,N00 U0J 03SV3138 3N1n]dVH0 =10 01110 ul 1w SIGNS & GRAPHICS 4530 Mission Gorge Pleco Sen Diego. CA 92120 Tel: 619.283.2191 Fax: 618283.9503 Web: nww.cnpsigns.com am IN -N -OUT INt N -0llT #)O= w: f* 1303 WILLIAM D. TATE AVE GRAPEVINE, TX acn rr r MONUMENT SIGN 90 w GARRY WILCOX xs ++- JEREMY READ 10/26/10 NOTED U NL ESS SPECIFIED, THIS DRAWING IS NOT FOR if /tr F•; tfM -rn� vw-.. Ways a*rrr vn [iy niKYN® YY,.ICNIP�I. 1rv,� .vaf t- iM nvw•I :>uvy:. tK M ti^Nn.! P'cc..; D, 2010 CNP Slgn. # 6rophics LM�luar � ,R6.4 J YY a-y�. w M ..Orur�wNdC.a •r.�. Y�>rliec " 10- 956 —I� 3D9019 i 10 000000 r:EV406 F. Tj rn —.1 I T. >• 5 of 13 DESIGN CRITERIA: CODE: 2009 IBC WIND: BASIC WIND SPEED: 90 MPH (3 SEC. GUST), EXPOSURE: C, I: 1.0 SEE WIND CALCULATIONS FOR DESIGN WIND PRESSURES LOADS: DL: 10 PSF, LL: 0 PSF, SL: 0 PSF SOIL: CLASS 4 (150 PSF - LATERAL BEARING), TABLE 1806.2 CONTRACTOR'S RESPONSIBILITY: THE CONTRACTOR SHALL FIELD VERIFY THAT EXISTING AND PROPOSED SITE CONDITIONS ARE CONSISTENT WITH THESE DRAWINGS PRIOR TO THE START OF ANY WORK. NOTIFY ENGINEER OF RECORD IMMEDIATELY IF SITE CONDITIONS VARY FROM THESE DRAWINGS. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND JOBSITE SAFETY. SCOPE OF WORK: THE SCOPE OF STCS DESIGN IS LIMITED TO FOUNDATIONS, SUPPORT POLES, SPLICE CONNECTION, AND ATTACHMENT OF SIGN CABINET TO SUPPORT POLES. ALL OTHER ITEMS ARE EXCLUDED, INCLUDING, BUT NOT LIMITED TO SIGN CABINET FRAMING. ANY MODIFICATIONS TO STC'S DESIGN SHALL BE REVIEWED AND APPROVED BY A LICENSED ENGINEER. STRUCTURAL TECHNOLOGY CONSULTANTS (STC) DESIGN IS BASED ON DRAWINGS AND DIMENSIONS PROVIDED TO STC BY OTHERS. THE SIGN MANUFACTURER AND SIGN INSTALLER SHALL VERIFY ALL FINAL DIMENSIONS AS SHOWN ON THE ENGINEERING DRAWINGS AND THE SHOP DRAWINGS, AND SHALL BE RESPONSIBLE TO ENSURE THE FIT OF ALL SIGN COMPONENTS. GENERAL NOTES: 1, SOIL: NO SPECIAL INSPECTION REQUIRED. IF SOFT OR SANDY SOIL, CLAY, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT GEOTECHNICAL ENGINEER OR ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS. 2. IF THE SOIL UNDER THE STRUCTURE INCLUDES CLAY, OR OTHER EXPANSIVE MATERIALS, IT IS RECOMMENDED TO REPLACE THE SOIL WITH COMPACTED (95 %) GRANULAR SOIL OR IMPLEMENT METHODS TO ACCOMMODATE POTENTIAL EXPANSION. 3. CONCRETE: STRENGTH DESIGNED AS PC =2500 PSI MIN. SPECIAL INSPECTION NOT REQUIRED. CONCRETE USE AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GUIDELINES SET FORTH IN ACI 304. 4. PIPE STEEL: ASTM A53, GRADE B (FY =35 KSI MIN.). 5. ROLLED STEEL/ PLATE STEEL: ASTM A36 (FY =36 KSI MIN.). 6. PROVIDE SPECIAL INSPECTION FOR FIELD WELDING PER CODE SECTION 1704 AND TABLE 1704.3. 7. STEEL WELDING: ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS USING E70 ELECTRODES OR WIRES, AND AWS APPROVED SYSTEMS AND PROCEDURES. 8. ALL FABRICATION SHALL OCCUR IN THE SHOP OF AN APPROVED FABRICATOR, AS DESIGNATED BY THE LOCAL BUILDING DEPARTMENT. 9. PROVIDE A PROTECTIVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS EXPOSED TO WEATHER, MOISTURE, OR SOIL. 10. PROVIDE SLOPE AWAY FROM BASE OF SUPPORT. 11, IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO MONITOR STRUCTURAL ELEMENTS AND FASTENERS FOR DAMAGE, CORROSION, OR DETERIORATION. SIV2013 li 22:55 AM d 03A08ddV 88 iSnW S90NVH0 -»V 'I.VM-:40-1H01d 0119f1d NO b0 S1N3W3SV3 NI NOinnHiSNOD 01 AlddV -LON S90CI 3SV313H NOISIAIO N01103dSN1 JNiciinB �S :31 S8 W11 �1V 1V 80f DHl NO ld8>1 38 01 Nb'ld SIH1 30NVN1GbO DNINOZ 80 3000 JNI011ng 3Hl H11M 10113N00 NI NUOM ANV 3ZI8OH1f1V -LON S300 3SV313H '3O :133HS NOI- LonHiON0O 80J a3Sd3138 3N1A3dV80 d0 A.UO STRUCTURAL TECHNOLOGY CONSULTANTS 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 PROJECT: IN-N-OUT BURGER, HWY 114 & WILLIAM D. TATE, GRAPEVINE, TX SHEET: 1 OF 1 PRO]. NO.: 044- 1353A.5 DESIGNER: VH DATE: 07-25 -12 CLIENT: CNP SIGNS & GRAPHICS SIGN TYPE: POLE QUANTITY: 1 25'-6"± 20' -10" 31-0"0 ELEVATION A scut: i�� � r -0• a �o u LL, O IfV N to a II a z J TYPICAL SADDLE DETAIL (TOP & BOT. OF SIGN, 2 MIN.) B sGis rns. 12" PIPE PL 112 PL 1/4 BOTTOM SIDE ONLY �" MIN. M Z r (/16 4 PLACES (EVENLY > -= SPACED) 1 x 2 16" PIPE CENTER OF PLUG WELD SIGN FACE / \ ORIENTATION CENTER OF PLUG WELD * PROVIDE WATER -PROOF SEALANT ON TOP SIDE OF CAP PLATE TO PREVENT WATER FROM ENTERING GAP BETWEEN THE CAP PLATE & UPPER PIPE SPLICE DETAIL DAVID ALAN HOLLINGER � 112227 O, Cs REVISED ortdz <« 05 02 -13 STRUCTURALTECHNOLOGY CONSULTANTS F -5490 V Q >n Z o� a 6 W ° °C w Yi m �W w� a� �a w� s �G �o zz a� o ° �° a° �5 � o It 5 nz ° Z 00 �Za z�a s;� m dW O O yZj °O' Q � J O u 030 �g FU� �o= oar z. LOT IR-i 7 3 A4 4 AT, It It A# LOT 2A-2 rr LOT 2A-1 L0T3R-3 ti $ff DEMILE0 PLACEMENT MIN PACE 3 IJIAC OVERALL SITE PLAN SCALE: 1 = 80'-0 KEY mNEW DiF INTERNALLY ILLUMINATED PYLON SIGN 7*-O'X 21'-0" CABINET "IM-N-Otfl- @ 40'-O- OAH ul 11-j SIC-NS & GRAPHICS 4530 Gorqt Plucc San Um i,, CA 92120 Tel: 619,283.2191 Flu: 619-283,9503 Web w cnpsigns.00m IN-pi-OUT IN-N-OUT #XXXX U ':4 1303 WILLIAM D. TATE AVE. GRAPEVINE, TX i OVERALL SITE PLAN AND SIGN KEY GARRY WILCOX JEREMY READ 10/26/10 NOTED 77�UNLESS SPECIFI&D, I'Mis ORAWING IS NOr FOR PROOLOCTION i,)2010 CNP&iqru&GFaphIcs ,— ' 5 0-- 10-956 10 P "s 7 7. XEY M, 2 of 13