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HomeMy WebLinkAboutESGN2013-0508*�T MAY �- 3 203 V r DATE OF ISSUANCE: r V � PERMIT #: emu: kv Z3 SIGN PERMIT APPLICATION CIO: l2- 32-60 JOB ADDRESS: 1303 SUITE # LOT: BLOCK: SUBDIVISION: NAME OF BUSINESS° PHONE NUMBER: SIGN CONTRACTOR (company name): l� ; ",�U (OR ELECTRICAL SIGN CONTRACTOR) STATELICENSERE 1RED FOR ELECTRICAL SIGN CONTRACTOR CURRENT MAILING ADDRESS: _A/T1,5 —1 CITY /STATE /ZIP: = i � : In � ( E H uW, l ln1 I PHONE NUMBER: TYPE OF SIGN- ❑ FREESTANDING ❑ WALL MOUNTED [I BANNER El GRAND OPENING thru Nl X OTHER cni k::)(ALr :) DESCRIPTION OF SIGN' NIn C4` c --fbu d MP (1 v �-3,�,cy —d @ 11 1 .5 S-f SIGN DIMENSIONS: yl ,3 II `I I` WALL DIMENSIONS: ILLUMINATED? YES NO REFACE? YES NO' ELEVATION: k * *In accordance with STATELAW &CITY ORDINANCE, 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 Testing Agency and labeled accordingly ** VALIDATION OF SIGN: 4, I j — REQUIRED ATTACHMENTS: 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 IN MATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODE REGULATI G I ENTS. PRINT NAME: i U s I j on j usq–) SIGNATUR PH #: °u Imo? • dad • �3<5FAX #: SA 7 -' ;03 it a� EMAIL: \rl /CHECK BOX IF PREFERRED TO BE CONTACTED BY E -MAIL ✓ FOR OFFICE USE ONLY _ FUNCTIONAL TYPE: he– I pYe v1n i Se PERMIT FEES' �724; ..5 STRUCTURAL TYPE: menu beaya PLAN REVIEW FEE: APPROVED BY: _An. DATE: a' • 2013 REMAINING FEE: 0:F0RMVS1GNAPP 6/4/2004- Rcv:3/05,5/06, 3/07,11/09 ` 1 ,^ l �{p[ @ U mo E Y {L�i F Y F FLL R � N R u'��a$ { F. 1Dia o. _ � s 5 _s a - z �� s �� i�z, domrn Jl mo l� j :/0N0 14:— �� O i fig 2 o ag J � O J S J ` to ' o_ � W z vZ V Ld LdV' (A ¢ r Q-W l Inf z R Cr O O Y z O LL Li ❑ U z Y LU C) a: - � ! 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O W Wm J NOf�Q } CD a 1-y. m co _ crL"0 -- o F-Q Waal ° �°ZCO z d <(D `{ M o�� z z o LtJ � D � o Z ,4*Ay w K ?r Z uj --J Q LL 6i Q n f- cs cn a 0 0 m LLJ z 0 a z J J J J a� LLJ II f" Z U H itStructural Technology Consultants Woman Ownedl Certified Small Business Providing Practical Engineering Solutions Structural Calculations for IN -N -OUT BURGER Hwy 114 & William D Tate, Grapevine, TX STC Project No. 044 -1353B February 20, 2013 OF TF"r -9 DUANE JOSEPH GEE ® I ¢ i3 103881 �tCEN� tCNAL �NCa STRUCTURALTECHNOLOGY CONSULTANTS F -5490 7827 Convoy Court, Suite 406 I San Diego, California 92111 (858) 278 -2400 i (800) 681 -8106 j FAX (858) 278 -2424 1 signengineer @stcsd.com 1 www.signengineer.com OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF STC WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND CA Uj STRUCTURAL TECHNOLOGY CONSULTANTS Q 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 Q PROJECT: IN -N -OUT BURGER, HWY 114 & WILLIAM D. TATE, GRAPEVINE, TX SHEET: 1 OF 2 Z N PRO]. NO.: 044 -13536 DESIGNER: VH DATE: 02 -20 -13 m 0 CLIENT: CNP SIGNS & GRAPHICS SIGN TYPE: MENU BOARD QUANTITY: 1 D 5 DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions Z W fL units; pounds, feet u.n.o. 0 0 w Wind Design (wind design governs) M Z c 2.29 Basic Wind Speed: 90 ASCE 7 -05, Fig. 6.1 v U 3" Exposure C { o Design Wind Pressures (psf) z = Heights; 15 21.65 p Z Area Force Arm Moment 0 N 0.5 11 1.0 11 D Z Z 10.0 216 4.3 928 < D 10.5 226 939 0 �^ o (Fig.6r20 note 3 case 8 m for double supports) 379 1573 p Footing Design o o IBC Table 1806.2 & Sec. 1806.3.4 M Footing Type: round N S= Soil Pressure (150x2): 300 b = 1.33 0 X St = S x d/3 S1= 382 O A= 2.34P /S,xb A= 1.75 D d =0.5A { 1+L1+(4.36h /A)]' /) } = d = 3.82 0 LL 0 Z Formula Per IBC Section 1807.3.2.1 0 O Z V) Footing size: V -4" DIA. x 4' -0" Depth f a o Column Design = Z LU w Tube Steel - ASTM A500 Grade B (Fy = 46 ksi) N 3 v Moment at base ( # -ft): 1,573 0 LLI M Required S (in3): 0.7 r� LU Sreq'd = Moment x 12 / (1 *27600) { �S H (ft) M (lb /ft) S req'd. Size (in) Ibs / ft t (in) S (in) V (lb) LU F 0.0 1,573 0.7 3.0 6.9 0.188 1.6 - A 0 m 2.0 839 - - - - - 216 3 m Bolt Design 1/2" DIAM. M.B. (A307) n Ln m Moment = 839 LB -FT Z 0 T,,,d = 839 LB -FT (12 LB /IN) / (1 BOLT)(5.25 IN) = 1,918 LB /BOLT { Ta,,w = 0.196 inz (22,500 PSI) = 4,410 LB O m W Steel Plate Design PL 5/8 "O`W -6" 0. o Mpi = (1,918 LB)(3/4 ") = 1,439 LB -IN m a S = (1.5 ")(0.625 ")2 /6= 0.098 in3 tn z m fb = Mpi / S = 14,684 PSI Fb = 36,000 PSI / 1.67 = 21,557 PSI OK o w w Z F- m LU U 3 0 to Lq w Z H o 0 n Z 0 STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SH6ff n F OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF STC WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND 7) STRUCTURAL TECHNOLOGY CONSULTANTS Qn 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.: 858.278.2424 Q PROJECT: IN-N -OUT BURGER, HWY 114 & WILLIAM D. TATE, GRAPEVINE, TX SHEET: 2 OF 2 z N PROJ. NO.: 044 -1353B DESIGNER: VH DATE: 02 -20 -13 zo CLIENT: CNP SIGNS & GRAPHICS SIGN TYPE: MENU BOARD QUANTITY: 1 D c� DESIGN CODE- IBC 2009 w/ ASCE 7 Provisions UNITS; POUNDS, FT U.N.O 0 ASCE 7 -05 Wind Loads 0 N 6.5.14 F= qh *G *Cf *AS m z 6.5.10 qh = 0.00256 *Kh *Krt *Kd *VZ *I Occupany Category: II (Table 1 -1) N (unless unusual landscape) I= Krt= 1.0 P) 1 coon 6.2 ( ) M 3 Kh= table 6 -3 Exposure C < Kd= 0.85 (Table 6 -4, for signs) I= 500 (constant for Lz. Table 6.2) a ° V= 90 mph e= 0.2 < 6.5.8 G =0.925 ((1 +1.7 *gq *4 *Q) /(1 +1.7 *g„ *Iz)) or 0.85 c= 0.2 z i,= c *(33 /z)(I/6) z= max(0.6 *h, zmin) z z z zmin= 15 Load Combination Factor = 1.0 (Per 2.4.1) j g„= 3.4 0 z gq= 3.4 = m M Q =-/( 1.0 / (1 +0.63 *(B +h) /L'f 63) X > )e 1 *(z /33)e 0 o g y z elemn# h Kh qh G s/h B/s Cf pressure F U 1 1.98 0.85 14.98 0.85 0.70 0.92 1.70 21.65 11 (!1 0 2 6.625 0.85 14.98 0.85 0.70 0.92 1.70 21.65 216 a bsum: 226 a v ° w 0 z 0 0 V Ln � 0 w a � = w N T 0 3 O Li M N N xw W 0 = r m 5 D X 3 n m z 0 m c� 2 LL m U X a N X m o N a z z o o LU V) Z x r v m U r 0 LA 4 a 0 LU z 0 O n z 0 0 STRUCTURAL TECHNOLOGY CONSULTANTS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF PLAN SHEET n DESIGN CRITERIA: CODE: 2009 IBC WIND: BASIC WIND SPEED: 90 MPH (3 SEC. GUST), EXPOSURE: C, I: 1.0 2 5 ©8 SEE WIND CALCULATIONS FOR DESIGN WIND PRESSURES ?- LOADS: DL: 10 PSF, LL: 0 PSF, SL: 0 PSF SOIL: ALLOWABLE SOIL PRESSURE: CLASS 4, 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. SCOPF OF WORK: THE SCOPE OF STC'S DESIGN IS LIMITED TO FOUNDATIONS, SUPPORT POLES, AND PLATE CONNECTION. 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 MANUFACTURER AND 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 COMPONENTS. GENERAL NOTES: 1. SOIL: NO SPECIAL INSPECTION REQUIRED. IF SOFT OR SANDY SOIL, 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 F'c =2,500 PSI MIN. SPECIAL INSPECTION NOT REQUIRED. 4. HSS SQUARE OR RECTANGULAR STEEL: ASTM A500, GRADE B (Fy =46 KSI MIN.). 5. ROLLED STEEL / PLATE STEEL: ASTM A36 (Fy =36 KSI MIN.). 6. NUTS AND WASHERS SHALL BE USED WITH ALL FASTENERS AND SHALL BE COMPATIBLE WITH FASTENER SIZES, MATERIAL TYPES, AND HOLE SIZES, IN ACCORDANCE WITH AISC SPECIFICATIONS, UNLESS NOTED OTHERWISE. 7. THE MATERIAL/COATING TYPE USED FOR FASTENERS (GALVANIZED) SHALL BE BASED ON EXPOSURE CONDITIONS AND THE RECOMMENDATIONS SET FORTH BY AISC, IN ACCORDANCE WITH COMMON INDUSTRY PRACTICE. NO GUARANTEE TO PREVENT CORROSION THROUGHOUT THE LIFE OF A STRUCTURE IS IMPLIED. FASTENERS SHALL BE MONITORED PERIODICALLY FOR SIGNS OF DETERIORATION. B. BOLTS: ASTM A307 (Fu =58 KSI MIN.). 9. STEEL WELDING: ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS USING E70 ELECTRODES OR WIRES, AND AWS APPROVED SYSTEMS AND PROCEDURES. 10. ALL FABRICATION SHALL OCCUR IN THE SHOP OF AN APPROVED FABRICATOR, AS DESIGNATED BY THE LOCAL BUILDING DEPARTMENT. 11. PROVIDE A PROTECTIVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS EXPOSED TO WEATHER, MOISTURE, OR SOIL. 12, PROVIDE ISOLATION OF DISSIMILAR MATERIALS INCLUDING A PROTECTIVE COATING FOR ALL ALUMINUM TO BE IN CONTACT WITH STEEL OR CONCRETE. (EXAMPLE: NEOPRENE BARRIER, PLASTIC WASHER, ZINC COATING, OR SIMILAR.) 13. PROVIDE SLOPE AWAY FROM BASE OF SUPPORTS. 14. IT IS THE RESPONSIBIorlOE'THEIOW,NNEIbWR OWNED 6 PRESENTATIVE TO MONITOR STRUCTURAL ELEMENTS AND FASTENERS FOR DAMAGE CORR�SION, EICRAn,. 15. IN REGIONS SUBJE qe EE IIV I [ M ODS TO PREVENT SATURATION OF SOIL UNDER AND AROUND FOOTING. CONSTRUCTION ry SHEET: OF: RELE''SE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL TIMES DATE: Z -1 (� • 2 G 13 BY: L--C BUILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EP.SE.YIENTS OR ON PUBLIC RIGHT -OF -WAY. ALL CHANGES MUST BE APPROVED 2/20/2013 1:59:49 PM 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 -1353B DESIGNER: VH DATE: 02 -20 -13 CLIENT: CNP SIGNS & GRAPHICS SIGN TYPE: MENU BOARD QUANTITY: 1 n 0 4' -3%" z 1' ELEVATION A SCALE: 3/8' 3" 000 M TPL5/8"x3"xO'-6" /16 QO W/ (2) -1/2 "0 M.B. M PLATE DETAIL B SCALE: 1 1/Y =1' -V STRUCTURAL TECHNOLOGY CONSULTANTS F -5490 i to ° LL Z O w� a aw z� Q> m sd w w o = 2o �m rn O Z� o° 80 aE °a moC)? Z °off Fd� �w0 °a >g ao= � w S zLL ° ° r 4 N oV m o °w Z w �mf o° �Zo 0ov z�¢ ° � w a vow Z�m Z Zg o� w w a�Z �Z~ o o w �wo 0 �14 u boo d ow0 Z=� 030 w � ws� ~ w zz � s = °aw O w H �J ZL-,=