Loading...
HomeMy WebLinkAbout25351 RAILROAD CANYON RD_ 06-00004189Scope of Work _ a L L 000 NEW 45" FACE & HALO LIT "5TAR" LOGO CLOUD 51GN r NEW 42" FACE & HALO LIT "STAR" LOGO CLOUD 51GN Q3 a 24" FACE & HALO LIT "CARL'S JR." 00 CHANNEL LETTER5 QO Q) NEW D/F ILLUM. DIRECTIONAL 5IGN5 Install Only Manufacturing By Others DRIVE -THRU PREVIEW 50ARD ORDER CONE BOARD FOOTING ONLY) DRIVE -THRU MENU 5OARD INTERIOR MENU 130ARD5 f CLIENT TO PROVIDE 11OV120A CIRCUITS TO EACH 51GN LOCATION. CARLOS JR. -Site Plan SCALE: NTS F LAKE E LD1NG DIVISIO F 3 F 1 F 3 is F I F 1 F I FE 1 FE City Of La, E LE&Ma Planning Division Approval Approved By: 10 Sm s i Taftwe - -------- ----- t - -- - -- -- NEW 48" FACE & HALO LIT "5TAR- LOGO CLOUD SIGN 5necification5: NEW 42" FACE & HALO LIT "51AR" LOGO CLOUD SIGN 48" & 42" 5TAR5 TO 5E 51F CUSTOM FADRICATED ALUMINUM CABINET CON5TRUCTED OF .063 (5" RETURN5) WITH .063 ALUMINUM BACK5 FIN15HED FRAZEE "CHEERY RED" #6355K AND SLACK TRIM CAP. ILLUMINATE WITH WHITE LED 13ACK5 TO BE CLEAR LEXAN FOP, HALO ILLUMINATION EFFECT. STARS TO DE IN5TALLED 15/5" OFF FA5C1A ALL COMPONENTS TO BE U.L. APPROVED FRAZEE "CHERRY REV / 3M #3630 -73 DARK RED YELLOW ACRYLIC #2037 i 3M #3630 -015 SLACK 48" & 42" FACE & HALO LIT , "STAR," LOGO CLOUD SIGNS SCALE: V = 1' -0" 3!8' D40 FASRICA -ED - ALUMINUM RETURN5 TRW CAP POWER CONN ECT R MULTIPLE PER PCB) JUMPER CONNECTOR - MRE 5U PPLY TO PiOINER 5OURCE LED 5TR:P 3116' ACRY 3C FACE - 34"X1'Vz' NYLON ANCHOR5 A5 REQUIRED) WALL 13/8" F- 5„ ILLUMINATED - 5TAK" LOGO FLOURE5CENT OR LED) 13UILDING FASCIA ENa VIEW EMT P0hI =R 5u PPLY D%5CONNECT p 5AITC? a f AL UMYUM FLEX r veLTaRCU!r PR D`D sY cusror ER 3P6'CLEAR LEXM14 5PwK STAND -^`F PAU ARE HALO LIT & FACE -LIT LED PAN CHANNEL LETTER (Typ) G.0 to S i" primary paver omaw National Sign Project: 5K# Rcrtaurant5- Carl'o Jr. Client App APPROVED 8 Revisions: Drawing Number RELEASED FOR 09120/2006 GA. KvSD. 5TAR5 MARKETING CORPORATION Address: Railroad Canyon Rd., Lake Eloinore, CA 92532 CONSTRUCTION 09126/2006 LT. REV `CARL'S° TO FACE &HALO LIT 21 92082 4881 Murrieta Street Chino CA 91710 Phone: Account Mgr. 5• KooenHoomr(fA Tel 909.591.4742 Fax 909.591.5356 Designer: Araiza G. Scale: Noted Date:07-L0612006 Date: sak , Sheet 2 of 9 e -mail safes @nsmc.net ELECTRONIC SIGNS tI ftf 1 I11 13t rt f 1 l V I 24" FACE & HALO LIT "CARL'S JK." 161 m CHANNEL LETTERS Channel Letter Specifications. FACE CONSTRUCTED OF PEE) ACRYLIC #278, BACK TO BE OF CLEAR LEXAN FOR HALO ILLUMINATION EFFECT. 1" BLACK TKIMCAP 5° DEEP RETAINERS CONSTRUCTED OF .040 ALUMINUM WITH .063 ALUMINUM BACKS PAINTED BLACK LETTERS TO BE INSTALLED 1 318" OFF FASCIA LED ILLUMINATION TRADEMARK: OPAQUE BLACK VINYL ALL COMPONENTS TO 13E U.L. LISTED & APPROVED BLACK RED ACRYLIC #2793 24" FACE & HALO LIT RED SCRIPT LED CHANNEL LETTERS SCALE: 1 ° = V -0" r( fJNational Sign Project: BKI Rcotaurant5- Carl's Jr. Client Approval: APPROVED & A MARKETING CORPORATION Address: Railroac# Canyon Rd, Lake Elsinore, CA 92532 CONSTRUCTION 4881 Murrieta Street Chino CA 91710 Phone: Account Mgr. 5. Rosenbloom Tel 909.591.4742 Fax 909.591.5356 Designer: Aralza G. Scale; Noteai Date -0710612006 Date: p, e -mail sales @nsmc.net safe 3IIi 3 1_ 1319' D40 FAB91CATEP ALllMINUM RETURNS TRIM CAP POWER CONNECTOR MLk IPLE PER PCB) JUMPER CON N EL :OR — WIRE SUPPLY TO POWER 50URCE LED STRIP 3P4&'ACKYLIC FACE — k-MW NYLON ANCHORS A.. RECiUIRED) WALL EMT POWER SUPPLY D15-CONNECT SWCH I ! ALUMINUM FLEX 10 V0LT CKCJIT PROOCIEV by CU51OMER 31'6°CLEAR LEX..A4 BACK MOUNTING HARDWAREI STAND -CIF HARDWARE s HALO LIT & FACE -LIT LED PAN CHANNEL LETTER (Typ.) G.0 to su" prMrary poww &mrw Revisions: 09/20/2006 GA. KY50. 5TAK5 09!2612006 LT: REV "CARL'S" TO FACE & HALO LIT Drawing Number = — — 21920R2 A - - - - — = Sheet 3 of 9 ELECTRONIC SIGNS Qoco— 14 ! National Sign APPROVED & Revisions: Project: BKf FZeotauranto- Carl's Jr. Client Approval; Drawing NumberRELEASEDFOR09/20/2006 GA. Rv50. STARS $ MARKETING CORPORATION Address: Railroad Canyon Rd., Lake Elsinore, CA 92532 CONSTRUCTION 09126/2006 LT: REV "CARL'S' 10 FACE & HALO LIT 2 F 92VR2 _ _ ' — — _ 4881 Murrieta Street Chino CA 91710 Phone: Account Mgr. S. Rosenbloom Tel 909.591.4742 Fax 909.591.5356 Designer: Araiza G. Scale; Noted Date:O7IO612OO6 Date: w Sheet 4 Of ELECTRONIC SIGNSrfAe -mail sales @nsmc.net 0 G_ L4 Isi Install On 0 DRIVE -THRU PREVIEW BOARD FACE5 TO BE PLA5TIC5 I NTEP NALLY ILLUMINATED 51GN FRAME TO BE PAINTE[ GREY 5ILYERAP0 2f 19.580 - 17.085 F — 14.565 ; 25.580 FRONT VIEW PREVIEW MENU BOARD SCALE: iNTS 7 rn m n I a 6I1 510E VIEW C> Q 18.955 - BACK VIEW 15.125 — TJ TRAN5PARENCY y TRANSPARENCY AREA q I WOIZ057RIP 1 ch HOLDER - rocn llYl.l 3 3/IlIFYiL 1 Lf CIVLLJ 21.080 INCHES APART I&NCHE5 DEEP.. ACTUALTRAN5PARENCY 51ZE: 15.125 W x 13.125 H ACTUAL WORD5TRIP 51ZE: 15.125 W x 15 H k4.500- 1.500 o of == -. 500 0 0 0 0 1 -- O 4 O O 1 ' 21.080 1 25.580 2. POUR CONCRETE AND PLACE (4 PIECES OF 318° ALLTHREAD 2" INTO THE CONCRETE IN THEP PATTERN OF THE 5A5EPLATE SHOWN ABOVE. 3. LET THE CONCRETE CURE THEN P051TION THE SIGN OVER THE ALLTHREAD EXP05ED A.ND BOLT ONTO PLACE. 4. RUN ELECTRICAL WIRING FROM POWER SOURCE TO THE TEKMINATION BOX AND CONNECT POWER. Project: BKI Restaurants- Carl's Jr. Client Approval: National Sign Pro Pp APPROVED 8 Revisions: RELEASED FOR 09; 2012006 GR. RVSD. STARS Drawing Number MARKETING CORPORATION Address: Railroad Canyon Rd., Lake Elsinore, CA 92532 CONSTRUCTION 09126/2006 LT: REV °CARL'S" TO FACE & HALO LIT ' 192 R24881MurrietaStreetChinoCA91710Phone: Account Mgr. 5. RosenbloomrfJTel909.591.4742 Fax 909.591.5355 Designer: Aralza G. Scale: Noted Date:O 06I2006 Dte; Sheet 5 of 9e -mail sales @nsmc.net ELECTRONIQ SIGNS 1$ 1notall Only ORDER CODE. 130ARD FOOTING ONLY) C 1/2 IN. CONDUIT FOR 121DVAC (PRIMARIES) FUSE 15A CIRCUIT 3\ MINIMUM 1 C 1 6 1/2 1 3/4 IL,,'— --- NOTE: 9 5/8-- LOCATE CONDUITS WITHIN 4 3j 4 3/4 IN. X 8 1/2 1N. OPENING SHOWN A 26— 2t1 - 6 3/4 b I i 1 T CONCRETE CURB --/ SUGGESTED FOOTING AREA IS 18 IN. DEEP BY 25 IN. WIDE MINIMUM SPEAKER POST FOOTING AREA IS 12 IN. DEEP BY ZO IN. WIDE NOTES; 1. DIMENSIONS ARE IN INCHES ORDER CONF1RMATiON BOARD FOOTING DETAIL SCALE: NTs 1{2 IN DIA. X 18 IN LONG J'OR'L' ANCHOR BOLTS. USE 2 EACH 1 {2 -13 COARSE) HEX NUTS & FLAT WASHERS PER BOLT 4 PL ATW 2 EACH 3/4 IN. CONDUIT FOR AUDIO AND DATA CABLES 8 tI2 12 18 I 1 1 36 MIN. DELPHI ENGINEERING SPEAKER POST OUTLINE HIDDEN LIVES) SPP- 4201 -150 GRADE 1 I WK t sw 1 umowm I may I, *mm I 9 CONDUIT PROJECTION MAXIMUM ANCHOR. BOLT NOTE: BOLT THREADS ARE TO BE TREE FROM CONCRETE itk 0 CONDUITS DEPTH BELOW FROST LINE BOTT %FTC X C B A NOTE. ALL WORK TO COMPLY MTH 2001 CALIFORNIA ELECTRICAL CODE (CEQ National Sign Project: Bice Rootaurant5- Carl'o Jr PP APPROVED & Revisions: Client Approval:" RELEASED FOR 0912012006 GA. RV50. 5TAR5 Drawing Number MARKETING CORPORATION Address: Railroad CarEyon Rd., Lake Elsinore, CA 92532 CONSTRUCTION 09/26/2006 LT: REV "CARL'S" TO FACE & HALO LIT gZVR24881MurrietaStreetChinoCA91710Phone: Account Mgr. 5. Rosenbloomr(fj Tel 909.591.4742 Fax 909.591.5358 Designer: Araiza G-. Scale: Noted Date:QW6 /2006 Date: u. Sheet 6 of 9 e -mail sales@nsmc.net ELECTRONIC SIGNS O (0:14 is,? lnotall On Ia DRIVE -THRU MENU BOARD 38t/z" nnn H. p ELEVATION EXTERIOR MENU BOARD SCALE: NTS sML SUE PREVIEW BOAR© LINE OF i 5EE 51ZE OF EMBEDMENr 5EPARATE 5HEEr I NOTE ALL WORK TO COMPLY MM 2001 CALIFORNIA ELECMCAL COVE (CEQ MENU BOARD LAYOUT AT DRIVE THRU SCALE: NTS MENU BQAIZO SPECIFICATION 5EE 51ZEOF o SINGLE FACED ILLUMINATED DRIVE -THRU MENU BOARD CABINET 15 OF EXTRUDED ALUMINUM CON5TRUCTION WASHED EMBEDMENT , AND FKIMED WITH ETCHING PRIMER AND FAINTED TO MATCH PM5 COOL GRAY #4 U.N.O. 5EPAR. S HEET DOOK5 ARE TEMPERED GLA55 PANEL5 WITH EXTRUDED ALUMINUM FKAME5 MOUNTED ON PIANO HINGES. ALL 00OK5 TO LOCK WITH A UNIVERSAL KEY. COPY PANELS ARE WHITE 118" ACRYLIC WITH FLA5TIC "H" TRACK FOR 20 5LAT5. COPY PANEL FRAME PAINTED DARK BLUE. TKAN5LITE FANEL5 ARE WHITE 1l8" ACRYLIC WITH 118" CLEAR OVERLAY. TKAN5LITE PANEL FRAME PAINTED DARK BLUE, ELECIR [CAI SPE IFI.ATION ONE (1) 20 AMP BREAKER. TOTAL OF 7 AMPS IN 51GN, 120 VOLT. National Sign Project: 6KI Rcotaurant5- Carl's Jr. Client Approval: APPROVED 8 Revisions: Drawn Number RELEASED FOR 0912 ©!2006 GA. RV5D. 5TAR5 MARKETING CORPORATION Address: Railroad Canyon Rd., Lake Elsinore, CA 92532 CONSTRUCTION 09x2612006 LT: REV "CARQ'TO FACE & HALO LJT 2 920R24881MurrietaStreetChinoCA91710Phone: Account Mgr. S. FooerbloornrfATel909.591.4742 Fax 909.591.5358 pesigner• Aralza G. Scale: Noted Date.-Q7 ate: Sheet 7 of 9 e -mail sales @nsme.net g&%— ELECTRONIC SIGN L4 - 09 NEW D/F PYLON SIGN FACES REFACE D/F TENANT Pn0H SIGN -SITE PLAN SCALE: NTS rfJNational Sign Project: 13KI Rcotauranto- Carl'SJr. MARKETING CORPORATION Address: Railroad Canyon Kd., fake Elsinore, CA 92552 4881 Murrieta Street Chino CA 9171€1 Phone: Account Mgr, 5. Rosenbloom Tel 909.591.4742 Fax 909.591.5356 Designer: Arafza Q. Scale Noted Date:0 710612006 e -mail sales @smc.net i i i i f r D NORTH A/ N. s . O DERR Client Approval: APPROVED-&' Revisions: Addendum Shest RELEASED FOR 09/20/2006 GA. RV50. 5TAR5 CONSTRUCTION 09/2612006 LT: REV "CARL'S" TO FACE & HALO LIT 2192OR2 — ADDENDUM1 Date: sab Sheet i Of 2 ELECTRONIC SIGNS ac0 -Ll 1sr 6' -3" LaNCrA NEW DIF PYLON 51GN FACES Opeci'fi7Gc7tfon5. TENANT PANELS USE.090 ALUMINUM PANS WITH PERIMETER HAIR ILLUMINATION ROUTE OUT BACKGROUND WHERE GRAPES OCCUR BACK UP WITH TRANSLUCENT PLEX, ANY LOCQ LETTER STYLE, AND COLOR COPY IS ALLOWED. ALL BACKGROUND PANELS TO BE THE SAME COLOR (SW# 8379 JERSEY CREAM, NO E)UPTIONS. ILLUMINATE WITH CWHO FLUORESCENT TUBES A 1'-W ON CENTER. INSTALL FANS WITH NO VISIBLE FASTENERS ON FACE SURFACE. ALL COMFONENT5 TO SE U.L. AFFPOVE© 51DE "A" & "B" FRAZEE "CHERRY RE}" 13M #3630 -73 DARK RED 0 YELLOW ACRYLIC #203713M #3630 -015 BLACK 0 JEK5EY CREAM 5W - #6379 REFACE DIF TENANT PYLON SIGN SCALE: NTS V-0 TENANTPANELS TENANT PANELS G NEW DALE FKIQ INTERNALLY ILLUAINATED A1111- TENANT PYLON DISPLAY National Sign Project: 13M Rcotauranto- Carl's Jr. Client Approval: APPROVED & Ae isions: Addendum Sheet RELEASED FOR 0912012006 GA. RV50. 5TAR5 A MARKETING CORPORATION Address: Railroad Canyon Rd., Lake Elsinore, CA 92532 CONSTRUCTION 09126!2006 LT_ REV "CARL'S" TO FACE & HALO LIT 21920R2 4881 Murrieta Street Chino CA 91710 Phone: Account Mgr. 5. Rosenbloom ADDENDUM I Tel 909.591.4742 Fax 909.591.5356rfA Designer; Araza G. Scale: Noted Date:0710612006 tee; Sheet 2 Of 2e -mail sales @nsmc.net ELECTRONIC SIGNS 0 G_ Lt [ 8c Pole Design sro PPE WL = 18.70 {Wind Load) I Area = 6.20 (Surface Area of Sign) ° hi = 2.10 (Height from Grade to Middle of Sign) 2' P = WL AREA = 115.94 3/8- BOLTS, Mom = P h1 = 243.47 ' X = Mom 1 P = 2.10 0 0 Totals I Lt x1 x 1 /8' P = 115.94 S M = 0.1014729 1 /2' THRU BOLTMom = 243.47 OK to use: 3' DIA STD PIPE (S =1.7) 2, 2.10 f L1 x 1x1 /8',TYP. Footing Design alternate) (Soil Pressure =100) 1.5 2 1 (Base Dimension of Footing) D/F SIGNdt= 2.25 2 (Depth Dimension of Fasting) r CABINET DETAIL 1 X= 2.10 Nts dti = 2.25 l 3 = 0.75 alt. dti = 2 ! 3 = 0.8886667 I r I S = 2 ' 100 1.33 ' 0.75 III _ S = 199.5 4'_1• i r alt. S = 2 100 1.33 0.66666867 GENERAL NOTES alt.S = 177.333333 f I 1. ALL WORK PER 2001 CBC AND LATEST EDITIONS OF USC, NEC de A = 2.34 115.94 271.2996 _ 'I 2. THE COONN]RAACCTOR ISTO VERIFY ALL CONIDMONS AND DIMENSIONS. 1.5 199.5 299.25 F 3. SOIL TYPE: SAND, SILTY SAND, CLAYEY SAND, GRAVEL AND CLAYEY A = 0.91 GRAVEL AND ROCK. I I i 4. CONCRETE: 2500 PSI CBC 2001 - CHAPTER 19alt. A = 2.34 ' 115.94 _ 271.2996 _ l I 5, STEEL 2 177.3333 354.66667 \ \ A STANDARDS STANDARD P22- NIMUMYIELDSTRENGTH U alt.A = 0.76 \ \ V. e J. 36.000 P01. SECONDARY MEMBERS SUPPORTING THE DISPLAY SURFACE MAY BE LIGHT GAUGE COLD FORMED GALVANIZEDOF [Al2)(1t$QRT(1 +(4.38x)lA)) / `LII s \ STEEL PER CDC 2250 STANDARD 22.9 DF = 1.96 2'-3. 6' do \ \\ •' 4 I ,j / B. ALL PIPE PER ASTM STANDARD A -53 TYPE *B' FY- 38 KSI alt.DF = (Al2)(1 +SQRT(1 +(4.36x)!A)) I .. , I' r • NAT. GRADE C. ALL STEEL TUBE PER AS'M A -500 GRADE 'B' FY- 46 KSI alt. DF = 1.76 a D. ALL BOLTS PER ASTM A- 307 1 E. ALL STEEL ` r _ J F. ALL HOLES 3/16' RILLED OR PUNCHED, UNO BE GALVANIZED. OK to use: 1= 2X2' - 3" MIN. -- G. ALL STEEL SHALL BE FABRIGTED BY A CODE APPROVED doalternate: 2`-0 x2=0" - - -- STD PIPE LICENSED FABRICATOR PER SECTION 1701.7 6. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL TO Angie Design 1' -6'e CONFORM TO UBC CHAPTER 22 7. APPROVED PLASTIC MATERIAL OTHER THAN FOAM PLASTIC WL= 18.T0 [Wind Load} CONCRETE F (SECTION 207) SHALL BE CLASSIFIED As EITHER Ca OR CC ALTERNATE FOOTING SIZE: PER UBC STANDARD 26 -4. h = 1.54 (Height of Sign(Top to Middle of Sign) 2,- 0'x2' -O' B. ELECTRICAL SIGNS PRQIECTING OVER A PUBLIC PLACE OR STEEL SHALL DISPLAY THE NAME OF THE SIGN ERECTOR AND DATE OF1a = i (Vlfidth of Sigrs[Side to Middle of Sign) ERECTION PER USC 1302.2 9. CONSTRUCTION IN A PUBLIC PLACE OR STREET SHALL CONFORM w- SQUARED = i TO UBC CHAPTER 33. t0. LOS ANGELES COUNTY: A CERTIFICATION OF FABRICATION FROMTYPICAL ELEVATION SPECIAL INSPECTOR MUST BE"N SHERD E° ,roe INSPECTORP = WL h = 28.798 PRIOR TO FRAMING APPROVALNTS 11. CAL/OSHA PERMIT IS REQUIRED FOR SIGNS OVER 36' HIGH. Sr P 53 32 6 = 0.00323986 12. CONTRACTOR MUST THE DIMENSIONS OF THE FOOTING 13. FRAMED CONNECTIONS NOT SHOWN SHALL USE AT LEAST ONE OK to use: 1xix118 ANGLE (S= 0.031) MIN. 1/2' A307 BOLT. WHERE REQUIRED USE 1/4' THICK GUSSETS WELDED TO MATCH STRENGTH OF BOLT. 70 MPH EXP "C" QQQgDFES ONq! COMPANY NAME NATIONAL SIGN BERNARD C. $- JOB TITLE DIRECTIONAL SIGNS THESE DRAWINGS AS INSTRUMENTS OF SERVECE ARE THE BERNARD . ADAMS "`gad Canyon Rd3 PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED is Exp. 12 -31 -2006 JOB ADDRESS s CIVIL Lake Elsinore WITHOUT THE CONSENT OF B.C.ADAMS CIVIL ENGINEER f' l QF cALt Q aP DRAWN BY: GREG A. PAGE {S} 1 OF 1 11022 ACACIA PARKWAY SUITE E GARDEN GROVE , CA 92840 PH (714) 638 -0254 FAX (714j 534 -2494 PAS VOID WrTtiOUT IN SIGNATURE DATE 12-20-05 1 JOB # S15.519 0(o -14 IS7 P = 106.23 - SM = 0.1328266 Mom = 318.70 OK to use: 2" DIASTD PIPE (S= 0.561) x= 3.00 OR25Q'Sr114- SQ.TU8E(S= 0.766) Footing Design akemate) (Sail Pressure=100) B = 1.51 ease Dimension of Footing) dt= 2.25 2 (Depth Dimension of Footing) x= 3.00 dt1 = 2.25 1 3 = 0.75 att. dt1 = 2 1 3 = 0.6666667 S = 2 100 1.33 0.75 S = 199.5 alt.S = 2 100 1.33 ` 0.66666667 alt.S z 177.333333 A = 2.34 * 106.23 _ 248.5892 _ 1.5 199.5 299.25 A = 0.83 alt. A = 2.34 . 106.23 _ 248.5892 _ 2 ' 177.3333 354.66667 alt.A = 0.70 DF = (A/2)(1 +S0 RT(1 +(4.36x)IA )} DF = 2.12 alt.DF = (Al2)(t +SQRT(1 +(4.36#A)) alt.DF = 1.90 OK to use: i'•8 "x2' -3" MIN. alternate: Z-O "x2' -0" Angle Design WL = 24.31 (Wind Load) h = 2.68 (Height of Sogn(`Top to Middle of Sign) W = 0.82 (Width of Sign(Side to Middle o €Wgn) w- SQUARED = 0.6724 P = WL h = 65.1508 Sr = f (W)2 8 = 0.00492846 53332 OK to use: 1XIX114 ANGLE (S =0.12 BCL ov-)r- SIC N: 7&6,A 7- 1, AJ . THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHO LIT THE CONSENT OF B.CADAMS D/F SIGN CABINET 6' 5'-411- 7M' 2' -3' ALTERNATE FOOTING SIZE \/ 2'- 0'x2' -0" TTT - O a/ 6' 4.0 O O 4.5x6x1/2' THICK STEEL PLATE I.- DETAIL 2 wS I R I I I I I t-- - - - --i Y I 1 I R I I 2 "0 10 STD PIPE OR 2"SQ. TUBE I 1 I I I R I 12' MIN. EMBED. 1 8 ' ' e e " 1 NAT. GRADE4` Xia,, s v 3. WA CONCRETE FOOTING ELEVATION NTS BERNARD C. ADAMS CIVIL ENGINEER 11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA 92840 PH 1714) 836.0294 FAX(714)534-2494 x 12" MIN t BOLTS Q QQRpFESS / o le BERNARD C. FGA u' 010183 rn EXP. 12 -31 -2006 J, CIVIL 9 FOF CALIFOQ` \ P PLANS VOID WITHOUT INK SIGNATURE MAX. - F i RO E BOLTS, L2x2x1 /4' THRU BOLT ALx I/ 4 ",TYP. DETAIL NIS GENERAL NOTES 3. ALL WORK PER 2001 CBC AND LATEST EDMONS OF USC, NEC do LA CITY AMENDMENTS. 2. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS. 3. SOIL TYPE: CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT. (T18 -1 -A CBC2001) 4. CONCRETE: 2500 PSI CBC 2001 - CHAPTER 19 5. STEEL A. ALL STRUCTURAL STEEL PER ASTM STANDARD A -36 AND UBC STANDARDS. STANDARD 22 -1 MINIMUM YIELD STRENGTH 36,000 PDI. SECONDARY MEMBERS SUPPORTING THE DISPLAY SURFACE MAY BE LIGHT GAUGE COLD FORMED GALVANIZED STEEL PER CDC 2250 do STANDARD 22.9 B. ALL PIPE PER ASTM STANDARD A -53 TYPE "B" FY- 36 KSI C. ALL STEEL TUBE PER ASTM A -500 GRADE "B" FY- 46 KSI D. ALL BOLTS PER ASTU A- 307 E. ALL STEEL 3116' THICK OR LESS MUST BE GALVANIZED. F. ALL HOLES DRILLED OR PUNCHED. UNO G. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED do LICENSED FABRICATOR PER SECTION 1701.7 S. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL TO CONFORM TO UBC CHAPTER 22 7. APPROVED PLASTIC MATERJAJ_ OTHER THAN FOAM PIASTIC SECTION 207) SHALL BE CLASSIFIED AS EITHER CCI OR CC PER UBC STANDARD 26 -4. 8. ELECTRICAL SIGNS PROJECTING OVER A PUBLIC PLACE OR STEEL. SMALL DISPLAY THE NAME OF THE SIGN ERECTOR AND DATE OF ERECTION PER USC 1302.2 9. CONSTRUCTION R4 A PUBLIC PLACE OR STREET SHALL CONFORM TO UBC CHAPTER 33. 10. LOS ANGELES COUNTY: A CERTIFICATION OF FABRICATION FROM THE SHOP PERFORMING THE WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL, 11. CAL /OSHA PERMIT IS REQUIRED FOR SIGNS OVER 36' HIGH. 12. CONTRACTOR MUST VERIFY THE DIMENSIONS OF THE FOOTING BEFORE INSTALLATION OF SIGN. 13. FRAMED CONNECTIONS NOT MOWN SHALL USE AT LEAST ONE 1/2- A307 BOLT. WHERE REQUIRED USE 1/4- THICK GUSSETS WELDED TO MATCH STRENGTH OF BOLT. 70 MPH EXP "C" COMPANY NAME NATIONAL SIGN JOB TITLE PREVIEW SIGNS JOB ADDRESS Railroad Canyon Rd. Lake Elsinore DRAWN BY: GREG A. PAGE(S) 1 OF 1 DATE 06-01 -06 1 JOB # S 15,522% oG -L{[$ Pole Design Mw WL = 24.31 (Wind Load) Area = 4.37 (Surface Area of Sign) h1 = 3.00 {Height from Grade to Middle of Sign} P = WL AREA = 106.23 Mom = P hl = 318.70 Mom f P = 3.00 P = 106.23 - SM = 0.1328266 Mom = 318.70 OK to use: 2" DIASTD PIPE (S= 0.561) x= 3.00 OR25Q'Sr114- SQ.TU8E(S= 0.766) Footing Design akemate) (Sail Pressure=100) B = 1.51 ease Dimension of Footing) dt= 2.25 2 (Depth Dimension of Footing) x= 3.00 dt1 = 2.25 1 3 = 0.75 att. dt1 = 2 1 3 = 0.6666667 S = 2 100 1.33 0.75 S = 199.5 alt.S = 2 100 1.33 ` 0.66666667 alt.S z 177.333333 A = 2.34 * 106.23 _ 248.5892 _ 1.5 199.5 299.25 A = 0.83 alt. A = 2.34 . 106.23 _ 248.5892 _ 2 ' 177.3333 354.66667 alt.A = 0.70 DF = (A/2)(1 +S0 RT(1 +(4.36x)IA )} DF = 2.12 alt.DF = (Al2)(t +SQRT(1 +(4.36#A)) alt.DF = 1.90 OK to use: i'•8 "x2' -3" MIN. alternate: Z-O "x2' -0" Angle Design WL = 24.31 (Wind Load) h = 2.68 (Height of Sogn(`Top to Middle of Sign) W = 0.82 (Width of Sign(Side to Middle o €Wgn) w- SQUARED = 0.6724 P = WL h = 65.1508 Sr = f (W)2 8 = 0.00492846 53332 OK to use: 1XIX114 ANGLE (S =0.12 BCL ov-)r- SIC N: 7&6,A 7- 1, AJ . THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHO LIT THE CONSENT OF B.CADAMS D/F SIGN CABINET 6' 5'-411- 7M' 2' -3' ALTERNATE FOOTING SIZE \/ 2'- 0'x2' -0" TTT - O a/ 6' 4.0 O O 4.5x6x1/2' THICK STEEL PLATE I.- DETAIL 2 wS I R I I I I I t-- - - - --i Y I 1 I R I I 2 "0 10 STD PIPE OR 2"SQ. TUBE I 1 I I I R I 12' MIN. EMBED. 1 8 ' ' e e " 1 NAT. GRADE4` Xia,, s v 3. WA CONCRETE FOOTING ELEVATION NTS BERNARD C. ADAMS CIVIL ENGINEER 11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA 92840 PH 1714) 836.0294 FAX(714)534-2494 x 12" MIN t BOLTS Q QQRpFESS / o le BERNARD C. FGA u' 010183 rn EXP. 12 -31 -2006 J, CIVIL 9 FOF CALIFOQ` \ P PLANS VOID WITHOUT INK SIGNATURE MAX. - F i RO E BOLTS, L2x2x1 /4' THRU BOLT ALx I/ 4 ",TYP. DETAIL NIS GENERAL NOTES 3. ALL WORK PER 2001 CBC AND LATEST EDMONS OF USC, NEC do LA CITY AMENDMENTS. 2. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS. 3. SOIL TYPE: CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT. (T18 -1 -A CBC2001) 4. CONCRETE: 2500 PSI CBC 2001 - CHAPTER 19 5. STEEL A. ALL STRUCTURAL STEEL PER ASTM STANDARD A -36 AND UBC STANDARDS. STANDARD 22 -1 MINIMUM YIELD STRENGTH 36,000 PDI. SECONDARY MEMBERS SUPPORTING THE DISPLAY SURFACE MAY BE LIGHT GAUGE COLD FORMED GALVANIZED STEEL PER CDC 2250 do STANDARD 22.9 B. ALL PIPE PER ASTM STANDARD A -53 TYPE "B" FY- 36 KSI C. ALL STEEL TUBE PER ASTM A -500 GRADE "B" FY- 46 KSI D. ALL BOLTS PER ASTU A- 307 E. ALL STEEL 3116' THICK OR LESS MUST BE GALVANIZED. F. ALL HOLES DRILLED OR PUNCHED. UNO G. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED do LICENSED FABRICATOR PER SECTION 1701.7 S. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL TO CONFORM TO UBC CHAPTER 22 7. APPROVED PLASTIC MATERJAJ_ OTHER THAN FOAM PIASTIC SECTION 207) SHALL BE CLASSIFIED AS EITHER CCI OR CC PER UBC STANDARD 26 -4. 8. ELECTRICAL SIGNS PROJECTING OVER A PUBLIC PLACE OR STEEL. SMALL DISPLAY THE NAME OF THE SIGN ERECTOR AND DATE OF ERECTION PER USC 1302.2 9. CONSTRUCTION R4 A PUBLIC PLACE OR STREET SHALL CONFORM TO UBC CHAPTER 33. 10. LOS ANGELES COUNTY: A CERTIFICATION OF FABRICATION FROM THE SHOP PERFORMING THE WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL, 11. CAL /OSHA PERMIT IS REQUIRED FOR SIGNS OVER 36' HIGH. 12. CONTRACTOR MUST VERIFY THE DIMENSIONS OF THE FOOTING BEFORE INSTALLATION OF SIGN. 13. FRAMED CONNECTIONS NOT MOWN SHALL USE AT LEAST ONE 1/2- A307 BOLT. WHERE REQUIRED USE 1/4- THICK GUSSETS WELDED TO MATCH STRENGTH OF BOLT. 70 MPH EXP "C" COMPANY NAME NATIONAL SIGN JOB TITLE PREVIEW SIGNS JOB ADDRESS Railroad Canyon Rd. Lake Elsinore DRAWN BY: GREG A. PAGE(S) 1 OF 1 DATE 06-01 -06 1 JOB # S 15,522% oG -L{[$ Pole Design WL = 18.70 (Wind Load) Area = 38.53 (Surface Area of Sign) h1 = 4.08 (Height from Grade to Middle of Sign) P = WL AREA = 720.51 Mom = P hl = 2941.85 W'= Mom ! P = 4.08 P = Mom = x = 720.51 2941.85 4.08 SM = OK to use: 1.2260759 3 112" DA STD PIPE (S =2.4) I II I Ij I II I I I I II 1 II I II I 1I IJ - - -- - II I II I II I II I I I I I I II I II I II t L I - - - -- Footing Design alternate) Soil Pressure=100) B = 2.5 (Base Dimension of Footing) 4.5 4 (Depth Dimension of Footing) x= 4.08 dtl = 4.5 3 = 1.5 alt. dt 1 = 4 1 3 = 1.3333333 S = 2 100 1.33 1.5 S ,= 399 alt.S = 2 100 1.33 1.33333333 ali.S = 354.666667 A = 2.34 720.51 _ 1685.9957 2 399 798 A = 2.11 alt. A = 2.34 720.51 _ 1685.9957 2.5 354.6667 886.66687 alt.A = 1.90 Of = Al2)(1 +SORT(1 +(4.36x)IA)) DF = 4.30 alt.DF = Al2)(1 +SORT(1 +(4.36x)/A)) alt.DF = 4.01 OK to use: 2'- 0"x4' -6" MN. a Itemat e: I 2'- S'x4' -0" Angle Design WL = 18.70 (Wind Load) h = 3.33 (Height of Sign(Top to Middle of Sign) W = 3.04 (Width ofSign(Side to Middle of Sign) w- SQUARED = 9.2416 P = W L h = 62.271 Sr= 53332 = 0.06474353 OK to use: 11 112x1 112x114 ANGLE (S THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHOUT THE CONSENT OF B.C.ADAMS 7, -,. 4' -6' r- - - -1 I - - -- - I II I II I 11 L - - - -- - - -- Ir II I I I j L.L - - - -J 1 II I II r lI I II ii I II II 1 II I II II rI r it I II I Ij I II I I I I II 1 II I II I 1I IJ - - -- - II I II I II I II I I I I I I II I II I II t L I - - - -- CONCRETE FOOTING ALTERNATE FOOTMG SIZE: 2'- 6'4x4' -0' DP ELEVATION Mrs BERNARD C. ADAMS CIVIL ENGINEER 11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA 92840 PH (714) 9380254 FAX (714) 534 -2494 D/F SIGN CABINET Q IZN?w3FESSIa I BERNARD C. m oc 3 EXP. 12 -3i2ow CIVIL 1, 9T OF C AL1EQ\ P PLANS VOID WITHOUT INK SIGNATURE ID E BOLTS, L1 1/20 1/ THRU BOLT 1 t /cxt 1 /2x1 /4',TYP DETAIL 1 Ms GENERAL NOTES 1. ALL WORK PER 2001 CBC AND LATEST EDITIONS OF USC, NEC do LA CITY AMENDMENTS. 2. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS. 3. SOIL TYPE: SAND, SILTY SAND, CLAYEY SAND, GRAVEL AND CLAYEY GRAVEL AND ROCK. 4. CONCRETE: 2500 PSI CBC 2001 - CHAPTER 19 5. STEEL A. ALL STRUCTURAL STEEL PER ASTM STANDARD A -36 AND UBC STANDARDS, STANDARD 22 -1 MINIMUM YIELD STRENGTH 36,000 PDT. SECONDARY MEMBERS SUPPORTING THE DISPLAY SURFACE MAY BE LIGHT GAUGE COLD FORMED GALVANIZED STEEL PER CBC 2250 & STANDARD 22.9 B. ALL PIPE PER ASTM STANDARD A -53 TYPE 'B' FY- 36 KSI C. ALL STEEL TUBE PER ASTM A -500 GRADE 'B' FY- 46 KS1 D. ALL BOLTS PER ASTM A- 307 E. ALL STEEL 3/16' THICK OR LESS MUST BE GALVANIZED. F. ALL }TOLES DRILLED OR PUNCHED, UNO G. ALL STEEL SHALL BE FABRICATED BY A CODE APPROVED & LICENSED FABRICATOR PER SECTION 1701.7 6. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL TO CONFORM TO USC CHAPTER 22 7. APPROVED PLASTIC MATERIAL, OTHER THAN FOAM PLASTIC SECTION 207) SHALL BE CLASSIFIED AS EITHER CC[ OR CC PER UIDC STANDARD 26 -4. 8. ELECTRICAL SIGNS PROJECTING OVER A PUBLIC PLACE OR STEEL SHALL DISPLAY THE NAME OF THE SIGN ERECTOR AND DATE OF ERECTION PER USC 1302.2 9. CONSTRUCTION IN A PUBLIC PLACE OR STREET SHALL CONFORM TO UBC CHAPTER 33. 10. LOS ANGELES COUNTY: A CERTIFICATION OF FABRICATION FROM THE SHOP PERFORMING THE WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. 11. CAL/OSHA PERMIT IS REQUIRED FOR SIGNS OVER 36' HIGH. _ 12. CONTRACTOR MUST VERIFY THE DIMENSIONS OF THE FOOTING BEFORE INSTALLATION OF SIGN. 13. FRAMED CONNECTIONS NOT SHOWN SHALL USE AT LEAST ONE 1/2' A307 BOLT. WHERE REQUIRED USE 1/4' THICK GUSSETS WELDED TO MATCH STRENGTH OF BOLT. 70 MPH EXP "C" COMPANY NAME NATIONAL SIGN JOB TITLE MENU- - BOARD JOB ADDRESS Railroad Canyon Ltd. Lake Elsinore DRAWN BY: GREG A. PAGE(S) 1 OF DATE JOB # S 1 5;52'1