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HomeMy WebLinkAboutInstalation DrawingIN a 18'-9 1 /16" I I I / I I I I I I' I I O O D O O I I SIGN TO SUED OVER 12" POLE & WELDED IN PLATE (MANUFACTURED BY OTHERS) HSS12X12X1/4 PIPE 24" DIA. X 0.375 PP448299A HAND HOLE & COVER 0 N I v MONOLYTHIC POUR O PEDESTAL TO FOOTING It jll FINISH GRADE :- a 1, II d° 1 ° a j a i d ELECTRICAL ° 1 °______° PER CODE_ a 1a -a - - - - - - - ----- �O v I d a ° d a °a i a ai a d ° a d 4" CLEAR (ALL SIDE) HOLD POLE 6" FROM 8'-0" BOTTOM OF FOUNDATION FRONT ELEVATION SCALE 1:48 H O z W U) ax LU x Ill Oa QO U.l _1O J rL O ~ M o �- o Q I in r> f0 PIPE 2- PLATE 2 (SNUG FIT) DESIGN SPECIFICATIONS FL RuildingCode 20207th Edition ASCE 7-16 rnw.e.:ii°�..mraewwmpaom..sw�w., ACI 318-14 swiaaitoe.z.wo-em.°nrwswn°,.tc .. ANSI/AISC 360-16 s°.ar u°°ra.snoa�.isuetgmiemP DESIGN LOADS Wind V= 160 mph Exposure C Risk Cat. 11 ,ttttt11111//�/ RE 00 � .• SI $a k'diS DNA �.HUING D 6 C * • ,HOWE �2 ` 215' .0 och; PE o �•• T�afessional.E�ieer ; ��� NO WELD ON TOP P o �('.�®� JOINTSHALL BE CLERQ/ ' V• �\�°" FREE OF GREASE & OIL ti;`SO AREA WITH SONNEBORN 733 Blain I I tN -g� AND SEAL WITH NP1 ONE -COMPONENT POLYURETHANE SEALANT ALL AROUND. Leo FOLLOW MANUFACTURERS DIRECTIONS. tS - PLATE 1 .....K (4) SLOT WELDS SS-- WELD LENGTH o of I IPE 1—'PLATE 2 ao.ao•_�� (SNUG FIT) SLEEVE JOINT ELEVATION TYPICAL SLOT DETAIL N.T.S. N.T.S. PIPE 1 1 PIPE 2 1 "L• I PLATE 11 PLATE 21 W1 I W2 W3 I SLOT WE 24.00-z.375' HSS 12xx1/ 3'-0' 1' 1 1' 1 1/4 5/16 1 1/4 1 4 O 11/16•z2• FILL PIPE WITH CONCRETE =IL—L� a —�= �=1�=_L—_�—II=I�--- 1I 1IlliI1= d =1 I- - I° a I G' ° ad ° ^ < I I ° ° d ° d d l l dal° I I m la d ° ° d ° I I °I a d ° ° 4 1 n a ° d #5 REBAR @ 6" 0/C EACH WAY (TOP & BOTTOM) �- 4'-0" SQ. FED 15'-0" SIDE ELEVATION SCALE 1:48 0113R oo� o �E cooN c q.v. ..vo 000 13 (;0 fop INSTALLATION DRAWING SITE TPS5750 5750 ORANGE AVENUEWEST FORT PIERCE, FL 34947 B 06110/21 ECIW CJB REVISED FOOTING CAISSON TO SPREAD, CONCRETE VOLUME, BEARING DRAWN BY TECHNO-MCM DATE 05/21 /21 PRESSURE, POLE LENGTH & WEIGHT A 05/26/21 ENUC6 CJB RELEASED FOR INSTALLATION CHKBY ^�� l� DATE 05/26/21 SCALE AS SHOWN SHEET 1 OF 2 REV DATE BY CHK DESCRIPTION PROJECT NO. DRAWING NO. REV. 000C o° THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY 448299 IN448299A B °o0 °0p o 0000. OF EVERBRITE, LLC. USE OF, OR DUPLICATION IN °000 000° 4949 SO. 11020 ST. P.O. Box zoo ANY MANNER WITHOUT EXPRESS WRITTEN DWG TITLE °0 o00O00 0. ,0006pOOo o°® GREENFIELD, WI 53220 0 ° PERMISSION OF EVERBRITE,LLC. IS PROHIBITED, TPS 8-0 .11/16" X 18'-9 1/8" SIGN @ 30'-0" OAH 0 o 414-529-3500 PHOTO REQUIREMENTS INSTALLER TO PROVIDE COMPLETION PHOTOS OF THE FOLLOWING: 1. MATCH PLATE/SIGN CONNECTION 2. BEFORE AND AFTER PHOTOS OF ALL PLUG WELDS, CAP PLATE WELDS, AND ANY OTHER WELDED CONNECTION DONE IN THE FIELD 3. ELECTRICAL WIRING 4. ALL SIGNS ILLUMINATING (PREFERABLY SHOWING LED'S OR LAMPS ILLUMINATING) 5. ANY WALL PENETRATION CAULKED AND SEALED 6. OVERALL ELEVATION GENERAL NOTES THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN.DISCONNECT SWITCHES IF NOT FACTORY INSTALLED ON THE SIGN. SIGN ASSEMBLY IS INTENDED FOR OUTDOOR WET LOCATION INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED, CONNECTED AND GROUNDED. LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES. THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING CONCRETE SPECIFICATION 20.59 CU. YDS. TOTAL. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 DAYS. REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI. RECOMMENDED MIN. CURE TIME OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION. LIFTING HOLE NOTE ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER. LIFTING HOLES ARE TO BE SEALED BY A CAP PLATE, WELDED OVER TO COVER AND THEN PAINTED. WELDING NOTE ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE APPLICABLE POSITIONS NEEDED. DESIGN NOTE SIGN, POLE AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND AN ALLOWABLE WIND LOAD OF 54 PSF. CONCRETE FOUNDATION DESIGNED USING A NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. IF THESE SOIL CONDITIONS DO NOT EXIST AT THE FOUNDATION LOCATION, IT IS THE ERECTOR'S RESPONSIBILITY TO NOTIFY EVERBRITE, LLC PRIOR TO PERFORMING ADDITIONAL EXCAVATION OR ANY CONCRETE PLACEMENT. PEDESTAL CONCRETE TO BE POURED MONOLITHIC (AS ONE PIECE) WITH SPREAD FOOTING. INSTALLATION INSTRUCTIONS 1. STAKE FOUNDATION AREAAND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. 2. EXCAVATE FOUNDATION AREA. 3. SET POLE(S) AND CONDUIT STUB. (PRIMARY ELECTRICAL SERVICE TO BASE BY G. C.) 4. POUR CONCRETE. ALLOW CONCRETE CURE TIME AS REQUIRED. RECOMMENDED MIN. CURE TIME OF 7 DAYS BEFORE PROCEEDING WITH INSTALLATION. 5. MOUNT SIGNAGE ON POLE(S) (INSTALLER TO PROVIDE WIRE BETWEEN SIGN AND BASE OF POLE.) 6. MAKE FINAL ELECTRICAL HOOK UP TO PRIMARY (ALL ELECTRICAL TO MEET LOCAL CODES.) 7. TEST SIGNAGE FOR PROPER FUNCTION AND LIGHTING. 8. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS. 9. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL. DO NOT DISCARD ANY MATERIAL OR DEBRIS INTO ON SITE DUMPSTERS. EVERBRITE TO FURNISH: 1. MOUNTING POLE. 2. ALL MOUNTING HARDWARE INSTALLER TO FURNISH 1. ALL ELECTRICAL COMPONENTS REQUIRED 2. FOUNDATION GENERAL CONTRACTOR TO FURNISH 1. PRIMARY WIRES FROM BUILDING TO SIGN ELECTRICAL SPECIFICATION: LED: GE 7100K WHITE ELECTRICAL: (1) 20A/120V CIRCUIT SIGN AREA SQ.FT: 119.11 SIGN WEIGHT: WEIGHT TO BE VERIFIED BY INSTALLER PRIOR TO INSTALLATION. POLE SPECIFICATION: APPROX. TOTAL POLE WEIGHT: 3152 LES. BURIED POLE LENGTH: 5'-0" EXPOSED POLE LENGTH: 30'-0" TOTAL POLE LENGTH: 35'-0" DESIGN SPECIFICATIONS FL Building Code 202071h Edition ASCE 7-16 Flmim,n•oe.�,twmw.eumm�Psmn«sn,m�.� ACI 318-14 e,mayua.newo-.�..uro.suvcm.awM,.:. ANSINSC 360-16 sn.dnouw.raswnm.isi.eiaumtrq. DESIGN LOADS Nrnd V = 160 mph Exposure C Risk Cat II `,,111g15111!//// ,•3I6N 917RUCTURr rR9 YS v 4�4�n;al�En;;J�'neer T. (� *2 i ACI+ -0 :(97 IF Q, rF- � P.',.•�\��� INSTALLATION DRAWING SITETPS5750 5750 ORANGE AVENUEWEST FORT PIERCE, FL 34947 REVISED FOOTING CAISSON TO SPREAD, CONCRETE VOLUME, BEARING DRAWN BY TECHNO-MCM DATE 05/21 /21 B 06/10/21 pMMU' CJB PRESSURE, POLE LENGTH & WEIGHT A 05/26/21 rEON.01 CJB RELEASED FOR INSTALLATION CHK BY CJB DATE 05/26/21 SCALE AS SHOWN SHE ET 2 OF 2 REV DATE BY CHK DESCRIPTION PROJECT NO. DRAWING NO. REV. 000%o• b THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY 448299 IN448299A B e000 •oo 0 0 OF EVERBRITE, LLC, USE OF, OR DUPLICATION IN 00• 4949 So. 11oTH ST. e000 o0oe 0 0 0 0,, P.O. Box zoozo ANY MANNER WITHOUT EXPRESS WRITTEN DWG TITLE e oo0oo0,1 ® GREENFIELD, WI 53220 PERMISSION OF EVERBRITE,LLC. IS PROHIBITED. TPS 8-0 11 /16" X 18'-9 1 /8" SIGN a0 30'-0" OAH 0 0 0 • 414-529-3500 GENERAL: 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE INTERNATIONAL BUILDING CODE (IBC). 2. CONSTRUCTION METHODS AND PROJECT SAFETY: DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. THE FOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES THAT ARE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD INSPECTOR. THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR OMISSION. 5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, CONSTRUCT IN ACCORDANCE WITH THE STEEL CONSTRUCTION MANUAL, 14TH EDITION OR 2010 ALUMINUM DESIGN MANUAL. 6. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR 15 TO APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOTTHE REFERENCE IS REPEATED IN EVERY INSTANCE. 7. ANY CHANGE TO THE DESIGN AS SHOWN ON THE DRAWINGS REQUIRES PRIOR WRITTEN APPROVAL FROM DESIGN ENGINEER OF RECORD BEFORE CONSTRUCTION. 8. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. 9. VERIFICATION: VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE FOR IMMEDIATELY OF ANY DISCREPANCIES. EXISTING CONDITIONS: 1. IF EXISTING CONDITIONS ARE NOT AS DETAILED IN THIS DESIGN, THE INSTALLER SHALL CEASE WORK AND NOTIFY MURDOCH ENGINEERING IMMEDIATELY. 2. MURDOCH ENGINEERING WILL NOT BE PERFORMING ON -SITE INSPECTIONS OR VERIFICATIONS. IT IS THE RESPONSIBILITY OF THE INSTALLER, STRUCTURE OWNER, AND PROPERTY OWNER TO IDENTIFY EXISTING CONDITIONS AND CONTACT MURDOCH ENGINEERING WITH ANY DISCREPANCIES OR CONCERNS. 3. INSTALLER SHALL CONFIRM THE DIAMETER AND THICKNESS OF EXISTING MEMBERS AND NOTIFY MURDOCH ENGINEERING OF ANY DISCREPANCIES. 4. INSTALLER SHALL INSPECT AND CONFIRM THE QUALITY OF EXISTING STRUCTURE AS "IN GOOD REPAIR". IF THERE ARE ANY INDICATIONS THAT THIS IS NOTTHE CASE, INSTALLER SHALL CEASE WORK IMMEDIATELY AND NOTIFY MURDOCH ENGINEERING. 5. ANY EXISTING INFORMATION SHOWN HAS BEEN FURNISHED BY THE PERSON(S) OR COMPANY THIS DOCUMENT WAS PREPARED FOR (SEE TITLE BLOCK). MURDOCH ENGINEERING IN NO WAY CERTIFIES THIS INFORMATION AS "AS -BUILT". IF THERE IS ANY REASON TO BELIEVE THE EXISTING CONDITIONS DETAILED HEREIN ARE NOT ACCURATE, MURDOCH ENGINEERING SHALL BE NOTIFIED IMMEDIATELY. STEEL 1. STEEL SHAPES SHALL CONFORM TO THE FOLLOWING: ROUND HSS ASTM A500, GR B Fy=42 KSI MIN. SQUARE/RECT HSS ASTM A500, GR B Fy=46 KSI MIN. THREADED ROD F1554 GR 55 Fy=55 KSI MIN. STEEL PLATE STD. ASTM A36 ASTM Fy=36 KSI MIN. PIPE A53, GR B Fy=35 KSI MIN. 2. BOLTS SHALL CONFORM TO ASTM A325 UNO. 3. BOLTS AND THREADED ROD SHALL BE HOT -DIP GALVANIZED PER ASTM F2329 UNO. 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNO. 5. NUTS SHALL CONFORM TO ASTM A563. 6. WASHERS SHALL CONFORM TO ASTM F844. 7. STEEL HARDWARE SHALL BE HOT -DIP GALVANIZED PER ASTM A153 LINO 8. WELDING: a. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS D1.1 AND AISC SPECIFICATION, CHAPTER J. WELDERS SHALL BE CERTIFIED AS REQUIRED BY GOVERNING CODE AUTHORITY. WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS USING LOW -HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH NOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE. b. ALL SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR [CC CERTIFIED WELDER WITH ACTIVE STATUS AT TIME OF WELDING c. UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELDS PER AISC SPECIFICATION, SECTION J2, TABLE J2.4 d. BASE PLATES SHALL BE WELDED ON TOP AND BOTTOM WITH CONTINUOUS WELDS OF AT LEAST 1/4" (IF PLATE IS CUT TO FIT TUBE INTO PLATE) The designs, details and specifications contained in this drawing are confidential. The recipients of this drawing hereby acknowledge and agree that it is the sole property of Murdoch Engineering and that they shall neither use nor reveal any of the designs, details and specifications contained in this drawing, outside of the contractual agreement expressed written permission from Murdoch Engineering. Deviations from this drawing shall not be made without consulting Murdoch Engineering. In case of incongruities between drawings, specifications, and details included in contract documents, Murdoch Engineering shall decide which indication must be followed and their decision shall be final. Copyright Murdoch Engineering. All rights reserved. ALUMINUM: 1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE ALUMINUM ASSOCIATION (AA) 2010 ALUMINUM DESIGN MANUAL (ADM) 1, THE SPECIFICATIONS FOR ALUMINUM SHEET METAL WORK (ASM35), AND IBC CHAPTER 20. 2. PIPE AND TUBE SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. 3. STD STRUCTURAL PROFILES SHALL BE 6061-T6 PER B308 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. 4. SHEET AND PLATE SHALL BE 6061-T6 PER ASTM B209 WITH Ftu=42 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. 5. EXTRUSIONS SHALL BE 6061-T6 PER ASTM B241 OR B429 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. 6, ALLSHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDER WITH CURRENT STATUS ATTIME OF WELDING 7 UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELD PER ADM. ALL ALUMINUM WELDED JOINTS SHALL HAVE WELD SIZES OF AT LEAST 14 INCH 8. FILLET WELDS SHALL NOT EXCEED THINNEST MEMBER WALLTHICKNESS JOINED. 9. ALUMINUM WELD FILLER SHALL BE 5356 ALLOY 10.WELDING PROCESS GMAW OR GTAW SHALL BE IN ACCORDANCE WITH AWS D1.2 - 11.ALUMINUM CHANNEL LETTERS SHALL BE CONSTRUCTED OF 0.090" RETURNS AND 0.125" BACKS MINIMUM, UNLESS A LARGER SIZE IS INDICATED ON DRAWINGS. THIS NOTE SHALL SUPERCEDE DRAWING DETAILS. 12.PROVIDE NEOPRENE GASKET BETWEEN DISSIMILAR METALS TO PREVENT GALVANIC CORROSION 13.ALUMINUM DIRECTLY EMBEDDED INTO CONCRETE SHALL BE CAPPED AT BOTTOM AND COATED WITH BITUMINOUS COATING OR POLYURETHANE WHERE IN CONTACT WITH CONCRETE. 14.FASTENERS BETWEEN DISSIMILAR METALS SHALL BE STAINLESS STEEL 316. CONCRETE & REINFORCEMENT 1. MINIMUM 28-DAY COMPRESSIVE STRENGTH (fc-) SHALL BE 3,000 PSI. THE MAXIMUM WATER TO CEMENT RATIO SHALL BE 0.45 BY WEIGHT. A MINIMUM OF 5-3/4 BAGS OF CEMENT SHALL BE USED PER CUBIC YARD WITH ASLUMP OF 4"+/-1. 2. REINFORCEMENT TO BE ASTM A615 GR 60, Fy=60 KSI LINO 3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED 4. VIBRATION: ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS 5. CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-14 6. PROVIDE A MINIMUM OF 2-1/2" COVER OF ALL EMBEDDED STEEL REBAR AND A MINIMUM OF 6 INCHES OF COVER FOR DIRECT BURIED PIPE OR TUBE MEMBERS. FOUNDATIONS 1. CONCRETE POURED INTO CONSTRAINED EARTH EXCAVATIONS MUST CURE UNDER PROPER CONDITIONS FOR A MINIMUM OF 7 DAYS PRIOR TO SIGN BOX INSTALLATION. (EXCEPTION: IF THE OVERALL HEIGHT OF THE SIGN IS LESS THAN 20 FEET AND THE SIGN IS ADEQUATELY BRACED AGAINST WIND LOADS FOR A MINIMUM OF 4 DAYS, THE BOX MAY BE INSTALLED THE SAME DAY AS THE FOOTING IS POURED) 2. FOOTINGS MUST BE POURED AGAINST UNDISTURBED EARTH. SOIL BACKFILL.IS UNACCEPTABLE. WHEN A SONOTUBE IS USED AS THE FORM, 3/4" BLUESTONE OR CONCRETE SHALL BE USED TO BACKFILL THE SPACE BETWEEN THE SONOTUBE AND UNDISTURBED EARTH. 3. COLD WEATHER PLACEMENT: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS OR LOW TEMPERATURES. DO NOT POUR CONCRETE DURING OR WHEN FREEZING TEMPERATURES ARE ANTICIPATED WITHIN 3 DAYS OF POUR. 4. REINFORCEMENT IS NOT REQUIRED FOR DIRECT BURIAL TYPE SIGN FOOTINGS FOR SIGNS OF 25 FEET OVERALL HEIGHT OR LESS, DIRECT BURIED STEEL SHALL EXTEND TO 6 INCHES FROM BOTTOM OF FOOTING. 5. FOR ANCHOR BOLT/ BASE PLATE - SQUARE FOOTINGS, PROVIDE MINIMUM OF#5 VERTICAL REBAR @ 12" O.C., 4" OFFSET FROM PERIMETER, TOP AND BOTTOM OF FOOTING. PROVIDE #3 HORIZONTAL TIES @ 12" O.C. UNLESS OTHERWISE NOTED. 6. FOR ANCHOR BOLT/ BASE PLATE - ROUND FOOTINGS; PROVIDE A MINIMUM OF SIX (6) VERTICAL #5 REBARS, EVENLY SPACED, 4" OFFSET FROM FOOTING PERIMETER & #3 HORIZONTALTIES, 12" O.C. Unless otherwise noted. 7. ANCHOR BOLTS SHALL BE TIED TO REBAR CAGE AT A MINIMUM OF TWO LOCATIONS PER ANCHOR BOLT 8. FOOTING DESIGN ASSUMES FOOTING SHALL BE EXCAVATED AND POURED IN UNDISTURBED NATURAL EARTH, CAPABLE OF WITHSTANDING A MINIMUM 1,500 PSF VERTICAL DESIGN BEARING PRESSURE AND 150 PSF/FT OF DEPTH OF LATERAL BEARING PRESSURE BASED ON SOIL DATA OBTAINED FROM THE USGS SOIL SURVEY. 9. IF CLAY, SILTY - CLAY, ORGANIC OR FILL SOIL IS ENCOUNTERED UPON EXCAVATION, CONTACT MURDOCH ENGINEERING FOR FOOTING DESIGN MODIFICATION PRIOR TO CONSTRUCTION. SCOPF OF WORK: 1. LIMITS OF LIABILITY TO EXTEND ONLY TO THE QUANTITY INDICATED. ATTEMPTS IN PART OR IN WHOLE TO INSTALL GREATER QUANTITIES THAN THOSE SPECIFIED WITHOUT CONSULTING MURDOCH ENGINEERING SHALL VOID ALL PROFESSIONAL LIABILITY AND COVERAGE. MURDOC - ENGINEERIN SIGN STRUCTURE PROFESSIONALST111I murdochengineering.com (973) 570-8215 2399 NJ-34 A-2 Manasquan, NJ 08736 PREPARED FOR: Trademark Signs W Mn � Vf > M Q J v L- Z U. U yy L a o H tdl u- C t= ¢ G G w w o O CC a DESIGN SPECIFICATIONS FL 8.1IdIlg code M20 ]th Edma" ASCE 7-16 ww�um,+wvr�rmm�aoon..smo ACI 318-14 a•nm�,r e. e.w•�.n.+e.s>„me.i.s ANSI/AISC 360-16 �...ws._a woweup DESIGN LOADS wind V = 160 mph Exposure C Risk Cat 11 / &W ♦ * •: (9ST�N STRUCTURE' 2\ D 2 HUNAG HOW=L 0773 7 4/8/2621 IMoc , •� DVWa \NOTES SHEET: SIZE: S.1 B —'--'--'----'--'--•--•--'--'---- IVCD'a71z>= eea°r I i i I I I000.i 1°,4 oat£ Ibt I�mxSgmArm acaml¢s o m II zn. ,vl-DODI-ooD-, L c I '— --- — — --- ---- T-iW �— :ve.w• PtNID D/C izvt zm .­� I I i I i I I I I I I I i i kj I I I I '�raus, 2a° I sl sl 'sl I i I 1 I I a I xM O FA411EMr wla°t i,EID YWiFwax� I I 5 UIN1T [a�tDlr eoutim, P'aa maz .uD I svxam ,� mx zco I to .�o °fmo�i =1. va I a. I fuzz I� is I I I I I i I I i � I I I � Ig asPxur 96 �n 'All ;; aft. 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