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HomeMy WebLinkAbout11-154 1243 Blue Lakes Blvd N Plans Powerline Clearance Outline INSTALLATION SEQUENCE ---------------------------------------------------------------- ----------------------------------- ----------------------------------------- - - - I NOTE "A" 12' 10%4" 12'-41/8" ! IF THIS SIGNBOX INSTALLATION IS ON AN EXISTING P28 COLUMN ANIi FOUNDATION BEGIN SEQUENCE AT NOTE -4. Signbox Assembly Service Lamps thru access doors. 32-13-100 One (1) To and Three (3) Bottom. = Ld 1. PROVIDE UNDERGROUND POWER FEED TO THE SIGN AT THE LOCATION ! uJ ! SHOWN ON SKETCH AND IN ACCORDANCE WITH ELECTRICAL SPECIFI- - O 4 - 11/8'' dia.x 3y4" long A325 CATIONS. 0 z Signbox Structure z bolts tack welded to - j j column assembly. j 2. INSTALL FOUNDATION TO DETAILS SHOWN ON DRAWING 11450. (Provide 4 11/e" did.A325 ANCHOR BOLTS SHALL BE SET TO CORRECT ELEVATION AND POSITION j hex nuts and 11/e„ USING THE WOOD FORM FOR THE CONCRETE SILL FOR SUPPORT. j hardened washers, WOOD FORMS SHALL BE REMOVED BEFORE COLUMN IS ERECTED. NOTE "A" ! NOTE "A" NOTE "A" ! galv.) II II 3. INSTALL COLUMN TO POSITION ACCESS HAND HOLES ON FACE OF COLUMN THAT ALIGNS WITH END OF SIGNBOX.SEE END VIEW. GROUT UNDER BASE PLATE WITH NON-SHRINK GROUT, II II .187 SG100A Polycarbonate ! i ------------ ----11----LL------------- o00 Faces. _____________ '___ -=j--_____------ 4. INSTALL SIGNBOX TO CORRECT LEVEL AND ALIGNMENT ATOP COLUMN. ", USE GALVANIZED STEEL SHIMS AS REQUIRED TO LEVEL SIGNBOX. DO NOT USE WASHERS FOR SHIMS. I I I 5. TENSION A325 CONNECTION BOLTS BY TURN-OF-THE-NUT METHOD j j Ili j (1/3 TURN FROM SNUG TIGHT CONDITION),SNUG TIGHT IS ATTAINED Provide 16 ga.golv.shims BY THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. � : .,i i ; A fi to level Signbox. (Do not j �t use washers). j 12435 = I j 6. ELECTRICAL LEAD STUB OUT FROM SIGNBOX SHALL BE FED DOWN 8'-2�4" \ INTERIOR OF TUBE COLUMN AS SIGNBOX IS ERECTED.CONNECTIONS 00 ii h li j j TO PRIMARY CIRCUIT SHALL BE MADE AT TOP AND BOTTOM OF COLUMN II r Top 18'' section of column Hand hole with cover 2" did.wiring hole - ------------------------- j::)•ax---:i cover is removable to access plate.(Column must be WITHIN THE COLUMN THROUGH ACCESS HOLES AND SEALED WITH COVER j j j o �_ PLATES.PROVIDE MINIMUM OF THREE WIRES,(TWO CIRCUITS) IN j wiring hole in column. erected to position hand Column Weldment hole on end of signbox). j COLUMN IN SAME WIRE SIZE THAT IS USED BETWEEN BUILDING POWER SUPPLY AND BASE OF SIGN, NOTE A DETAIL A 10"0'' clear for up to 50,000 i II ; Scale : 11/2" -1'-0" 12435 7. TEST ALL ELECTRICAL CIRCUITS FOR CONTINUITY AND GROUND. j volts.12'-0" Clear for greater l Column Weldment than 50,000 volts.(Typical 0 00 j 11201 Yp New brackets shall be installed to 8. COAT TOP OF ANCHOR BOLTS AND NUTS WITH ONE COAT OF at ends,top,below,and each I the spacing for thru bolts shown on RUSTPROOF PRIMER PAINT, n face of Signbox). I I the front elevation.Care shall be taken BUILDING STREET I j to accurately drill the holes in true alignment. 9. INSTALL ALTAIR COLUMN COVERS,BRACKETS AND BASE COVER TO For installation details and sequence for I NSTALLATION DETAILS AND SEQUENCE FURNISHED BY THE SIGN VENDOR. IF SIGNBOX IS INSTALLED ON AN EXISTING P28 COLUMN WITH ALUMINUM the column covers see drawing 13480. See drawing 13500 for bracket installation Field drill/2" Did.holes for 3 CLADDING THE EXISTING COLUMN COVERS SHALL NOT BE REMOVED. ° q details.Both drawings shall be furnished j j 3/8" thru bolts on vertical Varies o 12435 ; i b the si n vendor. centerline of column. N _ ......... Y g 10. AFTER THE ALTAIR COLUMN COVERS HAVE BEEN INSTALLED AND THE Cn --- 1 ' BOTTOM OF THE LOWER SECTION FIELD TRIMMED FOR APPROPRIATE a jIII jl, j a CLEARANCE INSTALL THE BASE COVER.THE BASE COVER SHALL BE 0 FIELD TRIMMED IF REQUIRED TO CLEAR THE CONCRETE SILL OF THE n jlli jli Q FOUNDATION. SEAL BETWEEN THE COLUMN COVER AND BASE COVER WITH A VINYL EXTRUDED GASKET SEATED IN A SILICONE BEAD. 11. TAKE COMPLETION PHOTOGRAPHS OF SIGN,DEALERSHIP,AND RE- STORED SITE AT FOUNDATION.OBTAIN SIGNATURE AND ANSWER TO N �-- - "------------ ,-Ji ,:,h..........' II i III Existing column cover I QUESTIONNAIRE FROM DEALERSHIP REPRESENTATIVE. E� shall remain in position. G��V P� p�\ r II j g�ONALNN W% ------------------- . ya II li l3 TB © aF�`pF� _ _ ___ __ ------ SECTION 1 a c O�oD - - ° 10' 0" Min. 'uI Scale 1" 1' 0" 12435 I � II I ,I Unless greater distance $ Vr II 'SEALED FOR STRUCTURAL COMPONENTS ONLY' -y i�~ j r uired by local codes. Edge of street )`•�' Column cover shall be trimed in the ti POJ _ "AO �( sidewalk or i"' ', field to fit above top of base cover. i.) `° '::�.-� j property line. Seal joint with a vinyl extruded gasket Existing Column Finish Grade seated in a silicone bead. ED " 1 0 o a _ u �- uw - -------L�----- -------- g I") �U N C II III .2 (p 12435 II II DATE ISSUED FOR APPRVD. h N O N FORD MOTOR COMPANY v 1 gl/2„ 4 101/2„ Footing:Reinforced See Drawing 11450 P28 SPECIAL. DEALERSHIP REAL ESTATE OFFIC HATCHED AREA 3' 0" 6'-8" 9 0 Anchor Bolts jj ij DEARBORN MICHIf ' INDICATES 9'-8„ N u ji _ FORD PRod.No. EXISTING FOOTING Footing Sill END VIEW a "' II,... N DEALERSHIP z � I ��I II- jy�y_l.y...ya. r IDENTIFICATION PROGRAM"' Rigid electrical conduit FRONT VIEW Do not set si nbox until 7 days w Finish Grade -- ti g WARNING UWG.TITLE „� \• from building. See electrical installation specifications. gINSTALLATION DRAWING after foundation has been poured. li' ' 4'k; a II 28' 0 MOUNTING HEIGHT II ROSS BRYAN ASSOCIATES INC. _________ ',' CONSULTING STRUCTURAL ENGINEERS ------------- 227 French Landing Drive,Suite 500 Base cover shall bear on finished NASHVILLE ,TN.37228 PHONE (615) 9- 0 B 2—13—10 0 SIGN INSTALLATION grade and shall be trimed in the DR-G.DATE 4,9,20„ DRN.BY HWS ELECTRICAL INFORMATION CHMD. HWS APPR'D. field as required to fit around 14-F84T12 CW/HO Fluorescent lamps Rigid electrical conduit the concrete foundation. COOR-R. JOB No. n 45Ee 2 8 —0 MOUNTING HEIGHT 2-F36T12 CW/HO Fluorescent lamps.P from building. SIGN Scale 1' 0" 3 3-Ballast for 4-F84T12 lamps DETAIL B B 2—13—10 0 /g" - 1-Ballast for 2-F84T12 lamps ROSSBRYAN ASSOCIATES,INC, and 2-F36T12 lamps. Scale :1" =1'-0" 12435 CONSULTING STRUCTURAL ENGINEERS 90 MPH WIND VELOCITY PER 200 1-20 Amp.circuit. zg]F­NLNNa,gDcSuitB500 DRAWING No. SHEET No. ❑ NmNal 615)327 comUS 12 4 3 5 L I N C O L I:r PN0,;(.,5)3E.,M F (51583g .. CLEARANCE OUTLINE FOUNDATION EXCVATION SEE PLAN ANCHOR BOLT r — — — ---------------------------------- i, ASSEMBLY MK 11351 j j ELECTRICAL CONDUIT tii 8-1y4" DIA.x 3'-8"(A36) FROM BUILDING ii w/HVY.HEX NUTS (A307) z j and WASHERS (ASA B27.2) a 2 X 8 CROSS MEMBER TO w m SUPPORT ANCHOR BOL7 ASSEMBLY u r o u z j 2-2 X 12 o FOUNDATION o _ _ SEE PLAN I M \ SPREAD FOUNDATION v m o a 1450 x N CONCRETE VOLUME: j �` j j N IT4 - N FOOTING 10.0 CU.YD. 10 SILL .9 CU.YD. Q TOTAL -10.9 CU.YD. I uJ j j j 2-2 X 12 I I I a F- 3/4" PLYWOOD SILL FORM CONCRETE — — — —— —— —— — j TYP.FOUR SIDES SILL00 ---------------------------------- GO COLUM MK 11201 — — — --—-—-—-—-—-—-------------—-—-—---- rn TS-10x Ox% w/COVER a PLAN PLATE -I/2x12x14'-0" and j w j z BASE LATES-11/2"x21"xT-9" cO z 2' 6" o j D j < ANCHOR BOLT ASSEMBLY z o z m FOR SPACING AND PROJECTION o z o NOTE "A" NOTE "A"j SEE FOUNDATION DETAILS cr o N r o j w w w j = oe O wr Z L- vw UJ N 2-2 X 12 w j a SGNBOX ABOVE rp w v zLLJ 7„ j 8" j 8" j 7„ Cr I j I 3'-3„ 2'_6'' 3'-3„ j SHIM SPACE WITH 2 X 4 STAKE WOOD BLOCKING TYP.EACH ENE. 4'-6" 4'-6" NOTE:COVER EXISTING FIBER OPTIC CABLES WITH 2" THICK x 6'-8"x9'-0" 6'-5 PIECE OFHIGH DENSITY POLYSTYRENE FOUNDATION EXCAVATION 9'-0" 2'-2" 4'-3" 1 SECTION 1450 PLAN "5 Top bars ea. way N N 11/2" min. cover Pour top of new DETAILS TO FORM CONCRETE SILL _ _ concrete sill flush -_ ' - _ — t AND SUPPORT ANCHOR BOLT ASSEMBLY with existing sill II/2 I I 3'-4" and slope I/2'' to r drain all around I� I ►I I oa AOBSBAYAN ASSOCIATES,INC, 0 2„ I I ILTJI /2"j I I g�ONnL$1� SULTING 1' D" 8" 8" 1' D" 0 N _ _ pppQS �1BT$R Y!]FrancM1 entllnp DMe,BUIte 500 PF..(68151328-138p Y COLUMN MK 11201 ! Q /N �oti' er y'$III TS-10x10x% w/COVER j z a Existing concrete sill New concrete sill 9>y�1p0 PLATES-I/2x12x14'-0" and j j o for base cover. BASE PLATES-11/2"x21'xl'-9'' j j j n , I N (DEPTH TO MATCH EXISTING SILL TO TOP OF FOUNDATION 10/19/00 D FINISHED etail for Expansion of Existing TYPICAL PLAN VIEW OF SILL EXPANSION - GRADE I i � Concrete Sill as Re wired �•�•� •• DATE ISSUED FOR APPRVD. ' J FOR EXISTING SILL FORD MOTOR COMPANY U _ 0 w N.T.s. DEALERSHIP REAL ESTATE OFFICE 7-.7 x 9'-0" TOP N z ()o FOUNDATION NOTES ELECTRICAL CONDUIT j r v 1. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF DEARBORN MICHIGAN FROM BUILDING, ii Z)¢ 2000 PSF WITH A FACTOR OF SAFETY AGAINST OVERTURNING OF 1.5.IF FORD PROJ.NO. SEE PLAN. Om o SOIL CONDITIONS APPEAR UNSUITABLE,THE BEARING CAPACITY SHALL BE • w VERIFIED BY EXPLORATION. IDENTIFICATION DEALERSHIP • M O� 2. SPREAD FOUNDATION SHALL HAVE 8" MINIMUM OF SOIL OVERBURDEN,AS DETAILED.IF TOP OF FOUNDATION IS RAISED TO FINISHED GRADE,6'' DWG.TITLE OF EXTRA DEPTH SHALL BE ADDED TO THE FOOTING, FOUNDATION DETAILS 7-•7 x 6'-0'' BOTTOM DRILL INTO EXISTING 3'-0'' WIDE FOOTING 3. FOUNDATION DEPTH FOR SPREAD FOOTING MUST COMPLY WITH LOCAL CODES. 28'-0" MOUNTING HEIGHT ANCHOR BOLT A DEPTH OF 1'-0" AND EPDXY 7-»7 x 4"0" 4. CONCRETE SILL SHALL BE FORMED TO DIMENSIONS SHOWN ON FOUNDATION AS 3EMBLY MK 11351 7 "7 x 8' 6" T &B LOCATE 4" FROM TOP OF EXISTING FOOTING ROSS BRYAN ASSOCIATES INC. 8-1/4" DIA.x 3'-8"(A36) DETAILS.SEE DETAILS THIS DRAWING FOR FORMING THE SILL AND SUPPORTING ENGINEERS w/HVY.HEX NUTS (A307) THE ANCHOR BOLT ASSEMBLY.CARE SHALL BE TAKEN TO POSITION THE and WASHERS (ASA 327.2) ANCHOR BOLTS PLUMB AND WITH THE CORRECT PROJECTION. NASHVILLE , TN. 37212 DR'G.DATE 2/28/2011 DRN.BY HWS ELEVATION 5. CONCRETE SILL SHALL BE CAST MONOLITHIC WITH FOOTING. CHK'D. HWS APPR'D. COORD'R. JOB NO. 114540 6. ALL CONCRETE SHALL BE A MINIMUM OF 51/2 BAGS CEMENT PER CUBIC SIGN MODEL YARD.(EQUIVLENT TO 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.) B2-13-100 SIGNBOX 90 MPH WIND VELOCITY PER 2009 IBC SPREAD FOOTING DETAILS 132-16-150 SIGN MAY RETROFIT « SCALE: %4"=1'-0" ON SQUARE FOUNDATION FOR EXISTING DRAWING NO. SHEET NO. o� B1-23-162,132-20-155 OR 61-19-119 SIGNS. 11450 1 /I50 D N IC O CAP PLATE ASSEMBLY,MARK 11001 41/2° % 21/4„ 21/4„ ! 11/2„ 7„ 11/2„ 21/2"x5" ACCESS HOLE � I 5" 5 2" DIA.WIRING HOLE HAND HOLE SEE I DETAIL "A'' 4-1/8" DIA.HOLES - I FOR 11/8'' BOLTS I I I ' I • i I I I OIn = _ I - � �)- — — - 2-1/4° DIA. x Y4" (S.S.) 'I BOLTS IN TAPPED HOLES R /4 /z I I =II I I x x0'- A36 FL w/ 10" w/ RUBBER GASKET /8x41/zx0'-7 (A36) I I PLAN v 11" DETAIL "A" I I I I I I 11/2 7'' 1 11/2„ I I 31/z, 8„ 81' 31/2,1 I I L-2x2x1/4x1'-11 BOLT 11/g" DIA.x3Y4" (A36) (A325 GALV.) I I I I I iv I I I I I I - 00 ao 3 PLACES L-2x2x1/4x1'-8 — —I— — —— — — — — — TYP. /e TYPICAL (A36) ELEVATION m - �Q4+�eGisT o CAP PLATE MK 11001 0. 0 TYP. TYP EA OF CH ¢ SCALE 11/Z"=1' 0" 3/6 p �2 COV.E 1/4 PLAN �� Avon moo II I I YY nq�� CN N I I X - I I N I I X O In O N 1 9 82-16-150 & B2-13-100 SIGN MAY RETR 21/z�� g�� g�' 21/z'' EXISTING B1FIT N23-1162MB2F0 20-155 I I OR B1-19-119 SIGNS. I I / 1 ANCHOR BOLTSz° 41/z° 11 41/2 /2 8-1%4" DIA.x3'-8",A36 It 1/2x21x1'-9 w/ HVY.HEX.NUTS,A307 (A36) FLAT WASHERS,ASA B27.2 li M T TYP. - 8 2" DIA.HOLES L 2x2x14x1'-8 A (A36) _ N h O 'SEALED FOR STRUCNRAL COMPONENTS ONLY' I � I 1/4 2112 I I X I I \ I - - TYP. I I , — I I _ 16 3 L-2x2x/4x1' 11 " w 3" DIA.WIRING = _ >/21/02 REVISED FORD OVAL BLUE > HOLE L-2x2x1/4x1'-8 unrL ISSUED FOR aavevD. (A36) FORD MOTOR COMPANY 4-STIFFENER R ——— — —Q- _- DEALERSHIP REAL ESTATE OFFICE pxo' 8(A36) 0 DEARBORN MICHIGAN I I (A36) Q FORD PROJ.NO. I I �_ N~ DEALERSHIP I I ANCHOR BOLT ASSEMBLY MARK 11351 IDENTIFICATION PROGRAM SEE COLUMN DETAILS HAND HOLE SEE SCALE 1"-T-0" DWG.TITLE DETAIL "A„ I I I I FABRICATED PART DETAILS ---- P28 COLUMN DETAILS 00 BASE PLATE ASSEMBLY, I I I ROSS BRYAN ASSOCIATES INC. MARK 11051 ( I I ' CONSULTING STRUCTURAL ENGINEERS - NOTES: 227 French Landing Drive,Suite 500 J _ -' — 1. WELDING SHALL BE DONE USING LOW HYDROGEN NAS.DATE ,8/2 37228 PHONE (615)329-1300 TYP. ELECTRODES E7018. DR'c.DnrE tiieizon DRN.eY Nws 5 CHK'D. HWs APPR'D. �6 2. ALL WELDS SHALL BE CHIPPED,SCRAPED AND DESCALED. COORD'R. JOB NO. 114500 COLUMN MK 11201 PRIME COLUMN WITH ONE COAT OF PRIMER AND ONE SIGN MODEL FOR 28'-0 MOUNTING HEIGHT BASE PLATE ASSEMBLY MARK 11051 (NEW FORMULA CONSSI�SAO CB 1301w/20/ CLEAR.) B2-1P28 M OR B2G13-100 P28 MOUNTING HEIGHT SCALE%4"=1' 0" SCALE 11/z"-1' 0" ROSS BRYAN ASSOCIATES,INC. 90 MPH WIND VELOCITY CONSULTING STRUCTURAL ENGINEERS PER 2006 IBC 227 Franch Landing Dr,&'a 500 DR A11201 WINGG NO... 1 SHEET NO. —a NePl,olne1B15192&.1300 13 O¢9 L 0 V O V w w w FµW(ti15832]4HB ae oryan.wm Powerline Clearance Outline INSTALLATION SEQUENCE ------------------------------------------------------------------------------------------------------------------ --------- ----------------------I NOTE "A" 12'-10%4" 2'-41/a" ! IF THIS SIGNBOX INSTALLATION IS ON AN EXISTING P28 COLUMN AND FOUNDATION BEGIN SEQUENCE AT NOTE •4. Signbox Assembly Service Lamps thru access doors. ¢ a i _ - j ------------------i i� ---------- 1. PROVIDE UNDERGROUND POWER FEED TO THE SIGN AT THE LOCATION 32-13-100 One (1) To and Three (3) Bottom. w i w SHOWN ON SKETCH AND IN ACCORDANCE WITH ELECTRICAL SPECIFI- 0 4 11/a" dia.x 3%y" long A325 CATIONS. 0 ! z Signbox Structure z bolts tack welded to column assembly. li Provide 4 11 2. INSTALL FOUNDATION TO DETAILS SHOWN ON DRAWING 11450. /a" did.A325 ANCHOR BOLTS SHALL BE SET TO CORRECT ELEVATION AND POSITION hex nuts and 11/a" USING THE WOOD FORM FOR THE CONCRETE SILL FOR SUPPORT. j hardened washers, ii li WOOD FORMS SHALL BE REMOVED BEFORE COLUMN IS ERECTED. NOTE "A" ! NOTE "A" NOTE "A" gal" 3. INSTALL COLUMN TO POSITION ACCESS HAND HOLES ON FACE OF COLUMN THAT ALIGNS WITH END OF SIGNBOX.SEE END VIEW. GROUT UNDER BASE PLATE WITH NON-SHRINK GROUT. j .187 SG100A Polycarbonate ! j ------------ ----11____ L_____________ o I�\��I III\��I Faces. ----------- - =Ti- - lo= ------ 4. INSTALL SIGNBOX TO CORRECT LEVEL AND ALIGNMENT ATOP COLUMN. °-;.1 USE GALVANIZED STEEL SHIMS AS REQUIRED TO LEVEL SIGNBOX. i j """' ' ' DO NOT USE WASHERS FOR SHIMS. I 5. TENSION A325 CONNECTION BOLTS BY TURN-OF-THE-NUT METHOD (1/3 TURN FROM SNUG TIGHT CONDITION).SNUG TIGHT IS ATTAINED i Provide 16 ga.galv.shims BY THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. �Y, I9fiI to level signbox. (Do not use washers). - - - -- - - __ yi ILf I6. ELECTRICAL LEAD STUB OUT FROM SIGNBOX SHALL BE FED DOWN 4' 8" "r-i, 8-2 INTERIOR OF TUBE COLUMN AS SIGNBOX IS ERECTED.CONNECTIONS O Top 18" section of column Hand hole with cover j 2" did.wiring hole TO PRIMARY CIRCUIT SHALL BE MADE AT TOP AND BOTTOM OF COLUMN - -------------- wh:J.,a i' cover is removable to access plate. (Column must be - WITHIN THE COLUMN THROUGH ACCESS HOLES AND SEALED WITH COVER wiring hole in column. erected to position hand 0 �_ PLATES.PROVIDE MINIMUM OF THREE WIRES,(TWO CIRCUITS) IN ZColumn Weldment j hole on end of signbox). l COLUMN IN SAME WIRE SIZE THAT IS USED BETWEEN BUILDING POWER I = SUPPLY AND BASE OF SIGN. NOTE A i l i 3" DETAIL A I j ! 10"0" clear for up to 50,000 ; Scale : 1/2" =1' 0" 12435 7. TEST ALL ELECTRICAL CIRCUITS FOR CONTINUITY AND GROUND. j volts.12"0'' Clear for greater i l Column Weldment than 50,000 volts. (Typical 8. COAT TOP OF ANCHOR BOLTS AND NUTS WITH ONE COAT OF o 11201 yp j New brackets shall be installed to j at ends,top,below,and each the spacing for thru bolts shown on RUSTPROOF PRIMER PAINT. Ln face of signbox). j the front elevation. Care shall be taken BUILDING STREET to accurately drill the holes in true alignment. 9. INSTALL ALTAIR COLUMN COVERS,BRACKETS AND BASE COVER TO For installation details and sequence for j % INSTALLATION DETAILS AND SEQUENCE FURNISHED BY THE SIGN VENDOR. N j I; the column covers see drawing 13480. F SIGNBOX IS INSTALLED ON AN EXISTING P28 COLUMN WITH ALUMINUM 17, - --------- "1" See drawing 13500 for bracket installation Field drill/2'' Dia.holes for CLADDING THE EXISTING COLUMN COVERS SHALL NOT BE REMOVED. _ ° details.Both drawings shall be furnished 3/e" thru bolts on vertical 1 113/32 Varies co - 12435 i b� the si n vendor. j centerline of column. I N -- / g 10. AFTER THE ALTAIR COLUMN COVERS HAVE BEEN INSTALLED AND THE n — — — — — l r j BOTTOM OF THE LOWER SECTION FIELD TRIMMED FOR APPROPRIATE N CLEARANCE INSTALL THE BASE COVER.THE BASE COVER SHALL BE o ° FIELD TRIMMED IF REQUIRED TO CLEAR THE CONCRETE SILL OF THE n Ii FOUNDATION.SEAL BETWEEN THE COLUMN COVER AND BASE COVER WITH A VINYL EXTRUDED GASKET SEATED IN A SILICONE BEAD. � I -- I N 11. TAKE COMPLETION PHOTOGRAPHS OF SIGN,DEALERSHIP,AND RE- STORED SITE AT FOUNDATION.OBTAIN SIGNATURE AND ANSWER TO _- ---- :?g p' Existing column cover j QUESTIONNAIRE FROM DEALERSHIP REPRESENTATIVE N m r ii � j shall remain in position. j -i p------- ".SgS�ONALF �G _ --------------------------- ------------ ._'i:::: j �V'eb`13Tg�P . W — — — !'I SECTION a ° ` ' I a 31 4 � _ 10'-0" Min. i!' I i Scale 1" =1'-0" 12435 ���.� Jar�I�III --- ---------------- I —,Unless greater distance 'SEALED FOR ST—FAL D.—NENT50NLY' required by local codes. Edge of street ?� Column cover shall be trimed in the i sidewalk or a`' field to fit above top of base cover. N D L r" property line. Seal joint with a vinyl extruded gasket Existing Column 4 Finish Grade I i seated in a silicone bead. .' O � C ---------- ---- B II �I 17 M 'O 12435 II �I DATE 155UED FOR APPRVD. i > � - FORD MOTOR COMPA p V 0 Footing Reinforced ii 9/2 4 10/2 See Drawing 11450 P28 SPECIAL. DEALERSHIP REAL ESTATE OF HATCHED AREA ?0'' 6'-8" Anchor Bolts DEARBORN MIC INDICATES 9:_8: ii j FORD PROJ.NO. DO EXISTING FOOTING Footing Sill '' — N DEALERSHIP END VIEW IDENTIFICATION PROGRA Rigid electrical conduit FRONT VIEW DWG.TITLE WARNING N from building. See electrical Finish Grade installation specifications. Do not set signbox until 7 days INSTALLATION DRAWING after foundation has been poured. Illj N 1 28'-0 MOUNTING HEIGHT IV II ROSS BRYAN ASSOCIATES INC. CONSULTING STRUCTURAL ENGINEERS -------------- 227 French Landing Drive,Suite 500 B 2—13—10 0 SIGN N S T AL L AT I 0 N Base cover shall bear on finished NAG.DATE E ,TN.37228 PHONE (615)329- grade and shall be trimed in the DRG.DATE Sizon DRN.D Hws ELECTRICAL INFORMATION: cHK•D. HWs APPRD. field as required to fit around 14-F84T12 CW/HO Fluorescent lamps Rigid electrical conduit the concrete foundation. CO MODEL DN JOB NO. 114566 2 8 —0 MOUNTING HEIGHT 2-F36T12 CW/HO Fluorescent lamps. from building. Scale /g 1'-0 s — 3-Ballast for 4-F84T12 lamps DETAIL B B 2—13—10 0 = " 1-Ballast for 2-F84T12 lamps ROSS BRYAN ASSOCIATES,INC. and 2-F36T12 lamps. Scale : 1" =1'-0" 12435 CONSULTING STRUCTURAL ENGINEERS 90 MPH WIND VELOCITY PER 2006 jB 1-20 Amp.circuit. 22l French Lending Dr,Suite 500 DRAWING NO. SHEET NO. N­P 5R583dzg 28 12435 LINC0 'ro,SWAn�m CLEARANCE OUTLINE FOUNDATION EXCVATION _--- - ANCHOR BOLT -------_----_--_--__----___-_ SEE PLAN -il ASSEMBLY MK 11351 r , ELECTRICAL CONDUIT 8-1Y4" DIA.x 3'-8"(A36) FROM BUILDING ! w/HVY.HEX NUTS (A307) and WASHERS (ASA 327.2) z j 0 Q J 2 X 8 CROSS MEMBERE TO Ili m SUPPORT ANCHOR BOIL ASSEMBLY II j 0 ! I 2-2 X 12 - CD I ill z FOUNDATION j II 10 = SEE PLAN j m o SPREAD FOUNDATION j v 1 CONCRETE VOLUMES w 1450 x ! ® x II - FOOTING 10.0 CU.YD. II OP SILL .9 CU.YD. j Q TOTAL -10.9 CU.YD. w�l 2-2 X 12 m CONCRETE ®- -- -------------------------------- - SILL Yq" PLYWOOD SILL FORM m TYP.FOUR SI ES -'�- ®-- --------- ---- -------- - N --- - j - - 00 COLUMN MK 11201 - -------------------------- ------ -- TS-10x Ox% w/COVER j w i i I PLATE -/2x12x14'-0" and j Q PLAN BASE LATES-1%2"x21"x1'-9" w j I I o z CD zQ 2' 6 0 z l a- ! ANCHOR BOLT ASSEMBLY z a o m FOR SPACING AND PROJECTION o 0 NOTE "A" li NOTE "A" SEE FOUNDATION DETAILS o LO w o w L' L`Q 1 r+7 CD j li i` - 0 w H on a M 0 U) w j = 2 2 X 12 SIGNBOX ABOVE 1 00 I I I I L'i Ivl j w 7" 0 81 8 j 7'' z F- j V) 3'-3" 2'-6" 3'-3" j SHIM SPACE WITH 2 X 4 STAKE ---- ---------------- -_-_-_, WOOD BLOCKING TYP.EACH ENE. 4' 6" 1 4'-6" NOTE:COVER EXISTING FIBER OPTIC CABLES WITH 2" THICK x 6'-8"x9'-O" PIECE OFHIGH DENSITY POLYSTYRENE 6'-5" 9 0 FOUNDATION EXCAVATION 2'-2" 4'-3" 1 PLAN SECTION 14so 1 *5 Top bars ea. way Pour top of new N 11/2'' min. cover DETAILS TO FORM CONCRETE SILL _�l concrete sill flush 1 __ _ --- _ t AND SUPPORT ANCHOR BOLT ASSEMBLY 3' 4 1 with existing sill II/2 I I I and slope /2'' to —+—�—� ~ drain all around I I I _-I I 0" 2'' I~I =N t/2"I I I gjONALFNf'L,0 � OSTINGSTACS�NALENGNEEAS z>Frenrn lanams once.sl,aI soo Y2'' elrville,Tennessee 3M26 1 1 z L I_ _ L_—L— a /� �PM1one(316)329-1300 tt 9t F (ee1e132]-0618 � --- — —� I i�-fA�� COLUMN MK 11201 (n aon6n.eem TS-10x10x% w/COVER j li j j z a_ N o0y�i Jbr y' PLATES-/2x12x14'-O" and 0 I�� �E III BASE PLATES 1 z Existing concrete sill for concrete o cret cover. sill /2"x21"x1'-9" j w FIN HED (DEPTH TO MATCH EXISTING SILL TO TOP OF FOUNDATION IS GRADE _ = TYPICAL PLAN VIEW OF SILL EXPANSION 10/19/00 Detail for Expansion of Existing • • • - - - — Concrete Sill as Required DATE ISSUED FOR PPPRVD. _ n FOR EXISTING SILL FORD MOTOR COMPANY I I - O h`) �!n N N Z 0 0 N.T.s. DEALERSHIP REAL ESTATE OFFICE 7-'*7 x 9'-0" TOP 0 FOUNDATION NOTES ELECTRICAL CONDUIT I DEARBORN MICHIGAN FROM BUILDING, on Q 1. FOUNDATIONS ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF SEE AN. o g v 2000 PSF WITH A FACTOR OF SAFETY AGAINST OVERTURNING OF L5.IF FORD PROJ.NO. . =0 SOIL CONDITIONS APPEAR UNSUITABLE, THE BEARING CAPACITY SHALL BE = VERIFIED BY EXPLORATION. DEALERSHIP Li F- 2. SPREAD FOUNDATION SHALL HAVE 8" MINIMUM OF SOIL OVERBURDEN,AS IDENTIFICATION PROGRAM DETAILED.IF TOP OF FOUNDATION IS RAISED TO FINISHED GRADE,6" DWG.TITLE OF EXTRA DEPTH SHALL BE ADDED TO THE FOOTING. FOUNDATION DETAILS 7--7 x 6'-0'' BOTTOM DRILL INTO EXISTING 3'-0'' WIDE FOOTING 3. FOUNDATION DEPTH FOR SPREAD FOOTING MUST COMPLY WITH LOCAL CODES. 28'-0" MOUNTING HEIGHT :ANCHOR BOLT A DEPTH OF 1' 0" AND EPDXY 7-*7 x 4'-0"SEMBLY MK 11351 LOCATE 4" FROM TOP OF EXISTING FOOTING 4. CONCRETE SILL SHALL BE FORMED TO DIMENSIONS SHOWN ON FOUNDATION %q" DIA. x 3'-8'(A36) 7--7 x 8'-6" T &B ROSS BRYAN ASSOCIATES INC. w/HVY.HEX NUTS (A307) DETAILS.SEE DETAILS THIS DRAWING FOR FORMING THE SILL AND SUPPORTING and WASHERS (ASA 827.2) THE ANCHOR BOLT ASSEMBLY.CARE SHALL BE TAKEN TO POSITION THE ENGINEERS ANCHOR BOLTS PLUMB AND WITH THE CORRECT PROJECTION. NASHVILLE , TN. 37212 ELEVATION DR'G.DATE 2/28/2011 ORN.BY HWS 5. CONCRETE SILL SHALL BE CAST MONOLITHIC WITH FOOTING. CHWD. HWS APPR'D. COORD'R. JOB NO. 114540 6. ALL CONCRETE SHALL BE A MINIMUM OF 51/2 BAGS CEMENT PER CUBIC SIGN NDDEL YARD. (EQUIVLENT TO 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.) 32-13-100 SIGNBOX SPREAD FOOTING DETAILS 90 MPH WIND VELOCITY PER 2009 GO »» SCALE %q"=1' O" ON 1SQUARE FOUNDATIONTFORTEXISTING »» B1 23 162,B2 20 155 OR B1 19 119 SIGNS. DRAWING NO. SHEET NO. a� 11450 H NCOLN CAP PLATE ASSEMBLY,MARK 11001 41/2 3/8 21/4„ 21/4„ - 10" /z„ 7„ 11/2„ I I I 2 2"x5" ACCESS HOLE 1 I 5„ 5, ".I I � I\- 2" DIA.WIRING HOLE HAND HOLE SEE I I I I I I DETAIL "A" 4-11/8'' DIA,HOLES FOR 11/g" BOLTS ,.�_; I I I I I I —— _ `O 2-11 DIA.x %q" BOLTS IN TAPPED HOLES w /R BIER 11 IL / U CASKET R 1x10x0'-10" 1/ex41/zx0'-7 (A36) I PLAN I 11" DETAIL ''A'' I I I I I I 11112 7" 11/2, I I 31/Z„ 81, 81, 31/2H I I L-2x2x1/4x1'-11 li BLT 11/g" DIA.x3Y4" (A36) 325 GALV.) O I a I I ------------ I I - 00 I I 3 PLACES L-2x2x1/qx1' 8 ---I,— — — — — — —— — TYP. 1 TYPICAL (A36) /g /8 rp m ELEVATION - -- -----------_ SSwoNAL�N � N g4�eGts'rB,pF`� 0 CAP PLATE MK 11001 A. TYP EACH ¢ CALE 11/2"=1'-0" 3 TYP. PLAN �s °o o Jar $III END OF y`. 7' C O V. /4 18� I I o I I Ln N I I = I I � N I I X O N oX 9 32-16-150 & B2-13-100 SIGN MAY RETROFI 21/z„ 8„ g 21�2,i EXISTING 31 23 1622 COLUMN ON FOR I OR B1-19-119 SIGNS. I /2' 41/z'' 11. 41/2 I/z ANCHOR BOLTS FL' 11/2x21x1'-9 8-1/4" DIA.x3'-8",A36 (A36) w/ HVY.HEX.NUTS,A307 FLAT WASHERS,ASA B27.2 I I I TYP. Q 8-2" DIA.HOLES 7�e L 2x2x1/qx1' 8 (A36) o ' I � N O 'SEALED FOR STRUCTURAL COMPONENTS ONLY' 1/4 72.12 I x - I I X _� --_—_ - ---- — I I \ I I I CO _ = TYP. a s L-2x2x1/4x1'-11 a (A36) a Fq TO 3" DIA.WIRING _ 6/21/02 REVISED FORD OVAL BLUE > HOLE GO L-2x2xl/4xl'-8 DATE ISSUED FOR APPRVD. `A36) FORD MOTOR COMPANY 4-STIFFENER R — Q = DEALERSHIP REAL ESTATE OFFICE 1/2x4/2x0'-8 I (A36) DEARBORN MICHIGAN I I FORD PROJ.NO. I I N DEALERSHIP ANCHOR BOLT ASSEMBLY MARK 11351 IDENTIFICATION PROGRAM SEE COLUMN DETAILS HAND HOLE SEE _ uwc.TITLE DETAIL "A" FABRICATED PART DETAILS I I I I -- P28 COLUMN DETAILS I I I I CO BASE PLATE ASSEMBLY, 1i = ROSS BRYAN ASSOCIATES INC. MARK 11051 CONSULTING STRUCTURAL ENGINEERS - NOTES: 227 French Landing Drive,Suite 500 -- 1. WELDING SHALL BE DONE USING LOW HYDROGEN NASHVILLE ,TN.37228 PHONE (615)329-1300 YP. ELECTRODES E7018. DR'G.DATE 4/9/2011 GRIT BY HWS T 5 COLUMN MK 11201 /6 2. ALL WELDS SHALL BE CHIPPED,SCRAPED AND DESCALED. CWD. HWS APPR'D. COORD'R. JOB NO 114566 PRIME COLUMN WITH ONE COAT OF PRIMER AND ONE SIGN MODEL SHOP COAT OF FORD OVAL BLUE (C8-1234). B2-16-150 OR B2-13-100 FOR 28'-0 MOUNTING HEIGHT BASE PLATE ASSEMBLY MARK 11051 (NEW FORMULA CONSISTS OF C8-1230 w/20Y CLEAR.) P28 MOUNTING HEIGHT AOSSBRYAN ASSOCIATES,INC� 90 MPH WIND VELOCITY SCALE �q"=1'-0" SCALE 11/2"=1'-0" CONSULTING STRUCTURAL ENGINEERS PER 2006 IBC G NNF.,.h 815�32Br1300 S r7f 701 (\�\, SHEET=Nl V �l O ESN