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Home My WebLink AboutARB202000108 Architectural Drawings 2020-10-02 (4)NOTES: I" DIA. HEAVY 1. DESIGN IS BASED ON SO MPH 3 SEC HEX NUTS GUST DESIGN WIND SPEED PER NCBC 200S. 1" DIA. THREADED EXPOSURE C. STEEL SUPPORT TUBE 2. CAISSON FOUNDATION ANALYSIS IS BASED ON A SAFE LATERAL SOIL BEARING PRESSURE OF WASHER FOR I" PSF PER FOOT OF DEPTH. SOL REPORT WAS DIA. ANCHOR BOLT NOT FURNISHED. ALLOWABLE BEARING PRESSURE SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE CONCRETE IN FILL 4 3. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 4. SUPPORT MEMBERS SHALL BE FREE FROM ' DEFECTS AND SHALL MEET ASTM A500 GRADE B WITH A MINIMUM YIELD STRENGTH _m I'DIA. OF 46PSI FOR TUBE. PLATE AND ANGLE ``" ANCHOR BOLT N SHALL MEET ASTM A36. ALUMINUM SHALL BE FABRICATED FROM 3003-W14 SHEET OR EXTRUDED FROM 6063-TB ALLOY. 5. STRUCTURAL BOLTS SHALL BE ZINC COATED d A IB A N C IB OO° - ®W A325 UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND STOCK. EXPOSED SURFACES SHALL BE 01 fo" DIA. PVC GALVANIZED OR COATED TO PREVENT CORROSION. T. ALL VOIDS BETWEEN COLUMN BASE PLATE `(A AND FOUNDATION SURFACE SHALL BE COMPLETELY FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT. B. WELDS SHALL BE MADE WITH ETOXX ELECTRODES BY PERSONS QUALIFIED IN ACCORDANCE WITH AWS STANDARDS WITHIN I" DIA. HEAVY THE PAST TWO YEARS. HEX NUT TACK S. STEEL REINFORCING BARS SHALL CONFORM TO WELDED To BOLT ASTM A615 GRADE 60 WITH DEFORMATIONS IN ACCORDANCE WITH ASTM A-305. WELDING OF I (y 8"XS"X5/16" REINFORCING BARS IS PROHIBITED. ANCHOR BOLT DETAIL 10. THIS DESIGN IS INTENDED TO BE INSTALLED STEEL TUBE AT THE ADDRESS SHOWN BELOW AND NO SCALE 914CULD NOT BE USED AT OTHER LOCATIONS. 1'-4" ALL STEEL BELOW GRADE (INCLUDING EXPOSED 2•• ANCHOR BOLTS) SHALL BE COATED WITH CARBOUNE BITUMASTIC 50 COAL TAR OR EQUAL H I" DIA. X 24" LONG AFTER INSTALLATION AND PRIOR TO LANDSCAPING. O O ANCHOR BOLT I 36"X36"X6" PEDESTAL 3" BELOW GRADE FOUNDATION 4 PEDESTAL 0 GRADE SHALL BE PLACED MONOLTHICALLY IN ONE CONTINUOUS POUR CONDUIT 1 1/4" THK STEEL PLATE 8"X8"X3/8" STEEL TUBE 8 I/8"XS 1/6' CUTOUT IN PLATE FOR TUBE N NOTES: SIGN CABINET Q CONNECTION DESIGN BY OTHERS. ELECTRICAL DESIGN BY OTHERS. -2"X2"XI/4" ALUM. TUBE 6061-T6 3/6' DIA.X24" LONG ANCHOR BOLT (GALV.) VERTICAL REINFORCEMENT- (3) #4 BARS AT 13' O.G. ° ' ° °' . I HORIZONTAL REINFORGEMENT- II A (3) #4 BARS AT 11' O.G. ON LEEWARD AND WINDWARD ° FACE. DO NOT WELD REBAR. e ° 3" MIN. COVER. d . a 4 0.38 CU. YDS. OF Z _9 CONCRETE REQ'D PER FOUNDATION DIRECTIONAL SIGN DETAILS NO SCALE 318" DIAX24" LONG OVER ANCHOR BOLT TURN (GALV.) d ' Q GRADE pZ a LL' WHERE EXTREME FROST PENETRATION DEPTH REQUIREMENT IS GREATER THAN THE SPECIFIED DEPTH OF THIS FOUNDATION, EXTEND THE DEPTH OF THE FOUNDATION TO MEET LOCAL FROST DEPTH REQUIREMENTS. OVER T 44. l� .I NOTES I. DESIGN 15 BASED ON SO TO 120 MPH 3 SECOND GUST DESIGN WIND SPEED MAX. PER IBC 2006. EXPOSURE C. 2. FOUNDATIONS ARE BASED ON A SAFE LATERAL SOIL BEARING PRESSURE MINIMUM OF 300 PSF PER FOOT OF DEPTH. SOIL REPORT WAS NOT FURNISHED. ALLOWABLE BEARING PRESSURE SHOULD BE VERIFIED PRIOR TO PLACEMENT OF CONCRETE. DO NOT PLACE FOUNDATION IN FILL 3. CONCRETE SHALL BE MIXED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 4. SUPPORT MEMBERS SHALL BE FREE FROM DEFECTS AND SHALL BE EXTRUDED FROM 606I-T6 ALUMINUM ALLOY, FABRICATED PARTS FROM 3003-H14 SHEET. 5. STRUCTURAL BOLTS SHALL BE ZINC COATED A325 UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS SHALL BE CUT FROM A36 ROUND STOCK. EXPOSED SURFACES SHALL BE GALVANIZED OR COATED TO PREVENT CORROSIC 1. ALL VOIDS BETWEEN COLUMN BASE PLATE AND FOUNDATION SURFACE SHALL BE COMPLETELY FILLED WITH HIGH STRENGTH, NON -SHRINK GROUT. 6. WELDS SHALL BE MADE WITH 4000 SERIES FILLER BY PERSONS QUALIFIED IN ACCORDANCE WITH AWS STANDARDS WITHIN THE PAST TWO YEARS. 9. STEEL REINFORCING BARS SHALL CONFORM TO ASTM AI GRADE 6O WITH DEFORMATIONS IN ACCORDANCE WITH ASTM A-3495. WELDING OF REINFORCING BARS IS PROHIBITED. 10. THIS DESIGN IS PROTOTYPICAL AND SHOULD NOT BE USED FOR SITE SPECIFIC APPLICATIONS UNLESS DEEMED SUITABLE BY A COMPETENT PROFESSIONAL ENGINEER. O 3"X6"XI/2" ALUMINUM BASE PLATE 606I-T6 I/I6" DIA. HOLE TYP. v I _ T 1/4" DIA. d - SECTION A -A I BASE PLATE DETAIL HOLE `(h AI I ° a I I I A I NO SCALE a4 OVER 2"X2"XI/4" ALUM. TUBE 6061-T6 O • ('n (4) #4 BARS ON A TURN 7 I ' •� •' '' I- 10"' 10" I0'z f �T� T� �j 36"X36"X6" PEDESTAL GRADE °a , d'. ` �' 9" PATTERN WITH (3) #3 STIRRUPS P'X3"X3I8" _ ALUM. GUSSET ggSE PLATE DETAIL PROJECT: " ° 3" BELOW SHEETZ a" O.C.ocAT TOP 12", S • (8) #4 BARS ON A 21" " DIA. X 24" LONG CANTILEVERED CLEARANCE BAR THEN 1b" o.c. o / NO SCALE 3/8" LONG • ;.,., PATTERN ° ANCHOR BOLT , THEREAFTER ANCHOR ANCHOR BOLT ", WITH (4) #3 STIRRUPS ON 6" ^� ° d (GALV.) ' CENTERS FOR '' • < 3 #3 PEDESTAL REBAR CLIENT: e A e [&Ul SIGN COMPANY ° TOP 18" AND 12" CENTERS ° A 10"O.C., EACH WAY 0.21 CU. YDS. OF CONC. REQ'D. THEREAFTER. 3" MIN OVER d °,• 5107 EISSELL AVENUE, ALTOONA, PENNSYLVANIA 16601 I -� DIA. 3'X6"XI/T" ALUMINUM DO NOT WELD REBAR. `� n ,' d 'e PHONE: (814) 949-8207 FAX: (814) 948-8283 Q BASE PLATE 6061-T6 • •• 3-0 A. ° DIA. < ' ., OPNO TIONAL ONAL CAISSON FOUNDATION < ' 3 LE HIGH STRENGTH, 1.51 Cu. YDS. OF CONCRETE REQ'D A •e d A. NON -SHRINK GROUT SECTION A -A 4 TMD 4 1 DATE: 12/12/11 107326 - 1 2 3 4 5 6 7 - 18 8• TALL X 18' DIA CIRCULAR BASE CLAD / OVER BASE PLATE @ANCHOR BOLTS - C UP TO 62• 7 15/S 6 I o Q I • APPROX. 32 J C MOVEMENT 1" THICK CIRCULAR BASE PLATE W/80' 1• WIDE SLOTTED HOLES B 62 1/2 20 5/8 20 5/8 20 5/8 EX-188 MAIM. EXTRUSION LIFTING EYEBOLT CABINET WITH STEEL HINGE SIDE HINGE SIDE REMOVE AFTER MOUNTING STRUCTURES OF DOOR JQ OF DOOR Q. HIM INSTALLATION o o 0 co (3) EXTRUDED ALUMINUM SERVICE DOORS 56 7/16 .063• ALUM. PRE -PAINT DOOR WHT/WHT BACK PANEL FRAME m 57 1/l6 (3) SERVICE DOORS WINDOWB ELECTRICAL SPECIFICATIONS: D CLEAR S/O POLY 3 ELECTRONIC FLUORESCENT FIXTURE 74 5/16 8 F032 / 741 78 FLUORESCENT LAMPS TOTAL CONNECTION LOAD: 1.68 AMPS O 120 VOLTS - 60hz m ALLSURFACES OF MENU BOARD 0 A CABINET, DOOR FRAMES AND CLADDING n&ni n TO BE PAINTED SEMI -GLOSS BLACK 12 I/4 E ALUM.CLADDING I 18 DIA. 1t /a TO CONCEAL I 11 HASE CLAD STRUCTURE 17 1/4 I SITE FINISHED I I CONDITIONS GRADE S GRADE 4 PROJECTION d!bCODES 6 ANCHOR BOLTS CAGE A STANDARDIZED FOR IM InLE IyT 1 s 1 MENU BOARDS &CANOPIES r Everbrite*a 16 ANCHOR BOLTS-a„".r•wL, . ugcna^ •"y,,,^ CENTERS Pn �• pnv •MH•n w A RELEASED FOR REVIEW NB 10-19-12 RTP a,..i°•e,esam cvrena, uuc i• preniabe. 7.n,Z8. NTH ]DESCRIPTION ➢R DATE ECN HT" REVISLUNI RECORD �� CONCRETE FOUNDATION SIZED MNBD,SHZ W/CIRCULAR CLAD PER SITE CONDITIONS 6 CODES °� ME °T 10-19-12 (BY INSTALLER) am m SK01-MB-101912 A 4x ti N.T.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - J 1"-0"" 2'-3"' 2"-6"" 2'-3„ fI 0) #60 LED DOWN LIGHTING SUPPUED BY SHEETZ 4" ILLUMINATED WINDOW .15" THICK COLD FORMED WHITE SG POLY #1328 WITH / LED ILLUMINATION , V.O. .0S" THICK ALUM. CLAD SECTIONS MOUNTING BRACKETSWEEW 1/4' FLAT HEAD HARDWARE PAINTED TO MATCH 5I/8" F ANCHOR NO SCALE NOTES T PROJECTION DETAIL TEMPLATES FOR ODK BASE AND MI BOARD WILL BE PROVIDED BY OWN CENTER OF ODK BASE MUST BE I' -II FROM OUTSIDE FACE OF CURB. 4"-2 3/5" .05" THICK ALUM. b' MOUNTING BRACKETS SECURE TO CLADDING WITH 1/4' HARDWARE PAINTED TO MATCH CURB ,� .. .. ....'r• •1 (4) 3/4' ANCHOR ` � `IQ "..• •. r' BOLTS 30" LONG WITH `S PROJECTION S 30" DIA. CAISSON'•A" •°'+�':� ; FOUNDATION TS" DEEP 4. '. WOTH (10) #6 BARS •r •:" •' ' " `. EQUALLY SPACED $ #3 "' ' .d. • TIES 0 6" O/C FOR TC7P 24' THEN 12" O/C DRIVE THRU ORDER POINT PAD ELEVATION SCALE: 3/8"= V-0" (4) 3/4" ANCHOR BOLTS 30" LONG WITH 6' PROJECTION 30" DIA. CAISSON FOUNDATION 15" DEEP WOTH (10) #6 BARS EQUALLY SPACED $ #3 TIES 0 6" 01C FOR TOP 24' THEN 12" O/C ALV. HEAVY UT DIA.X24" LONG ;HOR BOLT LV.) 3ALV. HEAVY HEX rAGK WELD OLT ANCHOR BOLT DETAIL NO SCALE 2"X3"X2 ALUM. TUBE 66 ALUM. C ALUM. GUSSET CHAMFER (SUSSETT DETAIL NO SCALE SHEETZ DIRECTIONAL @ 3'-6" OAH DESIGN INTENT UP TO 120MPH MAX. NT: a 32 SIGN COMPANY 5107 EISSELL AVENUE. ALTOONA, PENNSYLVANIA 16601 PHONE: (814) 949-8287 FAX: (814) 949-8293 1 BY: HMA Protect Number. 12-0321 DATE: 05/14/12 B�wingB107363 ID "== IV w l <G.oD L O ODK'S 50 3/4" L X 11" W ODK BASE 12' $0. DRIVE THRU ORDER POINT LAYOUT O TOP OF 54"X IS" MAGNETIC LOOP SCALE: 3/8"=1"-9" 2 BELOW TOP OF CONCRETE Convenience Architecture and Design P.C. 351 Sheetz Way, Claysburg, PA 16625 phone (814) 239-6013 email tcolumbu@sheetz.com web site www.sheetz.com PROJECT NAME: NEW SHEETZ STORE ABLEMARLE COUNTY Int. of State Route 29 and Airport Road Ablemarle County Virginia OWNER: SHEETZ, INC. 5700 SIXTH AVE. ALTOONA, PA 16602 CONSULTANT PROFESSIONAL KEYPLAN ISSUE: 10-01-20 PROJECT NO: AUTHOR BY: NMI REVIEW BY: SHEET TITLE DRIVE THRU DETAILS Z 0 I-_ IL U LU W 0 LU Q C] MENUBOARD DETAILS NO SCALE AREA = 24.51 5Q. FT. DT=2