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461 Atlantic Blvd SIGN19-0005 sign permitSTURDIVANT AVENUE 21' NORTH Site 1/32 • 1 . �I I if"� ''� (WIC'!,.. f' -' (FORMERLY LAKEVIEW AVENUE) STREET 50' RIGHT OF WAY FRONTAGE —__ Do• .. - _._ (1�71n �m r� so , Site 1/32 • 1 . �I I if"� ''� (WIC'!,.. f' -' THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION & CONCEPT DESIGN ITHIS FILE IS NOT TO BE USED FOR PRODUCTION AND/OR FABRICATION. THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER. harbinger sign of the future 5300 Shad Road. Jacksonville. FL. 32257 • 904.268.4681 2301 Ohio Dr. Plano, TX. 32257 • 972.905.9450 —9��A�OAIGI�/111IQ-147 UI IAt1111� CLIENT: ABBQ SMOKEHOUSE ADDRESS: 641 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 CONTACT: MICHAEL DREXLER SALES ASSOC.: Architect Dept. PROJECT MGR:. Ryan Richardson DESIGNER: Brandon Winebarger A B 11 ' F:\ABBQ Smokehouse\2. DESIGNS\3 CDR Date Rev. Description 01.31.19 00 Dri inal 02.06.19 Rl added2ndo tion 02.28.19 R2 Revised per discussion with PM 03.18.19 R3 Revised Main Cabinet Color 03.26.19 R4 Revised Push-Thru Details 1 SIGN ALLOWED FOR EACH ONE HUNDRED (100) LMEAR FEET OF STREET FRONTAGE, UP TO THREE (3) MAX IF CORNER LOT WTH MORE THAN ONE STREET FRONTAGE, SHALL SE PERMITTED ONE (i)ADDmONAL SIGN PER STREET FRONTAGE MUST ADNERE TO SIGHTTRIANGLE REQUIREMENTS, SAFE SIGHTpISTPNCES ALLOWANCE IS 1 SF OF SIGNAREA FORE MLNFOOTOF STREET FRONTAGE, NO SIGN SHALL E OEED 9E SOFT OF DISP—AREA, BFT IN HEIGHT AND 12 FT IN NOTH ALLOWED TOTAL e PR OPOSED TOTAL Customer Notes: Customer ApprovaC...____- Page, 1 v=r•o 1MET • CIAC323i.3U7 YE THE STRUCTURAL "M CONFORMS TO THE FOLLMM CODES AND SPECIFICATIONS. THE FLORIDA BNLDNG CODE SIXTH EDITION (2017) TIC AMERICAN RIST;NTE OF STEEL CONSTRUCTION(MANUALOFSTEELCONSTTNCTION9THEDRNDN,I THE AMERICAN WELDRNG SOCIETY(AWS N I ISj. TREAMERICAN CONCRETE INSTIWTE BUILDING CODE REQUIREMENTS FOR STTRCTURk CONCRETRAO Ma M)l THE SPECIF-ION FOR ALUMNA STR CNRES BY THE AUMNIM ASSOCIATiORiCURRENT EDOION). I' � � � I►7 (1�71n , 1 1 � ■.� -- // IIT ��',f:;`� �� 1 CONCRETE WALK WALK CONCRETE C AU— CONCRETE -RITI r; - 21' SOUTH ATLANTIC ;O . -D (STATE ROAD & No. 10) ' FRONTAGE Et OF THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION & CONCEPT DESIGN ITHIS FILE IS NOT TO BE USED FOR PRODUCTION AND/OR FABRICATION. THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER. harbinger sign of the future 5300 Shad Road. Jacksonville. FL. 32257 • 904.268.4681 2301 Ohio Dr. Plano, TX. 32257 • 972.905.9450 —9��A�OAIGI�/111IQ-147 UI IAt1111� CLIENT: ABBQ SMOKEHOUSE ADDRESS: 641 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 CONTACT: MICHAEL DREXLER SALES ASSOC.: Architect Dept. PROJECT MGR:. Ryan Richardson DESIGNER: Brandon Winebarger A B 11 ' F:\ABBQ Smokehouse\2. DESIGNS\3 CDR Date Rev. Description 01.31.19 00 Dri inal 02.06.19 Rl added2ndo tion 02.28.19 R2 Revised per discussion with PM 03.18.19 R3 Revised Main Cabinet Color 03.26.19 R4 Revised Push-Thru Details 1 SIGN ALLOWED FOR EACH ONE HUNDRED (100) LMEAR FEET OF STREET FRONTAGE, UP TO THREE (3) MAX IF CORNER LOT WTH MORE THAN ONE STREET FRONTAGE, SHALL SE PERMITTED ONE (i)ADDmONAL SIGN PER STREET FRONTAGE MUST ADNERE TO SIGHTTRIANGLE REQUIREMENTS, SAFE SIGHTpISTPNCES ALLOWANCE IS 1 SF OF SIGNAREA FORE MLNFOOTOF STREET FRONTAGE, NO SIGN SHALL E OEED 9E SOFT OF DISP—AREA, BFT IN HEIGHT AND 12 FT IN NOTH ALLOWED TOTAL e PR OPOSED TOTAL Customer Notes: Customer ApprovaC...____- Page, 1 v=r•o 1MET • CIAC323i.3U7 YE THE STRUCTURAL "M CONFORMS TO THE FOLLMM CODES AND SPECIFICATIONS. THE FLORIDA BNLDNG CODE SIXTH EDITION (2017) TIC AMERICAN RIST;NTE OF STEEL CONSTRUCTION(MANUALOFSTEELCONSTTNCTION9THEDRNDN,I THE AMERICAN WELDRNG SOCIETY(AWS N I ISj. TREAMERICAN CONCRETE INSTIWTE BUILDING CODE REQUIREMENTS FOR STTRCTURk CONCRETRAO Ma M)l THE SPECIF-ION FOR ALUMNA STR CNRES BY THE AUMNIM ASSOCIATiORiCURRENT EDOION). -I PROJECT# -01 19003 7- 10" 5'-6" PRINCIPAL OM3 RED LED (2) GOW 12V PON/ER SUPPLIE5 I I I I I I I I 1 5TEELED 5ADDLE5 I FRONT ELEVATION (AUGERED FOUNDATION) GRADE t1554x4xa 1 (CENTER COLUMN IN FOUNDATION] Z -0"O x 5'-0" DEEP CONCRETE FOU'VDATION 3'-5� 6" 7- 10" 1 4'-4" — 4'- 1 — 4'-0" �-I FRONT VIEW (SIGN CABINET) AA), n EDEDEl I THE FLORIDA BUILDING CODE SIXTH EDITION (2017), THE AMERICAN INSTITUTE OF STEEL FRONT VIEW (SIGN CABINET) Glenn T. Tisdale, P.E. = NOTES: 1. THE STRUCTURAL DESIGN CONFORMS TO THE FOLLOWING CODES AND SPECIFICATIONS: THE FLORIDA BUILDING CODE SIXTH EDITION (2017), THE AMERICAN INSTITUTE OF STEEL PROJECT ADDRESS: ABBQ SMOKEHOUSE- 461 ATLANTIC BOULEVARD- CONSTRUCTION(MANUAL OF STEEL CONSTRUCTION (9TH EDITION), THE AMERICAN WELDING SOCIETY(AWS DI.I-15), THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE(ACI 318-14), THE SPECIFICATIONS FOR ALUMINUM STRUCTURES BY THE ALUMINUM ASSOCIATION(CURRENT EDITION). CAD: 2. STRUCTURAL STEEL REQUIREMENTS: PLATES, ROLLED SHAPES AND BARS SHALL 4 \,. ` N—, 4z\`. BE ASTM A36(OR EQUAL), STANDARD PIPE SHALL BE ASTM A53, GRADE B(OR BETTER, SCALE. 3/8"= 1' �� —,•� - FY=35 KSI), STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B(OR BETTER, FY= 46 DATE: 04/05/19 -� KSI), ALL BOLTED CONNECTIONS SHALL BE MADE WITH ASTM A325 BOLTS(OR BETTER SHT. NO.: I OF I WITH FLAT WASHERS(UNLESS NOTED OTHERWISE), ALL FASTENERS TO BE NON -CORROSIVE, DWG. NO.: 0119003SI ALL STRUCTURAL STEEL SHALL BE SHOP PRIME COATED WITH A RUST INHIBITIVE PRIMER — .125' ALLM AND FINISH PAINTED AS APPROVED BY OWNER(SURFACE PREPARATION SHALL BE IN PULL LENGTH ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS), FIELD CONNECTIONS AND DAMAGED OR ABRADED AREAS OF PROTECTIVE COATING SHALL BE TOUCH UP PAINTED WITH COMPATIBLE MATERIAL, ALL STEEL SUBJECT TO DIRECT CONTACT WITH EARTH SHALL BE BITUMASTIC(OR EQUAL) COATED(IF NOT SUBJECT TO SUNLIGHT AND CARBOMASTIC(OR EQUAL) COATED(IF SUBJECT TO SUNLIGHT) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, ALL WELDS SHALL BE MADE WITH E70XX ELECTRODES(OR EQUAL), ALL FIELD WELDS SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, AND QUALITY OF WELDS, ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED PUSH THROUGH LOGO WITH RED IN ACCORDANCE WITH AWS STANDARD QUALIFICATION PROCEDURES. LED ILLUMINATION 3. ALL FERROUS TO NONFERROUS SURFACES SHALL BE SEPARATED BY 3M#355 POLYESTER CLEAR TAPE(OR EQUAL). 4. THE ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITY. TOP PORTION 5. THE DESIGN WIND SPEED IS 130 MPH PER ASCE 7-10 WITH "C" EXPOSURE RESULTING IN A PAINTED SLACK DESIGN PRESSURE OF 25.19 PSF AT A HEIGHT OF 7'-10" ABOVE GRADE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND — BOTTOM PORTION TO R" COVERED NOTIFY THE ENGINEER OF ANY DISCREPANCIES. WITH AZEK WOOD cc),PO51TE 7. ALL ELECTRICAL COMPONENTS ARE UL LISTED. SIGNAGE IS MANUFACTURED IN COMPLIANCE WITH NEC 600. SIGNAGE IS GROUNDED IN COMPLIANCE WITH NEC 250. �— EscurcHEON ONE VISIBLE 20 AMP DISCONNECT IS REQUIRED PER CIRCUIT. PAINTED BLACK 8. THE FOUNDATION DESIGN IS BASED ON AN ALLOWABLE LATERAL BEARING PRESSURE OF 150 PSF PER FOOT OF DEPTH AND AN ALLOWABLE VERTICAL BEARING PRESSURE OF 2000 PSF(CEASE EXCAVATION AND NOTIFY THE ENGINEER IF DIFFERENT SOIL CONDITIONS SIDE VIEW ARE ENCOUNTERED), ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (51GN CABINET) AT 28 DAYS OF 3000 PSI, SIGNAGE MAY BE INSTALLED ON THE STRUCTURE AFTER A MINIMUM CURING TIME OF FOURTEEN(14) DAYS PROVIDED THAT THE CURING PROCESS IS PROPERLY MAINTAINED IN ACCORDANCE WITH ACI 318-14, EXPOSED CONCRETE FINISHES SHALL HAVE A ROUGH TROWEL FINISH, GROUT SHALL BE NON -SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT ONE(I) DAY, GROUT SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, ALL REINFORCEMENT STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL CONFORM TO ASTM A615, ALL REINFORCEMENT STEEL SHALL BE INSTALLED IN ACCORDANCE WITH ACI 318-14 WITH A MINIMUM CONCRETE COVER OF THREE(3) INCHES WHEN CONCRETE IS CAST AGAINST EARTH, REINFORCEMENT STEEL SHALL NOT BE WELDED AT CROSS POINTS. Glenn T. Tisdale, P.E. = HARBINGER SIGN 5300 SHAD ROAD JACKSONVILLE, FL 32257 MONUMENT Vh PROJECT ADDRESS: ABBQ SMOKEHOUSE- 461 ATLANTIC BOULEVARD- ATLANTIC BEACH, FL CAD: GT 4 \,. ` N—, 4z\`. SCALE. 3/8"= 1' �� —,•� - DATE: 04/05/19 designFirst, Inc. SHT. NO.: I OF I P.O. BOX 9335 DWG. NO.: 0119003SI DOTHAN, AL 36304 (334)793-9734