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Home My WebLink About1041 Route 28 - Section & Detailr 0 2'-O" F — _1 ;r WHITE ALUMINUM CAP WITH DRIP EDGE ON ALL SIDES OVER 1/2" COX PLYWOOD Ix3 "HARDIPLANK" RAKE TRIM Ix5 "HARDIPLANK" RAKE TRIM "HARDIPLANK" LAP SIDING TO MATCH BUILDING 1/2" COX PLYWOOD 3 5/8" 20 GA. MTL. STUDS AT 16" O.C. WHITE ALUMINUM CAP FLASHING Ix5 "HARDIPLANK" TRIM PVC CROWN MOLDING "HARDIPLANK" SMOOTH PANEL OVER 1/2" COX PLYWWOO WALGREENS SIGN CABINET SUPPLIED AND INSTALLED BY WALGREENS SIGN CONTR. TRIMMM COLUMN ENCLOSURE BEYOND r,"x6" WHITE ALUM. ACCESS PANEL W/ KEYED LOCK TO ELEC. J -BOX -MOUNTED ON SACH SUPPORT ' COLUMN. SEE DETAIL l/AS.I CAST STONE CAP COLOR: LIMESTONE TO MATCH BUILDING CAST STONE BASE COLOR: LIMESTONE TO MATCH BUILDING CONT. SINGLE -POUR CONC. BASE PYLON SIGN SECTION SCALE: 1" = 1'-0" JIOESER & ASSOC. 2006 BASE w/ CONST. BULLETINS 070501 - 070544 STRUCTURAL GENERAL NOTES 1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL SHALL RECEIVE ONE COAT OF BITUMAS11C PAINT. 2) ALL STRUCTURAL STEEL SHALLIBE ASTV A-36. 3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC MANUAL, LATEST EDITION. 4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PAINT. 5) TOTAL STRUCTURALSIGN SUPPORT MEMBERS)�INCLUDING ALL 6) DESIGN WIND PRESSURE = 30 ILB./SQ. =T. 7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 8) REINFORCEMENT STEEL TO BE ASTM A-515 GR 60. 9) ALLOWABLE SOIL PRESSURE 25100 P.S.F. 10) SIGN AND FOUNDATION MUST CONFORN TO LOCAL BUILDING CODES, WIND AND SOIL REQUIREMENTS. d WEATHERPROOF JUNCTDN BOXES OVER HAND HOES BY SIGN CONTRACTOR, COORDINATE WITH ACCSS PANELS IN MASONRY BSE FOR ACCESS TO WIRING GROUND ROD:. , ... CONNECTION— BY ELECTRICAL DATA e)mntJIT CONTRACTOR s.. •. POWER GONIJUI SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS, SEE ABOVE). ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION—BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. GROUNDING DETAIL SEE 5/E4.1 FOR ADDITIONAL DETAILS. O I r b N n tq i J 2'-0" MIN. SEPARATION OF CONDUITS REQUIRED FOR FULL RUN I I I L � = I I r Z {V N 3 c c X5.1 UROWIE-YH UI PHARMACY "I'-4. SIGN LENGTH IV; I ll I I I I I I I T'-10' L r -D' 9'-10" PYLON SIGN ELEVATION --- 10'-2" "HARDIPLANK" TRIM TO MATCH BUILDING "HARDIPLANK' SIDING TO MATCH BUILDING ALUM. COPING/DRIP EDGE TO MATCH BUILDING EXISTING ❑ G S s NEW SHELL ONLY ❑ �- �fa RY — PROVIDED 17.80 S.F. 17.80 S.F. tea. y�.I JI -{/ /, RED BY ZONING GoU= I/"`f /W LG1/ . N18S.F.H EB BUSINESS MAXIMUM CAST STONE BASE FACE HEIGHT OR WIDTH OF 8 FEET. TO MATCH BUILDING I FOUNDATION PLAN SCALE: 1/2" = ,'-0" "HARDIPLANK' SMOOTH PANEL OVER 1/2" CDX PLYWWOD Ix3 "HARDIPLANK" CORNER TRI"1 2x- P.T. BLK''a SECURED TO 6x6 STEEL COLUMN TRIMMED COLUMN DETAIL SCALE: 1" = 1'-0" GENERAL NOTES THE READER BOARD PYLON SIGN MUST BE INSTALLED FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. THE FOUNDATION WITH STUBBED -IN CONDUITS WILL BE INSTALLED BY THE LANDLORD'S CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE THE PYLON SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WA REENS FOR APPROVAL PRIOR TO CONSTRUCTION. WORK RESPONSIBILITY: TURNKEY L L CONSTRUCTION OF DRUG STORE: WAL�RE�L.ST��O I iGN CABINETS, TUBE STEEL SIGN, LEGS, AND BOLT CAGE. AND MONUMENT SIGN DATA AREITbY OLANDLORD S CONTRACTOR . TION OF DRUG STORE: OUNDAiION AND ELECTRICAL POWER :iUPPLY BY WALGRE,INS, ALL OTHER WORK BY WALGREEN'S SIGN CONTRACTOR. COORDINATIONS: FOUNDATION CONTRACTOR, PRIOR TO INSTALLING FOUNDATION, SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREENS SIGN CONTRACTOR. 2. OBTAIN BOLT CAGE FROM WALGREENS SIGN CONTRACTOR PERMIT: ALL REQUIRED PERMITS SHALL BE OBTAINED BY WALGREENS SIGN CONTRACTOR. MOESER & A SSOC. JOB #05117 U N � U - o i � � I ;r WHITE ALUMINUM CAP WITH DRIP EDGE ON ALL SIDES OVER 1/2" COX PLYWOOD Ix3 "HARDIPLANK" RAKE TRIM Ix5 "HARDIPLANK" RAKE TRIM "HARDIPLANK" LAP SIDING TO MATCH BUILDING 1/2" COX PLYWOOD 3 5/8" 20 GA. MTL. STUDS AT 16" O.C. WHITE ALUMINUM CAP FLASHING Ix5 "HARDIPLANK" TRIM PVC CROWN MOLDING "HARDIPLANK" SMOOTH PANEL OVER 1/2" COX PLYWWOO WALGREENS SIGN CABINET SUPPLIED AND INSTALLED BY WALGREENS SIGN CONTR. TRIMMM COLUMN ENCLOSURE BEYOND r,"x6" WHITE ALUM. ACCESS PANEL W/ KEYED LOCK TO ELEC. J -BOX -MOUNTED ON SACH SUPPORT ' COLUMN. SEE DETAIL l/AS.I CAST STONE CAP COLOR: LIMESTONE TO MATCH BUILDING CAST STONE BASE COLOR: LIMESTONE TO MATCH BUILDING CONT. SINGLE -POUR CONC. BASE PYLON SIGN SECTION SCALE: 1" = 1'-0" JIOESER & ASSOC. 2006 BASE w/ CONST. BULLETINS 070501 - 070544 STRUCTURAL GENERAL NOTES 1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL SHALL RECEIVE ONE COAT OF BITUMAS11C PAINT. 2) ALL STRUCTURAL STEEL SHALLIBE ASTV A-36. 3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC MANUAL, LATEST EDITION. 4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PAINT. 5) TOTAL STRUCTURALSIGN SUPPORT MEMBERS)�INCLUDING ALL 6) DESIGN WIND PRESSURE = 30 ILB./SQ. =T. 7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 8) REINFORCEMENT STEEL TO BE ASTM A-515 GR 60. 9) ALLOWABLE SOIL PRESSURE 25100 P.S.F. 10) SIGN AND FOUNDATION MUST CONFORN TO LOCAL BUILDING CODES, WIND AND SOIL REQUIREMENTS. d WEATHERPROOF JUNCTDN BOXES OVER HAND HOES BY SIGN CONTRACTOR, COORDINATE WITH ACCSS PANELS IN MASONRY BSE FOR ACCESS TO WIRING GROUND ROD:. , ... CONNECTION— BY ELECTRICAL DATA e)mntJIT CONTRACTOR s.. •. POWER GONIJUI SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS, SEE ABOVE). ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION—BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. GROUNDING DETAIL SEE 5/E4.1 FOR ADDITIONAL DETAILS. O I r b N n tq i J 2'-0" MIN. SEPARATION OF CONDUITS REQUIRED FOR FULL RUN I I I L � = I I r Z {V N 3 c c X5.1 UROWIE-YH UI PHARMACY "I'-4. SIGN LENGTH IV; I ll I I I I I I I T'-10' L r -D' 9'-10" PYLON SIGN ELEVATION --- 10'-2" "HARDIPLANK" TRIM TO MATCH BUILDING "HARDIPLANK' SIDING TO MATCH BUILDING ALUM. COPING/DRIP EDGE TO MATCH BUILDING EXISTING ❑ G S s NEW SHELL ONLY ❑ �- �fa RY — PROVIDED 17.80 S.F. 17.80 S.F. tea. y�.I JI -{/ /, RED BY ZONING GoU= I/"`f /W LG1/ . N18S.F.H EB BUSINESS MAXIMUM CAST STONE BASE FACE HEIGHT OR WIDTH OF 8 FEET. TO MATCH BUILDING I FOUNDATION PLAN SCALE: 1/2" = ,'-0" "HARDIPLANK' SMOOTH PANEL OVER 1/2" CDX PLYWWOD Ix3 "HARDIPLANK" CORNER TRI"1 2x- P.T. BLK''a SECURED TO 6x6 STEEL COLUMN TRIMMED COLUMN DETAIL SCALE: 1" = 1'-0" GENERAL NOTES THE READER BOARD PYLON SIGN MUST BE INSTALLED FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. THE FOUNDATION WITH STUBBED -IN CONDUITS WILL BE INSTALLED BY THE LANDLORD'S CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE THE PYLON SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION. SHOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WA REENS FOR APPROVAL PRIOR TO CONSTRUCTION. WORK RESPONSIBILITY: TURNKEY L L CONSTRUCTION OF DRUG STORE: WAL�RE�L.ST��O I iGN CABINETS, TUBE STEEL SIGN, LEGS, AND BOLT CAGE. AND MONUMENT SIGN DATA AREITbY OLANDLORD S CONTRACTOR . TION OF DRUG STORE: OUNDAiION AND ELECTRICAL POWER :iUPPLY BY WALGRE,INS, ALL OTHER WORK BY WALGREEN'S SIGN CONTRACTOR. COORDINATIONS: FOUNDATION CONTRACTOR, PRIOR TO INSTALLING FOUNDATION, SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREENS SIGN CONTRACTOR. 2. OBTAIN BOLT CAGE FROM WALGREENS SIGN CONTRACTOR PERMIT: ALL REQUIRED PERMITS SHALL BE OBTAINED BY WALGREENS SIGN CONTRACTOR. MOESER & A SSOC. JOB #05117