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HomeMy WebLinkAbout20%" EXTERIOR GRADE PLYWOOD — GROUT TO ACHIVE SLOPE -� :-y4! EHANICALLY ATTACHED SINGLE Y ROOFING MEMBRANE PLYWOOD SHEATHING 7/8" 25 GA. METAL FURRING CHANNEL �--CITADEL METAL PANEL 2C (CLEAR SATIN FINISH; METAL PANEL J -MOLD 8"x8"x16" NOM. CONCRETE MASONRY UNIT BOND BEAM DETAIL �- FINISH10SYSTEML SALE: 1 1/2"= 1'-0" e ALUMINUM DRIP EDGE FINISH TO MATCH METALPANEL) SEALANT CITADEL METAL PANEL 2C (CLEAR SATIN FINISH) 2X WOOD BLOCKING STRUCTURAL STEEL MEMBER -- METAL PANEL J -MOLD EXTERIOR INSULATION h'ni\ ° FINISH SYSTEM MECHANICALLY ATTACHED SINGLE -PLY ROOFING MEMBRANE 3/" PLYWOOD SHEATHING METAL ROOF DECK (SEE STRUCT.) ALUMINUM DRIP EDGE (FINISH TO MATCH METAL PANEL) SEALANT DRIP GROUT SOLID HOLLOW METAL DOOR FRAME TOP OF C.M.U. SEALANT +8 -0 2X BLOCKING CITADEL METAL PANEL METAL PANEL TRIM 7/8" 25 GA. METAL FURRING CHANNELS CITADEL METAL PAN METAL PANEL J -M( I 1)/2" EXTERIOR INSULATION FINISH S %4" DEEP R MECHANICALLY ATTACHED SINGLE -PLY ROOFING MEMBRANE 3/4" PLYWOOD SHEATHING ALUMINUM GRAVEL STOP (FINISH TO MATCH METAL PANEL) EXTEND MEMBRANE DOWN 1" METAL ROOF DECK MECHANICALLY ATTACHED SINGLE -PLY ROOFING MEMBRANE N" PLYWOOD SHEATHING METAL ROOF DECK R19 FIBERGLASS BATT INSULATION EXTERIOR GRADE PLYWOOD LVS0 ikol .a. a. I i tl i I II 2' VERIFY WITH MMUF. HEAD SCALE: 1 1/2"=V-0" '-0" PRECAST CONCRETE MASONRY LINTEL 14 LINTEL NOTE PRECAST LINTELS SHALL HAVE 8" OF BEARING AND BE REINFORCED WITH (1) #4 BAR TOP AND BOTTOM EXTERIOR SYSTEM SEALANT GROUT SOLID HOLLOW METAL DOOR FRAME 11f2" 75 Ar II 2 i 51 VERIFY WITH MANUF. JAMB SCALE: 1 1/2"= 1'-0" 8"x8"x16" NOMINAL CONCRETE MASONRY UNIT (GROUT SOLID) DOOR JAMB ANCHORS (3) PER JAMB HARDWARE SET CSO A Engineering 3 EA. HINGE BB1191 NRP 4Y x 4Y 630 HAGAR 1 EA. LEVER LOCKSET (STORERM) 626 BEST 1 EA. CLOSER 4041-CUSH 689 LCN 1 EA. THRESHOLD S204 628 ZERO 1 EA. AUTO DOOR BOTTOM - 351 628 ZERO 1 SET SEAL 139 HEAD AND JAMBS 628 ZERO O. PER OO SLOPE 1/8" PER FOOT It � R 1'-S%t* ..II 3' 7 A201 (76 1'-3'/" I I I II it II II I I I ;� II II II II II I ! N II II it II 4 I 5 A2o1 M II i L---JL---------JL------- - -JL - -J ------- i A2o1 II co I I II �r ----Ir-----------Ir----------IF ------- - I _ °° ---�I I I I N IIII it II II II II II I I I I ! I II � ! -- I I IIII II II II II II II I I I II ' ____ _ _ _ — — L------ L ---II- -i -----� �---I — -----� 7L, MAIL DROP BOXES AND NEWPAPER VENDING II 6" DIA. PIPE BOLLAR (P NTED) t'-6" II 2'-4" t'-4"R.o. II 2'-4" II II 14'-03/" II 2'-1' I (S E 1 (S401) I I I I I I 6" DIA. 11 IPE BOLLARD ! I I I I I I I I I I I I (PAINTED) (SEE 1/S401) __—IL ---Y=-= -u-=----JL— — IL-----I�-—.—�I_—_ 3'-10" 4'-0' 4'-0" 4'-0" 4'-0" 4'-0' VERIFY ROUGH OPENING WITH SUPPLIER 2 X01 MECHANICALLY ATTACHED SINGLE 1 PLAN e. -PLY ROOFING MEMBRANE A201 SCALE: 1/2"=1'-0" 3/" PLYWOOD SHEATHING ALUMINUM GRAVEL STOP (FINISH METAL ROOF DECK (SEE STRUCTURAL) 7 6 TO MATCH METAL PANEL) 9 A201 A201 A201 Cl EL METAL PANEL 20 (CLEAR IN) TOP OF C.M.U. +8 —0 8"x8"06" NOM. CONCRETE METAL PANEL J -MOLD PRECAST CONRETE 1�� MASONRY UNIT BOND BEAM LINTEL (SEE NOTE) 8"x8"x16" NOM. CONCRETE MASONRY UNIT BOND BEAM IY" EXTERIOR INSULATION FINISH SYSTEM 8"Wx16" CONCRETE MASONRY UNIT DEEP REVEAL N �— STRUCTURAL STEEL MEMBER 2 X WOOD BLOCKING CITADEL METAL PANEL 20 (CLEAR SATIN) METAL PANEL TRIM 4 , ,. !. A 25 GA. METAL FURRING CHANNEL S SE O 9 (CLEAR SATIN) DETAIL PANEL 20 SCALE: 1/2"=1'-0" A201 A201 SCALE: 1 1/2"=1'-0" VERIFY ROUGH OPENING WITH SUPPLIER 00 o � P I 1}2" N _ DEEP REVEAL N t N 1Y "EXTERIOR INSULATION FINISH S 8"x8"x16" CONCRETE MASONRY UNIT (GROUT CORES SOLID) .. CSO A Engineering Interiors LandwapeArchitecture Land Sure ong Corporate Office 280 East 96th Street e Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 000pyri hf -2001 - a These droeirgs :,6cute the genera scope o, the project in terms of «di tectural design concept. the dimensions of the trildiy, the d The dro.ings ot do nnecenm* k400te « descnbe d .akrequiea r« fu. pertormaras and completion of the roquiemar4 or the Contract. On the Dosis of the Qlnerd scope iidcated « descrbed, the trade coMroct« tolunch d items requied f« the proper execution and completion of the Work. Revisions A �a Date Drawn Checked 1/10/02 CMS ART ca a Z Z Q cn Z J 0p- . a �CCz 0 I—Z�J .� A Cb WJ0E 6 SECATI01 A201 SCALE: 1/2"=1'-0" ELEVATION ANODIZED ' I FT.) ANODIZED ' Q. FT.) I I — — 2 •E -L -E VA Ttf N — — �11 SCALE: 1/2"=1'-0" CI DEL METAL PANEL 20 (CLEARS IN) I I�II� ___JL I ALUMINUM GRAVEL STOP (FINISH TO MATCH METAL PANEL) ELEVATION 5v�� X04 Pte'` A201 SCALE: 1/2'=1'-0" Ie OkG ISI � r� CSO ArchkBChire Engineering Interiors LandwapeArchitecture Land Sure ong Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 000pyri hf -2001 Scone Drawings These droeirgs :,6cute the genera scope o, the project in terms of «di tectural design concept. the dimensions of the trildiy, the major «ctitedurd ebamts and the type o1 stn+ct«d. mechoirkA and ebctriool systems. The dro.ings ot do nnecenm* k400te « descnbe d .akrequiea r« fu. pertormaras and completion of the roquiemar4 or the Contract. On the Dosis of the Qlnerd scope iidcated « descrbed, the trade coMroct« tolunch d items requied f« the proper execution and completion of the Work. Revisions Date Drawn Checked 1/10/02 CMS ART ca 0 Z Z Q cn Z J 0p- . a �CCz 0 I—Z�J .� ZQW Cb WJ0E Certification Sheet Number A201 Prosect Number 21528 u GENERAL 1. THE GENERAL CONTRACTOR SHALL REVIEW AND CONFIRM THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS, AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. 3. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED, AND SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 5. ANY SUBMITTALS RECEIVED BY CSO THAT HAVE NOT BEEN CHECKED BY THE GC AND HIS SUBCONTRACTOR SHALL BE RETURNED WITHOUT REVIEW. 6. ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL OR SIMILAR UNLESS ANOTHER SECTION OR DETAIL IS NOTED. 7. WHEN REFERENCE' IS MADE TO SPECIALTY DESIGN WORK TO BE PERFORMED BY AN ENGINEER, THE ENGINEER SHALL BE REGISTERED IN THE SAME STATE AS THE PROJECT. DESIGN CRITERIA 1. ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE 1997 UNIFORM BUILDING' CODE (UBC) WITH THE 1998 STATE OF INDIANA AMENDMENTS. 2. DESIGN LOAD VALUES: ROOF: 15 PSF DEAD LOAD 25 PSF LIVE LOAD 3. TO THE BEST OF.THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE APPLICABLE BLDG CODE. FOUNDATIONS 1. CONTRACTOR, IN CONJUNCTION WITH GEOTECHNICAL FIELD REPRESENTATIVE, SHALL DETERMINE IF ANY UNSUITABLE CONDITIONS ARE DISCOVERED DURING EXCAVATION WHICH WOULD PREVENT ATTAINMENT OF THE DESIGN SOIL PRESSURE OF 2,000 PSF (ASSUMED). CONCRETE AND REINFORCING 1. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TESTING! INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS. SUBMIT REPORTS TO CSO. 2. CONCRETE WORK SHALL CONFORM TO ACI 301 ( LATEST EDITION) SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 3. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH AS FOLLOWS: LOCATION 28 DAY STRENGTH (PSI) SLUMP (IN) MAX AGGREGATE (IN) FOUNDATIONS 3000 PSI 2"+/-l" 1- 1/2 - /2"SLAB-ON-GRADE: SLAB -ON -GRADE: 3000 PSI 2"+/-1 " 1- 1/2" OCOWOt 2001 Scope Drawings These oav*, infi-1, the as , *Dope of Fm*t in dOsiF ecaanoe^ tthe cr�nensia m of the i ". the mojor «drteeturd otements one the type of atroetu+el, m.etw�ied ane eMctricd 0014 - 4. CONCRETE MIX DESIGN SUBMITTALS: A. EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (e.g. FOUNDATIONS, SLAB -ON -GRADE, COLUMNS, etc.). FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. B. PROPOSED MIX DESIGN SHALL BE ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301. PROVIDE SUPPORTING DATA IN TABULAR FORM FOR EACH SEPARATE PROPOSED MIX. C. SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. 5. REBAR SHALL CONFORM TO ASTM -615 GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. LAP :WELDED FABRIC ONE MESH + 2" WHERE SPLICED UNO ON PLANS. 6. SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNO ON PLANS. WELDED WIRE FABRIC : 8" ALL OTHER 36 DIA (12" MIN) 7. REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 36 BAR DIA AT SPLICE UNO. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. 8. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND STRIP FOOTINGS, PROVIDE CORNER BARS AT SAME SIZE AND SPACING AS HORIZONTAL BARS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT. MIN COVER A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. w 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER: 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH Amhitedure Land 8U rV8ying GROUND: 280 East 96th Street SLABS, WALLS, JOISTS: 3/4" i STRUCTURAL STEEL 1. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS. SUBMIT REPORTS TO CSO. 2. STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS, 9th EDITION THE ALLOWABLE STRESS DESIGN MANUAL. 3. STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi). 4. WIDE FLANGE BEAM SECTIONS ARE ASTM A992 (Fy=50ksi). WIDE FLANGE COLUMNS ARE ASTM A992 (Fy=50ksi). ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36. 5. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED. 6. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE E70XX-LOW HYDROGEN FOR SHIELD AND METAL ARC WELDING. 7. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON - SHRINK, NONMETALLIC GROUT. (8000 PSI MIN) 8. SUBMIT SHOP DRAWINGS- INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES. 9. ALL WELDED CONNECTIONS SHALL BE 1/4" FILLET ALL AROUND, UNO. ALL BOLTED CONNECTIONS SHALL BE 3/4" DIAMETER A325 BOLTS, UNO. 10. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED (U.N.O. ON PLANS OR IN SPECIFICATIONS TO RECEIVE ZINC RICH PRIMERS). MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-95/ASCE 5-95/TMS 402-95) , SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-95/ASCE 6-95/TMS 602-95) ASTM C476, ASTM C1019, AND NCMA TEK 107. ALL MASONRY ON THIS PROJECT REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH ACI 530-99 TABLE 1.14.1.2 "LEVEL 2 QUALITY ASSURANCE". 2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90. (f'm = 1500 PSI) (1900 PSI ON THE NET AREA) 3. MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. (COMPRESSIVE STRENGTH = 2500 PSI AND 1800 PSI, RESPECTIVELY. SITE TESTED MORTAR CUPES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN COMPRESSIVE STRENGTH). 4. BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. 5. ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. 6. THE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL TO RECEIVE GROUT MUST BE NOT LESS THAN 2"x3". MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 7. REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE) REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 16" OC UNO, MEASURED VERTICALLY. PLACE PER MFR INSTR. LAP ALL HORIZONTAL JOINT REINFORCING 8", MIN. • 8. WHERE SHOWN, CELLS OF BLOCK MASONRY SHALL BE FILLED WITH GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, AND MEET ASTM C476. GROUT SHALL BE PROVIDED BY CONCRETE SUPPLIER FROM THEIR BATCH PLANT WITH A SLUMP OF 9" TO 11". JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. 'TESTING SHALL CONFORM TO ASTM C1019. 9. PROVIDE KNOCK -OUT CMU AT BASE OF EACH FILLED CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION (FOR POURS OF 5'-0" OR LESS, A KNOCK -OUT AT BASE OF LIFT WILL NOT BE REQUIRED). 10. VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE. VERTICAL BAR LAP = 48 x BAR DIAMETER. VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS OR 10 FT. 11. GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED (1-1/2") BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. 12. SEE PLANS AND SECTIONS FOR ALL VERT REINFORCING. TYP VERTICAL, REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 13. TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 14. MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI -ASCE 530.1)" EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE DOCUMENTS. 15. STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE MAS UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. 16. REINFORCE MASONRY OPENINGS GREATER THAN 1'-0" WIDE, WITH HORIZ JOINT REINFORCEMENT PLACED IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND IMMEDIATELY BELOW THE SILL. EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. 17. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. 18. DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS. 19. EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR BEAM UNO. TERMINATE ALL VERTICAL REINFORCING WITH STANDARD ACI HOOK. 1'-35/" 3'-4%- M.O. V-35/" SLAB OM GRADE: 4" N.W. CONCRETE SLAB W/ 6x6 S401 o1 W1.4xW1.4 WWF OVER 4" COMPACTED #53 STONE, OVER 6 MIL. VAPOR BARRIER. I I e 4 I e { I 5401 8" CMU (SOLID GROUTED) i 8 - ---------------W/j5-AT--24!--"-{TYP)---- ---I S401 iv I �S401�- F s ' I 2 S401 M�� $401 �+ # i 5401 N 1 -t cm I I 11 1 L -------------- ------ L-- - --U �/ #5 VERT. WALL REINF. IN ADDITION TO NORMAL WALL REINF. (TYP) 73 • 2•_1- 6" DIA. PIPE BOLLARD (SEE 1/S401) FOUNDATION PLAN szmSCALE: .n'. r -o %7x22 GA. GALV. METAL ROOF DECK (VULCRAFT 1.56 OR EQUAL) ATTACH DECK USING V DIA. PUDDLE WELDS 36/4 PATTERN W/ (2) #10 TEK SCREWS SIDELAP FASTENERS 3' -mow 5--4. 1 4'-101Y,a PROVIDE PREC%"070"ST CM%"070" BRG. PL. T/BRG. PL LINTEL AT OPENING W/ (2) #4x24" (TYP) +8'-03/" SEE 5/S401 C8x 11 T/BRG. PL +8'-03/8" I i } } s X} X U00 T/BRG. PL I +8'-1" S401 N } 3'-4Y,• - 5 jH'," 5 3 5401 - T/BRG. PL S401 t+8' -l" SIM, TYp ^�~ -PROVIDE PRECAST CMU LINTEL AT OPENING 6 5401 4'-1 OtYsa" 6 5401 4'-107/• T/BRG. PLT/BRG. PL N . M _r," � r.I na." X 00 A 8" CMU KNOCK OUTi6" ENDS N 5 BLOCK BOND BEAM W/ (2) #5 CONT. AT L4x4xY BRACE1T TOP OF WALL (TYP) (LIKE THAT SHOWN IN 5/S401) WELD BRACE TO TOP SIDE �a OF BOTTOM FLANGE OF N W8x10 BEAMS. 14'-U3/w 2 FRAMING PLAN S201 SCALE: 1/2" = 1'-0" 3' T/BRG. PL +8'-Q/8" T/BRG. PL +8'-1" 3'-4)6* CSO I • Engin"ring Mill ors L#fIVEC8. Amhitedure Land 8U rV8ying i STRUCTURAL STEEL 1. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS. SUBMIT REPORTS TO CSO. 2. STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS, 9th EDITION THE ALLOWABLE STRESS DESIGN MANUAL. 3. STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi). 4. WIDE FLANGE BEAM SECTIONS ARE ASTM A992 (Fy=50ksi). WIDE FLANGE COLUMNS ARE ASTM A992 (Fy=50ksi). ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36. 5. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED. 6. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE E70XX-LOW HYDROGEN FOR SHIELD AND METAL ARC WELDING. 7. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON - SHRINK, NONMETALLIC GROUT. (8000 PSI MIN) 8. SUBMIT SHOP DRAWINGS- INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES. 9. ALL WELDED CONNECTIONS SHALL BE 1/4" FILLET ALL AROUND, UNO. ALL BOLTED CONNECTIONS SHALL BE 3/4" DIAMETER A325 BOLTS, UNO. 10. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED (U.N.O. ON PLANS OR IN SPECIFICATIONS TO RECEIVE ZINC RICH PRIMERS). MASONRY 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-95/ASCE 5-95/TMS 402-95) , SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-95/ASCE 6-95/TMS 602-95) ASTM C476, ASTM C1019, AND NCMA TEK 107. ALL MASONRY ON THIS PROJECT REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH ACI 530-99 TABLE 1.14.1.2 "LEVEL 2 QUALITY ASSURANCE". 2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C-90. (f'm = 1500 PSI) (1900 PSI ON THE NET AREA) 3. MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. (COMPRESSIVE STRENGTH = 2500 PSI AND 1800 PSI, RESPECTIVELY. SITE TESTED MORTAR CUPES SHALL ACHIEVE A MINIMUM OF 80% OF THE DESIGN COMPRESSIVE STRENGTH). 4. BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. 5. ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. 6. THE MINIMUM CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL TO RECEIVE GROUT MUST BE NOT LESS THAN 2"x3". MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MUST BE KEPT OUT OF CELLS WHICH ARE TO BE GROUTED. 7. REINFORCE WALLS WITH LADDER TYPE (ASTM A-82, #9 GAGE WIRE) REINFORCEMENT EQUAL TO DURO-WALL IN BED JOINTS AT 16" OC UNO, MEASURED VERTICALLY. PLACE PER MFR INSTR. LAP ALL HORIZONTAL JOINT REINFORCING 8", MIN. • 8. WHERE SHOWN, CELLS OF BLOCK MASONRY SHALL BE FILLED WITH GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, AND MEET ASTM C476. GROUT SHALL BE PROVIDED BY CONCRETE SUPPLIER FROM THEIR BATCH PLANT WITH A SLUMP OF 9" TO 11". JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. 'TESTING SHALL CONFORM TO ASTM C1019. 9. PROVIDE KNOCK -OUT CMU AT BASE OF EACH FILLED CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION (FOR POURS OF 5'-0" OR LESS, A KNOCK -OUT AT BASE OF LIFT WILL NOT BE REQUIRED). 10. VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/2" TO INSIDE FACE. VERTICAL BAR LAP = 48 x BAR DIAMETER. VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS OR 10 FT. 11. GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED (1-1/2") BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. 12. SEE PLANS AND SECTIONS FOR ALL VERT REINFORCING. TYP VERTICAL, REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 13. TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 14. MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI -ASCE 530.1)" EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE DOCUMENTS. 15. STOPPING AND RESUMING WORK: RACK BACK 1/2 -UNIT LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY WET UNITS LIGHTLY (IF REQ'D) AND REMOVE LOOSE MAS UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. 16. REINFORCE MASONRY OPENINGS GREATER THAN 1'-0" WIDE, WITH HORIZ JOINT REINFORCEMENT PLACED IN (2) HORIZ JOINT'S APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE LINTEL AND IMMEDIATELY BELOW THE SILL. EXTEND REINFORCING A MINIMUM OF 2'-0" BEYOND JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. 17. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. 18. DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (7) DAYS. 19. EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR BEAM UNO. TERMINATE ALL VERTICAL REINFORCING WITH STANDARD ACI HOOK. 1'-35/" 3'-4%- M.O. V-35/" SLAB OM GRADE: 4" N.W. CONCRETE SLAB W/ 6x6 S401 o1 W1.4xW1.4 WWF OVER 4" COMPACTED #53 STONE, OVER 6 MIL. VAPOR BARRIER. I I e 4 I e { I 5401 8" CMU (SOLID GROUTED) i 8 - ---------------W/j5-AT--24!--"-{TYP)---- ---I S401 iv I �S401�- F s ' I 2 S401 M�� $401 �+ # i 5401 N 1 -t cm I I 11 1 L -------------- ------ L-- - --U �/ #5 VERT. WALL REINF. IN ADDITION TO NORMAL WALL REINF. (TYP) 73 • 2•_1- 6" DIA. PIPE BOLLARD (SEE 1/S401) FOUNDATION PLAN szmSCALE: .n'. r -o %7x22 GA. GALV. METAL ROOF DECK (VULCRAFT 1.56 OR EQUAL) ATTACH DECK USING V DIA. PUDDLE WELDS 36/4 PATTERN W/ (2) #10 TEK SCREWS SIDELAP FASTENERS 3' -mow 5--4. 1 4'-101Y,a PROVIDE PREC%"070"ST CM%"070" BRG. PL. T/BRG. PL LINTEL AT OPENING W/ (2) #4x24" (TYP) +8'-03/" SEE 5/S401 C8x 11 T/BRG. PL +8'-03/8" I i } } s X} X U00 T/BRG. PL I +8'-1" S401 N } 3'-4Y,• - 5 jH'," 5 3 5401 - T/BRG. PL S401 t+8' -l" SIM, TYp ^�~ -PROVIDE PRECAST CMU LINTEL AT OPENING 6 5401 4'-1 OtYsa" 6 5401 4'-107/• T/BRG. PLT/BRG. PL N . M _r," � r.I na." X 00 A 8" CMU KNOCK OUTi6" ENDS N 5 BLOCK BOND BEAM W/ (2) #5 CONT. AT L4x4xY BRACE1T TOP OF WALL (TYP) (LIKE THAT SHOWN IN 5/S401) WELD BRACE TO TOP SIDE �a OF BOTTOM FLANGE OF N W8x10 BEAMS. 14'-U3/w 2 FRAMING PLAN S201 SCALE: 1/2" = 1'-0" 3' T/BRG. PL +8'-Q/8" T/BRG. PL +8'-1" 3'-4)6* CSO Architec bme Engin"ring Mill ors L#fIVEC8. Amhitedure Land 8U rV8ying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 OCOWOt 2001 Scope Drawings These oav*, infi-1, the as , *Dope of Fm*t in dOsiF ecaanoe^ tthe cr�nensia m of the i ". the mojor «drteeturd otements one the type of atroetu+el, m.etw�ied ane eMctricd 0014 - The do ad f%reefsUalft aes ane aampiefion of the M** nwft of the Contract. On the Dosis of the yeiwa eoope in6tated « dexraee. the trade ooidroetoes Ad furnish air items required f« the proper euscsAm and emomion of the .odc Revisions Date Drawn Checked 01/21/02 JCK CRR Z a J CL z za (1) Z � Ito Oona Y�Z 0 I.I. w 1- Z -1 *%%146 Z0W Z W~2 C J ata a Z 0 0 LL Certification Sheet Number S201 Prosect Number 21528 I -Y4" PLYWOOD SHEATHING (SEE ARCH) 1Y"x22 GA. METAL ROOF DECK. ATTACH USING Y8" DIA. PUDDLE WELDS AT 6" O.C. PERIMETER i C8x11.5 2x WOOD BLOCKING TYP. EDGE DETAIL SCALE: 1-1/2' = 1'-0" #5 VEF TYPICAL INTERSECTION 8" CMU -� GROUT CORE FULL HEIGHT v 8" 8 MASONRY WALL REINFORCING 84()1 SCALE: 1" ROUND TOP AS SHOWN 8" CMU (GROUTED E.I.F.S (SEE ARCH) FILL PIPE BOLLARD SOLID SOLID FULL HEIGHT) __ = W/ CONCRETE #5 AT 24" O.C. (LAP 30") == = 6" DIA. PIPE BOLLARD FIN. GR. == = PAVEMENT (SEE (6" DIA. STD. PIPE) SEE SITE/ = SITE/CIVIL) CIVIL DWGS FIN. GR. x x x 4 PAVEMENT (SEE SITE/CIVIL) FIN. GR. OL +0 GRANULAR FILL " .4- T/ d- T FTG :a a 1/2 EXP. JT. MAT, L ALL AROUND ° 1/2" EXP. JNT. MAT'L Q • d d a o a e• a° a °' • : e C-4 a ° ade WALL FTG d°a 'd • a o e co a e ENCASE IN CONCRETE a ° r7 a a (4) #5 CONT. Q • .. Q a . 3. io Q ° ea c d 3'-0' ' 2'-6" DIA q SECTION PIPE BOLLARD DETAIL SCALE: 3/4" = 1'-0" T BRG. PL =SEE PLAN T CMU EL. GROUT TO BOTTOM OF BEARING PL 3/" PLYWOOD SHEATHING 1Y2" METAL ROOF DECK W8x10 Ya" STIFF PL AT BEARING !"' )(V" %- BRG. PL W/ (2) 0424" (ASTM A706) STUD WELDED TO BOTTOM OF PL 8" CMU BOND BEAM W/ (2) #5 CONT. 8" CMU WALL (SOLID GROUTED) (WALL ORIENTATION VARIES AT SIM) #5 VERT. REINF. AT BEARING TYP. BEARING DETAIL SCALE: 3/4" = 1'-0" a" PLYWOOD SHEATHING (SEE ARCH) 1Y"x22 GA. METAL ROOF DECK. ATTACH USING %- DIA. PUDDLE WELDS AT 6" O.C. PERIMETER C8x 11.5 2x WOOD BLOCKING %" SINGLE SHEAR PLATE CONNECTION W/ (2) 34" DIA. A325 BOLTS W8x10 e\ TYP. EDGE DETAIL S401 / SCALE: 1-1/2" = 1'-0" SCALE: 3/4" = 1'-0" i 8" CMU (GROUTED SOLID) S.O.G GRAl' 6 MIL VAPO RIGID E.I.F.S. (SEE ARCH) a - #5 AT 24" O.C. VERT. CMU REINF. (LAP 30') PAVEMENT (SEE = SITE/CML) FIN. OR. v 0+_D" X x X- ° d 1/2" EXP. JNT. MAT'L ,e e T FTG 1'-4" a, ° D °.. •d a ° . d' C• °' a d a ' . a WALL FTG. o ° (4) #5 CONT. •. ° a �. ° '• ° i 3' 3'-0' SECTION SCALE: 3/4" = 1'-0" DOOR FRAME (BEYOND) DOOR THRESHOLD (SEE ARCH) Y2" EXP. JT. MAT'L. #448" AT 12" O.C. CTR'D ON JOINT SIDEWALK (SEE SITE/CIVIL) S.O.G. FIN. GR. . .j., F° " •d•• ° = GRANULAR FILL T/FTG o ' _ -1'-4" d• : 6 MIL VAPOR BARRIER #4x24"x36" AT 12"O.C. - 2'-0" 24" d c — a 36"1� o a ; a d . '' <V C • ° a ° RIGID INSULATION 46, (4) #5 CONT. �3- WALL FTG SECTION SCALE: 3/4" = 1'-0" CSO ArcWtecture Enginewing Interiors LBn__ . ArDhitecbire Lend Survi3ying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 OCOPAht toot Scope Drawings These drowma m6cote the 9w*rd scope of the project in tome of arctAecturd design qUrM aeMmebtW.=. mthd st"m"A ., ".."A end electrical syq•mt. The Moeirgs do na naso * i okete or desefiDs o• soda mq*W for AA aperfomlones d Gwomim of the zr emev+ts d the Contract. on the bass of the gmwd stops in6oated ordeserk 1 the trade ooelroetofa Ad furom am items required for tfw proper eseadim and co npietion of the •ark Revisions Date Drawn Checked 01/21/02 JCK CRR cc J a LU zQ hecnZ p CoCoQ 00at. J YCC 0— a � w ~Z W Z a W 2 J cc Q�Q Certification Sheet Number S401 Prosect Number 21528 I TACK COAT 1 " SURFACE COURSE (# 11 B) 3" BINDER COURSE (#9) 8" STONE BASE (#53) COMPACTED & WELL DRAINED SUBSOIL NTS SELF LEVELING SEALANT 1/2" PREFORM EXPANSION JT. CONC. PVMT. - 1 /2" PROTECTI BOARD I BUILDING 1-^%,V- BACKER ACEBACKER ROD WATERPROOF MEMBRANE EXTEND JT. MATERIAL TO BOTTOM OF PVMT. NTS TOOLED CONTROL JTS. 6" CONC. SLAB W/1 LAYER OF 118" WIDE, MIN. 6x6-W4.0xW4.0 V.W.F. W/BROOM FINISH. 2 DEPTH APPLIED ANTI SPALLING COMPOUND —\ NTS EXISTING ASPHALT PAVEMENT AGGREGATE BASE COURSE #8 STONE E EE EE COMPACTED SUBGRADE 6x6-W4.OxW4.0 W.W.F. 20' WELL COMPACTED SUBSOIL ASPHALT/CONCRETE INTERFACE 64 NTS C20 6" CONC. CU W/ RUBBED q' — r%), ,•`L-4- ACTED SUBSOIL TAPERED CURB END DETAIL 65 NTS C20 GENERAL NOTES 1. ALL DISTURBED AREAS OUTSIDE OF PROPOSED BUILDING, PAVING OR CURBED AREAS TO BE SEEDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. 2. PROVIDE POSITIVE DRAINAGE IN ALL AREAS WITHOUT PONDING WATER. THE PAVING CONTRACTOR SHALL TEST ALL PAVED AREAS FOR BIRD BATH CONDITIONS BY FLOODING THE ENTIRE PAVEMENT AREA WITH WATER AND MARKING THE PONDED AREAS PRIOR TO THE INSTALLATION OF THE TOPPING COURSE. CORRECTIONS SHALL BE MADE IF NECESSARY. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREPANCIES FOUND ON THE SURVEY PLAN OR ACTUAL FIELD CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY FOR INSTRUCTIONS. 4. ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAS JURISDICTION SO NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS, LOCATIONS, SIZES AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A/E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. TO DETERMINE THE SUBGRADE ELEVATION REQUIRED BELOW A PROPOSED FINAL ELEVATION, SEE APPROPRIATE DETAIL. 8. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 9. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 10. EXISTING PAVEMENT, SIDEWALKS CURBS DRIVEWAYS, ELECTRICAL TRANSFORMERS AND PADS, DITCHES, DRAINAGE PIPES, AND STRUCTURES, FENCES, LAWNS, TREES, BUSHES, MAILBOXES, SIGNS, POWER POLES ETC., TO REMAIN AND BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR ALL EXPENSES TO REMOVE, RELOCATE AND OR MODIFY ALL UTILITIES, PRIVATE OR PUBLIC, OR OTHERWISE. IT FURTHER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT TO WHO IS RESPONSIBILITY TO REMOVE, RELOCATE, AND OR MODIFY SUCH UTILITY EXISTING OR PROPOSED. IT FURTHER SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY IF ANY FUTURE UTILITIES ARE PLANNED AND HOW IT MAY EFFECT THIS PROJECT AND IT'S OWNER AS TO THEIR FUTURE RESPONSIBILITIES. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRAIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 15. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. 16. THE EXCAVATING CONTRACTOR OR LANDSCAPE CONTRACTOR SHALL INSTALL THE FINISHED GRADE AT 1/2" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 18. REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON-ORGANIC MATERIAL THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL. 19. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIPMENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO IT'S ORIGINAL OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DURING THE SCHEDULED PAVING. 20. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER. EXPANSION JOINTS `SHALL NOT EXCEED 40'-0" MAXIMUM ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON PLANS. 21. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES UNLESS OTHERWISE NOTED. 22. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. 23. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. THE MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. 24. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHETHER AN EXISTING IRRIGATION SYSTEM IS PRESENT ON SITE AND WITHIN THE PROPOSED CONSTRUCTION AREA. IF AN EXISTING IRRIGATION SYSTEM IS PRESENT AND WILL BE AFFECTED BY THE NEIN CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO EMPLOY AN IRRIGATION SUBCONTRACTOR TO REVIEW THE EXISTING SYSTEM. THE IRRIGATION SUBCONTRACTOR SHALL MODIFY THE EXISTING IRRIGATION SYSTEM AS NECESSARY TO ASSURE THE SYSTEM'S INTEGRITY, INCLUDING BUT NOT LIMITED TO ADDING OR MODIFYING AND DELETING EXISTING IRRIGATION HEADS, VALVE BOXES, WIRING OR OTHER ELEMENTS TO PROVIDE ADEQUATE IRRIGATION. (FOR INFORMATION ONLY) EXISTING PARKING STRIPING (TYP) KEYNOTES Q ASPHALT PAVEMENT, SEE DETAIL 01/C201 © 6" CONCRETE PAVEMENT, SEE DETAIL 03/C201 © 4" CONCRETE PAVEMENT, SEE DETAIL 01/C202 D@ CONCRETE RETAINING WALL, SEE DETAIL 04/C202 O 6" CURB, SEE DETAIL 02/C202 PIPE BOLLARD, SEE DETAIL 03/C202 © BLEND NEW CURB INTO EXISTING HQ SAW CUT QI PERMANENT SEEDING, SEE DETAILS 05&06/C202 QJ EXPANSION JOINT, SEE DETAIL 02/C201 KO TAPERED END CURB, SEE DETAIL 05/C201 EXISTING CURB SITE PLAN 1 0201 SCALE: 1" = 5'. LEGEND NEW ASPHALT PAVEMENT CONCRETE PAVEMENT - �• f�'f r; _. - EXISTING CONTOUR —�— PROPOSED CONTOUR 01 EXISTING TREE & SIZE —� SURFACE FLOW ARROW M.E. MATCH EXISTING ELEVATION 865.00 PROPOSED SPOT ELEVATION m i m m CONSTRUCTION LIMITS KIOSK 51- KEY S.i KEY PLAN SCALE: 1" = 100' % mIliltedure Engineering intai0m Umdempe Amhkoctu e Lnd sumying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 OCopyrigM 2001 Scope Drawings Th m dror i gs inaoote the gwmat scope of The propat in temq of wemock" 0 c ab d o�jorwor urd NaneMsa tlIie Type atrualurol, medanicot one eNatrW "iwft It* dr"rW do not noxa smiV :n600te at deserine d work repuirod for fd peAamance ane cangaion a the repuiwrnarte a tM Contract. On the boss a the yanerot eeape ih6C01ad or dswibed, the bob eorwroetorS IM furnish d 'deme requred for the prayer omutim one oanpiMion a the W& Revisions Date Drawn Checked 01/17/02 JJB GS z a 0 _I ? a a. NeCl) Z Q W 00� in Y OC Z 4111111111 0 ca w I-- Z Z � W be � W1� �— co) a < < 0 a Certification Sheet Number Prosect Number 21528 TEMPORARY SEEDING DATES: Immm WHEAT OR RYE OATS ANNUAL RYEGRASS IRRIGATEDNON-IRRIGATED* 1004, 1 E MM% %% % %%%MENOi 0 M 0 0 IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL� EROSION AT TIMES OTHER THAN IN THE SHADED SEEDINGUSE MULCH. LATE SUMMER DATES MAY BE EXTENDED 5 DAYS APPLIED.IF MULCH IS SEEDINGINCREASE • • TEMPORARYFIGURE 5-3 SEEDING: KIND OF / 1000 SO.FT. WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED TO DEEP SPRING •.TS 2.3 LBS. 3 BU. COVER SEED TO1"DEEP : 40 LBS. COVER1 TO DEEP *NOTNEC ESSARY WHERE MULCH IS APPLIED. SEEDING SCHEDULE NITS .m WORK THE FERTILIZER AND LIME INTO THE SOIL TO DEPTH OF W/BROOM FINISH. CONTROL DEPTH JTS. OR RAKE OPERATED ACROSS THE SLOPESASIMUCH AS POSSIBLE APPLIED ANTI SPALLING #4 SEEDING: 317.848.7800 GRANULAR •�, FIGURE 5 S2 DWH{LE CONS DERINGN BES�JSEEDING DA? THE ACRES SEE FIGURE 5-3, THIS SHEET). NOTE: CONTROL JTS. & Contract. FIGURE 5-2 PERMANENT SEED MIXTURE ABOVE ARE MAXIMUM. SEE ILII -III�I I I ILII I PLANS FOR ANY VARIATIONS ISI II-IIII=LI �III�I�III I I II� EITHER INDICATED OR IMPLIED. �0 CONC. CONCRETE WALK ff O=ff �Q �cj j� 63 SPECIES � ��\ ��\ �iJ\ o� 46v s� LEVEL AND SLOPING, OPEN AREAS 00 F- 1.TALL FESCUE 35 .8 5.5-8.3 2 1 2 2.TALL FESCUE 25 .6 5.5-8.3 1 RED CLOVER ** W @3 18" O.C. 3 BLUEGRASS CUE 15 5.5-7.5 2 1 CREEPINg RED .4 Certification STEEP BANKS AND CUTS C202 Prolect Number 21528 43ALL FESCUE 15 .4 5.8-7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 5.TALL FESCUE 35 8 5.5-8.3 2 1 EMERALD CROWNVETCH** 10 25 #4 LAWNS AND HIGH MAINTENANCE AREAS 6.KENTUCKY BLUEGRASS 40 .9 5.8-7.5 2 1 CREEPING RED FUSCUE 40 .9 7.PERENNIAL RYEGRASS 170 4.0 5.0-7.5 1 RED CLOVER ** &TALL FESCUE 170 4.0 5.5-8.3 2 1 2 ** INOCULATEWITHWTHDSPECIFIC INOCULANTSE ER TOOLED CONTROL JTS. 4" CONC. SLAB W/6X6 10/10 1/8" WIDE, MIN. 1" W.W.F. W/BROOM FINISH. CONTROL DEPTH JTS. @ 5'-0" O.C. MAX. & EXP. JTS. @ 20'-0" O.C. MAX. APPLIED ANTI SPALLING #4 COMPOUND 317.848.7800 GRANULAR •�, BACKFILL I -III t2' NOTE: CONTROL JTS. & Contract. EXPANSION JTS. • SPACING (MAX) MAY VARY. THE DIMENSIONS ABOVE ARE MAXIMUM. SEE ILII -III�I I I ILII I PLANS FOR ANY VARIATIONS ISI II-IIII=LI �III�I�III I I II� EITHER INDICATED OR IMPLIED. COMPACTED & WELL CONC. CONCRETE WALK DETAIL o1 NTS C2( l APPLIED ANTI- SPALLING COMPOUND TOOLED EDGE 1" RADIUS, TOOLED ROUND EDGE FIN. GRADE PVMT. W .I I I-1 I FEI I I -I I mi I I-1 111=11 �1= -4 -II -1IIII I III 9rffll_irl `I I CI IIIII ip .d 6" 6" CONC. CURB DETAIL NTS VDIA. BAR NTS 6" I.D. STANDARD WEIGHT STEEL PIPE FILL W/ CONC. & PAI NTED W/ 2 COATS ALIPHATIC POLYURETHANE COATING, (COLOR TO BE YELLOW). _ 1" WASH CONC. FOOTING RETAINING WALL MTS CSO 8" klaw70fe Umdm ape Archkeebire Land Surveying Corporate Office '- #4 @ 9" O.C. 317.848.7800 FAX 317.574.0957 •�, -11 ,1 I •�::: _.�°: I -III t2' The aa.:gs & net neosssarip lofleole « onenbs d .ak reopre0 t« rv. gnomrono. WA c"Wetion of tlr ngeismeMs of the Contract. w #3 @ 18" O.C. (MAX) Revisions e ~`,? COMPACTED & WELL CONC. Chocked 01/17/02 A DRAINED BACKFILL WALK�4 � s +'4,k (3) 2" DIA. Q 00 F- WEEP HOLES L3 �. �- Z e Zpw W @3 18" O.C. J OC Q�Q CO) Q U Certification Sheet Number C202 Prolect Number 21528 ` 12" (1) #4 (2 #4 RETAINING WALL MTS CSO ArdliMchn EngUieeling klaw70fe Umdm ape Archkeebire Land Surveying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 OC40roit 2001 Scope Drawings Thee *ftv s mdcd* the gmtd soon► of ft poject in tmM of WrMecterd the the a:1e.0% c�Pt. of mojor ordrtedud eMmaas ontl uw type of stnact" meahonio, and 4lint of "dwa The aa.:gs & net neosssarip lofleole « onenbs d .ak reopre0 t« rv. gnomrono. WA c"Wetion of tlr ngeismeMs of the Contract. On the hosb of the genera ae scope irdiaate0 « asserbe0 the trooontrodat i 0 furMh m home regireo for Vie paper execution w4 completion of the cork Revisions Data Drawn Chocked 01/17/02 A GS � �ZCoQ Q 00 F- Yet' W Z L3 �. �- Z e Zpw W LU - 2 J OC Q�Q CO) Q U Certification Sheet Number C202 Prolect Number 21528 X X I ry ! ! 1 ! J ? d Xr9 X (J i` 8) THU-T ---- - _ _ _ _ -. - _ - y__w _. —. .-_...-_ _. •. .-._ _..- _ . ___.. PLANTING NOTES: 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN 7. ALL LANDSCAPE PLANTINGS SHALL BE COMMON NAME AND THE PLANT UST, THE PLAN SHALL DICTATE GUARANTEED FOR A PERIOD OF ONE YEAR NOTES EVERGREEN SHRUBS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. 2. ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED 4 LAYER OF SHREDDED HARDWOOD BARK MULCH. MULCH DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT �pt•kN ea d tAetyps a •tn,eu.•t, meehon;oot. •� •techs�•t . SHALL -BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE REPLACED AT NO ADDITIONAL CHARGE On the Dosis of the 9enerd scope kxkded at deseraed, the trod• oagroot«•s shoe turoisn d items requied t« the proper ssseuron ono SHALL BE UNIFORM IN TEXTURE AND COLOR AND BY THE LANDSCAPE CONTRACTOR. SHALL BE OBTAINED FROM SAWMILL OR LUMBERING EARTH SAUCER UNCHANGED. OPERATION. NO UTILITY MULCH OR PROCESSED 8, PEATMOSS TO BE USED ON PROJECT SHALL BE =III-III=III-III=I '-111111LI11� II TREE TRIMMINGS WILL BE ALLOWED. DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY 3. AN APPROVED PRE -EMERGENT HERBICIDE SHALL DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS 01/16/02 BE APPLIED IN ALL PLANTING BEDS AT A RATE TO BE MILDLY ACIDIC IN CHARACTER AND SHALL SPECIFIED BY MANUFACTURER FOR EACH PLANT BE APPROVED BY LANDSCAPE ARCHITECT. SOIL BACKFILL TO BE 75% VARIETY. =1I = - - - TOPSOIL & 25% PEAT 9. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY 4. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION 111111111111i=i1ll ,lI1=1r ALLOWED. IF. PLANTS ARE. NOT. AVAILABLE; THE BY LANDSCAPE ARCHITECT. MAINTENANCE TO INCLUDE a� -0cLa CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT WATERING, WEEDING, CULTIVATING, MULCHING, MOWING, PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE AND ALL OTHER NECESSARY OPERATIONS REQUIRED TREE PROTECTION DETAIL INSPECTED AND TAGGED WITH PROJECT I.D. AT FOR PROPER ESTABLISHMENT OF PLANTINGS. NTS NURSERY OR CONTRACTORS OPERATIONS PRIOR WJE TO MOVING TO JOB SITE. PLANTS MAY BE d' INSPECTED AND APPROVED OR REJECTED ON THE 10. BACKFILL FOR SHRUB PLANTING SHALL BE 75% Q0 JOB .SITE BY LANDSCAPE ARCHITECT. APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. 5. ALL PLANTS SHALL MEET OR EXCEED AMERICAN TOP LAYER OF BACKFILL SHALL BE 1007. EXISTING Sheet Number STANDARDS FOR NURSERY STOCK, 1996 EDITION, TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE 21528 AS SET FORTH BY AMERICAN ASSOCIATION OF FERTILIZER SHALL BE INCORPORATED INTO BACK - NURSERYMEN. FILL AT APPROVED RATES. 6. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. LEGEND: N 1�LANDSCAPE PLAN T�11) Scar: t" = 5' Ili EXISTING TREE TO REMAIN L PROPOSED EVERGREEN TREE SEE DETAIL 02/C401 x TREE PROTECTION FENCE SEE DETAIL 01/C401 �-o KEY NOTES: 1Q PROPOSED EVERGREEN TREE SEE DETAIL 02/C401 Q2 TREE PROTECTION FENCE SEE DETAIL 01 /C401 DOUBLE Sl WIRE TWIST HOSE 6" F STAKES SUITABLE BANDING I PLANTING SCHEDULE KEY BOTANICAL NAME COMMON NAME QTY SIZE NOTES EVERGREEN SHRUBS THU-T THUJA OCCIDENTALIS 'TECHNY' MISSION ARBORVITAE 8 4 B & B, 24" O.C. EXISTING GRADES WITHIN �pt•kN ea d tAetyps a •tn,eu.•t, meehon;oot. •� •techs�•t . lb• ero.itgs do not nsosssoriy iM�ote « deseriD• d >a� e•pured t« td perlamarce one comprtion a the r•vu'ratrnts a ttw Controct. On the Dosis of the 9enerd scope kxkded at deseraed, the trod• oagroot«•s shoe turoisn d items requied t« the proper ssseuron ono DRIP LINE TO REMAIN PROTECTIVE FENCING SHALL BE SENTRY-SECURA SAFETY FENCING AS MANUFACTURED BY TENAX. PROTECTIVE FENCING TO BE 4' HIGH, HDPE WITH A DIAMOND SHAPED MESH. COLOR TO BE ORANGE. DRIP LINE DRIP LINE EXISTING TREE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 6' TALL FENCE POST 0 10'-0" O.C. TYP. �--3" LAYER OF SHREDDED d PLACE SOIL BALL SLIGHTLY HIGHER THAN HARDWOOD MULCH Land Surveying Corporate Office EXISTING GRADE, MOUND INSTALL FERTILIZER Indianapolis, Indiana 46240 317:848.7800 FAX 317.574.0957 SOIL OVER BALL TABLETS OR SPIKES EXISTING GRADES WITHIN �pt•kN ea d tAetyps a •tn,eu.•t, meehon;oot. •� •techs�•t . lb• ero.itgs do not nsosssoriy iM�ote « deseriD• d >a� e•pured t« td perlamarce one comprtion a the r•vu'ratrnts a ttw Controct. On the Dosis of the 9enerd scope kxkded at deseraed, the trod• oagroot«•s shoe turoisn d items requied t« the proper ssseuron ono DRIP LINE TO REMAIN Revisions FINAL GRADE EARTH SAUCER UNCHANGED. =III-III=III-III=I '-111111LI11� II I I=I I I- IIIJ�(, JI M N'. I 11=1 I M N"III11 I I -I NOTE: STAKE & GUY Drawn Checked 01/16/02 JJB TREES AS SHOWN IF Z SOIL BACKFILL TO BE 75% 12" SITE CONDITIONS DICTATE =1I = - - - TOPSOIL & 25% PEAT MAX. l,= III= - - (TAMPED) 111111111111i=i1ll ,lI1=1r REMOVE BINDING EXISTING SUBSOIL OR a� -0cLa COMPACTED BACKFILL TREE PLANTING DETAIL rO2 TREE PROTECTION DETAIL NTSC401 I.. z NTS DRIP LINE EXISTING TREE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 6' TALL FENCE POST 0 10'-0" O.C. TYP. CPO d Engineering Interiors ndmpe Archkwwm Land Surveying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317:848.7800 FAX 317.574.0957 OCopyrght `F`n.i Scope Drawings itbs• eio.:gs indiCOts the genera soup• a tn• pr•jlet in tams a oroNteetu•t dagn a to �pt•kN ea d tAetyps a •tn,eu.•t, meehon;oot. •� •techs�•t . lb• ero.itgs do not nsosssoriy iM�ote « deseriD• d >a� e•pured t« td perlamarce one comprtion a the r•vu'ratrnts a ttw Controct. On the Dosis of the 9enerd scope kxkded at deseraed, the trod• oagroot«•s shoe turoisn d items requied t« the proper ssseuron ono ampMlion a an .•Ac Revisions Date Drawn Checked 01/16/02 JJB GS Z Q (.5 —j aazow�z cl) W a� -0cLa U :0- a I.. z V 20W WJE d' ata Z Q0 Certification Sheet Number C401 Proiect Number 21528 KIOSK LIGHTING SOUTH ELEVATION SCALE: 11" 5' PICTURE TYPE i NO. O LAMP TYPE VOLTS MOUNTING DESCRIPTION I 1 Indianapolis, Indiana 46240 LITHONIA GOTHAM #AHZ 70 M 7AR 1 70W M.H. - RECESS CEILING 7 INCH OPEN REFLECTOR DOWNLIGHT WITH SPECULAR The drawings do not netessurdy indicate or descrit'e oil work required for full p.rformane.e and compl.tion of ,he r.quiri•menis of the 11 On 1he Dosis of the general stupe indicoted or described, the trade c,ntroclor's shall furnish all items required for the proper ececutwn and complet;on of the work. ED -17 I I i CLEAR ALZAK REFLECTOR. FIXTURE TO HAVE INTEGRAL I I I1 I i if i Date Drawn Checked I :`�� ;14 SBC ; JWG I I BALLAST. UL DAMP LOCATION LISTED. a `t LITHONIA #TWAC 70M WALL PACK STYLE FIXTURE WITH DICAST ALUMINUM z i- Cl) 1 70W M.H. - SURFACE WALL BACK AND INTERNALLY PAINTED, MOLDED POLYCARBONATE V o�sect.«osfut�Trcanp � .J Z J ED -17 W W 1... 2 FRONT. COLOR TO BE MEDIUM BRONZE. 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I'' i 18,2 9.6 1,7 0.1 ; 0.1 0.5 + 5.8 16.1 24.128.4 38.2 37.331.3 38.3 37.331.3 38.3 36.825.5 22.2 13.2 2.9 0.2 �' 'I 'c'&W '85.7 2' t 2l � F 2.4 0.1 0.4 4.E = 3.f :2-•°"23.4 29.1 27.9 25.7 29.2 . 21:'l'�r'< 6.2 10,8 2.0 ' 7.1 11.2 14.5 17.2 16.2 15.4 17.3 16.3 15.4 17,2 16.1 13.4 10.2 5.1 0.9 0.1 0.1 3 .0 4.0 5.0 5.4 5.3 5.1 5.4 5.3 5.1 5.4 5.2 4.8 3.4 1.3 0.2 0. 0.6 0.8� 0.6 0.7 0.8 0.6 0.7 0.8 0.6 0.7 0.7 0,1 0.1 tr?ir. %y trf IIfi;AU SOR 0.1 0.1 4,1 Q;3,.;` x1 ,;:i0.l;:;f;; ,-0 1,x; }: _; t 0 ; 0.1 0.1 0.1 OPEN REFLECTOR DOWNLIGHT ;: t. TYPE 'A' (TYP.) KIOSK LIGHTING SOUTH ELEVATION SCALE: 11" 5' FOOT CANDLE -LEVEL ON GROUND -� i L '+ \ ,t `t \ 'l SITE LIGHTING PLAN SCALE: 1 " = 5' LIGHT FIXTURE SCHEDULE. PICTURE TYPE MANUFACTURER NO. O LAMP TYPE VOLTS MOUNTING DESCRIPTION Suite 200 Indianapolis, Indiana 46240 LITHONIA GOTHAM #AHZ 70 M 7AR 1 70W M.H. - RECESS CEILING 7 INCH OPEN REFLECTOR DOWNLIGHT WITH SPECULAR The drawings do not netessurdy indicate or descrit'e oil work required for full p.rformane.e and compl.tion of ,he r.quiri•menis of the 11 On 1he Dosis of the general stupe indicoted or described, the trade c,ntroclor's shall furnish all items required for the proper ececutwn and complet;on of the work. ED -17 I I i CLEAR ALZAK REFLECTOR. FIXTURE TO HAVE INTEGRAL I I I1 I i Date Drawn Checked I :`�� ;14 SBC ; JWG I I BALLAST. UL DAMP LOCATION LISTED. a `t LITHONIA #TWAC 70M WALL PACK STYLE FIXTURE WITH DICAST ALUMINUM z i- Cl) 1 70W M.H. - SURFACE WALL BACK AND INTERNALLY PAINTED, MOLDED POLYCARBONATE V o�sect.«osfut�Trcanp � .J Z J ED -17 W W 1... 2 FRONT. COLOR TO BE MEDIUM BRONZE. FIXTURE TO J oc U) 0 HAVE INTERNAL BALLAST_ UL WET LOCATION LISTED. 0 FOOT CANDLE -LEVEL ON GROUND -� i L '+ \ ,t `t \ 'l SITE LIGHTING PLAN SCALE: 1 " = 5' LIGHT FIXTURE SCHEDULE. PICTURE TYPE MANUFACTURER NO. O LAMP TYPE VOLTS MOUNTING DESCRIPTION Suite 200 Indianapolis, Indiana 46240 LITHONIA GOTHAM #AHZ 70 M 7AR 1 70W M.H. - RECESS CEILING 7 INCH OPEN REFLECTOR DOWNLIGHT WITH SPECULAR The drawings do not netessurdy indicate or descrit'e oil work required for full p.rformane.e and compl.tion of ,he r.quiri•menis of the 11 On 1he Dosis of the general stupe indicoted or described, the trade c,ntroclor's shall furnish all items required for the proper ececutwn and complet;on of the work. ED -17 I I i CLEAR ALZAK REFLECTOR. FIXTURE TO HAVE INTEGRAL I I I1 I i Date Drawn Checked I :`�� ;14 SBC ; JWG I I BALLAST. UL DAMP LOCATION LISTED. a 'B' LITHONIA #TWAC 70M WALL PACK STYLE FIXTURE WITH DICAST ALUMINUM z i- Cl) 1 70W M.H. - SURFACE WALL BACK AND INTERNALLY PAINTED, MOLDED POLYCARBONATE V o�sect.«osfut�Trcanp � .J Z J ED -17 W W 1... 2 FRONT. COLOR TO BE MEDIUM BRONZE. FIXTURE TO J oc U) 0 HAVE INTERNAL BALLAST_ UL WET LOCATION LISTED. W J ? Architecture KIOSK •'M �w PLAN SCALE: 1" = 100' 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Wopyright 2001 Scope Drawings Theso drawings inurcote the general %ops of the, project in terms of archirecturol design concept, the dimensions of the building, the tom.`/,:. The drawings do not netessurdy indicate or descrit'e oil work required for full p.rformane.e and compl.tion of ,he r.quiri•menis of the 11 On 1he Dosis of the general stupe indicoted or described, the trade c,ntroclor's shall furnish all items required for the proper ececutwn and complet;on of the work. Revisions I I i I I I1 I i Date Drawn Checked I :`�� ;14 SBC ; JWG I I z a J 1' Architecture Engineering KEY PLAN SCALE: 1" = 100' CSO Architecture Engineering Interiors Landscape Architecture Land Surveying Corporate Office 280 East 96th Street Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Wopyright 2001 Scope Drawings Theso drawings inurcote the general %ops of the, project in terms of archirecturol design concept, the dimensions of the building, the mnjor architectural elements and the type of ;trudural. mechan,cal, and eloctrieol systems. The drawings do not netessurdy indicate or descrit'e oil work required for full p.rformane.e and compl.tion of ,he r.quiri•menis of the cbntroct. On 1he Dosis of the general stupe indicoted or described, the trade c,ntroclor's shall furnish all items required for the proper ececutwn and complet;on of the work. Revisions I I i I I I1 I i Date Drawn Checked I 01/18/02 SBC ; JWG I I z a J Z z i- Cl) _ _a 00 �`��Z V _ � .J Z J -pW W W 1... 2 J oc U) 0 0 Certification Sheet Number E101 Prosect Number 21528