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WINDOWWPWINDOW16TYP7SIMPRV12R512Bs SheetF20069-J20064293724'-8"TYP3221 BASE WORK P12GRVEXPANSION JOINT15TYP221R5131/8" : YP331/4":12"TAPERRDTYP1R5131/8" : IM282372212EEJ4R512321/8" : 26'-6"14REMOVE ALL EXG PLUMBING VENT (PV) FLG. EXTEND PIPE UTILIZINGINTERNAL COUPLING TO ACCOMMODATE NEW 12" MINIMUM FLG HEIGHT.PROVIDE NEW FLEXIBLE SHEET ROOFING FLG, AREA 14 , 15 , 17 , 18A , 18B AND 19 - SEE DETAIL 2/R51515RESET ALL EXG ROOF DRAINS (RD), CLAMPING RINGS AND STRAINERS INNEW FLEXIBLE SHEET ROOFING FLG. REMOVE AND REPLACE ANY MISSINGAND/OR BROKEN COMPONENTS WITH NEW CAST IRON COMPONENTS,REPLACE ALL PLASTIC STRAINERS WITH NEW CAST IRON STRAINERS, AREA 14 , 15 , 16 , 17 , 18A , 18B , 19 , 20 , 21 , AND 22 - SEEDETAIL ER20101/8" : REMOVE FOUR (4) COURSES OF EXISTING BRICK, MORE AS NEEDED, TO BESALVAGED AND REINSTALLED AND/OR REPLACED WITH NEW BRICK (TOMATCH EXISTING) TO ACCOMMODATE INSTALLATION OF NEW POLYMERFABRIC COATED STAINLESS STEEL THRU-WALL FLASHING AND NEW 24 GASTAINLESS STEEL THRU-WALL RECIEVER. PROVIDE NEW TERMINATION BAR,FLEXIBLE FLASHING, SEALANT AND WEEP VENTS AT 16" C/C MAX, AREAS 14 , 15 , 16 , 17 , 19 , 20 , 21 , 22 , AND 23 - SEE DETAILS7/R512, 1/R513, 2/R513, 5/R512, 9/R513 AND 7/R514REMOVE EXISTING CONCRETE WALKWAY PADS FROM ROOF, AREA 18B EEJEEJDSTYP4'-0"TYP22179TYP1/8" : 12”TAPER1/8" : 12”TAPERFASCIA6'-0"TYP1028EEJ2'-0"1/8" : 12”TAPERSIM9RD12'-0"SIM1R51323 BASE WORK COLUMN320 BASE WORK R-5REMOVE EXISTING EQUIPMENT RAIL (EQUIP RAIL) AND ANCILLARYFLASHINGS. PROVIDE NEW 18 GA STEEL EQUIPMENT RAILS FABRICATED TOMAINTAIN 12" MINIMUM FLASHING HEIGHT. PROVIDE NEW EQUIPMENT RAILCAP FASTENED WITH GASKETED FASTENERS 12" C/C MAX. PROPERLY SHUTDOWN ROOF TOP UNITS AND RECLAIM ALL REFRIGERANT FOR ASREQUIRED. REMOVE EQUIPMENT AS NECESSARY TO ACCOMMODATEINSTALLATION OF NEW EQUIPMENT RAILS. EXTEND ALL DUCTWORK ANDELECTRICAL LINE TO ACCOMMODATE EQUIPMENT AT NEW HEIGHT.RECHARGE REFRIGERANT. UTILIZE LICENSED CONTRACTORS FOR ALLMECHANICAL, ELECTRICAL, AND PLUMBING WORK. HAVE EQUIPMENTTESTED FOR OPERABILITY BEFORE AND AFTER INSTALLATION OF NEWEQUIPMENT RAILS, AREA 17 - SEE DETAIL 8/R51513RAISE ALL EXG POWER ROOF VENTILATOR (PRV), GRAVITY ROOFVENTILATOR (GRV), EXHAUST FANS (EXH), AND OTHER ROOF TOPEQUIPMENT TO ACCOMMODATE NEW 12" MINIMUM BASE FLG HEIGHT.EXTEND ELECTRICAL WIRING AND DUCTWORK TO ACCOMMODATE NEW FLGHEIGHT. PROVIDE NEW GI COUNTER FLG-MECHANICALLY ATTACHED TOEQUIPMENT HOOD FLANGE AT 12" C/C MAXIMUM AREA 14 , 15 , 16 , 17 , 18A , 18B , 19 , AND 21 - SEE DETAIL 3/R515, 4/R515, AND 6/R51517EXISTING SPEAKERS AND ELECTRICAL WIRING TO REMAIN. REMOVE,SALVAGE AND REINSTALL SPEAKERS AGAINST VENEER BRICK WITH NEWMETAL BRACKET ABOVE AND AWAY FROM ROOFING. EXISTING WIRING TOREMAIN - PROTECT WIRING FROM DAMAGE DURING CONSTRUCTION ANDALLOW TO LAY ON ROOF AFTER ROOFING IS COMPLETE, AREA 22 18EXISTING LADDER TO REMAIN. REMOVE, CLEAN, PRIME, PAINT, ANDREMOUNT LADDER INTO WALL WITH NEW EXPANSION BOLTS. PROTECTADJACENT WALLS FROM PAINT AREAS 17 22 BASE WORK R-519EXISTING ANTENNA TO REMAIN - PROTECT ANTENNA FROM DAMAGEDURING CONSTRUCTION AND ALLOW TO LAY ON ROOF AFTER ROOFING ISCOMPLETE. PLACE ANTENNA OVER (4) NEW INTERLOCKING RUBBERWALKWAY PADS, AREA 22 20REMOVE, SALVAGE AND REINSTALL EXISTING VINYL SIGN (VS) ONE COURSEOF BRICK LOWER ( /- 2") TO ACCOMMODATE INSTALLATION OF NEW FASCIASYSTEM ABOVE. REMOVE AND REPLACE FASTENERS WITH NEW EXPANSIONANCHORS INTO BRICK VENEER, AREA 22 - SEE PHOTO V8'-0"3318B BASE WORK R-5128'-3"29TYP1/8" : 12”TAPER1/4":12"TAPER12GRVGRVREMOVE EXG RADIUS FASCIA AND EXTENDER, PROVIDE NEW PREFINISHEDGI RADIUS FASCIA AND PREFINISHED GI FASCIA EXTENDER, AREAS 19 , 21 , 22 AND 23 - SEE DETAIL 1/R512, 4/R512, 5/R513, AND 1/R5151/8" : 12”TAPER281/8" : 12”TAPERTYP7R512COLUMNGRV1033TYP1/8" : 12”TAPERTYP15RDTYP81/TA 4":1PE 2"REXPANSIONJOINTCOLUMNCOLUMN1/4" : 12”S.I.S16RDREMOVE EXG SCUPPER SYSTEM, CONDUCTOR HEAD AND DOWNSPOUT.PROVIDE NEW CONTINUOUS 24 GA PREFINISHED GI GUTTER . PROVIDE NEW22 GA STRAPS AND 2" WIDE X 3/16" THICK GUTTER BRACKETS EACH SPACED36" C/C MAX OFFSET 18" FROM EACH OTHER ALONG FULL LENGTH OFGUTTER. PROVIDE NEW 24 GA PREFINISHED GI DOWNSPOUT WITH NEWCONCRETE SPLASHBLOCK (SB). PROVIDE DOWNSPOUT STRAPS AT TOP,MIDDLE, AND BOTTOM OF DOWNSPOUT (DS), AREA 23 - SEE DETAIL 7/R513SIMRIDGETYP6R5141/8" : 12”TAPERPVRDPV9128'-6"1/4" : 12”S.I.SREMOVE EXG EXPANSION JOINT (EXPJT) COVER / CURB CAP AND FLASHING,PROVIDE NEW WOOD BLOCKING, NEW FLEXIBLE JOINT AND COMPRESSIONROD (NOTE - EXPANSION JOINT CONDITIONS ARE ROOF TO WALL AND ROOFTO ROOF TRANSITIONS), AREAS 15 , 16 , 17 , 19 , 20 , AND 21 - SEEDETAILS 3/R512, 5/R512, 7/R512, 3/R513, 4/R513, 8/R513, 9/R513, & 2/R514GRDTYP8N.I.CHANOVER1615TYP1/4" : 12”S.I.SREMOVE EXG METAL FASCIA AND EXTENDER, PROVIDE NEW PREFINISHEDGI FASCIA AND PREFINISHED GI EXTENDER AREA 14 , 15 , 16 , 17 , 18A , AND 18B - SEE DETAIL 2/R512, 6/R512, 6/R513, 10/R513, 3/R514, AND4/R51411:12"1/4" ERTAP1/4" : YPTYP3R513GRV20'-0"1/2":12"TAPERREMOVE EXG ABANDONED (ABD) CURBS. INFILL DECK WITH NEW METALDECK MECHANICALLY ATTACHED TO MATCH EXISTING DECK, AREAS 15 ,AND 17 NEJ(VS)SIGNVINYL2R514EEJREMOVE /- 600 DETERIORATED OR CRACKED BRICK AND REPLACE WITHNEW TO MATCH EXISTING SIZE, TEXTURE AND COLOR. PACK NEW MORTARIN TIGHT THIN LAYERS (MAXIMUM 1.4" LIFTS) UNTIL JOINT IS FULL AND FLUSHWITH BRICK - TOOL JOINTS TO MATCH ORIGINAL PROFILE. THEINSTALLATION OF THE BRICK IS INTEGRAL TO THE REPLACEMENT OF WOODBLOCKING AND FASCIA ON THE GYMNASIUM ROOF, AREAS 16 , 17 , 18A , 18B , 19 - SEE DETAILS 9/R515 AND 11/R515 - SEE PHOTO 2/R516,3/R516, 7/R516 AND 8/R5166361/4":12"TAPEREXPANSION "729COLUMN24GRVEEJFASCIA19 BASE WORK R-5TYPTYPNEJ1/8" : 12”TAPERSIMN.I.CFASCIA1/4" : 12”S.I.S16TYPTYP71R5131/4" : 12”S.I.S6'-0"TYPTYP100'-8"AREA "TAPERRD12824COLUMN1/4" : 12”S.I.S121/8" : 3"15151/4" : 233325TYP724TYPGRVBURTYPREMOVE (EXG) ETHYLENE PROPYLENE DIENE MONOMER (EPDM) AND BUILTUP ROOF (BUR) ROOFING, INSULATION, FLASHINGS (FLG), CANTS ANDSTRIPPINGS, INSPECT EXISTING METAL DECK FOR DAMAGE ORDETERIORATION AND REPORT CONDITIONS TO ROOF CONSULTANT, AREAS 17 RDGRV1/8" : '-0"1/8" : 12”TAPEREXPANSION JOINTCOLUMN14'-0"1/2":12"TAPER4NEJ1/8" : MNCOLUMN16TYP7141/8" : 12”TAPERRD2RIDGETYP33TYPGRVCOLUMNSEE ROOF PLAN 2/R111 FOR MORE DETAILSPVREMOVE EXISTING (EXG) ETHYLENE PROPYLENE DIENE MONOMER (EPDM)AND BUILT UP ROOF (BUR) ROOFING, INSULATION, FLASHINGS (FLG), CANTSAND STRIPPINGS, INSPECT EXISTING CEMENTITIOUS WOOD FIBER DECKFOR DAMAGE OR DETERIORATION AND REPORT CONDITIONS TO ROOFCONSULTANT, AREA 18A AND 18B SIM1/4" : 12”S.I.S1428GRV6141/4" : 12”S.I.S1/8" : 12”TAPER1/4":12"TYP TAPER2TYPR5131/8" : 12”TAPER375R51215SH1/8" : 12”TAPERBUR16ABDTYP85R516FASCIA1/8" : 12”TAPERBs Sheet7R512NRD3236'-0"322'-0"3REMOVE (EXG) ETHYLENE PROPYLENE DIENE MONOMER (EPDM) AND BUILTUP ROOF (BUR) ROOFING, INSULATION, ALL-WEATHER CRETE, FLASHING(FLG), CANTS AND STRIPPINGS, INSPECT EXISTING METAL FORM DECK FORDAMAGE OR DETERIORATION AND REPORT CONDITIONS TO ROOFCONSULTANT, AREAS 14 , 15 , 16 , 19 , 20 , 21 , 22 , AND 23 065SIMSIM26'-0"SIMTYP10'-0"2516EXPANSION JOINT314R514RIDGE1/4" : 12”S.I.S24EXPANSION JOINTCOLUMN1/4" : 12”S.I.SNEJ1/4" : 12”S.I.S1/4" : 12”S.I.S3R514261R51314 BASE WORK 8R5131/4":12"TAPERTYP7R512RDCOLUMN18A BASE WORK R-53R5142118COLUMN78LADDEREXPANSION 1/8" : 6R516TYP8226COLUMN21128'-9"10'-0"EXPANSION JOINT1 /16"S.I : 12”.S2”:16"1/1 S.I.S3R512TYP6R513RD5TYPTYP1/4":12"TAPER1 /1332R516N.I.CN.I.CFASCIA1/4":12"TAPERRTU1/8" : 12”TAPER6"S.I : 12”.S2”:16"1/1 512SIMTYPFASCIA8R5161BASE15 WORK R-5SIM71/8" : 12”TAPER32EQUIPRAILRTUFASCIA371/16" : 12”S.I.SRIDGE1/16" : 12”S.I.S271146R51316 BASE WORK R-517 BASE WORK RV104'-3"TYP16NO WORK AND OR MATERIALS TO BE STORED/PERFORMED IN THIS 121EXISTING EXPOSED STEEL COLUMN TO REMAIN. GRIND/SCRAPE OUTMORTAR/SEALANT AT VERTICAL JOINT ON BOTH SIDES OF COLUMN THATRUNS THE ENTIRE LENGTH FROM ROOF TO ADJACENT FASCIA ABOVE ATGYMNASIUM ROOF - PROVIDE NEW BACKER ROD AND TOOLED URETHANESEALANT ( /- 500 LF) - PROVIDE NEW CUSTOM FABRICATED STAINLESSSTEEL COLUMN FLASHING THAT TERMINATES AT NEW THRU WALLFLASHING, AREAS 16 , 17 , 19 - SEE DETAILS 5/R512 AND 4/R51322SAW CUT/GRIND OUT ALL EXISTING MORTAR FROM ENTIRENESS OF BRICKAT ALL IDENTIFIED EXISTING MASONRY EXPANSION JOINTS (EEJ)(APPROXIMATELY 200') AS REQUIRED TO PROVIDE MINIMUM 1/2" WIDEUNIFORM GAP ALONG ENTIRE JOINT. WIRE BRUSH, SCRAPE, CLEAN, AND/ORGRIND OUT ALL EXISTING DELETERIOUS MATERIALS FROM ALL SURFACESOF ALL MASONRY EXPANSION JOINTS. PRIME JOINT AS REQUIRED BYMANUFACTURER AND PROVIDE NEW BACKER ROD AND TOOLED URETHANESEALANT, AREAS 14 , 16 , 19 , 21 , 22 , AND 23 - SEE DETAIL 5/R515- SEE PHOTOS 3/R51623ASSUME /- 100 SQUARE FEET OF METAL ROOF DECK SHALL BE REPLACEDBECAUSE IT IS DETERIORATED OR DAMAGED. REPLACE DECKING WITH NEWMETAL DECKING TO MATCH EXISTING GAUGE THICKNESS, DECK DEPTH(MATCH SYSTEM DECK) WHERE DECK REPLACEMENT OCCURS, NEWDECKING SHALL SPAN MINIMUM 3 JOISTS - COMPLY WITH SDI DESIGNMANUAL. CONTRACTOR SHALL WORK WITH ROOF CONSULTANT TOIDENTIFY ALL DECK REPLACEMENT TO KEEP PROPER COUNT - KEEPPHOTOGRAPHIC EVIDENCE AND MARK ON RECORD DRAWINGS, AREA 14 24GRIND OUT/ CHISEL EXISTING MORTAR/SEALANT 3/4" DEEP (DEEPER ASREQUIRED FOR COMPLETE REMOVAL OF DETERIORATED MORTAR ANDCAULKING. CLEAN ALL DUST, DEBRIS AND DELETERIOUS MATERIALS FROMJOINTS AND REPOINT. PROTECT EDGES OF BRICK DURING REMOVAL OFEXISTING MORTAR. ENLARGE ANY VOIDS OR HOLES AND COMPLETELY FILLWITH MORTAR EXCEPT FOR WEEP HOLES. PACK NEW MORTAR IN 1/4" LIFTS.REMOVAL /- 122 CRACKED BRICK AND REPLACE WITH NEW TO MATCHEXISTING, AREAS 15 , 16 , 17 , AND 19 - SEE DETAILS 9/R515 AND11/R515 - SEE PHOTOS 4/R516, 5/R516, AND 6/R51625PROVIDE NEW MECHANICALLY ATTACHED BASE SHEET, NEW (2) LAYERS OF2" ADHESIVELY ADHERED FLATSTOCK RIGID INSULATION (R 21.64) ANDNEW ADHESIVELY ADHERED FLEXIBLE SHEET ROOFING (IEA-FSR), AREA 18A AND 18B - SEE DETAIL 10/R51526PROVIDE NEW MECHANICALLY ATTACHED 1/2” DENS DECK BOARD, NEWSELF ADHERING VAPOR RETARDER UNDERLAYMENT, NEW ADHESIVELYADHERED 1/8”:12” TAPERED RIGID INSULATION FOR AREA 15 (STARTTHICKNESS 3.5”)(AVG R 28.14), FOR AREA 16 (START THICKNESS 3”)(AVGR 30.63)(CONTRACTOR SHALL INSTALL MINIMUM (2) LAYERS OFINSULATION WITH PROPER 12” OVERLAP/OFFSET IN ALL DIRECTIONS.PROVIDE MINIMUM BASE LAYER OF 1” FLAT STOCK BELOW TAPEREDINSULATION WHILE MAINTAINING MINIMUM START THICKNESS). PROVIDENEW ADHESIVELY ADHERED FLEXIBLE SHEET ROOFING (IEA-FSR), AREAS 15 , AND 16 - SEE DETAIL 10/R51527PROVIDE NEW 1/2" DENS DECK BOARD MECHANICALLY ATTACHED, NEWSELF ADHERING VAPOR RETARDER UNDERLAYMENT (2) LAYERS OF 2.5"ADHESIVELY ADHERED FLATSTOCK RIGID INSULATION (R 28.8) AND NEWADHESIVELY ADHERED FLEXIBLE SHEET ROOFING (IEA-FSR), AREA 17 SEE DETAIL 10/R51528PROVIDE NEW MECHANICALLY ATTACHED 1/8":12" TAPERED RIGIDINSULATION FOR AREA 21 (START THICKNESS 1.5")(AVG R 20.11), FORAREA 19 (START THICKNESS 2")(AVG R 20.00), FOR AREAS 14 AND 22 (START THICKNESS 2.5")(AVG R 21.99), FOR AREA 20 (START THICKNESS3.5")(AVG R 21.80), FOR AREA 23 (START THICKNESS 4")(AVG R 33.47)(CONTRACTOR SHALL INSTALL MINIMUM (2) LAYERS OF INSULATIONWITH PROPER 12" OVERLAP/OFFSET IN ALL DIRECTIONS. PROVIDE MINIMUMBASE LAYER OF 1" FLAT STOCK BELOW TAPERED INSULATION WHILEMAINTAINING MINIMUM START THICKNESS). PROVIDE NEW ADHESIVELYADHERED FLEXIBLE SHEET ROOFING (IEA-FSR), AREAS 14 , 19 , 20 , 21 , 22 , AND 23 - SEE DETAIL 10/R51529PROVIDE NEW 1/2":12" TAPERED INSULATION SADDLES WITH 6" TAPEREDEDGE STRIP, AREAS 18A AND 18B 30PROVIDE NEW WOOD BLOCKING, NEW FLEXIBLE EXPANSION JOINT ANDCOMPRESSION ROD AREA 18A AND 18B - SEE DETAIL 2/R51431PROVIDE (4) NEW 24" X 24" X 2' INTERLOCKING WALKWAY PADS (WP) ASINDICATED ON ROOF PLAN, AREA 17 , AND 18A 32PROVIDE NEW FLEXIBLE SHEET ROOFING (FSR) FLASHINGS ANDSTRIPPINGS, AREAS 14 , 15 , 16 , 17 , 18A , 18B , 19 , 20 , 21 , 22 AND 23 33PROVIDE NEW 1/4":12" TAPERED INSULATION SADDLES WITH 6" TAPEREDEDGE STRIP, AREAS 14 , 15 , 16 , 19 , 20 , 21 , AND 22 34PROVIDE NEW WOOD AREA SEPERATION CURB AND NEW PREFINISHED GIMETAL CAP FLG MECHANICALLY FASTENED WITH GASKETED FASTENER 12"C/C MAX, AREAS 21 AND 22 - SEE DETAIL 1/R51435ALL SMOKE HATCHES (SH) TO REMAIN. HATCH IS LIKELY SPRING LOADED LEAVE AT SAME HEIGHT AND DO NOT DISTURB. PROVIDE NEW FSR BASEFLASHING AND NEW PREFINISHED GI COUNTER FLASHING, AREA 14 - SEEDETAIL 5/R51436SAW CUT/GRIND OUT ALL EXISTING MORTAR FROM ENTIRE THICKNESS OFBRICK AT ALL IDENTIFIED NEW MASONRY EXPANSION JOINTS (NEJ)(APPROXIMATELY 200'). SAW CUT BRICK THROUGH ENTIRE THICKNESS OFBRICK AT MASONRY EXPANSION JOINTS AS REQUIRED TO PROVIDEMINIMUM 1/2" WIDE UNIFORM GAP ALONG ENTIRE JOINT. WIRE BRUSH,SCRAPE, CLEAN AND/OR GRIND OUT ALL EXISTING DELETERIOUSMATERIALS FROM ALL SURFACES OF ALL MASONRY EXPANSION JOINTS.PRIME JOINT AS REQUIRED BY MANUFACTURER AND PROVIDE NEW BACKERROD AND TOOLED URETHANE SEALANT, AREAS 14 , 15 AND 17 - SEEDETAILS 5/R51537PROVIDE NEW (2) YEAR CONTRACTOR'S WARRANTY AND (20) YEARMANUFACTURER'S WARRANTY, AREAS 14 , 15 , 16 , 17 , 18A , 18B , 19 , 20 , 21 , 22 , AND 23 9TH AVENUE, GERRY STREETGARY, INDIANA 464062 SIMTYPR5121410R513100'-8"22'-1"WINDOW41'-1"1/8" : 12”TAPER7LADDERFASCIA6122'-1"SEE ROOF PLAN 2/R111 FOR MORE DETAILSWINDOWN.I.C1Plan Work Description Notes Base Work R511ROOF REPLACEMENT 2022 - PHASE 2N.I.CPlan Work Description Notes Base Work R511141'-9"GARY COMMUNITY SCHOOL CORPORATION43'-4"ROOFING AND RELATED WORK FOR:185'-0"3R514GRV14'-0"1/2":12"TAPER4R5141/4" : 12”S.I.S141/4" : LUMNFASCIACOLUMNCOLUMNVAPOR BARRIER:INSULATION:MEMBRANE:COLUMN5-NORTHF20069 ROOF REPLACEMENT 2022 PHASE 29/17/2021 3:17:15 PMC:\Users\jsitton\Documents\West Side Roof JDSitton.rvtSD/DD/CD1 1/2" METAL DECKGRVSIMSIMDECK:1/4" : 12”S.I.S1/4" : 12”S.I.S3R51417RDABANDONED WALKWAY PADSENTRANCE51/4" : 12”S.I.S1/4" : 12”S.I.SGRVTYP4185'-7"Roof Plan1/16" 1'-0"CONTRACTOR IS RESPONSIBLE FOR VERIFYINGALL DETAILS AND DIMENSIONS THAT AFFECTTHIS WORKGENERAL NOTES1. CONTRACTOR AND/OR SUBCONTRACTORS SHALL NOT STAGE AND/OR STORE MATERIALS ON EXISTINGROOF SYSTEMS THAT ARE NOT PART OF THIS WORK, AS NOTED ON ROOF PLANS. IF APPROVED BYOWNER/ARCHITECT TO STORE MATERIALS OR TRAFFIC OVER N.I.C. ROOF AREAS, PROVIDE PROTECTIONBOARD (1/2" PLYWOOD OVER 2" XPS).2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL NOT TRAFFIC ACROSS ROOF SYSTEMS THAT ARE NOTPART OF THIS WORK, AS NOTED ON ROOF PLANS.3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND DETAILS THAT AFFECT THIS WORK.4. CONTRACTOR STAGING AREA SHALL BE KEPT CLEAN AND ORGANIZED. PROVIDE CHAIN LINKCONSTRUCTION FENCING AROUND STAGING AREA(S) TO PREVENT PEDESTRIAN TRAFFIC.5. PROVIDE PROTECTIVE BARRIER BENEATH ANY ROOFING VEHICLES OR EQUIPMENT TO PREVENTDAMAGING AND/OR STAINING OF EXISTING ASPHALT OR CONCRETE WALK WAYS.6. CONTRACTOR SHALL DOCUMENT (PHOTOGRAPH AND MARK ON SITE PLAN) EXISTING DEFECTS AND/ORDAMAGE TO EXISTING WALK WAYS PRIOR TO COMMENCEMENT OF WORK. A COPY OF EXISTINGCONDITIONS DOCUMENTATION SHALL BE PROVIDED TO ROOF CONSULTANT FOR RECORDS.ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THEPROPERTY OF MARTIN RILEY, INC., AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON, AND INCONNECTION WITH THE SPECIFIED PROJECT. NONE OF THE IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BEUSED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THEWRITTEN PERMISSION OF MARTIN RILEY, INC. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALEDIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THISOFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILSMUST BE SUBMITTED TO THIS OFFICE FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATIONGIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH FABRICATION.1415161920212223DECK:1 1/4" METAL FORM DECKNONEVAPOR BARRIER:NONE3" MECHANICALLY ATTACHEDPOLYISOCYANURATE INSULATION OVER4 PLY BUILT UP ROOFING (BUR)ASBESTOS FELT ASPHALT ADHEREDOVER 2" PERLITE INSULATIONMECHANICALLY ATTACHED OVER BASESHEETINSULATION:2" MECHANICALLY ATTACHEDPOLYISOCYANURATE INSULATIONOVER 4 PLY BUILT UP ROOFING (BUR)ASBESTOS FELT ASPHALT ADHEREDOVER 1/2" PERLITE INSULATIONASPHALT ADHERED TO TAPEREDLIGHTWEIGHT INSULATING CONCRETEETHYLENE PROPYLENE DIENE MONOMER(EPDM)MEMBRANE:ETHYLENE PROPYLENE DIENEMONOMER (EPDM)SURFACE:RUBBER TIRESSURFACE:NONEFLASHING:EPDMFLASHING:EPDMDECK:1 1/4" METAL DECKVAPOR BARRIER:NONEINSULATION:3" MECHANICALLY ATTACHEDPOLYISOCYANURATE INSULATIONOVER 4 PLY BUILT UP ROOFING(BUR) ASBESTOS FELT ASPHALTADHERED OVER 2" PERLITEINSULATION ASPHALT ADHERED TOTAPERED LIGHTWEIGHT INSULATINGCONCRETE18AMEMBRANE:ETHYLENE PROPYLENE DIENEMONOMER (EPDM)SURFACE:RUBBER TIRESFLASHING:18BROOF PRESSURESSchool Hours:7:00 am - 5:00 pm-37.44 POUNDS PER SQUARE FOOTSpring Break:April 2 - April 9, 2021ROOF PERIMETER-62.82 POUNDS PER SQUARE FOOTSummer Vacation:ROOF CORNERS-94.54 POUNDS PER SQUARE FOOTVAPOR BARRIER:NONEVERTICAL PERIMETER PRESSURE-76.51 POUNDS PER SQUARE FOOTINSULATION:1 1/4" POLYISOCYANURATEINSULATION ASPHALT ADHERED OVERBUILT UP ROOFING (BUR) ASBESTOSFELT ASPHALT ADHERED OVER 1"PERLITE INSULATIONVERTICAL CORNER PRESSURE-115.22 POUNDS PER SQUARE FOOTHORIZONTAL PERIMETER PRESSURE-44.17 POUNDS PER SQUARE FOOTHORIZONTAL CORNER PRESSURE-55.10 POUNDS PER SQUARE FOOTBALLASTED RIVER ROCKFLASHING:EPDMExisting ConditionsN.T.S.GRASSEDGE METAL PRESSURESSURFACE:West Side Leadership AcademyW 9th Avenue & Gerry St.Gary, Indiana 46406ROOF FIELDANSI SPRI ES-1 2011WOOD NAILERS ARE TO BE INSTALLED IN ACCORDANCEWITH ANSI-SPRI ES1 2003. APPROPRIATE WIND LOAD SAFETYFACTORS ARE TO BE USED BASED ON THE TABLE 9Design Uplift 018BDUMPSTERDRAWN BY:1619ENTRANCEREVISION:21 22June 2 - August 9, 2021DATE:GRASS15WIND LOAD SAFETY FACTORSETHYLENE PROPYLENE DIENEMONOMER (EPDM)3ASCE 7-10CEMENTITIOUS WOOD FIBER (CWF)SINGLE-PLY ETHYLENE PROPYLENEDIENE MONOMER (EPDM)Project: R-5GRASSDECK:MEMBRANE:GRASSGRASSPARKING LOTTYP-15PARKING EWEDBY:MWHF20069DATE:2021.09.20R511PARTIAL ROOF PLANStaging / Key PlanN.T.S.PARKING LOT

Detail Work Description NotesNEW STAINLESS STEELTHRU-WALL RECEIVERNEW TERMINATIONBAR1714192457158541412FLASHING HEIGHT VARIES FROMLOW POINT TO HIGH POINT - SEE ROOF PLAN131053748INSTALL NEW THRU-WALL FLASHING AFTERDISCUSSION WITH ROOF CONSULTANT SOTHAT PROPER HEIGHT OF NEW THRU-WALLRECEIVER IS MAINTAINED5251BASE FLASHING HEIGHT VARIES FROMLOW POINT TO HIGH POINT - 12" MIN SEE ROOF PLAN502"2BASE FLASHING HEIGHT VARIES FROM LOWPOINT TO HIGH POINT - 8" MIN (SEE ROOF PLAN)21443643217361942222322135213428112342549EXG MASONRY WALL TO REMAIN8EXG BRICK TO REMAIN9EXG CONCRETE BLOCK TO REMAIN. INSPECT FOR DAMAGEOR DETERIORATION AND REPORT CONDITIONS TO ROOFCONSULTANT10EXG COLUMN TO REMAIN11NEW MECHANICALLY FASTENED DENS-DECK, SELFADHEREING VAPOR RETARDER AND ADHESIVELY ADHEREDFLAT STOCK RIGID INSULATION BOARD12NEW COMPRESSION ROD SIZED 50% LARGER THAN WIDTHOF EXPANSION JOINT CURB13CLEAN AND PREP SUBSTRATE, PROVIDE NEW FULLYADHERED FLEXIBLE SHEET ROOFING (FSR) FLASHING14NEW PREFINISHED GI COUNTERFLASHING BEYOND15NEW STAINLESS STEEL THRU-WALL RECIEVER BEYOND16NEW POLYMER COATED STAINLESS STEEL THRU WALL FLGBEYOND17SALVAGE AND REINSTALL EXG BRICK OR PROVIDE NEWBRICK TO MATCH EXG18NEW TOOLED URETHANE SEALANT BEYOND19NEW TERMINATION BAR BEYOND20NEW ADHESIVELY ADHERED TAPERED EDGE STRIP FEATHER EDGE STRIPPING AS INSULATION THICKNESSINCREASES21REMOVE EXISTING ETHYLENE PROPYLENE DIENE MONOMER(EPDM) ROOFING, INSULATION, ALL-WEATHER CRETE,FLASHINGS (FLG) CANTS AND STRIPPINGS22NEW CONTINUOUS TOOLED LAP SEALANT23NEW FLEXIBLE SHEET ROOFING STRIPPING24NEW PREFINISHED GI FASCIA25NEW CONTINUOUS GI FASCIA CLIP MECHANICALLYATTACHED TO SUBSTRATE26NEW PREFINISHED GI FASCIA EXTENDER27NEW CONTINUOUS GI EXTENDER CLIP MECHANICALLYATTACHED TO SUBSTRATE28REMOVE EXG WOOD BLOCKING29EXG STEEL ANGLE SUPPORT TO REMAIN30EXG WOOD BLOCKING TO REMAIN. REPLACE ANY DAMAGEDOR DETERIORATED WOOD BLOCKING WITH NEW WOODBLOCKING31NEW PREFINISHED GI PRE-MANUFACTURED RADIUS FASCIA32NEW CONTINUOUS EXTRUDED ALUMINUM FASCIA CLIPMECHANICALLY ATTACHED TO SUBSTRATE33NEW MECHANICALLY ATTACHED TAPERED RIGIDINSULATION BOARD34NEW WOOD BLOCKING MECHANICALLY ATTACHED TOSUBSTRATE35PROVIDE NEW VINYL AIR STOP AND FILL WITH BATTINSULATION36NEW EXPANSION JOINT BEYOND37EXG METAL WALL PANEL TO REMAIN38NEW THRU WALL FLASHING END DAM BEYOND39NEW WEEP VENT BEYOND40EXG BRICK BEYOND41NEW FSR FLASHING BEYOND42NEW EXPANSION JOINT CAP THAT TRANSITIONS INTOFASCIA - COORDINATE WITH ROOF CONSULTANTDIMENSIONS AND LAYOUT AFTER CURB IS INSTALLED43NEW REINFORCED FLEXIBLE SHEET ROOFING MEMBRANESECUREMENT STRIP44NEW FLEXIBLE SHEET ROOFING SEAM PLATE 12" C/C MAX45NEW MECHANICALLY FASTENED DENS-DECK, SELFADHEREING VAPOR RETARDER AND ADHESIVELY ADHEREDTAPERED RIGID INSULATION BOARD3052Wall Expansion Joint - Area 173" 1'-0"2821CONTRACTOR MAY UTILIZE SHOP FABRICATED FASCIAOR PREMANUFACTURED FASCIA - CALCULATION WASCOMPLETED WITH RESULTS THAT SHOULD ELIMINATERADIUS FASCIA REQUIREMENT ON ROOF AREA 23 28111267FLASHING HEIGHT VARIES FROMLOW POINT TO HIGH POINT - SEE ROOF PLAN57682EQ27123556Fascia - Area 173" 1'-0"EQ32213162034343052653327Wall Expansion Joint - Area 17EQ47563" 1'-0"2" MIN764729403916838397151514414192232220Fascia - Area 233" 1'-0"AREA 16 AREA 17 BASE WORK R-5BASE WORK R-53619FLASHING HEIGHT VARIES FROMLOW POINT TO HIGH POINT - SEE ROOF PLAN1622434421343435466EQ5273" 1'-0"School Hours:7:00 am - 5:00 pm50NEW 24 GA STAINLESS STEEL THRU WALL RECIEVERSpring Break:April 2 - April 9, 202151NEW POLYMER COATED STAINLESS STEEL THRU-WALLFLASHING SET IN FULL BED OF MANUFACTURER APPROVEDMASTIC/SEALANT. PROVIDE 6" MINIMUM OVERLAP AT ALLSPLICES WITH MANUFACTURER APPROVEDMASTIC/SEALANT AND STRIP OFF WITH MA

r615 penthouse wall repair beveridge elementary school 1234 cleveland street gary, in 46404 base work r-7 west side leadership academy 9th & gerry street gary, indiana 46406 base work r-5 project r-7: beveridge elementary school r711 roof plan r712 roof details r713 roof details r714 roof details