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HomeMy WebLinkAboutA203-OVERALL-ROOF-PLAN-Rev.0GENERAL ROOF NOTES A. ALL WORK SHALL BE IN ACCORDANCE WITH THE BEST QUALITY STANDARDS OF THE TRADE, AND SHALL CONFORM WITH THE LATEST EDITION OF ALL FEDERAL, STATE, AND LOCAL CODES AND STANDARDS. THE SAME ARE MADE A PART OF THESE CONTRACT DOCUMENTS, AS IF REPEATED HEREIN. B. CONTRACT DOCUMENTS CONSIST OF BOTH THE PROJECT MANUAL AND DRAWINGS, AND BOTH ARE INTENDED TO BE COMPLEMENTARY. ANYTHING APPEARING ON EITHER MUST BE EXECUTED THE SAME AS IF SHOWN ON BOTH. C. CONSTRUCTION DOCUMENTS SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, HOWEVER, SYSTEMS HAVE BEEN SHOWN DIAGRAMMATICALLY AND IN SOME CASES, ENLARGED FOR CLARITY. PROVIDE ADDITIONAL ITEMS AS REQUIRED TO PROVIDE A COMPLETE AND COORDINATED SYSTEM. D. CONTRACTOR SHALL PROVIDE ANY AND ALL TEMPORARY UTILITY SERVICE REQUIRED TO CONSTRUCT THE WORK. CONTRACTOR MAY EXTEND SERVICES FROM EXISTING LOCATIONS TO WHERE THEY ARE REQUIRED. REMOVE TEMPORARY UTILITIES AND RELATED EXTENSIONS AS SOON AS PRACTICABLE. RESTORE ALL AFFECTED AREAS TO ORIGINAL CONDITION. E. CONTRACTOR SHALL REMOVE CONSTRUCTION DEBRIS FROM THE BUILDING AND ROOF DAILY. F. STORE VOLATILE OR FLAMMABLE LIQUIDS IN UL LISTED FIRE CABINETS. G. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SECURITY OF ALL STORED MATERIALS AND EQUIPMENT INSIDE OR OUTSIDE THE BUILDING. H. CONTRACTOR SHALL FURNISH NECESSARY TEMPORARY PROTECTION FROM WEATHER TO PROTECT INTERIOR OF BUILDING FROM ELEMENTS OF WEATHER AT ALL TIMES. I. CONTRACTOR RESPONSIBLE FOR TRAFFIC PROTECTION DURING CONSTRUCTION. AREAS OF WORK SUBJECTED TO TRAFFIC BY VARIOUS TRADES SHALL BE PROTECTED BY TEMPORARY WALK PADS. J. PROVIDE TREATED WOOD BLOCKING EQUAL IN THICKNESS TO INSULATION SYSTEM AT ROOF PERIMETER AND AROUND ALL ROOF PENETRATIONS. ANCHOR PER SECTION I-49 OF THE FM GLOBAL LOSS PREVENTION GUIDE. K. EXTEND ALL PLUMBING VENTS TO PROVIDE A MIN. OF 12" OF HEIGHT FROM TOP OF INSULATION. ALL FITTINGS TO BE AIR AND WATER TIGHT. SEE PLUMBING PLANS FOR LOCATIONS. L. ROOF INSULATION SADDLES AND CRICKETS ARE DIAGRAMMATIC. ROOF INSULATION MANUFACTURER SHALL DESIGN AND SIZE THESE PER THE ROOF MEMBRANE MANUFACTURERS RECOMMENDATIONS. CRICKETS AND SADDLES SHOULD HAVE A MINIMUM OF TWO TIMES THE SLOPE OF THE PRIMARY TAPERED SYSTEM OR STRUCTURAL SLOPE. THE RATIO OF A CRICKET'S WIDTH TO LENGTH SHOULD BE NO LESS THAN 1 TO 3. M. PROVIDE SADDLES/CRICKETS AROUND ALL NEW ROOF TOP EQUIPMENT. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF ALL ROOF PENETRATIONS. N. PROVIDE TAPERED INSULATION WHERE REQUIRED TO TRANSITION FROM ONE INSULATION HEIGHT TO ANOTHER. O. NOTCH ALL INSULATION AS REQUIRED TO ACCOMMODATE SURFACE MOUNTED CONDUIT, FASTENERS, OFFSETS AND OTHER PROJECTIONS EXTENDING ABOVE THE SURFACE OF THE DECK. P. PERIMETER EDGE METAL TO COMPLY WITH ANSI/SPRI ES-1 FM GLOBAL 1-49. Q. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) SHEETS FOR ROOF TOP EQUIPMENT. R. INSPECT ALL WOOD BLOCKING SCHEDULED TO REMAIN. NOTIFY ARCHITECT OF ANY DETERIORATED BLOCKING NEEDING REPLACEMENT. CONTRACTOR TO REPLACE AND DAMAGED BLOCKING ON A TIME AND MATERIAL BASIS, SEE SPECIFICATIONS. S. ALL ROOF DETAIL DRAWINGS CONTAINED IN THIS SET ARE DIAGRAMMATIC. ADJUST ROOF DETAILS BASED ON SPECIFIC ROOFING SYSTEM SELECTED ACCORDING TO MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPROVED DETAIL DRAWINGS. ALL ASSEMBLY COMPLICATIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. T. THE ROOF CONTRACTOR SHALL PROTECT ALL ROOF DRAINS, GUTTERS AND DOWNSPOUTS FROM DEBRIS CREATED DURING CONSTRUCTION. THE ROOF CONTRACTOR SHALL CLEAR ALL DRAINS, GUTTERS AND DOWNSPOUTS PRIOR TO COMPLETION OF WORK AND TO ENSURE THAT THEY ARE FREE OF DEBRIS AND FUNCTIONING PROPERLY. U. MECHANICAL, ELECTRICAL AND PLUMBING INFORMATION SHOWN ON THIS PLAN IS GENERAL IN NATURE. REFER TO P, M AND E DRAWINGS FOR FURTHER INFORMATION AND COORDINATE ALL REQUIRED ROOF OPENINGS OR ROOF MOUNTED EQUIPMENT. V. NEW DOWNSPOUTS TO BE 5 1/2" WIDE x 6" DEEP TO MATCH EXISTING. W. DOWNSPOUTS AT GRADE TO TERMINATE INTO CAST IRON BOOTS. X. PROVIDE UP TO 10 SLEEVES AT NEW ROOF AS REQUIRED FOR LIGHTNING PROTECTION COMPONENTS TO EXTEND DOWN THROUGH ROOF. PATCH UP TO 3 POINTS IN EXISTING ROOF WHERE EXISTING LIGHTNING PROTECTION COMPONENTS ARE REMOVED. Y. ALL NEW ROOF WORK INCLUDING TIE-INS TO EXISTING WORK SHALL BE WARRANTED AS REQUIRED BY THE SPECIFICATION. Z. ALL TAPERED RIGID INSULATION TO BE MIN 1/4" PER 12" U.N.O. ROOF ABBREVIATIONS DR DUCT THRU ROOF DS PREFINISHED METAL DOWNSPOUT EF EXHAUST FAN; SEE MECHANICAL EJ EXPANSION JOINT FS FLUE STACK; SEE MECHANICAL GU METAL GUTTER PV PLUMBING VENT RAV RELIEF AIR VENT; SEE MECHANICAL RH ROOF HATCH RD ROOF DRAIN OFD OVERFLOW DRAIN EX. EXISTING ROOF LEGEND EXISTING ROOF CONSTRUCTION (SHINGLES) EXISTING ROOF CONSTRUCTION (LOW-SLOPE MEMBRANE) NEW FULLY-ADHERED ROOF MEMBRANE SYSTEM OVER SLOPING STRUCTURE NEW FULLY-ADHERED ROOF MEMBRANE SYSTEM OVER TAPERED RIGID INSULATION NEW FULLY-ADHERED LOW-SLOPE ROOF MEMBRANE SYSTEM OVER SLOPING OVERBUILD STRUCTURE 2 A304 A301 2 A301 1 A302 2 1 A303 1 A305 1 A304 2 A305 A3025A301 3 A302 3 3 A404 EXISTING CHURCH BUILDING (V.I.F.) 4 A404 1 A405 2 A405 1 1 1 2 2 2 3 3 7 3 7 3 3 7 7 4 4 4 4 4 5 5 5 5 5 5 5 6 6 4 A402 A301 5EXSLOPE EX SLOP E EXSLOPEEXSLOPEEXSLOPEEXSL OPEEXSLOPEEXSLOPEEX SLO P E EX SLOPEEXSLOPEEXSLOPE EXSLO PEEXSLOPE7 8 9 9 8 8 8 7 7 SLOPE: 1/4" / 12" SLOPE: 1/4" / 12" SL O PE:1/4" / 12"SLOPE:1/4" / 12"SLOP E : 1/4" / 12"SLOPE:1/4" / 12"SLOPE:1/2" / 12"SLOPE:1/4" / 12"RIDGERI DGE RIDGE R I DGE11 11 11 11 11 11 12 DS DS DS DS DS DS DS DS DS DS DS DS DS DS 7 7 3 3 7 2 2 2 13 13 13 13 10 10 10 10 10 10 10 10 DS 3 7 3 3 3 10 OFD RD 3 3 RD OFD 9 9 SLOPE: 1/4" / 12" SLOPE: 1/4" / 12" SLOPE: 1/4" / 12" EX. GU EX. GU 2 2 EX. GU EX. GU EX. GU EX. GU EX. GU EX. GU EX. GUEX. GU EX. GU RD OFD RD OFDSLOPE:1" / 12"1 A302 SLOP E :1/4" / 12"SLOPE:1/4" / 12"SL O PE:1/4" / 12"SLOPE:1/4" / 12" 2 A404 14 15 15 16 4 A405 A702 7 Below DS 3 A406 2 A406 5 A405 6 A405 7 A405 17 17 17 17 17 17 6 A405 OPP. HANDSLOPE:1" / 12"9 9 18 18 18 18 18 18 18 18 1 A404 19 19 19 2 DS DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2018 CSO Architects, Inc. All Rights ReservedPARISH LIFE CENTER PROJECTOUR LADY OF MT. CARMEL14598 OAK RIDGE RD, CARMEL, IN 4603209/17/21 NTC CAM 19038 A203 OVERALL ROOF PLANCATHOLIC CHURCHKEYED ROOF PLAN NOTES 1 45 DEGREE CROSSHATCHING INDICATES AREA OF ROOF OVERBUILD OVER EXISTING ROOF. 2 2" EXPANSION JOINT - SEE WALL SECTIONS. 3 PREFINISHED METAL FASCIA - MATCH EXISTING. 4 EXISTING ROOF - NO WORK EXCEPT AS NOTED. 5 NEW ROOF MEMBRANE OVER SLOPING STRUCTURE. 6 NEW ROOF MEMBRANE OVER TAPERED INSULATION OVER FLAT STRUCTURE. 7 PREFINISHED METAL FASCIA WITH INTEGRAL GUTTER - MATCH EXISTING. 8 CLERESTORY WINDOW AT WALL BELOW. 9 PROVIDE TAPERED RIGID INSULATION AS REQUIRED TO ACCOMODATE VARYING DECK HEIGHT. 10 PROVIDE SPLASH BLOCK AT DOWNSPOUT. 11 EXISTING GUTTER AND DOWNSPOUT TO REMAIN. 12 REWORK EXISTING DOWNSPOUT AS REQUIRED AT NEW ROOF. 13 LINE OF EXISTING ROOF BELOW. 14 NEW 36" X 36" ROOF HATCH WITH LADDER ASSIST POST AND OSHA RAILING SYSTEM IN EXISTING ROOF. 15 2" GRAVEL STOP AT EDGE OF ROOF. 16 OPEN MECHANICAL YARD. NO ROOF IN THIS AREA. 17 STRIP EXISTING SHINGLES OFF AS REQUIRED TO INSTALL OVERBUILD AREA AND NEW ROOFING TIE-IN TO EXISTING SHINGLED ROOF OVER NAVE/SANCTUARY. EXTREME CARE TO BE TAKEN TO ENSURE WATERTIGHTNESS OF EXISTING CONSTRUCTION DURING INSTALLATION OF NEW ROOF TIE-IN. 18 TAPERED ROOF SADDLE - 1/8" PER 12" SLOPE MINIMUM. 19 TIE NEW ROOF INTO EXISTING ROOF AS REQUIRED - FOLLOW MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS , MAINTAIN ANY EXISTING WARRANTIES. SCALE: 1/8" = 1'-0" A203 1 OVERALL ROOF PLAN 12/13/21