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ASPHALT SHINGLES, SECURE TO PLYWOOD WITH6 FASTENERS PER SHINGLEASPHALT RIDGE CAP SHINGLE MANUFACTUREDFOR USE WITH ROOF SLOPE AND RIDGE VENT -SET LAST SHINGLE IN A BED OF MASTIC PRIORTO FASTENING AND CAULK THE EXPOSEDFASTENER HEADSSYNTHETIC UNDERLAYMENT -OVERLAP AT RIDGE TOPROVIDE DOUBLE LAYER FOR18" ON EITHER SIDE OF RIDGE1"PRE-FINISHED DOWNSPOUT. SIZE, GENERAL PROFILE TO MATCHEXISTING. CONNECT TO GUTTER WITH OUTLET. SECURE WITH PRE-FINISHED STRAPS AT SAME LOCATIONS AS EXISTING. IF STRAP SPACINGEXCEEDS 8', INSTALL ADDITIONAL STRAPS AT CONSISTENT SPACING.DOWNSPOUT TO DISCHARGE IN SAME MANNER AS EXISTING(I.E. ONTO ADJACENT ROOF, ONTO GROUND)PRE-FINISHED GUTTER. SIZE AND GENERAL PROFILETO MATCH EXISTING. BACK LEG TO EXTEND A MIN. OF 1"HIGHER THAN OUTER LIP. SECURE THROUGH BACK LEG TOANGLE SUPPORT AND WALL PANEL WITH SCREWS @ 6" O.C.EVERY THIRD FASTENER WILL SECURE A GUTTER SPACER/STRAP (18"O.C.). FRONT EDGE OF GUTTER MUST BE AMIN. 1" BELOW THE ROOF EDGE.STARTER SHINGLE INSTALLED ALONG EAVE PRIOR TOFIRST COURSE OF SHINGLES. SECURE PER THEMANUFACTURER INSTALLATION REQUIREMENTS.ASPHALT SHINGLESPRE-FINISHED METAL DRIP EDGE, SECURED ATFLANGE WITH NAILS @ 3" O.C. STAGGEREDSELF-ADHERED ICE AND WATER SHIELD, INSTALL SMALL PIECE ALONGEAVE BEFORE DRIP EDGE. INSTALL ICE AND WATER SHIELD ALONG BOTTOM30" OF EAVE, OVERLAP TOP EDGE OF DRIP EDGE. INSTALL SYNTHETICUNDERLAYMENT OVER REST OF SURFACE, LAP OVER TOP EDGE OFICE AND WATER SHIELDEAVE ANGLE SUPPORT, SECURED TO DECK @ 12" O.C.EXISTING JOIST EXTENSIONSEXISTING CMU WALLEXISTING STEEL ANGLE/STOPAND PERIMETER WOOD BLOCKINGWOOD BLOCKING. SECURE TO EXISTING OSB AND PERIMETERBLOCKING @ 12" O.C. TO PROPERLY POSITION THE VENTED NAILBASEMIN. 2" WIDE FLAT PLATE, CONTINUOUS, SECURED TO EACHHAT CHANNEL TO PROVIDE SECUREMENT POINT FOR WALLPANELS IF JOINTS DO NOT ALIGN WITH HAT CHANNELSPRE-FINISHED METAL WALL PANELS WITHCONCEALED FASTENERS AND FLUSH JOINTS1-1/2" DEEP HAT CHANNELS SPACED @ 12" O.C.MIN. 2" WIDE FLAT PLATE, CONTINUOUS, SECURED TO EACHHAT CHANNEL TO PROVIDE SECUREMENT POINT FOR WALL PANELSIF NOT ALIGNED WITH HAT CHANNELSPRE-FINISHED J-TRIMSECURED TO ANGLE @12" O.C.COLD-FORMED ANGLE,SECURED TO WALL@ 12" O.C. STAGGEREDREMOVE EXISTING COLD-FORMED FRAMING TOALLOW FOR INSTALLATIONOF NEW COMPONENTS.LOCATED NEW FRAMINGSO THAT SOFFIT WILL BELOCATED AT THE SAMEELEVATION UNLESSOTHERWISE APPROVEDBY THE DESIGNER.COLD-FORMED CHANNELOR ANGLE, AT EACH HATCHANNEL, SECURED TOANGLES WITH 2 FASTENERSPER CONNECTIONWALL BASE TRIM AND CLOSURE, SECURED TO THE HAT CHANNELPRE-FINISHED J-TRIM SECURED TO ANGLE @ 12" O.C.PRE-FINISHED SOFFIT PANELS, SECURE TO J-TRIM/ANGLEINSTALL GUTTER GUARDSUPPORTED BY SPACERS/STRAP AND FASTENED TOOUTER LIP (NOT SHOWN)EAVE TRIM, SECURED @ 12" O.C. EXTEND TO MATCHBOTTOM OF FASCIA AT RAKE1" DEEP HAT CHANNELSSPACED @ 24" O.C.MAX. SECURE THROUGH EIFSAND SHEATHINGINTO EACH METAL STUDEXISTING EIFS OVERSHEATHINGEXISTING METAL STUDWALL WITH GYPSUMBOARD SHEATHINGON BOTH SIDESWALL BASE TRIM AND CLOSURE,SECURED TO THE HAT CHANNELNAILBASE, SECURE TO OSB PER SPECIFICATIONS.TRIM TO FIT TIGHT WITH PERIMETER BLOCKINGEXISTING CEMENTITIOUS WOOD FIBER DECK,INSULATION, AND OSB COMPOSITE DECKASPHALT SHINGLESSELF-ADHERED ICE AND WATER SHIELD FOR 30" ALONG HIGH EAVE,WRAP UP AND OVER THE TOP OF THE BLOCKING. OVERLAP OVER TOPOF SYNTHETIC UNDERLAYMENT PRESENT OVER REST OF SURFACEEXISTING EIFS OVERSHEATHINGEXISTING METAL STUDWALL WITH GYPSUMBOARD SHEATHINGON BOTH SIDES1" DEEP HAT CHANNELSSPACED @ 24" O.C.MAX. SECURE THROUGHEIFS AND SHEATHINGINTO EACH METAL STUDCOLD-FORMED ANGLE, SECURED TO WALL @ 12" O.C. STAGGEREDCOLD-FORMED CHANNEL OR ANGLE, AT EACH HATCHANNEL, SECURED TO ANGLES WITH 2 FASTENERSPER CONNECTIONPRE-FINISHED METAL WALL PANELS WITHCONCEALED FASTENERS AND FLUSH JOINTS1-1/2" DEEP HAT CHANNELS SPACED @ 12" O.C.MIN. 2" WIDE FLAT PLATE, CONTINUOUS, SECURED TO EACHHAT CHANNEL TO PROVIDE SECUREMENT POINT FOR WALL PANELSIF NOT ALIGNED WITH HAT CHANNELSWALL BASE TRIM AND CLOSURE, SECURED TO THE HAT CHANNELPRE-FINISHED J-TRIM SECURED TO ANGLE @ 12" O.C., BOTH SIDESPRE-FINISHED SOFFIT PANELS, SECURE TO J-TRIM/ANGLEFASCIA EXTENSION, SECURED @ 12" O.C. EXTENDTO MATCH BOTTOM OF FASCIA AT RAKECONTINUOUS CLEAT, SET IN MASTIC ANDSECURED THROUGH SHINGLES INTO THE DECK @ 6" O.C.PRE-FINISHED HIGH EAVE FLASHINGSECURE TO CLEAT AT OUTSIDE FACE AND FASTENTO CONTINUOUS CLEAT AT SHINGLES @8" O.C.WOOD BLOCKING, HEIGHT AS NEEDED TOPROPERLY SUPPORT CLEAT FOR HIGH EAVEFLASHING. SECURE @12" O.C. MAX TO HIGH EAVESUPPORT PLATEHIGH EAVE SUPPORT PLATE, SECURE TO DECK ANDPERIMETER HAT CHANNELS TO EXTEND SUPPORTSURFACE FOR BLOCKINGPRE-FINISHED METAL WALL PANELS WITHCONCEALED FASTENERS AND FLUSH JOINTS.SECURE TO HAT CHANNELS.PRE-FINISHED METAL WALL PANELS WITHCONCEALED FASTENERS AND FLUSH JOINTS.SECURE TO HAT CHANNELS.COLD-FORMED ANGLE, SECURED TO WALL@ 12" O.C. STAGGEREDCONTINUOUS CLEAT SECURED @ 8" O.C.CONTINUOUS CLEAT SECURED @ 8" O.C.ASPHALT SHINGLESEXISTING CEMENTITIOUS WOODFIBER DECK, INSULATION,AND OSB COMPOSITE DECKNAILBASE, SECURE TO OSB PER SPECIFICATIONS. FITINSULATION TIGHT TO WALLPRE-FINISHED METAL WALL PANELS WITHCONCEALED FASTENERS AND FLUSH JOINTS.SECURE TO HAT CHANNELS.WOOD BLOCKING SECURED THROUGHSHEATHING AT EACH METAL STUD TOPROVIDE NAILABLE SURFACE FORFLASHINGS AS NEEDEDEXISTING METAL STUDWALL WITH GYPSUMBOARD SHEATHINGON BOTH SIDESEXISTING EIFS OVER SHEATHING. CUTAND REMOVE EIFS SYSTEM TO EXPOSEEXTERIOR SHEATHING 12" FROM THEBOTTOM TO ALLOW FOR SHEATHINGINSPECTION AND PROPER INSTALLATIONOF THE NEW ROOF SYSTEM.1" DEEP HAT CHANNELS SPACED@ 24" O.C. MAX. SECURE THROUGHEIFS/INSULATION AND SHEATHING INTOEACH METAL STUDFOIL-FACED INSULATION INSTALLED TOREPLACE REMOVED EIFS DOWN TO THENEW NAILBASE INSULATION. SEAL ALLJOINTS WITH EIFS. TAPE ALL INSULATIONJOINTS AND OVER BLOCKINGSTRIP-IN TOP OF COUNTERFLASHINGWITH SELF-ADHERED FLASHINGWALL BASE TRIM AND CLOSURE,SECURED TO THE HAT CHANNELSELF-ADHERED ICE AND WATER SHIELD FOR 30" WIDTHALONG WALL. TURN UP WALL A MIN. OF 6" AND SEALAT TRANSITION.PRE-FINISHED COUNTERFLASHING,SECURED TO EACH STUD THROUGH THESHEATHING.PRE-FINISHED STEPPED BASE FLASHING LAYERED INTOTHE SHINGLES AND SECURED TO THE DECK ABOVE THEASSOCIATED SHINGLE COURSE. TURN BETWEENSHINGLES A MIN. 4" AND UP WALL A MIN.4" BEHIND COUNTERFLASHINGNAILBASE, SECURE TO OSB PER SPECIFICATIONS.EXISTING CEMENTITIOUS WOOD FIBER DECK, INSULATION,AND OSB COMPOSITE DECKNAILBASE, SECURE THROUGHTO OSB PER SPECIFICATIONS.TRIM BACK INSULATION TO ALLOWFOR PERIMETER BLOCKING.EXISTING CEMENTITIOUS WOODFIBER DECK, INSULATION,AND OSB COMPOSITE DECKNo.REVISIONByDateDRAWN BY:ENGINEER:APPROVAL:DATE:PROJ.:SCALE:DWG. NO.2.2KEW/RTKEWAS SHOWNBID DOCUMENTS/PERMIT SETJ240008/09/2021EAVE WITH GUTTER AT METAL PANELS52.2SCALE: 3" = 1'-0"CONSTRUCTION DETAILS
<br />MOTOR POOL MAIN BUILDING ROOF REPLACEMENT
<br />HILLSBOROUGH, NORTH CAROLINA
<br />ORANGE COUNTY ASSET MANAGEMENT SERVICESHIGH EAVE62.2SCALE: 3" = 1'-0"RAKE WALL82.2SCALE: 3" = 1'-0"RIDGE72.2SCALE: 3" = 1'-0"DocuSign Envelope ID: 9514E4EC-C3C9-4752-8A7F-22E83B22BB8E
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