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NON-COMBUSTIBLE EXTERIORCEMENT PLASTER O/ WIRE LATH O/W.R.B.1x PLASTER STOP O/ FLASHINGO/ W.R.B.FIRE RETARDANT TREATED RIM BEAMOR MULTIPLE JOISTS, TYP. - SEESTRUCTURAL DRAWINGSSHEATHING MAY OCCURNON-COMBUSTIBLE SPECIFIED T.P.O.ROOFING SYSTEMROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 1'-0" MINIMUM )GSM "COPING" FLASHING3-MINIMUM 5/8" FIRE RETARDANTTREATED EXTERIOR GRADEPLYWOOD WALL SHEATHING BEHINDROOFINGTOP OF PARAPET PEREXTERIOR ELEVATIONSROOF SIDE2x SOLID BLOCK BETWEEN TRUSSTOP CHORD, BLOCK ALL AROUND2x8 P.T. CURB ALL AROUND.PAINTED GSM STATIC AURA TYPEATTIC VENT, SIZES AND LOCATIONSAS SHOWN ON THE ROOF PLAN4"5"SPECIFIED T.P.O. ROOFING SYSTEMROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 1'-0" MINIMUM )GSM "CURB" FLASHING MOUNTEDFLASHING FLANGE WITH DRIP,PAINTED.CORROSION RESISTANT SHEETMETAL SCREW, SEAL WATER TIGHTSTAINLESS STEEL SCREW WITHWATERTIGHT WASHER AT 12" O.C.MINIMUM TWO PER SIDEFOR ADDITIONAL INFORMATION SEE DETAIL4-HIGHEST POINT OF ROOFSEE ROOF PLANCOPING LAP BUTT JOINT6"
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<br />S6"1'-0" PLUS COPING WIDTHPREFABRICATED CORNER COPINGBACKUP AND/ORCOVER PLATESA
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<br />S BACKUP and/orCOVER PLATES6"6"6"FOR ADDITIONAL INFORMATION SEE DETAILCORNER COPING LAP BUTT JOINT8" OR MINIMUM REQUIRED
<br />BY ROOFING MANUF.STAIR LANDING FRAMING PERSTRUCTURALT.P.O. ROOFING INSTALL PER MANUF.REQUIREMENTS. RUN UP AND OVERCURBROOF SHEATHINGROOF TRUSSES BY OTHERSFIRE BARRIER AT EXIT ENCLOSURE-SEE PLAN FOR FIRE RATING2-&GSM COPING FLASHING NOTES1.GSM "ROOF" FLASHING SHALL BEFABRICATED FROM G90 COATEDSTEEL.2.ALL FLASHING SEAMS, LAPS ANDJOINTS SHALL BE SEALED.3.CORNER COPINGS SHALL BE SHOPFABRICATED AND SOLDEREDWATERTIGHT.4.PROVIDE CONTINUOUS WOODBACKING THAT IS SLOPED 1" : 1'-0" TOTHE ROOF SIDE.5.EXTEND THE TPO ROOFING UP OVERTHE TOP OF THE WALL UNDER METALCOPING, TYP.6.ON THE ROOF SIDE, COPINGS AREFASTENED THROUGH OVERSIZED ORSLOTTED HOLES.7.ON THE SIDE AWAY FROM THE ROOF,CLEATS FASTENED AT 18" O.C. WITHCORROSION RESISTANT FASTENERS.8.FASTENERS ARE NOT ALLOWED ATSLOPING HORIZONTAL SURFACES.9.USE BUTT JOINT WITH BACKUP PLATEAT COPING WIDTHS UP TO 18". SEESMACNA TABLE 3-1, JOINT J210.USE BUTT JOINT WITH COVER ANDBACKUP PLATES AT COPING WIDTHSOVER 18". SEE SMACNA TABLE 3-1,JOINT J5.3" PLUS
<br />REQUIRED
<br />SLOPE
<br />3"VERIFY WALL WIDTHSLOPE TOP OFCOPING AT1" : 1'-0" MINIMUMGSM "COPING" FLASHING; USE 22 GA.TO 12" COPING WIDTH, 20 GA. OVER12" COPING WIDTH. SEE FLASHINGNOTES ABOVE.STAINLESS STEEL SCREW WITHWATERTIGHT WASHER AT 24" O.C.22 GA. GSM CLEATSIDE AWAY FROMTHE ROOFWOOD BACKINGROOF SIDE546&7PER GSM "COPING" FLASHINGSOLDER MITERED CORNERSWATERTIGHT9103"SPECIFIED T.P.O. SYSTEMFRAMING, BLOCKING, ROOF TRUSSAND SHEATHING PER STRUCTURALPLANSVERIFY EQUIPMENT SIZE ANDREQUIRED CLEARANCES WITHEQUIPMENT MANUFACTURER,EQUIPMENT PER M.P.E. PLANSMIN. 8" ABOVE HIGHEST
<br />ADJACENT ROOF
<br />22 GA. GSM "CAP" FLASHING, ALLSEAMS SHALL BE FLAT LOCKSOLDERED O/ ROOFING MEMBRANESWEAT SHEET O/ PLYWOODCRICKET REQUIRED AT HIGHSIDE OF ROOF PLATFORM IFWIDTH IS GREATER THAN 30"SLOPE PER ROOF PLAN1/4" : 12" MINIMUMVERIFY AND COORDINATE ALL BUILT-UP ROOFING DETAILS WITH MANUFACTURER AND INSTALL IN CONFORMANCE WITH MANUFACTURERS REQUIREMENTS FOR WARRANTY SPECIFIED2x PLATFORM FRAMING ANDCONNECTIONS TO SUPPORTS BELOWPER STRUCTURAL PLANSMASON INDUSTRIES TYPE SR SPRINGISOLATOR HAVING 1" OF STATICDEFLECTION. VERIFY QUANTITY ANDPLACEMENT REQUIRED. SET IN A BEDOF SEALANT.4" MAXIMUM
<br />PENETRATION OPENING TO BE 1"WIDER AND TALLER THAN THESCUPPER TO ALLOW 1/2" WIDESEALANT JOINT ON ALL SIDES OFBETWEEN SCUPPER AND COLLARFLASHINGPROVIDE 1/4" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGESCUPPER AND OVERFLOW GSM "COLLAR" FLASHING,EXTERIOR SIDE AWAY FROM ROOFINTEGRAL 7/8" STUCCO SCREED ALLFOUR SIDES, TYPICAL4"6"4"4-FOR ADDITIONAL INFORMATION SEE DETAILGSM "SCUPPER AND OVERFLOW"FLASHING, SET IN PLY OF SEALINGMASTICROOF FRAMING AND SHEATHING PERSTRUCT. DRAWINGS, FRAMING ANDPLYWOOD SUBSTRATE TO SLOPE ASSHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )SPECIFIED TPO ROOFING SYSTEMSEE PLAN FOR
<br />FLOOR / CEILING ASSEMBLY
<br />WALKING PADNOTE:1. NO FASTENERS SHALL PENETRATE THE ROOFING MEMBRANE.UNI-STRUT(SPECIFIED) WALK PAD AT PIPES ORCONDUIT UP TO 1" DIAMETER OR 1/2"THICK RUBBER WALK PADS ASDISTRIBUTED BY THE MEADOWS CO.AT PIPES AND CONDUITS GREATERTHAN 1" DIAMETER.PIPE OR CONDUITMETAL STRAP WITH SCREWSATTACHED TO ALLOW FORMOVEMENT OF PIPING4x4 MINIMUM REDWOOD BLOCKINGSPACED AT 6'-0" O.C. - FIELD VERIFY(2) DABS OF ROOF CEMENT PLACEDBETWEEN BLOCK AND PAD2" MIN.2"MIN.6" MIN.2" MIN.2"MIN.6" MIN.4-6-NOTE:LAP ALL FLASHING AND THE WATER RESISTANT BARRIER IN WEATHERBOARD FASHION.3-PARAPET FLASHING ASSEMBLY PART ICRICKET SLOPE1/4" : 12" CRICKET SLOPE1/4" : 12"1 21/32"VERIFY
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<br />1"6"4"1"ROOF SIDE4"6"1GSM "INSIDE CORNER" FLASHING, LAPROOFING AS DETAILED AND EXTENDTO TOP OF LOW PARAPET WALLTPO ROOFING, UP BACK OFLOW PARAPET WALL ANDONTO TOP OF WALL. SEEDETAILSPECIFIED TPO ROOFING SYSTEM23TPO ROOFING O/ GSM "INSIDECORNER" FLASHING AND TPOROOFING SYSTEMFLASHING, 2" MIN. LAP O/ ROOFINGCAP SHEET4GSM INTEGRALSTUCCO SCREED ALLTHREE SIDES, SEE DETAIL5ONE PIECE SOLDEREDGSM "SADDLE"FLASHING, SEE DETAIL6GSM "SPRING-LOK"FLASHING, SEE DETAIL89GSM "COPING" FLASHINGEXTEND BACK TO GSM"SADDLE" FLASHING,SEE DETAIL111x PLASTER STOPROOF SIDE8"6SOLID BLOCKING OR SHEATHINGREQUIRED BEHIND 1" MINIMUM ANDBEYOND COPING FLANGE.12-PARAPET FLASHING ASSEMBLY PART IIIPARAPET FLASHING COMPLETED ASSEMBLYPARAPET FLASHING ASSEMBLY PART IIPARAPET FLASHING ASSEMBLY PART IVROOF SIDEROOF SIDESLOPE TO MATCHGSM "COPING" FLASHING,SEE DETAILEXTERIOR SIDE3/8"3/8"V
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<br />EXTERIORSIDE4"W.R.B., TUCK UNDER FLASHING 3"MINIMUM. CONTINUE WEATHERBOARDINSTALLATIONEXTERIOR CEMENT PLASTER O/ WIRELATH O/ W.R.B.12-102"
<br />MIN.-279" WIDE S.A.F., PROVIDE SOLIDBLOCKING BEHIND S.A.F. IFSHEATHING IS NOT REQUIREDGSM "SADDLE" FLASHING BLOCKINGVARIES
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<br />"PROVIDE 1/4" ROLLED OR ANGLEDSTUCCO GROUND EDGE TO PERMITPLASTER TO KEY UNDERNEATH THEEDGEGSM INTEGRAL STUCCO SCREED3--4"7/8"4"WIDTH PERPLAN + 1"4"5"WIDTH PERPLAN + 1"4"5"6"
<br />4"6" LAP SCUPPER OPENINGSCUPPER WIDTHPER PLANWIDTH OF SCUPPERPLUS 2"1'-10"4"ELEVATIONVERIFYDRAIN LEADERMINUS 1/4"PROFILE1"1'-2"1"EQLEADER SIZEPLUS 1"1"EQ(2" MAX.)2"INSERT CONDUCTOR HEAD INTODRAIN LEADEREQLEADER SIZEPLUS 3/8"GSM DRAIN LEADER SUPPORT BANDPROVIDE AT FLOOR LINE AND ATMID-FLOOR TYPICAL, 6'-0" O.C. MAX.ATTACH BAND WITH STAINLESS STEELSCREW WITH WATERTIGHT WASHER;PRE-DRILL AND FILL HOLE WITH CAULKGSM DRAIN LEADER, PRIME ANDPAINT. SIZE AS INDICATED PER PLAN.GSM CONDUCTOR HEAD, PRIME ANDPAINT2x SOLID BACKING REQUIREDCONTINUOUS 1/2" BEAD OF SEALANTALL FOUR SIDES OF GSM "COLLAR"FLASHINGEXTERIOR CEMENT PLASTERSCUPPER OPENING6"
<br />1/2"
<br />1/2"GSM "SCUPPER AND OVERFLOW"FLASHING, ROOF SIDE1
<br />"2- 1 11/32" MIN. LAP6-6"ALIGN2" HIGH OVERFLOW ALIGNED WITHTOP OF SCUPPER2"2"1 1/4"1 1/4"LINE OF WALL FINISH1"GSM "SPRING-LOK" FLASHINGLENGTH OF ROOF SIDE LEG SHALLEXTEND DOWN TO GSM "SPRING-LOK"FLASHING3/8"CEMCO # 66 EXPANDED FLANGECASING BEAD2 1/2"7/8"COPINGWIDTH + 3/4"4"ROOF SIDE1/4"1/4"1"8" MINIMUM
<br />16-LAP ROOF MEMBRANE UNDERCLAMPING RING, TYPICAL4'-0"1'-0"NOTES:1.SEE PLUMBING DOCUMENTS FORSPECIFIED ROOF AND OVERFLOWDRAINS, DRAIN LEADERS ANDADDITIONAL INFORMATION NOTSHOWN HERE.2.STEEL FLASHING CLAMP AND UNDERDECK CLAMP SHALL BE USED ON ALLROOF AND OVERFLOW DRAINS.3.ROOFING MEMBRANE SHALL BEEXTENDED UNDER STEEL FLASHINGCLAMP.4.OVERFLOW DRAIN SHALL BE FITTEDWITH 2" HIGH SOLID WATER DAM.5.WHEN ROOFING INSTALLATION ISCOMPLETE, CONTRACTOR SHALLINSPECT AND TEST ALL ROOF DRAINSTO ASSURE THAT DRAINAGE SYSTEMIS NOT CLOGGED.8" MIN. (TYP.)1'-0"ROOF SIDE FACE OF PARAPET ORCURB WHERE OCCURSSECTIONSPECIFIED TPO ROOFINGSYSTEMROOF SHEATHING AND TRUSS PERSTRUCTURAL DRAWINGS2x SUPPORT FRAMING AT ROOF DRAINDEPRESSIONROOF OVERFLOW DRAIN2" HIGH SOLID WATER DAM ATOVERFLOW DRAINPRIMARY ROOF DRAIN2'-0"1'-0"PLAN2'-0"1'-0"LAP BASE AND CAP SHEET3" MIN. ONTO SILL PLATEMETAL DOOR FRAME 4 SIDESDOOR SEAL "PEMKO" S88D ALL 4SIDES, OR APPROVED EQUALHOLLOW METAL DOOR PER DOORSCHEDULEHOLLOW METAL DOOR FRAME ALL4 SIDES PER DOOR SCHEDULETHRESHOLD PAN SETIN CONTINUOUS BEDOF ROOF CEMENTDOOR BOTTOM "PEMKO" 3452DV ORAPPROVED EQUAL, SEAL TO DOOR2x SOLID BACKING REQUIRED AT S.A.F.WHEN SHEATHING NOT PROVIDEDSHEATHING MAY OCCURW.R.B. O/ 4" J-SERIES CASING BEADO/ S.A.F.1/2"MINDOOR SEAL "PEMKO" S88D ORAPPROVED EQUAL1"FRAMING PER STRUCTURAL1-HR RATED WALL PER PLANHOLLOW METAL DOOR FRAMEPER DOOR SCHEDULE3-COAT STUCCO SYSTEM O/ METALLATH O/ W.R.B.WRAP S.A.F. INTO JAMB AND DOWN O/DOOR FLASHING PAN AND "L" METALBACKER ROD & SEALANTJAMBTHRESHOLD1/2"
<br />MIN
<br />5"4-FOR ADDITIONAL INFORMATION SEE DETAIL22-FLAT STOCK METAL FLASHING ATJAMB ON HOLLOW METAL DOOR, TYP.2"TPO COVER STRIP1'-6"2'-0"2'-0"EXTERIOR CEMENT PLASTER O/WIRE LATH O/ W.R.B.SHEATHING MAY OCCURROOF FRAMING AND SHEATHINGPER STRUCTURAL DRAWINGS,FRAMING AND PLYWOODSUBSTRATE TO SLOPE AS SHOWNON ARCHITECTURAL ROOF PLAN ( 1/4" : 1'-0" MINIMUM )SPECIFIED T.P.O. ROOFING SYSTEMHB ANCHOR AT EA STUD TO FLATBLOCKROOF JOIST PER PLANGSM SCUPPER & DOWNSPOUTREFER TO STRUCTURAL FORPARAPET FRAMINGTOP OF PARAPET PEREXTERIOR ELEVATIONS19AD-61.1SLOPE1/2" : 1'-0"FOAM SHAPED BEYONDS.A.F.SLOPE23AD-61.15/8" TYPE 'X' GYP. DB AT 2-HOURCONDITIONSHATCH INDICATES FIRE RETARDANTTREATED FRAMING, TYP. - SEESTRUCTURAL DRAWINGS16 & 20AD-24.1TYPE IIIA CONSTRUCTION:1-HOUR OR 2-HOUR FIRERATED EXTERIOR WALL. SEESHEETS A0-11 THROUGH A0-25ADDITIONAL LAYER OF 5/8" TYPE 'X'GYP. DB AT 2-HOUR CONDITIONS5/8" TYPE 'X' GYP. DBTPO ROOFING DETAILSAD-61.0PARAPET FLASHING, CAP SHEET2PARAPET614GSM SCUPPER & OVERFLOWROOF DRAIN & OVERFLOWDOOR AT ROOFMECHANICAL PLATFORM11LOW PARAPET FLASHING @ HIGH PARAPET WALL15GSM COPING FLASHING8GSM "SADDLE" FLASHING & INTEGRAL STUCCO SCREED4316222324ATTIC VENTPIPE CONDUIT SUPPORTCONDUCTOR HEAD & DOWNSPOUTCCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701
<br />4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM A5A06-21-23
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