Laserfiche WebLink
TOTAL RISE <br />FIELD VERIFY68°9 29/32" TYP PROJECTED TREAD(5" MIN)9" TREAD WIDTH(7" MIN)1'-11"1'-8"34" MIN38" MAXTOTAL RUNPER MFR TABLE6'-8" MINHEADROOMTOTAL RISEFIELD VERIFY7'-6" MINHEADROOM 3'-6" MIN7'-6"OPENING3'-0"OPNG7 11/32" TYP RISER(9-1/2" MAX)10 1/2" TYP TREAD(8-1/2" MIN)3'-6" MIN HIGHGUARD BEYOND2'-0" HIGHLOW WALL <br />DURA BLOK - PER MECHANICAL* VERIFY EQUIPMENT SIZE ANDREQUIRED CLEARANCES WITHEQUIPMENT MANUFACTURER****2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLES2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMHVAC COMPRESSOR PERMECHANICAL PLANS±7/16" CARRIAGE BOLT. LENGTH ASREQUIRED.2" SQ x 1/2" THICK RUBBER WASHERST & B.FOR ADDITIONAL INFORMATION SEE DETAILSPECIFIED T.P.O. SYSTEM O/ ROOFFRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS; FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )FOR ADDITIONAL INFORMATION SEE DETAIL4-SLOPE22 GAUGE GSM COUNTER FLASHING.FIELD VERIFY DIMENSIONS ANDCONDITIONS. SHOP FABRICATE ANDSOLDER ALL SEAMS.STAINLESS STEEL DRAW BANDGSM "COPING" FLASHING O/ BUILT-UPROOFING BASE SHEET ASPRESCRIBED BY SPECIFIED BUILT-UPROOFING MANUF. SUBSTRATE TOSLOPE 1" : 1'-0", AWAY FROM VENTPENETRATIONT.P.O. SYSTEM O/ PLYWOODSHEATHING AND PARAPET WALL -INSTALL PER MANUF. SPECS.TRASH CHUTE VENTFIRE BARRIER AT SHAFT, SEEBUILDING PLAN FOR FIRE RATINGSEALANT TO BE APPLIED AROUNDAND BETWEEN TRASH CHUTE VENTAND TOP OF COUNTER FLASHINGSUBSTRATE SLOPE1" : 12"4-WIRE MESH SCREEN OVER VENTOPENINGSTAINLESS STEEL SCREWS WITHWATERTIGHT WASHERSINSULATED CONDENSER LINESGSM "COPING" FLASHING3A-D61CUT OPENING 1/2" WIDER THANCONDENSER LINESPECIFIED T.P.O. ROOFING SYSTEMSEAL WITH ROOFING MANUF.RECOMMENDED ROOFING CEMENTVE <br />R <br />I <br />F <br />Y SLOPE2 : 1TPO CLAD "HOOD" FLASHING,WEATHER BOARD LAP WITH TPOROOFING MEMBRANEOPENING SHALL BE 2" LARGER THANCONDENSER LINESLOPE1" : 1'-0"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 SPECIFIED www.bilco.comCRICKET SLOPE1/4" : 12"HATCHOPENING CRICKET SLOPE1/4" : 12"HATCHDOORCRICKET REQUIRED AT HIGHSIDE OF ROOF PLATFORM IFWIDTH IS GREATER THAN 30"WHEN INSTALLED ON A SLOPE, THEHINGE SIDE MUST RUN PARALLELWITH THE SLOPE. IF SLOPE EXCEEDS30°, ADVISE FACTORY FORMODIFICATION.SPECIFIED T.P.O. ROOFING SYSTEM O/CONTINUOUS CANT. INSTALLED PERMANUFACTURER'S SPECIFICATIONS.FRAMING, BLOCKING, ROOF TRUSSAND SHEATHING PER STRUCTURALPLANSBIL-CLIP FLASHING SYSTEMBILCO SINGLE LEAF ROOF ACCESSHATCH TYPE F-50T OR APPROVEDEQUAL. 4' x 4' UNLESS NOTEDOTHERWISEROOF DRAIN LOCATION PER PLANCRICKET SLOPE CONSTANT AT 1/4" : 12"ROOF SUBSTRATE SLOPEFLOW LINE ANGLE MIN.1/4" : 12"45°3/8" : 12"33.5°1/2" : 12"26.5°3/4" : 12"18.5°FLOW LINE ANGLE MIN. SEE TABLEABOVECRICKET <br /> FLOW <br /> L <br />INECRICKETSLOPE 1/4" : 12"ROOF SUBSTRATE <br />SLOPE PER TABLECRICKETSLOPE 1/4" : 12"ROOF FRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS, FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN ( 1/4" : 12" MINIMUM )SPECIFIED T.P.O. ROOFING SYSTEMROOF SUBSTRATESLOPE PER TABLESECTION AA <br />-CRICKET, SLOPE 1/4" : 12"PARAPET WALLPLAN:CRICKET AT WALLCRICKET <br />SLOPE <br />1/4" : 12" <br />ROOF SUBSTRATE <br />SLOPE PER TABLECRICKETSLOPE1/4" : 12"CRICKET TO BE INSTALLED ON RIDGESIDE OF ANY CHIMNEY ORPENETRATION GREATER THAN 30" ASMEASURED PERPENDICULAR TO THEROOF SLOPEGREATER THAN 1'-8"PLAN:CRICKET AT ROOF PENETRATIONCHIMNEY OR ROOF PENETRATIONPARAPET WALL16-CRICKET FLOW LINECRICKET FLOW LINECRICKETSLOPE 1/4" : 12"PER PLANSLOPEPER PLANTROUGH2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLESSPECIFIED T.P.O. SYSTEM O/ ROOFFRAMING AND SHEATHING PERSTRUCTURAL DRAWINGS; FRAMINGAND PLYWOOD SUBSTRATE TO SLOPEAS SHOWN ON ARCHITECTURAL ROOFPLAN (1/4" : 1'-0" MINIMUM )SLOPEPER PLANTRUSSES BY OTHERS2X BLOCKINGPER STRUCTURALFOR ADDITIONAL INFORMATION SEE DETAIL4-TROUGHPER STRUCTURAL OR <br />RECOMMENDED BY ROOFING MANUF.2" SQUARE G90 GALVANIZEDUNI-STRUT RAILS, TYPICAL. RAILSCENTERED ON COMPRESSORMOUNTING HOLESSUPPORT POSTPER STRUCTSPECIFIED BUILT-UP ROOFINGSYSTEM O/ ROOF FRAMING ANDSHEATHING PER STRUCTURALDRAWINGS; FRAMING AND PLYWOODSUBSTRATE TO SLOPE AS SHOWN ONARCHITECTURAL ROOF PLAN (1/4" :1'-0" MINIMUM )SLOPEPER PLANSTEEL PLATEPER STRUCTTRUSSES BY OTHERS2X BLOCKINGPER STRUCTURAL24 GA. G.S.M. DRIP EDGEFLASHINGEXTERIOR PLASTERS.A.F.CASING BEADGUTTERCORRIDORUNITSLOPE TO DRAIN PER PLANSROOF FRAMING PERSTRUCTURAL DRAWINGSNON-COMBUSTIBLE FRAMINGUNISTRUT SYSTEMVERIFY ATTACHMENTREQUIREMENTS WITHSTRUCTURAL - PROVIDEFLASHING/WATER PROOFING ATROOF PENETRATION1'-6"15-TPO ROOFINGROOF BD. PER TPO MANUF.LAP OVER WALL PERMANUF.TPO ROOFINGROOF BD. PER TPO MANUF.TPO ROOFINGFLOW LINE MINIMUM ANGLE, SEETABLE ABOVESTRIP FLASHING, 5 COURSEAPPLICATIONTAPERED EDGE STRIPBASE SHEET EMBEDDED IN HOTASPHALT, TURN DOWN FACE OFBLOCKING, DO NOT ADHERE TOFACE OF BLOCKINGCONTINUOUSCLEAT24 GA. G.S.M.GRAVEL STOP.PRIME BOTH SIDES,SET IN CONT. 1/8"THICK BED OFPLASTIC ROOFINGCEMENT, FASTENAT 4" O.C. IN 2STAGGERED ROWSEXTERIOR PLASTERS.A.F.CASING BEADASPHALTCOMPATIBLESEALANT AT ROOFTERMINATION7 1/4" MAX.3" DIA. VENT HOLESAT 30" O.C. TO VENTSPACE BETWEENJOISTSSLOPEPER PLANTAPERED 2X STRIPPINGPERPENDICULAR TOTRUSSES FOR SLOPES UP TO2X8 HIGHSLOPEPER PLANROOF FRAMING PERSTRUCTURALSLOPEPER PLANWHERE CRICKET EXCEEDS 2X8 HIGH USE2X4'S AT 24" ON CENTER SUPPORTED BYCRIPPLE WALLS AT 6 FEET ON CENTER.CRIPPLE WALLS MUST BE LOCATED OVERA ROOF TRUSS.3" CLEARR-30 BATTNOTE: AREA SEPARATION WALLS MUST EXTEND THROUGHSUPERCRICKET. PRIMARY ROOF SHEATHING MUST RUN THROUGH. FIRERETARDANT PLYWOOD SHEATHING ON BOTH SIDES OF THE FIREWALL,4' U.N.O. , SEE ROOF PLAN.PARAPET WALL4AD-61.0ATTIC VENTGSM GUTTERGSM DOWNSPOUTSPECIFIED T.P.O.ROOFING SYSTEMSLOPE1/2" : 1'-0"FOR INFORMATION NOT SHOWN SEE DETAIL19-SPECIFIED T.P.O.ROOFING SYSTEMSLOPE1/2" : 1'-0"2'-7 3/4"1'-3 11/16"1'-2 3/16"EQEQ3" x 1/150 = XX = 450 SQ IN450 SQ IN / 14.187" = 31.75"THEREFORE,PROVIDE 3" DIAMETER HOLES AT 30" O.C.1 1/2" <br />MIN <br />TPO ROOFING DETAILSAD-61.1UNISTRUT / ROOF TROUGHEAVE AT HIGH ROOFTRANSITION AT STEP9CONDENSER LINE FLASHING12TRASH CHUTE VENT CAP10ROOF HATCHROOF CRICKETS1215843UNISTRUT @ ROOF TROUGHUNISTRUT SUPPORT13DURA BLOCKCCOPYRIGHTIt 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 A1618OVERFRAMED CRICKETSALTERNATING TREAD DEVICE1923PARAPET COPING EDGEGUTTER @ PARAPET COPING06-21-23