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NOTES: <br />1. REFER TO STRUCTURAL DRAWINGS FOR <br />FRAMING OF CRICKET OVER ROOF SHEATHING <br />2. INSTALL COUNTERFLASHING IS LESS THAN 2" <br />WIDE OR WHERE COUNTERFLASHING CANNOT BE <br />REMOVED FOR BASE FLASHING INSTALLATION. <br />3. CURB SHALL BE CONSTRUCTED AS NECESSARY <br />TO EXTEND 8" MIN. ABOVE CRICKET. <br />4. VALLEYS SLOPE AT 3/8: PER FOOR MIN. <br />5. CONTRACTOR SHALL HIRE WATERPROOFING <br />CONSULTANT AND SHALL SET UP A JOBSITE <br />MEETING WITH W.P. CONSULTANT + ROOFER + <br />ARCHITECT & FLASHING CONSULTANT TO GO <br />OVER THE ENTIRE W.P. SYSTEM, DETAILS AND <br />PROCEDURES, METHODS, SPECS TO BE <br />INSTALLED / USED FOR THE COMPLETE PROJECT. <br />NOTIFY ARCH & CLIENT OF MEETING ON SITE. <br />BUILT-UP ROOFING <br />TAPERED EDGE STRIP TO <br />CREATE SMOOTH FLUSH <br />TRANSITION (6" WIDTH) <br />ROOF SHEATHING <br />CAVITY INSULATION @ 60" O.C., REQUIRED <br />IF CAVITY IS GREATER THAN 6" IN HEIGHT. <br />ROOFING SYSTEM W/ CRICKET SHEATHING <br />2X BLOCKING TOENAIL TO SLEEPERS <br />2X @ 24" O.C. TOENAIL TO FRM'G <br />ROOF SHEATHING -SEE STRUCTURAL DWGS. <br />2X SLEEPERS @ 48" O.C. <br />ROOF FRAMING PER STRUCTURAL DWGS. <br />NOTE: <br />SEE WALL DETAIL FOR <br />COUNTERFLASHING CROSSFLOW <br />2X RIDGE <br />2X BLOCKING <br />CRICKET TO BE FABRICATED IN <br />STICT ACCORDANCE W/ <br />S.M.A.C.N.A. SPECS. PLATE 62 <br />SLOPE CRICKET TO ALLOW 1/4"= <br />1'-0" PROVIDE SOLID SHEATHING <br />SHEET METAL UNDER CRICKET. <br />2% MIN. SLOPE TO DRAINS <br />PE <br />R <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />PE <br />R <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />12" <br />3/8" MIN. <br />NOTE: <br />PROVIDE OVERFLOW 2" ABOVE DRAIN PER CBC 2022 SECTION ROOF <br />DRAINAGE & CBC PLUMBING CODE. OVERFLOW & WATER FLOW TO BE <br />VISIBLE TO BUILDING OCCUPANTS AT REAR DECKS OR ENTRY PATIO / <br />ENTRY AREAS. SCUPPERS SHALL NOT HAVE AN OPENING DIMENSION <br />LESS THAN 4". THE FLOW THROUGH THE PRIMARY DRAIN SHALL BE <br />CONSIDERED WHEN LOCATING AND SIZING ROOF SCUPPERS. <br />ALL EXPOSED SHEET METALS TO BE <br />PAINTED G.I. ON EXTERIOR OF <br />BUILDING. <br />RE <br />F <br />E <br />R <br /> <br />T <br />O <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br />0' <br /> <br />- <br /> <br />4 <br />" <br />0' <br /> <br />- <br /> <br />0 <br /> <br />5 <br />/ <br />8 <br />" <br />VARIES <br />0' <br /> <br />- <br /> <br />3 <br /> <br />1 <br />/ <br />2 <br />" <br />REFER TO 3/A-7.2 FOR WOOD IPE OR <br />HARDIE FINISH. SEE EXT ELEVATIONS <br />FOR MATERIAL / REFERENCE. <br />SLOPE <br />METAL COPING <br />(2) LAYERS SELF <br />ADHESIVE W/P. <br />MEMBRANE, BOTTOM <br />LAYER LAP DOWN 4" <br />LATH AND 3-COAT <br />PLASTER SYSTEM <br />1/2" CDX PLYWOOD <br />SHEATHING <br />CAP SHEET SET INTO <br />HOT ASPHALT <br />4" FIBER CANT STRIP <br />3-PLY ROOF SYSTEM <br />W/CAP SHEET SEE ROOF <br />PLAN FOR ROOFING <br />SPECIFICATION. <br />CRICKET SHEATHING AS <br />OCCURS W/ 2X BLOCKING <br />2% MIN. SLOPE TO DRAINS <br />HEIGHT <br />SEE ELEV'S <br />SEE ROOF <br />PLANS <br />T.O. ROOF <br />SHEATHING <br />2X PARAPET FRM'G, SEE <br />STRUCTURAL PLANS FOR FRAMING <br />CAP SHEET SET INTO HOT ASPHALT <br />W.P. MEMBRANE LAP FLASHING <br />COLLAR <br />SEALANT & BACKER ROD EACH SIDE <br />CONDUCTOR HEAD <br />8"X6" SCUPPER AT ALL ROOF <br />CONDITIONS. <br />OVERFLOW BEYOND <br />SCUPPER W/ NEOPRENE STRIP <br />ROFING SYSTEM - CAP SHEET W/ <br />SCUPPER,3 PLIES BELOW NEOPRENE <br />CRICKET SHEATHING W/ 2X BLOCKING <br />DOWNSPOUT -SEE SECTION <br />NOTES FOR MORE INFO. <br />OMIT @ OVERFLOW <br />5/8" TYPE "X" GYPSUM WALL BOARD. <br />REFER TO 3/A-7.2 FOR WOOD IPE OR <br />HARDIE FINISH. SEE EXT ELEVATIONS FOR <br />MATERIAL / REFERENCE. <br />NOTE: <br />PROVIDE OVERFLOW 2" ABOVE DRAIN PER CBC <br />2022 SECTION ROOF DRAINAGE & CBC PLUMBING <br />CODE. OVERFLOW & WATERFLOW TO BE VISIBLE <br />TO BUILDING OCCUPANTS AR REAR DECKS OR <br />ENTRY PATIO OR ENTRY AREAS. SCUPPERS SHALL <br />NOT HAVE AN OPENING DIMENSION LESS THAN 4". <br />THE FLOW THROUGH THE PRIMARY DRAIN SHALL <br />BE CONSIDERED WHEN LOCATING AND SIZING <br />ROOF SCUPPERS. <br />ALL EXPOOSED SHEET METALS <br />TO BE PAINTE G.I. ON EXTERIOR <br />OF BUILDING <br />2% MIN. SLOPE TO DRAINS <br />SLOPE <br />SLOPE <br />(2) LAYERS OF BUILDING PAPER <br />W/ FULL METAL FLASHING <br />0' <br /> <br />- <br /> <br />6 <br />" <br />0' <br /> <br />- <br /> <br />3 <br />" <br />0' - 1 1/2" <br />PROVIDE BID ALTERNATE FOR <br />ARCHITECT & CLIENT REVIEW AT <br />THROUGH WALL "HIDDEN <br />DOWNSPOUT" OPTION IN LIEU OF <br />THROUGH PARAPET & <br />DOWNSPOUT. OVERFLOWS TO <br />DISCHARGE PER 2022 CBC CODE 8" MIN. <br />8" MIN. <br />7/8" EXTERIOR PLASTER W/ (2) LAYERS OF BUILDING PAPER UNDER. <br />VERTICAL WALLS SEE ELEVATIONS FOR FINISH. SEE SPECIFICATIONS. <br />ROOF UNDERLAYMENT TO RUN 6" UP <br />VERTICAL SURFACE <br />2x STUD WALL. SIZE AND SPACING PER STRUCTURAL ENGINEER'S DRAWINGS. <br />SEE STRUCTURAL FOR SHEAR WALL INFORMATION. <br />2 X 6 BLOCKING <br />COUNTERFLASHING OVER ROOF UNDERLAYMENT. SEE SPECIFICATIONS. <br />2 x CRICKET AS OCCURS. REFER TO ROOF PLAN <br />EXTERIOR PLYWOOD, TYPICAL THROUGHOUT <br />ALL EXPOSED SHEET METALS <br />TO BE COPPER ON EXTERIOR <br />OF BUILDING <br />3-PLY ROOF SYSTEM W/CAP SHEET SEE <br />ROOF PLAN FOR ROOFING <br />SPECIFICATION. <br />CAP SHEET SET <br />INTO HOT ASPHALT <br />4" FIBER CANT STRIP <br />CRICKET SHEATHING AS <br />OCCURS W/ 2X BLOCKING <br />R.R. REFER TO STRUCTURAL <br />2% MIN. SLOPE <br />TO DRAINS <br />ROOF CANT 73" = 1'-0" <br />Clg. Height <br />10' -0" <br />SHEAR BLOCKING PER TRUSS ENG. <br />(3) END NAIL <br />STRUCTURAL NOTE: <br />• REFER TO STRUCTURAL FOR ALL FRAMING, <br />DETAILING & ANCHORING. <br />STEEL BEAM PER STRUCTURAL <br />TRUSS BLOCKING PER TRUSS PLANS <br />2x BLOCKING WITH END NAILING <br />PARAPET PER TRUSS PLANS <br />PROPOSED ROOF TRUSSES SEE <br />STRUC <br />REFER TO TRUSS PLANS FOR SPAN <br />& DIRECTION <br />PLYWOOD ROOF DECK <br />3-5/8"x20GA. CONT. LEDGER CHANNEL <br />W/ (3) 1/4"x3" METAL 'TEK' SCREWS @ <br />16" O.C. <br />3-5/8"x20GA. METAL C.J. @ 24" O.C., <br />"CEMCO" OR EQUAL <br />(SR-4943P) <br />5/8" GYPSUM WALLBOARD <br />10'-0" CEILING HEIGHT <br />SEE PLAN FOR WINDOW OR WALL <br />LOCATION. COORDINATE IN THE <br />FIELD <br />3-5/8"x20GA. CONT. LEDGER CHANNEL <br />W/ (3) 1/4"x3" METAL 'TEK' SCREWS @ <br />16" O.C. <br />9'-0" CEILING HEIGHT <br />3" = 1'-0"2 PARAPET @ ROOF DETAIL <br />3" = 1'-0"3 PARAPET & SCUPPER @ ROOF DETAIL <br />3" = 1'-0"1 ROOF CRICKET <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />NOVUM <br />A R C H I T E C T U R E, Inc <br />www.novumarchitecture.com <br />OFFICES: SOUTH BAY / ORANGE COUNTY <br />116 S CATALINA AVE. STE. 122, <br />REDONDO BEACH, CA 90277 <br />TEL: 310-383-1827 / 310-709-4476 <br />N <br />DARIAN <br />RADAC <br />NO. C-33451 <br />RENEWAL DATE <br />LICENSED <br />STA <br />OE <br />CETIHCRA <br />T <br />T <br />F <br />INR <br />I O <br />CALF <br />A2-28-2025 <br />Darian Radac <br />As indicated <br />A-022 <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />Checker <br />Author <br />9-03-2024 <br />tom's2023 <br />Ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />D <br />e <br />t <br />a <br />i <br />l <br />s <br />Mr <br />. <br /> <br />S <br />p <br />i <br />r <br />o <br />s <br /> <br />P <br />o <br />l <br />i <br />t <br />i <br />s <br />No. Description Date <br />3" = 1'-0"4 ROOF CANT <br />1" = 1'-0"6 DROP DOWN CEILING SOFIT DETAIL <br />1430 E Edinger Ave <br />3/27/2025