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PLYWOOD LAYER OVER WOOD-FRAMED ROOF STRUCTURE - <br />SLOPE TO DRAIN 1/2" PER FOOT <br />PLAN <br />T.O. ROOF <br />SHEATHING2".3". 3".1 1/2".2".1'-2". 1'-8". 1'-2". <br />3".4'-0". 3".3".2'-0".3".ROOF DRAIN ASSEMBLY <br />PROVIDE ROOFING <br />PLYWOOD PER STRUCT. <br />OVERFLOW ROOF DRAIN ASSEMBLY <br />WOOD BLOCKING AS NECESSARY FOR ADEQUATE STRUCTURAL <br />SUPPORT <br />BUILT-UP ROOFING <br />PAN FLASHING -SECURE <br />OUTSIDE SUMP <br />W/ FLUSH HEAD SCREWS <br />SEE STRUCT. DWGS FOR <br />PLYWOOD INFO <br />NOTE: SEE PLUMBING <br />DRAWINGS <br />FOR ADDITIONAL <br />INFORMATION <br />PAN FLASHING -SECURE OUTSIDE SUMP W/ <br />FLUSH HEAD SCREWS <br />DRAIN BODY FABRIC FLASHING PER WP <br />DOCUMENTS -COVER W/ PROTECTION COAT <br />MATERIALS <br />DRAIN RECEIVER <br />-SECURE @ 4" O.C. W/ FLUSH HEAD <br />SCREWS <br />BUILT-UP ROOFING <br />NOTES: <br />1.STEEL CLAMPING RINGS MUST BE USED ON ALL ROOF AND OVERFLOW DRAINS. <br />2.IF THE DRAIN SUMP IS RECESSED BELOW THE DECK MORE THAN FOUR INCHES, <br />PLYWOOD OR WOOD CANT STRIP SHALL BE INSTALLED TO MEET FLUSH WITH THE TOP <br />OF THE SUMP. <br />THE PLYWOOD CANT SHALL BE INSTALLED AT A 45 DEGREE ANGLE, WITH THE TOP AND <br />BOTTOM EDGES MITERED TO FIT FLUSH WITH THE SUBSTRATE. <br />3.AFTER COMPLETE INSTALLATION OF THE ROOF SYSTEM, CONTRACTOR SHALL <br />INSPECT AND <br />TEST ALL ROOF DRAINS TO ASSURE THAT NO CLOGGING OF THE DRAINAGE SYSTEM IS <br />PRESENT. THE ROOF DRAIN LEADER SHOULD BE IN SUCH CONDITION THAT THE FULL <br />DIAMETER OF THE DRAIN LEADER IS CLEAR. <br />HEAT VENT PIPE <br />8" .ELASTOMERIC SEALANT <br />24 GA. G.I. PIPE FLASHING -SET <br />FLANGE INTO A FULL BED OF ROOF <br />CEMENT OVER SPECIFIED FELTS. <br />NAILS AT 4" O.C., STAGGERED <br />ROOF CEMENT WITH ALUMINUM COATING <br />FLASHING ASSEMBLY <br />BUILT-UP ROOFING ASSEMBLY - <br />REFER TO W.P. PLANS FROM <br />INFOMATION <br />SUBSTRATE <br />STAINLESS STEEL SCREW CLAMP <br />24 GA. G.I. UMBRELLA HOODNOTES: <br />1. SURFACES TO RECEIVE SEAL TAPE SHALL BE THOROUGHLY CLEAN AND DRY <br />2. ALL SEAMS ARE TO BE LEAD SOLDERED <br />3. USE 3/8" HEAD NAILS, SPACED AT 4" O.C. AND STAGGERED FOR SECUREMENT OF <br />METAL FLANGE TO PLYWOOD DECK. <br />4" . <br />FRONT VIEW -NTS <br />MIN. CLEAR <br />2' - 0" <br />ALL SEAMS SHALL HAVE <br />A <br />CONTINUOUS WELD <br />AT FLANGEISOMETRIC VIEW -NTS <br />LAP UPPER AND LOWER <br />HALVES <br />WITH TOP HALF ON <br />OUTSIDE <br />24 GA. GALV SHEET METAL <br />MULTIPLE PIPE ENCLOSURE <br />-SET FLANGE IN ROOF <br />CEMENT <br />OVER INTERPLY FELTS AND <br />FASTEN TO DECK USING <br />3/8" HEAD NAILS <br />STAGGERED AT 3" O.C. <br />SHEET METAL <br />SCREWS -MINIMUM 2 <br />PER SIDE <br />ROOF CEMENT WITH <br />ALUMINUM COATING <br />SPECIFIED FLASHING <br />ASSEMBLY <br />ROOFING MEMBRANE <br />SUBSTRATE <br />HIGH-LOW COMBUSTION <br />VENTS FROM MULTIPLE LEVELS <br />B-VENT <br />MIN.0' - 8"0' - 6"0' - 4 3/256" <br />BALLOON FRAME PARAPET WALLS <br />AT PERMETER PER STRUCT. DWGS. <br />SLOPE <br />GALV. SHEET METAL PARAPET CAP <br />ROOF FRAMING PER <br />STRUCTURAL <br />6" STRIP OF MOISTSTOP PAPER LAP <br />SHINGLE STYLE WITH BUILDING PAPER <br />EACH SIDE OF PAPAPET <br />EXTERIOR PLASTER OVER BUILDING <br />PAPER AND METAL LATH OR OTHER <br />EXT. FINISH PER ELEVATIONS <br />T.O.P. <br />EXTERIOR CEMENT PLASTER <br />OVER PAPER BACKED METAL LATH. <br />LAP BLDG. PAPER O/ PLASTER <br />SCREED <br />PARAPET FRAMING PER <br />STRUCTURAL <br />SLOPE <br />CONTINUE ROOFING TO TERMINATE <br />UNDER PARAPET COPING <br />5/8" TYPE "X" GYSPSUM SHEATHING <br />FASTENER PER MFGR. <br />NOTE: <br />WHERE PARAPET HEIGHT EXCEEDS <br />MFGR'S. SPECIFICATIONS, <br />TRANSITION TO EXT. CEMENT <br />PLASTER W/ VERT. CONTROL JOINTS <br />@ 12'-0" O.C. <br />HOT AIR WELED <br />2% SLOPE <br />6 1/8" <br />24 GA. G.I. COPING. LAP JOINTS 6" AND SEAL <br />SPLICE PER WP DOCS. PAINT TO MATCH <br />ADJACENT FINISH <br />40 MIL HIGH TEMP SELF-ADHERED <br />MEMBRANE <br />3 COAT EXT. CEMENT PLASTER & LATH O/ <br />WRB <br />BUILT-UP ROOFING <br />EMBED FASTENER IN SEALANT BED ABOVE <br />AND BENEATH COPING <br />NOTE: <br />WHERE PARAPET HEIGHT EXCEEDS MFGR'S. <br />SPECIFICATIONS, TRANSITION TO EXT. <br />CEMENT PLASTER W/ VERT. CONTROL <br />JOINTS @ 12'-0" O.C.0' - 2"2-PIECE "SPRING-LOK" TYPE <br />PLASTER REGLET <br />3-COAT EXT. CEMENT PLASTER AND <br />LATH O/ 2 LAYERS TYPE "D" BLDG. <br />PAPER -LAP PAPER O/ SCREED <br />DRIP SCREED <br />PLYWOOD SHEATHING PER <br />STRUCTURAL <br />WALL FRAMING & SUBSTRATE PER <br />PLANS. (WOOD SHEATHING SHOWN)0' - 8" MIN.NOTE: WHERE PARAPET HEIGHT <br />EXCEEDS MFGR'S. SPECIFICATIONS, <br />TRANSITION TO EXT. CEMENT <br />PLASTER W/ VERT. CONTROL <br />JOINTS @ 12'-0" O.C. <br />BUILT-UP ROOFING <br />CONDENSER UNIT PER <br />MECHANICAL DWGS <br />ROOFING ASSEMBLY PER WP <br />DRAWINGS. SEAL PENETRATIONS <br />TRIPLE TWO-BY BLOCKING BENEATH <br />MOUNTING SLEEPERS, RIP TO <br />SLOPE,TYP. <br />22 GA. GALV METAL FLASHING CAP <br />EQUIPMENT MOUNTING FRAME <br />& ISOLATORS PER MECH. <br />1/2" EXT. GRADE PLYWOOD <br />DIRECTLY BENEATH MECH. PAD <br />1/2" PLYWOOD <br />2" SQ. GALV. UNI-STRUT MOUNTING <br />RAIL <br />2"2X4 FRAMING <br />12' MIN.4" MIN.8" MIN.DAVIT, INSTALLED BY OTHERS <br />COMPATIBLE SEALANT WITH BOND <br />BREAKER IN "V" CONTINUOUS <br />ALONG PERIMETER, SLOPE FILLET <br />TO DRAIN <br />SINGLE PLY SKIRT, FULLY WELDED; <br />FULLY EMBEDDED IN SEALANT; <br />FASTEN WITH STAINLESS STEEL <br />HOSE CLAMP AND STAINLESS <br />STEEL FASTENER <br />TAPERED EDGE STRIP <br />SINGLE PLY <br />ROOFING SYSTEM <br />SHEATHING AND <br />FRAMING PER PLAN <br />STAINLESS STEEL <br />CLAMP AND <br />FASTENER <br />SEALANT TAPE <br />FASTEN PER <br />MANUFACTURER <br />PRE- <br />MANUFACTURED <br />FLASHING BOOT <br />CONTINUOUS <br />HEAT WELD <br />SEAL PER <br />MANUFACTURER <br />ADJUSTABLE <br />PEDESTAL <br />TOP OF FINISH <br />FLOOR AT UNITS <br />UNIT <br />ROOF TOP <br />TERRACE <br />ROOF DECK PAVERS - <br />SIZE AND TYPE PER <br />LANDSCAPE DRAWINGS <br />SLOPE <br />TO DRAIN <br />WATERPROOFING PER <br />BUILDING ENVELOPE <br />DRAWINGS <br />ROOF DRAIN <br />ASSEMBLY1HR RATED ROOFALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.Job No.: <br />Drawn: <br />Checked: <br />BID Date:411 EAST HUNTINGTON DRIVESUITE 308ARCADIA, CALIFORNIA 91006PHN: (626) 446-5300TAG design worksSHEET # <br />SHEET TITLE:200 N. CABRILLO, SANTA ANA, CA 92701ARCHITECT:PROJECT ADDRESS:THE MADISON3/28/2022 DD SET <br />4/22/2022 100% DD <br />1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022 Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt <br />ROOF <br />DETAILS, <br />DRAINS, <br />SCUPPERS <br />A7.913/4" = 1'-0"1ROOF DRAIN <br />3" = 1'-0"4VENT AT ROOF <br />1" = 1'-0"5MULTIPLE PIPE PENETRATIONS <br />1 1/2" = 1'-0"7PARAPET W/COPING <br />3" = 1'-0"8PARAPET / WALL BASE <br />3" = 1'-0"10PARAPET COPING, TYP. <br />3" = 1'-0"11 <br />ROOFING TERMINATION @ <br />PLASTER1 <br />1 1/2" = 1'-0"17MECHANICAL EQUIPMENT PLATFORM <br />3" = 1'-0"18FALL PROTECTION ANCHOR <br />1 1/2" = 1'-0"19DRAIN AT ROOF PAVERS <br />Date Issues / Revisions: <br />  <br />  <br />City Council 29 – 139 11/19/2024