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CLASS "A" COMPOSITION <br />ASPHALT SHINGLES, UL 790 <br />UNDERLAYMENT <br />2X ROOF FRAMING - REFER <br />TO STRUCTURAL DRAWINGS <br />ADDITIONAL STRIP OF <br />UNDERLAYMENT CENTERED <br />ON RIDGE/ HIP <br />RIDGE SHINGLE <br />1/2" ROOF SHEATHING <br />NOTE: REFER TO MANUFACTURER'S <br />SPECIFICATIONS FOR INSTALLATION <br />OF ASPHALT SHINGLES <br />1/2" DUROCK CEMENT <br />BOARD, INTERIOR SIDE <br />15/32" PLYWOOD <br />5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS, <br />FIBERROCK AQUA-TOUGH EXTERIOR SHEATHING OR <br />SECUROCK GLASS-MAT SHEATHING <br />BATT INSULATION PER T-24 <br />2x WOOD STUD 16" O.C. <br />TEST NUMBER: UL DES U303 <br />5- <br />1 <br />/ <br />8 <br />" <br />WT. 9PSF <br />EXTERIOR <br />INTERIOR <br />FOR COORDINATING ROOF TILE MANUFACTURERS, INSTALLATION INSTRUCTIONS, TECHNICAL BULLETINS & <br />SPECIFIC INFORMATION REGARDING RAIN, SNOW, HIGH-VELOCITY WIND OR WILDLAND URBAN INTERFACE <br />(WUI) APPLICATIONS, PLEASE CONTACT O'HAGIN TOLL FREE AT 877/324-0444 OR WWW.OHAGIN.COM <br />O'HAGIN VENTS ARE MANUFACTURED USING: <br />- PRE-PAINTED GALVANIZED 26 GAUGE G90 <br />- GALVANIZED 26 GAUGE G90 <br />- ALUMINUM .032 <br />- COPPER 16 OZ <br />- STAINLESS-STEEL INTERIOR MATRIX (WEATHERMASTER, WEATHERMASTER HD, <br />FIRE & ICE ONLY) <br />TAPERED, LOW-PROFILE VENT FOR COMPOSITION SHINGLE, SLATE & SHAKE ROOFS <br />O'HAGIN'S TAPERED, LOW-PROFILE <br />VENT <br />(STANDARD FLANGE) <br />DIVERTERS <br />LOCALLY-APPROVED <br />SEALANT <br />ROOF DECK <br />COMPOSITION <br />SHINGLES <br />WIRE MESH <br />O'HAGIN'S TAPERED, LOW-PROFILE VENT <br />(STANDARD FLANGE) <br />LOCALLY-APPROVED <br />UNDERLAYMENT <br />TOP TRACK WITH .145 DIA. x 1 1/4" POWDER <br />DRIVEN FASTENER AT 24" <br />0.C. PER ICC-ESR 1799 <br />STRUT AND (4) BRACE WIRES <br />0° TO 45° TYP. <br />5/8" GYP. BD. EACH SIDE OVER <br />METAL STUDS <br />CEILING WALL ANGLE <br />WOOD STUDS <br />(E) SUSPENDED ACOUSTICAL <br />CEILING TO REMAIN <br />ARMSTRONG SEISMIC JOINT CLIP <br />WORK WITH ARMSTRONG 15"/16" <br />AND 9"/16" GRID SYSTEMS. <br />(PRELUDE, SUPRAFINE AND <br />SILHOUETTE. <br />SEISMIC JOINT CLIP <br />TWO PIECE UNIT W/ <br />SLOTS <br />HORIZONTAL SEISMIC SLOT <br />VERTICAL POSITIONING STAMP <br />NOTE: <br />SUSPENSION CEILING SYSTEM TO <br />BE INSTALLED IN ACCORDANCE <br />WITH ASTM C636 AND ASTM <br />E580 PER CBC 808.1 <br />MAIN T <br />ACOUSTIC TILE <br />TENSION WIRE (ENSURE <br />TWISTS ARE TIGHT.) <br />EYELIT SCREW <br />EXISTING CEILING <br />RAFTER <br />WHEN HEAVY-DUTY <br />CEILING SYSTEMS ARE <br />USED, SUPPLEMENTAL <br />HANGERS ARE NOT <br />REQUIRED IF A 48" <br />MODULAR HANGER <br />PATTERN IS FOLLOWED. <br />TWO (2) NO. 12 GAUGE WIRES <br />MUST BE SECURED FROM LIGHT & <br />MECHANICAL FIXTURES AT <br />OPPOSING CORNERS ALONG THE <br />FIXTURE'S DIAGONAL. WIRES MAY BE <br />SLACK. <br />CEILING GRID <br />SUSPENDED <br />LIGHT FIXTURE <br />(LESS THAN 56 LBS.) <br />HEAVY-DUTY CEILING <br />SYSTEMS <br />LATERAL FORCE BRACING MEMBERS MUST <br />BE SPACED A MINIMUM OF 6" FROM ALL <br />HORIZONTAL PIPING OR DUCT WORK THAT <br />IS NOT PROVIDED <br />WITH BRACING RESTRAINTS FOR <br />HORIZ. FORCES. BRACING WIRES <br />MUST BE ATTACHED TO THE GRID <br />AND TO THE STRUCTURE IN SUCH A <br />MANNER THAT THEY CAN SUPPORT A <br />DESIGN LOAD OF NOT LESS THAN 200 <br />POUNDS OR THE ACTUAL LOADS, <br />WHICHEVER IS GREATER, WITH A SAFETY <br />FACTOR OF 2. <br />PROVIDE MINIMUM OF 2 SCREWS <br />AT OPPOSITE CORNERS OF <br />SUPPORT WIRES, OR SCREW ON <br />T-BAR SAFETY CLIPS AT SIDES <br />OR ENDS. <br />NOTE: <br />SUSPENSION CEILING SYSTEM TO BE <br />INSTALLED IN ACCORDANCE WITH ASTM <br />C635 AND ASTM C636I PER CBC <br />808.1 <br />1/2" <br />2X ROOF FRAMING - REFER <br />TO STRUCTURAL DRAWINGS <br />(N) WOOD FASCIA <br />UNDERLAYMENT <br />STARTER BOARD <br />1/2" ROOF SHEATHING <br />CORROSION RESISTANT METAL <br />FLASHING W/ DRIP EDGE <br />5/8" TYPE "X" GYPSUM BOARD <br />(N) JAMES HARDIE PLANK BOARD <br />WHERE OCCURS <br />INSULATION <br />5/8" TYPE "X" GYPSUM BOARD <br />CLASS "A" COMPOSITION <br />ASPHALT SHINGLES, UL 790 <br />NOTE: REFER TO MANUFACTURER'S <br />SPECIFICATIONS FOR INSTALLATION <br />OF ASPHALT SHINGLES <br />1/2" PLY. SHEATHING <br />CAULK <br />MI <br />N <br />. <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />O <br />V <br />E <br />R <br />L <br />A <br />P <br />2X FRAMING <br />(N) 2x4 BLOCK <br />1/2" PLY. SHEATHING <br />5/8" TYPE "X" GYPSUM BOARD <br />WATERPROOF MEMBRANE <br />ASPHALT SHINGLES <br />36'' WIDE SWEAT SHEET <br />ROOF FRAMING - REFER TO <br />STRUCTURAL DRAWINGS <br />UNDERLAYMENT <br />ROOF SHEATHING <br />CORROSION RESISTANT METAL <br />VALLEY FLASHING W/ STANDING <br />SEAM SPLASH <br />MFR. <br />PER <br />NOTE: REFER TO MANUFACTURER'S <br />SPECIFICATIONS FOR INSTALLATION <br />OF ASPHALT SHINGLES <br />1'-0" MIN. <br />** <br />* <br />* <br />6' <br />- <br />0 <br />" <br />OC TYP. <br />12'-0" <br />MA <br />X <br />. <br />COMPRESSION STRUT INSTALLATION <br />ACOUSTICAL CEILING SUSPENSION SYSTEM <br />LATERAL FORCE BRACING AND SUSPENSION <br />DBL 1-5/8 X 20 GA <br />STEEL STUDS <br />METAL STUDS: <br />MANUFACTURED STRUTS: <br />1-5/8 X 20 GA. <br />TO 15'-0" <br />TO 15'-0" <br />TO 12'-0" <br />2-1/2" X 20 GA TO 13'-6" <br />DBL 2-1/2" X 20 GA <br />2 <br />1 <br />2" MAX <br />12 <br />' <br />- <br />0 <br />" <br />OC <br /> <br />T <br />Y <br />P <br />. <br />MAIN RUNNER <br />MAIN RUNNER <br />THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/8" LEG WITH A 3/8" RETURN. <br />DOUBLE STUDS ARE CONNECTED TOGETHER IN THE SHAPE OF A , WITH ONE #6 SHEET <br />METAL SCREW AT 16" O.C.. ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER WITH TWO <br />#8 SCREWS. SEE DETAILS FOR ATTACHMENT TO STRUCTURE ABOVE. <br />3-5/8" X 20 GA. STUDS- SCREWED W/ 7/16" 9 GA. <br />FRAMING SCREWS @ 24" O.C. STAGGERED- SANDWICH <br />MAIN RUNNER BACK. & ATTACH W (3) 7/16" FRAMING <br />SCREWS. <br />PRE-MANUFACTURED STRUTS MAY ONLY BE USED IF ENGINEERING IS APPROVED BY THE <br />BUILDING DEPARTMENT. GC TO SUBMIT FOR APPROVAL. <br />SUSPENDED CEILING SYSTEM, <br />SEE REFLECTED CEILING <br />PLAN FOR SPECIFICATIONS. <br />ICC-ES # ESR-2282, <br />OR 1222, OR 1308 <br />CIRCLE INDICATES REQUIRED <br />LOCATION OF COMPRESSION <br />STRUTS. SEE BELOW. <br />20GA. MTL. STD COMPRESSION STRUT @ EA. SET OF <br />BRACING WIRES W/(2) #8 SHEET MTL. SCREWS TO THE <br />GRID, SPAN PER TABLE ABOVE. <br />SUSPENDED CEILING <br />SYSTEM. SEE CEILING PLAN. <br />(2) STUD ORIENTATION <br />12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH <br />END. SPLAY WIRE BRACING IN CLUSTERS OF FOUR <br />WIRES ATTACHED TO MAIN RUNNER WITHIN 2" OF A <br />CROSS TEE SECTION. OCCUR WHEN CEILING AREA <br />EXCEEDS 1000 SF <br />CROSS <br />RUNNER <br />LATERAL FORCE BRACING: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO <br />THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. LATERAL FORCE BRACING <br />SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. <br />LATERAL FORCE BRACING MEMBERS MUST BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT <br />WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ. FORCES. BRACING WIRES MUST BE ATTACHED <br />TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN <br />200 POUNDS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. <br />CEILING SYSTEMS ARE TO <br />BE ATTACHED ONLY AT 2 <br />ADJACENT WALLS OR SOFFITS <br />12GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY (4' <br />O.C. AT MAIN RUNNER) MINIMUM 3 TIGHT TURNS IN 1-1/2" <br />BOTH ENDS TYPICAL <br />THE FOLLOWING INSTALLATION DETAILS ARE TO BE CONSIDERED TO BE COMPLYING WITH THE <br />ABOVE REQUIREMENTS. <br />NOTES: <br />1. WHERE THE ROOF SYSTEM IS COMPOSED OF WOOD BEAMS, PURLINS, AND SUB-PURLINS, THE 2 X 4 SUB-PURLINS <br />ARE NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORTING THE ROOF. <br />2. CEILING SUSPENSION SYSTEM SHALL COMPLY WITH 803.9 AND 2506.2.1. COMPONENTS SHALL BE ASTM "HEAVY <br />DUTY" CLASS. <br />3. THE COMPRESSION STRUT SHALL BE VERTICAL, AND SHALL NOT HANG MORE THAN 1 IN 6 OUT-OF-PLUMB. <br />SEISMIC JOINT <br />IF REQ'D. PER <br />PLAN <br />LIGHT <br />FIXTURE <br />* = 45° <br />NOTE : <br />SUSPENSION CEILING SYSTEM TO BE <br />INSTALLED IN ACCORDANCE WITH ASTM <br />C636 AND ASTM E580 PER CBC 808.1 <br />JOB# <br />DATE <br />DRAWN <br />SCALE <br />Th <br />i <br />s <br /> <br />D <br />u <br />c <br />o <br />u <br />m <br />e <br />n <br />t <br /> <br />i <br />s <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />Y <br />N <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C. <br />, <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />be <br /> <br />r <br />e <br />p <br />o <br />r <br />d <br />u <br />c <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />c <br />o <br />n <br />s <br />e <br />n <br />t <br /> <br />o <br />f <br /> <br />Y <br />N <br />G <br /> <br />A <br />R <br />CH <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C <br />. <br />© <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />No. C-32798 <br />HC <br />F <br />RADSEN <br />E <br />S <br />TAT <br />LCAIOF <br />E <br />ILC <br />A <br />ORNI <br />TC <br />ITEYENNY NG <br />DATE <br />RENEWAL <br />03-31-25 <br />As indicated <br />AD3 <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 />YC23005 <br />AN <br />C <br />E <br />N <br />A <br />Y <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />JAN 2024 <br />T.N. <br />21 <br />0 <br /> <br />W <br />. <br /> <br />1 <br />9 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />SCALE <br />1 1/2" = 1'-0"3ROOF RIDGE <br />SCALE <br />3" = 1'-0"11-HR FIRE RATED WALL <br />SCALE <br />3/16" = 1'-0"2O'HAGIN ROOF VENT <br />SCALE <br />3" = 1'-0"4INTERIOR PARTITION STRUT <br />SCALE <br />12" = 1'-0"5SEISMIC JOINT CLIP <br />SCALE <br />12" = 1'-0"7LIGHT FIXTURE AT SUSPENDED CEILING <br />SCALE <br />1 1/2" = 1'-0"61-HR FIRE RATED ROOF EAVESCALE <br />1 1/2" = 1'-0"8ROOF VALLEY <br />SCALE <br />12" = 1'-0"9SUSPENDED CEILING <br />Da <br />t <br />e <br /> <br />D <br />e <br />s <br />c <br />r <br />i <br />p <br />t <br />i <br />o <br />n <br />1 <br />0 <br />7 <br />/ <br />3 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />2 <br />N <br />D <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />1 <br />210 W 19th St <br />4/14/2025