Laserfiche WebLink
R-3 OCC. <br />DWELLING <br />U OCC. <br />GARAGE <br />WOOD JOIST, GYPSUM WALLBOARD <br />ONE LAYER OF 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER <br />BASE SHALL BE INSTALLED PERPENDICULAR TO THE CEILING FRAMING <br />AND SHALL BE FASTENED AT MAXIMUM 6 INCHES O.C. BY MIN. I 7/8 <br />INCHES 6D COATED NAILS OR EQUIVALENT DRYWALL SCREWS <br />REQ'D FIRE BARRIER CRC SEC. R302.6 <br />OCCUPANCY SEPARATION <br />1/2" GUPSUM WALLBOARD APPLIED <br />VERTICALLY OR HORIZONTALLY <br />NAILED WITH 6D COOLER OR <br />WALLBOARD NAILS AT 7" O.C WITH <br />END JONTS ON NAILING MEMBERS. <br />STAGGER JOINTS EACH SIDE. <br />U OCC. <br />GARAGE <br />U OCC. <br />GARAGE <br />SUPPORT POST LESS <br />THAN 8X8 (NOMINAL)22-GA STEEL JACKET AROUND <br />COLUMN OR CORNER <br />GUARDS FOR IMPACT PROTECTION <br />NOT LESS THAN 5FT ABOVE F.F <br />< 8X8(NORMINAL) <br />REQ'D FIRE BARRIER CRC SEC. R302.6 <br />POSTS THAT SUPPORT THE <br />STRUCTURE OF OCCUPANCY <br />ABOVE <br />BEAMS AND GIBDERS MAY BE OF SAWN TIMBER OR STRUCTURAL GLUED-LAMINATED <br />TIMER AND SHALL NOT BE LESS THAN 6 INCHES INWIDTH AND NOT LESS THAN 10 <br />INCHES IN DEPTH. (NOMINAL) <br />6" MIN. <br />10 <br />" <br /> <br />M <br />I <br />N <br />. <br />BEAMS THAT SUPPORT THE STRUCTURE OF <br />OCCUPANCY ABOVE <br />1/2" GUPSUM WALLBOARD OR SHEATHING APPLIED <br />VERTICALLY OR HORIZONTALLY NAILED WITH 6D COOLER OR <br />WALLBOARD NAILS AT 7" O.C. WITH END JOINTS ON NAILING <br />MEMBERS. STAGGER JONTS EACH SIDE. <br />U OCC. <br />GARAGEEXTERIOR <br />MINIMUM 2X4 WOOD STUDS AT 16" O.C MAXIMUM <br />5/8" GUPSUM SHEATHING (EXTERIOR EXPOSURE) NAILED WITH <br />I 3/4" BY NO.II GAUGE BY 7/16" HEAD GALVANIZED NAILS AT 8" <br />O.C. FINISH MATERIALS NAILE WITH MINIMUM 7D GALVANIZED <br />SMOOTH BOX NAILS (VERIFY WITH MATERIAL MAUFACTURER) <br />OVER BUILDING PAPER <br />ALL NON-FIRE RATED FINISH MATERIALS <br />WALLS THAT SUPPORT THE STRUCTURE OF OCCUPANCY ABOVE <br />REQ'D FIRE BARRIER CRC SEC. R302.6 <br />MINIMUM 2X4 WOOD STUDS AT 16" O.C MAIMUM <br />7/8" EXTERIOR CEMRNT PLASTER (MEASURES FROM THE <br />FACE OF STUDS) ON THE EXTERIOR SURFACE PLASTER <br />MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, <br />BY VOLUME, CEMENT TO SAND. OVER METAL LATH OVER <br />BUILDING PAPER <br />1/2" GUPSUM WALLBOARD APPLIED VERTICALLY OR <br />HORIZONTALLY NAILED WITH 6D COOLER OR <br />WALLBOARD NAILS AT 7" O.C WITH END JONTS ON <br />NAILING MEMBERS. STAGGER JOINTS EACH SIDE. <br />U OCC. <br />GARAGEEXTERIOR <br />2" X 4" WOOD STUDS AT 16" WITH DOUBLE TOP PLATES, SINGLE BOTTOM PLATE; INTERIOR <br />AND EXTERIOR <br />SIDES COVERED WITH TYPE X GYPSUM WALLBOARD AND SHEATHING, RESPECTIVELY, 4' <br />WIDE, APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL JOINTS OVER STUDS, AND <br />FASTENED WITH 2 1/4" TYPE S DRYWALL SCREWS, SPACED 12" ON CENTER. CAVITY TO BE <br />FILLED WITH 3 1/2" " MINERAL WOOL <br />INSULATION. PER CBC TABLE 721.1(2) ITEM 15-1.15 <br />7/8" 3-COATS STUCCO/ OVER <br />METAL LATH <br />2 LAYERS OF GRADE "D" <br />BUILDING PAPER <br />(VAPOR BARRIER) <br />PLYWOOD SHEATHING (PER <br />STRUCTURAL DESIGN) MIN. <br />MIN. 3/8" CDX PLYWOOD <br />2X FRAMING <br />INSULATION PER T-24 <br />MIN. 3 1/2" " MINERAL WOOL <br />INSULATION <br />1 LAYER OF 5/8" TYPE "X" <br />GYPSUM BOARD <br />CONTINUE FROM BOTOM <br />PLATE TO UNDER SIDE OF <br />ROOF SHEATHING <br />CAUKLING <br />ROOF RAFTER <br />2x FULL HEIGH FIRE BLOCK <br />NO VENT HOLE ALLOWED <br />SOLID FASCIA <br />MI <br />N <br />. <br />3 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />2" <br />PA <br />V <br />E <br />D <br />4" <br /> <br />M <br />I <br />N <br />. <br />N. <br />G <br />8" <br /> <br />M <br />I <br />N <br />. <br />SLOPE 5% MIN. AT N.G <br />SLOPE 2% MIN. AT PAVED <br />PER. PLAN <br />CBC TABLE 721.1(2) ITEM 15-1.15 <br />1/2" GYP. <br />VAULTED CEILING <br />WHERE OCCUR <br />2" X 4" WOOD STUDS AT 16" WITH DOUBLE TOP PLATES, SINGLE BOTTOM PLATE; INTERIOR AND <br />EXTERIOR SIDES COVERED WITH TYPE X GYPSUM WALLBOARD AND SHEATHING, RESPECTIVELY, <br />4' WIDE, APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL JOINTS OVER STUDS, AND <br />FASTENED WITH 2 1/4" TYPE S DRYWALL SCREWS, SPACED 12" ON CENTER. CAVITY TO BE FILLED <br />WITH 3 1/2" " MINERAL WOOL <br />INSULATION. PER CBC TABLE 721.1(2) ITEM 15-1.15 <br />7/8" 3-COATS STUCCO/ OVER <br />METAL LATH <br />2 LAYERS OF GRADE "D" <br />BUILDING PAPER <br />(VAPOR BARRIER) <br />PLYWOOD SHEATHING (PER <br />STRUCTURAL DESIGN) MIN. <br />MIN. 3/8" CDX PLYWOOD, <br />CONTINUE TO THE UNDER <br />SIDE OF ROOF SHEATHING <br />2X FRAMING <br />INSULATION PER T-24 <br />MIN. 3 1/2" " MINERAL WOOL <br />INSULATION <br />1 LAYER OF 5/8" TYPE "X" <br />GYPSUM BOARD <br />CONTINUE FROM BOTOM <br />PLATE TO UNDER SIDE OF <br />ROOF SHEATHING <br />BLOCKING <br />EAVE BOARD <br />OR 7/8" STUCCO <br />5/8" TYPE "X" <br />GYP. BOARD <br />CAUKLING <br />PER. PLAN <br />PA <br />V <br />E <br />D <br />4" <br /> <br />M <br />I <br />N <br />. <br />MI <br />N <br />. <br />3 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />2" <br />N. <br />G <br />8" <br /> <br />M <br />I <br />N <br />. <br />CBC TABLE 721.1(2) ITEM 15-1.15 <br />SLOPE 5% MIN. AT N.G <br />SLOPE 2% MIN. AT PAVED <br />1/2" GYP. <br />VAULTED CEILING WHERE <br />OCCUR <br />CELING JOIST <br />1/2" GYPSUM <br />CEILING BOARD <br />CEILING INSULATION <br />GUTTER & DOWNSPOUT <br />26 GA. GALV. PRIMED <br />& PAINTED <br />30# BUILDING PAPER OVER <br />PLYWOOD SHEATHING OVER <br />RADIANT BARRIER OVER <br />RAFTERS PER STRUCTURAL DWGS <br />ROOFING <br />ROOF FASCIA <br />2x FIRE BLOCK <br />NO EAVE VENT ALLOWED <br />5/8" GYPSUM BOARD <br />EAVE BOARD OR <br />7/8" STUCCO <br />30# BUILDING PAPER OVER <br />PLYWOOD SHEATHING OVER <br />RADIANT BARRIER OVER <br />RAFTERS PER STRUCTURAL <br />DWGS <br />ROOFING <br />2x FLAT OUTRIGGER <br />@24" O.C. <br />ROOF FRAMING <br />DRIP EDGE FLASHING <br />ROOF FASCIA <br />EXTERIOR FINISH <br />5/8" TYPE "X" GYP. <br />EAVE BOARD OR <br />7/8" STUCCO <br />CAUKLING <br />U OCC. <br />GARAGE <br />ROOF SHEATHING PER STRUCTURAL <br />CEILING JOISTS @ 24" O.C MAXIMUM <br />IF NO HABITABLE SPACE DIRECTLY <br />ABOVE: 1/2" GYPSUM WALLBOARD <br />NAILED TO JOIST W/5D COOLER OR <br />WALL BOARD NAILS <br />2" X 4" WOOD STUDS AT 16" WITH DOUBLE TOP PLATES, SINGLE BOTTOM PLATE; INTERIOR AND <br />EXTERIOR SIDES COVERED WITH TYPE X GYPSUM WALLBOARD AND SHEATHING, RESPECTIVELY, <br />4' WIDE, APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL JOINTS OVER STUDS, AND <br />FASTENED WITH 2 1/4" TYPE S DRYWALL SCREWS, SPACED 12" ON CENTER. CAVITY TO BE FILLED <br />WITH 3 1/2" " MINERAL WOOL <br />INSULATION. PER CBC TABLE 721.1(2) ITEM 15-1.15 <br />2X FRAMING <br />INSULATION PER T-24 <br />MIN. 3 1/2" " MINERAL WOOL <br />INSULATION <br />USE GA FILE NO. WP 3113 <br />TO HAVE 1 HOUR FIRE <br />RATED ASSEMBLY AND <br />STC OF MORE THAN 50 <br />CBC TABLE 721.1(2) ITEM 15-1.15 <br />1/2" GYP. <br />VAULTED CEILING <br />WHERE OCCUR <br />PLYWOOD <br />SHEATHING <br />SEE STRUCT. <br />RES-2025-1703-SCND <br />JUL 05, 2025 <br />©2025Sheet No. <br />Rev. <br />Application No: <br />Date <br />Design by <br />TRINH HA <br />Date Rev. <br />Pr <br />o <br />j <br />e <br />c <br />t <br />: <br />1 12-17-2025 BLDG comments <br />01-A-301 <br />PO <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <br /> <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />MA <br />I <br />N <br /> <br />H <br />O <br />U <br />S <br />E <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />2 <br />1 <br />0 <br />9 <br /> <br />N <br /> <br />P <br />o <br />i <br />n <br />s <br />e <br />t <br />t <br />i <br />a <br /> <br />S <br />t <br />, <br /> <br />S <br />a <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 />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />2 <br />1 <br />1 <br />1 <br /> <br />N <br /> <br />P <br />o <br />i <br />n <br />s <br />e <br />t <br />t <br />i <br />a <br /> <br />S <br />t <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />na <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />FIRE PROTECTION <br />DETAILS <br />1 1/2" = 1'-0"4FLOOR/CEILING <br />1 1/2" = 1'-0"2ISOLATED POST <br />1 1/2" = 1'-0"3UNPROTECTED BEAM <br />1 1/2" = 1'-0"1SUPPORT WALL1" = 1'-0"51HR EXT. WALL AND ROOF OVERHANG <br />1" = 1'-0"61HR EXT. WALL AND ROOF OVERHANG <br />1" = 1'-0"71HR- SLOPE EAVE <br />1" = 1'-0"81HR - GABLE EAVE <br />1 1/2" = 1'-0"9NON-RATED CEILING <br />1" = 1'-0"101HR EXT. WALL AND ROOF OVERHANG <br />1