38130 Pretty Pond Rd (11) - Laserfiche WebLink

Browse Search

i ❑/ L L C 2 NON -RATED PARTITIONS ---1/2" GWB BOTH SIDES - —1/2" GWB BOTH SIDES 2x4 WOOD STUDS @ 16" O.C. STAGGERED 8" O.C. ON 2x6 WOOD PLATES 3 1/2" WOOD STUDS @16"O.C. To UNDERSIDE ---�" ACOUSTICAL BATT OF STRUCTURE INSULATION RATING TEST VALUE RATING TEST VALUE - - 0 HR - - 0 HR FRAME SIZE SPACING FRAME SIZE SPACING II WOOD 3-1/2" 16" 0. c. II WOOD 3-1/2" 8" O.G. V m V m U FACING I LAYER MATERIAL THICKNESS GWB 1/2" U FACING 1 LAYER MATERIAL THICKNESS GWB 1/2" 1-1 LAYER GWB 1/2" 1 LAYER GWB 1/2" oA NON RATED 2x4 WD. STUD PARTITION NON RATED WOOD STUD WALL TYPICAL INTERIOR WALL oB WITH SOUND ATTENUATION 1/2" GWB BOTH SIDES 1/2" GWB BOTH SIDES 2x6 WOOD STUDS @ 2x4 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE *NOTE: TOP OF WALL TO 42" ABOVE SUBFLOOR* 62" 42" RATING TEST VALUE RATING TEST VALUE - - 0 H R - - OHIR FRAME SIZE SPACING FRAME SIZE SPACING a u WOOD 5-1/2" 16" O.C. u WOOD 3-1/2" 16" O.C. m m w FACING 1 LAYER GWB, MATERIAL THICKNESS WATER RESISTANT 1/2" FACING 1 LAYER MATERIAL THICKNESS GWB 1/2" 1 LAYER GWB, WATER RESISTANT 1/2" 1 LAYER GWB 1/2" NON RATED 2x6 WD. STUD PARTITION NON RATED 2x4 WD. LOW WALL oc <0E) 3 G! ONE HOUR RATED PARTITIONS ONE LAYER 5/8" TYPE 'X' GWB APPLIED ONE LAYER 5/6" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF WALL EACH SIDE OF WALL (WATER RESISTANT AT NET WALLS) -5 2" GATT INSULATION (NOT REQUIRED BY FIRE TEST) ---- 2x4 WOOD STUDS @ 16" O.C. STAGGERED - 2x6 WOOD STUDS @ 16"O.C. TO 8" O.C. ON 2xb WOOD PLATES UNDERSIDE OF STRUCTURE " BATT INSULATION (NOT --TYPE S OR W DRYWALL SCREWS 7" O.C. REQUIRED BY FIRE TEST) NOTE: VERTICAL JOINTS STAGGERED 16" U4 NOTE: JOINTS STAGGERED 24" D.G. ON 63" O.C., HORIZONTAL JOINTS STAGGERED 24" 4 O.C. ON OPPOSITE SIDES b3" 1 OPPOSITE SIDES. HORIZONTAL BRACING 4 REQUIRED AT MID -HEIGHT _ RATING TEST VALUE RATING TEST VALUE FIRE WP 3660 1 HIR FIRE WP 33BO 1 HR FRAME SIZE SPACING FRAME SIZE SPACING u WOOD 5-1/2" 16" O.C. u WOOD 3-1/2" all O.C. �t NC c\n m FACING MATERIAL THICKNESS FACING MATERIAL THICKNESS 1 LAYER GWB, TYPE 'X' 5/8" 1 LAYER GWB, TYPE 'X' 5/8" 1-1 LAYER GWB, TYPE 'X' 5/8" 1 LAYER GWB, TYPE 'X' 5/8" 1 HR. WOOD STUD WALL BEARING 1 HR. WOOD STUD WALL BEARING 1A 1B (GA. N0. WP 3660) (GA. N0. WP 3380) ONE LAYER 5/8" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO INTERIOR SIDE OF WALL 2X4 WOOD 5 @ 16" 2" APA RATED EXTERIOR GRADE SUDS SHEATHING 0 5 1" BATT INSULATION 8" CMU BEARING UL 2 w CLASSIFICATION MARKING w 2x6 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE Y"' GWB TYPE S OR W DRYWALL SCREWS 7" O.C. 6511B -4 118" RATING TEST VALUE RATING TEST VALUE FIRE UL 356 1 a41R FIRE UC105 2 HR FRAME SIZE SPACING FRAME SIZE SPACING n WOOD 5-1/2" 16" D.C. n - GYU 7 5/8"Nt m m FACING MATERIAL THICKNESS FACING MATERIAL THICKNESS 1 LAYER GWB, TYPE 'X' 5/8" 1 LAYER EXT. GRADE SHIEATPING 1/2" 1 HR. EXTERIOR WOOD STUD WALL BEARING 1 HR. CMU PARTY WALL BEARING D (UL #356) (SIMILAR TO UL# U905) ONE LAYER 5/8" TYPE 'X' GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF WALL 3 2" BATT INSULATION (NOT 8" CMU BEARING UL REQUIRED BY FIRE TEST) CLASSIFICATION MARKING 2x4 WOOD STUDS @ 16"O.C. TO UNDERSIDE OF STRUCTURE TYPE S OR W DRYWALL SCREWS 7" O.C. NOTE: VERTICAL JOINTS STAGGERED 16" 7a" 45" O.C., HORIZONTAL JOINTS STAGGERED 24" O.C. ON OPPOSITE SIDES RATING TEST VALUE RATING TEST VALUE FIRE U905 2 HiR FIRE UL# U305 1 HR FRAME SIZE SPACING FRAME SIZE SPACING u Cl`1U 7 5/B" - u WOOD 3-1/2" 16" O.C. v <r m m Lu FACING MATERIAL THICKNESS FACING MATERIAL THICKNESS 1 LAYER GWB, TYPE 'X' S/S" I LAYER GWB, TYPE 'X' 6/8" 1 1 HR. CMU PARTY WALL (BEARING) l 1 1 HR. WOOD STUD WALL (BEARING) / (SIMILAR TO UL# U905) F \� (UL# U305) 5 1/2" WOOD STUDS @ 16" O,C. 8" CMU BEARING UL CLASSIFICATION MARKING _./ GWB RATING TEST VALUE FIRE UG1105 2 HR FRAME SIZE SPACING II cl-iu 7 5/8'' - m FACING MATERIAL THICKNESS Q U 1 HR. CMU PARTY WALL BEARING) (SIMILAR TO UL# U905) 5 STEEL FRAME, GYPSUM WALLBOARD BASE LAYER 8" TYPE 'X' GYPSUM WALLBOARD APPLIED TO BEAM CAGE WITH 1" TYPE 'S' DRYWALL SCREWS 16" O.C. FACE LAYER 8" TYPE 'X' GYPSUM WALLBOARD APPLIED TO BEAM CAGE WITH 1 4" TYPE 'S' DRYWALL SCREWS 8" O.C. BEAM CAGE FABRICATED FROM HORIZONTALLY INSTALLED STEEL ANGLES (25 GAUGE HAVING I" AND 2" LEGS) LOCATED NOT LESS THAN 2" FROM BEAM FLANGES. I" LEGS OF THE UPPER ANGLES SECURED TO STRUCTURE ABOVE WITI 12" TYPE 'S' PAN HEAD SCREWS 12" O.C. 'U' SHAPED STEEL BRACKET FORMED FROM 25 GAUGE 'U' SHAPED STEEL CHANNELS 24" D.C. SUSPENDED FROM UPPER ANGLES WITH 2" TYPE 'S' PAN HEAD SCREWS AND SUPPORTED 1"x2" ANGLES AT LOWER CORNERS ATTACHED TO BRACKETS WITH 2" PAN HEAD SCREWS, OUTSIDE CORNERS OF GWB PROTECTED BY 0,02" THICK STEEL CORNER BEADS CRIMPED OR NAILED. 2 HR. BEAM, GIRDER GA FILE NO. BM 2120 0 ROOF/CEILING ASSEMBLIES WOOD TRUSSES, GYPSUM WALLBOARD BASE LAYER 8" TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" O.C. WITH 1 J" TYPE S OR W DRYWALL SCREWS 24" O.C. FACE LAYER 8" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 a" TYPE S OR N DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND i 2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS, WOOD TRUSSES SUPPORTING 2" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 8d NAILS, APPROPRIATE ROOF COVERING WHERE BUILDING IS NOT EQUIPPED THROUGHOUT W/ AN APPROVED SPRINKLER SYSTEM, ATTIC DRAFT STOPPING BECOMES REQUIRED FOR ANY SPACE OVER 3,000 SQUARE FEET, DRAFT STOPPING TO BE 8" GYPSUM BOARD ON ONE SIDE OF TRUSS. GENERAL CONTRACTOR TO VERIFY LOCATION, 1 HR. ROOF/CEILING ASSEMBLY GA FILE NO. RC 2602 WOOD TRUSSES 7 FLOOR/CEILING ASSEMBLIES WOOD TRUSSES, GYPSUM WALLBOARD ONE LAYER PROPRIETARY TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RIGID FURRING CHANNELS 24"O.C. WITH 1" TYPE S DRYWALL SCREWS 12"O.C. AND 1 Y" FROM EDGES. GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF CHANNEL 60" LONG WITH SCREWS 12"O.C. RIGID FURRING CHANNELS APPLIED AT RIGHT ANGLES TO PARALLEL CHORD WOOD TRUSSES WITH DOUBLE STRAND, 18 GAUGE GALVANIZED STEEL WIRE TIES 48"O.C. WOOD TRUSSES SUPPORTING %" NOMINAL INTERIOR PLYWOOD WITH EXTERIOR GLUE. TtG EDGES, APPLIED AT RIGHT ANGLES TO TRUSSES WITH CONSTRUCTION ADHESIVE AND EITHER 6d SMOOTH SHANK NAILS 6"O.C. AT ENDS AND 12"O.C. AT INTERMEDIATE TRUSSES OR 6d RING SHANK NAILS 12"O.C. ADHESIVE APPLIED TO EACH TOP CHORD AND GROOVED EDGES OF PLYWOOD. END JOINTS STAGGERED 48" fA °ee o°ooe°e 1 HR. FLOOR/CEILING ASSEMBLY GA FILE NO. FC 5515 WOOD TRUSSES WOOD JOISTS, GYPSUM WALLBOARD ONE LAYER OF V PROPRIETARY TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT FURRING CHANNELS 16" O,C. WITH 1" TYPE S DRYWALL SCREWS 12" O.C. GYPSUM BOARD END JOISTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED TO ADDITIONAL PIECES OF CHANNEL 72" LONG WITH SCREWS 8" O.C. RESILIENT FURRING CHANNELS APPLIED AT RIGHT ANGLES TO 2 X 10 WOOD JOISTS 24" O.C. WITH 6d COATED NAILS, 1-3/8" LONG, 0.0"12" SHANK, Yq" HEADS. WOOD JOISTS SUPPORTING 3/4" NOMINAL INTERIOR PLYWOOD WITH EXTERIOR GLUE TtG SUBFLOOR PERPENDICULAR TO JOISTS WITH JOISTS STAGGERED. UNDERSIDE OF T$G JOISTS COVERED BETWEEN JOISTS SPACING WITH 6" X 2242" X %'I TYPE "X' GYPSUM WALLBOARD BATTENS ATTACHED TO FLOORING WITH 16 GAGE X 1- Y8" LEGS X Y" CROWN STAPLES SPACED 7" O.C. ALONG EACH EDGE, DEAD SPACES IN UNIT BATHROOMS ARE NOT REQUIRED TO BE RATED WHERE NOT SHOWN TO BE CHASE FOR MEP. GENERAL CONTRACTOR TO CONTINUE I HR RATED FLOOR ASSEMBLY THROUGH THESE SPACES. ---------------------- 1 HR. FLOOR/CEILING ASSEMBLY GA FILE NO. FC 5415 WOODJOISTS 0 _Y U oul� (n I I I I i I I I 3 > w 5 I w 5 I W z z z x ° 0 w 0 w 0 w 0 U z z w A Q (� U U a, cn co') c U q 104 a- O 24 O O P, � a P a1 a c o 0 cn 0 "o 0 o 0 Ln R o 0 .. O 0 O O O O J Q W (n �.;e�r no. dl,c`N ^y: 2006 068.001 ce c KC by: L l 0 AIS' NOTED shee. no. A!i L S N >, C C 3 t[f (>7 0 L +� 'O "10 N ca) m� �C cNp 0 �3 0 0L NN N c c 0 L c 0 0 cO >+ C t>s .0 N 3c L 'us o c ro N aE .c 'o L N N L 0 L Uc 0 0w L •L a� m > C +� N 0 `- co -c E� -O O C C N U} JN J � �E W U ¢0 U N 0:E Q � c'3 Y .Q = 41 L c W O aN 0 �c "0 O >,'a t c O O 0 c L. O. N L C E cu 'o 0 N L N O (D c L N 4, C 30 Q N N � c c a 0 c cQ N�•L �L (Q � > E_ .c U) o N L .0 0 C U N � N ,,L, 0 0 �U U) vi ce c ma) .0 -0 v-0 N N U C N O coo � �o N U c O. U alt > �r 6� L � c .c 0' Q� O .c E 0) 0 `- N 4C cn .0 �E ( D .6c E(D O L O c O _c_j-0 O.- co Uj .c 0) co 0-0 c 0�O 0 W O. 2F 0 UQ(D _j_ U? u- 0- a F_2 a t>s Ul o c UJ N I- E L c U.. +�+ W C E Q N 0 N C � x c aa�E Q U) 0 O N 4 L 0 A Q .0 N U a� -_F_