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2 <br />3 <br />m <br />101 <br />0 <br />7 <br />0 <br />A <br />1, <br />C <br />0 <br />I <br />E <br />F <br />Q1/2" <br />GWB BOTH SIDES <br />Z <br />W <br />2x4 WOOD STUDS 016"O.C. TO <br />UNDERSIDE OF STRUCTURE <br />r <br />V <br />0 <br />W <br />J <br />SEE STRUCTURAL FRAMING <br />PLANS FOR SHEAR WA7 <br />WALL <br />LOCATIONS. PROVIDE tie" <br />PLYWOOD OR OSS SHEATHING <br />Z <br />TO ONE SIDE OF FRAMING <br />0 <br />BEFORE GYP. WALL BOARD. <br />42'" <br />TAG: <br />OA <br />TYPE: <br />NON —BEARING <br />RATING: <br />0 HOURS <br />FIRE TEST: <br />N/A <br />DESCRIPTION: <br />TYPICAL 2x4 WOOD <br />INTERIOR PARTITION <br />1/2" GWB BOTH SIDES <br />2x6 WOOD STUD TOP & <br />1/2" GWB BOTH SIDES <br />BOTTOM PLATES <br />2x4 WOOD STUDS ® 16" O.C. <br />_SEE STRUCTURAL FRAMING <br />STAGGERED 8" O.C. TO <br />PLANS FOR SHEAR WALL <br />UNDERSIDE OF STRUCTURE <br />LOCATIONS. PROVIDE 7146" <br />PLYWOOD OR OSB SHEATHING <br />ACOUSTICAL BATTING <br />TO ONE SIDE OF FRAMING <br />BEFORE GYP. WALL BOARD. <br />SEE STRUCTURAL FRAMING <br />PLANS FOR SHEAR WALL <br />LOCATIONS. PROVIDE 346- <br />PLYWOOD OR OSB SHEATHING <br />2x6 WOOD STUDS ® 16"O.C. <br />1 „ <br />TO ONE SIDE OF FRAMING <br />1 „ <br />TO UNDERSIDE OF STRUCTURE <br />62 <br />BEFORE GYP. WALL BOARD. <br />62 <br />TAG: OB <br />TAG: <br />OC <br />TYPE: NON —BEARING <br />TYPE: <br />NON —BEARING <br />RATING: 0 HOUR <br />RATING: <br />0 HOURS <br />FIRE TEST: N/A A <br />FIRE TEST: <br />N/A <br />DESCRIPTION: 2x4 WD STUDS <br />DESCRIPTION: <br />TYPICAL 2x6 WOOD <br />STAGGERED ON 2x6 PLATE <br />INTERIOR PARTITION <br />/2" GWB BOTH SIDES <br />2x4 or 2x6 WOOD STUDS <br />16"O.C. <br />*NOTE: TOP OF WALL TO 45" <br />ABOVE SUBFLOOR <br />1 /2" or 6 1 2" <br />TAG: <br />OD <br />TYPE: <br />NON —BEARING <br />RATING: <br />0 HOUR <br />FIRE TEST: <br />N/A <br />/ <br />DESCRIPTION: 2x4 or 2x6 WD STUDS <br />LOW WALL <br />ONE LAYER 5/8" TYPE 'X' GWB <br />EACH SIDE <br />R-11 BATT INSULATION <br />SEE STRUCTURAL FRAMING <br />- PLANS FOR SHEAR WALL <br />LOCATIONS. PROVIDE 7X6 <br />PLYWOOD OR OSB SHEATHING <br />TO ONE SIDE OF FRAMING <br />BEFORE GYP. WALL BOARD. <br />2x6 WOOD STUDS ® 16"O.C. <br />TO UNDERSIDE OF STRUCTURE <br />3" OR UNDERSIDE OF FLOOR/ROOF <br />64 DECK <br />TAG: 1A 1 <br />TYPE: BEARING <br />RATING: 1 HOURS <br />FIRE TEST: WP 3660 <br />DESCRIPTION: TYPICAL 2x6 WOOD <br />BEARING WALL <br />ONE LAYER 5/8" TYPE 'X' GWB <br />EACH SIDE <br />2x4 WOOD STUDS ® 16" O.C. <br />STAGGERED 8" O.C. ON 2x6 <br />WOOD PLATES <br />SEE STRUCTURAL FRAMING <br />PLANS FOR SHEAR WALL <br />LOCATIONS. PROVIDE 146" <br />PLYWOOD OR OSB SHEATHING <br />TO ONE SIDE OF FRAMING <br />BEFORE GYP. WALL BOARD. <br />64" 31�" BATT INSULATION (NOT <br />REQUIRED BY FIRE TEST) <br />TAG: 1 B <br />TYPE: BEARING <br />RATING: 1 HOURS <br />FIRE TEST: WP 3380 <br />DESCRIPTION: STAGGERED 2x4 WOOD <br />BEARING WALL <br />ONE LAYER 5/8" <br />TYPE 'X' GWB <br />5 " BATT <br />0- <br />C INSULATION <br />2x6 WOOD STUDS 0 <br />16"O.C. TO <br />UNDERSIDE OF <br />STRUCTURE <br />E" APA RATED <br />XTERIOR GRADE <br />658„ SHEATHING <br />TAG: 1 C <br />TYPE: BEARING <br />RATING: 1 HOURS <br />FIRE TEST: UL# U356 <br />DESCRIPTION: EXTERIOR 2x6 WOOD <br />BEARING WALL <br />2x4" WOOD STUDS <br />0 16" O.C. <br />8" CMU <br />BEARING UL <br />CLASSIFICATION <br />MARKING <br />)�"' GWB <br />1151, I 78„ <br />8" CMU BEARING UL <br />CLASSIFICATION MARKING <br />ONE LAYER 5/8" TYPE <br />'X' GWB EACH SIDE <br />3 BATT INSULATION <br />2x4 WOOD STUDSlp <br />16"O.C. TO UNDERSIDE <br />OF STRUCTURE OR <br />UNDERSIDE OF <br />FLOOR/ROOF DECK <br />1 <br />1 C' <br />5 1/2" WOOD LIDS <br />® 16" O.C. <br />8" CMU <br />BEARING UL <br />CLASSIFICATIO MARKING <br />GWB <br />l <br />2 <br />F1 <br />TAG: <br />1 D <br />TAG: <br />1 E <br />TYPE: <br />BEARING <br />TYPE: <br />BEARING <br />RATING: <br />1 HOUR <br />RATING: <br />1 HOUR <br />FIRE TEST: <br />SIMILAR TO UL# U905 <br />FIRE TEST: <br />SIMILARTO UL# U905 <br />DESCRIPTION: <br />8 CMU WALL AT INTERIOR <br />DESCRIPTION: <br />8" CMU WALL AT INTERIOR <br />ONE LAYER " TYPE 'X' GWB <br />"C-H" STEEL STUD MIN. 2}" <br />ONE LAYERS 1" TYPE 'X' <br />GWB <br />ONE LAYER J" TYPE 'X' GWB <br />(PROVIDE 1 LAYER OF <br />GWB FOR 1 HR SHAFT <br />ASSEMBLY- U415 SYSTEM <br />"A") <br />3 J" BATT INSULATION (NOT <br />REQUIRED BY FIRE TEST) <br />2x4 WOOD STUDS ® 16"O.C. <br />3„ <br />44 <br />, <br />1 —18 <br />5„ <br />TO UNDERSIDE OF <br />STRUCTURE <br />7 <br />TAG: <br />1 F <br />TAG: <br />1 G <br />TAG: <br />1 H <br />TYPE: <br />BEARING <br />TYPE: <br />BEARING <br />TYPE: <br />BEARING <br />RATING: <br />1 HOURS <br />RATING: <br />1 HOUR <br />RATING: <br />1 HOUR <br />FIRE TEST: <br />UL# U305 <br />FIRE TEST: <br />SIMILAR TO UL# U9 5 <br />FIRE TEST: <br />UL# U415 (SYS. "A") <br />DESCRIPTION: <br />INTERIOR 2x4 WOOD <br />DESCRIPTION: 8" CMU WALL AT IN RIOR <br />DESCRIPTION: <br />2x4 SHAFT WALL <br />BEARING WALL <br />0 <br />ECOND FLOOR PLAN <br />SCALE: 3/32"=1'-O" <br />33,730 SgFt <br />UNIT TYPE <br />UNIT QUANTITY- <br />SECOND FLOOR <br />UNIT QUANTITY - <br />FACILITY <br />ONE BEDROOM <br />27 <br />73 <br />TWO BEDROOM <br />8 <br />24 <br />STUDIO <br />4 <br />11 <br />TOTAL <br />39 <br />108 <br />ME• <br />-� - <br />v <br />� <br />(n.x <br />T <br />• <br />Vim- <br />�� <br />• <br />"- <br />rF <br />2525 • Rd., P.O. box 667 <br />0 1 <br />18928-0667 <br />215 794 1925 p 215 794 1926 f <br />0 <br />z <br />0 <br />LJ <br />�o <br />U <br />H <br />O <br />0 <br />a <br />U <br />o <br />O <br />O <br />w <br />w <br />U <br />U <br />T' <br />N <br />� <br />� <br />� <br />� <br />H <br />C <br />� <br />O <br />O <br />+ <br />00 <br />�O <br />� <br />1 <br />� <br />� <br />O <br />proje,,t no. <br />drawn by: <br />2 8,00 <br />checked by: <br />ep�.0 <br />sc <br />3/3 "_ _ <br />approved by: <br />WSJ <br />sheet no. <br />Q <br />(0 `✓ <br />� O <br />C <br />L N <br />++ C <br />•3 0 <br />a <br />aai � <br />L <br />ca <br />0 C <br />N <br />� C <br />ca > <br />E— <br />Aq <br />Y = C <br />i <br />Q as <br />= c W <br />a 'L <br />� 3 � <br />aN� <br />X 0 <br />(D 0 E <br />C) <br />N <br />0 <br />Q <br />3= <br />CL IA <br />U aQ <br />