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a� <br /> am <br /> Z <br /> =0w <br /> m = <br /> KWy�j� <br /> U <br /> Z O d~ <br /> W@ 1!3; <br /> W <br /> <w <br /> w La <br /> NOTE: z H <br /> GYPSUM DRYWALL PANELS 1/2"STRUCT 1 T&G OSB W/ z p Wimp <br /> 10d COMMON @ 6"O.C.AT EDGES Q 0 aS�W <br /> 10d COMMON 12"O.C. IN FIELD; �c <br /> SHALL BE MOISTURE RESISTENT �► 10Z� <br /> GYPSUM DRYWALL PANELS @ GYPSUM DRYWALL PANELS _ rW <br /> IN RESTROOM AREAS,TYP. UNBLOCKED w w`�� <br /> SHALL BE MOISTURE RESISTENT SHALL BE MOISTURE RESISTENT 3zz= <br /> IN RESTROOM AREAS,TYP. IN RESTROOM AREAS,TYP. (N)CONCRETE SLAB(3,000psi)TO a c� � <br /> (3) 16d TOENAIL TYP. MATCH (E)SLAB THICKNESS W/(3)#4 a <ww.0 <br /> EACH BLOCK FORCE FIT#4 BARS 12" G SAW-CUT(E)SLAB <br /> ( ) BARS(GRADE 60)CONT. &#4 BARS �� 3 <br /> 4" INTO E SLAB 24"O. FOR UTILITIES TRENCH, <br /> ( ) @ (GRADE 60)@ 12"O.C.TRANSVERSE 3wzc <br /> WIDTH AS REQ'D PER MEP DW 's Z).4 n <br /> +8'-0"A.F <br /> (E)REINFORC (E)REINFORCEDW N �zZN <br /> 13'-0"A.F.F. 2x BLK'G C�__/ <br /> ~ <U OG <br /> +13'-0"A.F.F. CONCRETE SLAB 3" �CONCRETE SLAB ac <br /> + N � <br /> 16"O.C. (N)2x8 CEILING <br /> JOISTS @ 24"O.C. <br /> 4x BLK'G 2x DBL. 2x BLK'G ° a ° a <br /> (E)CEILING JOISTS V.I.F. TOP PLATE 24"O.C. (E)CEILING JOISTS V.I.F. ° c— —�-=z==� _ <br /> 3/8"THRU BOLT N 5/8"GYPSUM DRYWALL 2x DBL. ° d d <br /> (E)5/8"GYPSUM DRYWALL O III=III=III=III= fi =III=III= <br /> /NUT/LOCKNUT/WASHER PANEL W/ 1-1/2"TYPE"W" <br /> BOTH SIDES SCREWS @ 6:12. TOP PLATE IIIIIIIII—III IIIIIII <br /> SIMPSON APA4 ANGLE ATTACH TO BLOCKING (E)5/8"GYPSUM DRYWALL - III! ! ! <br /> BRACKET. ATTACH TO BLOCK WITH 3/8"x 6"LAG BOLT <br /> W/3/8"X 3" LAG BOLTUNDERGROUND P W w <br /> 5/8"GYPSUM DRYWALL PER MEP DWG's SET ON FORCE FIT#4 BARS(12"LONG) co <br /> PANEL W/1-1/2"TYPE"W" o <br /> SUB-GRADE OVER 4" INTO(E)SLAB(2-ON EA. END) <br /> 5/8"GYPSUM DRYWALL SCREWS @ 6:12. 5/8"GYPSUM DRYWALL COMPACTED NATIVE SOIL. W <br /> J <br /> PANEL W/ 1-1/2"TYPE"W" PANEL W/ 1-1/2"TYPE"W" MATCH (E) W N <br /> SCREWS @ 6:12. INSULATION AS REQ'D - SCREWS @ 6:12. z F g <br /> w a <br /> O a N H <br /> 2x D.F. STUDS INSULATION AS REQ'D P: v~i <br /> @ 6°O.C. Z = = Z g 0 <br /> U <br /> W K Q <br /> 4X4 D.F. POST @ 6"O.C.UDS p a a m a Z <br /> D <br /> ❑ ❑❑❑ <br /> 8 4X4 POST CONNECTION DETAIL 7 CONNECTION DETAIL 4 UPPER CONNECTION DETAIL 1 CONCRETE REPAIR DETAIL <br /> SCALE: 1" = V-0" SCALE: 1"= V-0" SCALE: 1" = V-0" SCALE: 1" = V-0" <br /> (3)8d EA SIDE OF STUD <br /> AT EA PIECE OF BLK'G NOTES: CONNECT LEDGER BOARD <br /> 2x STUD­ 1. SILL PLATES TO BE PRESSURE TREATED HEM-FIR, DOUGLAS-FIR, OR W/ EACH FULL HEIGHT STUD J <br /> WIDTH BLK' 2x STUD WIDTH FOUNDATION GRADE REDWOOD; STUD WIDTH. W/(3)16D NAIL <br /> BLK'G EA SIDE 2. PLATES BORED, CUT OR NOTCHED MORE THAN 1/3 OF WIDTH SHALL HAVE <br /> 1"T&G OSB W/ <br /> ADDL. BOLTS EACH SIDE OF BORE, CUT OR NOTCH (AS FOR SPLICES). 10d COMMON @ 6"O.C.AT EDGES <br /> 3. TWO BOLTS MIN. FOR EACH PIECE OF SILL. 10d COMMON @ 12"O.C. IN FIELD; ui <br /> 4. OUTSIDE DIAMETER OF THREADS MUST EQUAL BOLT SHANK DIAMETER. Q <br /> 5. HOLD DOWN BOLTS DO NOT REPLACE ANCHOR BOLTS. EN <br /> 6. CENTER ALL A.B.'s ON CENTERLINE OF SILL U.O.N. 5/8"GYPSUM DRYWALL J <br /> 1 1/2' PANEL W/1-1/2"TYPE"W" <br /> FULL HEIGHT STUDS INSULATION AS REQ'D SCREWS @ 6:12. <br /> +8'-0"A.FAC CONFIRM WITH OWNER <br /> STUD ANCHOR AT BOLT 30°0, <br /> 2x D.F.STUDS <br /> @ 16"O.C. <br /> TOENAIL, TYP COx x L N 2x P.T. SILL PLATE W/ <br /> PANEL WYPS 2"TYPE"W" SIMPSON STRONG BOLT 2 U <br /> WALL ST D SPLICE a a BASEBOARD <br /> z z SCREWS @ 6:12. ANCHORS(STB2-50512) <br /> ANCHOR BOLTS W/PLATE o O @ 32"O.C. <br /> "MIN-12"MAX TO 5"MIN-9"MAX TO U U CONCRETE FLOOR SLAB. ❑ <br /> WASHERS. SIZE &SPACING w w (N)2x8 CEILING w <br /> END OF PLATE END OF JOINT 0 <br /> � 0 o JOISTS @ 16"O.C.PER PLAN, TYP aa <br /> pp <br /> � <br /> co `-'J <br /> E E N �' <br /> AL 5/8"GYPSUM DRYWALL d <br /> ° Q <br /> ° <br /> PANEL W/ 1-1/2"TYPE"W" <br /> �—° d a P SCREWS @ 6:12. I� III III III III III III III III III III <br /> d ° d ° d °I I a I p o d , a ° d ° ° I pI°� <br /> d d ° 4 d ° ° d INSULATION AS REQ'D <br /> d <br /> d ° ° ° n n ^ a ° a d ° ^ d, <br /> ° °de d ° ° <br /> ° a v° ° d ^ d ° a 2x D.F.STUDS <br /> a d a a a °de d° d @ 16"O.C. <br /> d° n n ° a n ° ° ° d c n a a <br /> NOTE: <br /> ' GYPSUM DRYWALL PANELS <br /> WHERE FOUNDATION IS NOT LEVEL, w Q <br /> DRY PACK AS REQ'D TO MAINTAIN FULL CONCRETE SHALL BE MOISTURE RESISTENT <br /> IN RESTROOM AREAS,TYP. <br /> BEARING AT CONTACT SURFACES FOUNDATION 0 to o <br /> O Q J <br /> 9 TYPICAL SILL PLATE ON CONCRETE (U .O. N .) 5 CONNECTION DETAIL 2 NON PONY WALL CONNECTION DETAIL j No <br /> SCALE: N.T.S. SCALE: 1" = V-0" SCALE: 1" = V-0" 3 0 <br /> N <br /> SILL ANCHORS AND P.T.D.F.MUDSILLS: <br /> CONNECT LEDGER BOARD <br /> 1. ALL NON-SHEAR WALL SILLS SHALL BE ATTACHED TO THE FOUNDATION WITH O EACH FULL HEIGHT STUD <br /> A MINIMUM OF A SIMPSON 5/8"0x 12"ANCHORS AT 4'-0"o.c.(UNO.)EACH PIECE OF TT3 <br /> SILL PLATE IS TO HAVE A MINIMUM OF 2 ANCHORS PER PIECE 12"MAXIMUM ( )16D NAIL <br /> FROM EACH END.EMBED ANCHORS 7"MIN INTO CONCRETE. <br /> 2.ALL PLATES ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED A35 CLIP AT POST OR DBL. 1"T&G OSB W/ <br /> DOUGLAS FIR(P.T.D.F.). 10d COMMON @ 6"O.C.AT EDGES <br /> 3.WHERE REQUIRED,USE HOT DIPPED GALVANIZED ANCHOR BOLTS,NAILS AND HARDWARES TOP PLATE SPLICE STRAP-AS OCCURS 10d COMMON @ 12"O.C. IN FIELD; <br /> THAT ARE ATTACHED TO P.T.D.F.MUDSILL.PER RELEVANT CITY CODE REQUIREMENTS. PER DETAIL SEE PLAN (3) 16d <br /> N .. <br /> ❑ ___ ________ 2x RIM JOIST <br /> w (N)2x8 CEILING <br /> WIDTH OF OPENING LINTEL MEMBER LEDGER BOAR o JOISTS 16"O.C. 5/8"GYPSUM DRYWALL <br /> @ PANEL W/ 1-1/2"TYPE"W" <br /> BEARING WALL NON-BEARING WALL z_ cy � I I +8'-0"A.F INSULATION AS REQ'D SCREWS @ 6:12. <br /> UP TO 4'-0" 4x6(U.O.N.) DBL.2x6(U.O.N.) O� 0 w — I I <br /> CONFIRM WITH OWNER <br /> 4'-1"TO 6'-0" 4x8(U.O.N.) 4x8(U.O.N.) w � O C� <br /> TYPICAL CORNER <br /> 6'-1"TO 10'-0" 6x12(U.0.N.) 4x12(U.O.N.) Q m a z L I I 4-1 d EA. SIClIAP <br /> J a I I — SIMPSON LU28 2x6 D.F. STUD <br /> a 0 0 2 O I LINTEL I @ 16"O.C. L(N) @ 16"O.C. 2x P.T. SILL PLATE W/ <br /> 5/8"GYPSUM DRYWALL <br /> X x O � cn CO FIRE BLK. I I <br /> N N � O w I I 2 STUD UP TO 6'-0" SIMPSON STRONG BOLT 2 0 <br /> LL W � o 8'-0"MAX i it i� I E OPEN G SCREWS @ 6 12TYPE"W" BASEBOARD ANCHORS(STB2-50512) <br /> 000 z 0 w 0 I L30(2x4 WAtt�� I @ 16"O.C. <br /> Q Q Q Z w �w i L50 2x6 WALL i CONCRETE FLOOR SLAB. ❑ <br /> ( ) ( )2x STUD BL.STU AT <br /> g g a z O LU <br /> L70(2x8 WALL) ENING O R 6'-0" I E 5/8"GYPSUM DRYWALL <br /> p0O LmLl 1 I I <br /> N N w -gob I 16d @ 24"o.c.,TY� I PANEL W/ 1-1/2"TYPE"W" w <br /> W O w ~ v U I I SCREWS 6:12. E EN c'') <br /> O z m o — I ___________________________ I ST S AT 16" . @ <br /> O ❑ O Co. <br /> p I <br /> T_r- I U. ° a 4 d ° <br /> JAMB zE of > nim I i ii ii ii It <br /> I ( ) d ° d° a <br /> m w o ❑ I I I I I I I I I I INSULATION AS REQ'D ° <br /> > � I I II II II I I I III III III III III, III,=III, III III III <br /> ROUGH O i I I I I I I I I I CONFIRM WITH OWNER <br /> I <br /> OPENING Lu i i i i i i i i i i DATE 2/10/2019 <br /> = a I I I I I I I I I I 2x D.F.STUDS <br /> TREAT END W/ <br /> @ 16"O.C. DRAWN BY <br /> ° PRESERVATIVE I a II a II a NOTE: KP <br /> ° CURB ° ° L� d ° d AT WIf�DOWS n d° a ° GYPSUM DRYWALL PANELS CHECKED BY KP <br /> SHALL BE MOISTURE RESISTENT <br /> a PLACE BOLTS TO MISS ST IN RESTROOM AREAS,TYP. JOB NO. <br /> TYPICAL AT OPENING A35 CLIP AT POST OR DBL. _ <br /> T1x4 LET-IN EACH WALL 20'O.C. XX—XXX <br /> 9 (STUDS SHALL RUN FULL HEIGHT W/OUT SPLICE FROM FIR. DIAPHRAGM TO ROOF DIAPHRAGM, U.O.N. 6 CONNECTION D ETA I L 3 PONY WALL CONNECTION D ETA I L <br /> TYPICAL FRAMING AT DOORS & WINDOWS (U .O. N . ) S =2 <br /> SCALE: N.T.S. SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br /> OF SHEETS <br />