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<br /> 0
<br /> = 4'-0" MIN DBL CENTER DOUBLE TOP PLATE 4'-0" MIN LAP BETWEEN 4'-0" MIN LAP BETWEEN
<br /> UPPER & LOWER PLATE UPPER & LOWER PLATE
<br /> SPLICE DOUBLE TOP PLATE TOP PLATE SPLICE JOINT OVER STUD, TYP ANCHOR ROD & 2X PTDF UNO
<br /> FASTENERS PER TYP DETAIL NAIL PLATE TO STUDS WASHER (TYP) _NOTCHED OR
<br /> PER CONN SCHED ® ® DRILLED HOLE
<br /> NOTES:
<br /> 7 SCREW DIA TIGHT FIT (TYP)
<br /> (4) 20d END NAILED TO MIN END DIST i
<br /> HDR, EA END 2x DBL TOP PL 1. POWDER-ACTUATED FASTENERS (SHOT TYP 4 SCREW DIA MIN SPACING (TYP)
<br /> � PINS) AND EXPANSION ANCHORS SHALL (TYP)
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<br /> NOT BE USED TO ANCHOR WALLS ON --------i-------- L L L L L
<br /> WHERE WALL HEIGHT �* *�
<br /> 2x STUDS @ 2. HOLDOWN ANCHOR BOLTS SHALL NOT NOTES:
<br /> EXCEEDS 10'-0", CONT ROW HEADER PER JASON D
<br /> E OF BLOCKING AT MID-HEIGHT SCHEDULE 16" OC UNO REPLACE SILL PLATE ANCHOR BOLTS. NAILED SPLICE SCHEDULE SCREWED SPLICE SCHEDULE
<br /> a OF WALL AND AT 8'-0"oc 3. ALL BOLTS, NAILS, METAL FRAMING 1. TYPICAL ANCHOR ROD END DISTANCE L = 4 1/2" MIN, 12" MAX.
<br /> NAILS MARK SDS 1/4 SCREWS
<br /> 2x TRIM STUD PER CONNECTORS AND OTHER FASTENERS IN MARK 2. ANCHOR RODS SHALL BE INSTALLED AT 12" MAXIMUM FROM EACH END OF EACH SILL
<br /> SCHEDULE CONTACT WITH PRESERVATIVE OR FIRE 7A (8) 16d O (6) 1/4" SCREWS PLATE PIECE, AND SHALL BE SPACED AT 48" ON CENTER MAXIMUM. SEE TYPICAL SHEAR GNICH
<br /> WALL DETAIL FOR ANCHOR ROD SPACING AT SHEAR WALLS. ARCHITECT
<br /> DBL KING STUD EA SIDE OF - 16d @ 12" OC, TYP RETARDANT TREATED LUMBER SHALL BE 0 (10) 16d O (12) 1/4" SCREWS 3. WHERE SILL PLATE IS NOTCHED DRILLED OR CUT MORE THAN ONE THIRD OF ITS WIDTH,
<br /> 2x SILL HOT-DIP GALVANIZED (ASTM A153) OR
<br /> OPNG (SINGLE KING STUD @ STAINLESS STEEL (TYPE 304 OR 316). 0 (12) 16d 0 (24) 1/4" SCREWS INSTALL ANCHOR ROD EACH SIDE AS SHOWN. NOTCHES, CUTS AND HOLES SHALL BE
<br /> INTERIOR NON-BEARING WALLS) 2x TRIM STUD TREATED WITH A PRESERVATIVE SOLUTION CONFORMING TO AWPA STANDARD M4.
<br /> * A34 METAL FRAMING CONNECTOR (OMIT 4. ANCHOR RODS SHALL BE 5/8" DIAMETER WITH 3" x 3" x 0.229" PLATE WASHERS, UNLESS
<br /> 16d @ 12" OC, TYP FOR INTERIOR NON-BEARING WALLS). NOTES: OTHERWISE NOTED. ANCHOR RODS AND WASHERS SHALL BE HOT-DIP GALVANIZED. 9 SE 3RD AVE, SUITE 110
<br /> 5. MINIMUM ANCHOR ROD EMBEDMENT SHALL BE 7", MEASURED FROM TOP OF THE PORTLAND, OR 97214
<br /> (2) 16d EA END SILL PLATE ANCHORS 1. SPLICE 2x DOUBLE TOP PLATES PER MARK "A" AND 3x DOUBLE TOP PLATES PER CONCRETE SLAB. THE LENGTH OF ANCHOR ROD IN CONCRETE CURBS SHALL NOT APPLY V. 503.552.9079
<br /> 3 PER TYPICAL DETAIL MARK "D" OF THE ABOVE SCHEDULE, UNLESS OTHERWISE INDICATED. TO THIS MINIMUM EMBEDMENT. F. 503.241.7055
<br /> 2x PTDF SILL PL UNO, 2. SCREWS SHALL BE 3" LONG FOR 2x PLATES AND 5" LONG FOR 3x PLATES. 6. ANCHOR RODS WITH DAMAGED THREADS SHALL NOT BE USED. WWW.GNICHARCH.COM
<br /> SEE TYP DETAIL SEE NOTE 3, TYP 3. JOINTS IN UPPER AND LOWER PLATE SHALL BE CENTERED OVER STUD OR
<br /> 7. WHERE SILL PLATE ANCHORS MUST BE POST-INSTALLED, PROVIDE 3/4"x7" STAINLESS
<br /> MULLION. STEEL SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713. SPECIAL INSPECTION IS
<br /> 4. ALL NAILS SHALL BE COMMON WIRE NAILS. REQUIRED FOR POST-INSTALLED ANCHOR INSTALLATION. POST-INSTALLED ANCHORS oQ�oF sr q�
<br /> 5 0 NTDULE INDICATES NUMBER OF NAILS OR SCREWS ON EACH SIDE OF EACH SHALL NOT REPLACE HOLDOWN ANCHOR BOLTS.
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<br /> HA TYPICAL STRUCTURAL WALL PANEL FRAMING ELEVATION B ATYPICAL TOP PLATE SPLICE DETAIL C FRAME ANCHOR BOLT DETAIL 2338[t'N.T.S. S1.2 N.T.S. S1.2 N.T.S.
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<br /> TRANSVERSE JOINT DIAPHRAGM BOUNDARY
<br /> SILL PLATE BOLTS AND (SHEATHING MAY EXTEND
<br /> EDGE NAILING (EN) BEYOND DIAPHRAGM
<br /> SOLE PLATE SCREWS SCHEDULE 2x INTERIOR STUDS UNO
<br /> 2x DBL TOP PL SPLICE E E BOUNDARY)
<br /> FASTENER EN, TYP SHTG PER SCHED
<br /> WALL SIDES PER PLAN AND TYP TOP LOCATION WHERE SHTG
<br /> MARK SPACING
<br /> SHEATHED PL SPLICE DETAIL EXTENDS PAST TOP PL BOUNDARY
<br /> 00
<br /> BOLT SCREW - - - -� - DBL 2x END STUD OR o o NAILING (BN)
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<br /> POST PER PLAN (WHERE
<br /> [6] 2 3$" 1g" III I I ° I I Ifi NO HOLDOWN OCCURS) BLKG @TRANSVERSE
<br /> 1 44" 12" III I I °° °I I .I I JOINTS IF READ (SEE
<br /> [4] LII I I °° I ° CENTER SHTG ON STUD 2x4 FLAT BLKG WHERE READ, SCHEDULE) LVJ� D
<br /> 2 22 6 EN, TYP
<br /> & TOENAIL w/ (2) 8d EA END
<br /> 1 34" g" 6" MAX EDGE 4 - - °I I .I I
<br /> NAILING (EN) SPCG, _ _ - - - - _ - - STAGGER EDGE NAILING
<br /> [3] 2 16° 4" SEE SCHED I° I LI I° I°I L °1 LI SECTION A-A A A FIELD NAILING (FN)
<br /> w @ JT STUD PER TYP EDGE AT INTERMEDIATE
<br /> NAILING DETAIL SUPPORTS
<br /> WALL SHEATHING AND NAILING SCHEDULE '-'-' I DIAPHRAGM SHEATHING & NAILING SCHEDULE
<br /> °II °°I I.I I°I I°I II°I
<br /> SHTG NAIL E JOINT SILL PL AND JT TRANSVERSE BLOCKING AT PANEL CENTER EDGES OF
<br /> MARK THK SIZE SPCG BLKG STUD I I°I I I ° I EDGES STAGGER EDGE NAILINGEDGE
<br /> EDGE STUDS (EN) PER TYPICAL DETAIL MARK SHTG NAIL BN EN FN � TRANSV MEMBER
<br /> SHTG ON FRAMING
<br /> * III II II II °I II II II III
<br /> [6] 15/32 10d 6 2x 2x I JT STUD PER SCHED THICK SIZE SPACING SPACING SPACING BLKG THICKN EDGE NAILING (EN),
<br /> 00
<br /> [4] 15/32" 10d 4" 2x* 3x** III I I °° I ° STAGGER PER �
<br /> I`I 5/8" AB SPACING PER R1 19/32" 10d 6" 6" 12" NO 2" TYPICAL DETAIL
<br /> [3] 15/32" 10d 3" 2x* 3x** HOLDOWN WHERE SCHED w/ 3"x3"x0.229"
<br /> = R2 19/32" 10d 6" 6" 12" YES 2" o 0 3/8" MIN EDGE
<br /> INDICATED ON PLAN & III I I° °I °I I° PL WASHER (OCCURS DIST FOR NAILS OM
<br /> * 3x WHERE WALL IS SHEATHED BOTH SIDES PER TYP HOLDDOWN I I° I I I °I I I I @ SILL PL ONLY) NOTE: �
<br /> ** DOUBLE 2x MAYBE USED IN LIEU OF 3x. SCHEDULE & DETAILS I I FN,TYP
<br /> FACE NAIL w/1 6d @ 12"oc STAGGERD FULL HEIGHT. I° �'� °I I °I IoI -SILL PL PER SCHED Q
<br /> / I°I I 1. DIAPHRAGM SHEATHING NAILS SHALL BE DRIVEN SO THAT THEIR JOIST SIZE & SPCG
<br /> 1 _ _ -u- - HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. PER FRAMING PLAN Q CV
<br /> NOTES: , B ° * TRANSVERSE BLOCKING MAY BE OMITTED IF TONGUE AND GROOVE4o
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<br /> E E SHEATHING IS PROVIDED PROVIDE 1/8" GAP C�
<br /> 11 Ilk
<br /> 1. FIELD NAILING (FN): 10d @ 12"oc. VERT OR HORIZ MAX AB SPCG BTWN ALL PANEL U_
<br /> 2. ALL NAILS SHALL BE COMMON OR GALVANIZED BOX WIRE NAILS, EXCEPT AS EN, TYP SHTG SHEETS E TYPICAL ROOF SHEATHING DETAIL ENDS & EDGES, TYP N 3
<br /> N o0
<br /> NOTED IN NOTE 4 BELOW.
<br /> 3. MINIMUM DIMENSION OF ANY SHEATHING SHEET EQUALS 16" OR STUD s1.2 N.T.S. z uNj
<br /> e SPACING,
<br /> WHICHEVER IS GREATER. , U
<br /> 4. ANCHOR BOLTS AND PLATE WASHERS SHALL BE HOT-DIPPED GALVANIZED. J
<br /> HOEDOWN SCHEDULE Q
<br /> 5. SOLE PLATES SHALL BE FASTENED WITH SDS25412 SCREWS (SDS25600 @ 3x O
<br /> SOLE PLATES) PER THE SCHEDULE ABOVE. FOR SPACING LESS THAN 8", PRE- EDGE SIMPSON SDS 1/4"x2 1/2" AB "D" HIT HY-200 HILTI AB "D" z � CV U
<br /> DRILL HOLES 3/16"DIA. MARK
<br /> STUDS HOEDOWN STUD SCWS (CIP) (CIP) (POST-INSTALLED) (POST-INSTALLED) �
<br /> D TYPICAL SHEAR WALL SHEATHING AND FASTENER SCHEDULE SW-A, SW-B (2) 2x HDU5-SDS2.5 14 5/8" dia 9" 5/8" dia HAS ROD 6" U U Q ())SW-C 6x HDU14-SDS2.5 36 1"dia g" 1" dia HAS ROD 12" U O U N
<br /> S1.2 N.T.S. n 1 co = O
<br /> SW-D, SW-E, SW-F (2) 2x HDU2-SDS2.5 6 5/8"dia g" 5/8" dia HAS ROD 6" VJ C O
<br /> •O Lu O = 4-
<br /> 0",
<br /> 0", � °° V)
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<br /> FIELD NAILING O O
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<br /> PER SCHEDNOTES: c i 0 C�
<br /> w WALL SHEATHING
<br /> NOTES: EDGE STUDS PER SCHED 1. HOEDOWN ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED (ASTM A153). ISSUED FOR PERMIT
<br /> 1. WHERE SINGLE CURTAIN OF REINFORCING OCCURS, BEND BARS AS SHOWN FOR OUTSIDE BARS. NOTES: CONTRACTOR MAY CHOOSE CAST-IN-PLACE OR POST-INSTALLED OPTION,
<br /> 2. FOR MORE THAN 2 BARS PER LAYER, EXTEND INNER BARS 12" INTO PERPENDICULAR FOOTING. PER SCHED -- HOLDOWN PER ADHERE WITH HILTI HIT-HY 200 SAFE SET SYSTEM ADHESIVE. IF LEFT BLANK, 09. 1 2. 1 8
<br /> OUTER BARS SHALL BE PLACED AS INDICATED. 1. SAW-CUT CONTROL JOINTS TO BE CUT AS SOON AS SURFACE WILL NOT BE TORN, ABRADED, OR SCREWS PER SCHED SCHED POST-INSTALLED OPTION IS NOT ALLOWED.
<br /> 3. CORNER BARS TO MATCH WALL REINFORCEMENT. OTHERWISE DAMAGED BY CUTTING ACTION. (WITHIN 8 TO 10 HR. OF BURNISHING) =j=
<br /> SILL PLATE 2. ALL FASTENERS INSTALLED IN FIRE-RETARDANT TREATED WOOD SHALL BE
<br /> 2. SPACE CONTROL JOINTS AT 15-0" MAX. FOR INTERIOR SLABS UNO ON PLANS. STEM WALL WHERE PER SCHED HOT-DIP GALVANIZED (ASTM A153) OR STAINLESS STEEL (TYPE 304 OR 316).
<br /> 48 dia 48 dia 3. CONSTRUCTION JOINTS TO BE USED AT END OF EACH POUR. OCCURS 3. STEP DOWN FOOTING PER DETAIL 3 ON SHEET S1.2 WHERE REQUIRED TO
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<br /> #5 MIN VERT - TYP FTG PER PLAN ACHIEVE MINIMUM ANCHOR BOLT EMBEDMENT. REV: DATE: DESCRIPTION:
<br /> .tr , .
<br /> T BEVELED SLAB REINF CONTINUITY
<br /> 2'-0" MIN 2'-0" MIN o0
<br /> Y d 4. CONCRETE
<br /> 2 BON
<br /> SLAB REINF CONTINUITY
<br /> IN ABSD AN H RMATE ANCHOR B LTH LD
<br /> t/2 KEYWAY SHALL BE MAINTAINED SAWCUT a PLACEMENT USING S C 00 HOLDERS,ERS, OR
<br /> • 1/8"x t/4 DEEP SHALL BE MAINTAINED b E* - TYP EQUIVALENT.
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<br /> 7 -
<br /> z OP
<br /> z �_ - _ z Q Q HOEDOWN ANCHOR * SEE SCHEDULE ON TYPICAL SHEAR WALL DETAIL FOR SHEATHING
<br /> a a - - - x .a x - x�-"x J
<br /> o oo "o o �.,o �o °o ' o _o BOLT PER SCHED
<br /> O O O O O EDGE NAILING.
<br /> 48 dia 0" TYP wa LU
<br /> WHERE HOLDOWN OCCURS ADJACENT TO A POST ON THE PLAN, USE SHEET NAME:
<br /> _ 2'-0" MIN ` " ��� ��� \� �\ \�\ HOEDOWN AT FOUNDATION THE LARGER OF THE INDICATED POST OR THE SCHEDULE END STUDS.
<br /> TYPICAL DETAILS
<br /> COMPACTED COMPACTED H TYPICAL HOLDDOWN SCHEDULE & DETAILS
<br /> VAPOR BARRIER GRANULAR FILL VAPOR BARRIER GRANULAR FILL
<br /> S1.2 N.T.S.
<br /> SL Louis-Montreal
<br /> PLAN OF ALT CORNER PLAN OF INTERSECTION PLAN OF TYPICAL CORNER CONSTRUCTION JOINT CONTROL JOINTR.d*rfica
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<br /> F TYP CONCRETE WALL REINFORCEMENT G TYPICAL CONSTRUCTION & CONTROL JOINT DETAILS S i .2
<br /> 796 Merus Court mechanical U
<br /> St.Louis,MO 63026 electrical N
<br /> T636.349.1600 plumbing
<br /> S1.2 N.T.S. S1.2 N.T.S. F636,349.1730 Fre protection w
<br /> aedificacase.eom structural U
<br /> COPYRIGHT 2018 Q
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