|
10,1119=
<br />1 • Mul
<br />r i
<br />SHEAR WALL
<br />PER PLAN
<br />SIMPSON HDU HOLDOWN
<br />w/ FASTENER TO WOOD
<br />PER HOLDOWN SCHEDULE
<br />ADDITIONAL HOLDOWN
<br />PER PLAN
<br />(E) P.T. SILL, UPSIZE TO 3x
<br />PER S.W. SCHEDULE,
<br />ATTACHMENT PER
<br />SCHEDULE - -�
<br />FIELD VFY. (E)
<br />STEM WALL HT.
<br />(E) CONT. FTG.
<br />II
<br />II
<br />II
<br />II
<br />II
<br />11
<br />II
<br />I
<br />I
<br />II
<br />II
<br />II
<br />i
<br />f
<br />t
<br />{
<br />p�� 3
<br />E I E t• I M s
<br />COMPRESSION STUDS/POST
<br />PER HOLDOWN SCHEDULE, NAIL
<br />MULTIPLE HOLDOWN STUDS w/
<br />(2)10d @ 6"oc
<br />FOR CRAWL SPACE FRAMING
<br />CONDITION, ADD DOUBLE 2x
<br />BLKG. DIRECTLY BELOW
<br />HOLDOWN STUD
<br />- FRAMING CONT. BEYOND
<br />WHERE OCCURS
<br />- EPDXY ANCHOR PER
<br />SCHEDULE
<br />T.O. (E) STEM WALL
<br />T.O. (E) CONT_ FTG.
<br />NOTE:
<br />UPGRADE (E) STUD WALL FRAMING
<br />TO DOUBLE 2x STUD FOR SHEAR
<br />WALL WITH PANEL SHEATHING ON
<br />BOTH SIDE, SEE SHEAR WALL
<br />SCHEDULE, NAIL (N) 2x STUD TO (E)
<br />STUD w/ (2)10d @ 6"oc
<br />w^I
<br />I I
<br />1 I
<br />TYPICAL EDGE NAILING
<br />SEE NOTE BELOW, 3/8"
<br />TO EDGE OF PLYWOOD
<br />MIN.
<br />,
<br />!
<br />I �\
<br />l
<br />SHEET & SUPPORT
<br />I (
<br />i
<br />i 4
<br />TYPICAL INTERMEDIATE:
<br />NAILING PER SCHEDULE77
<br />STAGGER PLYWOOD JOINTS
<br />�e I
<br />FLOOR/ROOF
<br />JOIST PER PLAN
<br />HOLD ADDITIONAL #4 x
<br />6-0" EACH SIDE OF
<br />ANCHOR, BEND AROUND,
<br />CONNER AS REQUIRED -
<br />STEM WALL,
<br />THICKNESS PER PLAN
<br />CONT. FTG.,
<br />SIZE PER PLAN
<br />� a 4
<br />a
<br />1111
<br />6ti<
<br />4
<br />"
<br />-°
<br />U
<br />� MIN.
<br />T.O. STEM( WALL
<br />IV
<br />T.O. CONT_ FTG,
<br />` MINIMUM FOOTING SIZE
<br />AROUND ANCHOR PER
<br />HOLDOWN SCHEDULE
<br />THICKEN FTG. AS REQUIRED AT
<br />ANCHOR TO ACHIEVE REQUIRED
<br />EMBED DEPTH INTO CONT. FTG.,
<br />SEE HOLDOWN SCHEDULE
<br />4
<br />i +
<br />PANEL EDGE NAILING
<br />(2) 2x TOP PLATE U.N.O. TO TOP PLATE
<br />2x STUDS @ 16"oc,
<br />7-_v®__I-f_-__--Fl-.-----�---•- PANEL EDGE NAILING
<br />I I I i I I I I I•° TYP. U.N.O. TO END BTU®
<br />I I I I I I I I I°:
<br />EDGE NAILING
<br />@ I I I I I I I• I I°.
<br />ADJOINING PANEL
<br />EDGE I I I I I I i•I PLYWOOD PANEL
<br />I I I I I I ( I SHEATHING PER SW
<br />SCHEDULE
<br />I I I I I• I I
<br />II II II I;I l
<br />1 1 I I I I I•I PANEL FIELD NAILING TO
<br />I I I•.I I ( ('I I INTERMEDIATE STUD
<br />1 1 `•I I I i:l I
<br />2x BLOCKING w/ EDGE _®� -® _1---__---1•I-®®® ®�
<br />NAILING, TYP., USE 3x
<br />WHEN NOTED ON I (` •I I I I( I
<br />SCHEDULE II II II II I NOTE:
<br />! I I I I I I I I NAILING TO BE 3/8" MIN.
<br />i TO EDGE OF SUPPORTS &
<br />SHEETS
<br />2x P.T. SILL PLATE
<br />FINISHED FLOOR LINE
<br />SILL PLATE
<br />ANCHOR BOLT,
<br />SEE SCHEDULE -
<br />NOTE:)
<br />ALL ENDS OF PLYWOOD SHEETS
<br />TO SPLICE OVER CENTERLINE 1
<br />JOISTS O:. SUPPORTING
<br />a
<br />MEMBERS, BLOCK PANELS
<br />LESS THAN 12" IN WIDTH
<br />NAIL SPACING @
<br />NAIL SPACING
<br />ZONE
<br />CONTINUOUS
<br />INTERMEDIATE
<br />STIFFENERS
<br />EDGES
<br />SUPPORT
<br />0.148"0 @ 6"ocAT
<br />SUPPORTED EDGES
<br />0,131"0 @ 12"oc
<br />UNBLOCKED, U.N.O.
<br />0.148" O @ 4"oc AT
<br />SUPPORTED EDGES
<br />0.131"0 @ 12"oc
<br />BLOCKED, w/ 2x FLAT BLOCKS AT
<br />UNSUPPORTED PANEL EDGES
<br />0.148" O @ 2"oc AT
<br />SUPPORTED EDGES
<br />0.131" O @ 12"oc
<br />BLOCKED, w/ 2x FLAT BLOCKS AT
<br />UNSUPPORTED PANEL EDGES
<br />ROOF NAILING NOTE:
<br />1. ALL NAILS SHALL BE 10d COMMON (0.148" 0) w/ 1-1/2" MIN. PENETRATION INTO FRAMING.
<br />2. ALL NAILS TO BE FLUSH DRIVEN & SHALL NOT FRACTURE PLYWOOD SURFACE.
<br />3. PROVIDE 3/8" MIN. CLEARANCE BETWEEN NAIL CENTERLINE AND PANEL EDGE,
<br />4. PROVIDE 2 ROWS 10d @ 4"oc EA. ROW AT EXTERIOR DIAPHRAGM BOUNDARIES, (BLDG. PERIMETER) TYP. (U.N.O.)
<br />5. AT STEEL STRAP TIE LOCATIONS, NAIL ALL HOLES vv/ 1-1/2" MIN. PENETRATION INTO SAWN LUMBER FRAMING.
<br />DO NOT USE 10d x 1-1/2" NAILS AS SPECIFIED IN SUPPLIER LITERATURE.
<br />II II II II
<br />II II II II
<br />II II II II
<br />II II II IP
<br />II it II II
<br />II II II II
<br />+ it II II II
<br />it II II II
<br />® I _-®---i ®I-L ®®__-Li-_®
<br />PER DETAILS PER
<br />SCHEDULE
<br />d
<br />d a
<br />Q .a
<br />d
<br />G
<br />d
<br />a
<br />a
<br />4
<br />a
<br />a.
<br />d
<br />a.
<br />TYPICAL WALL FRAMING
<br />S CTION
<br />N.T.S.
<br />(2) 2x STUD FOR
<br />SINGLE STRAP, (5) 2x
<br />STUD FOR DOUBLE
<br />STRAP, SEE S.W.
<br />HOLDOWN SCHEDULE
<br />CONT. LSL
<br />RIM JOIST ----\
<br />JOIST PER
<br />PLAN BEYOND II II
<br />INI
<br />III
<br />ADD (2) 2x VERT.
<br />BLKG. FOR SINGLE
<br />STRAP, (5) 2x BLKG.
<br />FOR DOUBLE STRAP
<br />PLYWOOD
<br />WALL
<br />SHEATHING
<br />NOT SHOWN
<br />SIMPSON HD
<br />HOLDOWN
<br />FASTENER TO WOOD
<br />PER S.W. HOLDOWN
<br />SCHEDULE
<br />MINIMUM WOOD
<br />MEMBER ABOVE AND
<br />BELOW LEVEL, SIZE
<br />PER S.W. HOLDOWN
<br />SCHEDULE
<br />©®©®®
<br />m
<br />o
<br />---
<br />A307 BOLT PER S.W.
<br />HOLDOWN SCHEDULE
<br />'IP
<br />�Id
<br />11 �
<br />1 � IP
<br />I did
<br />I �► 9
<br />1 11 II
<br />INIII1111
<br />II II II 11 II
<br />NO
<br />ADD (3) 2x VERT.
<br />BLKG., WHEN FLOOR
<br />JOIST LINEUP w/
<br />HOLDOWN POST,
<br />SANDWICH JOIST w/
<br />(2) 2x VERT. BLKG.
<br />AND NAIL TOGETHER
<br />w/ (6)16d
<br />MARK
<br />(NOTE 4)
<br />FASTENERS TO WOOD (NOTE 1,3,5)
<br />ANCHOR
<br />--
<br />REQUIRED FASTENER
<br />TO WOOD
<br />MINIMUM WOOD
<br />MEMBER SIZE
<br />MSTC28
<br />(16) 16d SINKERS
<br />(2)2x STUDS
<br />--
<br />MSTC40
<br />(32) 16d SINKERS
<br />(2)2x STUDS
<br />MSTC52
<br />-MSTC66
<br />(48) 16d SINKERS
<br />(68) 16d SINKERS
<br />(2)2x STUDS
<br />(2)2x STUDS
<br />-
<br />-
<br />MST72
<br />(62) 16d
<br />(2)2x STUDS
<br />-
<br />CMST12 x 84"
<br />(74) 16d
<br />(2)2x STUDS
<br />a
<br />- HD12
<br />(4) 1" DIA. A307 BOLTS
<br />(3) 2x STUDS
<br />1"0 A307 BOLT
<br />HD12 (SPELL.)
<br />(4) 1" DIA. A307 BOLTS
<br />4x6 POST @ 2x4 WALL
<br />6x6 POST @ 2x6 WALL
<br />1"0 A307 BOLT
<br />HD19
<br />(5) 1 DIA. A307 BOLTS
<br />4x3 POST @ 2x4 WALL
<br />6x6 POST @ 2x6 WALL
<br />1-1/8"O A307 (BOLT
<br />HD19 (SPELL.)
<br />(5) 1" DIA. A307 BOLTS
<br />4x3 POST (7a 2x4 WALL
<br />6x6 POST @ 2x6 WALL
<br />1-1/4"0 A307 BOLT
<br />n J I I I �� _ I I
<br />SHEAR WALL FRAMING HOLDOWN NOTE:
<br />NOTE: -
<br />FOR HOLDOWN ABOVE OPENING, WRAP 1. MINIMUM WOOD MEMBER SIZE ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. DO
<br />STRAP AROUND BEAWHEADER AND NOT USE LAG BOLTS TO FASTEN HOLDOWNS TO WOOD MEMBERS.
<br />CONNECT w/ REQUIRED FASTENER. FOR 2. HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL
<br />HD HOLDOWN, PROVIDE THRU BOLT TO OF HARDWARE SCHEDULED IS REQUIRED, SEE PLANS FOR HOLDOWN CALL -OUTS AND
<br />BEAWHEADER w/ 3"x3"x1/4" SQ. WASHER LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION.
<br />3. QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE
<br />AND BELOW THE DEPTH OF THE FLOOR SYSTEM. USE 16d COMMON NAILS, U.N.O.
<br />SHEAR WALL FRAMING HOLDOWN 4. FOR 2X STRAP CALL®® UT ON PLAN, USE () DOUBLE STRAP TIES AND PROVIDE 5 2x STUDS
<br />S
<br />- -- 5. IF SHEAR WALL REQUIRES 3x STUDS PER SHEAR WALL SCHEDULE, USE 3x INSTEAD OF 2x
<br />NOTED ON HOLDOWN SCHEDULE.
<br />s�a HOLDOWN
<br />SHEAR
<br />WALL
<br />FOUNDATION
<br />ANCHOR TO CONCRETE
<br />HOLDOWN TO WOOD POST (NOTE 2,4)
<br />MARK
<br />REQUIRED HD.
<br />REQUIRED ANCHOR
<br />A307 BOTTOM DBL. NUT
<br />MINIMUM EMBEDMENT DEPTH
<br />MINIMUM (N) FOOTING
<br />SIZE AROUND ANCHOR
<br />FASTENER TO POST
<br />POST (2x4 WALL)
<br />-
<br />POST (2x6 WALL)
<br />(NOTE 1)
<br />PLATE WASHER
<br />(NOTE 5)
<br />(NOTE 7)
<br />STHD10
<br />a
<br />10" FROM T.O. STEM WALL
<br />-
<br />---
<br />(18)16d
<br />(2)2x4 STUDS
<br />(2)2x6 STUDS
<br />STHD14
<br />e
<br />-
<br />14" FROM T.O. STEM WALL
<br />_
<br />(22)16d
<br />(2)2x4 STUDS
<br />(2)2x6 STUDS
<br />18" FROM T.O. STEM WALL /
<br />HDU4
<br />SB 5/3x24 OR 5/3"0 A307
<br />1-3/4" SQ. x 1/2"
<br />9" FROM T.O. (E) STEM WALL*
<br />--
<br />(10)1/4"x2-1/2" SIDS
<br />(2)2x4 STUDS
<br />(2)2x6 STUDS
<br />-
<br />18" FROM T.O. STEM WALL /
<br />HDU5
<br />SB 5/8x24 OR 5/8"0 A307
<br />1-3/4" SQ. x 1/2"
<br />10" FROM T.O. (E) STEM WALL'
<br />e
<br />(14)1/4"x2-1/2" SIDS
<br />(2)2x4 STUDS
<br />(2)2x6 STUDS
<br />13" FROM T.O. STEM WALL /
<br />HDU3
<br />SB 7/8x24 OR 7/8"0 A307
<br />1-3/4" SQ. x 1/2"
<br />12" FROM T.O. (E) STEM WALL*
<br />_
<br />(20)1/4"x2-1/2" SIDS
<br />4x4 POST
<br />(3) 2x6 STUDS
<br />HDU11
<br />PAB8 OR V'0 A307
<br />2-3/4" SO. x 5/3"
<br />11" FROM T.O. CONT. FTG.
<br />33" x 33"
<br />(30)1/4"x2-1/2" SIDS
<br />4x6 POST
<br />6x6 POST
<br />HDU14
<br />PAB8 OR 1"0 A307
<br />2-3/4" Sty. x 5/3"
<br />11" FROM T.O. CONT. FTG.
<br />33" x 33"
<br />(36)1/4"x2-1/2" SIDS
<br />4x6 POST
<br />4x6 POST
<br />HD12
<br />u
<br />PAB8 OR 1 � A307
<br />n n
<br />2=3/4 S . x 513
<br />Q
<br />}
<br />11 FROM T.O. CONT. FTG.
<br />u n
<br />33 x 33
<br />n
<br />4 1 DIA. A307 (BOLTS
<br />()
<br />(3)2x4 STUDS
<br />()
<br />3 2x6 STUDS
<br />( )
<br />HDU14 (SPECL.)
<br />PAB8 OR 1"0 A307
<br />2-3/4" SQ. x 5/3"
<br />11" FROM T.O. CONT. FTG.
<br />33" x 33"
<br />(36)1/4"x2-1/2" SIDS
<br />4x6 POST
<br />6x6 POST
<br />HD12 (SPECL.)
<br />PAB9 OR 1-1/3"0 A307
<br />3-1/4" SQ. x 5/3"
<br />13" FROM T.O. CONT. FTG.
<br />33" x 33"
<br />(4) 1"DIA. A307 BOLTS
<br />4x3 POST
<br />6x6 POST
<br />HD19
<br />PAB9 OR 1-1/8"0 A307
<br />1/4" SO. x 518"
<br />13" FROM T.O. CONT. FTG.
<br />38" x 38"
<br />(5) 1" ILIA. A307 BOLTS
<br />4x6 POST
<br />6x6 POST
<br />HD19 (SPECL.)
<br />PAB9 OR 1-1/8"0 A307
<br />_3
<br />3-1/4" SO. x 5/8"
<br />13" FROM T.O. CONT. FTG.
<br />38" x 33"
<br />(5) 1" ILIA. A307 BOLTS
<br />4x3 POST
<br />6x6 POST
<br />SHEAR WALL FOUNDATION HOLDOWN NOTE:
<br />1. SIMPSON SB AND PAB CAN BE SUBSTITUTED WITH ASTM A307 HEADED ANCHOR BOLT w/ BOTTOM DOUBLE NUT AND PLATE WASHER PER SCHEDULE
<br />2. MINIMUM WOOD MEMBER SIZE ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. ACCEPTABLE TO SUBSTITUTE 2x BUILT-UP POST THAT MATCHES REQUIRED
<br />POST DEPTH. DO NOT USE LAG BOLTS TO FASTEN HOLDOWNS TO WOOD MEMBERS.
<br />3. HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL OF HARDWARE SCHEDULED IS REQUIRED, SEE PLANS FOR HOLDOWN
<br />CALL -OUTS AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION.
<br />4. FOR SHEAR WALL REQUIRES 3x STUDS PER SHEAR WALL SCHEDULE, USE 3x INSTEAD OF 2x NOTED ON HOLDOWN SCHEDULE.
<br />5. FOR ANCHORS CONNECTING TO EXISTING CONCRETE, DENOTED WITH (`), USE SIMPSON SET-XP EPDXY, EMBED DEPTH PER SCHEDULE. NUMBER OF REQUIRED
<br />HOLDOWN PER PLAN.
<br />6. CAST ENLARGED FOOTING AROUND ANCHOR MONOLITHICALLY WITH CONT. FOOTING, MINIMUM FOOTING SIZE AROUND ANCHOR PER SCHEDULE, THICKEN
<br />FOOTING DEPTH TO ACHIEVE MINIMUM EMBEDMENT DEPTH PER SCHEDULE, SEE DETAIL ON THIS SHEET.
<br />7. PROVIDE #4 @ 6"oc EA. WAY BOTTOM FOR FOOTING AROUND HOLDOWN ANCHOR.
<br />SHEAR WALL SCHEDULE (DOUG FIR OR HEM FIR LUMBER PER GENERAL NOTES)
<br />APA RATED SHEATHING (NOTE 1,2,4,12,13)
<br />SILL PLATE ATTACHMENT TO CONCRETE
<br />(PRESSURE -TREATED)
<br />DOUG-FIR
<br />HEM -FIR
<br />RIM JOIST OR BOARD
<br />WALL BOTTOM PLATE
<br />SHEAR
<br />SHEAR
<br />5/8" 0 x 7" ANCHOR
<br />ARK
<br />WALL STUD AND EDGE BLKG.
<br />CONNECTION TO
<br />CONNECTION TO
<br />CAPACITY
<br />CAPACITY
<br />APPLICATION
<br />EDGE 8d NAIL SPACING
<br />(NOTE 3,6,14)
<br />WALL TOP PL OR SILL PL
<br />RIM JOIST OR BOARD
<br />BOLT SPACING
<br />SILL PLATE SIZE
<br />(PLF)
<br />(PLF)
<br />(NOTE
<br />(NOTE 4,5)
<br />(NOTE 7,8)
<br />(NOTE 8,9)
<br />(NOTE 10,15)
<br />(NOTE 11)
<br />W3
<br />ONE SIDE
<br />0.131" x 2 1/2" @ 3"oc
<br />2x
<br />CLIP @ 11"oc
<br />0.148"x3 1/4" @ 3"oc
<br />21"oc
<br />2x
<br />490
<br />455
<br />W4
<br />ONE SIDE
<br />0.131" x 2 1/2" @ 4"oc
<br />2x
<br />CLIP @ 14"oc
<br />0.143"x3 1/4" @ 4"oc
<br />28"oc
<br />2x
<br />380
<br />353
<br />W6
<br />ONE SIDE
<br />0.131" x 2 1/2" @ 6"oc
<br />2x
<br />CLIP @ 20"oc
<br />0.148"x3 1/4" @ 6"oc
<br />40"oc
<br />2x
<br />260
<br />242
<br />BOTH SIDE
<br />0.131" x 2 1/2" @ 2"oc STAGGERED
<br />3x
<br />3- CLIPS @ 12"oe
<br />3- CLIPS @ 12"oc
<br />10"oc
<br />3x
<br />1280
<br />1190
<br />2\N2
<br />2W3
<br />BOTH SIDE
<br />0.131" x 2 1/2" @ 3"oc STAGGERED
<br />3x
<br />2- CLIPS @ 11"oc
<br />2- CLIPS @ 11"oc
<br />12"oc
<br />3x
<br />980
<br />912
<br />2W4
<br />BOTH BIDE
<br />0.131'° x 2 1/2" @ 4"oc
<br />3x
<br />2- CLIPS @ 14"oc
<br />2- CLIPS @ 14"oc
<br />18"oc
<br />3x
<br />760
<br />706
<br />2W6
<br />BOTH SIDE
<br />0.131" x 2 1/2" @ 6"oc
<br />3x
<br />2- CLIPS @ 20"oe
<br />2- CLIPS @ 20"oe
<br />21"oc
<br />3x
<br />520
<br />484
<br />SHEAR WALL NOTES:
<br />10.
<br />ANCHOR BOLTS SHALL BE PROVIDED WITH 3"x3"x1/4 PLATE WASHERS. FOR ANCHOR IN EXISTING FOUNDATION, EMBED
<br />ANCHOR BOLT 7" INTO CONCRETE WITH SIMPSON SET-XP EPDXY; EMBED ANCHOR BOLT 7" INTO CMU WITH SIMPSON SET
<br />1.
<br />INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR ENTIRE LENGTH SHOWN ON PLANS.
<br />EPDXY, FIELD VERIFY CMU CELLS ARE SOLID GROUTED.
<br />2.
<br />WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED
<br />11.
<br />PRESSURE PRESERVATIVE TREATED WOOD CAN CAUSE EXCESSIVE CORROSION AND DEGRADATION OF FASTENERS.
<br />SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS.
<br />PROVIDE HOT DIPPED GALVANIZED NAILS AND CONNECTOR PLATES FOR ALL CONNECTORS IN CONTACT WITH
<br />3.
<br />BLOCKING IS REQUIRED AT ALL PANEL EDGES,
<br />PRESERVATIVE TREATED FRAMING MEMBERS.
<br />4.
<br />PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS.
<br />12.
<br />DETAIL ALL EXTERIOR WALL TO BE W6 PER SCHEDULE, U.N.O. ON PLAN.
<br />ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE (BUILDING, CORRIDORS, WINDOWS, OR
<br />DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. ALTERNATE WALLS
<br />ALTERNATE NOTES;
<br />^---
<br />DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS.
<br />5.
<br />SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH
<br />13.
<br />7/16" APA RATED SHEATHING (OSB) MAY BE USED IN LIEU OF 15/32" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED
<br />STUD USED IN BUILT-UP HOLDOWN POSTS. REFER TO THE HOLDOWN DETAILS FOR ADDITIONAL INFORMATION.
<br />16"oc AND ENGINEER OF RECORD HAS BEEN NOTIFIED IN WRITING AND APPROVES.
<br />6.
<br />INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING SHALL BE AT 12"oc MAX.
<br />14.
<br />WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM WALL BOARD SHEATHING (GWB), CONTACT ENGINEER OF RECORD
<br />7.
<br />USE 0.131x1-1/2" LONG NAILS TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131x2-1/2" NAILS WHEN CLIPS
<br />FOR APPROVAL AND ALTERNATE FASTENING REQUIREMENTS.
<br />ARE INSTALLED OVER SHEATHING.
<br />15.
<br />AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN LIEU OF A SINGLE 3x STUD. DOUBLE 2X
<br />8.
<br />FRAMING CLIPS ARE EITHER A35 ANGLE OR LTP4 (AT EXTERIOR FACE OF WALL SHEATHING), OR APPROVED EQUIVALENT.
<br />STUDS MAY BE CONNECTED TOGETHER WITH 3" NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING.
<br />9,
<br />WHERE PLATE ATTACHMENT SPECIFIES 2- ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM, OR EQUAL. ATTACH PER
<br />16.
<br />CONTACT ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR
<br />DETAILS
<br />BOLTS. TYPICALLY SET ADHESIVE WILL BE ALLOWED AS AN ALTERNATE.
<br />17.
<br />ALL ANCHOR BOLTS SHALL HAVE PLATE WASHER 3"x3"x1/4". PLATE WASHERS TO BE SLOTTED SO WASHERS IS WITHIN
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