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ALL-THREAD NOTES
FRAMING NOTES AND LEGEND
H
1. ALL-THREAD CONNECTORS TO BE 1/2'DIAMETER BARS PLACED AT 4'O.C. IN ALL EXTERIOR
(2)2X6 1:1 (j)2X6 I
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYR UNO. BEARING WALLS,4'O.C.IN ALL INTERIOR WALLS,UNLESS NOTED OTHERWISE ON PLANS.
2x No.2 SPF,UNO.
STUD MATERIAL:
z
2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE <
HEADERS: COUNTED AS PART OF THE DESIGNATED O.C. SPACING. z
w
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, m
3. PLACE ALL-THREAD RODS WITHIN 6"TO 10"OF EACH CORNER AND AT EACH INTERSECTION OF 2
UNO. FASTEN HEADER LUMBER TOGETHER USING (2)ROWS OF 16d (0.148-X E Z 0
BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: :3 0 0
3.5-)COMMON NAILS AT 12-ON CENTER. USE OSB SHIMS AS NECESSARY TO z
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE 0 CL 0
A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) U-
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. 0
B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) W
w Z)
C. PLACE CORNER RODS CO
HEADER NOTATION IS:
A D. PLACE ALL OTHER RODS.
kN"� NUMBER OF PLIES IN HEADER 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY
2)GPLAM 2.OE r2 (2)2X6 1:1
1.75*x7.5"LVL NUMBER OF KING STUDS SYSTEM, OR APPROVED EQUIVALENT.ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH CD
UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 14
F 9
�3 W
(2)2X6 1:1 (2) 2x6 2:1 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
2 z
6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: 0
NUMBER OF CRIPPLE STUDS 5: 6
6"-TYPICAL WALLS, MONOLITHIC FOOTING
w z
SIZE OF DIMENSIONAL LUMBER 7"-EXTERIOR WALLS,STEMWALL FOOTING
................
8"-MASONRY WALLS
PORCH/GLULAM BEAM
(2)GPLAM 2.OE 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN
INTERIOR BEARING WALL
k
r2
8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O.
(2)2X6 1:1
9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS
1-STORY THREADED ROD ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH(1)ROW U)
w
OB OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH(2)SPH.PLACE A 1/2"
(2)2X8 1:2 ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP.
2-STORY THREADED ROD 04
0
LL ——— ———— 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS X w (y)
ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM —i
w
LL
INDICATES GLAZING CLASSIFIED AS END ZONE. OF THE ROD WITH A 3"SQ WASHER AND NUT, IN LIEU OF THREADED RODS,SEE SECTIONS 3 U) Ill
D (2)GPLAM 2.OE A ALL OTHER GLAZING LOCATED ON EXTERIOR OF AND 5/S5 FOR STRAPPING ALTERNATIVES. 0 3f
1.75"xll.88"LVL STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE.SEE"COMPONENT AND CLADDING DESIGN U)
PRESSURES,-ON COVER SHEET. 3: 111
W LO
u C) 0
C)
Z
-j
w
3: Ce
51
2�(!) -0c)
CO)
> 9
0
0
5 Z)
-x7.5- CL ca
VERIFY OR PLACE DOUBLE STUD GROUP UNDER z 3)GPLAM 2.OE 1.75 0 0 < 0
LVL.SEE 1 ST FLOOR PLAN.
2X8 FLOOR JOISTS 12"O.C. FASTEN
z
BEAM BEARING. FASTEN BEAM TO STUD GROUP 0 EXISTING 2X8 FLOOR TO NEW LVL WITH LUS28,ALL HOLES
WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING 0 JOISTS AT 16"O.C. FILLED WITH 10d NAILS.
WITH LTT20B. USE 10d NAILS IN ALL HOLES.
FASTEN BEAM TO BEAM WITH HGUS46,ALL HOLES
FILLED WITH 10d NAILS. 6 U)
S4 z
FASTEN BEAM TO HEADER WITH MTS20,ALL HOLES
FILLED WITH 1 Od NAILS.
111111111111111177
FASTEN BEAM TO HEADER WITH (2)HTS20,ALL
HOLES FILLED WITH 10d NAILS.
z
GO N
N LO
m co
LO
Uj<
0 00
LL LL
C4
4) LL
cc
x 2)
(1) -� '40)
(2) 2.OE < , 4)
Q 0 ccol
1.75 11.88"LVL.SEE 8 > .
IST OOR PLAN C'j 0 'At
04
to m
AYAI#
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_�FLOOR PLAN :AU
A Z.
A4 I'D
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Sheet No.
S2
2 OF 4
This docurneriL together AM the cormepts and designs presentLd herein Is intended only for the spedk purpose mid client for which k was prepared. ROM of arid knproper remance on this docurnerd willihout written authorization by Alexander Grace ConsuNng,Inc.,shal be without lablilly to Alwmnder Grace C;onsuldng,kw-
EL 3:
CONVENTIONAL FRAMING NOTES
Ui
1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
(2)2XI 2 CEILING BEAM z
SOLID WALLS ARE FIRST FOR RIDGE SUPPORT. <
2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. l-
FLOOR FRAMING. z
2X6 RAFTERS 16"O.C. L: w
(D
3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. DASHED WALLS ARE .0
E
SECOND FLOOR FRAMING. Z 0
z 0
4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. - w
0 a. 0
T— r--ir--T---T- I
5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH(5) 0
W
8d NAILS INTO THE RAFTER AND(5)8d NAILS INTO THE TOP PLATE. 2X10 RIDGE BEAM w
CID
CIO
6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH(5)8d NAILS I I IF
INTO THE RAFTER AND(5)8d NAILS INTO THE SLEEPER.
I 1 11 1 1
7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. 2X8 SLEEPER C)
8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12) 1 F_ I L
8dXl-1/2"NAILS.
2X8 RIDGE 0
z
9 FASTEN RIDGENALLEY BEAM TO WALL WITH(1)MSTA24 WITH(11)1 Od NAILS BEAM,TYP 0
S2
IN VALLEY BEAM, (11)INTO STUD BELOW. > 6
w Z
10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH(6)16d I I IL_-I- L I
NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE
FROM THE TOP PLATE TO THE PEAK.
2X6 CIELING JOISTS
11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH(4)16d NAILS AT
EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING.
ROOF RAFTER 1 11 2X6 RAFTERS 16"O.C.
1 11 w
I I IF-I- F I
RIDGE BEAM ce)
Cf)
------ C14
(2)2X6 1:1 (N
------------ CEILING JOIST 1: w I- ce)
w _j
w ILL
COLLAR TIE EXISTING CEILING JOISTS
------- (2)2X6 1:1 2
FASTENED TO NEW BEAM <
W I ft 4=L=U=S=2=6=,)h:A 6 cf! -------- U) m w
=TV III-
DOUBLE 2X12 CEILING JOIST FOR FILLED WITH 1 Od NAILS. 2X10 RIDGE BEAM to
RIDGE BEAM SUPPORT, UNO. 0
0 C)
---------- (2)2XI 0 BEAM FOR EXISTING ce) Z
CEILING JOISTS TO BUCKET TO.
(2)2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT,FASTENED
TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO -------
COLUMN WITH 18 GA STRAP WITH(4)8d NAILS IN RAFTER, (4)8d NAILS IN
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP
WITH(4)8d NAILS IN COLUMN,(4)8d NAILS IN TOP PLATE/HEADER. ----------------------------
---------------------------
------- ---------------------
FRAMING NOTES AND LEGEND
---------------------------
TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYR UNO. ------ ----------- -----------
STUD MATERIAL: 2x No.2 SPF, UNO.
------- ------------— -------
HEADERS: -------------------
tff�] =Z*---------------------
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, 0 2X6 VAULTED CIELING C)
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148 X --------------------- ----- F�-
3 -)COMMON NAILS AT 12- ON CENTER. USE OSB SHIMS AS NECESSARY TO ---------------------------- JO C�
.5 ISTS.SEE SECTION 5/S4 1-
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE FOR DETAILS.
---- ---------------------- C-) > 9
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. --------- y 00 20 6 !�!
r- CL ca
— ——— ———————————————---—————— <
L ——————— ——————————————————---
HEADER NOTATION IS: Y^4
NUMBER OF PLIES IN HEADER 0 ------- ------------------7T 7
_j
(2)2X6 1:1 -----------------------
NUMBER OF KING STUDS __j ---------------------- _j
\ 4 Is 4111 a I& a ————————————————-------——————
F F ------- --------------------- < z
(2) 2x6 2:1
2X6 ROOF RAFTERS ----------------------------
.4 ------- -- --------------
AT 16"0.C. ---
--------------------------- CL
NUMBER OF CRIPPLE STUDS ------- -
X-1 TR 1-0�G_C-8 TEAM Q--------
SIZE OF DIMENSIONAL LUMBER ---------------------------
0
------- -- ------------------ UL
2PJD FLOOR PLAN 0
PORCH/GLULAM BEAM ------------------- ------- -
0
-1_/4' 1 1-10" ---- -- ---------------- _j
----------- -------------- LJL 0
INTERIOR BEARING WALL -- ---- ------------------
---------- --- ------
------- -- -----------------
1-STORY THREADED ROD
z
2-STORY THREADED ROD
w
U)
INDICATES GLAZING CLASSIFIED AS END ZONE.
ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
gm
ZONE.SEE'COMPONENT AND CLADDING DESIGN 00 04
PRESSURES,-ON COVER SHEET.
w
2X6 ROOF I �FTERS 16"O.C. 0-0
2X8 SLEEPER, m 0
FOR DETAC AED COTTAGE, U) '0'0
C
VERIFY ON �RCITECHUAL TYPICAL ALL. 0 00
U_U_
PLANS. 0
2X8 RIDGE BEAM 0
2 5),
C4
C4
8 RID BEAM
X > IWD
in
0
0 =_ (501
8 >1
C) to 0
C4 0 .2 61
0 fa
GE 59M
10-07-10
Sheet No.
o3
3 OF 4
This documI together wNh the cono9I and designs presented herein Is Intended only for the specific purpose and cNent for which it was prepared. Rause of and Irnproper reliance on 9*document wA wdftn audKwLmdw by Alexander Grace Consulting,Inc.,shall be without liability to Ale nder Gram Consulft Inc.
427
4
EL
C)
ca Y_
7/16"OSB ROOF DECK FASTENED TO
>
w
FRAMING WITH 8d RING SHANKS.SPACING
AT 6"O.C.ON EDGE AND 12"O.C. IN FIELD.
CD
z
F_
z
w
SEE CONVENTIONAL FRAMING DETAILS E Z
0
p
FOR TOP PLATE CONNECTION 0
w D
CO
(2)2x NO.2 SYP TOP PLATE FASTENED . . .
WITH(2)ROWS I Od AT 16-O.C.
STAGGERED.MINIMUM 24-LAP WITH(12)
C)
10d IN LAP.
9
W
FASTEN 7/16-OSB W/8d @ 6-O.C.ON
TOP PLATE TO HEADER: co C3
EDGES, 12-O.C.IN FIELD.
SSP AT 16"O.C. z
U
N EDGE OF ALL THREAD WASHER
MUST BE WITHIN 3"OF THE HEADER 5: 6
2x4 SPF STUDS AT 12"O.C.
w z
KING STUD,TYP BOTH SIDES OF SEE TYPICAL WALL SECTION FOR of
-----------
OR OPENING.
2x6 SPF STUDS AT 16"O.C. TRUSS CONNECTION TO TOP
PLATE.
KING STUDS TO TOP AND BOTTOM
2x No.2 SYP BOTTOM PLATE FASTENED
BANDBOARD WITH 10d NAILS AT 12"O.C.IN NO.2 SYP HEADER,TYP. SEE PLATE WITH SSP.
SECOND FLOOR.
PLANS FOR SIZE,PLIES,AND
NUMBER OF KINGS AND CRIPPLES.
U)
(2)2X6 NO.2 SYP HEADER TO BE w
REPLACED WHERE EXISTING.
KING STUDS&CRIPPLES:(6)16d
BETWEEN ADJACENT KING STUDS
2X8 FLOOR SYSTEM.SEE FLOOR PLAN FOR
AND CRIPPLES.
w
DETAILS.
CRIPPLES TO HEADER:
(2)2x NO.2 SYP TOP PLATE FASTENED MSTAI 8 WITH (6)1 Od IN HEADER, (8)
WITH(2)ROWS 1 Od AT 16-O.C. 10d IN CRIPPLE U)
PLACE 1/2'ANCHOR BOLTS PER
STAGGERED.MINIMUM 24"LAP WITH(12) U)
TION.
THE TYPICAL WALL SEC
10d IN LAP. W
LO
cn
C)
1/2"ALL THREAD CONNECTORS.SEE
_j a
1/2"X6"TITEN HD SCREWS NO
Cf)
ALL-THREAD NOTES ON COVER SHEET FOR U HER THAN 3"AWAY FROM 0
INSTALLATION SPECIFICATIONS,SPACING
CRIPPLE STUDS.
AND EMBEDMENT.
> Memel
t> � A 1 0
FASTEN 7/16-OSB W/8d @ 6-O.C.ON
EDGES, 12-O.C.IN FIELD. EXISTING FOOTING TO REMAJN
1>
2x4 SPF STUDS AT 12"O.C. TYPICAL HEADER FRAMING DETAIL
OR 1/2"=V-0"
CC,,
2x6 SPF STUDS AT 16"O.C.
2x NO.2 SYP PT BOTTOM PLATE.APPLY 1/2" NOTES TYPICAL HEADER IN EXISTING WALL
ANCHOR BOLTS AT 6'O.C.WITH 6"MIN 1.IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO
1/2" V-0"
EMBEDMENT,CENTERED BETWEEN ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP
PLATE.
ALL-THREADS AND AT EACH SIDE OF A,0 '00
>
BOTTOM PLATE SPLICES. 0
FINISH GRADE OD CL
!d. C)
SEE FOUNDATION PLAN FOR FOOTING
SPECIFICATIONS.
DTYPICAL TWO-STORY WALL SECTION-
1/2"=V-0"
<
FASTEN ROOF RAFTERS TO WALL WITH H2.5A,ALL
2X12 RIDGE BEAM - - - - - - HOLES FILLED WITH 10d NAILS.
7777777 r.11 I I I I ry
U_
(2)2x NO.2 SYP TOP PLATE FASTENED WITH(2)
2X6X1 2"BLOCK BETWEEN ROWS 10d AT 16"O.C.STAGGERED.MINIMUM 24"LAP EXISTING TOP PLATE AND WALL
WITH(12) 1 Od IN LAP.FASTEN TOP PLATE TO
CEILING JOISTS.FASTEN WITH FRAMING.
HEADER WITH SPH AT 24"O.C.WITH 1 Od NAILS IN ALL
(5) 1/4-X5-WOOD SCREWS.
2X6 RAFTERS AT 16"O.C.,TYP 00 '0 01 HOLES. EXISTING HEADER
'o 'o
00
01 � 00
0o HEADER CONTINUOUS OVER MULTIPLE SUPPORTS.
10 � 00 0, '0 00
ol So � 00 '0 FASTEN HEADER TO CRIPPLES WITH MSTAI 8,ALL
10
t 10 �'o � '0 '0 00
00 SO � 00 00 01 HOLES FILLED WITH 10d NAILS.SEE PLAN FOR FILL OPENINGS WITH 2X4 NO.2
00 '0
2X6 CEILING JOISTS AT 16"O.C. 1 00
I SPF STUDS AT 16"O.C.
10 lo HEADER SIZE.
ON BACK SIDE OF RAFTER. 11 SO '0 lo
, lo 'o ol FASTEN TO HEADER/FRAMING
FASTEN AT EACH END WITH(7) 11 So
So
So 01 ABOVE AND BOTTOM PLATE
lo 10
10d NAILS. 0
? 0o '0 OW WITH(4) 1 Od 0
SEE ARCHITECTU 00 0o FASTEN WALL SHEATHING TO SHADED MEMBERS
RAL 00 0
00 TOE-NAILS.
00 00 WITH 8d COMMON NAILS AT 3"O.C.
PI ANS FOR PITCHES. 10 '00 WHERE DOORS/WINDOWS
00
00
00 EXIST,USE 2X4 BUCK. FASTEN
10 'o'o
x e EACH END WITH (4)10d
01
2X6 CEILING JOISTS AT 16"O.C. 00 0o FASTEN ALL CRIPPLES TO BOTOTM PLATE WITH SPH
lo So lo Co r-
TOE-NAILS.
So X 0
ON FRONT SIDE OF RAFTER.
ol
00 2X4 PT NO.2 SYP BOTTOM PLATE.
10
FASTEN AT EACH END WITH(7) lo
01 1/2"ANCHOR BOLTS AT 48*O.C.PLACE BOLTS MAX
lo oo
00 FASTEN TO EXISTING SLAB WITH C) 0
10d NAILS. 00 12-FROM CORNERS,ENDS AND SPLICES.
Z 2, T_ 8
C)
1/4"TAPCONS AT 6"O.C.
C 0
v"t"�I",
C4
00 WHERE THERE ARE FIRST FLOOR WALLS BELOW
SEE WALL SECTION 1/S1 FOR Q
SPECIFICATIONS. INSTEAD OF A FOOTING, FASTEN CRIPPLE STUDS TO
SEE WALL SECTION 1/S1
FOR SPECIFICATIONS. <
STUDS BELOW WITH MSTA36.
he
WAY
A
4
<
4T
IN <
11 4
CONVENTIONAL FRAMING SECTION
1/2" V-0"
Ire
tall'.
0 I'D
14
ell W,
WALL FILL IN DETAIL
6 1/2" 1'-0'
Y ;1",
eet No.
JA
jj� f &
i" T'li S4
UPIN
N'x
OF
exander Grace Com",b-
onty for the spedk purpose and client for vwhich ft was prepared. Reuse of and knproper reliance on this docuinent w1khout wrMm Suftrization by Alexander Grace Consuiting.kw-shag be without liability to AL
This document together mft the concepts and designs presented herein Is intended
g