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,SOLID BLOCKING• SEE C /S -7 12 (3)- TR -3'S AT HIP. SNAP
ROOF SHEATHING 5 3/8 1- TRUSS TR -1 J` 0.
SEE NOTE 6 ON SHEET S -3 2X6'7 AT 24" O.C. - Q
10 1/4 BEAM 8 -2. 6 3/4' X
2X8 BLOCKING BETWEEN �{
12 GLU -LAM. ELEVATION 3 D A A F
3 3/40-a-, S' 1 1/2' 2X8 PLATE AND ATROOF
110' -0 '
, SHEATHING• SHAPE 2X8
10d NAILS AT 4" O.C. AT ROOF SHEATHING TO L
CONT. 2X6. SHAPE
a. CONT. 2X6 SHAPED. 2X4 BLOCKING ( LAID FLAT) W/ 2- % IT
TOP TO MATCH SLOPE. 2-CLIPS. MAXIMUM SPACING TO BE MATCH ROOF SLOPE.
2X4'S AT 24" O.C. EVERY THIRD SPACE.
ROOF JOIST
CONT. 2X8• • �� BOLBOTTOMSCHORD OF - 2X8 TOP PLATE
HIP TRUSS TR -3•
N WALL PLATES
8 6
ELEVATION /`
BEAM B -1. 3 -2X12 S w/
T 6 1/2' 1Q8 _0 2X6 BLOCKING. SEE
CONT. 1/2" SHEATHING SIMPSON A35 OR EQUAL.
SPACERS. SPIKE TOGETHER. CONT. 2X8• NOTE 4 ON SHEET S -3•
2X8 BLOCKING BETWEEN
2X4 HANGER AT TR -3'S AND TR -1 AT
24" 0• C.
2X6 PLATE AND AT ROOF
2X8 CONT. PLATE ON
WALL SHEATHING FRAMING ANCHORS• ONE TO SHEATHING. SHAPE 2X8 ,♦
2X6 CONT. PLATE ON TOP PLAN VIEW TOP OF BEAM B -2• 2x4 SOFFIT FRAMING EACH SIDE TO BE NAILED 2X SOLID FULL HEIGHT AT ROOF SHEATHING TO
0•C• � TO JOIST OR TRUSS & WALL OPEN AREA BLOCKING• SHAPE TOP MATCH ROOF SLOPE. Q
OF BEAM B -1• AT 2
PLATE THEN TO BLOCKING. TO MATCH ROOF SLOPE. TRUSS TR
BEAM B -1• SET BEAM ON ELEVATION CONT. 2X4 W/ SIMPSON U24 � SIMPSON A35 SHOWN. 2X6 TOP PLATE
3/4" X 5 1/2" X 0' -4 1/4" 116' -1' OR EQUAL AT SOFFIT
SHIM• -'" FRAMING• 3 31-22
SOLI D BLOCKING M
1/4" X 7 1/2' X 0' -4 3/4' _ _ DETAIL I L
SIDE PLATES W/ (2) -1/2 "0 - N SECTION ANCHORING DETAIL D 7 -e (DtA
S -37579
BOLTS THRU BEAM B -1• WELD - ELEVATION S -3 C
A -6 A -21 SCALE: I"-l'-O"
TO BEARING PLATE. ' 114' -11 1/2' SCALE: 3/4"=l'-O" SCALE: 3/4' =1 ' -0'
J
4 "4) EXTRA STRONG PIPE 1/2' X 7 1/2' X 0' -10' 2X6 PLATE ON TOP O
COLUMN. FOR DETAIL AT SIDE PLATES W/ (2)- PLATES. SEE C /S -6
BASE OF COLUMN. SEE 1/2"0 BOLTS THRU BEAM SIMPSON A35 OR EQUAL 2X8 BRACING W/ SIMPSON
SIMPSON A35 OR EQUAL. E /S -2• B -2• WELD TO BEARING
ELEVATION PLATE b 1/4" SIDE (2) -2x8'7 U26 OR EQUAL AT EACH END.
i/4' STIFFENER PLATE (2)- 2X12'7 (SEE
PLATE. (2)- 2X12'S ALSO E /S-7 a J /S -7)
2 1/2" X 2 1/2` 1/2' BEARING PLATE-
TRUSS TR -18
S -3 2X8 BLOCKING Q
DETAIL- A _
SCALE: 3/4 " =1' -0" CENTERLINE OF FOLDING CENTERLINE OF FOLDING
PARTITION. PARTITION•
(2) -2X8'7 w/ SIMPSON U26 -2 OR
(2)- 2X12'S -0. (2) -2X8'S ,_0. EQUAL SKEWED HANGER.
- Z-2
PLAN VIEW " PLAN VIEW �� 2'0 Z
2X4 X 1 -6 PLATE TRUSS BOTTOM CHORD.
O. CENTERLINE OF FOLDING
ON TOP PLATES
• PARTITION•
SHEATHING CONT. 1/2" SHEATHING CONT. PLAN VIEW 1/2" SHEATHING CONT-
ON
NUMBER
' ELEVATION " '' ELEVATION
108' -1 1/2' `t r
1108--1 1/2' 2XB BLOCKIN DATE
2X6 PLATE ON TOP
2X4 PLATE ON TOP t '/ (lei
PLATES- SEE C /S -6 (2) -2X4'S BELOW PLATES AT TRUSS ELEVAT •
11081-1 1/2
FOLDING PARTITION BLOCKING• SEE C /S -6
SIMPSON A35 OR EQUAL BEAM.
ELEVATION SECTION ELEVATION (2) -2X6'7 BELOW SECTION ELEVATION SECTION ,
(2)- 2X12'5 FOLDING PARTITION
BEAM
i
TRUSS TR -1 S -4 LL�
_ TAIL 5 -4 DETAIL DETAIL (DLS-4
D E • ALE: 3/4 " =1' -0" SCALE: 3/4"-1'-0"
SCALE: 3/4 " =1' -0 SC
Lf CENTERLINE OF FOLDING
PART ITION•
(2)- 2X12'7
' -0' L SIMPSON A35 OR EQUAL
PLAN VIEW SIMPSON A35 OR EQUAL. (2)- 2X12'7 ^ -
TRUSS BOTTOM CHORD. (2)- 2X12'7 TRUSS TR -1A OR TR -1
(2) -2XB'S
1/2' SHEATHING CONT. 2X8 BLOCKING
�; t•' EL, VAT I ON -
108 -1 1/2 PARTITION CENTERLINE OF FOLDING
OF FOLDING -
2X4 PLATE ON TOP
PART ITION. (2) -2XB'S 2X BRACING w/ SIMPSON
PLATES AT TRUSS (2)- 2X12'7 . -0• U26 6 OR EQUAL AT EAACH CH END-
CENTERLINE
;
BLOCKING- SEE C /S-6 -0 TRUSS TR -1 OR TR -IA
PLAN VIEW
PLAN VIEW 2x6 x t' -6" PLATE VIEW
PLAN
CENTERLINE OF FOLDING
ELEVATION (2) -2X6'S BELOW SECTION ON TOP PLATES- TRUSS BOTTOM CHORD-
FOLDING PARTITION PARTITION. -•
BEAM 7" %-f A'- ' ►.; ^.+;' S+ r ' Nt; SUN i . -
(� 1/2" SHEATHING CONT• j
DETAIL
S_4 � ELE'vA � lOh « 'u � -' ELEVAT ION 2X8 BLOCKING � ��
SCALE: 3/4'-1'-0' 1108' 108' -1 1/2 '
2X4 X 1' -6' PLATE ELEVATION '
(2) -2X6'S BELOW ON TOP PLATES. (2X6
1108--1 1/2
FOLDING PARTITION WHERE TRUSS BLOCKING H !
BEAM. DOES NOT OCCUR. SEE
ELEVATION SECTION ELEVATION C /S -6) SECTION ELEVATION SECTION } Q
(2)-2X6 'S BELOW FOLDING J (D
PARTITION BEAM
DETAIL -�
_ l0 4• - DETAIL s -4 s -4
BEAM B 6. 6 3/4 x 1/ DETA I L s 4
10 1/2" GLU -LAM. K
] 1/2' S 3 3/4 SCALE: 3/4"=1 ' -0" SCALE: 3/4 " =1 ' -0"
SCALE: 3/4 " =1 ' -0' '�-. L1J
o r--)
t 2- 2X12'S WITH 3/8' P
X 11 ' X ' 16 ' -0' PLATE
2- 2X12'7 WITH 3/8" X 11' CONT. BETWEEN 2X12'S• BOLT
BEAM B -7. 3- 2X12'S W/ TOGETHER WITH 1/2" 0
61/2' CONT. 1/2" SHEATHING PLATE BETWEEN 2Xt2'S• BOLT
BOLTS AT 24" 0•C• SEE
TOGETHER WITH 1/2" m BOLTS
SPACERS- SPIKE TOGETHER. Q /S -7 SIMILAR. (START ��'` 2- 2X12'7• SPIKE
2X8 CONT. PLATE ON AT 24" O.C.-STAGGERED- 2- 2X12'7 WITH TOGETHER. v
SET 1 PLATE AT LOW END OF `��� `\\�`� ` 3/8" X 11" CONT.
TOP OF BEAM B -6. OVERBUILD FASICA PLATE BETWEEN
BEAM ON 3/4' X 6 SET
X 0' -7" SHIM. 4' X 4" X 3/8' ANGLE X 2- 2X12'7. SPIKE USE 3/8" SHEATHING �' 2X12'S• BOLT ROOF SHEATHING
PLAN VIEW 0' -9' WITH (3) -5/8" m FROM END OF STEEL TOGETHER WITH r ,
2X6 CONT. PLATE ON TOP BOLTS EACH LEG- TOGETHER. PLATE TO RIDGE " V �..
OF BEAM B -7• OF OVERBUILD• t� y' 14" m BOLTS AT
V TION " ED~ SEE STAGGER-
;1j ELE A
116' -1' BEAM B -7- - 2X 12 S AT 24 0• C.
ELEVATION � �
1/4 X 7 1/2 X 0 -4 3/4 Q 2X8 CUT TO `'• �^
1/2' _ " " " _7 SIMPSON A35 OR 6 5/8" _ 1
�. SIDE PLATES W/ (21 -1/2 2X12 S AT 24 O.0 EQUAL -BOTH SIDES•
ELEVATION - 0 BOLTS THRU BEAM B -7. _ t/2 0 BOLTS AT 24
m
WELD TO BEARING PLATE- cm °' 0. C• - STAGGERED• u'
SIMPSON A35 OR - 0
2- 2X12'S WITH 3/8' X 2- 2X12'7 WITH 3/8" X 11"
1/4" STIFFENER PLATE EQUAL -BOTH SIDES. 11" X 16' -0' PLATE
2 1/2 X 2 1/2 "' CONT. PLATE BETWEEN 2X12'S•
BETWEEN 2X 12 ' S. BOLT 2 1/28
CID 1/2' X 7 1/2" X 0' -10 1/4' " FASCIA 2X 'S —�� TOGETHER WITH 1/2" 0 SIMPSON H2.5 SEISMIC
SIDE PLATES W/ (2) -1/2 4 m EXTRA STRONG PIPE p BOLTS AT 24 O.C. SEE
m BOLTS THRU BEAM B -6• WELD COLUMN. FOR DETAIL AT ' 4' X 4" X 3/8' ANCHOR OR EQUAL AT EACH ENO
TO BEARING PLATE. BASE OF COLUMN. SEE E /S -2 S -7 Q /S -7 SIMILAR. (START SECTION SHEET NUMBER
o ELEVATION 2' -0' 2' -0' 2' _0• PLATE AT LOW END OF ANGLE I H (3) -5/8" m 2X6 WALL AT 2X 12' S t
OVERBUILD FASCIA•) USE 2X8 CONT.
FRAMING
1/2" BEARING PLATE 3/8" SHEATHING FROM BOLTS EACH LEG f1 Q
NOTE: DETAIL IS VIEWED END OF STEEL PLATE TO BEYOND. SEE K/A -6
PERPENDICULAR D E T A I L s -3 RIDGE OF OVERBUILD. S E C T I O N (�
D E T A I L s -3 TO ROOF SLOPE. SECTION
n SCALE: 1 " =1' -0'
00 0D CALF: 3/4' =1 ' -0' N A_6 SCALE- 10=1'-O"
I""
SCALE: 3/4 " -1' -0" S
0
OF 1�