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WALL SCHEDULE
WALL NAME EXTERIOR/INTERIOR/SHEAR WALL TOP PLATE BOTTOM PLATE SILL PLATE A B C D E F DMKBA
W1 1)2X6 @ 24" O.C. SPF #1/2 2)2X6 SPF #1/2 2)2X6 SPF #1/2 1)2X6 SP GR #1/2 DEVELOPMENT
12 12 GROUP
8 3' - 0" 8 W2 1)2X6 @ 16" O.C. SPF #1/2 2)2X6 SPF #1/2 2)2X6 SPF #1/2 1)2X6 SP GR #1/2 23' - 5" 6' - 4" 23' - 5" 32' - 5 3/4" 24' - 6"
rz W3 1)2X6 @ 12" O.C. SPF #1/2 1)2X6 SP GR #1/2 Project Name
" 2)2X6 SPF #1/2 2)2X6 SPF #1/2
0
-
I
' W4 2)2X6 @ 24" O.C. SPF #1/2 2)2X6 SPF #1/2 2)2X6 SPF #1/2 1)2X6 SP GR #1/2
6
1
INDICATE WALL TYPE TRANSITION n n Owensboro Kentucky
JL
NOTE: n n n n
1) WALLS SHOWN ON PLAN ARE AS FOLOWS: W1
MAINTENANCE ACCESS WHERE SHOWN FRAMING PLAN FLOOR - TO - FLOOR a
NOTE: (AS CROSS HATCHED/SHADED REGION ON PLAN) SECOND FLOOR 1st TO 2nd W1 W1 Roof Framing Plan - Area
1. CONFIRM SLOPE & PERLINS w/ARCH. COORDINATE LOCATIONS W/ ARCH. DESIGN THIRD FLOOR 2nd TO 3rd W1 GT 2 2 GT W1 A
TRUSS FOR 300 LB LIVE LOAD @ CENTER OF TRUSS BEARING 3rd TO TRUSS BEARING 2 2 2
MAINTENANCE PATH ON BOTTOM CHORD OF 2) PRESSURE/ PERSERVATIVE TREAT ALL LUMBER IN CONTACT W/ CONCRETE. W1 GT W1 GT 2
TRUSS. 5 E 2
2 E 2 2 G
D E
G I G
D R D
I I
6" R f f R f
l l l
p MECHANICAL UNIT p p
0 0 0
5 5 5
TYP. ROOF TRUSS PROFILE " 3 (APPROX. WEIGHT 300 LB.) 3 3 Revisions
4 CONFIRM WEIGHT WITH
3 /
1 1
MECHANICAL DRAWINGS
S2.5a 2 W
NOT TO SCALE - G
- AND SUPPLIER. TYP. U.N.O.
2x WOOD STUD ' T R
2 I @ HIGH ROOF
WALL FRAMING 2 1 TYP. D
S4.3 I GE 4 X’ WOOD ROOF TRUSSES @ 2'-0" OC
m—m9 " i— f
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E COORD. w/MEP FOR CHASE SIZE IN TRUSS (SEE 5/S4.1) p
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O A ROOF TOP A 3
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H M / RIDGE
C 1 9 2 2
2 RIDGE
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A O '
FACE OF CONC. 7 iz~, W1 z iZzEZZZI z z.
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E O 1/2" 5 1/2" t:
S T 9 350plf
2 W1 1 1
G/L । 1 W1 1
■ink J—ink f
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2 p
0
5
GT SHALL NOT BEAR 3
GRID LINE LAYOUT @ FOUNDATION " ON THIS WALL VAL
E L
4 T E
/ □ G z G Y •DETAILS-
1 D
RIDGE I
2
I 2 R
- COMMERCIAL GROUP
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5 1 T
STRUCTURAL WALL LEGEND: 2 1 1 1 1 1 1
NOTE: INDICATES WOOD BEARING INTERIOR OR RIDGE W 2 W W W W E
1. TRUSS SPACING MAY VARY IN MECH'L AREA.TRUSS EXTERIOR STRUCTURAL WALL BELOW, SEE LOAD G
D
SUPPLIER TO ADJUST BID/PRICING AS REQ'D TO 1 I
BEARING WALL SCHEDULE z R
ADEQUATELY SUPPORT MECH'L LOADS.
2. COORDINATE W/MECH'L SUPPLIER FOR LOCATION INDICATES WOOD SHEAR WALL, SEE SHEAR WALL 2 2 2
AND WEIGHT OF ROOF UNITS THOSE SHOWN ON PLANS FOR INFORMATION ON SHEAR WALLS. ##PLF 2 ( GT GT GT
PLAN ARE ESTIMATES AS OF 11/19/2020 INDICATES DRAG LOAD, THE DRAG TRUSS ABOVE THE 11 □ □ R
SHEAR WALL IS TO BE DESIGNED FOR. " W1 2 2 kpff
4
/ L
1 7
INDICATES 8" CMU STAIR WELL SHAFT WALL. ) W1
3 2 1 r'
. S4.7
- 4
PROVIDE # 5 @ 24" O.C. VERT BARS, TYP BOND
ROOF TRUSS PROFILE @ MECH'L AREA ' S
2 BEAM @ 4'-0" O.C. FULLY GROUT UP TO SECOND 9 /
5 __
350plf 350plf
S2.5a NOT TO SCALE STORY. GROUT (1)COURSE ABOVE EA FLR LEVEL E □ II □
12 1 E l
AND (2) COURSES BELOW EA FLR LEVEL. S
C ( z
W O
S
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0 U
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2 J 2
INDICATES 8" CMU FIRE WALL/ELEVATOR SHAFT. 2 T
@ Y7
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PROVIDE # 5 @ 24" O.C. VERT BARS, TYP BOND I 24' - 6"
S
BEAM @ 4'-0" O.C. FULLY GROUT FULL HEIGHT OF E E SIBCCLT
S Z
S I
WALL. ---- D S ^■1 CONSULTING ENGINEERS
U a b
R E 5 5 9100 Marksfield Road, Suite 200, Louisville, KY 40222
" T S " . .
6 A 6 2 2 (502)708-1860
2- F H
- - S S
ROOF FRAMING PLAN NOTES
' O C '
4 O (2) 2x12 SP 4
2 □ R R z □ 2
1. COORDINATE W/ ARCH FOR ALL DIMENSIONS AND TO CONFIRM VALLEY O
D F 2 P
O S
AND RIDGE LOCATIONS. ALL WALLS SHOWN ARE STRUCTURAL LOAD P
BEARING/SHEAR WALLS, SEE ARCH FOR ALL OTHER NON-BEARING O E 1 ?— 1 T 2
2 W M 1
(I / Y__ G 2 x
PARTITION WALLS. w
2
T .
G D r ) I
R 2
2. SEE GENERAL NOTES FOR WOOD ROOF SHEATHING CONSTRUCTION. O 2 (
O 1
3. UNLESS NOTED OTHERWISE, ALL TRUSSES SHALL HAVE (1)H2.5A AT 1 RIDGE C 350plf 1 1 350plf RIDGE W SAME AT ALL
ALL BEARING POINTS. 14 W W W BALCONIES
V- (2) 2x12 SP P
4. FOR MECHANICAL UNIT CURB BEARING. ANCHORAGE OF CURB TO S
Z
BLOCKINGS SHALL BE PER UNIT MANUFACTURER TO RESIST WIND LOADS 2
T K T 1
PER ASCE 7. G G x
2
2 7
3 TYP. 2 )
I 2
4. FOR OPENING AT WOOD TRUSSES: PROVIDE (2)2X6 BLOCKING AT S4.3 1 1 (
SHEATHING EDGES, SPANNING BETWEEN TRUSSES W/ LUS26-2. " "
4 4
SHEATHING SHALL BE FASTENED TO BLOCKING W/ 8d@6"O.C. / □ f /
1 1
(2) 2x12 SP
3 J_____L 3
- -
5. ROOF TRUSSES HAVE AN 8:12 SLOPE. '' " ON PLAN DENOTE
' z '
DOWN SLOPE. 4 4 4
2 à tz 2
6. FOR ALL VALLEYS & RIDGES PROVIDE 18GA. CONT. BENT PLATE. ■M E
FASTENED TO TRUSSES/BLOCKING w/ (2) #12 SCREWS @12" OC, OR @ Yl_ G
Y D
EVERY ROOF TRUSS BELOW. 1 2 I 2 1
W R W
s E
7. GT, JT, AND HT ARE GIRDER TRUSS, JACK TRUSS AND HIP TRUSS 1 I I f/
RESPECTIVELY. SEE 9/4.3 FOR GT CONNECTIONS TO POSTS. 350plf 350plf c'2 2^-M-vEz
16 z
8. SHADED REGIONS DENOTE PRE-ENG'D WOOD VALLEY SET TRUSSES BY I / zv" ■■•-Z7
SUPPLIER. ? GREGORY G.\^ S
1 2 24 2 1 BUCCOLA :★ 7
W 2 6 TYP. 2 2 W
S4.6 FB Y / 27856 o 27
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4 G
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HEADER SCHEDULE 8 □ '
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4 □ D
MARK HEADER JACK STUD KING STUD 2 I 3 TYP.
R T T S4.3 0
1 (3)2X6 SPF No. 1/2 (1)2X6 SPF No. 1/2 (1)2X6 SPF No. 1/2 2 1 RIDGE G 7 0
5 0 g
T 0 4
G RIDGE . 2
2 (3)2X8 SPF No. 1/2 (1)2X6 SPF No. 1/2 (1)2X6 SPF No. 1/2 22 1 . n
8
Z 2 5
1 1 i
5 9
W W . 4 2
R 2 . 2 n
3 (3)2X8 SPF No. 1/2 (1)2X6 SPF No. 1/2 (2)2X6 SPF No. 1/2 I
1 1 D E 0 9 2
350plf G 5 5 2 n
W RIDGE W .
JZ E | 8
z 4 a
4 (3)2X12 SPF No. 1 (1)2X6 SPF No. 1/2 (2)2X6 SPF No. 1/2 3 |
18 R R 4 4
I 1 9 l
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G 2 1 2
E 0 5 P
5 (3)2X12 SPF No. 1 (2)2X6 SPF No. 1/2 (3)2X6 SPF No. 1/2 □ 4 1
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(3)1 3/4"x 9 1/4" LVL (2)2X6 SPF No. 1/2 (3)2X6 SPF No. 1/2 L K
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7 (3)1 3/4"x 14" LVL (1)2X6 SPF No. 1/2 SEE FOUNDATION PLAN 1 8 1 i o 4
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8 (3)1 3/4"x 14" LVL (2)2X6 SPF No. 1/2 (4)2X6 SPF No. 1/2 o i ,
" □ " E x y e
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GT 72 GT
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GT 0 6
2 z 2
T 2 1 A
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T u t e
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S4.7 T/CMU STAIR WELL = 139' - 7 7/8" S u N
H r
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I S
W/ SINGLE 2x NAILER TOP y 4
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1 (ATTACH W/ 1/2"Ø TITEN HD @2'-0" OC) 0
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4 7 47 Project Number
8 TYP.
S4.3
23' - 5" 6' - 4" 23' - 5" A DMK.2001
Date
November 19, 2020
Sheet Number
1 Roof Framing Plan - Area A KEYPLAN S2.5a
S2.5a 1/8" = 1'-0"
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