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EXTERIOR WALL ELEVATION NOTES: PROJECT#PLNAPP-658
1. STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND BOZEMAN"'
❑aE��sE.NOAEsuaM�. PER Z1.00 C s1
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2. TYPICAL WALL TOP AND BOTTOM TRACK IS T150-54 W/DEPTH MATCHING WALL L� �,@�o
STUDS UNO.DETAILS PER 2/Z4.01 pp�
3. TYPICAL WALL DEFLECTION TRACK IS 600SLT250-DS4-S12-68 W/(2)PAF @ 12'OC, W F•a es?
UNO TYPICAL STUD TO TRACK CONNECTION PER DETAIL6/Z4.01.WHERE
ADDITIONAL CLIPS REQUIRED PER SCHED CONNECTION PER 4/S4.01
kpffR 4 FASTENERS TO CONCRETE ARE PER STRUCTURAL GENERAL NOTES SECTION go g$T
14 15 i V 17 1 'POST INSTALLED ANCHORS'. Q
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5. EXTERIOR WALL STUDS HAVE BEEN DESIGNED ON THE BASIS OF SHEATHING I I I I \R €I
BASED DESIGN.SHEATHING SHALL BE MIN 1/2'GYP BOARD OR PLYWOOD AND J C;�
SHALLAPPLIED DIRECTLY TO THE STUDS ON BOTH SIDES W/#8 SCREWS@ m 5_v°sz
12'OC ALL PANEL EDGES AND INTERMEDIATE STUDS. w"
6. WALL STUD FRAMING ABOVE HEADERS AND BELOW SILLS TO BE THE SAMEAS a
1� ADJACENT FULL HEIGHT WALL PANEL FRAMING.WALL STUD FRAMING AT a
HIDDEN ALCOVES NOT SHOWN TO BE THE SAME AS THE ADJACENT WALL
7. JAMB STUDSARETO BE UNPUNCHED.
Z,o 8. ALLVERTICALAND HORIZONTAL JOINTS TO BECOORDINATED W/ARCH SET
AND COORDINATED IN FIELD.
F RCC ELEVATOR 9, TYPICAL DETAILS PER:
e_.... ._._._. ._..._.... iL MECHANICAL FLOOR
� 217401 TYPICAL STUD TO BOTTOM TRACK DETAIL
115'4'
3/K01 TYPICAL JAMB STUD TO BOTTOM TRACK DETAIL
1224.01 TYPICAL JAMB STUD TO BOTTOM TRACK WITH DOUBLE CLIP DETAIL
1124.02 TYPICAL JAMB STUD TO BOTTOM TRACK AT DOOR DETAIL
524.01 TYPICAL HEADER AND SILL DETAIL
10/74.02 BST UD TO BOTTOM TRACK WITH CLIP DETAIL
1224.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP AT DOOR DETAIL
7/Za.02 TYPICAL BOX BEAM
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5 1(La.02 TYPICAL BUILDING CORNERS HEADER SCHEDULE
TYP TYPE MEMBER SIZE CONNECTION
H1 600T150-54 (2)#10SCREWS CT
PpVp^.
H2 60OT200-97 (2)#10 SCREWS
_ PENTHOUSE H3 60OT250-97 (2)#10 SCREWSaGINfF�/
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Y_ _ __ _ ___ __ _ ___ __ _ _ _ _ _ - - __ - - - ______ 95-9 H4 600HDR350-54 PER 424.02 bb �7 ae SerE'y y
SILL SCHEDULE H5 60OHDR450-127 PER 424.02
TYPE MEMBER SIZE CONNECTION Hs sooTzSo-sa 21#1oSCREWS ¢ OREGON
H2,TYP Si 60OT125-33 (2)#10 SCREWS H7 60OT200-68
S2 60OT12543 (2)#10 SCREWS
H8 60OT350-118 (2)#10SCREWS z �FY CNP
S3 600T15054 (2)#10 SCREWS H9 60OHDR450-68 PER 4/Z4.02 E1mm ga-
S4 60OHDR450-97 PER 424.02 SIM. H10 362-T250-97 (2)#10 SCREWS
S5 600T250.97 (41#10 SCREWS VERTICAL:1000S350-118 (2)MA550 CLIPS W/
S1,TYP H11 LATERAL:600T300-116 (4)#10 SCREWS EA.
__ _ _ _ __ 1-1- FLOOR 4 h 56 600T207W (41#10 SCREWS PER 224.02 CLIP p
--__ _--_- ---_ __ ____ _ _ _ _ ______ _ 78".
Y
H1,TYP WALL SCHEDULE
TYPE MEMBER SIZE SPACING BOTTOM CONNECTION TOP CONNECTION
r - - W, 60OS162-43 @ 16'OC (2)PAF @ 16'OC PER PLAN NOTES
i
W2 60OS162-54 @ 16'OC (2)PAF @ 12"OC PER PLAN NOTES
Si TYP W4 6005162-68 @ i6'OC 12)PAF @ 12'OC PER PLAN NOTES 0 0
------------------------------------------------------------------ -ter- ----- T- W5 600Si62-97 @i6'OC 121 PAF@6'OC
Iz W6 2505162-33 @i6'OC z
H1,TYP W7 60OS300-97 @ 12"OC (2)PAF @ 8'OC DESC 97 W/1/2"Ox3'HILTI KH-EZ
W8 60OS162-97 @ 12"OC (2)PAF @ 12'OC -
W9 3625162-03 @ 12'OC
W10 60OS200-97 @ 12'0C (2)PAF @ 6'OC - 4 ~O
-( Si,TYP I- W12 60OS300-97 @ 16"0C (2)PAF @ 12'OC DESC-97 W/1/2'Ox 3"HILTI KH-EZ z
FLOOR h g U a
-L-3- -- -- - -------- - ------- 51'8' Y W13 60OS250-97 @16"OC (2)PAF @12'OC PER EL DETAIL
W14 60OS162-43 @ 16110C (2)PAF @ 12'OC DESC-97 W/1/2"Ox 3"HILTI KH-EZ W ..
- _ - - W15 6005162-54 @ 16"OC 121 PAF @ 12'OC PER EL DETAIL O z 3 u
3 1 W16 362S162-54 @ 1610C (2)PAF @ 160C - a a` o` o 0
Z4.01 W17 6001S-43H @ 16"OC
Z4.03 (2)PAF @ 160C PER PLAN NOTES
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NOTE:
------ 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL U
JAMB SCHEDULE F-O Z
TYPE MEMBER SIZE TOP CONNECTION BOTTOM CONNECTION p a(f O_ ZO
S w (3)PAF J U H
so a J, 60os162-54 - O U Q t9
w
E a J2 60OS162-68 - 141 PAF Z F
FLOOR 1/LEVEL 1 O } w
2 I I - 26.1.
J3 60OS200-97 DESC-97 W/1/2'O x 3"HILTI KH-EZ (4)PAF J ZCL
6
_ D_ Z
J4 60OS200-68 - (4)PAF Q� Z Q Q
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a§ J5 6005350.97 121 DESC-97 W/1/2'O x 3"HILTI KH-EZ FA550-68 W/1/2Ox3'HILTI KH-EZ W Z Q H 0 '
o�
5 J6 60OS162-43 - (2)PAF Z O G
J7 6005350-97 DESC-97 W/1/2"0 x 3'HILTI KH-EZ (4)PAF
w
8 ¢ -
JS BOXED 60OS250-97 (2)DESC-97 W/1/2'O x 3"HILTI KH-EZ (4)PAF
J9 600530057 141 PAF m
§A SHEET TITLE: o
`o>� J10 BOXED 60OS350-97 PER PLAN DETAIL FA550-68 W/1/2Ox3'HILTI KH-EZ ENLARGED
EXTERIOR WALL
J11 6005250.97 PER EL DETAIL 141 PAF ELEVATIONS - RCC
V J12 60OS300-97 (2)DESC-97 W/12"Ox 3"HILTI KH-EZ (4)PAF U
~ RCC NORTH ELEVATION -A J13 362S162-97 - (3)PAF
r
EET NO. g
r
w .3 1 SCALE:1/8"=V-0' REF.2/A3.002 Z3. 01
NOTE:
m= 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
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