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EXTERIOR WALL ELEVATION NOTES: PROJECT#PLNAPP-658
1. STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND BOZEMAN"'
PER Z1.00 Cor 1
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2. TYPICAL WALL TOP AND BOTTOM TRACK IS T150-54 W/DEPTH MATCHING WALL C z
STUDS UNO.DETAILS PER 2/Z4.01
"`"SEPN°PE50BM1� 3. TYPICAL WALL DEFLECTION TRACK IS 600SLT250-DS4-S12-68 W/(2)PAF®12"OC,
949 ]as€r
D O�"`w"°°"`°°�"`° UNO TYPICAL STUD TO TRACK CONNECTION PER DETAIL 624.01.WHERE U g[ap
ADDITIONAL CLIPS REQUIRED PER SCHED CONNECTION PER 4/S4.01
4. FASTENERSTO CONCRETEARE PER STRUCTURAL GENERAL NOTES SECTION
'POST INSTALLED ANCHORS'.
19 20 21kpff
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5. EXTERIOR WALL STUDS HAVE BEEN DESIGNED ON THE BASIS OF SHEATHING \$ €I
BASED DESIGN.SHEATHING SHALL BE MIN 1/2'GYP BOARD OR PLYWOOD AND
By SHALLAPPLIED DIRECTLY TO THE STUDS ON BOTH SIDES W/#8 SCREWS®
12'OC ALL PANEL EDGES AND INTERMEDIATE STUDS.
I
6. WALL STUD FRAMING ABOVE HEADERS AND BELOW SILLS TO BE THE SAME AS a
ADJACENT FULL HEIGHT WALL PANEL FRAMING.WALL STUD FRAMING AT ¢
HIDDEN ALCOVES NOT SHOWN TO BE THE SAME AS THE ADJACENT WALL
7. JAMB STUDS ARE TO BE UNPUNCHED.
1 8. ALL VERTICAL AND HORIZONTAL JOINTS TO BE COORDINATED W/ARCH SET
79.c AND COORDINATED IN FIELD.
ILL RCC ELEVATOR
9. TYPICAL DETAILS PER:
MECHANICALFLOOR 2/Z4.01 TYPICAL STUD TO BOTTOM TRACK DETAIL
115'0" 324.01 TYPICAL JAMB STUD TO BOTTOM TRACK DETAIL
12/74.01 TYPICAL JAMB STUD TO BOTTOM TRACK WITH DOUBLE CLIP DETAIL
1124.02 TYPICAL JAMB STUD TO BOTTOM TRACK AT DOOR DETAIL
i
5/Z4.01 TYPICAL HEADER AND SILL DETAIL
10/74.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP DETAIL
- -- - 12/Z4.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP AT DOOR DETAIL
BEAM
5 1/Z4.02 TYPICAL BUUILDI GCORNERS
HEADER SCHEDULE
Z4.02 TYPE MEMBER SIZE CONNECTION
TYP
04
______________ ___ _-_- PP 5 H4 600HDR350-54 PER 424.02 gPN, y
' 3 H1 600T150 54 #10 SCREWS
1 H2 600T20097 121#10 SCREWS CT
' 9 H3 60OT25097 (2)#10 SCREWS
------ - --- -- - 9
4.
PENTHOUSE � n 0
o - - SILL SCHEDULE H5 60OHDR450127 PER 424.02 �b
TYPE MEMBER SIZE CONNECTION Hs 60OT250-68 (2)#10 SCREWSdi OAEGON V-
H2,TYP H2 H7 600T200-68 �2a J�
r - 51 60OT12533 (2)#10 SCREWS
S2 600T125-43 (2)#10 SCREWS H8 60OT350-118 (2)#10 SCREWS z '9<F�, &
- - S3 600T150-54 (2)#10 SCREWS o
H9 60OHDR450-68 PER 4/Z4.02 M1341M ¢aFzt
9 - S4 60OHDR450-97 PER 4R4.02 SIM. H10 362-T250-97 (2)#10 SCREWS
4 S5 60OT250-97 14)#10 SCREWS VERTICAL:1000S350-118 (2)MA550 CLIPS W/
S1,TYP S1
i S6 600T200-97 W#10 SCREWS H11 LATERAL:60OT300-118 (4)#10 SCREWS EA.
_-__-_-__ FLOOR4 PER 224.02 CLIP z
WALL SCHEDULE =
F H1,TYP z4.04 OPP TYPE MEMBER SIZE SPACING BOTTOM CONNECTION TOP CONNECTION
3�
� W1 600516243 ®16'OC 121 PAF 016"0C PER PLAN NOTES
_ W2 600S162-54 @ 16'OC (2)PAF @ 12'OC PER PLAN NOTES
1.9 ' W4 60CS162-68 ®16'OC (2)PAF®12'OC PER PLAN NOTES Gi ti
0 z a
ST TYP FLOOR 3 W5 600S162-97 @ 16'OC (2)PAF @ 8"OC -
a+:+ _+-++ o_ ____ _-__ _,�._- __-___________________ ________ _ / H1,TYP •�---------- -1! ___ OPP 64_9• W6 25OS162-33 ®16'0C OC ¢z
�14 W7 60OS300-97 ®12'OC (2)PAF @ 8"OC DESC 97 W/1/ZOx3'HILTI KH-EZ
_ I I W8 60CS162-97 ®12'OC (2)PAF @ 12" -
_ W9 362S162-43 ®12'OC - -
�10W10 600S200-97 ®12'OC (2)PAF®60C2 - S1,TYP ---- W12 60OS300-97 @ 1610C (2)PAF®12'OC DESC-97 W/1/2'Ox 3'HILTI KH-EZ o ? z
Z4A3 - �_�-- �_�-- ___�,"J ____ -_`�- opp
FLOOR 2 W13 60OS250-97 ®16'0C (2)PAF®12'OC PER EL DETAIL Y g Y A__--_--__ __ -_--______ 600S162-43 16'0C (2)PAF®12'OC DESC-97 W/1/2'Ox 3'HILTI KH-EZZ4.04W15 60OS162-54 ®16'0C (2)PAF®12"OC PER EL DETAIL O ., .. 3
W16 362S162-54 @ 1610C (2)PAF®16"OC - a z -
W17 6001S-43H @ 1610C (2)PAF®160C PER PLAN NOTES a
Z4.01
NOTE:
1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
H2
JAMB SCHEDULE LU (D Q
H O
H4 TYPE MEMBER SIZE TOP CONNECTION BOTTOM CONNECTION Q Z
p co O Z
Sw J1 6005162-54 (3)PAF J U I- O
Ei S2 i V J2 60OS162-68 (4)PAF U) c' Z I.-0_
' FLOOR 1/LEVEL 1 > W � O
s - - - - - - - - - 26-9" J3 60OS200-97 DESC-97 W/1/2'O x 3"HILTI KH-EZ (4)PAF U H O
g� a II Z o_ p
_ of Z
J4 60OS200-68 (4)PAF Z Q p Q Q
J5 60OS350-97 (2)DESC-97 W/1/2"O x 3"HILTI KH-EZ FA550-68 W/1/2Ox3'HILTI KH-EZ 0LL Q
di z J -1
a� J6 60OS162-43 - (2)PAF F Y < 0- g�F
S q
J7 60OS350-97 DESC-97 W/1/2"0 x 3'HILTI KH-EZ (4)PAF w Q Lu 0-
g
8 0 (L M
J8 BOXED 60OS250-97 (2)DESC-97 W/1/2'O x 3"HILTI KH-EZ (4)PAF a
�? 6
J9 60OS300-97 (4)PAF
§A
SHEETTITLE
c
o J10 BOXED 600S350-97 PER PLAN DETAIL FA550-68 W/1/20x3'HILTI KH-EZ ENLARGED z
'a J11 60OS250-97 PER EL DETAIL (4)PAF EXTERIOR WALL
m� ELEVATIONS - RCC
J12 6005300.97 121 DESC-97 W/1/2"0x 3'HILTI KH-EZ 141 PAF
fr J13 362S162-97 - (3)PAF SHEET NO. g
m RCC NORTH ELEVATION - B r
1 SCALE:1/8"=V-0" REF.2/A3.002 NOTE: Z� O� o
LLI o i; 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL ` R
EL 5