HomeMy WebLinkAbout008 Z3.05 Enlarged Exterior Wall Elevations - RCC y OF s0z"
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EXTERIOR WALL ELEVATION NOTES: DATE P P%?,X3 D
1. STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PROJECT#PLNAPP-658
PER Z1.00 BOZEMAN"'
2. TYPICAL WALL TOP AND BOTTOM TRACK IS T150-54 W/DEPTH MATCHING WALL
STUDS UNO.DETAILS PER 2/Z4.01
3. TYPICAL WALL DEFLECTION TRACK IS 600SLT250-DS4S12-68 W/(2)PAF®12"OC, 9Q9±± n•^p
❑�rsEµoAEs�a"rt UNO TYPICAL STUD TO TRACK CONNECTION PER DETAIL 6/Z4.01.WHERE B41 WF as€r
❑�w,� A.=*�a+s.oreo ❑a.°rew.o.A.a��a� ADDITIONAL CLIPS REQUIRED PER SCHED CONNECTION PER 4/S4.01O
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4. FASTENERS TO CONCRETE ARE PER STRUCTURAL GENERAL NOTES SECTION 0g°^
'POST INSTALLED ANCHORS'. � `gE
5. EXTERIOR WALL STUDS HAVE BEEN DESIGNED ON THE BASIS OF SHEATHING PM N o$s
BASED DESIGN.SHEATHING SHALL BE MIN 1/2'GYP BOARD OR PLYWOOD ANDSHAL g s€I
1 SHALL ALL
PAN LEDGES AN THE STUDS AT BOTH SIDES W/#8 SCREWS o I I I I Q Sa
SHALL ALL PANEL EDGES AND INTERMEDIATE STUDS.
6. WALL STUD FRAMING ABOVE HEADERS AND BELOW SILLS TO BE THE SAME AS �0
ADJACENT FULL HEIGHT WALL PANEL FRAMING.WALL STUD FRAMING AT
HIDDEN ALCOVES NOT SHOWN TO BE THE SAME AS THE ADJACENT WALL
s
7. JAMB STUDS ARE TO BE UNPUNCHED.
8. ALLVERTICALAND HORIZONTAL JOINTS TO BE COORDINATED W/ARCH SET
AND COORDINATED IN FIELD.
9. TYPICAL DETAILS PER:
2/Z4.01 TYPICAL STUD TO BOTTOM TRACK DETAIL
3/Z4.01 TYPICAL JAMB STUD TO BOTTOM TRACK DETAIL
12/Z4.01 TYPICAL JAMB STUD TO BOTTOM TRACK WITH DOUBLE CLIP DETAIL
11/Z4.02 TYPICAL JAMB STUD TO BOTTOM TRACKAT DOOR DETAIL
524.01 TYPICAL HEADER AND SILL DETAIL
i o/Z4.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP DETAIL
12/Z4.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP AT DOOR DETAIL
2/Z4.02 TYPICAL BOX BEAM
1/74.02 TYPICAL BUILDING CORNERS HEADER SCHEDULE
5 TYPE MEMBER SIZE CONNECTION
Z4.02 TYP Hi 600T150-54 (2)#10 SCREWS
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____ ____ _ _ ___ _____ _ _ ___ _ ____ ____ _ _ ___ ____ _ _ ___ ___ __ ____ _ ___ ___ ______ 95-9 H5 600HDR450-127 PER 424.o2 b •85���'1'
H2 600T200 97 121#10 SCREWS
H3 60OT250-97 (2)#10 SCREWS
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ PENTHOUSE H4 60OHDR350-54 PER 4/Z4.02
04 - - SILL SCHEDULE 4,
TYPE MEMBER SIZE CONNECTION Hs 60oT250-66 121#10SCREWS
H4 H4 H4 Si 600T125-33 (2)#10 SCREWS H7 600T200-68 ¢ OREGON
+ HB BOOT350-118 12)#10 SCREWS Q�
y S2 60OT125-43 (2)#10 SCREWS a �Siq CNPvJ
--- S3 600T150-54 (2)#10 SCREWS H9 60OHDR450-68 PER 4/Z4.02
S4 60OHDR450-97 PER 424.02 SIM. H10 362-T250-97 (2)#10 SCREWS V5 EXPFE&
55 600T250-97 141#10 SCREWS VERTICAL:1000S350-118 (2)MA550 CLIPS W/
H11 LATERAL:60OT300-118 (4)#10 SCREWS EA.
,,,,,,, S6 600T200-97 141#10 SCREWS PER 224.02 CLIP
S6 S6,TYP S5
_____ -_ __-_ ___ ____ML_- ____ ____ ____
9 -- -�--- --'-- _ - FLOOR eR3 WALL SCHEDULE
--�--
H3 H3 TYPE MEMBER SIZE SPACING BOTTOM CONNECTION TOP CONNECTION N
Wi 60OS16243 @ 16110C (2)PAF 0 16'OC PER PLAN NOTES o
W2 60OS162-54 ®16"OC (2)PAF®12'OC PER PLAN NOTES
W4 60OS162-68 ®16"OC (2)PAF®12"OC PER PLAN NOTES
W5 60OS162-97 @ 1610C (2)RAF®8"OC - z a
S5 S5,TYP S5 O o
_ _ _ _-� _________ _ --- --- - ------ FL 6R3 Ix W6 250S162J3 @16"OC - -
_________________;_ �________. ________ ___________________________�__ __ Y _
1 � •,1 -_- _-.i,-__- - 64'-9' W-j 600S30a97 ®12"OC (2)PAF @ 8"OC DESC 97 W/12'IDx3'HILTI KH-EZ z
Z4.04 �
H3 i H3 WB 600S162-97 ®12"OC 121 PAF®12"OC =YP i
I � W9 3625162-43 ®12"OC
Wi o 60OS200-97 @ 12"OC (2)PAF®6'OC -
W12 60OS300-97 @ 1610C (2)PAF®12"OC DESC-97 W/1/2"Ox 3"HILTI KH-EZ q
I � O
S5 ' S5,TYP _ 85 W13 60OS250-97 ®1BOC (2)PAF®12"OC PER EL DETAIL O 2 ti
- ___ ______________________ _ _ _ _ _ __q __�,�__ ____ ___ ---_ --_--- -- ---_ -___-_ -_-_--------------_-- ---------- --- FLOOR2 W14 60OS162-43 @16"OC (2)PAF®12"OC DES
W/1/2"0x 3"HILTI KH-EZ
1 W15 60OS162-54 ®16"OC (2)PAF®12"OC PER EL DETAIL
Z4.04 Z4.01 G w v
W16 362S162-54 @ 16"0C (2)PAF®16'OC - ¢ ''
3 W17 6001S-43H ®16"OC (2)PAF®16'OC PER PLAN NOTES a s o > �'
Z4.03
s s s a s c g .. NOTE:
Z4.02 Z4.02 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
BEYOND m
----------------------- ------- - ----------------------------------------------------;------------------ TYPE MEMBER SIZE TOP CONNECTION BOTTOM CONNECTION W O J
- H O Q
H6 H6 H6� H6 H6 H6 H6 H6 (g)pqp Q Z
S3 S3 S3 S3 S3 S3---] Ji 600S162-54 - p cod O Z
SIT '� 3 3 3 O
J2 60OS162-68 - 141 PAF O U Q W
g 3 N Of Z Lu
_ J3 60OS200-97 DESC-97 W/1/2"0 x 3"HILTI KH-EZ (4)PAF Z } � � O
2.2 _ - FLOOR 1 LEVEL 1 h � O
V O W
s 26'9' _
A 60OS200-68 - (4)PAF U J Z Z
p U Q
NOTE:ELEVATION DESIGNED FOR BLAST LOADING LEVELS 2 AND ABOVE J5 60OS350-97 (2)DESC-97 W/1/2"0 x 3'HILTI KH-EZ FA550-68 W/1/2Ox3'HILTI KH-EZ Q Q Z Q J
ILL. H
ۤ J6 60OS162-43 - (2)PAF W Z Q
J O
Q W E
.5 J7 60OS350-97 DESC-97 W/1/2'0 x 3'HILTI KH-EZ (4)PAF P: of Z O p
BOXED 60OS250-97 (2)DESC-97 W/1/20 x 3'HILTI KH-EZ (4)PAF "' W
g-0' A 60OS300-97 - (4)PAF
g� S
J10 BOXED 60OS350-97 PER PLAN DETAIL FA550-68 W/1/20x3"HILTI KH-EZ SHEET TITLE:
o ENLARGED z
J11 60OS250-97 PER EL DETAIL (4)PAF EXTERIOR WALL
8 J12 60OS300-97 (2)DESC-97 W/12.Ox 3'HILTI KH-EZ (4)PAF
ELEVATIONS - RCC
J13 362S162-97 - (3)PAF
RCC SOUTHWEST ELEVATION NOTE. SHEET NO.
LU Z3. 05
SCALE:1/8'=V-0" REF.2/A3.003 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
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