HomeMy WebLinkAbout008 Z3.05 Enlarged Exterior Wall Elevations - RCC V1 ProjectDox.Data.Model.Aggregate.FoldersTreeModel 4 Of BOIF A.
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EXTERIOR WALL ELEVATION NOTES: A.PPR/ OZJ
DATE 5
1. STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND PROJECT#----
PER Z1.00 ��BOZEMAN"',
2. TYPICAL WALL TOP AND BOTTOM TRACK IS T150-54 W/DEPTH MATCHING WALL -ppt c0� = 1
STUDS UNO.DETAILS PER 2/Z4.01 oe
3. TYPICAL WALL DEFLECTION TRACK IS 6005LT250.DS4S12-66 W/121 PAF @ 12'OC,
❑�hseu+o ae:�a". UNO TYPICAL STUD TO TRACK CONNECTION PER DETAIL 624.01.WHERE
❑°w, AE�.�«s horeo ❑�°�Ew"o.A.o��"Eo ADDITIONAL CLIPS REQUIRED PER SCHED CONNECTION PER 4/S4.01 U [S€
4. FASTENERS TO CONCRETE ARE PER STRUCTURAL GENERAL NOTES SECTION
'POST INSTALLED ANCHORS'.
° 5. EXTERIOR WALL STUDS HAVE BEEN DESIGNED ON THE BASIS OF SHEATHING
No _
BASED DESIGN.SHEATHING SHALL BE MIN 1/2"GYP BOARD OR PLYWOOD AND ¢ 33
1 , SHALL APPLIED DIRECTLY TO THE STUDS ON BOTH SIDES W/#8 SCREWS @
By 12'OC ALL PANEL EDGES AND INTERMEDIATE STUDS. o IIII � e
m M!
6. WALL STUD FRAMING ABOVE HEADERS AND BELOW SILLS TO BE THE SAME AS o
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 STUDS ARE TO BE UNPUNCHED.
8. ALL VERTICAL AND 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
12/74.01 TYPICAL JAMB STUD TO BOTTOM TRACK WITH DOUBLE CLIP DETAIL
11/74.02 TYPICAL JAMB STUD TO BOTTOM TRACK AT DOOR DETAIL
5/Z4.01 TYPICAL HEADER AND SILL DETAIL
10/Z4.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLI P DETAIL
1224.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP AT DOOR DETAIL
2/Z4.02 TYPICAL BOX BEAM
1/Z4.02 TYPICAL BUILDING CORNERS HEADER SCHEDULE
5 TYPE MEMBER SIZE CONNECTION
Z4.02 ryP H1 600T150-54 (2)#10 SCREWS
H2 6GOT200-97 (2)#10 SCREWS p"
H3 60OT250-97
__ ______ 121#10 SCREWS
+ �UCTV•�y
+ + +
+ ..,. w.........,...,..w+
,. + + I H4 600HDR350-54 PER424.02
+ + _ _ _ _ _ _ _ _ _ _ PENTH95S9 � G"FFR/oy
+ 2 I SILL SCHEDULE HIS PER++++ + i TYPE MEMBER SIZE CONNECTION Hs 60OT25068 (2)#10SCREWS
+ + + + I H7 6GOT20068
+ + ++ S1 60OT12533 12)#10SCREWS IT OREGON Q,
°t1- H4 �'i H I H8 60OT350-118 (2)#10 SCREWS Q
S2 600T125-43 12)#10SCREWS 'Si'`°ecw�.2aJ
+ - I S3 600T150-54 121#10SCREWS H9 60OHDR450-6 PER424.02 z
+ + + + H4 9<Fy CNP�'
+ +++ + I S4 60OHDR450-97 PER 424.02 SIM. H10 362-T250-97 121#10 SCREWS EXPIRES: >2-�21
i \ .\`
+ + + S5 600T250-97 A#10SCREWS VERTICAL:1000S360-118 (2)MA550 CLIPS W/
H11 LATERAL:60OT300-118 (q)#10 SCREWS EA.
++ + + I S6 600T200-97 (4)#10SCREWS PER224.02 CLIP
+ is
+ + ++
9 S6 S6,TY S5 I _ OOR z
"`
+ + ++ + --- - ---- --- ------------- -------- ---- ----------------- -------- ---- --- ---- --- ---- --------------- ------ --- -- - -- -�-- - - --- ------ 78'-3 WALL SCHEDULE
4. a
+++ ++� H3 H2 Ty
H3 TYPE MEMBER SIZE SPACING BOTTOM CONNECTION TOP CONNECTION u
Wi 60OS162-43 ®16'OC (2)PAF#16'OC PER PLAN NOTES o
+++++ i I \ \ \ N.\` .\`
W2 60OS162-54 @ 16'OC (2)PAF®12'OC PER PLAN NOTES
- Ih I W4 60OS16268 ®16'OC (2)PAF®12'OC PER PLAN NOTES
+ + + + + 4 ____------ }-- -��4�-- -------- ---- --- ---- --- --- 6005162-97 �16'OC (21 PAF w
+ + + +I S5,TY S5 i W5 - o 0
_ _ _ _ _ _ _ _ _ FLOORS � W6 250Si6233 ®i6'OC
9 I W7 60OS300-97 ®12'OC (2)PAF®8'OC DESC 97 W/1/2'0x3'HILTI KH-EZ z
+ + 4 +
+ + +++ H3 ' H2,TYP ' H3 I W8 60OS162-97 ®ITOC (2)PAF®12'OC -
+ + I I I W9 362S162-43 ®12'OC - -
+ + +++i _ W10 600S200-97 ®12'OC (2)PAF®6'OC - o
++++ p I W12 60OS300-97 @ 16'OC 12)PAF @ 12"OC DESC-97 W/1/2'Ox 3"HILTI KH-EZ q o
+ _
+I
+ W14 60OS162-43 @16'OC 12)PAF@12OC DESC-97 W/1/2'Ox 3"HILTI
o Z
+ �+_ 1 _ __ _ __--- W13 6005250-97 ®i6'OC 121 PAF Y g �
51
+ 120C PER EL DETAIL HILTI KH-EZ
+ +I - -- - --- -------- ---55--- I -- -----_ -_- W15 60OS162-54 @16'OC 12)PAF#12"OC PER EL DETAIL
" Z4.01 ¢ v Y
W16 362S1 6264 @16'OC 121 PAF @i6'OC - O 3
3 W17 6001S-43H ®16.00 12)PAF#16.00 PER PLAN NOTES s -
74.03
NOTE:
Z42
Z402 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
-- - - -- - - - - - - - - - -- -- JAMB SCHEDULE U
-- - - _ -_----- ------- - ------ - ---- -- ------ ---- TYPE MEMBER SIZE TOP CONNECTION BOTTOM CONNECTION F-00 Q
o I CS3� H6 53� S3� CS3� CS3� J1 60OS162-54 - (3)PAF CO ZO Z
I� 3 3 I O
s o I I J2 60OS16268 - (4)PAF O U Q O
€ ITL T- IT O D_ Z IL
`= I FLOOR 1 LEVEL 1 J3 6005200.97 DESC-97 W/1/2'0 x 3'HILTI KH-EZ 14)PAF ZO } W O
2-S 26'-9' _� O
rL J4 60OS200-68 - (4)PAF O J Z Z
NOTE:ELEVATION DESIGNED FOR BLAST LOADING LEVELS 2 AND ABOVE J5 60OS350-97 (2)DESC-97 W/1/2"O x 3'HILTI KH-EZ FA55068 W/1/20x3'HILTI KH-EZ Q Q Z Q Q
y LL H
€$ J6 60OS162-43 - (2)PAF W Z J Q O
o y Q EL i
J7 60OS350-97 DESC-97 W/1/2"0 x 3'HILTI KH-EZ (4)PAF ti Z OfOf p
w O
g J8 BOXED 600S250-97 (2)DESC97 W/1/2'0 x 3'HILTI KH-EZ (4)PAF o CL g
A 60OS300-97 - (4)PAF
J10 BOXED 60OS350-97 PER PLAN DETAIL FA550-68 W/1/20x3'HILTI KH-EZ SHEET TITLE:
o ENLARGED
J11 60OS250-97 PER EL DETAIL (4)PAF
EXTERIOR WALL
'^E J12 60OS300-97 (2)DESC-97 W/1/2'Ox 3'HILTI KH-EZ (4)PAF 8
ELEVATIONS - RCC
J13 362S162-97 - (3)PAF
RCC SOUTHWEST ELEVATION NOTE: SHEET NO.
w% Z3. 05 21
(� 1 SCALE:1/B'=1'-0" REF.2/A3.003 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
[Las S
3 6
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