HomeMy WebLinkAbout008 Z3.05 Enlarged Exterior Wall Elevations - RCC (3) EXTERIOR WALL ELEVATION NOTES:
1. STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND
PER Z1.00
2. TYPICAL WALL TOP AND BOTTOM TRACK IS T150-54 W/DEPTH MATCHING WALL -ppI E J
STUDS UNO.DETAILS PER 2/Z4.01 8 Q p p
f2
3. TYPICAL WALL DEFLECTION TRACK IS 600SLT250-DS4-S12-68 W/(2)PAF @ 12,OC, w s
❑�hseu+o ae:.a.. UNO TYPICAL STUD TO TRACK CONNECTION PER DETAIL 624.01.WHERE
❑�w.� AE..�«s horeo ❑�.�Ew.o.A.o.�aEo 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 @ J_8 40€
By 12'OC ALL PANEL EDGES AND INTERMEDIATE STUDS. o IIII � e
m S•�§
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.o1 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
1 O/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 H5 6000OT250 8 PER 10SCRE
++++ + i TYPE MEMBER SIZE CONNECTION Hs 600T25058 21#1oscREws
+ + + + I H7 6GOT20068
+ + ++ S1 60OT12533 12)#10SCREWS S OREGON Q,
+ + + + Hq °;'1- H4 �'i H I H8 600T350-118 (21#10 SCREWS Q
S2 600T125-43 12)#IOSCREWS 'Si'`°ecw�.2aJ
+ - I S3 600T150-54 (2)010SCREWS H9 60OHDR45068 PER4/Z4.02 z 9<Fy CNP�'
+ +++ + I 600HDR460-97 PER 424.02 SIM. H10 362-T250-97 (2)#10SCREWS EXPIRES: 12-�21
`+ rS-4-
600T250-97 14)#10 SCREWSVERTICAL:1000S360-118 (2)MA550 CLIPS W/
H11 LATERAL:60OT300-118 (4)#10 SCREWS EA.
+ + 600T200-97 141#10 SCREWS PER 224.02 CLIP
+ + ++ S6 SB,TY S5 1 _ OOR z
____ ___ _________ ____ ____ __________ ___ ____ ___ ____ ---- ---- -----------
+ + 9 ++ 4---- - -�---- --- ------------- -------- ---- ----------------- -------- ---- --- ---- --- ---- ---------------------- --- -- - -- -�-- - - --- ------ 7a'� � WALL SCHEDULE
4. a
+++ ++� Hs HZ n Hs TYPE MEMBER SIZE SPACING BOTTOM CONNECTION TOP CONNECTION
Wi 60OS162-43 ®16'OC (2)PAF#16'OC PER PLAN NOTES o
++++ .\`
W2 60OS162-54 @ 16'OC (2)PAF®12'OC PER PLAN NOTES
W4 60OS16268 ®16'OC (2)PAF®12'OC PER PLAN NOTES
+ + + + + 4 ____------ }-- - -------- ---- --- ---- --- --- 250S162-33 @16'OG (21 PAF w
+ + S5,TY S5 i W5 - o 0
_ FLOOR 3 � W6 250S162J3 ®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 362Si62-43 ®12'OC - -
+ + +++I _ - I \ '" i W10 6DOS200-97 ®12'OC (2)PAF®6'OC - o
F N�7
++++ p I W12 60OS300-97 @ 16'OC 12)PAF @ 12"OC DESC-97 W/1/2'Ox 3"HILTI KH-EZ q o
+ _
+I
+ 4 ---- S5 ---- - S5,TYPE I W14 600S162L3 �16'OC 121 PAF�120C DESC-97 W/1/2'0x 3"HILTI
o Z
+ +_ ___ _ 1 _ __ _ __--- ___ __ ____ ___ ____ ________ ____ ___ ____ ___ ____ ________ ____ ___ __ _ OOR2 W13 60OS162-43 @16'OC 12)PAFDETAILY g
+ __ _-- _--- - �1 12OC PER EL HILTI KH-EZ �' Y a
+ ""„' " +I - -- - --- -------- ---55--- I -- -----_ -_- W15 6005162-54 ®i6'OC 121 PAF#12"OC PER EL DETAIL � o, Y o
__ _ __ FL
" 4.04 " Z4.01 ¢ c v Y
Wi6 362S162-54 �16'OC 121 PAF�i6'OC - O 3
3 W17 600IS-43H ®16.00 12)PAF#16.00 PER PLAN NOTES s -
74.03
NOTE:
Z4 Z402 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
BEVOND
-- - tHS,
JAMB SCHEDULE TYPE MEMBER SIZE TOP CONNECTION BOTTOM CONNECTION F-00 Q
CS3= H6 53� CS3� J1 6005162-54 - (3)PAF a6 Q Z
O
s o 1IT I J2 60OS16268 - (4)PAF O U Q UL
€ I I O D_ Z lL
`= I FLOOR 1 LEVEL 1 J3 60OS200-97 DESC-97 W/1/2'0 x 3'HILTI KH-EZ (4)PAF O } w O
s 26'-9' 1--- O
J4 60OS20MB - (4)PAF O J Z 0- 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 a J
y LL H
€$ J6 60OS162-43 - (2)PAF W Z J Q O
o y Q EL i
.9 J7 60OS350-97 DESC-97 W/1/2"0 x 3'HILTI KH-EZ (4)PAF F F- p
w O
g J8 BOXED BOOS250-97 (2)DESC97 W/1/2"0 x 3'HILTI KH-EZ (4)PAF o CL g
J9 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 x
ELEVATIONS - RCC
J13 362S162-97 - (3)PAF
RCC SOUTHWEST ELEVATION NOTE: SHEET NO.
w% Z3. 05
(� .0 1 SCALE:1/8'=V-0" REF.2/A3.003 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
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