HomeMy WebLinkAbout004 Z3.01 Enlarged Exterior Wall Elevations - RCC (2) EXTERIOR WALL ELEVATION NOTES:
1. STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND
❑ PER Z1.00 ® E !
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2. TYPICAL WALL TOP AND BOTTOM TRACK IS T150-54 W/DEPTH MATCHING WALL Cjl
STUDS UNO.DETAILS PER 2/Z4.01 p� md
3. TYPICAL WALL DEFLECTION TRACK IS 600SLT250.DS4S1268 W/121 PAF @ 12"OC,
.,,.�..b ENO TYPICAL STUD TO TRACK CONNECTION PER DETAIL 624.01.WHERE
ADDITIONAL CLIPS REQUIRED PER SCHED CONNECTION PER 4/S4.01
1 aKPFF B Q �a :
14
CC 1 4. FASTENERS TO CONCRETE ARE PER STRUCTURAL GENERAL NOTES SECTION iV 1/ 1� 'POST INSTALLED ANCHORS'.
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5. EXTERIOR WALL STUDS HAVE BEEN DESIGNED ON THE BASIS OF SHEATHING Q I I I I $Eo
BASED DESIGN.SHEATHING SHALL BE MIN 1/2"GYP BOARD OR PLYWOOD AND
SHALLAPPLIED DIRECTLYTOTHE STUDS ON BOTH SIDESW/#8SCREWS@ 'm > g €€
12'OC ALL PANEL EDGES AND INTERMEDIATE STUDS. o
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.
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Z401 8. ALL VERTICAL AND HORIZONTAL JOINTS TO BE COORDINATED W/ARCH SET
AND COORDINATED IN FIELD.
RCC ELEVATOR 9. TYPICAL DETAILS PER:
MECHANICAL FLOOR h 2JZ4,01 TYPICAL STUD TO BOTTOM TRACK DETAIL
115'-0" Y 324.01 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
5/74.01 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
5 2/Z4.02 TYPICAL BOX BEAM
1/Z4.02 TYPICAL BUILDING CORNERS HEADER SCHEDULE
Z4.02
TYP TYPE MEMBER SIZE CONNECTION
+ + Hi 60OT150-54 (2)#10 SCREWS RUCTU/�
+ + + + - + ++ +++ H2 6GOT200-97 (2)#10SCREWS PROF
+ + + + + PENTHOUSE H3 6GOT250-97 (2)#10 SCREWS
_ _ _ _ _ _ _ _ _ _ _ _ _ IL
_ _ _ _ _ _ _ _ _ _ __ _ T_ _+{ 95'-9" H4 60OHDR350-54 PER 424.02 �� ]4868PE R
SILL SCHEDULE H5 600HDR450.127 PER 41Z4.02
++ + + + + + + ++ H6 600T250£8 (21#10 SCREWS w
TYPE MEMBER SIZE CONNECTION ¢ OREGON
+ + H2, P + H7 sooTzoo6a
+ + + + Si 600T12533 121#10SCREWS H8 600T350-118 (21#10SCREWS z /9�F CNP�'J
+ + + +
+ + + S2 60OT125-43 121#10 SCREWS O
+ `- S3 60OT150-54 121#10 SCREWS H9 60OHDR45068 PER 4/Z4.02 EXPIRES:
++ + + H10 362-T250-97 (2)#10 SCREWS
S4 600HDR450-97 PER 4(74.02 SIM.
+ + + ++I++ ++ VERTICAL:1000S350-118
+ _ _ S5 600T250.97 (41#10 SCREWS (2)MA550 CLIPS W/
++ +++ + + Si,TYP + _ __ __+ FLOOR4 56 fi00T200-97 (41#10 SCREWS H11 LATERAL:PER 24T02 o-118 (41#10 SCCRPWS EA. o
+- _+_ - ---- _ --____--- -_--- _______ _____ -------- - ---- ----- -{ - - __£ 78'3'
-2 WALL SCHEDULE
H1 P f
++3 + +++ TYPE MEMBER SIZE SPACING BOTTOM CONNECTION TOP CONNECTION
++ - - �+
W1 600S162-43 16'OC (2)PAF®16"OC PER PLAN NOTES
+ ++ + ++ +++ W2 60OS162-54 ®16'OC (2)PAF @ 12"OC PER PLAN NOTES
+
Si,TYP W4 60OS162-68 ®16'OC (2)PAF®12'OC PER PLAN NOTES ao
+ + + + + + _
- - - +-------------- -------- `--_- ------ ---------- -_--- -___ __----- ---- _- - - - - ___ ____ - - -- FLOOR3 W5 6005162-97 ®i6'OC 121 PAF 8'OC _ v'
W6 250S162-33 @1fi'OC - - ¢Z
++ +++ 11 TYP ,i� - W7 6005300.97 N 12'OC 121 PAF 8'OC DESC 97 W/12'0x3'HILTI KH-EZ
3 I~ I W8 BOOS162-97 ®12'OC (2)PAF @ 12'OC
+ W9 362S162-03 ®12'OC - -
+ + + {: +� -+� W10 60OS200-97 @ 12'OC (2)PAF®6'OC - 4 0
0
+ + + + + + + L`� S1,TYP_. +i _ +++ W12 60OS300-97 ®16'OC (2)PAF®12'OC DESC-97 W/1/2'0x 3"HILTI KH-EZ g O Q
+ + + - + I _ + _ _ ___ FLOOR2
�__ �_ ___ +�_ __ _�__ _�_ -}__ _�_ _�_•., _�__ _ _ -e_---µ-____-____ _�_ ___ _�__ _�_ _} - _�_ ___ _�_ ___ 51'3' W13 60OS250-97 @16'OC (2)PAF®12'OC PER EL DETAIL
+ + + + _+_+ __ _ + ___ _+__
+ + + ++ + + + + + + + + + ++ + + + + W14 60OS162-43 ®16'OC (2)PAF®12'OC DESC-97 W/1/2'0x3"HILTI KH-EZ Q w ..
+ F x
J c v Y
W15 60OS162-54 @ 16'OC (2)PAF®12'OC PER EL DETAIL 00 z 3 u
3 1 I W16 362S162-54 ®1610C (2)PAF®16"OC
.03 Z4 Qi I W17 600IS-43H ®16'OC (2)PAF®16"OC PER PLAN NOTES
TYP I +
NOTE:
+ + 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL V
� JAMB SCHEDULE �p Q
+ + TYPE MEMBER SIZE TOP CONNECTION BOTTOM CONNECTION pp co O Z
s s s s p
FILL]
I + J1 60OS162-54 - 131 PAF O U Q O
+ + W
`= I + FLOOR 1/LEVEL 1 J2 6005162-66 - l41 PAF ZO } W O
s 26'-9' 1- O
J3 60OS200-97 DESC-97 W/1/2'O x 3"HILTI KH-EZ (4)PAF O J z- ir Z
J4 60OS200-68 - (4)PAF Q Z Q Q
LL-
o' J5 60OS350-97 (21 DESC-97 W/1/2'0 x 3"HILTI KH-EZ FA55068 W/1/2Ox3'HILTI KH-EZ W Z -i
i
9 J6 60OS162-43 - (2)PAF F Z � <
ry O p
w
J7 6005350.97 DESC-97 W/1/2"0 x 3'HILTI KH-EZ 141 PAF <
o g
z= J8 BOXED 60OS250-97 (2)DESC-97 W/1/2'O x 3'HILTI KH-EZ (4)PAF
R - 8
J9 6005300-97 (4)PAF SHEETTITLE:
o>s J10 BOXED60OS350-97 PER PLAN DETAIL FA55068W/1/2Ox3'HILTIKH-EZ ENLARGED z
a. EXTERIOR WALL
ec J11 60OS250-97 PER EL DETAIL (4)PAF ELEVATIONS - RCC x
V J12 60OS300-97 (2)DESG97 W/1/2"0x 3'HILTI KH-EZ (4)PAF V
1-46
m RCC NORTH ELEVATION -A J13 362S16257 - 131 PAF SHEET NO.w .3 1 SCALE:118"=V-0' REF.2/A3.002 Z 3. 01 NOTE:
IL w= 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL S
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