HomeMy WebLinkAbout005 Z3.02 Enlarged Exterior Wall Elevations - RCC EXTERIOR WALL ELEVATION NOTES:
1. STRUCTURAL GENERAL NOTES,DESIGN CRITERIA,ABBREVIATIONS AND LEGEND
PER Z1.00 E J !
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2. TYPICAL WALL TOP AND BOTTOM TRACK IS T150-54 W/DEPTH MATCHING WALL m
STUDS UNO.DETAILS PER 2/Z4.01 wj
❑AE.i:EµoAE:�a.i. a
3. TYPICAL WALL DEFLECTION TRACK IS 600SLT250-DS4912-68 W/(2)PAF®12' �OC, � � a
UNO TYPICAL STUD TO TRACK CONNECTION PER DETAIL 6/Z4.01.WHERE U g[9€
ADDITIONAL CLIPS REQUIRED PER SCHED CONNECTION PER 4/S4.01
4. FASTENERS TO CONCRETE ARE PER STRUCTURAL GENERAL NOTES SECTION 11E
o a 'POST INSTALLED ANCHORS'.
19 20 21 22 §g3
5. EXTERIOR WALL STUDS HAVE BEEN DESIGNED ON THE BASIS OF SHEATHING
BASED DESIGN.SHEATHING SHALL BE MIN 1/2'GYP BOARD OR PLYWOOD AND I I I
ly SHALLAPPLIED DIRECTLY TO THE STUDS ON BOTH SIDES W/#8 SCREWS 01 'm g €€
12'OC ALL PANEL EDGES AND INTERMEDIATE STUDS. o o -°
6. WALL STUD FRAMING ABOVE HEADERS AND BELOW SILLSTO BE THE SAME AS a
ADJACENT FULL HEIGHT WALL PANEL FRAMING.WALL STUD FRAMING AT
yll HIDDEN ALCOVES NOT SHOWN TO BE THE SAME AS THE ADJACENT WALL
7. JAMB STUDS ARE TO BE UNPUNCHED.
10 8. ALL VERTICAL AND HORIZONTAL JOINTS TO BE COORDINATED W/ARCH SET
Z4.01 AND COORDINATED IN FIELD.
TYP RCC ELEVATOR
9. TYPICAL DETAILS PER:
MECHANICALFLOOR
1 � 2/Z4.01 TYPICAL STUD TO BOTTOM TRACK DETAIL
115'-0' 3/Z4.01 TYPICAL JAMB STUD TO BOTTOM TRACK DETAIL
1 12/Z4.01 TYPICAL JAMB STUD TO BOTTOM TRACK WITH DOUBLE CLIP DETAIL
1 11/74.02 TYPICAL JAMB STUD TO BOTTOM TRACK AT DOOR DETAIL
1 5/74.01 TYPICAL HEADER AND SILL DETAIL
1
1 10/Z4.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP DETAIL
1 12/Z4.02 TYPICAL JAMB STUD TO BOTTOM TRACK WITH CLIP AT DOOR DETAIL
1
1BEAM
5 1/7402 TYPICAL BUUILDI GCORNERS HEADER SCHEDU LE
za.o2 TYPE MEMBER SIZE CONNECTION
1 TYP
+ + + + +1 + Hi 600T750-54 (21#10 SCREWS
CT
+ + + + + + + H2 600T200-97 (21#10 SCREWS RU
+++ + + + + + + + + +}� Z. +} OPP PENTHOUSE hh H3 600T250-97 (21#10 SCREWS \5'��GINE�SS/O
}_ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ {_ ___ +_ 95'_9• Y H4 60OHDR350-54 PER 4/74.02 �C� 4/74888PE R
a SILL SCHEDULE H5 60OHDR450127 PER 4/Z4.02
TYPE MEMBER SIZE CONNECTION
+ + + _ _ _ H6 60OT250-68 (2)#10 SCREWS (lEG�i'I
S1 60oT12533 12)#10 SCREWS _
+ H2,TYP .?} H2 S2 60OT125-43 12)#10SCREWS
+ +-� + H7 60OT200-68 W tS1 QQ'
+ + + } < HS 600T350-118 (2)#10 SCREWS
+ + y - S3 60OT150-54 12)#10SCREWS
H9 60OHDR45088 PER4R4.02
� � EXPIRES:
9 7 S4 60OHDR450-97 PER 4/Z4.02 SIM. H10 362-T250-97 (2)#10 SCREWS
++ + �. 4 '7 - S5 60OT250-97 (4)#10 SCREWS
VERTICAL:1000S350-118 (2)MA550 CLIPS W/
+ S6 60OT200-97 14)#10SCREWS H11 L4TERAL:600T300-118 Iql#ip SCREWS EA.
+ + + + + + + + + r S1,TYP Si +
_ _ _ _ h z
_+_ __t _ - --__ __-__ __-_ ____ ____ _ _ ____ ____ ____ ___ - _7FLO8'-3" Y o
PER 224.02 CLIP
+iz + - + + + WALL SCHEDULE g
+ + + + ++ ++ +++ - + + H1,TYP + ++ DPP+
oa TYPE MEMBER SIZE SPACING BOTTOM CONNECTION TOP CONNECTION
+ + + '� - 0 -� +
+ + + + + + WI 60OS162-43 ®16'OC (2)PAF®16'OC PER PLAN NOTES
++I+ + W2 60OS162-54 #16'OC (2)PAF#12'OC PER PLAN NOTES
9
++ +++ ++ +++ - ++ 0
W4 60OS162-68 016'OC (2)PAF®12'OC PER PLAN NOTES z a
+ + + + +++ + +++ Si,TYP + + + FLOOR W5 60OS162-97 ®i6'OC 121 PAF®8'OC -
- - -- - ---- --—
-Z+a�O1 z 64_9 W6 250Si6233 ®i6'OC -- --
-
w
z+ + o. +
R _ . OPP W7 60OS300-97 ®12'OC (2)PAF®8'OC DESC 97 W/1/2'0x3'HILTI KH-EZY I
+ + + + + + + W8 60OS162-97 ®12"OC (2)PAF®12'OC+ + + + W9 362S162-43 ®12"OC
+ + o
'OC
Q+ + i + 60O00-9 () 6
++ + + ++ + + ++
U z
+
++ +2 + + + Si,TYP + 60O300-97 160C (2)PAF @12 DE -97W/1/2x 3HILTI KH-EZ y i + + - + + - + - - FLOOR 2 h W13 6005250-97 ®i6"OC (21 PAF®12'OC PER EL DETAIL g a
Y
+ + + + + + 51'-3' W14 6005162-43 16"OC 121 PAF 12'OC DESC-97 W/1/2"0x 3'HILTI KH-EZ J H d
+ + + + + + + + + + + + + + + + Z4 UPP rn+ + + F + ++ + + + + + + ++ + + ++z: + + ++ + +++ ++ ++ + + + + W15 6005162-54 ®16'OC 121 PAF @12'OC PER EL DETAIL
1 W16 362S162-54 @ 16'OC (2)PAF @ 16'OC - ¢ z °' 3 -
+ + + + ++ 1 1 W17 600IS-43H ®16'0C (2)PAF @ WOC PER PLAN NOTES a a o o
Z4.01
+ T++ +++, ++
NOTE:
1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL
1 p U
++ + ++� JAMB SCHEDULE W L7 J
++ + 3 ++ +++ + ++I+ ; F- O a
1 TYPE MEMBER SIZE TOP CONNECTION BOTTOM CONNECTION Q
,H4, + Z
+ + + V A A A A A A A A 131 PAF 0 co O z
31 + + + ++ 1 Ji 600Si62-54 — J U H 00
++ /� S2 V / I J2 6DOS162-68 — 141 PAF O� Z
FLOOR 1/LEVEL 1h } W O
s 26'-9" Y J3 60OS200-97 DESC-97 W/1/2'0 x 3'HILTI KH-EZ (4)PAF U _� O
J Z ir Z
J4 600S200-68 — (4)PAF
as oaa
J5 60OS35097 (2)DESG97 W/1/2"0 x 3'HILTI KH-EZ FA550-68 W/1/2Ox3'HILTI KH-EZ LL Z
€= U Q D
J J
J6 60OS16243 — (2)PAF F Y
J7 6005350 O
-97 DESC-97 W/1/2'ID x 3"HILTI KH-EZ 14)PAF u Q
p8 0 C
J8 BOXED 600S250-97 (2)DESG97 W/1/2"O x 3'HILTI KH-EZ (4)PAF
J9 60OS30097 — (4)PAF q
SHEET TITLE:
9 J10 BOXED60OS350-97 PER PLAN DETAIL FA550-68 W/1/2Ox3-HILTI KH-EZ ENLARGED
J11 60OS250-97 PER EL DETAIL (4)PAF EXTERIOR WALL
m@ J12 60OS300-97 (2)DESC-97W/1/2'Ox3"HILT KH-EZ (4)PAF ELEVATIONS - RCC
fi J13 362Si62-97 - (3)PAF SHEET NO. m
m 1 RCC NORTH ELEVATION - B N
SCALE:1/8"=V-0" REF.2/A3.002 NOTE: 7 O2::] ry
LLI m 3 1. AT BY-PASS CONDITIONS,CONNECTION PER EL DETAIL ` 2i
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