Page 1
257 FULLER ROAD, ALBANY, NY 12203
TECH VALLEY HIGH SCHOOL
YKK YCW 750 OG/SSG CURTAIN WALL, TO HAVE 2-1/2” FACE DIMENSION WITH 7-
1
2
"" & 9"
OVERALL DEPTHS (CAPTURED), DESIGNED FOR 1” INFILL.
YKK YWW 45 TU WINDOW WALL, TO HAVE 2” FACE DIMENSION (PERIMETER) AND 2-1/4" FACE
DIMENSION (INTERMEDIATES) WITH 4-1/2” OVERALL DEPTH, DESIGNED FOR 1” INFILL.
YKK YES 45 TU WINDOW WALL, TO HAVE 2” FACE DIMENSION WITH 4-1/2” OVERALL DEPTH,
DESIGNED FOR 1” INFILL.
YKK 50M MEDIUM STILE DOOR, TO HAVE 8” STILES & TOP RAIL, NO MID RAIL, 10” BASE RAIL,
AND 1-3/4” OVERALL DEPTH, DESIGNED FOR 1” INFILL.
YKK YES SSG 45 TU VENT, DESIGNED FOR 1” INFILL.
ALL HARDWARE SUPPLIED BY OTHERS, EAP TO INSTALL HARDWARE.
CORRECTIVE WORK POLICY
FINISH
ERIE ARCHITECTURAL PRODUCTS, INC.
CONFIDENTIAL AND PROPRIETARY INFORMATION OF
NOTE TO ARCHITECT, GENERAL CONTRACTOR
& EAP CUSTOMER
SYSTEM DESCRIPTION
SEALANT NOTES
PR
OJ
EC
T N
AM
E:
GENERAL NOTES
GLAZING CONTRACTOR:
TE
CH
V
AL
LE
Y H
IG
H S
CH
OO
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SETTING BLOCK NOTE
PRINTS ISSUED FOR:DATE:
FIRST SUBMISSION, ENGINEERING INCLUDED 01/31/14
SECOND SUBMISSION, ENGINEERING INCLUDED 03/03/14
- -
- -
- -
- -
- -
- -
- -
- -
INSTALLATION INSTRUCTIONS:PRODUCT:
YKK YCW 750OG YCW 750 OG OUTSIDE GLAZED CURTAIN WALL SYSTEM
YKK YCW 750 SSG YCW 750 SSG STRUCTURAL SILICONE GLAZED CURTAIN WALL SYSTEM
YKK YWW 45 TU YKK YWW 45 TU WINDOW WALL SYSTEM
YKK YES SSG TU YES SSG TU VENT WINDOW SYSTEM
- -
- -
- -
DRAWN FROM:DATE:
DESCRIPTION:
ARCHITECTURAL SHEETS
STRUCTURAL SHEETS
SPECIFICATION SECTIONS
ADDENDUMS
PERMIT SET - IFB 01/16/2014
- -
- -
- -
DRAWING SHEETS
DRAWN FROM
PRINTS ISSUED FOR
DESCRIPTION:SHEET #: # SHTS.
TOTAL SHEETS
SCALE
COVER SHEET 1'-0"=1'-0"1001
002
003
101-102
251
301-310
501
551
601
751
801
1
1
2
1
10
1
1
1
1
1
54
REVISION SUMMARY SHEET
ENGINEERING DESIGN CRITERIA
PARTIAL FLOOR PLANS
YKK YCW 750 OG 7-1/2" SYSTEM ELEVATIONS
YKK YWW 45 TU SECTION DETAILS
YKK YWW 45 TU PLAN DETAILS
YKK YCW 750 OG 9" SYSTEM ANCHORS
BRAKE METAL SHAPES
1'-0"=1'-0"
1'-0"=1'-0"
N.T.S.
1/2"=1'-0"
6"=1'-0"
6"=1'-0"
6"=1'-0"
6"=1'-0"
6"=1'-0"
STEEL ATTACHMENT DETAILS
6"=1'-0"
*DRAWING SCALES ARE BASED ON 24" X 36" PAGE FORMAT
*
201-206 6 YKK YCW 750 OG 9" SYSTEM ELEVATIONS 3/8"=1'-0"
GENERAL CONTRACTOR:
ARCHITECT:
SHT #:
EAP PROJECT #:
EYP ARCHITECTURAL AND ENGINEERING, PC
WHITING TURNER
13294
001
004-006 3 GLAZING DETAILS 1'-0"=1'-0"
INTERIOR:
EXTERIOR:
TRIM:
DURACRON S600 CLEAR ANODIZED
YS1N CLEAR ANODIZED
YS1N CLEAR ANODIZED
SILICONE GLAZING NOTE
ABBREVIATIONS
WITH THE EXCEPTION OF SEALANTS USED IN EAP FABRICATION FACILITY INCLUDING
UNITIZED PANEL CONSTRUCTION THE INSTALLER IS RESPONSIBLE FOR SELECTING
AND CONTACTING THE SILICONE MANUFACTURER TO DETERMINE WHICH TYPE OF
SILICONE IS TO BE USED AND WHAT SAMPLES ARE REQUIRED TO BE SUBMITTED FOR
ADHESION AND COMPATIBILITY TESTING. THE SILICONE SEALANT SHALL NOT BE
APPLIED TO MANUFACTURER'S SYSTEM PRODUCTS WITHOUT APPROVAL OF THE
SILICONE MANUFACTURER AND UNTIL ALL REQUIRED TESTING IS COMPLETED AND
DETAILED APPLICATION INSTRUCTIONS HAVE BEEN DELIVERED BY THE SILICONE
MANUFACTURER TO THE INSTALLER. IF YOU FIND THE SILICONE MANUFACTURER'S
INSTALLATION INSTRUCTIONS ARE NOT IN ACCORDANCE WITH MANUFACTURER'S
SYSTEM INSTALLATION INSTRUCTIONS, IT IS YOUR RESPONSIBILITY TO NOTIFY EAP
OF THIS CONFLICT PRIOR TO GLAZING.
YOUR GLASS SUPPLIER MUST BE MADE AWARE THAT THEIR GLASS WILL BE USED IN A
SSG APPLICATION. THE APPLICATION MUST BE APPROVED BY THE GLASS SUPPLIER
PRIOR TO GLAZING.
FOR ANY STRUCTURAL SILICONE GLAZED PRODUCT APPLICATION THAT IS NOT
SHOWN IN MANUFACTURER'S STANDARD SYSTEM PRODUCT LITERATURE, THE
APPLICATION MUST BE PRE-APPROVED BY THE SYSTEM MANUFACTURER.
X.M.
X.J.
A -ADAPTOR
AA -ANGLE
AB -ANCHOR BACKUP
AF -ASSEMBLED FRAME
AL -ANCHOR LUG
ALUM -ALUMINUM
A.L. -ANCHOR LENGTH
ALB -ALUMINUM BAR
ALT -ALUMINUM TUBE
AM -APPLIED MUNTIN
AMI -INTR. APPLIED MUNTIN
AN -ANCHOR
AP -ACCESS PANEL
AR -ANCHOR RAIL
A.R. -ARCH. REFERENCE
AS -AIR SEAL
AW -ALUMINUM WASHER
BA -BACK PAN ADAPTER
BAL -BALANCE
BE -S.G. BAFFLE
BF -BEAD FRONT
BH -BOTTOM RAIL
BL -BLINDS
BOM -BACK OF MULLION
BP -BACK PAN
BPP -BI-PART PULL HANDLE
BR -BRAKE
BT -BUTT JOINT
COV -COVER
CA -CAP
CC -CORNER COVER
CF -CAN FILLER
CH -CHANNEL
C/L -CENTER LINE
CL -CLIP
CP -COPING
CRP -COMPRESSION RING PKG.
CR -CONNECTING ROD
CW -CURTAIN WALL
DA -DOOR ADAPTER
D.L.O.-DAY LIGHT OPENING
D.O. -DOOR OPENING
D.S. -DOOR SIZE
DE -DRIP EDGE
DIR -DROP IN RAIL
DR -BLIND D-ROD
DS -DOOR STOP
EAP -ERIE ARCHITECTURAL
PRODUCTS, INC.
EC -EXTERIOR COVER CAP
EJ -EXPANSION JOINT (VERTICAL)
F -FRAME MEMBER
FA -F ANCHOR
FS -FRAME SIZE
FI -FILLER
FOC -FACE OF COVER/CONCRETE
FOG -FACE OF GLASS
FJ -FIXED JAMB
FL -FLASHING
FP -FACE PANEL
G -GUTTER
GB -GLAZING BEAD
GL -GLAZING
GK -GASKET
GP -GUSSET PLATE
CR -GLASS RETAINER
GS -GLASS STOP
H -HORIZONTAL
HA -HIP ADAPTER
HB -HORIZ. GLASS BEAD
HC -HORIZ. COVER
HD -HEAD
HDR -HEAD RECEPTOR
HF -HIP FLASHING
HG -HINGE
HGS -HORIZ. GLASS STOP
HHR -HEAVY HEAD RECEPTOR
HK -HEAD TRACK
HN -HEAD CAN
HP -HORIZ. PRESSURE PLATE
HPP -HIP PRESSURE PLATE
HR -HAND RAIL
HRC -HAND RAIL COVER
HRS -HEAD RECEPTOR STOP
HT -HORIZ. TRIM
HTC -HEAD TRACK CAP
HTF -HEAD TRACK FILLER
HTR -HEAD TRACK RECEPTOR
IB -INTERIOR BASE
IC -INTERIOR COVER
IM -INTERIOR MULLION
I.S. -INSIDE
IT -INTERIOR TRIM
J -JAMB
JA -JAMB ADAPTER
JC -JAMB CHANNEL
JO -JOINT PLUG
JP -JAMB PRESS. PLATE
JR -JACK RAFTER
JRC -JACK RAFTER COVER
JRP -JACK RAFTER P. PLATE
JRS -JACK RAFTER SHEAR BLK.
KD -KNOCK DOWN
LA -LATCH STILE
LF -LOCK JAMB
LS -LOCK STILE
LST -LEFT STILE
MB -SCREEN MUNTIN BAR
MC -CORNER MULLION
ME -MULLION EXTENSION
MH -MULLION HEIGHT
MI -MULLION INTERLOCK
ML -MULLION LENGTH
MP -INTERMEDIATE PURLIN
MR -RIGHT HAND MULLION
MTL -METAL
NBE -NOT BY EAP
NTS -NOT TO SCALE
P -PURLIN
O.C. -ON CENTER
O.D. -OPENING/OVERALL DIMENSION
O.S. -OUTSIDE
PB -PURLIN PRESS. PLATE
PC -PEAK COVER
PF -POCKET FILLER
PH -PIANO HINGE
PL -PLATE
PM -PERIMETER MUNTIN
PN -PANEL
PNH -PANNING HEAD
PNL -PANNING LEFT JAMB
PNR -PANNING RIGHT JAMB
PNS -PANNING SILL
PP -PRESSURE PLATE
PR -PERIMETER
PSH -PAINTED SCREEN HINGE
PT -PAINT
RA -RAFTER
RAA -RAFTER ADAPTER
RAS -RIDGE AIR SEAL
RB -RECEPTOR BASE
RC -RAFTER COVER
R.D. -REFERENCE DIMENSION
RE -REINFORCEMENT
RF -RIDGE FLASHING
RGE -REVERSE GLAZING ADAPT.
RL -RAIL
R.L. -RAFTER LENGTH
RM -RAMP
R.O. -ROUGH OPENING
RP -RAFTER PRESS. PLATE
RPA -REVERSE PROJ. ADAPTER
RR -RIDGE RAFTER
RRC -RIDGE RAFTER COVER
RRP -RIDGE RAFTER P. PLATE
RS -RECEPTOR STOP
RST -RIGHT STILE
SA -SILL ADAPTER
SB -SECONDARY BEAD
SC -SCREENS
SCB -SCREEN BOTTOM
SCH -SILL CHAIR
SCL -SCREEN LEFT
SCR -SCREEN RIGHT
SCT -SCREEN TOP
SF -SILL FLASHING
SH -SHEAR BLOCK
SK -SILL TRACK
SL -SLEEVE
S/L -STOCK LENGTH
SN -SILL CAN
SO -STOOL
SP -SPLICE
SR -SECONDARY RAIL
SS -STAINLESS STEEL
SSG -STRUCTURAL SILICONE GLAZING
SST -STAINLESS STEEL TRACK
STL -STEEL
STC -SILL TRACK CAP
STF -SILL TRACK FILLER
STR -SILL TRACK RECEPTOR
SW -STEEL WASHER
TA -T ANCHOR
TB -TRIM BASE
TC -TRIM COVER
TG -TONGUE ADAPTER
TH -TOP RAIL
TM -TRUE MUNTIN
TR -TRIM MEMBER
TS -TOP HINGE SEPARATOR
TOS -TOP OF STEEL
TOC -TOP OF CONCRETE
UN -WINDOW UNIT
VERT -VERTICAL
VC -VERTICAL COVER
VGS -VERTICAL GLASS STOP
VP -VERTICAL PRESS. PLATE
WB -WICKET BOTTOM
W.D. -WINDOW DIMENSION
WL -WICKET LEFT
W.P. -WORKING POINT
WR -WICKET RIGHT
WT -WICKET TOP
X.J. - EXPANSION JOINT(HORIZONTAL)
LEGEND & SYMBOLS
EAP DETAIL. NO.
ELEVATION MARK
LBS
LBS
WINDLOAD OR DEADLOAD
REACTIONS
DIMENSIONAL REF OR
WORKING POINT,
ELEVATION DATUM
EAP SHEET. NO.
DEADLOAD ANCHOR
AT ELEV.
ARCH REF NO.
WINDLOAD ANCHOR
TIEBACK ANCHOR
ANCHOR NO.
REVISION DELTA
EXPANSION JOINT
EXPANSION MULLION
BRAKE SPLICE
BS
EXPANSION JOINT
EJ
SHOP SEAL
SS
ERECTOR SEAL
E
PERIMETER SEAL
P
SASHOP ATTACH
FAFIELD ATTACH
HORIZONTAL
SPLICE
REINFORCING MARKER
SHOP CUT
TO SIZE
CS
SYSTEM DEPTH
ARCH. REF.
THUS
CURTAIN WALL, WINDOW WALL, STOREFRONT SYSTEMS, THE LENGTH OF SETTING
BLOCK MUST BE A MINIMUM OF 4" LONG. UNITIZED SYSTEMS THE LENGTH OF SETTING
BLOCKS MUST BE A MINIMUM OF 6" LONG.
THESE DRAWINGS ARE THE SOLE AND EXCLUSIVE PROPERTY OF EAP AND CONTAIN
SENSITIVE, PRIVILEGED OR CONFIDENTIAL INFORMATION WHICH MAY BE USED ONLY
FOR ITS BENEFIT. THE DISCLOSURE OF THESE DRAWINGS TO UNAUTHORIZED
PERSONS IS STRICTLY PROHIBITED. THIS DOCUMENT AND ALL COPIES MUST BE
RETURNED UPON DEMAND.
DEAD LOAD SHIM AT
MIDSPAN REQUIRED
PLACE SETTING BLOCKS
AT 8" POINTS
■
PLACE SETTING BLOCKS
@ 1/8 POINTS
6" LONG SETTING
BLOCKS REQUIRED
8" LONG SETTING
BLOCKS REQUIRED
10" LONG SETTING
BLOCKS REQUIRED
R2
R14
A10A10
A1
A2
4 / A4636.6
56
WW16
X
X
XXXX
XXXX
CW1
1
YKK YCW 750 OG 8" SYSTEM DEPTH
A-1.01, 2/ A-3.01, 1/A-4.01, 2/A-4.02
SEE SHT 101 FOR PLAN LOCATION
ELEV. 200'-0"
FIRST FLOOR
MINERAL WOOL
INSULATION
BATT
INSULATION
RIGID
INSULATION
STEEL
SEE ELEVATION
METAL PANEL
STONE,
GRANITE
CONCRETE,
PRECAST
EARTH
GRAVEL,
STONE
CAULKING
FIRE
SAFING
BRICK
CONCRETE
BLOCK
WOOD
ALUMINUM
WEEP
BAFFLE
HS
BUTT JOINT
BT FULL DEPTH SHEAR
BLOCK REQUIRED
INC.
PHONE: (800) 878-1861
FAX: (866) 322-4445
WWW.ERIEAP.COM
ArchitecturalSystems
SupplyingFabricated
651 1
YKK YCW 750 OG 7-1/2" SYSTEM ANCHORS
6"=1'-0"
6"=1'-0"351-358 8 YKK YCW 750 OG 9" SYSTEM PLAN DETAILS
YKK YCW 750 OG 9" SYSTEM SECTION DETAILS
255 1 YKK YWW 45 TU ELEVATIONS 1/2"=1'-0"
007-008 2 PROFILE SHEET N.T.S.
901 1
701-707 8
YKK YES 45 TU PLAN DETAILS
YKK YES 45 TU SECTION DETAILS
6"=1'-0"
6"=1'-0"
261 1 YKK YES 45 TU ELEVATIONS 1/2"=1'-0"
R1
R1
R1
R1
775 1 YKK YWW 45 TU PLAN SYSTEM ANCHORS 6"=1'-0"
401
451
1
1
6"=1'-0"
6"=1'-0"YKK YCW 750 OG 7-1/2" SYSTEM PLAN DETAILS
YKK YCW 750 OG 7-1/2" SYSTEM SECTION DETAILS
R1
R1
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001
002
003
004
005
002
101
102
201
202
203
204
205
206
251
301
302
303
304
305
351
352
353
354
355
356
401
451
501
551
601
651
701
●
●
●
●
●
●
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●
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●
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●
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●
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SHT:
GL
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EAP PROJECT#:
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13294
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--
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--
--
--
--
--
--
255
●
006
●
-
306
●
007
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307
308
●
●
309
●
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357
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●
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R
R
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R
R
R
R
R
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358
●
R
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703
704
705
706
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CW
Page 3
ZONE 4(NON-CORNER) + PSF
- PSF
ZONE 5(CORNER) + PSF
- PSF
INTERIOR +/- 5 PSF (+/- 10 PSF AT VESTIBULES TO EXTERIOR FRAMING)
23.5
25.5
23.5
31.5
CODES AND STANDARDS
IBC - 2006
ASCE 7 - 05
OTHER (LOCAL CODES) - 2010 NEW YORK STATE BUILDING CODE
ALUMINUM DESIGN MANUAL- 2005 EDITION
AISC MANUAL OF STL CONST. - 9TH EDITION (ASD)
METAL CURTAIN WALL FASTENER GUIDE - AAMA TIR-A9-1991
THE FOLLOWING CODES / STANDARDS / REFERENCES WERE UTILIZED
IN THE DESIGN OF THE ALUMINUM CURTAINWALL / STORE-FRONT SYSTEM
IN THE ATTACHED DRAWINGS.
WIND LOADS
PER STR. SHEET -
BASIC WIND SPEED mph
EXPOSURE CATEGORY=
IMPORTANCE FACTOR Iw
=
GCPi
Kd
MEAN BUILDING HEIGHT h =
CORNER ZONE WIDTH a =
DESIGN LOADS - COMPONENTS AND CLADDING
THE FOLLOWING TABLE INDICATES THE MAXIMUM VERTICAL MOVEMENTS THE SYSTEM CAN
HANDLE WHEN FLOOR LIVELOAD AND FRAMING THERMAL EXPANSION ARE COMBINED.
6063-T6 OR 6063-T5
STRUCTURAL SEALANT
SEALANT TENSILE STRENGTH BASED ON PSI ALLOWABLE (Fs = 6.0)
MATERIALS
ALUMINUM
MULLIONS AND HORIZONTALS
T AND F ANCHORS
BRAKE METAL
STEEL
STRUCTURAL SHAPES AND PLATES
OTHER ANCHORS
STOOL TRIM / CAPS
STRUCTURAL TUBES / PIPES
S002
90
1.15
+/- 0.18
0.85
30 ft
10 ft
SUBSTRATE FINISH APPLICATION
(WEATHERSEAL/STRUCTURAL)
APPROVED
CLEANER
APPROVED
PRIMER
APPROVED
SILICONE
APPROVED SILICONES/SEALANTS
ASTM-A500_GRD._B-
ASTM-A36
6063-T6
6105-T5
-
3004-H14
6063-T6
20
TM
003
DEFLECTION
DEFLECTION DUE TO APPLIED LOADS
MAXIMUM ALLOWABLE DEFLECTION DUE TO WIND PRESSURE
TYPICAL:
JAMB: NOT TO EXCEED PERIMETER JOINT CAPACITY
CANTILEVER: 2L/175
MAXIMUM ALLOWABLE DUE TO DEAD LOAD:
1
8
" (
1
16
" ABOVE OPERABLE UNITS, E.G.
VENTS, AND DOORS SUPPORTED BY CW/SF FRAMING)
SPANS OVER 13'-6"
L/175 FOR SPANS UP TO 13'-6"; L/240 + 1/4" FOR
QUOTED SYSTEM ALLOWABLE DISPLACEMENT
PERIMETER SEALS COMPRESSION OF JOINT WIDTH (i.e. HEADS AND SILLS)
ELONGATION OF JOINT WIDTH (i.e. HEADS AND SILLS)
TRANSLATION OF JOINT WIDTH (i.e. JAMBS)
YKK YCW 750 OG/SSG+/- 1/4" @ INTERNAL SYSTEM EXPANSION JOINT
YKK YWW 45 TU+/- 3/4" @ INTERNAL SYSTEM EXPANSION JOINT
50%
100%
100%
ON THE FOLLOWING INFORMATION.
EXTERIOR EXPOSED METAL -
COMBINED EXTERIOR / INTERIOR EXPOSED METAL -
(i.e. - FACE CAPS)
(i.e. - MULL / HORZ.)
SYSTEM THERMAL EXPANSION BASED ON 60 DEG. F -
MAXIMUM ANTICIPATED LIVE LOAD FLOOR DEFL. -
THERMAL EXPANSION / CONTRACTION OF THE SYSTEM IS BASED
+/- 60 DEGREES F.
+/- 100 DEGREES F.
0.1" PER 10 FT. OF LENGTH
1/4" (0.125" DEFAULT, U.N.O.)
AIR/WATER INFILTRATION PERFORMANCE
QUOTED SYSTEM AIR INFILTRATION WATER RESISTANCE
(AIR INFILTRATION RATE SHALL NOT EXCEED AT STATIC (THERE SHALL BE NO LEAKAGE AT A PRESSURE
PRESSURE DIFFERENTIAL NOTED) DIFFERENTIAL OF)
YKK YCW 750 OG/SSG 0.06 CFM/FT SQ. @ 6.24 PSF 15 PSF
YKK YWW 45 TU 0.06 CFM/FT SQ. @ 6.24 PSF 12 PSF
YKK YES SSG/TU 0.1 CFM/FT SQ. @ 6.24 PSF 12 PSF
C
DL DEFLECTION OF MAIN SUPPORT SYSTEM SHALL NOT EXCEED
1
8
" WHEN CW SYSTEM IS INSTALLED.
SETTING BLOCKS
SETTING BLOCK LENGTHS ARE PROVIDED BASED ON IGMA REQUIREMENTS OF 0.1" OF LENGTH PER
EVERY 1 SQFT. OF GLASS LITE SUPPORTED. A MINIMUM OF 4" LONG IS REQUIRED ON ALL STANDARD
CURTAIN WALL, WINDOW WALL, AND STOREFRONT SYSTEMS UNLESS NOTED OTHERWISE. FOR ALL
UNITIZED SYSTEM A MINIMUM OF 6" LONG IS REQUIRED UNLESS NOTED OTHERWISE.
SETTING BLOCK LOCATIONS SHALL BE AT 1/4 POINTS OF GLASS WIDTH, UNO. SETTING BLOCKS MAY
BE MOVED TO 1/8 POINTS OF GLASS WIDTH, AS REQ'D SEE ELEVATIONS. SETTING BLOCKS MOVED
FURTHER APART THAN 1/8 POINTS REQUIRES AN ENGINEERING REVIEW AND GLASS MANUFACTURER
APPROVAL.
EPDM DUROMETER 85±5, SHORE A
SHT:
GL
AZ
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ON
TR
AC
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EAP PROJECT#:
PR
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13294
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FORMULAS AND OTHER PERTINENT INFORMATION.
REFER TO GLAZING DETAILS AND OTHER DETAILS FOR INFILL
GL-1
-
-
-
WEEP
HOLE
B B
B B
A
D
YKK YCW 750OG/SSG
1" O.G. OVER 1" O.G.
CAPTURED INTERMEDIATE
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
1
2
"
1
2
"
WEEP
HOLE
YKK YCW 750OG/SSG
1" O.G.
CAPTURED SILL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
F
C
B
A
B
G
D
1
2
"
1
2
"
B
B
C
A
E
YKK YCW 750OG/SSG
1" O.G.
CAPTURED JAMB
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
1
2
"
1
2
"
B
B
E
B
B
E
A
YKK YCW 750OG/SSG
1" O.G. BESIDE 1" O.G.
CAPTURED INTERMEDIATE VERTICAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
YKK YCW 750OG/SSG
1" O.G. OVER 1" O.G.
SSG INTERMEDIATE HORIZONTAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
1"
1"
M
K
L
YKK YCW 750OG/SSG
1" O.G. BESIDE 1" O.G.
SSG INTERMEDIATE VERTICAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
GLAZING DETAILS
YKK YCW 750 OG/SSG
WEEP
HOLE
F
C
B
A
B
G
YKK YCW 750OG/SSG
1" O.G.
CAPTURED HEAD
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
1
2
"
1" CLEAR INSULATED (ARCH TO PROVIDE INFO)
GL-1T
1" CLEAR INSULATED TEMPERED (ARCH TO PROVIDE INFO)
GL-4A
1" CLEAR INSULATED WITH PPG SOLARBAN 70 ( ARCH TO PROVIDE INFO)
PARTS AND ACCESSORIES
ITEM DESCRIPTION
A EF-313 1/4"-20 X 1" HWHMS, 18-8 SS @ 9" O.C.
B E2-0120S INT\EXT 1/4" GLAZING GASKET (SILICONE)
C
E2-0239 1/8" x 7/16" ISOLATOR TAPE
D
E2-0104 SETTING BLOCK
E
E2-0105 SIDE BLOCK FOR 1" GLAZING
F
E1-1286 MULLION END CAP
G EF-310 #14-10 X 5/8" FPHSMSUC, 18-8 SS
H #12-14X 2" PFH 410 SS TEK SCREW @ 9" o/c
J E2-0222 SSG SPACER (3/16")
K
E9-8943 HORIZONTAL SSG TONGUE ADAPTOR
L
3/16"X1" SETTING BLOCK
M
1
4
"X
1
4
" SGT TAPE
GLAZING SCHEDULE
R1
M
M
R1
N
1
4
"X
1
2
" EPDM SPACER
O
1
16
"X
1
4
" EPDM SPACER
SPECIAL GLASS SIZE NOTE:
MP-1
-
1" INSULATED METAL PANEL BY ICON
R1
P
3
16
"X
3
16
" EPDM SPACER
1" 1"
R
Q
1
8
"X1"X1" ALUMINUM TUBE
R
E1-0103 EPDM THERMAL ISOLATOR
S
T
1
8
"X
3
4
"X
7
8
" ALUM. ANGLE
1
8
"X1"X
7
8
" ALUM. CHANNEL
EF-302 @ 12" O/CU
W
X
#12 PAN HEAD MACHINE SCREW @ 6" O/C
#12 FLAT HEAD MACHINE SCREW @ 6" O/C
R1
O.S CORNER PANEL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
YKK YCW 750OG/SSG
1" PANEL BESIDE 1" PANEL
O
N
Q
H
W
W
1
3
4
"
1
3
4
"
Y#10 FLAT HEAD MACHINE SCREW @ 6" O/C
Y
AA
1
8
" X 1
3
8
" ALUM. PLATE BY ERIE
AA
R1
CONT. INTERMEDIATE PANEL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
YKK YCW 750OG/SSG
1" METAL PANEL
R1
YKK YCW 750OG/SSG
1" PANEL BESIDE 1" PANEL
SSG INTERMEDIATE PANEL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
1" 1"
M
R1
GL-1A
1" INSULATED ACOUSTIC VISION GLASS (ARCH TO PROVIDE INFO)
R1
004SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 5
WEEP
HOLE
B B
B
A
D
CAPTURED INTERMEDIATE HORIZONTAL
@ DOOR HEAD
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
YKK YCW 750OG/SSG
1" O.G. OVER STANDARD YKK DOOR
E
B
B
A
B
1
2
"
1
2
"
YKK YCW 750OG/SSG
1" O.G. BESIDE TYPICAL YKK DOOR
CAPTURED INTERMEDIATE VERTICAL
@ DOOR JAMB
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
SSG VENT SILL @ SSG HEAD
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
WEEP
HOLE
YKK YCW 750OG/SSG& YKK TES TU
1" O.G.
SSG VENT SILL @ CAPTURED HEAD
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
B
B
GLAZING SCHEDULE
SSG O.S CORNER PANEL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
YKK YCW 750OG/SSG
1" O.G. BESIDE 1" O.G.
M
K
N
O
N
Q
H
S
T
U
X
W
YKK YCW 750OG/SSG& YKK TES TU
1" O.G.
005SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 6
FASTENER LEGEND
EAP # SIZE AND DESCRIPTION
EF-302#10-16 X 3/4" PPH, SELF DRILLING, 410 SS
EF-308#12-11 X 1-3/4" FPHSMS, TYPE A, 18-8 SS
EF-311#12-11 X 3/4" FPHSMS, TYPE A, 18-8 SS
A B
B
A
A B
C
D
E
F
7
16
"
1
2
"
7
16
"
YKK YWW 45 TU
1" O.G.
HEAD HORIZONTAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
YKK YWW 45 TU
1" O.G.
JAMB VERTICAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
YKK YWW 45 TU
1" O.G.
SILL HORIZONTAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
B
A
B
A
G
H
YKK YWW 45 TU
1" O.G.
INTERMEDIATE VERTICAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
GLAZING DETAILS
YKK YWW 45 TU
G
G
H
G
G
HEAD HORIZONTAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
HEAD HORIZONTAL
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
GLAZING DETAILS
YKK YES 45 TU
VERTICAL JAMB
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
VERTICAL INTERMEDIATE
INFILL SIZE FORMULA
D.L.O. + VARIES
UNLESS OTHERWISE NOTED
1
2
"
1
2
"
3
8
"
3
8
"
3
8
"
3
8
"
3
8
"
PARTS AND ACCESSORIES
ITEM DESCRIPTION
A
E2-0808- WEDGE GASKET (
1
4
" F.C.)B
C
E2-0545- SIDE BLOCK
R1
E2-0801- DART GASKET (
1
4
" F.C.)
E2-0178- SETTING BLOCK FOR 1" GL.
D
E1-1173- SETTING CHAIR FOR 1" GL.
E
PM-1006-SS-FASTENER.
F
G
H
1
4
"X
1
4
" SGT TAPE
1
4
"X
1
2
" EPDM SPACER
I E2-0019- SETTING BLOCK FOR
1
4
" GL.
R1
006SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 7
E9-1206 - 3/4" X 2-1/2" COVER AS-3569- PERIMETER PRESSURE PLATE E9-1242 - 2-1/2" X 6-3/4" VERTICAL\HORIZONTAL MULLION E9-3513 - 7/8" X 4-1/2" DOOR JAMB ADAPTOR SUBFRAME 1" GLAZING AS-0417 - 4-1/2" SNAP IN DOOR STOP
E9-3548 - 2-1/2" X 2-3/4" 90 DEG. CORNER INTERIOR COVERE9-3535 - 2-1/2" X 6-3/4" SSG MULLIONE9-9518- 2-1/2" X 6-3/4" SSG MULLIONAS-1216 - PRESSURE PLATEE9-8943 - HORIZONTAL SSG TONGUE ADAPTOR
E9-1273 - 2-1/2" 90 DEG. CORNER SSG GLAZING ADAPTOR FOR 1/4" GL.E9-1280 - 2-1/2" 90 DEG. CORNER INTERIOR COVER BASE E9-1290 - CONCEALED FASTENER SHEAR BLOCK S/LE1-3506 - CONCEALED FASTENER SHEAR BLOCK (FOR E9-1242)E9-1220 - GLAZING ADAPTOR FOR 1/4" GLASS
E1-1202 - SPLICE SLEEVE FOR FACE COVERE2-0105 - SIDE BLOCKE2-0120S - 1/4" SILICONE GLAZING GASKET E1-1238 - T ANCHOR E1-1240 - F ANCHOR
E2-0222 - SSG SPACER (3/16")E2-0176 - SSG SPACER (5/16") E2-0239 - ISOLATOR TAPE BE9-2720 - HEAD HORIZONTAL E9-2707 - GLASS STOP FOR 1" GLAZING
007SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 8
BE9-2721 - FLUSH POCKET FILLER 1" GLASS
E2-0178 - SETTING BLOCK FOR 1" GLASSE1-1173 - SETTING CHAIR FOR 1" GLASS BE9-2706 - SILL HORIZONTAL
BE9-4132- DESCRIPTION BE9-2706-SILL HORIZONTAL
E2-0704PC - DESCRIPTIONE9-2405 - SILL FLASHING
E1-1950 - SETTING BLOCK
E2-0174 - DESCRIPTION E2-0269 - GASKET E9-4129 - FLAT FRAME
BE9-2553 - HEAD HORIZONTAL
E9-1038 - FLUSH FILLER BE9-2552 - SHALLOW GLAZING POCKET FILLER FOR 1" GLASS BE9-2566- CORNER MULLION
BE9-2567- CORNER MULLION
E9-0415 - 2"X4 1/2" DOOR JAMB C/P AS-0401 - DOOR STOPPER O/P E9-1015 -GLASS STOP FOR 1" GLASS E9-1015 -GLASS STOP FOR 1" GLASS
BE9-2579 -GLASS STOP FOR 1" GLASS BE9-2578 - HIGH PERFORMANCE SILL FLASHING
E9-1265 -2 1/2" x 5 1/4" SSG MULLIONE9-1214 -2 1/2" x 5 1/4" VERICAL/ HORIZONTAL MULLION
008SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 9
E2-0801 - DART GASKET (1/4") E2-0808 - WEDGE GASKET (1/4")
009SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 10
NORTH
[NOT TO SCALE]
ARCH. REF:
FLOOR PLAN -
1 / A101
FIRST FLOOR PLAN
1 2 3 4 5 6 7 8 9
12'-0"
A.R.
10'-0"
A.R.
20'-0"
A.R.
30'-0"
A.R.
30'-0"
A.R.
30'-0"
A.R.
30'-0"
A.R.
12'-0"
A.R.
A
B
C
D
E
29'-0"
A.R
.
10'-0"
A.R
.
29'-0"
A.R
.
2'-0"
A.R
.
1 2 3 4 5 6 7 8 9
A
B
C
D
E
CW1
201
CW3
203-05
CW4
206
WW1
255
DOOR
[101B]
DOOR
[67]
DOOR
[100A]
DOOR
[101B]
CW5
251
SF1
261
SF2
261
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
R1
101SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 11
NORTH
[NOT TO SCALE]
ARCH. REF:
FLOOR PLAN -
2 / A101
SECOND FLOOR PLAN
1 2 3 4 5 6 7 8 9
12'-0"
A.R.
10'-0"
A.R.
20'-0"
A.R.
30'-0"
A.R.
30'-0"
A.R.
30'-0"
A.R.
30'-0"
A.R.
12'-0"
A.R.
A
B
C
D
E
29'-0"
A.R
.
10'-0"
A.R
.
29'-0"
A.R
.
2'-0"
A.R
.
1 2 3 4 5 6 7 8 9
A
B
C
D
E
CONT'D
CW1
201
CW2
202
CONT'D
CW3
203-05
CONT'D
CW4
206
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
WW1
255
CW6
251
102SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
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--
--
Page 12
3
2
1
12'-0"A.R. 10'-0"A.R.
62
1
2
"
D.L.O.
64
1
8
"
D.L.O.
64
1
8
"
D.L.O.
64
1
8
"
D.L.O.
64
1
8
"
D.L.O.
61
31
32
"
D.L.O.
30
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
27"
D.L.O
.
263" F
.S
.
400" F.S.
A1
301
33'-4
1
2
" O.D. [400
1
2
"]
A2
301
A5
303
A01-LEVEL 1
ELEV. 272'-6"
A02-LEVEL 2
ELEV. 286'-0"
A01-T/LOW STEEL
ELEV. 299'-8"
A03-T/HIGH STEEL
ELEV. 301'-2"
SYSTEM DEPTH
ARCH. REF.
THUS
CW1
1
YKK YCW 750 OG/SSG 9" SYSTEM DEPTH
A101,A202
SEE SHT. 101&102 FOR PLAN LOCATION
DURACRON INTERIOR
2
1
2
"
typ.
4
1
32
"
2
1
2
"
typ.
2
1
2
"
typ.
1'-6"
9'-10
1
2
"
1'-6"
13'-8"
13'-6"
SEE SHT. 201
A
A
3'-11
1
2
"
GL-1A
GL-1A
GL-1A
GL-1A
GL-1A
GL-1A
GL-2
22'-0
5
8
" O
.D
. [264
5
8
"]
5
8
"
1"
1
2
"
WALL SECTION "A-A"
ARCH'L. REF. = A301
B11
353
A4
302
A3
302
SEE SHT. 201
B
B
B31
357
B1
351
GL-2 GL-2
B32
358
CANOPY BY OTHERS
2'-2
3
8
"
A.R
.
3'-0"
A.R
.
2'-7
1
2
"
A.R
.
2'-8
5
8
"
A.R
.
2'-9"
A.R
.
2'-9"
A.R
.
2'-9"
A.R
.
2'-9"
A.R
.
2'-9"
A.R
.
2'-9"
A.R
.
2'-10
1
4
"
A.R
.
℄
℄
℄
A2
A1
A2A2
A2A2
A2
℄
B30
357
A1
301
A22
307
B25
356
7'-11
7
8
" O
.D
. [95
7
8
"]
WALL SECTION "B-B"
ARCH'L. REF. = A301
NOTE TO ICON:
PLACE SETTING BLOCKS @ 1/8" POINTS
■
NOTE TO ICON:
DEADLOAD SHIM @ MIDPOINT REQUIRED
LBS
LBS220
1410
LBS3068
TOP OF FRAME
ELEV. 305'-1-1/2"
321
E
33'-4"A.R.
9'-10"A.R.
2'-5
1
8
"
A.R
.
■ ■
3"
2
1
2
"89
1
2
"
D.L.O
.
2
1
2
"
3
4
"94
1
2
" F
.S
.
2'-5"
A13
A7 A7.1
A6
A5
A12
5'-6
3
4
""
EQ 2
5'-6
5
8
""
EQ 1
5'-6
5
8
""
EQ 1
5'-6
5
8
""
EQ 1
5'-6
5
8
""
EQ 1
5'-6
3
4
""
EQ 2
89
7
8
"
D.F
.O
.
6'-10
1
4
" D
.O
. [82
1
4
"]
72
1
4
"
D.F.O.
7
8
"
7
8
"
2
1
2
" 2
1
2
"
77
1
4
" F.S.
5'-10
1
2
" D.O. [70
1
2
"]
98
1
8
" M
.L.
@ D
OO
R
GL-4A
GL-4A
D
1'-6"
F.O
.G
.
E
1'-6"
F.O
.G
.
E
A1
301
A2
301
A4
302
A3
302
A8
303
94" M
.L.
262
5
8
" M
.L.
192
11
32
" A
.L.
51
11
16
" A
.L.
E
A1
301
35
1
2
" M
.L.
A19
306
A8
303
B2
351
B27
356
A21
307
40
7
8
"
typ.
144"
typ.
77
3
4
"
typ.
B25
356
A16
A15
A16A16
A16A16
A16A17
30"
D.L.O.
100A
9
0
.
0
°
90° O.S. SSG CORNER
TO ELEV. CW2 SHT. 202
A19
306
W L
D L
D L
W L
26
3
4
"
D.L.O.
30"
D.L.O.
30
13
16
"
D.L.O.
30
13
16
"
D.L.O.
26
3
4
"
D.L.O.
A12
A6 A6 A6
A01-LEVEL 1
ELEV. 272'-6"
A5.1
267
3
8
" F.S.
22'-4
3
8
" O.D. [268
3
8
"]
1
2
"
1
2
"
5
8
"
B25
356
B25
356
A8 A8 A8 A8 A9 A9
R1
R1
R1
B25
356
B28
357
OPP.
B27
356
R1
267
3
8
" F.S.
22'-4
3
8
" O.D. [268
3
8
"]
1
2
"
3'-1
1
8
" O
.D
. [37
1
8
"]
35
1
2
" F
.S
.
5
8
"
1"
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
A22
307
A8
303
A23 A24
A20
℄
℄
℄
W L
R1
A18
306
℄
℄
℄
℄
℄
D L
LBS650
LBS344
LBS
LBS220
344
LBS201
LBS
LBS165
206
18
19
32
" A
.L.
FOILBACK INSULATION BY OTHERS
18
19
32
" A
.L.
A21 A21 A21 A21
A21 A22
B2
351
GL-4A
GL-4A
B36
358
1
2
"
6'-6
1
4
" O.D. [78
1
4
"]
1
2
"
1
2
"
OPP.
B28
357
SIM.
B1
351
B31
357
201
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 13
SEE SHT. 201
B
B
17
3
8
"
D.L.O.
SYSTEM DEPTH
ARCH. REF.
THUS
CW2
1
YKK YCW 750 OG/SSG 9" SYSTEM DEPTH
A201
SEE SHT.102 FOR PLAN LOCATION
2
1
2
"
3'-1
1
8
" O
.D
. [37
1
8
"]
E
35
1
2
" F
.S
.
A1
301
A22
307
1'-11
29
32
" O.D. [23
29
32
"]
B9
353
GL-2
2
1
2
"4
1
32
"
23
29
32
" F.S.
1"
OPP.
B32
358
D
A03-T/HIGH STEEL
ELEV. 301'-2"
3'-11
1
2
"
TOP OF FRAME
ELEV. 305'-1-1/2"
METAL PANEL BY ACD
5
8
"
2'-10
1
4
"
A.R
.
℄30
1
2
"
D.L.O
.
2
1
2
"
A24 A26
A22 A25
1'-1
1
4
"
3
9'-1
0" F
.O
.G
.
E D
2'-0"
A.R.
1'-11
5
16
"
1'-6"
90° O.S. SSG CORNER TO
ELEV. CW1 SHT. 201
R1
1
2
"
FOILBACK INSULATION BY OTHERS
202
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 14
GL-2
SYSTEM DEPTH
ARCH. REF.
THUS
CW3
1
YKK YCW 750 OG/SSG 9" SYSTEM DEPTH
A201
SEE SHT. 101 &102 FOR PLAN LOCATION
OPP.
B19
355
3 4
5
30'-0"A.R.
SEE SHT. 205
C
C
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
15
1
2
"
D.F.O.
15
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
15
1
2
"
D.F.O.
A2
15
1
2
"
D.L.O.
81
1
2
"
D.L.O.
24
1
8
"
D.L.O.
18
1
8
"
D.L.O
.
19
1
2
"
D.L.O
.
19
1
2
"
D.L.O
.
63
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
18
1
4
"
D.L.O
.
18
1
4
"
D.L.O
.
65"
D.L.O
.
30
1
8
"
D.L.O
.
2
1
2
"
typ.
19
1
2
"
D.L.O
.
29'-11
1
2
" O
.D
. [359
1
2
"]
19'-10
5
8
"
A28
309
5
8
"
2
1
2
"
typ.
2
1
2
"
typ.
A13
305
A14
305
A11
304
B20
355
NOTE TO ARCH/G.C:
PLEASE VERIFY CLOUDED DIMENSIONS
4
90° I.S. CORNER TO
ELEV. CW-2 SHT. 202
A5
A2A2A1
A2A2
A2
A2
A2A2
A2A2A2
A2 A2A2
A2A2A2
A2A2
A2A2
GL-2 GL-2 GL-2
GL-2 GL-2
GL-2 GL-2 GL-2
GL-1A
GL-1A
GL-2
GL-2
GL-4A
A12
304
B2
351
A6
303
A9
304
A6
303
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-1A
GL-1A
MP-1
B12
353
B34
358
B2
351
B12
353
B38
353
B18
354
B18
354
B17
354
25
5
8
"
D.L.O
.
1"
A13
305
A14
305
GL-2
GL-2GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
B12
353
B2
354
B17
354
E
GL-1A
GL-2
GL-1A
GL-1A
GL-1A
B2
351
GL-1A
A3
302
143'-9
1
2
" O.D. [1725
1
2
"]
1725" F.S. (34 BAYS)
B25
356
B25
356
B25
356
B18
354
5
D
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
7'-0"
A.R.
2'-5"
A.R.
1'-6"
A.R.
1'-6"
A.R.
10'-1
3
8
"
1'-6"
F.O
.G
.
1'-6"
F.O
.G
.
30'-0"
A.R.
A01-LEVEL 1
ELEV. 272'-6"
A02-LEVEL 2
ELEV. 286'-0"
A01-T/LOW STEEL
ELEV. 299'-8"
A03-T/HIGH STEEL
ELEV. 301'-2"
13'-8"
13'-6"
TOP OF FRAME
ELEV. 302' - 4 1/2"
1'-6"
1'-2
1
2
"
30'-0"A.R.
143'-9
1
2
" O.D. [1725
1
2
"]
A6
A10
A6
A6 A6A6 A6
A10 A6A6 A6
A18
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19 A19
FOILBACK INSULATION BY OTHERS
METAL PANEL BY OTHERS
A19
A19
A19
A19
A19
A27
309
A6
303
A19
A19
GL-2
B29
357
R1
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-1A
GL-1A
GL-1A
GL-1A GL-1A
B31
356
R1
GL-4A
R1
R1
R1
GL-4A
GL-4A
R1
B19
355
B20
355
R1
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
R1
B25
356
B25
356
B25
356
R1
R1
357
7
8
" F
.S
.
R1
B34
358
R1
R1
1
2
"
B12
353
R1
B25
356
B25
356
B31
357
R1
R1
R1
R1
R1
R1
R1 R1
R1
R1 R1 R1
R1
9
0
.
0
°
9
0
.
0
°
6'-3"
A.R.
2'-0
1
8
"
( CLEAR OPENING)
BP-1 BP-2A
BP-3 BP-4
BP-2 BP-4 BP-2 BP-4 BP-4
BP-3
BP-4 BP-2
2'-0
1
8
"
( CLEAR OPENING)
R1
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
203
MA
TC
HLIN
E A
1, S
HE
ET
202
Page 15
6
7
30'-0"A.R. 30'-0"A.R. 30'-0"A.R.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
15
1
2
"
D.F.O.
15
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
15
1
2
"
D.F.O.
15
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
A2A2
1725" F.S. (34 BAYS)
143'-9
1
2
" O.D. [1725
1
2
"]
SEE SHT. 205
C
C
A2A2
A2A2
A2A2 A2A2
A2 A2A2
A2A2
A2A2
A2A2
A2A2 A2
A2A2
A2A2
A2A2
A2A2
A2A2
A2A2
A2A2
GL-2 GL-2
GL-2 GL-2
GL-2 GL-2
MP-1 MP-1
19
1
2
"
D.L.O
.
19
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
63
1
2
"
D.L.O
.
18
1
8
"
D.L.O
.
18
1
4
"
D.L.O
.
18
1
4
"
D.L.O
.
30
1
8
"
D.L.O
.
65"
D.L.O
.
2
1
2
"
typ.
19
1
2
"
D.L.O
.
357
7
8
" F
.S
.
29'-11
1
2
" O
.D
. [359
1
2
"]
5
8
"
2
1
2
"
typ.
25
5
8
"
D.L.O
.
1"
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
B12
353
B2
351
B18
354
B17
354
OPP.
B19
355
A13
305
A14
305
B20
355
GL-2
GL-2
B2
351
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
B12
354
B2
351
B12
353
B18
354
B17
354
NOTE TO ARCH/G.C:
PLEASE VERIFY CLOUDED DIMENSIONS
B2
351
B2
351
B2
351
B2
351
B2
351
GL-1A GL-1A
GL-1A GL-1A
B6
352
72
1
2
"
D.L.O.
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B18
354
B18
354
B18
354
A11
304
A11
304
A11
304
6 7
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
1'-6"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
3'-3"
A.R.
6'-3"
A.R.
1'-6"
A.R.
1'-6"
F.O
.G
.
1'-6"
F.O
.G
.
CONTINUED
CW3
30'-0"
A.R.
30'-0"
A.R.
30'-0"
A.R.
143'-9
1
2
" O.D. [1725
1
2
"]
A6 A6 A6 A6 A10
A6 A6 A6 A6 A6 A10 A6 A6 A6 A6 A6
A6
A6
FOILBACK INSULATION BY OTHERS
METAL PANEL BY OTHERS
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19 A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A19
A11
304
A12
304
A6
303
A9
304
A6
303
A27
309
A6
303
GL-1AGL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-4A
GL-1A
GL-1A
GL-1A
GL-1A
GL-1A
GL-1A
GL-1A
B31
357
R1
R1
R1
R1 R1
R1
R1
R1
R1
R1
R1
R1
72
1
2
"
D.L.O.
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
R1 R1
R1
R1
B25
356
B25
356
B25
356
R1
R1
R1
R1
B25
356
B25
356
B25
356
B25
356
B25
356
R1R1
B25
356
B25
356
R1
R1
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
R1 R1
A28
309
R1
B25
356
B25
356
B31
357
B31
357
R1
R1
R1
R1
R1
R1
R1 R1 R1 R1 R1 R1R1 R1R1
R1
R1
R1 R1 R1
R1 R1
R1 R1 R1
R1
R1 R1 R1 R1 R1
R1
R1
R1
9
0
.
0
°
6'-3"
A.R.
BP-4 BP-2 BP-3 BP-2
BP-4 BP-3
BP-2 BP-3 BP-2 BP-3 BP-2
BP-2
BP-2 BP-2
BP-4 BP-3 BP-3 BP-3
R1
2'-0
1
8
"
( CLEAR OPENING)
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
204
MA
TC
HLIN
E A
1, S
HE
ET
203
MA
TC
HLIN
E A
1, S
HE
ET
205
Page 16
A
8 9
12'-0"A.R.
35
27
32
"
D.L.O.
72
1
2
"
D.L.O.
36
1
2
"
D.L.O.
15
1
2
"
D.L.O.
72
1
2
"
D.L.O.
19
1
2
"
D.L.O
.
19
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
63
1
2
"
D.L.O
.
18
1
8
"
D.L.O
.
18
1
4
"
D.L.O
.
18
1
4
"
D.L.O
.
30
1
8
"
D.L.O
.
65"
D.L.O
.
357
7
8
" F
.S
.
SEE SHT. 205
C
C
2
1
2
"
typ.
2
1
2
"
typ.
19
1
2
"
D.L.O
.
4
1
32
"
typ.
1"
5
8
"
29'-11
1
2
" O
.D
. [359
1
2
"]
1'-7
1
8
"
F.O.G.
WALL SECTION "C-C"
ARCH'L. REF. = A301
90° O.S. CORNER TO
ELEV. CW4 SHT. 206
A2A2 A2
A2
B18
354
GL-2
A2A2
A2A2
A3
A4
25
5
8
"
D.L.O
.
GL-2
GL-2
GL-4A
GL-2
GL-2
GL-2
GL-2
GL-2
GL-2
B12
353
B2
351
B32
358
NOTE TO ARCH/G.C:
PLEASE VERIFY CLOUDED DIMENSIONS
GL-1A
GL-1A
D
B26
356
143'-9
1
2
" O.D. [1725
1
2
"]
1725" F.S. (34 BAYS)
A1
301
A9
304
A3
302
A6
303
A12
304
A11
304
B18
354
LBS
LBS2090
804
LBS1239
LBS3045
8 9
D
E
1'-6"
F.O
.G
.
1'-7
1
8
"
F.O.G.
1'-9"
A.R.
6'-3"
A.R.
3'-3"
A.R.
1'-6"
A.R.
6'-3"
A.R.
CONTINUED
CW3
12'-0"
A.R.
A01-LEVEL 1
ELEV. 272'-6"
A02-LEVEL 2
ELEV. 286'-0"
A01-T/LOW STEEL
ELEV. 299'-8"
A03-T/HIGH STEEL
ELEV. 301'-2"
13'-8"
13'-6"
TOP OF FRAME
ELEV. 302' - 4 1/2"
1'-6"
1'-2
1
2
"
A01-LEVEL 1
ELEV. 272'-6"
A02-LEVEL 2
ELEV. 286'-0"
A01-T/LOW STEEL
ELEV. 299'-8"
A03-T/HIGH STEEL
ELEV. 301'-2"
13'-8"
13'-6"
TOP OF FRAME
ELEV. 302'-4 1/2"
1'-6"
1'-2
1
2
"
143'-9
1
2
" O.D. [1725
1
2
"]
A6 A6 A6A10 A11
357
7
8
" M
.L.
A19
A19
A19
A19
FOILBACK INSULATION BY OTHERS
METAL PANEL BY OTHERS
A19
A19
A19
A19
A27
309
GL-2
159
7
32
" A
.L.
16
13
32
" A
.L.
A28
309
A11
304
A12
304
A6
303
A9
304
A6
303
A27
309
A6
303
9
1'-6"
1'-7
1
8
"
F.O.G
F.O.G
GL-4A
GL-4A
GL-4A
B32
358
B31
357
R1
R1
R1
R1
R1
R1
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356R1
182
1
4
" A
.L.
R1
R1
R1
R1
B4
351
R1
B17
354
B31
357
B4
351
R1
R1
R1
R1
R1
R1
BP-2
BP-4
BP-3
BP-5
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
205
MA
TC
HLIN
E A
2, S
HE
ET
204
Page 17
SYSTEM DEPTH
ARCH. REF.
THUS
CW4
1
YKK YCW 750 OG 9" SYSTEM DEPTH
A201
SEE SHT. 101&102 FOR PLAN LOCATION
D
81
1
2
"
D.L.O.
19
1
2
"
D.L.O
.
19
1
2
"
D.L.O
.
30
1
2
"
D.L.O
.
63
1
2
"
D.L.O
.
18
1
8
"
D.L.O
.
18
1
4
"
D.L.O
.
18
1
4
"
D.L.O
.
30
1
8
"
D.L.O
.
65"
D.L.O
.
2
1
2
"
typ.
19
1
2
"
D.L.O
.
2
1
2
"
typ.
357
7
8
" F
.S
.
29'-11
1
2
" O
.D
. [359
1
2
"]
C
29'-0"A.R.
81
1
2
"
D.L.O.
36
1
2
"
D.L.O.
72
1
2
"
D.L.O.
27
1
2
"
D.L.O.
33
1
2
"
D.L.O.
B
72
1
2
"
D.L.O.
31
31
32
"
D.L.O.
10'-0"A.R.
36
9
32
"
D.L.O.
500
9
32
" F.S.
70
3
4
"
D.F.O.
GL-2
GL-2
GL-2
GL-1A
GL-1A
GL-1A
GL-1A
GL-1A
MP-1
FOILBACK INSULATION BY OTHERS
METAL PANEL BY OTHERS
OPP.
B4
351
B31
357
MP-1
GL-2 GL-2
GL-2 GL-2
GL-2 GL-2
GL-2 GL-2
GL-2 GL-2
SEE SHT. 205
C
C
90° O.S. CORNER TO
ELEV. CW3 SHT. 205
25
5
8
"
D.L.O
.
GL-1A
GL-1A
B21
355
7
8
"
7
8
"
A17
306
A18
306
OPP.
B21
355
B2
351
B23
355
B22
355
OPP.
B22
355
B24
355
2
1
2
" 2
1
2
"
A2A2
A2A2
A2
A2
A2A2
A2A2
A2
A2
A2A2
A2A2
77
1
2
" F.S.
A13
A20
5
8
"
41'-8
25
32
" O.D. [500
25
32
"]
NOTE TO ARCH/G.C:
PLEASE VERIFY CLOUDED DIMENSIONS
95
3
8
"
D.F
.O
.
DOOR OPENING:
5'-10
3
4
"x7'-11
3
8
"
[70
3
4
"x95
3
8
"]
A3
A4
BCDE
9
1'-10
9
16
"
7'-0"
1'-7
1
8
"
F.O
.G
.
1'-6"
F.O.G.
7'-0" 3'-3" 6'-3" 2'-6" 3'-0" 6'-3"
3'-0
7
32
"
2'-0" 29'-0"
9'-11
13
16
" 1'-1
25
32
"
1
2
"
1'-1
25
32
"
E
2'-0"
101B
41'-8
25
32
" O.D. [500
25
32
"]
A02-LEVEL 2
ELEV. 286'-0"
A01-T/LOW STEEL
ELEV. 299'-8"
A03-T/HIGH STEEL
ELEV. 301'-2"
13'-8"
13'-6"
TOP OF FRAME
ELEV. 302' - 4 1/2"
1'-6"
1'-2
1
2
"
A01-LEVEL 1
ELEV. 272'-6"
A01-LEVEL 1
ELEV. 272'-6"
A02-LEVEL 2
ELEV. 286'-0"
A01-T/LOW STEEL
ELEV. 299'-8"
A03-T/HIGH STEEL
ELEV. 301'-2"
13'-8"
13'-6"
TOP OF FRAME
ELEV. 302' - 4 1/2"
1'-6"
1'-2
1
2
"
A11 A6 A6 A6 A6 A6 A6 A14A12 A12
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
B25
356
A19
A19A19
A19
A11
304
A11
304
1"
A19
A19
A19A19
A19
A19
A19A19
A19A19
A19A19
OPP.
B4
351
B23
355
A1
301
A11
304
A12
304
A6
303
A9
304
A6
303
A27
309
A6
303
B18
354
B32
358
7'-11
3
8
" D
.O
. [95
3
8
"]
4
1
32
" 2
1
2
"
typ.
B26
356
℄ ℄ ℄ ℄ ℄ ℄
B33
358
GL-4A
GL-4A
GL-4A
GL-4A
GL-1A
GL-1A
GL-4A
GL-4A
GL-4A
GL-4A
GL-1A
GL-1A
GL-4A
GL-4A
R1R1
B23
355
B31
357
B2
351
B2
351
B2
351
B31
357
B2
351
B2
351
5'-10
3
4
" D.O. [70
3
4
"]
B23
355
B31
357
R1
H4
651
B2
351
B2
351
R1
R1
R1 R1
206
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 18
A01-LEVEL 1
ELEV. 272'-6"
SYSTEM DEPTH
ARCH. REF.
THUS
CW5
1
YKK YCW 750 OG 7 1/2" SYSTEM DEPTH
A201
YKK 35D DOOR SYSTEM
SEE SHT. 101 FOR PLAN LOCATION
B1 B4
B7
OPP.
D1
451
B7
70"
D.F.O.
75" F.S.
D1
451
C1
401
C2
401
102
1
2
" F
.S
.
2
1
2
"
3
4
"
8'-7
1
4
" O
.D
. [103
1
4
"]
6'-4" O.D. [76"]
1
2
"
1
2
"
2
1
2
" 2
1
2
"
5'-8
1
4
" D.O. [68
1
4
"]
7
8
"
7
8
"
DOOR OPENING:
5'-8
1
4
"x8'-3
1
8
"
[70
1
2
"x99
1
8
"]
B C
10'-0"
A.R.
B C
101B
1'-10" 6'-4" 1'-10"
10'-0"
A.R.
1 1
1'-2
9
32
"
1'-10" 1'-10"
D3
451
GL-4A GL-4A
NOTE TO ARCH/G.C:
PLEASE VERIFY CLOUDED DIMENSIONS
B1 B4
B5 B8
B C
SYSTEM DEPTH
ARCH. REF.
THUS
CW6
1
YKK YCW 750 OG 7 1/2" SYSTEM DEPTH
A201
YKK 35D DOOR SYSTEM
SEE SHT. 102 FOR PLAN LOCATION
C3
401
D2
451
OPP.
D2
451
C4
401
75" F.S.
70"
D.L.O.
2
1
2
"2
1
2
"
6'-4" O.D. [76"]
10'-0"
A.R.
1'-10"1'-10"
66" F
.S
.
5'-7
1
4
" O
.D
. [67
1
4
"]
61"
D.L.O
.
3
4
"
1
2
"
1
2
"
1
2
"
C B
10'-0"
A.R.
1'-10"
A.R.
1'-10"
A.R.
A02-LEVEL 2
ELEV. 286'-0"
30"
6'-4" O.D. [76"]
GL-1A
R1
R1 R1
R1
2
1
2
"2
1
2
"
100"
D.F
.O
.
8'-3
1
8
" D
.O
. [99
1
8
"]
7
8
"
251SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 19
SYSTEM DEPTH
ARCH. REF.
THUS
WW1
4
YKK YWW 45 TU 4 1/2" OVERALL
A201
YES SSG TU VENT SYSTEM
EXTERIOR FRAME
SEE SHT. 101 AND 102 FOR PLAN LOCATION
55
5
8
"
D.L.O.
62"
D.L.O
.
2"
2"
66" F
.S
.
5'-7" O
.D
. [67"]
3
8
"
5
8
"
SYSTEM DEPTH
ARCH. REF.
THUS
WW2
18
YKK YWW 45 TU 4 1/2" OVERALL
A201
EXTERIOR FRAME
SEE SHT. 101 AND 102 FOR PLAN LOCATION
2"
88
3
4
" F.S.
7'-6" O.D. [90"]
5
8
"
5
8
"
E3
501
E4
501
OPP.
F1
551
F4
551
26
7
8
"
D.L.O.
2"
2
1
4
"
2'-6
5
8
" 4'-11
3
8
"
F1
551
R1
R1
R1
℄
55
5
8
"
D.L.O.
62"
D.L.O
.
2"
2"
66" F
.S
.
5'-7" O
.D
. [67"]
3
8
"
5
8
"
2"
88
3
4
" F.S.
7'-6" O.D. [90"]
5
8
"
5
8
"
E1
501
E2
501
F1
551
F3
551
F2
551
E3
501
E4
501
26
7
8
"
D.L.O.
2"
2
1
4
"
C1
C4
C5
C6 C7
C2 C3
R1
2'-6
5
8
" 4'-8
3
4
"
℄
9
0
.
0
°
3'-11
3
16
"
CLEAR OPENING
NOTE TO ARCH/G.C:
D.L.O'S ARE DETERMINED BY THE CENTER OF
SURROUNDING METAL PANELS. PLEASE
VERIFY DESIRED LOCATION OF VERTICAL
MULLION
NOTE TO ARCH/G.C:
D.L.O'S ARE DETERMINED BY THE CENTER OF
SURROUNDING METAL PANELS. PLEASE
VERIFY DESIRED LOCATION OF VERTICAL
MULLION
R1
R1
255SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 20
H5
651
H2
651
GL-1A
ED
2'-0"
A.R.
39
7
16
"
D.L.O.
87
3
8
" F.S.
4
1
2
"
7'-3
3
4
" O.D. [87
3
4
"]
3
8
"
2"
typ.
10"
4'-5
3
4
"
SYSTEM DEPTH
ARCH. REF.
THUS
SF1
1
YKK YES 45TU 4 1/2" SYSTEM DEPTH
A101
YKK 35D DOOR SYSTEM
INTERIOR FRAME
SEE SHT. 101 FOR PLAN LOCATION
1 2 3
9
3
8
"
2'-1
5
8
" 2'-9
5
16
" 2'-9
5
16
"
2'-6"
12'-0"
A.R.
21'-7
1
4
" O.D. [259
1
4
"]
22
1
4
"
D.L.O.
31
5
16
"
D.L.O.
25
1
4
"
D.L.O.
258
7
8
" F.S.
21'-7
1
4
" O.D. [259
1
4
"]
2"
typ.
3
8
"
G1
601
G2
601
H1
651
B11
353
98
1
16
"
D.L.O
.
102
1
16
" F
.S
.
8'-7
1
4
" O
.D
. [103
1
4
"]
2"
2"
3
8
"
13
16
"
G3
601
G4
601
H2
651
H3
651
OPP.
H3
651
3
2
1
12'-0"
A.R.
10'-0"
A.R.
GL-1A GL-1A
7'-11
1
8
" D
.O
./D
.F
.O
[95
1
8
"]
H4
651
4
1
2
"
10'-0"
A.R.
D
4'-3
1
32
" F
.O
.G
D
3
ED
3
1'-3
7
8
" F
.O
.G
90° I.S. CORNER TO
ELEV. SF2 SHT. 261
90° I.S. CORNER TO
ELEV. SF1 SHT. 261
3'-8
15
16
"
10"2'-0"
A.R.
4'-5
3
4
"
7'-3
3
4
"
G1
601
G2
601
NOTE TO ARCH/G.C:
PLEASE VERIFY CLOUDED DIMENSIONS
SYSTEM DEPTH
ARCH. REF.
THUS
SF2
1
YKK YES 45TU 4 1/2" SYSTEM DEPTH
A101
INTERIOR FRAME
SEE SHT. 101 FOR PLAN LOCATION
G1
601
G2
601
OPP.
H5
651
98
1
16
"
D.L.O
.
102
1
16
" F
.S
.
8'-7
1
4
" O
.D
. [103
1
4
"]
2"
2"
3
8
"
13
16
"
1'-3
7
8
"F.O.G.
3'-6
13
16
"
DOOR OPENING:
6'-0
1
4
"x7'-11
1
8
"
[72
1
4
"x95
1
8
"]
6'-0
1
4
" D.O./D.F.O [72
1
4
"]
76
1
4
" F.S.
2"2"
1'-2
1
8
"
72
1
4
"
D.F.O.
9
3
8
"
39
7
16
"
D.L.O.
100B
27
1
2
"
D.L.O.
31
5
16
"
D.L.O.
30
1
2
"
D.L.O.
R1
2'-8
1
2
" 2'-6
1
2
" 6'-0
1
4
"
℄ ℄ ℄ ℄
261SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 21
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
AT ELEV.
3/A401
A2
CW1,CW2
1
1
2
"
3
4
"
D.L.O
.
2
1
2
"
E9-1242E9-1206
AS-1216
E1-3506
EF-408
D.L.O
.
6
3
4
"
9"
SYSTEM DEPTH
INSUL. BY OTHERS
2"
2"
9
3
4
"1
1
2
"
1
2
"ØX4" GR.5 THRU BOLT
3
8
" X 14
1
4
" THICK BENT STL.
PLATE, 4" LONG
METAL DECKING
BY OTHERS
SEE ANCHOR A1, A2 , SHT. 701
4
3
4
"
℄
4
1
2
"
METAL STUDS
BY OTHERS
W18X35 STEEL
BEAM BY OTHERS
INSUL. BY OTHERS
℄
E
A
10"
3"
℄
9
16
"x1
1
2
" SLOT
FOIL BACK
INSUL. BY OTHERS
A03- T.O.S.
ELEV. 301'-2"
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
O.D
.
1"
E9-1242
E9-1206
AS-3569
E1-3506
EF-408
E
CONT. SOLID P.T WOOD
BLOCKING BY OTHERS
ONE PIECE COPING BY OTHERS
CONT. COPING CLEAT BY OTHERS
METAL STUDS BY OTHERS
10" A.R.
INSUL. BY OTHERS
A
FOIL BACK
INSULATION
BY OTHERS
A/V BARRIER BY
OTHERS
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE SHIM TO SUPPORT A/V BARRIER @ HEAD
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE COPING
DETAILS FOR COORDINATION.
INSULATION IS REQ'D FOR THERMAL
9
11
1
8
"
R1
#12 PH @
12" O.C
SEE ANCHOR A20, A21 , A22 SHT. 707
E1-1238 T ANCHOR
E1-1240 F ANCHOR
INSTALLATION NOTE:
FILLET SEAL JOINT
1
4
" Ø GR. 5 DRIL-FLEX ,
(4) PER INTERMEDIATE(F-ANCHOR)
(2) PER JAMB(T-ANCHOR)
AT ELEV.
3/A401
A1
CW1,CW2
3"3/16"
3"3/16"
3"3/16"
3"3/16"
A.L.
A.L.
301
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
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--
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Page 22
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
E9-1242E9-1206
AS-1216
E1-3506
EF-408
D.L.O
.
AT ELEV.
TYP.
A3
CW1,CW3,CW4
E
A02- LEVEL 2
ELEV. 286'-0"
6
3
4
"1
1
2
"
3
4
"
D.L.O
.
2
1
2
"
E9-1242E9-1206
AS-1216
E1-3506
EF-408
D.L.O
.
1 HR FIRE STOPPING
SYSTEM BY OTHERS
CONC. FLOOR SLAB BY OTHERS
BY OTHERS
AT ELEV.
TYP.
A4
CW1
10"
1
15
16
"
2"
2"
9
3
4
"1
1
2
"
1
2
"ØX4" GR.5 THRU BOLT
4
1
2
"
℄
℄
10
1
2
"
8"
SEE ANCHOR A15, A16,A17 , SHT. 705
W16X26 STEEL BEAM BY OTHERS
℄
9"
SYSTEM DEPTH
R1
3"
6
1
2
"
3"1/4"
3"1/4"
3"1/4"
3"1/4"
302
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
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Page 23
AT ELEV.
4/A401
A8
CW1
AT ELEV.
TYP.
A6
CW3,CW4
D.L.O
.
2
1
2
"
D.L.O
.
E9-9518
EF-408
E9-1290 MOD.
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
COVER
BEYOND
1
2
"
AT ELEV.
TYP.
A7
CW1,CW2
SEE ANCHOR A10 SHT.704
SEE SECTION A11, A14 SHT. 705
A01- LEVEL 1
ELEV. 272'-6"
INSUL. BY OTHERS
FLASHING NOT BY ICON
DAMPROOFING BY OTHERS
FLOOR FINISH BY OTHERS
METAL PANEL BY OTHERS
(PROVIDE DETAILS FOR
COORDINATION)
ARCH./GC NOTE:
PLEASE CONFIRM SLAB EDGE
LOCATION @ LEVEL 1
3" A
.R
.
1
2
"Ø POWER WEDGE BOLTS W/ 3
1
2
" MIN.
EMBEDMENT, 2" EDGE DISTANCE ( MIN.), 5"
SPACING (MIN.) @ INT.,2" SPACING (MIN.)
@ JAMB, (2) PER ANCHOR
4" 4"
D.L SHIM AS REQ'D
BY OTHERS
8"
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
O.D
.
5
8
"
E9-1242E9-1206
AS-3569
E1-3506
EF-408
E1-1238 T ANCHOR
E1-1240 F ANCHOR
E
10"
R1
R1
1"x2X
1
8
"" ALUM. ANGLE BY EAP
R1
N
O
T
U
S
E
D
R1
R1
CONC. BY OTHERS
f'c=3000 PSI
R1
R1
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
O.D
.
E9-1242E9-1206
AS-3569
E1-3506
EF-408
AT ELEV.
8/A401
A5
CW1
E
5
8
" ROOFING COVERBOARD
BY OTHERS
FLASHING NOT BY
ICON
CONT. SOLID P.T. WD.
BLOCKING BY OTHERS
EXTERIOR SHEATHING BY OTHERS
5
8
"
10"
A/V BARRIER BY OTHERS
SEE ANCHOR A5, A6 SHT. 704
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
R1
STAINLESS STEEL
TO RUN BELOW
GRADE ( BY
OTHERS)
R1
INSUL. BY OTHERS
A01- T.O.CURB
ELEV. 283'-1"
#10 F.H SCREWS
@ 18" O.C.
INSTALLATION NOTE:
DO NOT SHIM OR ANCHOR AT THIS LOCATION
R1
303
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 24
AT ELEV.
TYP.
A10
CW3,CW4
AT ELEV.
TYP.
A11
CW3,CW4
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
N
O
T
U
S
E
D
R1
D
SEE ANCHOR A18, A19 SHT. 706
W16X26 STEEL BEAM
BY OTHERS
EMBED BY ICON
A02- LEVEL 2
ELEV. 286-0"
FIRE STOPPING BY ICON
9
R1
R1
FOIL BACK
INSULATION
BY OTHERS
D.L.O
.
2
1
2
"
D.L.O
.
E9-9518
EF-408
E9-1290 MOD.
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
COVER
BEYOND
1
2
"
R1
10"
AT ELEV.
TYP.
A9
CW3,CW4
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
E9-1242E9-1206
AS-1216
E1-3506
EF-408
D.L.O
.
AS-3569
1" METAL PANEL BY EAP
BACKPAN & 2" INSUL.
BY EAP
AT ELEV.
4/A401
A12
CW3,CW4
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
O.D
.
5
8
"
E9-1242
E9-1206
AS-3569
E1-3506
EF-408
E1-1238 T ANCHOR
E1-1240 F ANCHOR
SHIM AS REQUIRED
BY OTHERS
A01- LEVEL 1
ELEV. 272-6"
INSUL. BY OTHERS
FLASHING NOT BY ICON
DAMPROOFING BY OTHERS
FLOOR FINISH BY OTHERS
SEE ANCHOR A5, A6,A10 SHT. 705
D
ARCH./GC NOTE:
PLEASE CONFIRM SLAB EDGE
LOCATION @ LEVEL 1
10"
1" METAL PANEL BY EAP
1
2
" Ø POWERS WEDGE BOLTS W/ 3
1
2
" MIN.
EMBEDMENT 2 " MIN. EDGE DISTANCE
5"" MIN.SPACING @ INT. , 2" SPACING
MIN.@JAMB (2) PER ANCHOR
9
11
1
8
"
R1
CONC. BY OTHERS
f'c=3000 PSI
R1
R1
R1
R1
3
3
8
" 4
5
8
"
1'-4
3
4
"
INSTALLATION NOTE:
FILLET SEAL JOINT
3"
1
1
2
"
1"
℄5"
1
2
" Ø GR.5 BOLT (2)
PER ANCHOR
3
8
" THICK BENT STL.
PLATE, 7
1
2
" LONG
1
1
2
"
6"
1"
1
1
2
"
1"
BACKPAN & 2" INSUL.
BY EAP
304
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 25
AT ELEV.
TYP.
A13
CW3
AT ELEV.
TYP.
A14
CW3
AT ELEV.
TYP.
A15
CW3,CW4
AT ELEV.
TYP.
A16
CW3,CW4
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
N
O
T
U
S
E
D
N
O
T
U
S
E
D
R1
R1
2
1
2
"
D.L.O
.
E9-9518
EF-408
E9-1290 MOD.
6
3
4
"1
1
2
"
3
4
"
1
2
"
9"
SYSTEM DEPTH
E9-9302
MOD.
E9-9344
MOD.
1
7
8
"
E9-1242
E1-3506
EF-408
E9-1206
2
1
2
"
D.L.O
.D
.L.O
.
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
1
7
8
"
AS-3569
E9-4129
D.L.O
E2-0269
BE9-4132
E1-1950
1
8
"
E9-4129
BE9-4132
E9-1950
E2-0269
1
8
"
YES SSG TU VENT
EF-302
(18" O.C.
SEAL HEAD)
2"
R1
R1
18-8 S.S. 12" O.C
(SEAL @ HEAD)
1
8
" x1
1
2
"WOOD
EPDM TAPE
1
4
"X
1
2
" EPDM TAPE
(SET IN SEALANT)
AS-1217 (EXPOSED LEG
YS1N CLEAR ANODIZED
FINISHED)
1
4
"x
1
2
"
EPDM TAPE
YES SSG TU VENT
18-8 S.S. 12" O.C
(SEAL @ HEAD)
305
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 26
1
3
4
"
27
32
"
9"
SYSTEM DEPTH
2
5
8
" 3
25
32
"
11
16
"
10"
17
32
"
D.O
.
D.F
.O
.
FASTENER NOT
BY EAP
THRESHOLD TO
BE SET IN CONTINUOUS
SEALANT BY OTHERS
AT ELEV.
N/A
A18
CW1,CW4
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
E9-1242
E9-1206
AS-3569
E1-3506
EF-408
E1-1238 T ANCHOR
E1-1240 F ANCHOR
SEE ANCHOR A7,A8,A9, SHT. 704
3
4
"
END CAP @
VERTICAL ONLY
1
4
" Ø GR. 5 DRIL- FLEX (2) PER JAMB,
(4) PER INTERMEDIATE
NOTCHING AS REQUIRED
FOR INSTALLATION
E
ACM JOINTS BY OTHERS.
ALIGN WITH TOP OF VERTICALS
10"
METAL STUDS BY OTHERS
INSULATION BY OTHERS
METAL STUD BY OTHERS
(16 ga. MIN.)
A/V BARRIER BY OTHERS
2
1
2
"
3"4"
19"
AT ELEV.
N/A
A19
CW1
AT ELEV.
N/A
A20
CW1
O.D
.
FILL VOID WITH SPRAY-IN
INSUL. BY OTHERS
E9-8688
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
2
1
2
"
D.L.O
.
E9-1206
AS-1216
E9-3513
AS-0417
1
3
4
"
27
32
"
9"
SYSTEM DEPTH
2
5
8
" 3
25
32
"
7
8
"
D.O
.
1
8
"7
15
16
"
17
32
"
D.F
.O
.
E9-1242
E1-3506
EF-408
AT ELEV.
N/A
A17
CW4
R1
N
O
T
U
S
E
D
R1
R1
ARCH./GC NOTE:
PLEASE PROVIDE
CONDITION @ DOOR
18-8 S.S. 12" O.C
(SEAL @ HEAD)
306
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 27
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
AT ELEV.
3/A401
A22
CW1,CW2
1
1
2
"
3
4
"
2
1
2
"
E9-1242E9-1206
AS-3569
E1-3506
EF-408
D.L.O
.
6
3
4
"
9"
SYSTEM DEPTH
INSUL. BY OTHERS
METAL DECKING
BY OTHERS
METAL STUDS
BY OTHERS
W18X35 STEEL
BEAM BY OTHERS
INSUL. BY OTHERS
E
A
METAL PANEL
BY ACD
R1
5
8
"
O.D
.
F.S
.
METAL STUDS
BY OTHERS
E1-1238 T ANCHOR
E1-1240 F ANCHOR
1
4
" Ø GR. 5 DRIL-FLEX ,
(4) PER INT.
(2) PER JAMB
AT ELEV.
N/A
A21
CW1
2
1
2
"
F.S
.
E9-1206
AS-3569
EF-408
E1-1238 T ANCHOR
SEE ANCHOR A9, SHT. 704
3
4
"
END CAP @
VERTICAL ONLY
1
4
" Ø GR. 5 DRIL- FLEX (2) PER JAMB,
(4) PER INTERMEDIATE
NOTCHING AS REQUIRED
FOR INSTALLATION
E
ACM JOINTS BY OTHERS.
ALIGN WITH TOP OF VERTICALS
METAL STUDS BY OTHERS
INSULATION BY OTHERS
METAL STUD BY OTHERS
(16 ga. MIN.)
A/V BARRIER BY OTHERS
2
1
2
"
3"4"
O.D
.
FILL VOID WITH SPRAY-IN
INSUL. BY OTHERS
R1
10"
23
32
"
9"
SYSTEM DEPTH
3
25
32
"
5
3
4
"
D.O
.
1
8
"7
1
2
"
3
4
"
D.F
.O
.
NOTE:
PLEASE PROVIDE DOOR
OPERATOR DETAILS TO
COORDINATE WITH
CURTAIN WALL.
SWING OPERATOR
BY OTHERS
CONCEALING CHANNEL
BY OTHERS
E9-1253
AS-0417
AS-0401
PC-1210
@ 12" O.C.
NOTE TO ARCHITECT/G.C.:
MINIMUM 16 GA. METAL STUDS.
METAL STUDS MUST BE CAPABLE OF HANDELING
LOADS IMPOSED BY CURTAINWALL ABOVE
NOTE TO ARCHITECT/G.C.:
MOVING THERMAL BRIDGE TOWARDS
EXTERIOR IS RECOMMENDED
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE
LOCATION OF A/V BARRIER
DEADLOAD SHIM
AS REQ'D BY OTHERS
307
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 28
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
AT ELEV.
8/A401
A25
CW1
AT ELEV.
TYP.
A23
CW1,CW2
AT ELEV.
TYP.
A24
CW1,CW2
N
O
T
U
S
E
D
R1
N
O
T
U
S
E
D
R1
N
O
T
U
S
E
D
R1
308
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 29
AT ELEV.
N/A
A26
CW1
AT ELEV.
N/A
A27
CW3,CW4
N
O
T
U
S
E
D
R1
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
O.D
.
1"
E9-1242
E9-1206
AS-3569
E1-3506
EF-408
CONT. SOLID P.T WOOD
BLOCKING BY OTHERS
ONE PIECE COPING BY OTHERS
CONT. COPING CLEAT BY OTHERS
METAL STUDS BY OTHERS
10" A.R.
INSUL. BY OTHERS
FOIL BACK
INSULATION
BY OTHERS
A/V BARRIER BY
OTHERS
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE SHIM TO SUPPORT A/V BARRIER @ HEAD
9
SEE ANCHOR A20, A21 , A22 SHT. 707
E1-1238 T ANCHOR
E1-1240 F ANCHOR
INSTALLATION NOTE:
FILLET SEAL JOINT.
AT ELEV.
7/A401
A28
CW3,CW4
R1
D
D
10"
SEE ANCHOR A18, A19 SHT. 706
W16X26 STEEL BEAM
BY OTHERS
D.L.O
.D
.L.O
.
EMBED BY ICON
(REFER TO EMBED DRAWINGS)
A02- LEVEL 2
ELEV. 286-0"
FIRE STOPPING BY ICON
9
FOIL BACK
INSULATION
BY OTHERS
R1
R1
6
3
4
"1
1
2
"
3
4
"
9"
SYSTEM DEPTH
1
1
2
"
1"
℄5"
1
2
" Ø GR.5 BOLT (2)
PER ANCHOR
(2)
9
16
"X 1
1
2
" SLOT
3
8
" THICK BENT STL.
PLATE, 7
1
2
" LONG
1
1
2
"
6"
1"
1
1
2
"
1"
E9-9518
EF-408
E9-1290 MOD.
2
1
2
"
2
1
4
"
2" M
IN
.
11
1
8
"
309
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 30
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
D.L.O.
COVER BEYOND
1
2
"
AT ELEV.
N/A
B3
CW1
AT ELEV.
TYP.
B2
CW1,CW3,CW4
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
NOTE TO ARCHITECT/G.C.:
PLEASE VERIFY ANY CLOUDED DIMENSIONS
N
O
T
U
S
E
D
AT ELEV.
3A/411
B4
CW3,CW4
E1-3506
EF-408
EF-312
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
F.S.
O.D.
1
2
"
E9-1206
AS-3569
E9-1242
E1-3506
EF-408
EF-312
5
8
" GYPSUM BOARD BY OTHERS
METAL STUDS BY OTHERS
AT ELEV.
1/A411
B1
CW1
ARCH./GC NOTE:
CONFIRM ACTUAL JAMB
CONDITION AND LOCATION OF
BUILDING AVB MEMBRANE
LOCATION.
METAL PANEL BY ACD
R1
E9-9518
R1
R1
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
4
1
32
"
F.S.
O.D.
6
3
4
" 1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
4
1
32
"
F.S
.
O.D
.
EF-302
@ 24" O.C.
E9-3548
E9-1280
1
2
"X
1
4
" SGT TAPE
E9-1273
9
0
.
0
0
°
R1
1"x 1"x
1
8
"
ALUM. TUBE
(E9-9344)
1
4
"X
1
16
" SGT TAPE
EF-408
E9-1290
MODIFIED
EF-408
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
A/V BARRIER BY OTHERS
SEE SHT. 356
A
A
NOTE TO FABRICATION:
SET GLAZING ADAPTER
IN SEALANT( E9-1273)
351
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 31
AT ELEV.
N/A
B7
CW1
AT ELEV.
TYP.
B6
CW1,CW2,CW3,CW4
AT ELEV.
3A/411
B8
CW3,CW4
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
NOTE TO ARCHITECT/G.C.:
PLEASE VERIFY ANY CLOUDED DIMENSIONS
N
O
T
U
S
E
D
N
O
T
U
S
E
D
N
O
T
U
S
E
D
R1
R1 R1
AT ELEV.
3A/411
B5
CW3,CW4
N
O
T
U
S
E
D
R1
352
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 32
AT ELEV.
TYP.
B9
CW2
AT ELEV.
N/A
B11
CW1,SF2
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
D.L.O.
E9-1206
AS-1216
AT ELEV.
TYP.
B12
CW3
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
NOTE TO ARCHITECT/G.C.:
PLEASE VERIFY ANY CLOUDED DIMENSIONS
E9-3535
E1-3506
EF-408
EF-312
6
3
4
"1
1
2
"
9"
SY
ST
EM
D
EP
TH
E9-1206
EF-408
AS-3569
CW1
SF2
E9-1242
EF-312
4
1
2
"
SYSTEM DEPTH
D.L.O
.2"
3
8
"
F.S
.
O.D
.
E9-0415
BE9-2552
NOTE TO ARCHITECT/G.C.:
PLEASE VERIFY LOCATION OF SF2
IN REFERENCE TO CW1
E1-3506
D.L.O.
2
1
2
"
F.S.
O.D.
1
2
"
3
4
"
METAL PANEL SYSTEM BY ACD
R1
AT ELEV.
TYP.
B10
CW2,CW3
N
O
T
U
S
E
D
R1
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
E9-1206
AS-3569
D.L.O.
F.S.
E9-1242
E1-3506
EF-408
O.D.
1
2
"
2
1
2
"
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE JAMB CONDITION.
EXPOSED VERTICAL MULLION
PRESENTS THERMAL ISSUES
R1
SHEAR BLOCK NOT
SHOWN FOR CLARITY
FOIL BACK INSUL.
BY OTHERS
A/V BARRIER BY OTHERS
353
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 33
AT ELEV.
TYP.
B13
CW3
AT ELEV.
TYP.
B14
CW3,CW4
AT ELEV.
TYP.
B15
CW3
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
N
O
T
U
S
E
D
AT ELEV.
TYP.
B16
N
O
T
U
S
E
D
N
O
T
U
S
E
D
N
O
T
U
S
E
D
R1 R1
R1R1
AT ELEV.
TYP.
B18
CW3,CW4
AT ELEV.
TYP.
B17
CW3,CW4
E9-1242 MODIFIED
REMOVE STEM
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
METAL PANEL BY ICON.
E9-1242
(MOD.)
COVER BEYOND
1
8
"X 1
3
8
" ALUM. PLATE
BY ERIE
#10 FH
SCREW @ 6" O.C
D.LO. D.L.O.
2
1
2
"
SET IN SEALANT (SHOP)
SHEAR BLOCK NOT SHOWN
FOR CLARITY)
BACKPAN & 2" INSUL.
BY EAP
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
2
1
2
"
COVER BEYOND
1
2
"
E9-9518
2
1
2
"
D.L.O. D.L.O.
METAL PANEL BY ICON.
SHEAR BLOCK NOT SHOWN
FOR CLARITY)
SET PLATE IN SEALANT
BACKPAN & 2" INSUL.
BY EAP
1
4
"X
1
4
" EPDM SPACER
EF-401
R1
R1
354
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 34
AT ELEV.
TYP.
B19
CW3
AT ELEV.
TYP.
B20
CW3
AT ELEV.
TYP.
B22
CW4
AT ELEV.
TYP.
B23
CW4
AT ELEV.
TYP.
B24
CW4
AT ELEV.
TYP.
B21
CW4
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
F.S.
O.D.
1
2
"
E9-1206
AS-3569
E9-1242
E1-3506
EF-408
EF-312
METAL PANEL BY ACD
E9-9518
6
3
4
"1
1
2
"
3
4
"
1
2
"
9"
SY
ST
EM
D
EP
TH
E9-9302
MOD.
E9-9344
MOD.
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
E9-1206
EF-312
E2-0269
E9-4130
BE9-4132
D.L.O.
EF-312
1
8
"
2"
E9-4130
BE9-4132
E9-1242
D.L.O.
E2-0269
EF-302
EF-408
EF-302
2
1
2
"
D.L.O
18-8 S.S.
( SEAL SCREW
HEAD)
R1
R1
AS-1217 EXPOSED LEG
FINISHED (YS1N CLEAR ANODIZED)
1
4
"x
1
2
" EPDM TAPE
SHIM AS
REQ'D
E9-1206
AS-1216
D.O.
2
1
2
"
D.L.O.
7
8
"
3
32
" 3
1
2
"
17
32
"
1
3
4
"
9"
SY
ST
EM
D
EP
TH
2
5
8
"3
25
32
"
E9-3513
AS-0417
D.F.O.
E9-9518
27
32
"
SEE ANCHOR A12, SHT. 705
E9-1218
(MOD.)
3
8
" Ø POWERS WEDGE
BOLTS W/ 2
1
2
" MIN. EMBEDMENT,
2 " MIN.EDGE DISTANCE,
2
1
2
" SPACING,
(2) PER ANCHOR
E1-3506
EF-408
EF-312
E9-1282
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
A/V BARRIER
BY OTHERS
E9-1206
AS-1216
D.O.
2
1
2
"
D.L.O.
7
8
"
3
32
" 3
1
2
"
17
32
"
1
3
4
"
9"
SY
ST
EM
D
EP
TH
2
5
8
"3
25
32
"
E9-3513
AS-0417
D.F.O.
E9-3535
27
32
"
SEE ANCHOR 12, SHT. 705
E9-1218
(MOD.)
3
8
" Ø POWERS WEDGE
BOLTS W/ 2
1
2
" MIN. EMBEDMENT,
2 " MIN.EDGE DISTANCE,
2
1
2
" SPACING,
(2) PER ANCHOR
1" METAL
PANEL BY ICON.
E9-1282
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
SHEAR BLOCK NOT SHOWN
FOR CLARITY)
BACKPAN & 2" INSUL.
BY EAP
R1
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
F.S.
O.D.
1
2
"
E9-1206
AS-3569
E9-1242
R1
METAL PANEL BY ACD
1" METAL
PANEL BY ICON.
SHEAR BLOCK NOT SHOWN
FOR CLARITY)
BACKPAN & 2" INSUL.
BY EAP
A/V BARRIER
BY OTHERS
R1
18-8 S.S.
(SEAL SCREW
HEAD)
1
25
32
"2
1
2
"
18-8 S.S.
( SEAL SCREW
HEAD)
NOTE TO FABRICATION:
SEAL TOP OF ADAPTOR AND
TOP OF JOINT PLUGS
R1
ARCH/G.C. NOTE:
CONFIRM ACTUAL JAMB CONDITION
AND LOCATION OF BUILDING A/V
BARRIER LOCATION
ARCH/G.C. NOTE:
CONFIRM ACTUAL JAMB CONDITION
AND LOCATION OF BUILDING A/V
BARRIER LOCATION
18-8 S.S.
( SEAL SCREW
HEAD)
355
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 35
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
E9-1206
AS-1216
D.O.
2
1
2
"
D.L.O.
7
8
"
3
32
" 3
1
2
"
17
32
"
1
3
4
"
9"
SY
ST
EM
D
EP
TH
2
5
8
"3
25
32
"
E9-3513
AS-0417
D.F.O.
E9-1242
27
32
"
SEE ANCHOR A12, SHT. 705
E9-1218
AT ELEV.
TYP.
B27
CW1
3
8
" Ø POWERS WEDGE
BOLTS W/ 2
1
2
" MIN. EMBEDMENT,
2
1
2
" MIN.EDGE DISTANCE,
2
1
2
" SPACING,
(2) PER ANCHOR
AT ELEV.
TYP.
B26
CW3,CW4
R1
E1-3506
EF-408
EF-312
R1
1
2
"
OUTLINE OF COVER
1
4
"
OUTLINE OF
PRESSURE PLATE
SPLICE SLEEVE
(VISIBLE TO
EXTERIOR.
FINISH TO
CURTAINWALL
COVER LENGTHCOVER LENGTH
E9-1202
SPLICE SLEEVE
AT ELEV.
TYP.
B25
CW1,CW3,CW4
E9-1206
COVER
AS-1216
PRESSURE PLATE
R1
SECTION "A-A"
1"X1"X
1
8
" ALUM. TUBE
R1
2
1
2
"1
29
32
"
18-8 S.S.
( SEAL SCREW
HEAD)
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
4
1
32
"
F.S.
O.D.
6
3
4
" 1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
4
1
32
"
F.S
.
O.D
.
1
4
" FH TEK
SCREW, 2" LONG,
300 SERIES @ 9" O.C.
EF-302
@ 24" O.C.
E9-3548
E9-1280
E9-3535
E9-1273
9
0
.
0
0
°
1" METAL PANEL BY OTHERS
D.L.O.
4
1
32
"
D.L.O
.
4
1
32
"
1"x 1"x
1
8
"
ALUM. TUBE
(E9-9344)
1
4
"
1
4
"
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
SEE SHT. 356
A
A
SHEAR BLOCK NOT SHOWN
FOR CLARITY)
BACKPAN & 2" INSUL.
BY EAP
356
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 36
AT ELEV.
N/A
B28
CW1
E9-1206
AS-3569
D.O.
2
1
2
"
7
8
"
3
32
" 3
1
2
"
17
32
"
1
3
4
"
9"
SY
ST
EM
D
EP
TH
2
5
8
"3
25
32
"
E9-3513
AS-0417
D.F.O.
E9-1242
27
32
"
SEE ANCHOR A12, SHT. 705
E9-1218
3
8
" Ø POWERS WEDGE
BOLTS W/ 2
1
2
" MIN. EMBEDMENT,
2
1
2
" MIN.EDGE DISTANCE,
2
1
2
" SPACING,
(2) PER ANCHOR
R1
CONC. BY OTHERS
FOIL BACK
INSULATION
BY OTHERS
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
COVER BEYOND
1
2
"
AT ELEV.
TYP.
B31
CW1,CW3,CW4
E9-9518
SHEAR BLOCK NOT
SHOWN FOR CLARITY
R1
2
1
2
"
D.L.O.
1
2
"
AT ELEV.
N/A
B30
CW1
METAL PANEL BY OTHERS
E9-9518
E1-3506
EF-408
EF-312
COVER BEYOND
BACK PAN & FOIL BACK
INSULATION
BY OTHERS
AT ELEV.
N/A
B29
CW3
E9-1206
AS-3569
E9-1242
6
3
4
"
9"
SY
ST
EM
D
EP
TH
1
1
2
"
3
4
"
R1
EF-302
#10 FH
SCREW
METAL PANEL BY A.C.D.
1
2
"
O.D.
F.S.
9"
SY
ST
EM
D
EP
TH
6
3
4
"1
1
2
"
3
4
"
R1
1
4
"x
1
4
" SGT TAPE
1
4
"x
1
4
" SGT TAPE
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
1
2
"
O.D.
D.L.O.
2
1
2
"
D.L.O.
A/V BARRIER
BY OTHERS
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
A/V BARRIER
BY OTHERS
INSTALLATION NOTE.:
FILLET SEAL JOINTS
INSTALLATION NOTE.:
FILLET SEAL JOINT
18-8 S.S.
( SEAL SCREW
HEAD)
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
357
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 37
AT ELEV.
3A/411
B32
CW1,CW2,CW3,CW4
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
F.S.
O.D.
E9-1206
AS-3569
E9-1242
SHEAR BLOCK NOT SHOW
FOR CLARITY
BACK PAN & FOIL BACK
INSULATION
BY OTHERS
AT ELEV.
3A/411
B33
CW3,CW4
METAL PANEL BY ACD
AT ELEV.
N/A
B34
CW3
E9-1206
AS-3569
E9-1242
6
3
4
"
9"
SY
ST
EM
D
EP
TH
1
1
2
"
3
4
"
METAL PANEL
BY A.C.D.
E1-3506
EF-408
EF-312
AT ELEV.
N/A
B35
CW3
1
2
"
2
1
2
"
D.L.O.
O.D.
F.S.
1
2
"
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
4
1
32
"
F.S.
O.D.
6
3
4
" 1
1
2
"
3
4
"
9"
SYSTEM DEPTH
D.L.O
.
4
1
32
"
F.S
.
O.D
.
EF-302
@ 24" O.C.
E9-3548
E9-1280
1
2
"X
1
4
" SGT TAPE
E9-1273
9
0
.
0
0
°
BACK PAN & FOIL BACK
INSULATION
BY OTHERS
SHEAR BLOCK NOT
SHOWN FOR CLARITY
1"x 1"x
1
8
"
ALUM.TUBE
(E9-9344)
1
4
"X
1
16
" SGT TAPE
NOTE TO FABRICATION:
PREFILL RACEWAY W/ SEALANT
(SHOP APPLIED)
6
3
4
"1
1
2
"
3
4
"
9"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
F.S.
O.D.
1
2
"
E9-1206
AS-3569
E9-1242
5
8
" GYPSUM BOARD BY OTHERS
METAL STUDS BY OTHERS
AT ELEV.
1/A411
B36
CW1
ARCH./GC NOTE:
CONFIRM ACTUAL JAMB
CONDITION AND LOCATION OF
BUILDING AVB MEMBRANE
LOCATION.
METAL PANEL BY ACD
A/V BARRIER BY OTHERS
R1
INSUL. BY OTHERS
SEE SHT. 356
A
A
E9-1206
AS-3569
6
3
4
"
9"
SY
ST
EM
D
EP
TH
1
1
2
"
3
4
"
METAL PANEL
BY A.C.D.
1" INSUL. PANEL BY ICON
1
2
"
2
1
2
"
D.L.O.
O.D.
F.S.
SHEAR BLOCK NOT SHOWN
FOR CLARITY)
BACKPAN & 2" INSUL.
BY EAP
SHEAR BLOCK NOT
SHOWN FOR CLARITY
FOILBACK INSULATION BY OTHERS
INSTALLATION NOTE:
FILLET SEAL JOINTS
INSTALLATION NOTE:
FILLET SEAL JOINTS
A/V BARRIER BY OTHERS
A/V BARRIER BY OTHERS
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
358
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 38
7
1
2
"
SYSTEM DEPTH
AT ELEV.
N/A
C2
CW5
AT ELEV.
N/A
C1
CW5
AT ELEV.
N/A
C3
CW6
AT ELEV.
N/A
C4
CW6
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
5
1
4
"1
1
2
"
3
4
"
7
1
2
"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
3
4
"
E9-1206
AS-3569
E9-1214
EH-63765
EF-501
O.D
.
METAL PANEL SYSTEM BY ACD
5
1
4
"1
1
2
"
3
4
"
7
1
2
"
SYSTEM DEPTH
D.L.O
.
2
1
2
"
F.S
.
O.D
.
1
2
"
E9-1206
AS-3569
END CAP @
VERTICAL ONLY
E9-1214
EH-63765
EF-501
E1-1209 T ANCHOR
E1-1231 F ANCHOR
SEE ANCHOR B5,B8 SHT. 751
METAL PANEL SYSTEM BY ACD
R1
R1
SEE ANCHOR B1,B4 SHT. 751
INSUL. BY OTHERS
INSUL. BY OTHERS
11
16
"
10"
3
4
"
D.O
.
D.F
.O
.
FASTENER
NOT BY EAP
THRESHOLD TO
BE SET IN CONTINUOUS
SEALANT BY OTHERS
CONC. BY OTHERS
1
4
" Ø GR. 5 DRIL-FLEX ,
(2) PER ANCHOR
E1-1231 F ANCHOR
1
4
" Ø GR. 5 DRIL-FLEX ,
(2) PER ANCHOR
2
1
2
"
E9-1206
AS-3569
E9-1214
EH-63765
EF-501
E9-3513
AS-0417
PC-1210
@ 12" O.C.
7
8
"
1
8
"
3
4
"
METAL PANEL SYSTEM BY ACD
SEE ANCHOR B1& B4 SHT. 751
INSUL. BY OTHERS
E1-1231 F ANCHOR
1
4
" Ø GR. 5 DRIL-FLEX ,
(2) PER ANCHOR
1
3
4
"
27
32
"
7
1
2
"
SYSTEM DEPTH
2
5
8
" 2
9
32
"
D.F
.O
.
D.O
.
7
15
16
"
17
32
"
R1
DEADLOAD SHIM AS
REQ'D BY OTHERS
O.D
.
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
A/V BARRIER BY OTHERS
A/V BARRIER BY OTHERS
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
401
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 39
AT ELEV.
N/A
D1
CW5
5
1
4
"1
1
2
"
3
4
"
7
1
2
"
SY
ST
EM
D
EP
TH
D.L.O.
2
1
2
"
E9-1206
AS-3569
E9-1214
EH-63765
EF-501
EF-311
F.S.
O.D.
1
2
"
AT ELEV.
N/A
D2
CW6
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
AT ELEV.
N/A
D3
CW5
METAL PANEL BY A.C.D.
R1
R1
E9-1206
AS-3569
E9-1214
2
1
2
"
F.S.
O.D.
1
2
"
D.O.
7
8
"
3
32
" 3
1
2
"
17
32
"
1
3
4
"
7
1
2
"
SY
ST
EM
D
EP
TH
2
5
8
"2
9
32
"
E9-3513
AS-0417
D.F.O.
27
32
"
E9-1218
SEE ANCHOR B7, SHT. 751
1
2
" Ø X 3" POWER WEDGE
BOLTS W/ 3
1
2
" MIN. EMBEDMENT 1
3
4
"
MIN.EDGE DISTANCE
(1) PER ANCHOR
METAL PANEL BY A.C.D.
1
3
4
"
3
1
2
"3
9
16
"
17
32
"
17
32
"
1
8
"
R1
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
18-8 S.S.
( SEAL SCREW
HEAD)
A/V BARRIER BY OTHERS A/V BARRIER BY OTHERS
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
451
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 40
AT ELEV.
N/A
E3
WW1
AT ELEV.
N/A
E4
WW1
NOTE TO ARCHITECT/G.C.:
BUILDING AIR/VAPOR BARRIER (NOT BY ERIE OR GLAZING
CONTRACTOR) MUST BE CONNECTED AND SEALED TO THE
AIR SEAL PLANE OF THE CURTAIN WALL SYSTEM TO FORM
A COMPLETE BUILDING ENVELOPE; TYPICAL TO ALL
PERIMETER DETAILS. PLEASE CONFIRM LOCATION OF
AIR/VAPOR BARRIER FOR COORDINATION, TYPICAL.
AT ELEV.
N/A
E1
WW1
AT ELEV.
N/A
E2
WW1
D.L.O
.2"
F.S
.
O.D
.
5
8
"
4
1
2
"
SYSTEM DEPTH
E9-2707
BE9-2720
R1
D.L.O
.2"
F.S
.
O.D
.
5
8
"
E9-2707
BE9-2720
BE9-2721
E3-1103
BE9-4132
E1-1950
E9-4129
E2-0174
4
1
2
"
SYSTEM DEPTH
1
7
8
"
1
8
"
E2-0269
R1
METAL PANEL SYSTEM BY ACD
4
1
2
"
SYSTEM DEPTH
BE9-2706
E9-2405
E2-0269
E2-0704PC
E2-0174
E9-4129
PM-1012-SS
BE9-4132
E1-1950
R1
METAL PANEL
SYSTEM BY ACD
4
1
2
"
SYSTEM DEPTH
D.L.O
.2"
F.S
.
O.D
.
3
8
"
BE9-2706
E9-2405
METAL PANEL
SYSTEM BY ACD
3"
#12 DIA. GR. 5 TEK SCREWS
(4) PER INTERMEDIATE, (2) PER JAMB,
(2) PER CENTER OF SPAN
#12 F.H. DIA. GR. 5 TEK SCREWSM(2) PER SIDE OF VERTICAL
(2) THEN (2) @ CENTER OF SPAN
3
16
" ALUM. PLATE , 6" LONG @
INTERMEDIATE,
4" LONG @ JAMBS, THEN (1)
4" LONG STRAP PLATE AT
CENTER SPAN
INSUL.. BY OTHERS
SHIM AS REQ'D
FASTENER T.B.D
BY ENGINEERING#12 DIA. GR. 5 TEK SCREWS
(4) PER INTERMEDIATE, (2) PER JAMB,
(2) PER CENTER OF SPAN
#12 F.H. DIA. GR. 5 TEK SCREWS,
(2) PER SIDE OF VERTICAL
(2) THEN (2) @ CENTER OF SPAN
3
16
" ALUM. PLATE , 6" LONG @
INTERMEDIATE,
4" LONG @ JAMBS, THEN (1)
4" LONG STRAP PLATE AT
CENTER SPAN
R1
3"
3
16
" ALUM. PLATE , 6" LONG @
INTERMEDIATE,
4" LONG @ JAMBS, THEN (1)
4" LONG STRAP PLATE AT
CENTER SPAN
#12 DIA. GR. 5 TEK SCREWS
(2) PER SIDE OF VERTICAL ,
(2) PER CENTER OF SPAN
#12 F.H. DIA. GR. 5 TEK SCREWS,(2) PER SIDE OF VERTICAL
(2) THEN (2) @ CENTER OF SPAN
3
16
" ALUM. PLATE , 6" LONG @
INTERMEDIATE,
4" LONG @ JAMBS, THEN (1)
4" LONG STRAP PLATE AT
CENTER SPAN
#12 DIA. GR. 5 TEK SCREWS,
(2) PER SIDE OF VERTICAL,
(2) PER SIDE OF VERTICAL
(2) PER CENTER OF SPAN
#12 F.H. DIA. GR. 5 TEK SCREWS,
(2) THEN (2) @ CENTER OF SPAN
SEE ANCHOR C1,C2,C3 SHT. 775
SEE ANCHOR C4,C5,C6,C7 SHT. 775
SEE ANCHOR C1,C2,C3 SHT. 775
SEE ANCHOR C4,C5,C6,C7 SHT. 775
1
4
"
NOTE TO ARCHITECT/G.C.:
PLEASE INDICATE BLDG. A/V BARRIER AND
HOW IT WILL BE TIED IN WITH AIR SEAL
D.L.O
.2"
F.S
.
O.D
.
3
8
"
1
4
"
A/V BARRIER BY OTHERS
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
A/V BARRIER BY OTHERS
501
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
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Page 41
AT ELEV.
N/A
F1
WW1,WW2
AT ELEV.
N/A
F2
WW1
4
1
2
"
SY
ST
EM
D
EP
TH
2
1
4
"
D.L.O.D.L.O.
E2-0019
E2-0269
E2-0704PC
BE9-2721
BE9-2701
E9-1702
E9-4130
FASTENER TO BE
DETERMINED BY
ENGINEERING
1
7
8
"
1
8
"
1
8
"
AT ELEV.
N/A
F4
WW2
4
1
2
"
SY
ST
EM
D
EP
TH
2
1
4
"
D.L.O.
E2-0019
BE9-2721
BE9-2701
E2-0801
E9-1702
1
8
"
R1
D.L.O.
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
R1
D.L.O. 2"
F.S.
O.D.
5
8
"
BE9-2703
SILL FLASHING
BELOW
4
1
2
"
SY
ST
EM
D
EP
TH
1
8
"
BE9-2721
1
8
"1
7
8
"
E9-4130
BE9-4132
E1-1950
E2-0174
E2-0704PC
METAL PANEL SYSTEM BY ACD
A/V BARRIER BY OTHERS
FASTENER TO BE
DETERMINED BY
ENGINEERING
BE9-2703
D.L.O.2"
F.S.
O.D.
5
8
"
BE9-2703
SILL FLASHING
BELOW
4
1
2
"
SY
ST
EM
D
EP
TH
1
8
"
PC-1220
METAL PANEL SYSTEM BY ACD
A/V BARRIER BY OTHERS
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
R1
R1
AT ELEV.
N/A
F3
WW1
NOTE TO ARCHITECT/G.C.:
A/V BARRIER TO BE TIED IN
WITH CURTAIN WALL AIR SEAL
551
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 42
4
1
2
"
SYSTEM DEPTH
E9-1015
BE9-2579
BE9-2578
D.L.O
.2"
F.S
.
O.D
.
PM-1008SS
.312 WEEPS @
1
4
PTS
FASTENER TO BE
DETERMINED BY
ENGINEERING
7
16
"
3
8
"
AT ELEV.
TYP.
G1
SF1,SF2
AT ELEV.
N/A
G2
SF1,SF2
AT ELEV.
N/A
G3
SF1
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE HEAD CONDITION
FOR COORDINATION
4
1
2
"
SYSTEM DEPTH
11
16
"
10"
17
32
"
D.O
.
FASTENER NOT
BY EAP
THRESHOLD TO
BE SET IN CONTINUOUS
SEALANT BY OTHERS
AT ELEV.
N/A
G4
SF1
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE SILL CONDITION
FOR COORDINATION
E9-1038
BE9-2553
D.L.O
.2"
3
8
"
F.S
.
O.D
.
FASTENER TO BE
DETERMINED BY
ENGINEERING
4
1
2
"
SYSTEM DEPTH
1
3
4
" 2
21
32
"
R1
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE HEAD CONDITION
FOR COORDINATION
E1-0349
4
1
2
"
SYSTEM DEPTH
3
8
"
O.D
.
FASTENER TO BE
DETERMINED BY
ENGINEERING
R1
5
3
4
"
D.O
.
1
8
"7
1
2
"
3
4
"
D.F
.O
.
NOTE:
PLEASE PROVIDE DOOR
OPERATOR DETAILS TO
COORDINATE WITH
CURTAIN WALL.
SWING OPERATOR
BY OTHERS
CONCEALING CHANNEL
BY OTHERS
AS-0417
AS-0401
PC-1210
@ 12" O.C.
2"
F.S
.
601
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 43
4
1
2
"
SY
ST
EM
D
EP
TH
E9-1038
BE9-2553
D.L.O.2"
3
8
"
F.S.
O.D.
2"
BE9-2553
BE9-2552
D.L.O. D.L.O.
4
1
2
"
SY
ST
EM
D
EP
TH
O.D
.
F.S
.
O.D.
BE9-2567
BE9-2566
4
1
2
"
4
1
2
"
D.L.O.
F.S.
D.L.O
AT ELEV.
N/A
H1
SF1
AT ELEV.
TYP.
H2
SF1,SF2
NOTE TO ARCHITECT/G.C.:
PLEASE PROVIDE JAMB CONDITION
FOR COORDINATION
AT ELEV.
N/A
H3
SF1
AT ELEV.
N/A
H4
SF1,CW1,CW4
1
3
4
"
3
1
2
"3
9
16
"
17
32
"
17
32
"
1
8
"
AT ELEV.
N/A
H5
SF1,SF2
4
1
2
"
SY
ST
EM
D
EP
TH
E9-0415
BE9-2552
1
3
4
"
D.O.
3
1
2
"
17
32
"
2
21
32
"
AS-0401
PC-1210
@ 12" O.C.
2"D.L.O.
3
32
"
R14
1
2
"
SY
ST
EM
D
EP
TH
4
1
2
"
SYSTEM DEPTH
R1
651
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 44
1
1
2
"
14
1
4
"
ANCHOR "A2"
4" 4"
3"3/16"
3"3/16"
W18X35 STEEL BEAM
BY OTHERS
EDGE OF METAL
BEAM FLANGE
(BEYOND)
ANCHOR "A1"
4"
EDGE OF METAL
BEAM FLANGE
(BEYOND)
WINDLOAD WINDLOAD
3
8
" X 14
1
4
" THICK BENT STL.
PLATE, 4" LONG
MATERIAL SEPARATOR
BY EAP
1
2
"ØX4" GR.5 THRU BOLT
MATERIAL SEPARATOR
BY EAP
W18X35 STEEL BEAM
BY OTHERS
AT ELEV.
CW1,CW3,CW4
AT DETAIL
A2
AT ELEV.
CW3
AT DETAIL
A2
3
8
"X 14
1
4
"THICK BENT STL.
PLATE, 4" LONG
1
2
"ØX1
1
2
"" GR.5 BOLT
W/ RIVNUT
9
16
" X 1
1
2
" SLOT
3"
9
3
4
"
1
1
2
"
14
1
4
"
3"
9
3
4
"
9
16
" X 1
1
2
" SLOT
E9-1242
E9-3535
3"3/16"
3"3/16"
701
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 45
ANCHOR "A3"
AT ELEV.
CW1,CW2, CW3,CW4
AT DETAIL
B4,B8
WINDLOAD
3"3/16"
3"3/16"
3" 3/16"
3" 3/16"
W18X35 STEEL BEAM(WEB)
BY OTHERS
EDGE OF METAL
BEAM FLANGE
4"
4"
1
2
"ØX4 " GR.5
THRU-BOLT
MATERIAL SEPARATOR
BY EAP
9
16
" X 1
1
2
" SLOT
1
4
" X THICK STEEL PLATE. WELDED
TO TOP AND BOTTOM OF
3
8
" THICK
BENT STEEL PLATES
1
1
2
"
1
1
2
"
3"3/16"
3"3/16"
3"3/16"
3"3/16"
2
1
1
2
"
2
1
1
2
"
2
1
1
2
"
3
8
" X21
1
2
" THICK BENT STL.
PLATE, 4" LONG
1
1
2
"
702
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 46
ANCHOR "A4"
AT ELEV.
CW3,CW4
AT DETAIL
B4,B8
WINDLOAD
3"1/4"
3"1/4"
3" 1/4"
3" 1/4"
W18X35 STEEL BEAM(WEB)
BY OTHERS
EDGE OF METAL
BEAM FLANGE
4"
4"
1
2
"ØX4" GR.5
THRU-BOLT
MATERIAL SEPARATOR
BY EAP
3
8
" X21
1
2
" THICK BENT STL.
PLATE, 4" LONG
1
4
" X THICK STEEL PLATE. WELDED
TO TOP AND BOTTOM OF
3
8
" THICK
BENT STEEL PLATES
1
1
2
"
1
1
2
"
3"3/16"
3"3/16"
3"3/16"
3"3/16"
2
1
1
2
"
1
1
2
"
703
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 47
2
1
2
"
E1-1240
ANCHOR "A5"
AT ELEV.
CW1,CW3
AT DETAIL
A8,A12
E9-1242
3
4
"
4
3
16
"
3
7
32
"
6
7
16
"
2"
2
3
16
"
3
7
32
"
Ø
9
1
6
"
Ø
9
1
6
"
2
1
2
"
E1-1278
ANCHOR "A6"
AT ELEV.
CW1,CW3,CW4
AT DETAIL
A12
3
7
32
"
6
7
16
"
3
7
32
"
Ø
9
1
6
"
Ø
9
1
6"
6
7
32
"
3
4
"
3
4
"
1
7
8
" 1
7
8
"
5
8
"
5
8
"
2
1
2
"
E1-1240
ANCHOR "A7"
AT ELEV.
CW1
AT DETAIL
A19
E9-1242
3
4
"4
3
16
"
1
31
32
"
6
7
16
"
1
31
32
"
Ø
9
3
2
"
Ø
9
3
2
"
3
4
"
2
1
2
"
2
1
2
"
E1-1278
ANCHOR "A8"
AT ELEV.
CW1
AT DETAIL
A19
1
31
32
"
6
3
16
"
1
23
32
"
Ø
9
3
2"
Ø
9
3
2
"
6
7
32
"
3
4
"
3
4
"
1
7
8
" 1
7
8
"
1"
Ø
9
3
2"
Ø
9
3
2
"
2
1
2
"
2
1
2
"
E1-1278
ANCHOR "A9"
AT ELEV.
CW1
AT DETAIL
A19
2
1
32
"
6
7
16
"
1
29
32
"
Ø
9
3
2"
Ø
9
3
2
"
6
7
32
"
3
4
"
3
4
"
1
7
8
" 1
7
8
"
1"
Ø
9
3
2"
Ø
9
3
2
"
2
1
2
"
E9-3535
E9-3535
2
1
2
"
E1-1240
E9-1242
3
4
" 4
3
16
"
1
31
32
"
6
7
16
"
1
31
32
"
Ø
9
3
2 "
Ø9
3
2"
3
4
"
2
1
2
"
ANCHOR "A7.1"
AT ELEV.
CW1
AT DETAIL
A19
R1
2
1
2
"
E1-1240
ANCHOR "A5.1"
AT ELEV.
CW1,CW3
AT DETAIL
A8
E9-1242
3
4
"
4
3
16
"
3
7
32
"
6
7
16
"
2"
2
3
16
"
3
7
32
"
Ø
9 1
6"
Ø
9
1
6"
5
8
"
2
1
2
"
E1-1278
5
8
"
E9-1242
(MOD.)
2
7
8
"
6
11
32
"
3
3
16
"3
3
16
"
#10 FH
SCREW
ANCHOR "A10"
AT ELEV.
CW1,CW3
AT DETAIL
A8,A12
3
4
"
3
4
"6
7
32
"
7
3
4
"
R1
R1
R1
Ø
9 1
6"
Ø
9 1
6
"
704
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 48
ANCHOR "A11"
AT ELEV.
CW3,CW4
AT DETAIL
A8,A12
E1-1238
3
3
16
"
3
4
"
E9-1242
E9-1218
ANCHOR "A12"
AT ELEV.
CW1, CW4
AT DETAIL
A18
E9-3535
2
7
32
"
3
4
"
3
4
" 6
1
4
"
Ø
1
3
3
2
"
1
2
" Ø X 3" POWER WEDGE BOLTS W/ 3
1
2
"
MIN. EMBEDMENT 2
1
2
" MIN.EDGE
DISTANCE 2
1
2
" MIN.SPACING (1) PER
ANCHOR
ANCHOR "A13"
4"
3"3/16"
3"3/16"
EDGE OF METAL
BEAM FLANGE
WINDLOAD
3
8
" X 14
1
4
"THICK BENT STL.
PLATE, 4" LONG
MATERIAL SEPARATOR
BY EAP
W18X35 STEEL BEAM
BY OTHERS
AT ELEV.
CW1,CW4
AT DETAIL
A2
1
2
"ØX4" GR.5 BOLT W/
RIVNUT
9
16
" X 1
1
2
" SLOT
1
1
2
"
14
1
4
"
3"
9
3
4
"
ANCHOR "A14"
AT ELEV.
CW4
AT DETAIL
A8,A12
2
1
2
"
5
8
"
R1
2
1
2
"
E1-1240
E9-1242
3
4
"
4
3
16
"
3
7
32
"
6
7
16
"
2"
2
3
16
"
3
7
32
"
Ø
9 1
6"
Ø
9
1
6"
5
8
"
705
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
Page 49
1
1
2
"
14
1
4
"
ANCHOR "A16"
4" 4"
3"1/4"
3"1/4"
W18X35 STEEL BEAM
BY OTHERS
EDGE OF METAL
BEAM FLANGE
ANCHOR "A15"
4"
EDGE OF METAL
BEAM FLANGE
DEADLOAD DEADLOAD
3
8
" X 14
1
4
" THICK BENT STL.
PLATE, 4" LONG
MATERIAL SEPARATOR
BY EAP
1
2
"ØX4"" GR.5 THRU BOLT
MATERIAL SEPARATOR
BY EAP
W18X35 STEEL BEAM
BY OTHERS
AT ELEV.
CW1
AT DETAIL
A4,B2,B6
AT ELEV.
CW1
AT DETAIL
A4,B1,B5,B11
1
2
"ØX1
1
2
" GR.5 THRU
BOLT w/ RIVNUT
9
16
" Ø CLEAR HOLE
3"
9
3
4
"
1
1
2
"
14
1
4
"
3"
9
3
4
"
9
16
"Ø CLEAR HOLE
ANCHOR "A17"
4"
3"1/4"
3"1/4"
EDGE OF METAL
BEAM FLANGE
DEADLOAD
3
8
"X 14
1
4
"THICK BENT STL.
PLATE, 4" LONG
MATERIAL SEPARATOR
BY EAP
W18X35 STEEL BEAM
BY OTHERS
AT ELEV.
CW1
AT DETAIL
A4,B1,B5,B11
1
2
"ØX1
1
2
" GR.5 THRU
BOLT w/ RIVNUT
9
16
"Ø CLEAR HOLE
1
1
2
"
14
1
4
"
3"
9
3
4
"
E9-3535
OR
E9-1242
E9-1242 E9-1242
ANCHOR "A19" WINDLOAD
1
2
"ØX4" GR.5 THRU BOLT(2)
PER ANCHOR
MATERIAL SEPARATOR
BY EAP
3
8
" X THICK BENT STL.
PLATE, 6" LONG
(2)
9
16
" X 1
1
2
" SLOTS
E9-3535
OR
E9-1242
EMBED BY OTHERS
ANCHOR "A18" WINDLOAD
AT ELEV.
CW3,CW4
AT DETAIL
A27
E9-1242
MATERIAL SEPARATOR
BY EAP
3
8
" X THICK BENT STL.
PLATE, 6" LONG
EMBED BY OTHERS
1
2
"ØX1
1
2
" GR.5 THRU
BOLT w/ RIVNUT, (2)
PER ANCHOR
AT ELEV.
CW3,CW4
AT DETAIL
A27
1
1
2
"
5"
6
1
2
"
(2)
9
16
" X 1
1
2
" SLOTS
3
8
" X 14
1
4
" THICK BENT STL.
PLATE, 4" LONG
3"1/4"
3"1/4"
706
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
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Page 50
2
1
2
"
E1-1240
E9-1242
3
4
"4
3
16
"
1
31
32
"
6
7
16
"
1
31
32
"
Ø
9
3
2
"
Ø
9
3
2
"
1"
2
1
2
"
ANCHOR "A20"
AT ELEV.
CW1,CW2
AT DETAIL
A1
2
1
2
"
E1-1278
3
7
32
"
6
7
16
"
3
7
32
"
Ø
9
1
6
"
Ø
9
1
6"
6
7
32
"
3
4
"
3
4
"
1
7
8
" 1
7
8
"
5
8
"
2
1
2
"
E1-1278
1
31
32
"
6
7
16
"
1
31
32
"
Ø
9
3
2"
Ø
9
3
2
"
6
7
32
"
3
4
"
3
4
"
1
7
8
" 1
7
8
"
1"
Ø
9
3
2"
Ø
9
3
2
"
2
1
2
"
E9-3535
ANCHOR "A21"
AT ELEV.
CW1,CW2
AT DETAIL
A1
ANCHOR "A22"
AT ELEV.
CW1,CW2
AT DETAIL
A1
ANCHOR "A23"
AT ELEV.
CW1,CW2
AT DETAIL
A22
R1
E1-1238
3
3
16
"
3
4
"2
7
32
"
3
4
"
3
4
" 6
1
4
"
Ø
1
3
3
2
"
ANCHOR "A24"
AT ELEV.
CW1,CW2
AT DETAIL
A22
5
8
"2
1
2
"
3
3
16
"
3
4
"2
7
32
"
3
4
"
3
4
"6
1
4
"
Ø
1
3
3
2
"
2
1
2
"
E1-1278
1"
2
1
2
"
E1-1240
E9-1242
3
4
" 4
3
16
"
1
31
32
"
6
7
16
"
1
31
32
"
Ø
9
3
2 "
Ø9
3
2"
1"
2
1
2
"
ANCHOR "A25"
AT ELEV.
CW2
AT DETAIL
A1
2
1
2
"
E1-1240
3
4
"
4
3
16
"
3
7
32
"
6
7
16
"
2"
2
3
16
"
3
7
32
"
Ø
9 1
6"
Ø
9
1
6"
1"
AT ELEV.
CW2
AT DETAIL
A22
ANCHOR "A26"
707
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
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Page 51
ANCHOR "B6"
AT ELEV.
CW5
AT DETAIL
C4
E9-1214
ANCHOR "B2"
AT ELEV.
CW6,CW7
AT DETAIL
C1,C3
2
1
2
"
ANCHOR "B5"
AT ELEV.
CW6,CW7
AT DETAIL
C4
ANCHOR "B1"
AT ELEV.
CW5,CW6,CW7
AT DETAIL
C1,C3
ANCHOR "B8"
AT ELEV.
CW6,CW7
AT DETAIL
C4
ANCHOR "B4"
AT ELEV.
CW5,CW6,CW7
AT DETAIL
C1,C3
3
4
"6
7
8
"
3
4
" 6
1
4
"
3
4
"
E9-1214
E9-1218
ANCHOR "B7"
AT ELEV.
CW5,CW6
AT DETAIL
D1
ANCHOR "B3"
E9-1214
℄
N
O
T
U
S
E
D
1
2
" Ø X 3" POWER WEDGE
BOLTS W/ 3
1
2
" MIN. EMBEDMENT,
2
1
2
" MIN.EDGE DISTANCE
(1) PER ANCHOR
Ø
1
33
2
"
2
15
32
"2
15
32
"
℄
℄
2
15
32
"2
15
32
"
℄
1
2
"
E9-1214
2
1
2
"
1
7
8
" 1
7
8
"
Ø
1
3
3
2
"
Ø
1
3
3
2
"
E1-1209 E1-1231
E9-1214
2
1
2
"
3
4
"6
7
8
" 3
4
" 6
1
4
"
3
4
"
℄2
1
2
"1
1
8
"1
5
16
"
℄
℄
2
1
2
"1
1
8
"1
5
16
"
℄
1
2
"
E9-1214
4
1
16
"
1
7
8
" 1
7
8
"
E1-1209 E1-1231
Ø
9
3
2
"
Ø
9
3
2 "
Ø
93
2
"
Ø9
3
2"
Ø
9
3
2
"
Ø
93
2
"
2
1
2
"
3
4
" 6
7
8
"
℄
2
1
2
"1
1
8
"1
5
16
"
℄
1
2
"
E9-1214
4
1
16
"
E1-1209
Ø9
3
2
"
Ø
9
3
2
"
2
1
2
"
3
4
" 6
7
8
"
℄
Ø1
3
3
2 "
2
15
32
"2
15
32
"
1
2
"
E9-1214
1
9
16
"
E1-1209
2
1
2
"
Ø1
3
3
2 "
1
9
16
"
Ø
1
33
2
"
751
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
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Page 52
BE9-2721
E9-1702
1
7
16
"1
1
2
"1
1
16
"
3
4
"
3
4
"
3"
3
4
"
3
4
"
BE9-2703
℄℄℄℄3
4
" 2
1
2
"
3
4
"
℄ ℄
BE9-2703
3
4
"2
1
2
"
3
4
"
℄℄
4"
1
7
16
"1
1
2
"1
1
16
"
4"
1
7
16
"1
1
2
"1
1
16
"
4"
ANCHOR "C4"
AT ELEV.
WW1
AT DETAIL
E2,E4
ANCHOR "C6"
AT ELEV.
WW1
AT DETAIL
E2,E4
ANCHOR "C7"
AT ELEV.
WW1
AT DETAIL
E2,E4
(2)#12 DIA. GR. 5
TEK SCREWS
(2)#12 F.H. DIA.
GR. 5 TEK SCREWS
6"4" 4"
BE9-2721
E9-1702
9
16
"4
11
16
"
25
32
"
3
4
"
3
4
"
3"
3
4
"
3
4
"
℄℄℄℄
6"
ANCHOR "C2"
AT ELEV.
WW1
AT DETAIL
E2,E4
BE9-2721
E9-1702
3
4
"
3
4
" 2
1
2
"
℄℄
ANCHOR "C3"
AT ELEV.
WW1
AT DETAIL
E2,E4
9
16
"4
11
16
"
25
32
"
6"
ANCHOR "C1"
AT ELEV.
WW1
AT DETAIL
E2,E3
R1
℄
℄
#12 F.H. DIA.
GR. 5 TEK SCREWS
#12 DIA. GR. 5 TEK SCREWS
#12 F.H. DIA.
GR. 5 TEK SCREWS
#12 DIA. GR. 5 TEK SCREWS
(2)#12 DIA. GR. 5
TEK SCREWS
(2)#12 F.H. DIA.
GR. 5 TEK SCREWS
(2)#12 DIA. GR. 5
TEK SCREWS
(2)#12 F.H. DIA.
GR. 5 TEK SCREWS
1"
4"
6"
4"
℄
℄
BE9-2721
E9-1702
3
4
"
3
4
"2
1
2
"
℄ ℄
9
16
"4
11
16
"
25
32
"
6"
#12 F.H. DIA.
GR. 5 TEK SCREWS
#12 DIA. GR.
5 TEK SCREWS
4"
℄
℄
2" 1"
ANCHOR "C5"
AT ELEV.
WW1
AT DETAIL
E2,E4
25
32
"4
11
16
"
9
16
"
775
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
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Page 53
0.125" THICKNESS UNLESS OTHERWISE NOTED
BRAKE METAL SHAPES
.125" ALUM. BRAKE METAL
AT ELEV.= CW2,CW3
AT DETAIL =B9,B10,B15
BR-1
.125" ALUM. BRAKE METAL
AT ELEV.= CW2,CW3,CW7,CW8
AT DETAIL = B9,B10,B15,D7
BR-2
9"
9"
4
3
16
"
4
5
.
0
0
°
"
1
"
1
"
3"
9
0
.
0
0
°
"
801
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
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Page 54
STEEL ATTACHMENT DETAILS
R1
AT ELEV.=
CW1,CW2
N
O
T
U
S
E
D
R1
901
SHT:
GL
AZ
IN
G C
ON
TR
AC
TO
R:
EAP PROJECT#:
PR
OJE
CT
N
AM
E: T
EC
H V
AL
LE
Y H
IG
H S
CH
OO
L
13294
FIR
ST
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D01/31/14
SE
CO
ND
S
UB
MIS
SIO
N, E
NG
IN
EE
RIN
G IN
CLU
DE
D03/03/14
--
--
--
--
--
--
--
--
--
--
--
--
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