Plans (2) BUP2014- 00096
DATE LOG
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FEB 3 20
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2
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CM OF T*AFO
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1 9/4/14 SUBMTLI
2 12/3/14 REV I
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2 01 4
HENNEBERY EDDY ARCHITECTS , INC
921 SW WASHINGTON STREET, SUITE 250
PORTLAND OREGON 97205 0
PHONE : 503-227-4860
FAX: 503-227-4920
City of Tigard
r: Plans _
V&
EMERICK CONSTRUCTION CO
OFFICE COPY
EL%3 C T U
QEDPRop
lNe
CULVER GLASS 7 514P v
2619 NW INDUSTRIAL BLDG "B" SUITE #3
4� Lo
08 44
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PORTLAND OREGON 97210 1 RENEWALDATE:DAUB w 12-31-26151
E- cccli
PHONE : 503-226-2520 z
MD STRUCTURAL HAS PROVIDED 0
STRUCTURAL DESIGN CALCULATIONS FOR OZ4 wo c�
Lo
FAX: 503-226-0972 THE MULLIONS, AND THEIR ATTACHMENT TO ow
06 ci
zTHE BUILDING STRUCTURE. SHOP DRAWING w
SHEETS THAT SPECIFY STRUCTURAL Z >
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MULLIONS, AND THEIR ATTACHMENT TO THE F- cm" p
0
STRUCTURE HAVE BEEN REVIEWED FOR a as
THEIR CONFORMANCE WITH THE SHT*
STRUCTURAL CALCULATIONS AND THESE
SHEETS HAVE BEEN STAMPED. 1 .0
DATE LOG
� Z
INDEX: PRODUCT INFORMATION: GENERAL NOTES ABBREVIATIONS I GLASS SCHEDULE z W 0
1.0 COVER SHEET A) EXTERIOR FRAMING A.R. RCHITECTURAL REFERENCE No. TYPE
'Z.
1.1 INDEX GENERAL NOTES&SCHEDULES 1) ALL FRAMING VIEWED FROM EXTERIOR p T \
1) FRAMING:ARCADIA OPG T500 7"CW DP DIMENSION POINT v
1.2 PARTS LIST ARCADIA OPG T500 SPANDREL 1 1"OA SOLARBAN 601 STARPHIRE
ARCADIA T-200 VENTS D.L.O. DAY LIGHT OPENING 1/4"SB60#2 ANNL >
D.O. DOOR OPENING I--I
2.0 FLOOR PLAN 2) GLAZING CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS&ROUGH OPENINGS O.A.F. OVER ALL FRAME 1/2" AIR SPACE
3.0 ELEVATIONS
R.O. ROUGH OPENING 1/4" STARPHIREANNL 1 9/4/14 SUBMTL I 3.1 ELEVATIONS FINISH:TO MATCH ALUCOBOND COLOR-STATUARY BRONZE. 3) CULVER WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING T TEMPERED GLASS TEMPERED WHEN REQ. BY IBC 2 12/3/I4 REV 1
SP SPANDREL GLASS
GLASS: SEE SCHEDULE FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. W WIRE GLASS
4.0 DETAILS M MIRROR GLASS
4.1 DETAILS DOORS: SEE SCHEDULE 4 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION TO THE
4.2 DETAILS JOINT SEALANT: DOW CORNING BUILDING SEALANT- BLACK ) B.O.M. BOTTOM OF MULLION
4.3 DETAILS LOCATION OF HVAC RISERS, PIPING&ANY POSSIBLE INTERFERENCE WITH WINDOW T.O.M. TOP OF MULLION
ANCHORING SYSTEM. T.O.S. TOP OF STEEL
C.L. CENTER LINE
5) A BITUMINOUS PAINT/ZINC CHROMATE OR AN EQUAL SEPARATION MATERIAL B.O. BY OTHERS
IS REQUIRED WHEN ALUMINUM COMES IN CONTACT WITH STEEL OR ANY OTHER W.S. WINDLOAD CLIP WELDED TO STEEL
DISSMILAR METALS. D.S. DEADLOAD CLIP WELDED TO STEEL
T.S T-CLIP CONNECTING TO STEEL
6) ALL METAL TO METAL BUTT JOINTS, OVERLAPS AND INTERSECTIONS ARE TO BE T.C. T-CLIP CONNECTING TO CONCRETE m
SEALED WITH APPROPRIATE CAULKING T.M. T-CLIP CONNECTING TO METAL FRAMING T-CLIP CONNECTING TO WOOD FRAMING -
U s -
7) ALL PERIMETER FASTENERS INTO WOOD FRAMING ARE BASED ON A MINIMUM T.W. w Z
OF 3"WOOD MEMBER.
F.S. F-CLIP CONNECTING TO STEEL "s 3
F.C. F-CLIP CONNECTING TO CONCRETE -
Q
8) ALL PERIMETER FASTENERS INTO BRICK OR CMU ARE BASED UPON SOLID AND/OR F.M. F-CLIP CONNECTING TO METAL FRAMING
GROUT FILLED MASONARY UNITS. F.W. F-CLIP CONNECTING TO WOOD FRAMING
9) ALL DETAILS SHOWN WITH WORK FROM OTHER TRADES IS FOR REFERENCE ONLY. P.F. PERIMETER GLASS POCKET F-CLIP
S.T. ADDED STEEL
10) EACH GLASS LITE SHALL BE SUPPORTED BY TWO SETTING BLOCKS LOCATED AT 1/8 POINTS FROM ENDS OF SUPPORTING O.C. ON CENTER
OPP. OPPOSITE
MEMBER TYPICAL UNLESS NOTED OTHERWISE. S.P. SPLICE POINT
PNL PANEL O
TEMPERED GLASS REQUIREMENTS
CHAPTER
, n
CHA24 v L LI-i
SECTION LEGEND '
PARAGRAPHPH 6 6&7
6. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH w
ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE --- ------ ELEVATION NUMBER ~J
BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE F---�
WALKING SURFACE. -- ------ SHEET NUMBER
EXCEPTIONS:
1. PANELS WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER
BETWEEN THE DOOR AND GLAZING. KEY PLAN ELEVATION BUBBLE
2.WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR
LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH 2406.4, ITEM 7. w
3. GLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSEDDETAIL NUMBER
POSITION, OTHER THAN THE WALL TOWARDS WHICH THE DOOR SWINGS WHEN OPENED, I
IN ONE-AND TWO-FAMILY DWELLINGS OR WITHIN DWELLING UNITS IN GROUP R-2. --- ------ SHEET NUMBER
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN IN THOSE DETAIL BUBBLE
LOCATIONS DESCRIBED IN PRECEDING ITEM 6,WHICH MEETS ALL OF THE FOLLOWING r , w
CONDITIONS: W
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET;
7.2 EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR; ,^
7.3 EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR;AND v L
7.4 ONE OR MORE WALKING SURFACE(S)WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING n
EXCEPTION: SAFETY GLAZING FOR ITEM 7 IS NOT REQUIRED FOR THE FOLLOWING
INSTALLATIONS:
1.A PROTECTIVE BAR 11/2 INCHES OR MORE IN HEIGHT, CAPABLE OF WITHSTANDING A
HORIZONTAL LOAD OF 50 LB/FT WITHOUT CONTACTING THE GLASS, IS INSTALLED ON
THE ACCESSIBLE SIDES OF THE GLAZING 34 INCHES TO 38 INCHES ABOVE. V l
2.THE OUTBOARD PANE IN INSULATING GLASS UNITS OR MULTIPLE GLAZING WHERE
THE BOTTOM EXPOSED EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE ANY GRADE,
ROOF, WALKING SURFACE OR OTHER HORIZONTAL OR SLOPED (WITHIN 45 DEGREES OF
HORIZONTAL)SURFACE ADJACENT TO THE GLASS EXTERIOR.
/O
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DOOR SCHEDULE
DOOR: # 130B DOOR: # 131A
ELEVATION:A/3.0 ELEVATION: E/3.1
HDWR GRP # HDWR GRP #
ELECTRIFIED HINGE
VAN DUPRIN PANIC HARDWARE ;'
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TYPE: MEDIUM STILE TYPE: MEDIUM STILE �" �; ¢ LA
MANF: ARCADIA MANF: ARCADIA
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1 . 1
DATE LOG
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1 9/4/14 SUBMTL I
2 12/3/14 REV 1
6
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- - - - - - DATE LOG
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00 114 1/2 RO VIF z
10 115 RO VIF
m
zz
114 OAF
> Q
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114 OAF 1 9/4/14 sUBMTL t
HORIZONTAL TO BE ONE PIECE. SHEAR 2 12/3/14 REV 1
BLOCK VERTICALS TO HORIZONTAL.
109 DLO PROVIDE GLASS SETTING BLOCKS AT 48 5/8 DLO 58 3/8 DLO
EACH VERTICAL MULLION.
qo 5A4.0 4 4.1
291/4 291/4 341/4 2- r
V V d £
DLO DLO OAF z a
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4.1 Fill
4.0 o
[±42]
ALLIGN MULLION I SQUARE PROFILE I SQUARE PROFILE
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7 g 501/2 1191/2 1201/2 POSTS OTHERS OTHERS 1201/2 0
4.2 4.2 DLO OAF RO RO
VIF I VIF w
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4.3
LIN : DLO
301/4
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O 1PPG SB60/STAR HBYSTEEL POSTS
LOAIRE BRONZE ISPPORTED r T 1
ARCADIA T-500 6" CW 1 THUS DESIGNED BY THE EOR. I�
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ARCADIA T-200 VENT
ALUCOBOND-STATUARY BRONZE Q
DOOR #130B Z
1 THUS
V J
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AT ALL 117-3/4"x31-1/2" GLASS PANES,
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VERTICAL MULLIONS.
451 1/8 OAF
Ave
85 3/8 DLO 117 13/16 DLO 117 13/16 DLO 117 13/16 DLO
2
4.0 I I 6 I 291/4 341/4
5 I I I DLO OAF
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OPP. 4.0
SQUARE PROFILE I SQUARE PROFILE I SQUARE PROFILE I SQUARE PROFILE I 1201/2 (�\3 0 T iR
METAL PANEL BY METAL PANEL BY METAL PANEL BY METAL PANEL BY I VIOF ��ED PROFFS 9�
OTHERS I OTHERS I OTHERS I OTHERS 703/4 SG I N Fc��ro
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4.1 4.2 4.2 4.2 4 2 I RENEWAL DATE: 12-31-2015
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MD STRUCTURAL HAS PROVIDED < m O cc
_ — — — — — STRUCTURAL DESIGN CALCULATIONS FOR E 3 cj z
THE MULLIONS, AND THEIR ATTACHMENT z " �
TO THE BUILDING STRUCTURE. THIS STAMP Sal
OC ARCADIA T-500 SPANDREL CW NOTE: THIS SYSTEM IS A CERTIFIES THAT THIS SHOP DRAWING HAS a E " w E– °
1" PPG SB60/STARPHIRE SKIN SYSTEM SUPPORTED BEEN REVIEWED FOR CONFORMANCE WITH
ALUCOBOND-STATUARY BRONZE BY STEEL POSTS THE DESIGN CALCULATIONS PROVIDED IND - 0
1 THUS DESIGNED BY THE EOR. MD STRUCTURAL ENGINEERING JOB #1196.
--
DATE LOG
w
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1 9/4/14 SUBMTL 1
2 12/3/14 REV 1
w
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0
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144 RO VIF w
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144 1/8 OAF �+ j
00 175 1/4 OAF VIF ANCHOR WITH HEAD ANCHOR WITH HEAD
HORIZONTAL WITH HORIZONTAL WITH
(2) CHANNEL CLIPS. (2) CHANNEL CLIPS.
263/4 261/2 26 1/2 211/2 26 1/2 22 11/16 29 DLO 30 15/16 30 15/16 38 DLO
DLO DLO DLO DLO DLO DLO SEE DETAIL 8/4.4. SEE DETAIL 8/4.4. T F.�
DLO DLO v
W
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2 10 5A I 4 4 �4A M4O
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4.2 4.1 I I 4.1 5
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ARCADIA T-500 2-1/2 SPANDREL O 1" PPG SB60/STARPHIRE
1" PPG SB60/STARPHIRE ALUCOBOND-STATUARY BRONZE
ALUCOBOND-STATUARY BRONZE DOOR # 131A
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RENEWAL DATE: 12-31-2015 Q Q Z
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1 THUS n z
TO THE BUILDING STRUCTURE. THIS STAMP z m
CERTIFIES THAT THIS SHOP DRAWING HAS [~ oho F- a
BEEN REVIEWED FOR CONFORMANCE WITH
THE DESIGN CALCULATIONS PROVIDED IN s11T#
MD STRUCTURAL ENGINEERING JOB #1196. 3 . 1
DATE LOG
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0
11/2 17/16 Q
1 1/2 7/16 1 9/4/14 SUBMTL 1
2 12/3/14 REV 1
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RENEWAL DATE: 12-31-2015 '
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STRUCTURAL DESIGN CALCULATIONS FOR p
THE MULLIONS, AND THEIR ATTACHMENT E" 0,6
TO THE BUILDING STRUCTURE. THIS STAMP z Li. d
CERTIFIES THAT THIS SHOP DRAWING HASo rn U 0
BEEN REVIEWED FOR CONFORMANCE WITH a F'
THE DESIGN CALCULATIONS PROVIDED IN S1{T*
MD STRUCTURAL ENGINEERING JOB #1196.
4 . 0
DATE LOG
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W
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1 9/4/14 SUBMTL 1
2 12/3/14 REV I
8 AR: 8/A804
4.1
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REACTION OF 80 LB/FT. HD ANCHORS EMBEDDED 3" HD ANCHORS EMBEDDED 3" Q
MINIMUM. SPECIAL MINIMUM. SPECIAL
INSPECTION REQUIRED PER INSPECTION REQUIRED PER
ESR-2713. (1)-ANCHOR IN "U" ESR-2713. (1)-ANCHOR IN "U"
¢ CLIP REQUIRED AT JAMB CLIP REQUIRED AT JAMB
MULLIONS. MULLIONS. .
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d THE MULLIONS, AND THEIR ATTACHMENT 1-1/2" SQ TUBE w/ L1/8"2"x1", I 4.1 STRAP WITH (3) #12 E C 3 p z
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0� THE BUILDING STRUCTURE. THIS STAMP n d u
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° d °y 9ti p0 CERTIFIES THAT THIS SHOP DRAWING HAS O 1000"
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a .d 9E(� DAUB NO�� j/� BEEN REVIEWED FOR CONFORMANCE WITH (1)-#12 TO HORIZONTAL. HORIZONTAL TO INSTALL. d F
THE DESIGN CALCULATIONS PROVIDED IN SHT'
RENEWAL DATE: 12-31-2015 MD STRUCTURAL ENGINEERING JOB #1196.
4 . 1
DATE LOG
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MD STRUCTURAL HAS PROVIDED ¢ W m
STRUCTURAL DESIGN CALCULATIONS FOR m O 2
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TO THE BUILDING STRUCTURE. THIS STAMP z5. u
CERTIFIES THAT THIS SHOP DRAWING HAS 1070,
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BEEN REVIEWED FOR CONFORMANCE WITH °
THE DESIGN CALCULATIONS PROVIDED IN SHT*
MD STRUCTURAL ENGINEERING JOB #1196. 4 .2
- - — -
DATE LOG
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1 9/4/14 SUBMTL I
2 12/3/14 REV l
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RENEWAL DATE: 12-31-2015 Q ¢ Z
E , x O
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MD STRUCTURAL HAS PROVIDED ¢ m
STRUCTURAL DESIGN CALCULATIONS FOR m O
THE MULLIONS, AND THEIR ATTACHMENT M L"
TO THE BUILDING STRUCTURE. THIS STAMP , m
CERTIFIES THAT THIS SHOP DRAWING HAS a � F- i
BEEN REVIEWED FOR CONFORMANCE WITH
THE DESIGN CALCULATIONS PROVIDED INsHTx
MD STRUCTURAL ENGINEERING JOB #1196. 4 . 3
DATE LG
oeLlm
z w O
a
Q
1 9/4/14 SUBMTL 1
2 12/3/14 REV 1
(1)-1/2" HOLE FOR 3/8"
ANCHOR.
1 "U" CLIP ANCHORED w/ (1 )-3/8" TITEN HD
U
a.a AT CONCRETE FOUNDATION
b ¢ �
10
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21/2 21/2 2 3
0
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(2)-1/2" HOLES FOR 3/8" (2)-1/2" HOLES FOR T ►.�
ANCHORS. 3/8" ANCHORS. v w
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2 "T" CLIP ANCHORED w/ (2)-3/8" TITEN HD 3 "F" CLIP ANCHORED w/ (2)-3/8" TITEN HD
4.4 AT CONCRETE FOUNDATION 4.4 AT CONCRETE FOUNDATION w
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21/2 2 1/2 1 3/4 4 JAMB MULLION 2 1 " 1 5 116 1 5 1 * F20VIDE (4)-HOLES AS SHOWN
FOR( SIMPSON SDS WOOD ' \
SCREWS.
4 77/7- 77777 777— EQUAL
0
0 0 0 0 0
4,
EQUAL
1/4"
(2)-#12 SELF TAPPING (2)-#12 SELF TAPPING
SCREWS TYP. SCREWS.
4 "T" CLIP ANCHORED w/ (2)-#12 SCREWS 5 "F" CLIP ANCHORED w/ (2)-#12 SCREWS ANCHOR(CENTERINS OTSASSHOWN) (SEE BELOW)TYSPORCHANNELLEGS
TYPICAL ADJACENT TO EACH JAMB MULLION
a.a AT STEEL PLATE 4.4 AT STEEL PLATE
PLAN VIEW (4}1/4"x3"SIMPSON SDS WOOD SCREWS.
WOOD FRAMING
1 5 1 5 1 5 3/16"ALUM.CHANNEL
16 16 16 2"WIDE X 2"VERT. LEGS X 0'-6-
LONG
21/2 21/2 1 3/4 4 / - -
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O O o O � (i� C T NR
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1 1/2 1 1/2 2
HEAD EXTRUSION-CUT TOP � G I N FFA foy
WALL(SMOOTH EDGES, NOTCH 72 14P ^,
Q O I FREE)
TO FORM SLOT FOR CHANNEL F,
VARIES, 7/16" MIN ANCHOR AS SHOWN
ALLOW CLEARANCE FOR SHEAR BLOCK _)
N
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(4)-1/4"x3" SIMPSON SDSELEVATION VIEW
(4)-1/4"x3" SIMPSON SDS RENEWAL DATE: 12 31 2015 Q ¢ z
WOOD SCREWS. WOOD SCREWS. x O
s "T" CLIP ANCHORED w/ (4)-SDS SCREWS 8 AR: NONE HEAD ANCHOR DETAIL z "
O 7 F CLIP ANCHORED w/ (4)-SDS SCREWS 4.4 MD STRUCTURAL HAS PROVIDED ¢ �
STRUCTURAL DESIGN CALCULATIONS FOR 00
4.4 AT WOOD FRAMING 4.4 AT WOOD FRAMING THE MULLIONS, AND THEIR ATTACHMENT z L" C F
TO THE BUILDING STRUCTURE. THIS STAMP
cn
CERTIFIES THAT THIS SHOP DRAWING HAS 0 [~ F- c
0.
BEEN REVIEWED FOR CONFORMANCE WITH
THE DESIGN CALCULATIONS PROVIDED IN s11T=
MD STRUCTURAL ENGINEERING JOB #1196. 4 . 4