Plans (7) BUP2014 - 00296
NOTE : ( 1 )
PERMIT (2) SET
OF PLANS
CURRENT SF BREAKDOWN LEVEL 1 (WITHIN TOTAL AREA NEW STORE
STORE AREA) GENERAL NOTES:
WALL AND CEILING FINISHES TO MEET CLASS B REQUIREMENTS (FLAME SPREAD 26-75; SMOKE-DEVELOPED
SALES AREA: 2,650 2,650 0-450) FOR EXIT ENCLOSURES AND EXIT PASSAGEWAYS, AND CLASS C (FLAME SPREAD 76-200;
(INCLUDES SALES AREA, CASHWRAP, DISPLAY, ADJ CLOSETS SMOKE-DEVELOPED 0-450) FOR CORRIDORS, ROOMS, AND ENCLOSED SPACES ® A � I�
AS WELL AS STAIRS AND ENTRY VESTIBULES)
FITTING ROOM AREA: 779 77g INTERIOR FLOOR FINISHES SHALL BE CLASS I OR II PER NEPA 253 EXCEPT FOR FINISHES AND COVERINGS OF A T H L E TA
(INCLUDES FITTING ROOM AREAS, ASSOCIATED CORRIDOR, TRADITIONAL TYPE, SUCH AS WOOD, VINYL, UNOLEUM OR TERRAZO, AND RESILIENT FLOOR COVERING MATERIALS
ALCOVES, AND ADJOINING CLOSETS) THAT ARE NOT COMPRISED OF FIBERS. 9585 S W WASHINGTON SQUARE R D . SPACE H - 10 JAN 2 9 2015
ATTACHED STOCK/PROCESSING AREA: 875 875 WOOD PLANK FLOORING GAP INCA �1TYOFTIGggD
(INCLUDES STOCK AND/OR STAGING AREAS, MANAGERS MUSKOKA HARDWOOD FLOORING.; ASTM E-85 TWENTY-FIVE FOOT TUNNEL FURNACE TEST METHOD: FLAME CORPORATE
PORTLAND , OREGON 97223 AR �1) pl�'S'O�
OFFICE, EMPLOYEE AREA, TOILET ROOMS, SPREAD INDEX: 100; SMOKE DEVELOPED INDEX: 100; CLASS C (CLASS III) 1 HARRISON STREET
CONVEYOR/DUMBWAITER, EXIT CORRIDORS AND ADJACENT SAN FRANCISCO, CA 94105
MEP/CASH/LP/TRAINING ROOMS) GYPSUM BOARD LANDLORD: STRUCTURAL ENGINEER: BUILDING DEPARTMENT: SHEET
REMOTE STOCK/PROCESSING AREA: 0 0 . WIREVISIONS 4642
USG GYP. BD. METAL STUDS AS SPECIFIED; ASTM E-84 UNDER THE MILL-BURTON ACT. FLAME SPREAD SHEET TITLE
STORE NO.:MACERICH McCOMAS ENGINEERING, INC. CITY OF TIGARD N0.
(STOCK AREAS IN OTHER AREAS OF CENTER, SEPARATE RATE OF 15, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0 401 WILSHIRE BLVD, SUITE 700 1717 EAST 1167H ST, SUITE 200 13125 SW HALL BLVD. t x x x x x
FROM THE STORE) PAINT FINISH SANTA MONICA, CA 90401 CONTACT: SABER ATMAR TIGARD, OR 97223 ARCHITECTURAL: STORE NAME:
CONTACT:ERIC FONG TEL: 317-580-0402 CONTACT:MARK VAN DOMELEN
OTHER IMPROVED: 0 0 INTERIOR PAINT - ASTM E-84 UNDER THE MILL-BURTON ACT. FLAME SPREAD RATING OF 15, FUEL TEL:310-394-6000 EMAIL:satmar6Yriccomoseng.com TEL•503-718-2448 GO-0 PROJECT INFORMATION Q WASHINGTON SQUARE
CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0 EMAIL:eric.fong@macerich.com EMAIL:markv®tigard-or.gov GO-1 ACCESSIMLITYCOMPLIANCE
(INCLUDES EXCESSIVE EXIT CORRIDORS, EXCESSIVE MEP/
PHONE RMS) I PLASTIC LAMINATE TENANT: MECHANICAL & PLUMBING ENGINEER: FIRE DEPARTMENT: GO-2 RESPONSIBILITY MATRIX / FINISH LEGEND STORE LOCATION:
ASTM E-84 WITH A FLAME SPREAD RATING OF 100 AND SMOKE RATING OF 35. GAP INC. WCW ENGINEERS TUALATIN VALLEY FIRE & RESCUE GD-21 RESPONSIBILITY MATRIX, ROOM FINISH SCHEDULE & ABB. WASHINGTON SQUARE
TOTAL IMPROVED AREA: 4,304 4,304 1 HARRISON ST 760 CREEL DRIVE 11945 SW 70TH AVE.
MEDIUM DENSITY FIBERBOARD MDF SAN FRANCISCO, CA 94105 WOOD DALE, IL 60191 TIGARD, OR 97223 ca-22 WALL TYPE DETAILS & DESCRIPTIONS 9585 SW WASHINGTON SQUARE RD+
TOTAL LEASEABLE SQUARE FOOTAGE: 4,304 4,304 CONSTRUCTION PROJECT MANAGER CONTACT: SUNG KWON TEL:503-649-8577 GO-23 TYPICAL WALL sEcnaN DETAILS PORTLAND, OREGON 97223
SIERRA PINE; FORMALDEHYDE-FREE WOOD-BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM D CONTACT: GREG MORRISON TEL: 630-595-8800 AO-1 DooR HARDWARE sCHmuLE & LEGEND SPACE H-10
SQUARE OCCUPANT LOAD NUMBER OF REQ'D EGRESS 2037-87-25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM E-84. CONTACT.
GR 2787 EMAIL:sung.kwon®wcwengineers.com /
OCCUPANT LOADS FOOTAGE FACTOR OCCUPANTS WIDTH EMAIL:greg-morrison®gap.com AG-1.1 HEAD, JAMB & THRESHOLD DETAILS
WHEATBOARD SHELVING
(0.2) TOTAL EXITS REQUIRED: 2 WHEATBOARD - PRESSBOARD PRODUCT, UREA FORMALDEHYDE FREE FLAMESPREAD INDEX 95 ARCHITECT: ELECTRICAL ENGINEER: a1-0 DEMOLITION PLANS
RETAIL - GROUND 3,116 SF 30 104 20.8" VINYL BASE CHIPMAN DESIGN ARCHITECTURE DICKERSON ENGINEERING Al-1 DEMOUTION ELEVATION & BARRICADE DETAILS PROD. I.D.: 0000052034
2700 S. RIVER ROAD 8101 N. MILWAUKEE AVE. A2-0 FLOOR PLAN
RETAIL - MEZZ 0 SF 30 0 0 ASTM F1861-98, TYPE TS, GROUP 1, STYLES A & B - FEDERAL SPEC. SS-W-40A TYPE 1, STYLES A & B DES PLAINES, IL 60018 NILES, IL 60714 A3 0 REFLECTED CEILING PLAN PROTOTYPE DATE: 07/23/14
TOTAL EXITS PROVIDED: 2 ASTM E84 >CLASS B RATING WITH SMOKE DENSITY OF 150-200 CONTACT: NICK RIEDEL CONTACT: PHIL RIEWERTS
STOCK/STORAGE 750 SF 300 3 .6" EGRESS WIDTH PROVIDED: 108" TEL: 847-298-6900 TEL: 847-966-0290 A4-0 STOREFRONT ELEVATION AND ENLARGED STOREFRONT PLANS PROTOTYPE VERSION 4.0
FIBERGLASS REINFORCED PLASTIC EMAILnriedelOchipman-design.com EMAIL: phil.riewerts®dei-pe.com A4-1 ENLARGED STOREFRONT SECTIONS & DETAILS
(72" + 36") MARUTE - ASTM E-34 CLASS IIIC FLAME SPREAD <200 SMOKE GENERATION <450;
OFFICE 0 SF 100 0 0 A4-2 ENLARGED STOREFRONT PLANS & DETAILS
TOTAL NUMBER OF OCCUPANTS107 FITTING ROOM CURTAIN
REQUIRED CURTAINS PASS THE TEXTILE STANDARD CS191-53 A4-3 ENLARGED RECESSED ENTRY PLAN & DETAILS A5-o BUILDING sEcngls REVISION 1 - 01/22/15
BEADBOARD PROJECT TEAM 5 ,
SQUARE FOOTAGE / OCCUPANT LOADS 10 PVC: ASTM E 84 FLAME SPREAD: LESS THAN 25. A TH LE TA 1 AB-O PARTITION & MISC. DETAILS
CONCRETE SEALER A -
ENLARGED PLAN REF 0 VOC CONTENTS
SPACE A6-1.1 SUSPENDED CEILING - SEISMIC SUPPORT
' Q REVISION SYMBOL A6-2 ENLARGED FITTING ROOM PLAN & DETAILS
SHEET NUMBER EXTERIOR TREATED WOOD COMPOSITE PANEL EXTIRA swDenneylia ]+°
'a -
ASTM D1037-99; STANDARD ARE TEST FLAME SPREAD 120, SMOKE DEVELOPED 95; CLASS C OR III FIRE RATING swcmroms a A6-21 PROCESSING AREA DETAILS, ELEVATIONS AND FITTING ROOM WALL DETAILS sw"raheLn A6-21A GRAPHIC WALL ELEVATIONS & DETAILS
PARTITION
REFERENCE }) "4 Garde+ A6-22 ENLARGED DIVIDER WALL PLAN, DETAILS & ELEVATIONS
SECTION/ECFV. REF SEE G02-2 MATERIAL FLAME SPREAD RATINGS 8 i
�i ;,- d � � Home-Whi- AB-23 ENLARGED FIXTURE LAYOUT
A6-24 FIXTURE ANCHORAGE DETAILS
SHEET NUMBER CODE INFORMATION �> SwAans+ ee A6-3 TOILET ROOM PLANS & DETAILS _
DOOR REFERENCE ® 2014 - OREGON STRUCTURAL SPECIALTY CODE zn zIo <?'.'I' a' Gon opt ` A6-4 ENLARGED BOH AREA PLAN & ELEVATIONS
xm� Q t nem co ase sn $
® 2014 - OREGON MECHANICAL SPECIALTY CODE § A6-4.1 BOB AREA ELEVATION & DETAILS
_ DETAIL REFERENCE ® 2011 - OREGON PLUMBING SPECIALTY CODE y � A a6-4.2 BOH AREA ELEVATION & DETAILS
KEYNOTEA6-5 BOH AREA DETAILS
SHEET NUMBER REFERENCE ® 2011 - OREGON ELECTRICAL SPECIALTY CODE aremWsak r ! y,
Vrertarcrex A7-0 CASH WRAP & MISC. DETAILS
® 2003 - ICC/ANSI A117.1 y ? 9585 SWWashirgten r A7-1 MISC. DETAILS
2014 - OREGON FIRE CODE Zx+o Squ@rcRd �' _ CONSULTANT INFO:
_ COLUMN UNE Sw Co d5t a+; MECHANICAL I PLUMBING
NOT IN SCOPE OF WORK a c r � a
2014 - OREGON ENERGY EFFICIENCY SPECIALTY CODES sY+LocusrstE Metzge MDI-0 MECHANICAL DEMOLITION FLOOR PLAN
BUILDING DESCRIPTION SCOPE OF WORK YES NO WIT ='° mT SwOaks+ j• SW 0m
MI-0 MECHANICAL FLOOR PLAN
FINISH/ITEM REFERENCE` DIMENSION STOREFRONT RENOVATION ® ❑ sw: M4-o MECHANICAL SCHEDULES
M4-1 MECHANICAL LOAD CALCULATIONS
NUMBER OF FLOORS IN BUILDING - 1 swsv a;' `
INTERIOR BUILD OUT ® ❑ M5-0 MECHANICAL DETAILS
FLOORS OF PROPOSED RENOVATION - 1 ENERGY CALCULATION ATTACHED ® ❑
swNwu Dak°tast swNwmDaAoust t y I r P1-O PLUMBING PLANS, SCHEDULES & RISERS
THE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODELING /BUILD-OUT TOILET FACILITIES PROVIDED/EXISTING ® ❑ 1 �� � swRtatr°si
EXISTING USE / OCCUPANCY - MERCHANTILE N iTterlaiteCrtrPakJ PS-0 PLUMBING DETAILS
OF A MERCANTILE/ INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT HAS NOT FIRE SYSTEM MODIFICATIONS r'`
INSPECTED THE CONDITIONS OR THE INTEGRITY OF THE EXISTING SHELL BUILDING AND SHALL NOT ASSUME REMODEL - YES STROBES ® ❑ s>vv p.P IR A' ]t* Ft-0 FIRE SPRINKLER PLAN
RESPONSIBILITY OR LIABILITY FOR SAME. THE RESPONSIBILITY AND LIABIUTY FOR THE EXISTING SHELL BUILDING r'nykseaNanNe°
ALARMS a PROFESSIONAL STAMP:
CONDITIONS AND INTEGRITY, AND FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL APPLICABLE LOCAL ® ❑ T' = # ELECTRICAL
CONSTRUCTION TYPE: II-N, FULLY SPRINKLERED
CODES AND ENVIRONMENTAL REQUIREMENTS, IS SOLELY THAT OF OTHERS, AND NOT THAT OF THE ARCHITECT. THE SPRINKLERS ® ❑ � � ��:.r ,,'? � sr. �{.�"
ARCHITECTS SCOPE OF WORK IS STRICTLY LIMITED SOLELY TO THE INTERIOR BUILD-OUT OF AN EXISTING INTERIOR AUTOMATIC SPRINKLER SYSTEM ® YES ❑ NO m __ ~�x'T1�:a d . Et-D POWER PLAND ARC
SPACE LOCATED WITHIN AN EXISTING SHELL BUILDING. E1-OA POWER PLAN - HVAC �`S� �j,
E1-1 LIGHTING PLAN C~JOHN A.C!!lPAtAN �
DRAWING SYMBOLS & NOTES 9 CODE REFERENCE NOTES 7 VICINITY MAP 4 E5-0 EAS DETAILS n
No.3653
E6-0 CASHWRAP DETAILS INUNE 3T •
ATHLETA E9-0 POWER RISER AND SCHEDULES DES PLAIN$$,IL
SPACE# H-1 0 E9-1 PANEL SCHEDULES
DETAILS
CONTROL
FLOOR E9-4 LIGHTING FIXTUREDETA
ICs ��s
ER. TRAVE DISTANCE = 68'-1' E9-5 ELECTRICAL DETAILS
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f " TRAVEL DISTANCE = 106'-2' a I TO p '�I
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I + — — 4— — —>- — —>- — — — — — — �— 3 E —� — — — J t I MALL I HEREBY CERTIFY THAT THESE PIANS HAVE BEEN PREPARED
_ tea SlOrC �i IN MY OFFICE AND UNDER MY SUPERVISION AND TRATTO THE
— — - ti wbb"wa o I - BEST OF MY KNOWLEDGE THE SAME COMPLYWITH ALL LAWS,
TRAVEL DISTANCE = 38-3 d w
r
� � + + FOR SPECIFICATIONS SEE PROJECT MANUAL & INST VERSIONRULES,REGULATIONS AND ORDINANCES OFPORTLAND,OR
1n°� ` fs raa oiwa ° ' .. WORK TO BE SUBMITTED UNDER SEPARATE PERMIT: RELATING
^ 4 RELATING TO STRUCTURES AND BUILDINGS.
ATION GUIDE
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,; a` EXTERIOR SIGNAGE ISSUE TYPE:
-- - - - e� FIRE SPRINKLER
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romble 6 Fitch c,The Ouch Store REVISION
BID ISSUE 1/9/15
WashiogtonSquare Mail �'„ FIRE ALARM
SNoe MJt OFFICE COPY DRAWN BY: NR/BE
See's Canines; '
c'acolate$hops'°®' DRAWING INDEX 2 A&E JOB NO.: 14-7269
SYMBOL DESCRIPTION
3
SHEET TITLE:
PATH OF TRAVEL - MINIMUM 32" WIDE, MAX. 44" WIDE ADD./REV. # DESCRIPTION OF CHANGES PROJECT INFORMATION
TOT 4) EXIT SIGNS
® EGRESS WIDTH IN INCHES 0 XXXX (I.E. PERMIT COMMENTS, DESIGN UPDATES, ETC.)
Q TACTILE "EXIT" SIGN MOUNTED 60" A.F.F., ADJACENT TO STRIKE SIDE OF DOOR N XXXX
XXXX
- E.R. TACTILE "EXIT" SIGN MOUNTED 60" A.F.F., ADJACENT TO STRIKE SIDE OF REAR DOOR 0 XXXX SHEET NUMBER:
FE FIRE EXTINGUISHER
5 XXXX GO - 0
EGRESS PLAN / EGRESS SYMBOLS SCALE:3/32' = 1'-0" 6 KEY PLAN 3 ADDENDUM /REVISION DESCRIPTION 1
NEW STORE
NOTES: DOUBLE STUD 0 SIDES
OF OPENINGS
1. SEE WALL TYPES FOR TYPICAL V.I.F.
WALL FRAMING FOR GAUGE OF 8.0. E STRUCTURE RU ® �
STUDS, VERIFY LENGTH, HEIGHT, 20 GAUGE CONT. TRACK TO
LOCATION OF BLOCKING PLATE, (E) STRUCTURE ABOVE
MATCH WALL STUD WIDTH N �
AND NUMBER. CONT FIRE SEALANT EA SIDE i C
LINE OF COILINGCONT
SEALANT ONLY AT RATED WALLS - DOWHERE OCCURS Y o- z JAN 2 7 2015
o
2. REQ'D WITH ACCESSORY NOT SHOW SEALANT FOR NON RATED WALLS a a L F -
MANUFACTURERS. USE #12 SELF � < 0 J GAP INCCITVOFTIGAkI)
TAPPING SHEET METAL SCREWS 1 LAYER TYPE "X" GYP. BD.
0 z
WHEN ATTACHING ITEMS TO (1) #10-16 SCREW PER FASTEN SND TO RUNNER W/ CORPORATTBjjf (1IIIFWISIO)
�o � o
BLOCKING PLATE. BLOCKING PLATE STUD FLANGE, TYP. / 1 HARRISON STREET
(1) #10-16 SCREW PER FLANGE 1 SAN FRANCISCO, CA 94105
12'-0" A.F.F.
3. WALL STUD FLANGES ARE STOP FINISH AT STORE NO.: /) /j
CONTINUOUS AT BLOCKING PLATE. 1/2" DEFLECTION SPACE (DO NOT FASTEN B.O.H. `t `T
RUNNER, STUDS, OR GYP. BD. TO COMP. TRACK) ---
gA3 STUD 0.157 DIA. HILT] FASTENER 20 GAUGE CONT TRACK TO STORE NAME:
B. FRAMING ELEVATION - MIN. DOUBLE STUD 0 SIDES T 16" O.C. MATCH WALL STUD WIDTH c WASHINGTON SQUARE
OF OPENINGS PROVIDE R-11 BATT INSULATION AT
METAL STUDS CUT FLANGE & BENDSTORE LOCATION:
DEMISING WAILS, TYP.
o BRACING. ATTACH TO
WALL STUDS W/ (2) TRACK ATTACHMENT SCHEDULE FIRE RATED SHEATHING OVER WASHINGTON SQUARE
0 0 #8-18 SCREWS METAL STUDS AS SPECIFIED 9585 SW WASHINGTON SQUARE RD
o MATERIAL OF BUILDING 2 FASTENERS
- 20 GA. STUD BRACING CONTINUOUS METAL BRIDGING SYSTEM, PORTLAND, OREGON 97223
6" - 16 GA CONTINUOUS ' SEE 7/GO-2.2 SPACE # H-10
TO MATCH WALL STUDS. (2) 0.157" DIA HILTI X-UI UNIVERSAL
TRACK BLOCKING ATTACH W/ (3) #8-18 CONCRETE SLAB
(600T125-54) - NOTCH o PAF ® 16" OC (1-1/4- EMBED
AROUND STUDS o SCREWS METAL DECK (2) #10-16 SCREWS 0 16" OC
PROD. I.D.: 0000052034
o METAL DECK W/ CONCRETE (2) 0.157" DIA HILTI X-U UNIVERSAL
PAF 0 16" OC (1-1/4- EMBED) PROTOTYPE DATE: 07/23/14
METAL DECK W/ LIGHTWEIGHT FILL 2 12-14 X 1" HWH TRAXX/2 IN FLOOR ANCHOR
(3) #8
#LE SCREWS (ZONOUTE, GYPSUM) SUB-DRILLED HOLES PROTOTYPE VERSION 4.0
66
A. BLOCKING PLATE TYPE CONT FIRE SEALANT EA SIDE -
SCALE: SCALE: REVISION 1 - 01/22/15 Q
TYPICAL BLOCKING DETAIL 9 TRACK ATTACHMENT TO STRUCTURE 6B �,o'—o" "
N.T.S. N.T.S. FINISHED FLOOR a 1
ATTACHMENT SCHEDULE
CONSTRUCTION OF E
FULL-HEIGHT WALL FASTENERS AT CONT. ANGLE FASTENERS AT BRACING
BRICK HILTI X-U UNIVERSAL POWDER ACTUATED FASTENERS BRACING NOT REQUIRED D2 1 HR. RATED FULL HEIGHT WALL W/ 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDES OVER 6" METAL STUDS
CMU HILT] X-U UNIVERSAL POWDER ACTUATED FASTENERS BRACING NOT REQUIRED
CONCRETE HILT! X-U UNIVERSAL POWDER BRACING NOT REQUIRED
(E) WALL ACTUATED FASTENERS
3-5/8" MTL. STUD W/GYP. BD. #12-14 X 1-1/4" TO EACH STUD 3 X 3 X 20 GA. CUP
20 GA 3 5/8" METAL STUD DIAGONALLY NGLE X -
37
BRACING AT 48" O.C. TO STRUCTURE ABOVE 6" MTL. STUD W/GYP. BD. #12-14 X 1-1/4" TO EACH STUD 2 #8-18 X 1/2" HWH TEKS/2
WOOD #10 X 2'-2"L TO EACH WALL STUD IN BRACE AND TRACK WEBS
16 GA MIN. 2" X 2" CONTINUOUS 20 GA. SUB-DRILLED
METAL CLIP ANGLE ATTACH AT EACH STUD.
ATTACHMENT AT TOP OF WALL SCALE: 6A WALL TYPE D - FIRE RATED CONDITION ONLY SCALE: A CONSULTANT INFO:
METAL TRACK (16 GA. MIN) N.T.S. N.T.S. `t
t28'-11" iii/
B.O. DECK ffi2L22ffi//,
B.O. DECK/CEILING STRUCTURE5/8" GYP. BD. OVER METAL FURRING STUDS. ATTACH TO STRUCTURE ABOVE W/
(2) #12 SCREWS AT EACH KICKER SEE
it 1 STRUCTUREULE 6B ABOVE FOR ANCORAGE TO
NOTE TO GC: 60OS162-33 METAL STUD KICKERS AT 48"
REFER TO TYPICAL WALL SECTIONS ON GO-2.3 AND O.C. INSTALL 6" METAL STUD BLOCKING
INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ON AT 5'-0" O.C., ALTERNATE SIDES. NOTE: 14'-0" A.F.F. MAX. WITHOUT EXISTING
WALL FINISHES & CONSTRUCTION. BLOCKING AND KICKERS TO BE ATTACHED DIAGONAL BRACING WALL-CONSTRUCTION
W/ (2) #12 SCREWS AT BOTH ENDS '- " TO BE V.I.F.
NOTE TO GC: T.O. STUD METAL STUD BRACING ® 48" O.C. - SEE PROFESSION T/� P:
REFER TO DETAIL 5 / GO-2.2 FOR METAL STUD SPACING 20 GA. UNPUNCHED METAL TRACK, FASTEN 6A/GO-2.2 FOR ATTACHMENT SCHEDULE
& SIZING INFORMATION. BRACING WITH TWO (2) #8 SELF TAPPING
SCREWS (ALSO SEE 6A/GO-2.2) NOTE: COUNTER SINK SCREW; PUTTY
NOTE TO GC: AND SAND BEFORE PRIME/PAINT. JOHN A.CHIPMAN
tt
REFER TO DETAIL 9 / GO-2.2 FOR GENERAL BLOCKING VARIES � z No.3653 H
INFORMATION. T.O. WALL FINISH FINISHED CEILING PER SCHEDULE ' • DES PLAINES,IL 1
ATTACHMENT AT TOP OF FURRED WALL SCALE: U Q Z
N.T.S. J-MOLD 0 TOP OF FINISH 5 SEE RCP
10 8.0. CEILING AA
MTL. STUD FRAMING, TYP. SEE WALL SEE RCP
LEGEND ON FLOOR PLAN FOR SIZE,
T.O. WALL NOTE: REFER TO ELEVATIONS FOR
GAUGE & SPACING �
PROVIDE R-11 BATT INSULATION AT BASE, PAINT, AND WALL
RESTROOM WALLS, U.O.N. STANDARDS. REFER TO ROOM FINISH
"FINISHED CEILING VARIES SCHEDULE FOR WALL CLADDING & ARCHITECT INFO:
CONTINUOUS METAL BRIDGING SYSTEM, ( FLOORING.
WALL STUD TABLE: SEE 7/GO-2.2 BY LOCATION)
1-1/2" X 3" X 16 GA. CHANNEL CLIP 1/2 SHEATHING OVER METAL STUDS AS011111111111M ChipmanDesign
ANGLE 1/4- LESS THAN STUD WIDTH, SPECIFIED BELOW FINISH AS SPECIFIED Architecture I n c.
/ MAXIMUM WALL NOTE: REFER TO ELEVATIONS FOR z,00 1i.", "". I—. ...
TYP. - ATTACH AT EVERY STUD WITH HEIGHT STUD SIZE SPACING REMARKS FLOOR ANCHOR BASE, PAINT, AND WALL FURRING STRIP / METAL STUD r$41 216,6'100"r'$47,21e aa«
(4) 5/8" #5-12 SCREWS OR 3/4" 4 STANDARDS. REFER TO ROOM AS SPECIFIED 6B
WELDS IN (3) PLACES �; 10-0" FINISH SCHEDULE & GO-2.3 FOR
362$162-33 16" O.C. 6B FLOOR ANCHOR
WALL SHEATHING & FLOORING. I HEREBY CERTIFY THAT THESEPLANS HAVE BEEN PREPARED
16 —0" 362S162-43 16 O.C. —
�� CONCRETE SLAB BEIN ST FMC AND
DOD UNDER MY THEUAMECAMN AND TTMHA TO THE
RULES,REGULATIONS AND ORDINANCES OF PORTLAND,OR
D'-D" D'-D" RELATING TO STRUCTURES AND BUILDINGS.
18'-0" 362S162-54 16" O.C.
x FINISHED FLOOR FINISHED FLOOR ew
3/4" 16 GA. COLD-ROLLED CHANNEL x 20'-0" 362$162-68 ALT.600S162-33 16" O.C. , ISSUE TYPE:
- LOCATE AT 4'-0" O.C. NOTE: COUNTER SINK NAILS; `t. t_ t✓
HORIZONTALLY, OR AS REQUIRED BYCONCRETE SLAB PUTTY AND SAND BEFORE BID ISSUE 1/9/15
22 -0 6005162-33 16" D.C.
PRIME/PAINT.
LOCAL CODE.
24'-0" 60OS162-43 16" O.C. C1 i PARTIAL HEIGHT WALL W/ FINISHES ON BOTH SIDES OVER 3W METAL STUDS A� 1%" FURRING STRIPS W/ FINISHES ON ONE SIDE
26'-0" 60OS162-54 16" O.C. Fy = 50 KSI C2 PARTIAL HEIGHT WALL W/ FINISHES ON BOTH SIDES OVER 6" METAL STUDS DRAWN BY: NR/BE
A&E JOB NO.: 14-7269
28'-0" 600$162-54 16" O.C. Fy = 50 KSI C3 PARTIAL HEIGHT WALL W/ FINISHES ON BOTH SIDES MODULAR PIECES BY VENDOR. GC TO SCRIBE AND / I
ASSEMBLE IN FIELD PER VENDOR INSTRUCTIONS. SHEET TITLE:
30'-0" 800$162-43 16" O.C. C4 DORTIAL HEIGHT NOT EXTEND TOLTHE CE NG.RREFERVIOTO A6ED 1NI22ETHRU A6-2.4 SIDE
FOR ADDITIO AL INFORMATION8" METAL STUDS. METAL STUDS WALL TYPE DETAILS &
NOTE: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O. C5 PARTIAL HEIGHT WALL W/ FINISHES ON ONE SIDE OVER 3 r METAL STUDS DESCRIPTIONS
STORES IN SEISMIC CATEGORIES D/E/F ALL STUDS TO BE BRACED WITH 150U50-54 COLD ROLLED CHANNEL (CRC)
ONLY: PROVIDE CLIP ANGLE(S) + 5'-0"
4'-0" O.C. VERT. (BRACING NOT REQUIRED WHEN WALL STUDS ARE SHEATHED
AT WALLS 10'—Oo HIGH OR LES,
ANDFEVERY 4'-0" AT WALLS GREATER THAN EACH SIDE W/ MIN. 1/2" GYPSUM BOARD SCREWED AT 12" O.C.)
10'-0" OR AS REQUIRED BY LOCAL CODES.
SHEET NUMBER:
SCALE: SCALE: SCALE: SCALE: GO - 2 , 2
TYPICAL BRIDGING DETAIL 6" = V-0" 7 METAL STUD CHART I N.T.S. 5 WALL TYPE C N.T.S. 3 WALL TYPE A N.T.S. 1
MATCH DD CC B A Z Y NEW STORE
LINE SOFFIT FP-121FI STlDIO SALES AREA SOFFIT SALES AREA
SOFFIT W-0 12'-0' A.FF. W-5 P12
V,1_5 9'-2' AFF. 9'-2' A.F.F. 12'-0' A.F.F. �]
OF BEAMS fL OF BEAMS fL OF BEAMS OF BEAMS rL OF AM: rL OF BEAMS ® A E
9'-11 1/2" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 9'-3 V2" 5'-1' 1
1 A6-1
JAN 2 7 2015
— — — — — — — — — — sfi GAP INC.CITYUFTIGARI)
20 CORPORATE t"ivrisw
w T-0 1/2'
TYPE 1 HARRISON
24 SAN FRANCISCO, CA 94105
2'-0"
I 1LK 3' 0" EO. EO. 1 10' 0" EQ. ED. m 10' 0" EQ. ED. 1 110' 0" EQ. EQ. 10' 0" EO. ED. 1 10' 0" EQ. EQ. 10' 0" ALIGN ( ) 1 I STORE NO.: (� /)
0 o V �j
Z ' 2
cD
TYP.9% 9o a 3'-6" ZED
El 9 1 T 11 STORE NAME:
TYPE
_— 10'-0' • • o EQ. EQ• 2 • • • • • 5 TYPE, ! • N ' OF WINDOW WASHINGTON SQUARE
STORE LOCATION:
71'-2" FP 4 °� TYP. 7 2 TYPE.
2 5 2 24 TRACK �'
21 I I 5 9' 2' AFF. 5 IA6-1 p TYP. TYP. I 11' 4' A.F.F. " TYP. TYPE TYP. I MG 2 GRIDSEIING
I I TYPE 5'-6'
I I 25 - - - - TYPE 8 WASHINGTON SQUARE
_&
*
TEM. o > 2 25 T 1 s 25 t 1 T w 2 18 2s PORTLAND, OREWASHINGTON72223 ARE RD
A4-3 95W SW
1' 0' TYP TYP9 9 . I TYPE. TYP. I I TYP. SPACE # H-10
o > II
w ~ I IIVNI 10' O" 110' 0" 5' 0" �
d CEILING
ED. PROD. I.D.: 0000052034
Q — — — f — — — • �W T — rs OF PROTOTYPE DATE: 07/23/14
EO. ED. 2 2 —� Q 12 I PA35YTHRU, PROTOTYPE VERSION 4.0
19 EO. ED. EO. EQ. 5
19 A6-1 TYPE w 2 2 w 4'�0" TYP. PROCESSING
TYP• TYPE, TYP. TYPE TYPE, TYP.
TYP. oAREA,
TYp. 23 'PENDANTS,
I o I �' 2 I ( �' 4 I I 25 �T o I I AND TRACK REVISION 1 - 01/22/15 Q
ucHrs.
51-6" TYPE TYPE. -- TYPE w ` TYP.
21 _ _
TYP. ssii e - - - - � - �f m - � I ' 24
5 ED. EQ. FP 4 5 P2 TYPE VE III __1 5 PTYP,
C3MG 2' ' T12P CA 4 -.-- _- -- • • • • TYP. • OF WINDOW,
Wpgp TYP. TYP. _
- - - TYP_ - - - � - - - . o TYPE • 11'-4' A.F.F. • • • I'
- - - - - - - - - - o � 3,_6. —
•wI 1 2 TYP. EDi iv � I
TRACKS, &
21 DQ. MARKETING
TYPE, . E . [EQ., EQ. EQ. EEQ. EO. EQ. EO. EQ. EO. GRIDSo TYP.2TYP. a } I
24
35 TYPE,
SOFFIT 2
AREA SOFFIT 1
Fffl
W-0 6-0 O.H. A6-1
SALES AREA & FIT STUDIO REFLECTED CEILING PLAN SCALE: 2 CONSULTANT INFO:
1/4" = 1'-O"
NOTE TO GC: NOTE TO GC: T
HATCHED FIXTURE INDICATES EMERGENCY LIGHT FIXTURES. PROVIDE NON COMBUSTIBLE MATERIAL BNO WITHIN PLENUM CEILING OR DO NOT WELD, DRILL, SCREW, OR SHOOT INTO LUSS STRUCTURE. EE MATCH
FIRE RATED BLOCKING AND PLYWOOD WITH FLANS SPREAD INDEX OF NOT USE CLAWS OR COMPRESSION TECHNIQUES.
DO NOT INSTALL SPRINg3 HEADS ON WOOD SOFFIT IN MORE THAN 25 AND SUE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN —CORRIDOR MANAGER'S AREA T09Ff ROOM INE
SALES/FITTING AREA. TESTED IN ACCORDANCE WITH ASTM E-84 OR LL 723RED). MAINTAIN, PATCH AND/OR REPAIR (E) FIRE RATING TO MATCH V. ACT-2 pp M(, SOFFIT
9'-2' AFF. 9'-2' AFF. Wy-0
ACCESS PANELS SHOULD BE PAINTED TO MATCH ADJACENT CEILING GC TO CONTACT LANDLORD ROOFING VENDOR FOR ANY ROOFING COORDINATE WITH LANDLORD. b'-0' A.F.F.
SURFACE. MECHANICAL GRILLES / DIFFUSERS SHOULD BE WHITE WORK, 17 4'-0" 4'-0"
SPRINKLER HEAD COVERS SHOULD BE WHITE & FACTORY FINISHED PROVIDE CEILING ACCESS PANELS AS NECESSARY TO ACCOMMODATE TYPE
TO MATCH STOREFRONT COLOR AT RECESSED ENTRY (WHEN LL ELECTRICAL, PLMING, SPRINKLER AND/ OR MECHANICAL - - -.
REQUIRED). SERVICES THAT PASS THRU THE LEASED SPACE.
16 PROFESSIONAL STAMP:
KEY DESCRIPTION CODE REF./SHT._ 1. ALL CEILING HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE Of FINISH CEIUNG U.O.N. EO. 6'-0" o O. 61-0" EQ.
2. SEE A6-1 FOR SUSPENDED GYP. BD. CEILING DETAIL /QAL.
3. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED PERTINENT ITEMS NECESSARY TO MAINTAIN 12'-0' D AIS
1 17" DEEP SOFFIT WITH [ ON FACE 2/A6-0 THE SPECIFIED CEIUNG HEIGHT ABOVE THE FINISH FLOOR. ® • 6 ' o �x N ��
4. ARCHITECTURAL DRAWINGS DETERMINE THE LOCATION OF LUMINARIES AND SUPERCEDES ALL OTHER DRAWINGS U.O.N. u;
O TRACK LIGHT. MOUNT TIGHT TO CEIUNG. 2/A6-1 22 0 22 z ti j
5. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER. L A6-1 cD vA
6 ALL LIGHTING FIXTURES PROVIDED BY OWNER AND INSTALLED BY SUBCONTRACTOR U.O.N. TYP. TYP• 8 V JOHNA.CHIPMAN tV%
O3
COILING MOUNTED UNISTRUT. MOUNT BOTTOM AT 12'-0" A.F.F. A6-5 7. LATERAL BRACING FOR CEILING MUST BE PROVIDED. WHERE CEILING LOADS ARE LESS THAN 5PSF AND NOT SUPPORTING --- - a
" ,",. .�x �.N,�4. .. �; No.3653
O14 PENDANT AT CASHWRAP. MOUNT BOTTOM AT 7-4 A.F.F.000RDINATE EXACT INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GA. WIRES SECURED TO THE MAIN RUNNER " H
LOCATION NTH CASH WRAP BELOW A5-0 WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE LESS -- • DES PLAINES,It, 4
t�5 18" PENDANT. MOUNT BOTTOM AT 10'-0" A.F.F. THAN OR EQUAL TO 45 DEGREES FROM THE PLANE OF THE CEILING THESE HORIZONTAL RESTRAINT POINTS SHALL BE o __ w
PLACED 12 FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4'-0" FROM EACH WALL. ATTACHMENT OF THE I 21 I
O6 FLUORESCENT UTILITY UGHT. MOUNT TO BOTTOM OF ACT CEILING AT 13'-0" A.F.F. RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. • 3 • TYP.
8. ADDITIONAL HANGARS AND SAFETY WIRES FOR UGHT FIXTURES, SPEAKERS AND AIR SUPPLY/RETURN DIFFUSERS (PER • I I o 6 22 A e � S
- LOCAL CODES) TO BE THE RESPONSIBILITY OF THE CEILING SUB-CONTRACTOR. — _ o
O FITTING AREA RECESSED FLUORESCENT WALL WASHER 5 9. PROVIDE ACCESS PANELS AS REQ'D. BY CODE. COORDINATE LOCATIONS WITH ARCHITECT. 1610, 27t �'
A6-1 W ARCHITECT INFO:
8 / 10.ALL GYP. BD. CEILINGS TO BE SMOOTH FINISH & PAINTED U.O.N.
ALL MEASUREMENTS ARE TO THE CENTER OF THE FIXTURE U.O.N o i II
1 1 12.ALL EXPOSED CONDUITS TO BE MOUNTED TIGHTLY TOGETHER. EQ I w~ II
13.T000H UP PAINT OF ALL LIGHT FIXTURES, STEMS, & SCREWS AFTER RETHREADING; PAINT COLOR TO MATCH STEM. 12-0' o Chipman Design
1 14.ALL HATCHED SYMBOLS DENOTE EMERGENCY FIXTURE u g I II
11 # � Architecture, vioI nooc
ooe1 P:paaoloTRACK LIGHT INSTALLED HORIZONTALLY ON INTERIOR WALL SURFACE AT STOREFRONT. 15.GC TO REFER TO PROJECT MANUAL & INSTALLATION GUIDE V4.0 FOR ADDITIONAL INFORMATION. <
MOUNT ACK 6" T F T e
eu.:vo.s vco , a,v ave.ev ee
12 coo
RECESSED LIGHT FIXTURE AT RECESSED ENTRY - PAINT EXPOSED FIXTURE TRIM TO
MATCH ADJACENT CEILING SURFACE. 0 3 1'
13 4 X 8 CROSS BEAM AT PASS-THRU. B.O. BEAM AT 9'-2" A.F.F. A6-2.2 3' OR 4' LENSED EMERGENCY LIGHTING UNIT CONCEALED FIRE SPRINKLER HEREBY CERTIFY THAT THESE PIANS HAVE BEEN PREPARED
O FLUORESCENT UTILITY ❑� - RECESSED IN CEIUNG, HEAD — — I BEAMTYOF FMCEAND UNDER
MY THEUPERVISIMN MO THAT THATO THE
LIGHT SEE ELEC. E.Q. 24'-O' E. .
RECESSED FLUORESCENT VERTICALLY MOUNTED ❑ UPRIGHT FIRE SPRINKLER u RULES,ROTO STRUCTURE ONDBUNCEB S.PoRMNO,OR
J � WALL WASHER � HEAD w • • • • I 7I�I REIATINO TO STRUCTURES AND BUILDINGS.
- TRACK LIGHT TRAFFIC COUNTER
LINE OF REVEAL AT SOFFIT TRANSITION. -1 O 18" PENDANT LIGHT 6� TRACK UGHT ISSUE TYPE:
PORCELAIN SOCKET FIXTURE CEILING MOUNTED SECURITY o 3 6 21 I I BID ISSUE 1/9/15
A I - • DO 14" PENDANT LIGHT - ILI
MOUNT ABOVE DOORWAY
CEIUNG SUPPLY AIR Tp
I
9 A6-1 2' OR 4' FLOOR MOUNTED - - UNISTRUT ® REGISTER
FLUORESCENT LIGHT o z g II
,g SPRINKLER HEAD, SEE F1-0 FOR FULL SPRINKLER LAYOUT F1-0 CEIUNG RETURN AIR u, DRAWN BY: NR/BE
t-O EXTERIOR GOOSENECK MARKETING GRID ® REGISTER
20 WALL WASHER GOOSENECK LIGHT ABOVE STOREFRONT SEE ELEC. UGHT FIXTURE A&E JOB NO.: 14-7269
n AIR CURTAIN SHEET TITLE:
16" EXTERIOR WALL ILLUMINATED EXIT SIGN o • • • • o
21 LIGHT ® FITTING ROOM MIRROR, CENTER OVER FITTING ROOM MIRROR A6-2 ►-� MOUNTED SCONCE F 3
22 RECESSED LIGHT FIXTURE SEE MEP. SCONCE LIGHT AT B+ RECESSED CEIUNG SPEAKER TOILET EXHAUST FAN _ _ •
161
i LL REFLECTED CEILING PLAN
FITTING ROOMS ACCESS PANEL
23 INTERNALLY ILLUMINATED STOREFRONT SIGN - ISSUED UNDER SEPARATE PERMIT SEE ELEC. 10" EXTERIOR JELLY JAR SURFACE MOUNTED SPEAKER LL
24 MARKETING GRID AT STOREFRONT WINDOW. MOUNT AT 1'-O" BELOW CEILING. MG-1 / MG-2 SCONCE
_ UNEAR DIFFUSER CEILING FAN
O25 RECESSED SPEAKER, GC TO COORDINATE FINAL LOCATION WITH VENDOR. RECESSED LIGHT N
� UNIT HEATER (FINISH OF
26 UNE OF REVEAL IN SOFFIT 2/A4-3 UH UNIT TO MATCH CEIUNG STOD( AREA SOFFIT
/ BLADE SIGN COLOR) ACT-2 W-0 SHEET NUMBER:
27 I PORCELAIN SOCKET FIXTURE. MOUNT 6" ABOVE DOOR FRAME 13' 0' AFF. 9' 2' AFF. A3 - 0
GENERAL NOTES & KEYNOTES 3 B.O.H. REFLECTED CEILING PLAN SCALE:
NEW STORE
GENERAL NOTES TO GC: NOTE:
GC TO USE EDGE CAP CORNEA PIECE AT CORNEA OF ALL METAL STIR KICKERS TO HAVE
SOLDIER COURSE CONDITION, COORDINATE W/ VENDOR. TYP BLOCKING AT 5' 0' D.C., MIN. ALTERNATE
SIDES, A
ALL SEALANT, CONTROL JOINTS AM EXPANSION JOINTS TO � �Q� A
yl�
TO MATCH STOREFRONT Q ® AT 6' METAL STIR BLOCKING EACH SIDE, /'1 `
E) MALL BULKHEAD TO REMAIN GC TO ALLOW V2' MIN. SPACING AT TB 4 PANEL SYSTEM W/ (2) #12 SCREWS AT EACH KICKER JAN 2 7 2015
TO ALLOW MOVEMENT, EXPANSION AND CONTRACTION OF Q GAP IN CITYOFTIGARI)
THE SYSTEM AT ALL INSIDE / OUTSIDE CORNERS
6' METAL STIR KICKER C4 32' O.C.
GC TO MITER�AND USE CORNER BRICK PEKES AT ALL 6' METAL STIR BLOCKING MAX. ATTACH TO STRUCTURE ABOVE CORPORATE MIDIVISION
CORNERS, TYP. EACH SIDE, W/ (2) #12 W/ (2) #12 SCREWS PER KICKER 1HARRISONSTREET
SCREWS AT EACH KICKER SANN FRANCISCO,
SCO, CA 94105
3/4' EXTERIOR OIL +/- 29'-11' AFF. STORE NO.: /1 /1
TREATED WOOD B.O. E) STRUCTURE `{
COMPOSITE TRIM B.O. (E) STRl1CT11RE
PAINT AS SPECIFIED o STORE NAME:
�i WASHINGTON SQUARE
EXISTING
BULKHEAD STORE LOCATION:
NOT USED 'SCALE: " N 4 WASHINGTON SQUARE
s" = 1 -0x x 9585 SW WASHINGTON SQUARE RD
PORTLAND, OREGON 97223
i; EXISTING BULKWJD SPACE # H-10
THIN BRICK TB-5 X X — —
OVER� ELITE PANEL 3/4' PLYWOODzo
ao — — /
SYSTEM, PAINT P15 SG SHEATHING AS REWIRED (E) FINISH TO REMAIN. PATCH
j W-5 NAILED AND GLUED EI FINISH TO REMAIN. PATCH ( & REPAIR AS REQUIRED PROJ. LD.: 000OO5ZO34
TO PLYWOOD CONTINIWS PRESSURE TREATED 1 X & REPAIR AS REQUIRED
5/8' GLASSMAT SHEATHING 3 BLOCKING LENGTH OF STOREFRONT, 13'-10 V2' A.F.F.
TYP OF (2) 13' 10 V2' AF.F. T.O. CORNICE X x PROTOTYPE DATE: 07/23/14
T.O. CORNICE i X X X I X PROTOTYPE VERSION 4.0
LEAS LIFE I X X X X
i X X X
THIN BRICK TB-5 OVER TB-4 ELITE PLYWOOD
PANEL SYSTEM, PAINT P15 SG 3/4'
METAL STUDS, {
O.C., U.N.O. ++ SHEATHING
GOOSENECK LIGHT FIXTURE, TYE. / REVISION 1 - 01/22/15 Q
— — — — —I W-5 NAILED
1x4 BLOCKING ATTACH BOX CENTER MOUNTING PLATE ON C OF 13'-2 1/2' A.F.F. AND Cil1Ql
ANGLE WITH #10 FLAT / TRIM. B.O. CORNICE
HEAD SELF-TAPPING SCREWS REFER TO DETAIL — — TO PLYWOOD
j 4/A4-0 5/8' GLASSMAT SHEATHING THIN BRICK TB-5
8 16' O.C. I OVER MI ELITE
6- METAL STUD KICKER 8 32' - L
PANEL
G SYSTEM. PAINT I �`
CONTINUOUS SEALANT / TRACK LIGHT FIXTURE 6'
METAL
CAL STIRS. r
SCREWS PER KICKER
MOUNTED ABOVE O.C. MAX. ATTACH TO �_ I
AND BACKER ROD STOREFRONT,
STRUCTURE ABOVE W/ (2) #12
LEASE LIFE I
—1 ..
,I
STS EYEBROW CHANNEL BY—
VENDOR.
Y VENDOR. INSTALLED BY GC,
ATTACH PER SHOP DRAWINGS.
GC TO MAINTAIN VS' .. SCALE: X X X
-- -
TOLERANCE AT HORIZONTAL CORNICE SECTION DETAIL 4 X B.osEYArBAOW CHANNEL] - NAILED
DURING INSTALLATION
__ 3" = 1'-0" -- T.O. STOREFRONT — 1" GLUED
MALL OORRIDOR AhLETA ..-_ ..-.�
70 _PLYWOOD_
TO START--_ THIN BRICK TB-5 00
WITH, FILL PLANK OVER TB-4 ELITE PANEL (( ---- STOREFRONT ST-1 I �A�HGIMG!---
FROM THE EDGE SYSTEM, PAINT P15 SG -- _--. 1
OF THE SOFFIT
--
X X Z_ -__ L_. CONSULTANT INFO:
X X r
J. i \_ 3/4 PLYWOOD
SHEATHING I ---- I ' -
6 3J8' 6' - - - AND GLUED X X X
1- -T Z
CONTINUOUS BLOCKING ST 1 W 5 NAILED
TO PLYWOOp — — — — — - T -- -I
-L _L
BEAD OF CAULK WITH -----
7' CLIP ATTACHED --- -- -.- 3 METAL
_... _— .-..--..- 5/8"
TO STOREFRONT HOLD LATERAL � 3 __
rr
2' 3 V2' A.F.F. 2 AL
BRACING( LA�TEAALTBRACING. -
.....---
THIN BRICK TB3 T.O. BRICK PILASTER - — 24' O.C.
OVER ®ELITE PANE Q THIN BRICK B 5 f- 1- _ -
SYSTEM, PAINT P15 SG OVER®ELITE PANEL - THIN BRICK TB 5 I 1
PROFESSIONAL STAMP:
----- - BRICK IN SOLDIER 6 ' METAL j SYSTEM. PAINT 1 -SG OVER ®ELITE PANEL � � - _
STOREFRONT SYSTEM FST—11— OF BBW ATTOPUDS, 16' O.C. ! X X X SYSTEM, PAINT P15 SG L
USE
CORNIER PIECES �� �
TO RETURN BACK 3 4' PLYWOOD _....... 3/4' PLYWOOD STOREFRONT S -1 - C� JOHN A.CHIPMAN rn
SCALE: (A 5/8' GLASSMAT C)
SECTION DETAIL AT STOREFRONT SOFFIT 6 - SHEATHING OVER METAL OVER L I No.3653
STUDS AS SPECIFIED ....- _
THIN BRICK
„ - -
DES PLAINES,IL •
0 FT-B-4-1 ELITE! BRICKTHIN ®�VER
rSYSTEM OR SIDE OF BRICK TB-5 PANEL SYSTEM,
_ OVER TB 4 ELITE i PILASTER, DO NOT PAINT
OVER THIN BRICK
ELITE PAINT P15 SGS _.-.- LEASE LINE I t_- 7-
STOREFRONT
- PAINT, TYP.
STSYSTEM 5" _ ]'_ 6" 1' PANEL SYSTEM
ST-1 --- NO PAINT, TYP. - THIN BRICK TB-3 -_ T _ - ARCHITECT INFO:
THIN BRICK TB-5 LEASE LINE
. L
- -- � OVER B-4 ELITE I j
OVER TB 4 ELITE PANEL -- - __-_._._!. - -
CONT. SEALANT & PANEL SYSTEM, MALL CORRIDOR TA
D 1 Chi manDesi n
— - - (2) LAYERS OF 5/B' -- — -- NO PAINT. TYP. ( Architecture gInc.
SYSTEM, PAINT P15 SG
BACKER ROD (BOTH
MALL CORRIDOR SIDES) GLASS MAT SHEATHING I s—
--—
OVER METAL STUDS MALL CORRIDORCID e"
WHITE BREAKI ATHLETA 1.
o.. rvain..,2100 5. lll�l uunoi: eoo,e
.METAL ® BASE __. AS SPECIFIED THIN BRICK TB-5 OVER 1 r eev.ve.evoo r e+�.:+e.er><
BLOCKING BY GC �- - - -- T®ELITE PANEL
SYSTEM, PAINT P15 SG
ATHLETA __.-. _._ __-_ - - ,--� I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED
0'-9 V2' A.F.F. IN MY OFFICE AND UNDER MY SUPERVISION AND THAT TO THE
T.O. CURB MALL CORRIDOR �' 6O' METAL STUDS, 16' / \ """ BEST ,REG REGULATIONS
ORDINAECOMPLVORTLAD,LAWS,
RULES,REGULATKKJS AND ORDINANCES OF PORTLAND,OR
IA O.C. I RELATING TO STRUCTURES AND BUILDINGS.
3/4' PLYWOOD
WHITE BREAK METAL _- X X X
M 2 AT BASE V2- PLYWOOD -
THIN BRICK SOLDIER COURSE r ----
EN-21
ISSUE TYPE:
3/4' PLYWOOD T a" TARTER ANGLE BY j ON EXTERIOR PILASTER 1
F.O.S. TO F.OS. THIN BRICK I I STOREFRONT ST-1 _ _ BID ISSUE 1/9/15
6' METAL STUD5 3/a MANUFACTURER. I I. ..�--- WHITE BREAK® BASE
STARTER ANGLE BY INSTA�LED BY GC FETAL TO MATCH --�-_
- THIN BRICK OOD THIN BRICK TB 5 I I -
INSET TILE TO MATCH E) g 3/4' PLYWOOD' W 3 MANUFACTURER, 6*W 3 OVER IIt97 ELITE PANR ., STOREFRONT i /
CURB, 16' O.C. ----
MALL TILE OVER WWD FLOORING INSTALL® BY GC SYSTEM, ON (21 LAYERS I ; 6' METAL STIR CLiR6, 16" DRAWN BY: NR EHE
3/4' PLYWOOD O.C. _ A&E JOB NO.: 14-7269
CURB GLASSMAT SHEATHING PAINT
CONTINUOUS MORTAR BED ( SLBFLOOR Sl16FL00R � ; t
FOR FLUSH CONDITION 0 00 INSET TILE TO MATCH (E)
_ � _ W_3 WOW SHEET TITLE:
OL - — FINisH FLOOR Q1' ILI ( cowlrolN OVER coNrlNUous _i 1_ I GraI'LrYWR ENLARGED STOREFRONT
0'-0' A.F.F. 09
FINISH FLOOR E) CONCRETE SLAB I I FLOORING MORTAR BED FOR FLUSH FLOORI 0— SECTIONS & DETAIL$
0' 1 1/2' A.F.F. 0' 1 V2' I 0-0 I SQBFLOQA
DOL
EXPANSION JOINT 0'-0' - ' 3/4' PLYWOOD FINISH FLOOR
E) CONCRETE SLAB FINISH FLOOR SUBFLOOR o a
Q 0.157 DIA. HILTI X-U Q o /d E) CONCRETE SLAB
E) CON7219 SLAB FASTENER AT 16' O.C.,
�— — —
MIN. P EMBEDED 5 SHEET NUMBER:
SECTION DETAIL AT GLAZING BASE SCALE: S STOREFRONT SECTION AT PILASTER BASE SCALE: 3 STOREFRONT SECTION AT PILASTER SCALE: 2 STOREFRONT SECTION AT GLAZING SCALE: 1 A4 - 1
3" = 1'-O" 3" = 1'-0" 1" = 1'-0" 1" = 1"-0"
NEW STORE
METAL STUDS,
NOTE: GC TO MITER AND
_ AS SPECIFIED USE THIN BRICK CORNER PIECES
METAL STIR FRAMING AT ALL CORNEAS, TYP. ® A ETA
AS SPECIFIED
JAN 2 7 2015
GLASS MAT ITY O"IGAR1)
5/6
GAP I91LDINGDIVISIM
CORPORATE ARCHITECTURE
5/8' GLASS MAT W 5 OVER 3/4' 1 HARRISON STREET
BREATHING PLYWOOD I SAN FRANCISCO, CA 94105
W 5TPI AFULL ALIGN STORE NO.: /) (�' /1
5/8' GLASS MAT STORE NAME: `1 V `i
\ SOFFIT O OHI TYP. SHEATHING LEASE LINE )
GC TO SHIM AS EYEBROW CHANNL ST-5 WASHINGTON SQUARE
BREAK METAL AT REQUIRED ATTACH PER SHOP DRAWINGS
RECESSED ENTRY CEILING BREAK METAL BM 2 THIN BRICK
LCONTINUOUS SEALANT 2 PAENT TP15 SG GYP.
--- -- ---- STORE LOCATION:
AND BACKER ROD BLOCKING BY GC CEILIN PAINT WASHINGTON SQUARE
BOTH SIDES) V4' REVEAL/DRIP EDGE TO 5/8' GLASS MAT SHEATHING AS SPPCIFIED 9585 SW WASHINGTON SQUARE RD
ST-1 MATCH BREAK METAL (� _-- PORTLAND, OREGON 97223
MALL ATIiETA BM-2 FINISH AQ)METS STS SPACE # H-10
FRAMING. 16' D.C.. U.N.O.RECESSED ENTRY CEILING DETAIL
SCALE: 7 -_-.
1'-0" = 1'-0" 1x4 BLOCKING ATTR
ANGLE WITH =W 1 PROJ. I.D.: 0000052034
FLAT HEAD
BM-2 CORNEA BM 2 POST REFER To DETAIL PROTOTYPE DATE: 07/23/14
BOX HEADER BEAM.
SELF-TAPPING SCREWS �
EQ. EQ. STppEFAONT EAS-1 @ 16" O.C.
POST BEYOND ST 1 BREAK METAL CONTINUOUS SEALANT BASE 4/Aa o PROTOTYPE VERSION 4.0
M� 1' 1" INTERIOR 2 AT EQ. EQ. 3/4' WIDE NOTCH AT 54' A.F.F. & BACKER ROD
ATHi TA BY GC FOR EAS WIRING. PAINT
ALL EXPOSED WIRING TO MATCH AN-3 ANGLE PROVIDED
STOREFRONT ST 1 ST 1 STOREFRONT BY VENDOR ®�Uj� REVISION 1 - 01/22/15 1
TO PLYWOOD
ST 5 EYEBROW CHANNEL BY
CONTINUOUS SEALANT AND o VENDOR. INSTALLED BY GC, 3/4" PLYWOOD
LBACKER ROD BOTH SIDES ST 1 AT [XXUR JAMS
ATTACH PER SHOP DRAWINGS. SWATHI
BREAK METAL4k GC TO MAINTAIN V8' I 5/8' GL4S MAT
BREAK METAL BASE BM 2 BASE BM 2 ANCHOR EAS FIN WIRING FOA EAS TO RUN TOLERANCE AT HORIZONTAL SHEATHTO DOOR AND I
F.F. TO F.F. % WI W SYSTEM INSIDE DOOR FIRARvE MING INSTALLATION '000
3/4' PLYWOOD 3 �' METAL STUD
6" 3/4' PLYWOOD OVER WITH SCREWS AT 10' 6" A.F.F. \\. FRAMING. 16' O.C.
off V2• PLYWOOD MIN. 4 PLACES B.O. RECESSED
ENTRY CEILING /7' -- ` STORE T ST 1
6" METAL STUD CURB,
I
16" O.C. 3/4' EXPANSION JOINT j 7 2
CONTINUOUS SEALANT & W-3 WOOD FLOORING
BACKER ROD 5/8' GLASS MAT OVER /8'
TILE TO MATCH (E) 3/4' PLYWOOD ! SHEATHING ASS
MALL TILE
WHITE BREAK METAL SHEAT
BM-2 WRAPPED COLUMN
o EAS PLAN DETAIL 3 SCA,E:O" 6
CONSULTANT INFO:
RECESSED ENTRY SECTION SCALE: 9 EQ. 9' EQ. RECESSED ENTRY SECTION SCALE: 2
BM-2 POST
3" = 1'-0" 3" = i'-0"
RETURN BREAK BM 2 AT BASE BELOW
METAL AT (TYP)
• I CORNERS FORA =A:CHR
BLOCKING EACH SIDE,
o REWS AT EACH KICKER
MG 1 SEAMLESS
FINISH (TYP
KICKER @ 32. O.C.
ALL FOUR TO STRUCTURE ABOVEGC TO USE SINGLE PIECE BREAK ) T-42EWS PER KICKER PROFESSIONAL STAMP:
METAL FOR THE RECESSED ENTRY
I CEILING WITHOUT ANY SEAMS V2' PLYWOOD- BREAK METAL WRAPPED
\ 1 I TO ADHERE 6' COLUMN� PROVIDE — — — — — — — 1�"D AIS
BREAK METAL 3 �" METAL STUD PACK / �� �
\ �I 3 5/8' STUDS AND BLOCKING AS REO'D I �~�JOHNA.CHIPMANf�
PACK I
I No.3653
L - - - J I LINE OF REVEAL BETWEEN 5
-� D 10 DES PURINES,IL •
EYEBROW CHANNEL AND BRAKE ROT.
METAL ® AT SOFFIT. - -�- -- I i [ ENTRY CEILING
�- ---
SEE 7/
BM-2 AT BASE BELOW o ........ -_. GC TO INFILL BETWEEN
RECESSED CAN LIGHT RIM OF OVER (2) • PLYWOODBMF2 AT u STOREFRONT AND LEASE 2 9'-O' A.F.F. � s
FIXTURE TO MATCH CEILING BASE BELOW
BRAKE METAL COLOR. TYP. PANELS. THESE TWO (TYP) ___ j -_- -_ ` ( I TCP OF DOOR
CORNEAS ONLY MATCH ADJACENT MALLTILE U L ARCHITECT INFO:
EXIT SIGN. SCALE:
SEE MEP CORNER POST DETAIL (CURB) 3° = 1'_D• 10 i j chipmanDesign
I LINE OF EYEBROW 9" v 1 r _
Architecture Inc.
004 f u.er 4o"e. emi. 4a0
CHANNEL ABOVE B -2 POST - C °1, nolo.., Tin"of, 400,4
STOREFRONT Q. E0. -._ i__._......_ 1 [ r 447.214.6,00 f 847.]18.6064
I EXTERIOR GOOSENECK LIGHT ST 1 I HEREBY CERTIFY THATTHESE PUNS HAVE BEEN PREPARED
IBim, AT BASE BELOWRULES,
OF MY XEDG
REGULATIONS ND ORDINASAME
CESOFPoRTUNDTO THE
• MATCH FINISH OF RECESSED METAL AT -- _-- LAWS,
FIXTURE, SEE ELEC. DRAWINGS IN MY OFFICE AND UNDER MY SUPERVISION AND THATT
ED. EQ• 1 OR
RECESSED SPRINKLE HEAD TO RETURN BREAK EAS-1 RELATING TO STRUCTURES AND BUILDINGS.
�
ENTRY CEILING CORNERS FOR A f I I I
WHITE BREAK METAL BM 2 AT SEAM-ESS j BREAK METAL WRAPPED I C ISSUE TYPE:
FINISH (TYP ST 1 e �.._. __r.-._ 9' _ I COLUMN®22 PROVIDE BID ISSUE 1/9/15
0o RECESSED ENTRY CEILING ALL FOUR 3 r METAL STUD PACK 1 1
5 NAILED < ST 1 BM WHITE1 WRAPPED COLUMN, I
MET
ME
D INTERNALLY ILLUMINATED CORNERS) x w j AND BLOCKING AS REO'D
GLUED TO PLYWOOD. STOREFRONT SIGN, UNDER ROT. -
1/2• PLYWOOD-
AT
BY: NR/BE
GC TO MITE W-5 I SEPARATE PERMIT ,� !
! a
AT ALL CORNER TO AD E IE // i I_ A&E JOB NO.: 14-7269
CONDITIONS, TYP. I BREAK METAL ® __
TO i I SHEET TITLE:
3 5/8' METAL r
STUD PACK sr 1 9 ` 1 ENLARGED RECESSED
EXISTING MALL TILE
FINISH FLOOR ENTRY PLAN AND DETAILS
BM 2 AT BASE BELOW
AOL IH++FflI OVER (2) V2' PLYWOOD PANELS. THESE BM 2 AT
TWO CORNERS ONLY BASE BELOW SHEET NUMBER:
`�`�'
A4 - 3
ENLARGED RECESSED ENTRY REFLECTED CEILING PLAN SCALE: $ CORNER POST DETAIL (ABOVE CURB) SCALE: 5 ENLARGED RECESSED ENTRY PLAN SCALE: 3 ENLARGED RECESSED ENTRY SECTION / SCALE:
1/2" = 1'-0" 3" = 1'-O" 1/2" = 1'-0" 12" - 1'-O"
NEW STORE
® AJAW A
GAP INC�AN 2 '7 2015
C0RP0RATFC4W@FjqUAKl)
1 HARRISIMG%TIolv
(1) 12 GA. WIRE SAN FRA
NOTE: 4'-0" O.C. EA. WAY
INSTALLATION & LATERAL STORE NO.: /1 6 /1 2
BRACING OF SUSPENDED CEILING `1 `1
SYSTEM TO BE IN ACCORDANCE STORE NAME:
IBC SEISMIC DESIGN CATEGORY D
NOTE: {y�° ° WASHINGTON SQUARE
COMPRESSION POSTS/STRUTS o v STRUCTURE
12'-0" O.C. ON BOTH DIRECTION, p STORE LOCATION:
ABOVE, SEE
STARTING 6'-0" FROM WALL o SECTIONS & WASHINGTON SQUARE
�
MAIN TEE (HEAVY ADETAILS FOR TTACHMENT 9585 SW WASHINGTON SQUARE RD
DUTY) o PORTLAND, OREGON 97223
CROSS TEE REQUIREMENTS SPACE # H-10
8" TYPE 12 GA. WIRE @ MIN.
SCREW—ATTACHED 5/8" @ 48' O.C. EA WAY
"X" GYPSUM BOARD WITH
NOTE: PROJ. LD.: 0000052034
TAPED JOINTS SANDED SMOOTH.
NO. 12 GA. VERTICAL FOR CEILING HEIGHT SEE
WIRE HANGER REFLECTED CEILING PLAN. PROTOTYPE DATE: 07/23/14
O.C. ® MAIN RUNNERUNNER
4 SUSPENDED GYP . BD. CEILING SEISMIC BRACING AND 8" MAX. FROM PROTOTYPE VERSION 4.0
WALL.
SCALE: N.T.S.
ANGLE MOULDING
12 GA. WIRE REQUIRED MAIN RUNNER
AT PERIMETER, 8" MAX RENSION 1 — Ol/22�15 Q
FROM WALL
CROSS TEE OR O 3 4"
CROSS CHANNEL MIN. 2' X 2' EXPOSED GRID, CLEAR
LAY IN ACOUSTICAL SILICON
7
SCREW INTO . . POP RIVET 2" FLANGE CEILING PANELS, AS BEAD
GAP POP RIVET ?-%WII5RID SUSPENDED
MUULUIN(� Al5/8" TYPE "X" PERIMETER SUSPENDED CEILING SEISMIC FROM STRUCTURE ABOVE
GYPSUM BOARD
SUSPENDED GYP . BD . CEILING PERIMETER DTL SEPARATION JOINT ( `� TYP . SUSPENDED ACOUSTICAL CEILING
3 SCALE: N.T.S. SCALE: N.T.S. SCALE: 3" = 1'-0"
CONSULTANT INFO:
SUSPENDED CEILING NOTES: SYSTEM SUMMARY
1. PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM G.C. TO PROVIDE CEILING GRID SUSPENSION SYSTEM TO MEET MINIMUM
2. MAIN RUNNER SUPPORT TO BE NO. 12 GA. VERTICAL WIRE HANGER ® 8" MAX.
4'-0" O.C. AND 8" MAX. FROM EACH WALL. ATTACH TO SUSPENSION REQUIREMENTS FOR IBC SEISMIC DESIGN CATEGORY D. SINGLE B� PROFESSIONAL STAMP:
SYSTEM AND TO STRUCTURE ABOVE WITH MINIMUM THREE TIGHT TURNS IN MANUFACTURER SHALL BE SELECTED. DO NOT COMBINE SYSTEM WITH EXISTING FLOOR JOIST Mqa iDAI
1)'2" COMPONENTS FROM OTHER SYSTEMS/MANUFACTURERS UNLESS NECESSARY I PERIMETER �� C�
3. LATERAL BRACING ® 12'-0" O.C. EACH WAY AND 6'-0" FROM EACH WALL. & APPROVED BY SPECIFIED SYSTEM MANUFACTURER. SYSTEM SHALL BE POP RIVET HANGING WIRE Gj �
BRACING TO BE (4) NO. 12 WIRES ATTACHED TO MAIN RUNNER WITH FOUR INSTALL PER MANUFACTURER INSTRUCTIONS AND SPECIFICATIONS. IF PERIMETER t10'
TIGHT TURNS IN 1Y2". ATTACH WITHIN 2" OF CROSS RUNNER. SPLAY WIRES WARRANTY IS AVAILABLE, SYSTEM SHALL BE INSTALLED TO ENSURE 2" X 2" WALL HANGING WIRE (7 JOHNA.CHIPMAN vi
90 DEGREES FROM EACH OTHER AND 45 DEGREES FROM THE PLAN OF COMPLIANCE WITH MANUFACTURER WARRANTY. MOLDING STABILIZER 6 I No.3653
THE CEILING. PROVIDE STRUT AT LOCATION OF SPLAY WIRES AND FASTEN 12 GA METAL ANGLE WITH BAR 0
TO MAIN RUNNER AND TO THE STRUCTURE ABOVE. MANUFACTURER/MODEL DONN HEAVY DUTY DXL-H SUSPENSION DRILL-IN EXPANSION I 1 r • DES PLAINES,IL
4. ALL CEILING RECESSED LIGHT FIXTURES TO HAVE (2) NO. 12 WIRE (GC TO CONFIRM SYSTEM WITH %" MOLDING AND ACM7 ANCHOR OR APPROVED 1
HANGERS CONNECTED TO THE FIXTURE HOUSING WITHIN 3" CORNERS AT ACCEPTABILITY OF SYSTEM SEISMIC CLIP OR ARMSTRONG SEISMIC RX SHOT PINS (A" MINIMUM) Q�
OPPOSITE CORNERS. CONNECT TO STRUCTURE ABOVE. THESE WIRES MAY SELECTED WITH LOCAL SUSPENSION SYSTEM (ESR-1308.
BE SLACK. CODE OFFICIAL PRIOR TO #12 MIN. EYE BOLT W/NUT ® TEE
5. EACH SURFACE MOUNTED LIGHT FIXTURE TO HAVE A MINIMUM OF (2) 14 START OF CONSTRUCTION; ON BOTH SIDES OF ANGLE
J o� O
GA. POSITIVE CLAMPING DEVICES. PROVIDE A N0, 12 WIRE HANGER AT REVIEW WALL MOLDING 12 ga. VERT. WIRE INSIDE STRUT Ta
U
EACH CLAMPING DEVICE TO THE STRUCTURE ABOVE SIZE WITH LOCAL CODE ® 4'-0" O.C. AT MAIN RUNNERL'i —
6. CEILING MECHANICAL AND LIGHTING FIXTURES OVER 56 LBS TO BE OFFICIAL PRIOR TO START AND 8" MAX. FROM WALL � I ARCHITECT INFO:
SUPPORTED SEPARATELY FROM STRUCTURE ABOVE N
O.C. SUSPENSION SYSTEM AT FIXED SIDE ATTACH SCREW
7. PROVIDE OF CONSTRUCTION EMT STRUT ® 12'-0"
E 1" CLEARANCE AROUND ALL PENETRATIONS w 2" THROUGH EITHER
S. PROVIDE POSITIVE BRACING AT CEILING TWO ADJACENT 34" GAP; ACM7 SEISMIC CLIP WITH RE: SCHEDULE FOR SIZE En w SIDE (OPTIONAL)
EMT SLEEVE ONE SIZE
9. CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE FLOATING SIDES FASTENER ATTACHMENT TO TEE THROUGH 11
6'
(
OR RIGID BRACING SLOT OPTIONAL LARGER THAN STRUT.AND NO FASTENER I Mq ChipmanDesign
SLOT END OF SLEEVE TO G.C./ SUB—CONTRACTOR I Architecture Inc.
10. CEILING AREAS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS THROUGH WALL MOLDING FOUR 12 ga. SPLAYED SEISMIC Z TO CONFIRM LOCATION OF . .00
FIT OVER MAIN RUNNER "". ria".,. un"a. noon
11. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS SUPPORT WIRES AT 45' w e<].ara.e goo r se].z9e.t9se
TWO ADJACENT TIGHT, NO GAP; ACM7 SEISMIC CLIP WITH RS• FIXED AND FLOATING 8" MAX.
FOR SPRINKLER HEADS AND OTHER PENETRATIONS MAX. TYP. ANCHOR TO
12. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING FIXED SIDES FASTENER ATTACHMENT TO TEE (OPTIONAL), ( x SIDES OF SYSTEM WITH I t10'
13. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY AND ONE FASTENER THROUGH WALL MOLDING STRUCTURE WITH OL#12 go. a MANUFACTURER
LAG SCREW EYE BOLT. 2 ? REQUIREMENTS PRIOR TO PERIMETER IHEREBY FFICEAD THAT THESE PLANS HAVE BEEN PREPARED
SUPPORTED AND BRACED OPTIONAL START OF CONSTRUCTION I 6 I I MMT OFFlCEANDLEUNDER THESUPERVISION AND COMPYWTHALLLTHE
14. THE SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND INSTALLED IN (TYP. ® EA. STRUT) HANGING WIRE RBEST ULESFEGULATILESAN THESPMECOMPLYWITAD,LAWS,
PERIMETER HANGING WIRES YES o ® RELES,RECU STUCTURDORDINANCESS.PORTLAND,OR
ACCORDANCE WITH ASTM C635, ASTM C636, ASCE 7-05 SECTION PERIMETER 1 I ReunecrosrRucRUREsAND swLoiHcs.
13.5.6.2.2 OTHER APPROVED METHODS BY LOCAL BUILDING OFFICIALS, STABILIZER BARS NO CONNECT W/ 2" X 2" WALL MOLDING HANGING WIRE
CISCA FOR SEISMIC ZONE 3-4 AS MODIFIED BY THE FOLLOWING: SYSTEM WEIGHT 2.50 LBS SQ.FT. HANGER ALLOWABLE 2' 3;41
14.1. A HEAVY DUTY T—BAR GRID SYSTEM SHALL BE USED. / (2) TEK SCREWS STABILIZER
14.2. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE WIRE TENSION qr I BAR I ISSUE TYPE:
NOT LESS THAN 2.0 INCHES. IN EACH ORTHOGONAL HORIZONTAL COMPRESSION STRUT SCHEDULE 12 170# BID ISSUE 1/9/15
DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO NOMINAL SIZE (INCHES) MAX. LENGTH (FT.) 11 225#
THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL
DIRECTION SHALL HAVE A 0.75 INCHES CLEARANCE FROM THE WALL 1/2 2 10 300# ® TEE
AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE 3/4 4 4 TIGHT TURNS IN o o DRAWN BY: NR/BE
1 6 1 1/2" LOOP BOTH 0
ENDS (TYP.) " MIN. GAP AT Y JSHEET
JOB NO.: 14-7269
SUSPENDED CEILING SEISMIC SUPPORT 1Y4 10 " UNATTACHED
Q2 12 MAIN RUNNER WALLS ET TITLE:
SCALE: N.T.S. 2 18 CROSS RUNNER SUSPENSION SYSTEM AT FLOATING SIDE 2" PENDED CEILING -
MIC SUPPORT
NUMBER:
SUSPENDED CEILING —SEISMIC SUPPORT SCALE:
A6 - 1 . 1
N.T.S.