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Plans (7) BUP2016 - 00174 W U Cq 2 16 0 > 0 w W OffC%J Cd ` X City of Tigard w 0 ��,Gr r B co r ved Date \� W m N 0 _ Y R � 1 N a WASHINGTON SQUARE, UNIT #H16 (4,489 SF) o w N00 N Cn M 9585 SW WASHINGTON SQUARE RD o o o 0 0 W REVISION 0 PORTLAND, OR 97223, USA o j� • U- ANN TAYLOR STORE #2552 OFFICE COPY 0 � o a o f �Q c� O 0 01" 2 / W CO `LLQ° oLL �C111 O � O O N C' . LL PROJECT INFORMATION PROJECT TYPE LIST OF ABBREVIATIONS LOCATION MAP (FOR KEY PLAN , SEE A- 1 . 0) SHEET INDEX N CJCS Z SHEET DESCRIPTION rx A.C.T. ACOUSTICAL CEILING TILE D- SCOPE OF WORK INTERIOR MALL A.F.F. ABOVE FINISH FLOOR ANN TAYLOR Unit #H16 ARCHITECTURAL AMP. AMPERE A-0.1 COVER PAGE • • p Q TENANT IMPROVEMENT CONSISTING OF A BUILD OUT OF AN EXISTING SPACE IN AN EXISTING MALL.IMPROVEMENTS INCLUDE C.J. CONTROL JOINT NEW STOREFRONT SYSTEM,NEW FLOORING AND WALL FINISHES,NEW LIGHT FIXTURES THROUGHOUT,NEW DISPLAY FIXTURES, CLG. CEILING A-0.2 RESPONSIBILITY SCHEDULE • • Q A N AY OR AND NEW G.W.B.CEILINGS.SEE ENGINEERING DRAWINGS FOR SCOPE OF MECHANICAL,ELECTRICAL AND PLUMBING WORK CL. OPNG. CLEAR OPENING C.O. CASED OPENING A-0.3 CHECK PLAN • • • COL. COLUMN A-0.3A STOREFRONT DIMENSION CHECK RAN-SECTIONS • • • CONTR. CONTRACTOR CPT. CARPETA-0.4 GENERAL AND ADDITIONAL NOTES • • • APPLICABLE CODES CTR. CENTER JC210.0.585SFF A-0.5 ACCESSIBILITY INFORMATION • • • BUILDING 2014 OREGON STRUCTURAL SPECIALTY CODE(BASED ONTHE 2012IBC) PROJECT DIRECTORY DET. DETAIL , -<: AS-1 ARCHITECTURAL SPECIFICATIONS • • • E- PLUMBING 2014 OREGON PLUMBING SPECIALTY CODE(BASED ON THE 2009 UNIFORM PLUMBING CODE) - -- DIA. DIAMETER DIM. DIMENSION AS-2 ARCHITECTURAL SPECIFICATIONS • • • W MECHANICAL 2014 OREGON MECHANICAL SPECIALTY CODE(BASED ON THE 2012 IMC&20121FGC) TENANT: - - _ F- ELECTRICAL 2014 OREGON ELECTRICAL SPECIALTY CODE(BASED ON THE 2014 NFPA 70 NEC) DR. DOOR - AS-3 ARCHITECTURAL SPECIFICATIONS • • • 2 00 D.W. DRYWALL U N . GAS 2014 OREGON MECHANICAL SPECIALTY CODE(BASED ONTHE 2012IMC&20121FGC) DWG. DRAWING DICK'S AS-4 ARCHITECTURAL SPECIFICATIONS • • • 10 ANN TAYLORSPORTING f r Q C . DWH. DRYWALLHEADER FIRE PROTECTION 2007 PORTLAND FIRE CODE(BASED ON THE 2007 OREGON FIRE CODE) A-1.0 EXITING PLAN • • Q >, ENERGY 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(BASED ON THE 20091ECC) 7 TIMES SQUARE D.W.S. DRYWALLSOFFIT GOODS W.WO SF Q (� 0 ADA 2014OSSCACCESSIBILITYREFERENCEDSTANDARD: ICC Al 17.1-2009 NEW YORK, NY 10036 E.C. ELECTRICAL CONTRACTOR <- '�` A-1.1 DEMOLITION PLAN • • a O >> U E.J. EXPANSION JOINT A-1.2 BARRICADE PLAN, ELEV.&SECTIONS INT. MALL • • • LU Y N w T. 212.536.4162 ELECT. ELECTRICAL _� I ( ) X Q 00 M J 3 Q o ELEV. ELEVATION =, -_ 1 ,p A-1.2A BARRICADE PLAN & ELEVATION (INT. MALL) • • • LL ,- EQ. EQUAL - _ I A-Z.1 CONSTRUCTION PLAN • • W NOTE: E.W.C. ELECTRIC WATER COOLER i' "` O Q Z � 0 ALL WORK SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES,INCLUDING, OWNER REPRESENTATIVE: EXIST. EXISTING -••--� � "-- =(R A-Z.2 FINISH PLAN • • Q LU LU BUT NOT LIMITED TO THE LATEST EDITIONS OF THE FOLLOWING •)• ) ,e , °(' CoOD F.C. FLOOR COVERING rz= I, ',t1 A13' 1 i 1.: ?z 1 %' Ali A.p,Alt 41 AIE ),. CONTACT: VICTOR KHOUEIRY F.E.C. FIRE EXTINGUISHER CABINET ( d :'I ;• 1 ' i 1 's_. A-3.1 REFLECTED CEILING PLAN • • a °r° T. 514.385.0333 X 213 F.H.C. FIRE HOUSE CABINET MACY'S A-3.2 LIGHTING / POWER PLAN • • Q FIN. FINISH i ' p „ ./; F. 514.385.1108 z4>S°S SF iA ;_ ,°, ;; ,); <�) ; , I. ,A. A-4.1 INTERIOR ELEVATIONS • • Q CATEGORY REQUIREMENT REFERENCE REMARKS FIXT. FIXTURE ' E. VKHOUEIRY@SAJO.COM FL. FLOOR/FLOORING ) ' 1 # CONSTRUCTION TYPE IIB CHAPTER FLUOR. FLUORESCENT •• A-4.2 BOH ELEVATIONS • • i "` w 0 " • • Q OCCUPANCY (M)MERCANTILE SECTION 309 RETAIL GA. GAUGE NORDSTROM A-5.1 STOREFRONT PLAN & DETAILS, SIGNAGE G.C. F,„SF OCCUPANT LOAD SEE BELOW TABLE 1004.1 .C. GENERAL CONTRACTOR GL. GLASS © - � . W,; � A-5.1A STOREFRONT PLAN & DETAILS, SIGNAGE • • LANDLORD: - © ; EXIT WIDTH SEE BELOW SECTION 1005 GWB GYPSUM WALLBOARD = A-5.1 B STOREFRONT PLAN & DETAILS, SIGNAGE • • NUMBER OF EXITS 2 SECTION 1021 MORE THAN 50 OCCUPANTS H.M. HOLLOW METAL HRDW. HARDWARE A-5.2 STOREFRONT SECTIONS, DETAILS & SIGNAGE • • DISTANCE TO EXIT MAX.250 feet TABLE 1016.1 THE MACERICH COMPANY HT. HEIGHT •I9 :;3 m.r AISLEWIDTH 44inche8 SECTION 1017 HN.A.C• HEATING,VENTILATION &AIR - '• A-5.3 ARCHITECTURAL & MISC. DETAILS • • Q CORRIDOR NOT RATED(0 HR.) TABLE 1018.1 401 WILSHIRE BLVD., SUITE 700 CONDITIONING ..�.' A-5.4 CEILING DETAILS • • • TENANT SEPARATION RATED(I HR.) SANTA MONICA, CA 90401 , USA INFO. INFORMATION I.T.F. INFORMATION TO FOLLOW A-6.1 PARTITION TYPES & CEILING DETAILS • • Q Q FINISH RATING CLASS C(ROOMS OR AREAS) TABLE 803.9 T. 310.394.6000 LTG. LIGHTING A-7.1 DOOR TYPES AND SCHEDULES MFR. • • MIN. MINIMUM N DOOR & TRANSITION DETAILS z CLASS C(OTHER FXITWAYS) TABLE 803.9 MANUFACTURER SEISMIC ZONE TENANT COORDINATOR: MUL. MULLION F-1.1 MILLWORK & FIXTURE PLAN • • Q T WIND LOAD MTL. METAL > KAREN MAYNARD N.I.C. NOT IN CONTRACT N.I.S. NOT IN SCOPE VICINITY MAP EXIT SIGNS NO MORE THAN 100FT.FROM VISIBLE POINT TO EXIT SIGN } NOM. NOMINAL DIMENSION MECHANICAL z EXIT ILLUMINATION EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON ELECTRICAL DRAWINGS MAC E R I C H N.T.S. NOT TO SCALE M-2.1 FLOOR PLAN MECHANICAL • • Q FIRE SPRIKLER SYSTEM CONTRACTOR TO VERIFY IF AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS 0 < 11411 NORTH TATUM BLVD. D.C. ON CENTER - "�' , .- +� 1 h ' I .._'•"""'°"'°� _-_ M-3.1 DETAILS MECHANICAL • • • z SPACE.CONTRACTOR SHALL REWORK AND MODIFY THE SYSTEM AS NECESSARY FOR THE NEW OPNG. OPENING --- - SPACE CONFIGURATION.MODIFICATIONS SHALL BE DESIGNED AND INSTALLED BYAQUALIFIED PHOENIX , AZ 85028, USA O.T.S. OPEN TO STRUCTURE Grr..ratsaDovns � '-'L_ - M-3.Z SCHEDULES MECHANICAL • • • o FIRE SPRINKLER CONTRACTOR,WHO SHALL PREPARE DESIGN/SHOP DRAWINGS OF THE SYSTEM n - AND SUBMIT SUCH DRAWINGS TO THE LANDLORD AND BUILDING AND FIRE DEPARTMENTS FOR T. 602.953.6526 P.O.S. POINT OF SALE on Course" ' ""' APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK SHALL BE DONE IN P.&S. POWER AND SIGNAL ,raR,p Ce1dn V -• iii1.- Imo ' M-3.3 LEGEND & SPECIFICATIONS MECHANICAL • • • z F. 602.953.6449 I a ACCORDANCE WITH NFPA,STANDARD 13,AND ANY OTHER STATE OR LOCAL CODES HAVING PWR. POWER '.VnMr.de Perk Prc�gres5 - SVi FWnns M-4.1 COMCHECK MECHANICAL • • • JURISDICTION. E. karen.maynard@macherich.com Q.T. QUARRY TILE I , w REF. REFER TO/REFERENCE SW T„vio.rri Fp.y Rd REQ'D REQUIRED dd eq SQUARE FOOTAGE / OCCUPANCY CALCULATIONS ( #H-16) REV. REVISION/REVISED PLUMBING S.C. SOLID CORE SECT. SECTION - P-2.1 FLOOR PLAN PLUMBING • • • S jjµ SPACE NAME AREA PERCENTAGE OF COMBINED COMBINED NUMBER OF S.F.C. SHOWCASE FIXTURE • ' "'^' ' - BREAKDOWN TOTAL AREA AREAS AREAS OCCUPANTS MALL MANAGEMENT: CONTRACTOR A vatip.i tumn _ P-3.1 SCHEDULES & DETAILS PLUMBING • • • SPEC. SPECIFICATIONS .-� 5cl,arre Mcuurll SALES 2 848 SF 63.4% S.S. 11X1 ` a - - STAINLESS STEEL u. ,,1„pager P-3.2 RISERS SCHEDULES PLUMBING • • • L^ DISPLAY/ENTRY 305 SF 6.8% 3 516 SF 3 516 SF/ STD$. STANDARDS n Faro WASHINGTON SQUARE 0 rn 3000X. 118 STRUCT. STRUCTURE/STRUCTURAL WARDROBING ROOMS 363 SF 8.0% T.O. TOP OF 217 w 63 00 STOCKAREA 750 SF 16.7% MANAGEMENT OFFICE TYP• TYPICAL ELECTRICAL O 9585 SW WASHINGTON SQUARE RD U.O.N, UNLESS OTHERWISE NOTED �1' ` tb m V LU N MANAGER'S OFFICE 52 SF 1.2% V.C.T. VINYL COMPOSITION TILE JE. , E-1.1 FLOOR PLAN POWER • • • 0 Q to 973 SF 973 SF/ 4 PORTLAND, OR 97223, USA . � � 0 to V.I.F.VVERIFY IN FIELD E ,k,.. , Q Z) N TOILET ROOM(S) 75 SF 1.7% 300 OCC. °,� - T. 503.639.8865 v VOLT Fa,. 4y -- --" E-2.1 FLOOR PLAN LIGHTING • • • _ � � CORRIDOR 96 SF 2.2% F. 503.620.5612 w/ - wirH E-3.1 ELECTRICAL DETAILS • • d M TOTAL SQUARE FEET 4489 SF 100% 4489 SF 122 E. roger.ott@macerich.com 2,7 ~ N w NUMBER OF P.O.S.STATIONS 3 SITE CONTACT: ROBERT OTT Q c+ '\,ar E-4.1 ELECTRICAL PANELS, RISER DIAGRAM & • • • Z Z rn 0 NUMBER OF WARDROBING ROOMS a OPERATIONS MANAGER _ Qa LIGHTING CONTROLS � DESIGN CHANGE BULLETINS (DCB) : syr ul ~ ES-1.1 ELECTRICAL LIGHT FIXTURE SCHEDULE & • • • (D O STOREFRONT WIDTH 41'-ova"t +51'-10"± #AT-026, #AT-001-054, #AT-055, #AT-056, -SWC, IZ Z HEIGHT TO BOTTOM OF STEEL #AT-059 DIVS-01 k �""'eq _ - - LEGEND Q = Z -J DECK n'-1a' tToza'-2^: #AT-057, #AT-058, ° ES-1.2 ELECTRICAL SPECIFICATIONS • • • 0 < Z J HEIGHT TO BOTTOM OF STRUCTURE 1 TO DIVS-02, DIVS-04, DIVS-05, DCB-06-EMS ARE -- -- Q Q } e ") INCORPORATED IN THIS REVISIONWASHINGTON SQUARE MALL ES-1.3 ELECTRICAL COMPLIANCE REPORT • • • EXIT CALCULATIONS DCB #AT-053 NOT INCORPORATED N FIRE PROTECTION O� U) a Q OCCUPANTS REQUIRED TOTAL WIDTH(OCCUPANT COUNT x.2") ARCHITECT OF RECORD REQUIRED NUMBER EXISTING STOREFRONT FP-2.1 FLOOR PLAN FIRE PROTECTION • • • (D Ln Z 00 122 X.2"-24.4" - LO 24.4" (2'-013/32') 2 EXITS REQUIRED DAVID A. UDKOW ARCHITECT ,._� FP-3.1 SPECIFICATIONS FIRE PROTECTION • • • 0)122 OCCP.LOAD>50 WIDTH PROVIDED NUMBER PROVIDED ! Q OR Reg.2182 72"+36"=108" 2EXITS PROVIDED ) � - (1 OPENING @ 36", 11881 N 113th Way - 1 OPENING @72") SCOTTSDALE, AZ 85258 davidaudkow@cox.net UJ cn PLUMBING FIXTURE REQUIREMENTS project n Z 2006 UNIFORM PLUMBING CODE `;i' " 2552 TABLE 2902.1 .+ $ O OCCUPANCY-MERCANTILE : 122 TOTAL OCCUPANTS z , O 122 TOTAL/2= 61 MALE AND 61 FEMALE �� s;•- t / drawn d,edc by ci� 1q WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINK C) RATIOS 1 PER 500 Occp. 1 PER 750 Ocep. 1 Per 1,000 Occp. (1) O p male female male female CONTRACTOR ` ° M n 1 Hi& 1 Lo 61 OCCP. 61 OCCP. (1 LAV.) (1 LAV.) O O (1)S.S. w"' ' Tc K W (1 W.C.) (1 W.D.) SAJO .e Y y'° 0e :C �a 17 Provided Provided Provided Provided k , W W (1 ) (1 ) (D)Hi&(D)Lo (0) 1320 BOUL GRAHAM J m VILLE MONT-ROYAL, QC, H3P 3C8 . ACCESSIBLE BATHROOMS T. 514.385.0333 X 330 w o m � � LL EXISTING 0 REMARK: F. 514.385.1108 U PUBLIC RESTROOM,DISTANCE APPROX.350 FT. CONTACT: JOHNATHAN GUERRERA REQUIRED 1 PER 15 EMPLOYEESIt I w E Q PROVIDED 1 000 f , t� n g `_ b te m U LL U RRRRR N qr r S 0 O Oo � MEP ENGINEER ®®® :51 ARJO ENGINEERS, INC. FULL SCALE(30X42): 0 1/4"=V-0" CL O 4140 Lemmon Avenue, suite 275, LB 110 HALF-SIZE=11 (105X21): 111111 Dallas, Texas, 75219-3763 o (unless otherwise noted) T. 214.520.7799 A. 214.520.7897 sheet E. BHowse@ARJOEngineers.com CONTACT: BILL HOWSE O AmOol LL zCOVER PAGE C w X U Z 0 0 CV X O nn rpt O 6 5 4 3 2 1 '44kU 1 • o co r- O UJ zs 0 Li W y / MALL COMMONfz ¢ N U.1 _ dna --- e,B AREA (INTERIOR) _ . + y m 19 B NEW LOCA OR TRA FORMER& 9 /�A✓ A5 1 1A 0 U 91 �. e' 13'-9 1T-0 • 5 2. 74 2'-11�. OELECTRI /TELEPHON ANELS -�N I 26 Y-6'414 A rIN ,.� F 37 26 1. 37 28 3" 28 261 1 f�(�N • T_, 26 37 A x-s' CORRI � HOLD R.O. HOLD R.O. 37- 26 37 9:-7: 4 4 ^' 2 ,0'S" / z 4 HOLD R.O.. . r-71- 7 26 1.. Q123 -- _ _ _ L _ HOLD R.O. LL 10-41 26 4 , 8 , `1N .-.. I,O6A N 2'-0" 06 Y 3 U b 1 5''112 y. B 6 26 ` v N PARTITION TYPE C r ',028 5. � � B 8 eo A .2 e e - B - 28 28 C B B a C -13 30 9 B e 29 3] a. 37 O I " 2-3 31-0:: 11-0° 3'-0' 215" 5 54" 61-Z" 4 tx" ne'a - - - -Ia B ^a " YYFAR TOOWORK(5) QD `B},-f'1t1. n �a - IIr � _ _ _ _ \\ _ _ _ _. li - =�vn /y ';� 9 30N 2 a ] Y- 10 J �9 LL 105 ]" -- 1 9 30 - .- N - - - - - 13 I ///��33�22��I 5'-102 C w 10'-7 28 14 h 32 s HOLD 1 5 14' A 5.3 B \ B FEATURE 1(2) Z h 2x W +3•-3, to2A' 4 q 5'-53" AC SSOORIEB(2.5) B'-71Z"MINIMUMS�� T BWIS) 10'-1 ,01 L� a 7 105 703 B -/�J� SALE 14.5) B OPP. 48 B44' 4 12 \ 0 20 NjW1YP. 2q TVP. 48 I OPP. 12 a - n' RESTROOM N 6 4 O I TYP. A-5.3 ,\1' C - - C -- C 25 6 " aGa m A5.3 TYP. 10 P' 31 \V. A-5.3 A-5.3 A5.3 y 26 :I A 121 103 104 3 10 107 3 C 11 u 9 a 5 1 5 1 6 m �26 6 29 - 8 11 i m m TYP.TYP. e,�4" A 16 1 18 17 ,9 C '^' 10 a A. o I YAP'. 1 19 24 29 CORRIDOR A.5.3 m V LINE OF 2] A-4.2 rSba 119 2'-5" ,y I O 29 9 TVP. 48 i 1 BULLNOSE \� B 29 - x L75" 1 MGR'S OFFIC 4 B N = TVP. A-5.3 AT DISPLAY 1'S• 13 122 9 30 ^a - - - - - - - - - - __ 28 \ 3 PLATFORM C b i FD �R 4 F9 1'-0'%1"DEPTH L I 0 8 ry 'r u'7 AN B 4'-5q" L 5,-5• 37 7 Ii u C 18 O N m A-0.2 04• a ,x�5� `< - - - - - - - - - - - - - - - - -- - - - - - - - - - _ - - -SIM. B Q I I- 7 3 17 -LINE OF SOFFIT A-0.1 14 B U 7d" 7.-51" 5'-3z' - - - - - - - - - - - N �\ 7\ 1LU ': E 14'-5'4 E HOLD 5,-10 ' ,� '� A•5.3 LINE OF SOfFT \ \\ - - ' SERVICE 17 Y-11" ALI N Y \\\\\\\\\ II = 00 CORRIDOR B B:RE LACE 3-5111"METAL a STILE BY 2-1/2",HEIGHT \ • \x \\\\\ I I 100 r U CV 2 I 2^ MODIFIED,BEE DETAIL € \\ \\\\\\\\\ % Q 00 C ANTEROOM I C \\ \ \ v �/ - e�- I' toe 1'-0�' I NOTE: it L ` \ \ ' �26 8 1. THE GENERAL CONTRACTOR IS TO FIELD VERIFY THE 8 \ \\I \\\\\�\ �\ p OS IV X � 8 CONTENTS OF EXISTING COLUMN BUILT-OUTS AND COORDINATE § \\ \�\\\\y i \Y O O U I; o e Y a 10 = WITH A.T. P.M. FOR FINAL COLUMN DIMENSIONS. \\ w Y N y LU . I 13 10 A�.1 s, a q 31 \ \ \\ \\ VII 1 0 J 9 Q 2. ALL COLUMN DIMENSIONS SHOWN MUST BE FIELD VERIFIED z a ¢ \\ \ \\ \ MALL COMMON L C1 ; 29 7 I 3 293 'm 3. GC TO FIELD VERIFY ALL DIMENSION AND ADVISE ARCHITECT 29 ,`\\ \ \\\ \\ _ '---- LL Q O !' 30 o s4 \ 26 AREA (INTERIOR) 0 N v f-o�^ , 9� OF ANY DISCREPANCIES. Y C T-104" HOLD C I y`y 4'-4 x 2"DEPTH T5• UJ Z B I B:RE CE 3575'METAL F- CO OSTUD BY2-1/2",HEIGHT iu -_ ] = \ GO O M I IED.SEE DETAIL m 3 WAY MIRROR 1' 1 37 Q Q O r N 11.05.920 � C 2 01.u4o C 9 - - - - 17 LINE OF BASEBOARD 35 A•5.3 -LINE OF SOFFIT A-4.1 LINE OF SOFF T -. $° BELOW(MITER CUT EDGE I' q 14 r A�'1 22 O / TO 3 WAY-MIRROR) n i 1, F B B 1 . 9 - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - _ - _ - - - - - - - - - - - _ - - _ - - - - - - - - - - - - - - - - - 17 q.-7]. 0 ,x 115 l , MITER CORNERS A 4 F.R.%5(ADA) mm 28 t3 BASEBOARD LINE OF BASEBOARD 1 V. 3'-0' 8'-04 - - - - - 11'-9' - - - - - - p-4 BELOW,COLOR SEE A-2.2 28 C SHEET C C C B 4> 1" ^ B 26 -- g 3 13 20 ovP.7SIM. 33 T-7" e 1n 0 M A-4.2 o A-4.1 O A-5.3 TVP. ZO 8 13 GYP. BD.AS SCHEDULED, 19 10 ro COLOR SEE A-2.2 SHEET - C TYP. A5.3 17 F.R.CORRIDOR 29 2 1" 1 ` P 110 C I B B.O.H. 3-0• 3-0' Vr 3'40* 3-0• 9 301 14 9 30 - 14 120 1Z' _ . 28 A-5.3 1'-1. A-s.3 9 30 7 26 1 [ 14 14 14 14 14 in 4'-9' 3'-3° 3'-3" 3'-3" 3'-3' 3'-3' 3'-3" T B B 5} 6 HOLLiF,R,p7 HOLDER.pe HOLO F.R.NS HOLD F.R,f4 HOLD F.R.p3 HOLDF.R.N2 HOLD F.R.07 ,a 28 2 •" 37 Z 10 C 6 117 14 116 115 1 113 1 112 II�� 111 Y PETITES(6) OPP. 4B 2A I 0 29 t7 106 CASUAL(6) DPP. 4B FFAT RE 2(6) Fn TVP. A5.3 A-5.3 109 TVP. A5.3 02 C ; Aa.1 A4.1 C 5 1 5 26 I B 6 35 B 35 <� 35 19 ., B a 3S r 28 28 e _ _ _ - 28 28 I iiia I U 13 19 930 - - - --- - - - -.-T - - - - - - - -.- .-. .-r_-.-_-.- - .---.- - - - - - - - - - 1 T-74 A A <A,) O A .A TA - I O A \--�� 9 26 17'-03" x..113. 19 26 q.-71.. Y-tta. 19 26 x0'-tti. n 2 i A U 12'-7"/''�� 25'A" 4 4 S'S" 2 6'S" 4 2 - - Y-B• 19 26 > 19 26 HOLD R.O. HOLD R.O. HOLD R.O. HOLO R.O. HOLD R.O. 2"•'J Z GAP KIDS ADJACENT TENANT o 6 5 4 3 2 1 C0 rA CONSTRUCTION PLAN - 0 t' 3' S' qt Lu O � ct 04 A-2.1 1/4"= 1' 0° GENERAL NOTES ❑ KEY NOTES LEGEND � Q V N DASHED LINE OF FASCIA OR COVE ABOVE, SEE RCP. REFER TO INTERIOR ELEVATION ON A-4.1 FOR ACCESSIBLE FITTING C' 1. G.C. TO PATCH&REPAIR TO NEW CONDITION ANY DEMISING 13.ALL EXISTING FIREPROOFING TO BE MAINTAINED. DAMAGE 2z ROOM BENCH INFORMATION. I- N W WALL, CORRIDOR, OR OTHER PROPERTY THAT IS DAMAGED OR REMOVAL OF FIREPROOFING MUST BE REPAIRED OR ELECTRICAL PANEL BOARD. G.C. TO PROVIDE BLOCKING AS �/ - Z N (Y DURING DEMOLITION OR CONSTRUCTION. G.C.TO MATCH ALL REPLACED AT NO COST TO THE OWNER. EXISTING WALL TO REMAIN Z I� STANDARD FINISHES. REQUIRED(SEE ELECTRICAL DRAWINGS) z3 34"HT. CASHWRAP., COORDINATE WITH CASHWRAP SHOP DRAWINGS 0 m 0 FOR LOCATION OF ACCESS PANELS Q f- � F- 14. G.C. SHALL BE RESPONSIBLE TO MAINTAIN THE 0 WALL MOUNTED FIRE EXTINGUISHER AT 36"A.F.F. (VERIFY LOCATION !� NEW CONSTRUCTION � Z 0 co co 2. (NOT USED) STRUCTURAL,ARCHITECTURAL AND FIRE-RATED INTEGRITY OF WITH INSPECTOR). PROVIDE WATERPROOF MEMBRANE AT ALL WET AREAS. EXTEND MIN, DEMISING WALLS, FLOOR SLAB, BEAMS, COLUMNS AND ROOF 24 OF 48"UP ALL WALLS. X❑ NOTE TAG, REFER Q = 0 0 3.ALL DIMENSIONS SHOWN ARE FROM FINISH FACE TO FACE STRUCTURE. 0 FIRE EXTINGUISHER INSTALLED IN FIXTURE. TO KEYED NOTES U) Z J PARTITIONS ALPARTITION OR L ROUGH OPENINGS AND FINISHEAY LIGHT OF FRAME.WHEN DNG OUT WALL CASE 15. PROVIDE FIRE EXTINGUISHER (FEC)WITHIN 75 FEET TRAVEL z5 PVC TUBE TO HOUSE AS-BUILT DRAWINGS z � Q Q Q LINE INDICATES BUILT-IN MILLWORK, REFER TO ELEVATIONS, SHOP AO- PARTITION TYPE SYMBOL& LETTER F- DIMENSIONS SHALL BE COORDINATED/CONFIRMED WITH DISTANCE OF ALL POINTS IN THE OCCUPANCY. INSTALLED DRAWINGS AND FIXTURE PACKAGE FOR MORE INFORMATION. z6 LEASE LINE REFER TO SHEET A-6.1 FOR PARTITION TYPES AND DETAILS MILLWORK. LOCATIONS TO BE APPROVED BY ARCHITECT. 0 � 0 Z SEE A-4.2 FOR BACK OF HOUSE AREA. INSTALL NEW PLUMBING FIXTURES : G.C. IS RESPONSIBLE FOR ALL 700 DOOR NUMBER. REFER TO SHEET A-7.1 � U) D_ Q 4.ANY PARTITIONS NOT TAGGED SHALL BE CONSTRUCTED AS 16. G.C. SHALL PATCH AND REPAIR EXISTING SURFACES AS zT (,r to FLOOR AND WALL PENETRATIONS FOR MECHANICAL, ELECTRICAL OR NOTED FOR GENERAL PARTITION TYPE C. NECESSARY BEFORE APPLYING NEW FINISHES. ALL SOFT, Z o0 POROUS, FLAKING OR OTHERWISE DEFECTIVE FINISHES WILL NEW STORE FRONT CONSTRUCTION; REFER TO A-5.1 SERIES PLUMBING WORK. L PENETRATIONS SHALL BE CUT THROUGH = FLOORING, OR MALL STRUCTURE WITHOUT PRIOR AUTHORIZATION BY 5. DIMENSIONS INDICATED THUS: BE REMOVED BEFORE APPLICATION OF NEW MATERIALS. 5 SEE GENERAL NOTE 11 ON A-2.2 FOR EXPOSED WALL PARTITION THE OWNER AND MALL MANAGEMENT. G.C. SHALL SCAN EXISTING ��II OPENINGS,VOIDS OR UNFINISHED SURFACES CREATED BY FINISH LEVELS. COORDINATE WITH AT CONSTRUCTION MANAGER. CONCRETE SLAB BEFORE ANY DEMOLITION. DEMOLITION TO BE < j �3'-0" REMOVAL OR MODIFICATION OF EXISTING WORK SHALL BE HOLD FILLED OR PATCHED AND FINISHED AS NECESSARY TO MATCH COORDINATED AND APPROVED BY LL. CONTINUOUS SURFACES. FLOOR SURFACES AT ENTRY SHALL FURR OUT AROUND EXISTING STRUCTURAL COLUMNS-SEE DETAIL MUST BE EXPLICITLY HELD-NO EXCEPTIONS. BE LEVELED TO ASSURE SMOOTH SURFACE FINISH FLOOR (14/A-5.3) 2B SALES AREA: PROVIDE BLOCKING BETWEEN STUDS BEHIND STELLA INSTILLATION. FIXTURE'S FOR INSTALLATION OF WALL MOUNTING SHELVING AND 6.ALL FRAMING LUMBER, PLYWOOD AND CONCEALED WOOD 0 REFER TO A-6.1 FOR PARTITION TYPES AND DETAILS STELLA STEEL TUBE. REFER TO STELLA SHOP DRAWINGS FOR EXACT U) LOCATION OF BLOCKING. LLI SHALL BE FIRE RETARDANT TREATED (F.R.T.)-NO WOOD IN 17.ALL COLUMN FURRING TO BE SQUARE TO ALLOW FOR FLAT NOT USED 2 CEILING PLENUM OF ABOVE SPRINKLER COVERAGE. MIRROR EVEN IF THE EXISTING STRUCTURAL COLUMN IS project no, EXISTING MALL STRUCTURE(COLUMNS AND STEEL DECK) IN STEEL: �I U ROUND. SEE DETAIL14/A5.3. POWER AND DATA CONDUIT STUB UP V-0" FROM THE BACK OF THE 25 G.C. SHALL PROTECT AND REPAIR ALL DAMAGE DURING 2552 Z 7. PROVIDE METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS 12 PERIMETER WALL FIXTURE UNITS AND CENTERED ON THE CONSTRUCTION TO REQUIRED FIREPROOFING. AND ANY OTHER WALL-MOUNTED EQUIPMENT. COORDINATE 1 B.ALL PENETRATIONS SHALL BE CORE BORED ONLY. SAW O BACKWRAP AND CASHWRAP. COORDINATE LOCATION OF ACCESS drawn check by ALL BLOCKING REQUIREMENTS NECESSARY FOR MILLWORK CUTTING, JACK HAMMERING,AND TRENCHING IS STRICTLY cV PANELS FOR CONDUIT TRENCH. STRUCTURAL COLUMNS : GC TO REPAIR ALL DAMAGE TO REQUIRED X WITH MILLWORK SUPPLIER. PROHIBITED.ALL PENETRATIONS SHALL BE SLEEVED, SEALED, 3o FIREPROOFING TO MEET ALL STATE, FEDERAL AND LOCAL CODES. o FIRE STOPPED,AND WATERPROOFED.THE PENETRATION a PROVIDE BLOCKING (5/8"PLYWOOD) BEHIND DRYWALL FOR C:) 8. G.C. SHALL LEAVE NO GAPS AND FILL SOLID TO PIPING AND SLEEVE SHALL EXTEND A MINIMUM OF 4"ON EITHER SIDE OF INSTALLATION OF HANGING FRAME LOCATION OF FLOOR CORING FOR NEW CASHWRAP CONDUIT AND DUCTWORK TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE SLAB AND BE LABELED WITH THE REQUIRED NFPA RATING. at SENSORMATIC ANTENNA. SEE GENERAL NOTE#18 FOR PENETRATION p DEMISING WALLS AND MAINTAIN FIRE SEPARATION AS TENANT GC. SHALL VERIFY THAT WORK SHALL NOT CONFLICT PROVIDE BLOCKING AT FITTING ROOM WALLS BEHIND HANGING NOTES. G.C.TO PATCH AND REPAIR EXISTING CONCRETE SLAB TO i W REQUIRED. WITH ANY EXISTING STRUCTURAL, UTILITY, OR OTHER 19 BARS, MIRROR BASE,AND AT ACCESSIBLE BENCH LOCATIONS ONLY. RECEIVE NEW FLOOR FINISHES. ALL CONCRETE PATCHING MUST BE z 95 p UNDER-SLABCONDITION. REFER FIXTURE PLAN SHEET F-1.1 FOR EXACT LOCATIONS AND LEVEL WITH THE EXISTING CONCRETE FLOOR. O 4 W 9. CONVENIENCE OUTLETS MOUNTED AS REQUIRED BY SHEET A-4.1 FOR HEIGHT. J APPLICABLE REGULATORY REQUIREMENTS U.O.N. y s OPEN AT ATTIC LEVEL ABOVE (ATTIC ABOVE RESTROOMS AND MGR a 00 CONVENIENCE OUTLETS TO MATCH ADJACENT WALL COLOR AS 32 3 1s NOT USED OFFICE FOR STORAGE) J REQUIRED. OUTLETS TO BE LOCATED SO AS TO BE AS � y J INCONSPICUOUS AS POSSIBLE. m e 15 PROVIDE BLOCKING FOR ALL RESTROOM FIXTURES AND 33 CREDIT CARD FRAME 05-035, PROVIDE BLOCKING. 3 r t o on ACCESSORIES. y 5 rc m 2 10. G.C. SHALL BE RESPONSIBLE FOR COORDINATING WITH REPAIR FINISHES AT EXISTING NEUTRAL PIER AFTER THE c m a E UQ, OWNER ON ALL WORK TO BE PERFORMED BY THE OWNER. ANY 34 POTENTIAL CONFLICTS OR DELAYS CAUSED BY THE OWNER'S PROVIDE BLOCKING BETWEEN STUDS FOR BACK OF HOUSE OFFICE INSTALLATION OF THE NEW STOREFRONT,TO INCLUDE NEW 3/4" 0 0 o a Q T PC OR ANY STANDARD. REFER TO SHEET A-4.2 FOR BOH PLAN AND ALUMINUM VERTICAL REVEAL CHANNEL AT LEASELINE. TENANT SUBCONTRACTORS MUST BE DOCUMENTED IN WRITING TO THE ELEVATIONS FOR LOCATION. FINISHES MUST COVER THE TENANT'S HALF OF THE NEUTRAL PIER o o c OWNER BEFORE THE DELAY IS ACTUALLY INCURRED FOR IT TO v v v D AND TERMINATE AT THE REVEAL CHANNEL. e 3 0 BE CONSIDERED OTHERWISE THE G.C. WILL BE RESPONSIBLE Q PROVIDE BLOCKING BETWEEN STUDS BEHIND MANAGER'S DESK CONSULT AND COORDINATE WORK WITH LANDLORD FOR EXACT R y U FOR MEETING THE SCHEDULE AS OUTLINED IN THE CONTRACT a AND SHELVING ABOVE. REFER TO SHEET A-4.2 FOR BOH PLAN AND FINISH REQUIREMENTS. SEE STOREFRONT DETAILS PAGE A-5.1 ? ooSSS ~ 11. G.C. SHALL SUPPLY ALL MATERIALS, LABOR& ELEVATIONS FOR LOCATION. SERIES. ®® • G.C. TO REPAIR ANY DAMAGE TO THE PIER DURING CONSTRUCTION Q COORDINATION REQUIRED FOR THE INSTALLATION OF ALL EXISTING DEMISING WALL TO REMAIN. PROTECT DURING ALL TO"LIKE NEW'CONDITION. LL OWNER-SUPPLIED ITEMS AS DESCRIBED IN THE DOCUMENTS, 9 FULL SCALE(30X42): 0 U.O.N. PHASES OF CONSTRUCTION. na - G.C. TO PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE 35 REFER TO MIRROR SHOP DRAWINGS FOR EXACT LOCATION OF t74"=1'-0" RATING, ENTIRE PERIMETER AND PENETRATIONS (DUCTWORK, BLOCKING.SEE ELEVATIONS SHEET A-4.1 & SHOP DRAWINGS TO O 12. G.C. IS RESPONSIBLE FOR ALL FLOOR AND WALL PIPING, CONDUIT, ETC.)THROUGH DEMISING WALL SHALL BE VERIFY MOUNTING ATTACHMENT LOCATIONS. HALF-SIZE(15X21): PENETRATIONS FOR MECHANICAL, ELECTRICAL OR PLUMBING FIRE-SEALED PER UL RATING REQUIREMENTS. ,r6"=1'-0" O WORK. ALL SUCH OPENINGS SHALL BE FRAMED AND (unless otherwise noted) - G.C. TO PATCH AND REPAIR AS REQUIRED TO PREPARE TO EXHAUST VENT, FLOOR DRAIN,AND CLEAN-OUTS TO BE PROVIDED IN � REINFORCED. NO PENETRATIONS SHALL BE CUT THROUGH RECEIVE NEW FINISH BY ANN TAYLOR. 36 RESTROOM PER LANDLORD TENANT CRITERIA DEMISING WALLS, FLOORING, OR MALL STRUCTURE WITHOUT sheet PRIOR AUTHORIZATION BY THE OWNER AND MALL ADD FURRING BEHIND BACKWRAP AS REQUIRED,TO MAINTAIN DOUBLE METAL STUD POST AND BOX BEAM HEADER. SEE MANAGEMENT. m TYPICAL SOFFIT DEPTH ON 3/A-6.1. 37 STOREFRONT PLAN ON SHEET A-5.1, A-5.1 A,A-5.1 B. Am2ml U_ O 21NOT USED z CONSTRUCTION X PLAN D- CD LU M U Z DRYWALL GRID SYSTEM Nvoe� o 000vo 0000 0 000 o 0O0 oe ( J XSPIP p 8 LG.PLAN 4-3.1 O p 8 B.O.GYP.BD.CLNG. O °/f'COX FIRE RATED C/`� O PLYWOOD.EWSATTACH 1 A STUDSP.BD.ONMETAL 4�l•t�/ w/08 SCREWS AT I2" �9 STUDS CEILING AS SCHEDULED �\Y Y J ce) SUSPENDED LIGHT COVE O.C. w �A r IS INDEPENDANT FROM 9" 9' T A.F.F. 9'-0" O THE GYPSUM CEILING INSIDE OF COVE T/0 PLATFORM TIO PLATFORM YO "� W SLOT LINEAR,2"OPENING - - + - - - - p p FOR HVAC SUPPLY W/ VO 2"x 2"STAINLESS PLENUM BOX BEHIND, Q U STEEL CORNER O p p SEE MECHANICAL PLAN LSK-1;NEW CONTINUOUS ¢ , METAL COVE GUARD LIGHT UPLIGHT CHANNEL MIN.(4)#B SCREWS; N Cl) Q t TYPSUPPLIED, . (COLOR:WHITE) 0 F- INSTALLEDAND Y"COX FIRE RATED _ _ _ --- - --�/l SEE ELECTRICAL PLAN n r------ -- SUSPENSION SYSTEM CJ ' PAINTED BY GC. PLYWOOD.ATTACH w/#5 METAL ANGLE BEAD ` p A�`l Ltd (METAL C VE 6"x 18 GA METAL SCREWS AT 12"O.C. N OR J MOLDING p-0" DRV WALL GRID SYSTEM `N (Y�e/Y 6"x 18 IS METAL STUD 3" lj/� {J-/�/T -4 O � iCHANNEL 18 GA - STUD CEILING BLACKD SID JOISTS®12'O.C. CEILING JOISTS 12"O.C. ° 47 Qo a o e v o vo � ee I 'N' 000voovo e UL. T C A.F.F. 8'HY � L'= o o = 0 0 o TIO ACT CEILING T/O ACT CEILING i + MIN.(3)#8 SCREWS;TYP. 3 T"x 20 12 METAL r4o � / STUD�12"O.C.W/ GYPSUM BOARD WHITE PAI WHITE PAINT GYP.BD.PER WALL 31"X 20 GAMETAL STUD® e q ® 0 0 0 0 0 0 0 0 0 o e o 0 o e 5/8"GYP.BO. X• D. 5/8"GYP.BD.ON T-BAR 12"O.C.W/GYP.BD.PER � GRID SYSTEM AS� -__ Q SCHEDULED METAL ANGLE BEAD METAL ANGLE BEAD TYPE o e e e e CEILING a e e e v e a OR J MOLDING OR J MOLDING (FOR ELEVATION, WALL TYPE SEE CEILING PLAN) _. _- V-D"A.F.F. SEE EXISTING EXPANSION O T B.O.GY .B0.CLNG. JOINT AT FLOOR SLAB AI-B:MINI HORIZONTAL HOUSING BLOCKING FOR FIXATIONS UL LED TRACK FIXTURE UL SEE ELECTRICAL PLANCK), DRYWALL GRID SYSTEM Z CEILING AS SCHEDULED d 3 LIGHT COVE DETAIL 12 ATTIC SECTION DETAIL 11 ATTIC SECTION DETAIL 10 LIGHT ALCOVE AT MAIN FLOOR 9 CEILING EXPANSION JOINT DETAIL A-6.1 3" = 1' 0" A-6.1 1-1/2" = 1' 0" A-6.1 1-1/2" = 1' 0" A-6.1 3"= 1'0" A-6.1 3" = 1' 0" GENERAL CONSTRUCTION NOTES BLOCKING IN CEILING SUSPENDED CURTAINROD 1.ALL INTERIOR WALLS, INCLUDING PARTITIONS, CURTAIN WALLS& DEMISING WALLS SHALL BE FRAMED WITH METAL STUDS COVERED WITH AT LEAST 5/8"GYPSUM BOARD. THE TENANT SHALL NOT CONSTRUCT ANY VERTICAL METAL TURD DRYWALL MAIN BEAM PER BRACE TO STRUCTURE MANUFACTURERS CONCRETE BLOCK WALLS EXCEPT WHERE REQUIRED BY FIRE OR BUILDING CODE. EXISTING STRUCTURE SPECIFICATIONS VERTICAL METAL STUD 2. PARTITIONS SEPARATING LEASED PREMISES: THE PARTITION SHALL BE CENTERED UPON THE LEASE LINE Z DRYWALL CROSS TEE PER BRACE TO STRUCTURE 0 16 GA TRACK WITH 3"LEGS MANUFACTURERS L j BETWEEN DEMISED PREMISES& SHALL BE CONSTRUCTED OF STEEL STUDS WITH ONE LAYER OF 5/8"GYPSUM SPECIFICATIONS TAPED AND FLOATED ON EITHER SIDE OF THE STEEL STUD. LANDLORD SHALL PROVIDE METAL STUDS, (2)#10 SMS o =2 - BOARD GYPSUM BOARD SHALL BE PROVIDED BY TENANT. THE WALLS SHALL EXTEND FROM THE FLOOR TO THE o o o _ 00 e 000 o Odlo 2 oo e UNDERSIDE OF THE DECK ABOVE& SHALL BE CONSTRUCTED IN A MANNER THAT WILL PROVIDE A 1-HOUR U.L. FIRE SEE CLO.P AN A-3.1 �6 TEE CLG.PLAN 4.3.1 Lo � RATING AS PER LOCAL CODE(UL U 465) CLNG. 9'-0"GYP.ALF.FB.O.GYP.BD.CLNG. 3-5/8'20 GA METAL STUD 1" FINISH CEILING AS B.O.GYP.BD.CUING. Q T 00 C FRAMING @ 16^O.C. SCHEDULED it ` 518"GYP.BD.WITH SKI X 3. REFER TO CONSTRUCTION PLAN AND MILLWORK DETAILS FOR EXTENTS OF STRUCTURAL WALL BLOCKING; G.C. conn PLASTER,TYP. FINISH CEILING AS > 0 2)#10 SMS AT EACH STUD LINEAR DIFFUSER,i" 1 CEILING MOUNTED METAL SCHEDULED O O > TO PROVIDE AS REQUIRED. OPENING FOR HVAC BRACKET U Y L W 1-1/2"x 18 GAUGE FLAT METAL PLAINLY,SEE MECHANICAL 1" 1" SUSPENSION ROD a0 C7 J 5.ALL METAL STUDS 20 GA-TYPICAL NON-LOAD BEARING PARTITIONS. SEE USG STEEL FRAMED DRYWALL 1 3 I 5/8"GYP.BD.ON METAL u 00 cr O STRAP BRACING AT 4'-0"ON SUSPENDED CURTAIN ROD STUDS SYSTEMS"LIMITING HEIGHT-STEEL STUD ASSEMBLIES CHART." CENTER MAX.AT EXPOSED BLOCKING AS REQUIRED O N r Y "4 METAL STUD FRAMING I 4 (~j Q 6) Z O 6.ALL GYPSUM BOARD SHALL BE 5/8"TYPE'%' UNLESS OTHERWISE NOTED. a o o e o STUDS ED.ONMETAL I I A-3.1 FITTING ROOM CURTAIN o = _ 0 cp 0 7. PROVIDE DRYWALL TRIM ALL EXPOSED EDGES &CORNERS. T FlTrwc Roots cvPsuM BD. U Q U p00 ip SEE DETAIL A-6 1 SEE CLG.PLAN 4-3.1 PARTITION SEE CLG.PLAN A-3,1 Q Q 0 0 .O B.O.GYP,BD.CLNG. I A-5.3 B.O.GYP.BD.CLNG. 8. PARTITIONS SEPARATING TOILET ROOMS AND PARTITIONS SEPARATING MANAGER'S OFFICE TO RECEIVE SOUND ATTENUATION INSULATION,TYP. STTRRANRRNATEBRACETO I 20 FITT ROOM F.R.CORRIDOR 9.ALL PARTITIONS OCCURRING AT BATHROOMS 'WET WALLS'TO BE SHEATHED WITH FIRE-RESISTANT& MOLD-RESISTANT DRYWALL OR CEMENT BOARD, TYP. 10. IF NOT ALREADY EXISTING,TENANT MUST PROVIDE A SEALED PARTITION ABOVE THE STOREFRONT TO S PARTITION AT STRUCTURE G ANTEROOM SOFFIT TRANSITION 5 FITTING ROOM ENTRY 4 FITTING CORRIDOR SOFFIT TRANSITION SEPARATE THE COMMON AREA CEILING FROM THE TENANT'S SPACE WHICH SHALL BE RATED AS REQUIRED BY CODE.VERIFY WITH MALL REQUIREMENTS. A-6.1 3" = 1' 0" A-6.1 3"= 1' 0" A-6.1 3"= 1' 0" A-6.1 3" = 1' 0" 11.WALLS AT PERIMETER BOH, SHALL HAVE GYP. BOARD TO STRUCTURE AND INSULATED IF NO CEILING IS INSTALLED. 12.ALL GYP. BD.AREAS TO BE PREPARED FOR TYPE 5 FINISH, EXCEPT B.O.H. CHANNEL MOLDING + + �ROOF STRUCTURE Interior Framing Limiting Heights (Non-load Bearing) 16 GAUGE CLIP ANGLE ATTACH < TO BRACE WITH(3)#10 SHEET 0 METAL SCREWS. ATTACH TO O = = e e e e = O _O_ _ 25Gauge(28 mill 20 Gauge 33 mill + ROOF STRUCTURE NTHHEET METAL e e = e o v e o .�I e v Ili o O Allowable 4 014 SCREWS p d O o 6 `U SEE CLG.PIANA3.1 B.O.STRUCTURE U Stud Design 0.01799 min. 0.03299 min. OR 0 B.O.GYP.BD.CLNG. Spacing Limit Deflection 0455 mm min. 0.ffi6 mm min. i;; (4).180 DIA.(HILTI OR EQUAL FILL DECK VOIDS WITH FIRE � POWER SHOT DRIVEN PINS SAFEING INSULATION AND 0 Stud Depth in. in. ft.-in. mm ft.-in. mm WHERE METAL DECK WTH D 5/8"GYP.BD.ON T-BAR #12 HANGER WIRE TO FULLY SEAL BOTH SIDES AT } 1< 1-5/8(162S125-18/33) 24 5 L/360 7-1 2160 7-8 2030 CONCRETE FILL OCCURS) �O STRUCTURE RATED FOR PARTITIONS WHERE U GRID SYSTEM AS HOUR 1-5/8 1625125-18/33 16 5 1360 8 2 2490 g 5 (]570 SCHEDULED ATEDAREQUIRED FOR I ,UL IM65 2 90° I, p RATED ASSEMBLY,UL N465 j 2-1/2 2505125-18 33 24 5 360 9.3 2820 10-0 3050 V ` p BLOCKING AS REQUIRED EXISTING METAL DECK Z 2-1/2 2505125-18/33 16 5 1360 9-10 3000 11-2 340D METAL STUD BRACE STAGGERED LINEAR O (ALTERNATING)AT 4'-0"O.C. FLUORESCET LIGHT 3-5/8 3625125-18/33 24 5 1360 11-7 3530 ]2-9 3890 BRACE TO BE SAME SIZE AND FIXTURES WITH 4"MIN. 7/4"DIAMETER KB-3 AB,2"MIN, I2' 3-5/8 362S125-18/33 16 5 L/360 12-4 3760 14-3 4340 + GAUGE ASWA L STAGGERED. EMBED TO SLAB AT 24"O.C. W ^v PUSH UP,SCRIBE,ANO USE(2)#14 AT METAL DECK Z 4 4005125-18/33 24 5 1360 12-4 3760 14-3 '4340 p NOTCH MILLWORK WITHOUT CONCRETE FILL U 4A + + `n" 76 GAUGE CLIP ANGLE, p VENDOR PANEL(A-04)OF 16 GA TRACK WITH 3"LEGS N 4 4005125-18/33 16 5 1360 13-4 4060 15-11 4850 ATTACHE TO BRACE AND TOP ADJACENT WALL UNIT AT 0 1 ' STUD TRACK WITH(3)010 SHEET BOTH ENDS OF BACKWRAP DRYWALL MAIN BEAM PER 6 60DS125-18/33 24 5 y 360 16-9 (5110 18-10 5740 METAL SCREWS TO CREATE FINISHED MANUFACTURERS SURFACE-TOUCH UP WITH SPECIFICATIONS 6 6005125-18/33 16 5 1360 17-11 5770 21-4 6500 18 GAUGE STUD TRACK "DUNE WHITE"AS DRYWALL SCREWS. ATTACH GYP. i REQUIRED BD,TO STUDS ONLY, DO NOT DEMISING WALL.FUR DRYWALL CROSS TEE PER SCREW WITHIN 2"OF BOTTOM OF Notes:The numbe r fol I owi ng the stud depth is a new i nd ustry-wide product i denti f ication,created by the Ion OCCURDEDAC.T.WHERE 4: OUT AS NEEDED MANUFACTURERS DEEP LEG TRACK,ypicel OCCURS SPECIFICATIONS Steel Stud Manufacturers Association;the number identifies the member depth,style,flange width and material FULL HEIGHT PARTITION thickness in mils. ee _ ® ® CHANNEL MOLDING e a e'-81/2"A.FT. B.O.GYP.BD.CLNG. U) This limiting heights data is from ASTM C754,USG presents this information only as a reference,and will not be VARIES 6 0 0 � � responsible for the performance of walls based on this table. Consult current information from ASTM C754 and SSMA ARMSTRONG CEILING SYSTEM VARIES-SEE CEILING PLANA .1 =o _ ____ __ _ 0) 00 (Steel Stud Manufacturers Association),and the stud manufacturers for limiting heights characateristirs of their WHERE OCCURS particular products. 5/8"GYP.BD.ON FINISHED CEILING T-BAR GRID SYSTEM 5/8"GYP.BD.WITH SKIM O .... W Q N PER WALL TYPE AS SCHEDULED COAT PLASTER,TVP. Umiting heights apply to walls constructed with minimum 1/2" (12.7 mm)thickness of gypsum board and with a Q Z � N minimum of one full-height layer on both sides of the stud framing. 0 7 ALTERNATE BRACE TO STRUCTURE 3 LIGHT ALCOVE AT CASHWRAP DETAIL 2 TYPICAL CEILING SECTION DETAIL - FRONT OF HOUSE 1 DETAIL - DEMISING PARTITION UL # 465 H CO N W Limiting heights are based on tests conducted with gypsum board attached with screws spaced 12" (305mm)o.c. _ > - 0' Z N to framing members. - 5 0 0 4-6.1 3' = 1 0" 4-6.1 3' - 1'0" A$.1 3"= 1' 0' A�fi.1 3"= 1' 0' < � � F- W (D 0 U) 0 < Too Z o A-0.11 4-8.1 / 48.1 / A-fi.i 4.8.7 / 4-6.1 / 4-6.1 / 4-6.1 Z j F- Q SIM. \ / \ SI \ SI \ SIM. \ SI \ SI \ S1 \ \ >> 00 Q TOP CHORD OF STEEL TOP CHORD OF STEEL /�- Z TOP CHORD OF STEEL FINISHED CLING.ELEV. / FINISHED CLNG.ELEV. 11'-0"AFF EF.A-3.1 FOR HOT. - 5/W TYPE'X' + /8"TYPE W GYP. /8"TYPE'X'GYP. Yq;R:EFA.F3 /8"TYPE'X'GYP. i , 8"TYPE W GYP. U) GYP.BD.TO BD.TO 6"ABOVE 80.TO 6"ABOVE0.TO 6"ABOVE BD.TO W ABOVE V'ABOVE FINISHED FINISHED CEILINGINISHED CEILING FINISHED project no. FINISHED CEILING CEILING U CEILING 2552 Z 0 b m 0 SLIO SOLID SURFACES' FINISHED CLNG.ELEV. FIMSHED CLNG.ELEV. FINISHED CLNG.ELEV. FINISHED CLNG.ELEV. CLING.ELEV. FINISHED CLNG ELEV. FINISHED CLNG.ELEV. FINISHED CLNG.ELEV. FINISHED CLNG.ELEV. dLBWn check by ON FIREEDULED REF,A-3.1 FOR HGT. REF.A 3.7 FOR HGT. REF.A-3.1 FOR HGT. REF.A 3.1 FOR HGT. 1 FOR HGT. REF.A3.1 FOR HGT. REF.A 3.1 FOR HOT. REF.44,1 FOR HGT. REF.A-3.1 FOR HOT. JG JG X RATEDCEILING AS AS CHEDULED CHEDULED CHEDULED SCHEDULED r N O PLV WOOD CEILING AS CEILING AS CEILING AS CEILING AS O CEILING AS CEILING AS EILING AS 6 SCHEDULED SCHEDULED SCHEDULED SCHEDULED SCHEDULED fYI V FIRE RATED SAL"TYPE"%" "TYPE"X" 5/8"TYPE"X" "TYPE"%" "TYPE"X" "PLYWOOD "PLYWOOD ON uaJ LEASE LINE PLYWOOD ON GYPSUM GYPSUM BOARD, GYPSUM BOARD GYPSUM BOARD, GYPSUM BOARD. BOTH SIDES w METAL STUDS BOARD,ONE BOTH SIDES BOTH SIDES ONE SIDE ONLY W SIDE ONLY (OMIT GYP.80. 0 MILLWORK SOFFIT STOCKROOM RESTROOM (OMIT GYP.BD. /8"PLYWOOD WHERE ADJACENT TENANT ANN TAYLOR 0 Ltf 641/2"AFF WHERE PARTITION IS Ll.l PARTITION IS CONCEALED BY w J - CONCEALED BY FIXTURE) SR"TYPE"X" m - FIXTURE) GYPSUM BOARD w w 5/8"TYPE'%'GYP. "TYPE'%'GYP. /8"TYPE'X'GYP. "TYPE A'GYP. J BD.(USE WATER BO.(USE WATER B0.(USE WATER BO.(USE WATER m y a J RESISTANT GYP. RESISTANT GYP. RESISTANT GYP, RESISTANT GYP, DEMISING WALL o m p BO.AT TOILET BD.AT TOILET BO.AT TOILET BD.ATTOILET ; 3 F "✓'i U. ROOM ROOM LOCATIONS) ROOM LOCATIONS) ROOM LOCATIONS) y 5w E ,ZZI LOCATIONS) v ¢ a a ~33 4 U -SOUND BATTING d Y SOUND 5/e"TYPE'%' - INSULATION AT O 0 O iL 5/8"PLYWOOD BATTING --SOUND BATTING OUND BATTING SOUND BATTING GYP.BD.TO TOILET ROOM AND r Q 3-5/8'20 GA.METAL - INSULATION AT INSULATION AT INSULATION AT OFFICE LOCATIONS - INSULATION w w Cu TOILET ROOM DECK w/FIRE TOILET ROOM TOILET ROOM AND STC 50 MIN.OR GREATER) N N y _ STUD FRAMING® TAPE SEAMS. ONLY o 0 0 16"O.C. LOCATIONS AND OFFICE - OFFICE LOCATIONS O O o 0 D _ ONLY LOCATIONS ONLY ONLY METAL STUD FRAMING ,o ,o ,o U �u TUU 20 GA.METAL Q _ STUD FRAMING MET 20GA. N N N R U 3-5/8"20 GA. 16"0.0(BOX METAL STUD �, 9 d O METAL STUD STUDS) FRAMING 016" c c c F- 35/8"20 GA.METAL 6"20 GA METAL FRAMING® 34/8"20 GA.METAL 34/8"20 GA. O.C. 3 5 8"20 GA.METAL -3-518"20 GA.METAL STUD FRAMING 0 STUD FRAMING 16"O.C. STUD FRAMING 0 16" METAL STUD ETAL SHEET STUD FRAMING a STUD FRAMING @ - CONTINUOUS PERIMETER ®4 Q 78"O C a 16"O C O.C. FRAMING 0 16" BLOCKING,GA20, 16"O.C. 16"O.C. SEALANT BOTH SIDES AT O.C. BOTH SIDES RATED PARTITIONS UL CONTINUOUS CONTINUOUS ONTINUOUS ONTINUOUS ONTINUOUS ONTINUOUS WHERE REQUIRED FOR 1 PERIMETER PERIMETER PERIMETER CONTINUOUS ONTINUOUS PERIMETER PERIMETER PERIMETER HOUR FIRE RATED FULL SCALE(30X42); 0 BASE AND FLOOR SEALANT SEALANT SEALANT ERIMETER PERIMETER SEALANT SEALANT SEALANT ASSEMBLY,UL#465 1/4"=p-0" 0. FINISH AS SEALANT SEALANT O SCHEDULED BASEAND HALF-SIZE(15X21): - BASE AND FLOOR BASE AND FLOG SE AND FLOOR ASE AND FLOOR ASE AND FLOOR FLOOR E AND FLOOR ASE AND FLOOR BASE AND FLOOR FINISH AS FINISH AS FINISH AS FINISH AS 11 TL FINISH AS FINISH AS SCHEDULED UL SCHEDULED UL FINISH AS SCHEDULED (UDIBBS OBhefWise noted) - SCHEDULED SCHEDULED SCHEDULED SCHEDULED SCHEDULED SCHEDULED SCHEDULED SCHEDULED z I I ANI AN sheet U F MILLWORK PARTITION F1 NON RATED PARTITION E PLUMBING CHASE PARTITION D SMOKE BARRIER PARTITION C NON RATED PARTITION C1 NON RATED PARTITION C2 NON RATED PARTITION B DW FURRED OUT PART. B1 PW FURRED OUT PART. B2 PW FURRED OUT PART. A 1 HR. FIRE RATED PARTITION Am601 � FITTING ROOM PARTITION TYPES & Z d CEILING DETAILS A-6.1 1 1/2"= 1'0" A-6.1 1 1/2" = 1' 0" A-6.1 1 1/2"= 1'0" A-6.1 1 1/2"= 1' 0" A-6.1 1 1/2"= 1'0" A-6.1 1 1/2"= 1' 0" A-6.1 1 1/2"= T 0" A-6.1 1 1/2"= 1'0" A-6.1 1 1/2"= 1' 0" A$.1 1 1/2"= 1'0" A-6.1 1 1/2"= 1'0"