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Plans (46) BU P2019-00093 IRESPONSIBILITY MATRIX GENERAL OFFICE t) 0 ff31.° Ce DEPOT ,. ,y 1111 (111 /111O LANDLORD CONTRACTOR DEPOT aw = ■ ■ � . ' ■E zs jS -. z Oa zZ QO WQyaN . Na hv • o ITEM/DESCRIPTION z ? I z z z a REMARK B A R R Y JAY <' EXTERIOR ADA REQUIREMENTS I GREENBERG Y TRASH & RECYCLING CONTAINERS 6 ARCHITECT LOADING DOCK EQUIPMENT 6 • • o FREE STANDING SIGNS 6 • o I EXTERIOR BUILDING SIGNS 6 2710 Sutton Blvd . WORKONOMY HUB WALL SIGN •• RECEIVED J FACADE & ENTRANCE CANOPY St. Louis, MO 63143 w • www . adg - stl . com EXTERIOR GLAZING 6 6 Am 5060 svv (APR 2 5 2019 P:: 3 1 4 . 6 4 4 . 1 2 3 4 N I WINDOW FILM VESTIBULE T! 1-.. D , \Ny , CITY OF GARD 314 . 644 . 4373 Y. BUILDING DIVISION co EXTERIOR AUTOMATIC SLIDING DOORS 6 • 16 i INTERIOR AUTOMATIC SLIDING DOORS j • ALL ARCHITECTURAL AND ENGINEERING DRAWINGS __ GARD N i- -- - -- ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE EXTERIOR DOORS 4 6 6 6 REFER TO PLANS FOR EXISTING DOORS TO--REMAIN. MADE WITHOUT PRIORWRITTEN CONSENT OF THE ARCHITECT. AL1 COMMON LAW RIGHTS OF INTERIOR DOORS �l REFER TO PLANS FOR EXISTING DOORS TO REMAIN. COPYRIGHT T IAL a°T OTHERWISE sRe HEREBY e I OVERHEAD DOORS 6 • I ". DOOR HARDWARE 6 4 ! _ , --OWNEr; I DOOR KEYS & CORES 6 i 6 6 - 6 ROOF PENETRATIONS (FRAMES, STRUCTURAL • Office DEPOT REINFORCEMENT) i ! i , Office [ax EXHAUST FANS, CURBS, AND VENTS I- * 6 I ! - I MECHANICAL EQUIPMENT (RTUS, UNIT HEATERS) 01 I REFER TO MECHANICAL PLANS ROOF ACCESS LADDER I. j I 6600 NORTH MILITARY TRAIL BOCA RATON , FL 33496 DEMISINGWALL0 I I i 6 SHEET INDEX VICINITY MAP SITE MAP I INTERIOR WALLS * 0 6 • PHONE: (561) 438-6299 I LIGHT FIXTURES N REFER TO PLANS FOR EXISTING LIGHTING REVISIONS. r,,� �. FIRST ISSUE / REISSUED WITH REVISIONS m _ v r FAX (561) 438-7237 CARPET LVT (LUXURY VINYL TILE) 0 REISSUED WITHOUT REVISIONS s... • y X REMOVED FROM SET ! j I I I "I , , . " —PROJECT I CERAMIC TILE (FLOORS &WALLS) • 6 6 REFER TO PLANS FOR EXISTING FINISHES TO REMAIN - PATCH AS REQUIRED. a_ SPECIA. ".,'C`s �F EL? 1 'OFFICE ` "�° ' ' TILE AND GROUT GLAZE j II , 6 ID p O ` ]/ ti` DEPOT _ w_ a5 a State of Ore or, w @., tura; ec1 � Cods .iiI ._ i CONCRETE SEALER 6 I 4 I a • J : ] . = o 0 Concrete and Re.'":c`'rcit�g steel 4�P ,, PAINTING lF- I , 6 6 6 j 0 REFER TO PLANS FOR EXISTING FINISHES TO REMAIN. h I _ -a• ,. �� Bolts Instal!-�� •-ri.- rate ; .. . i ., a :I ACOUSTICAL CEILING TILES j 6 Q 6 H CO • - . • ; I ' , -,.e::( 1i ; 0 RESTROOM FIXTURES & ACCESSORIES i' 6 0. a Ej Special Mo ti a Concrete Frame , _;- :;. Es O ?. _,:.- t i I1. i - I !^� a ',. . • ASSOCIATE LOUNGE FURNITURE 6 I i N N I ; 1 r v - •,0 .Reinforcing Steet&Prestr-acing St`eI Tendons- ASSOCIATE LOUNGE EQUIPMENT SHEET ❑ Structural llYsldir�g �' ' IN • V v 1 I ,. WORKONOMY BREAKROOM MILLWORK 1.. 6 • INCLUDES SINK & FAUCET. H f;- �" 1 r 0 Hi h Strenghl Bolting F I 9 F. ..., g G000 COVER SHEET ❑ Structural Mason ' ': � . ( OFFICE SAFE I ': : 6 { - - -- - -- - � I i I. L ; 1 OFFICE FURNITURE GENERAL 1111 J 6 '''''r,' e IJ G001 LIFE SAFETY PLAN & CODE INFORMATION ` WORKONOMY APPLIANCES DISHWASHER, GARBAGE DISPOSAL, MICROWAVE, REFRIGERATOR 0 Reinforced Gyp$um pdncrete I WORKONOMY COFFEE MACHINE _ ❑ Insulating Concrete Fill , • - 4a ry • ;T- -.G002 ACCESSIBILITY GUIDELINES & DETAILS , t " Ck WORKONOMY BOOKSHELF ARCHITECTURAL - E. t ? 0 -.. .I._ ._ .- ❑ Spray Applied Fire-Resistive Materials i s' +. `"' A- A100 ARCHITECTURAL SITE PLAN i`. :.' - '°' .,,; ", 1 CV WORKONOMY TARPS -- - ❑ Filings, Dnilea Iters and Caissons - _' .. .r� p� WORKONOMY CEILING CLOUD T6 Q AlOI DEMOLITION PLAN F... .� _ r+ �' Z FIRE EXTINGUISHERS -0 6 ? • PROVIDE NEW AS REQUIRED. 111 A102 TENANT IMPROVEMENT FLOOR PLAN 6 ❑ Shotcrece =� UTILITY SEPARATION `I 1 I A103 REFLECTED CEILING PLAN 6 6 0 Spec.•rai L r», lnc, Excavation and FiUIng tea..-.: (1) R 4 UNUSED UTILITY TERMINATION 6 I j A301 SALES FLOOR ELEVATIONS II I r �, s,". ET +�y - I 1 - I _ ---- ---- — _ _._. ...... ❑ Smarce C.ocFa4os ,l„erns II II\ , ; ,, I !!1 11 10. i II� III , � r . _ I� 1 COMMON UTILITY ROOM A302 OPEN OFFICE ELEVATIONS F ; f _ -. - ----! I - - - - 0 Othee 11”:6ll,,,dt NORTH c r 1 - — �>. = RIORlif wa.�. FIRE SPRINKLER SYSTEM .6 6 1"" 6 REFER TO PLANS FOR MODIFICATIONS TO THE EXISTING SYSTEM- A303 ENLARGED OFFICE PLANS 0 0 `' W ;II k..-.-r__._._.- - ._--.... — —_--_. ... ._..._..�.. ---`_ -_-'-"'•"'_`-.._.�_.-- .._�..+.-yarn. .. ...... .. d / 4� 1 J ]] jf .,tin -filP.. t. /.'i` -• ,. f F FIRE ALARM 6.; � A304 VENDOR LIST 6 G.C.TO PROVIDE CONDUIT & BOXES; OFFICE DEPOT TO SUPPLY MONITORING- A401 SCHEDULES, PARTITION TYPES & DETAILS 6 0 epi BURGLAR ALARM 6 REFER TO PLANS FOR MODIFICATIONS TO THE EXISTING SYSTEM. - -"-- " + - - - - - A402 DETAILS GAS SERVICE �- - I t -_... ._._.-__6 . __. ._ _...- . --.--..._ ARCHITECTURAL SYMBOL LEGEND DIRECTORY - - _ 1___ .. - _-_-- --- A501 SPECIFICATIONS414 GAS DISTRIBUTION LINES I I i • ELECTRICAL SERVICE I 6 . , I. -. STRUCTURAL SYMBOLI DESCRIPTION 1110 OFFICE DEPOT PROJECT MANAGER • I REFER TO PLANS 10R MODIFICATIONS. _ 15100 I GENERAL NOTES 14 I I I I I I NAME ROOM NAME CONTACT: SHIRL WILLS ELECTRIC PANELS/TRANSFORMERS ! SHIRL.WILLS@OFFICEDEPOT.COM MODULAR WIRING G.C.TO INSTALL STARTER WHIPS & CONNECTORS AND PAINT EXPOSED CABLES MECHANICAL 100 - I ADDRESS: 355 MCINTOSH LANE ] _ AT DECK. MECHANICAL PLAN & NOTES KEY NOTE DARBY, MONTANA 59829 MiOiO G.C. TO INSTALL STARTER WHIPS & CONNECTORS AND PAINT EXPOSED CABLES - - - --"- - X UNDERCARPET WIRING - • 6 I i 6 6 AT DECK. M201 MECHANICAL ENLARGED PLANS & NOTES 6 6 PHONE: 406.361.14340 M301 MECHANICAL SCHEDULES $ DETAILS -- DOOR TAG ENERGY MANAGEMENT SYSTEM 6 4 4 REFER TO PLANS FOR MODIFICATIONS. Iw1ARl� WATER SERVICE & METER - PacTrust I - 1 _ - _ MP101 MECHANICAL & PLUMBING ACCESSORY TAG POTABLE WATER LINES -�i SPECIFICATIONS XO CONTACT: Ryan McGuire - - _� - -- - { - ---------_..--- -- PLUMBING - - - - -- -_ --- - ----- ryanm@pactrust.corn 15060 SW SEQUOIA PKWY. I SANITARY SEWER 6 C FINISH MATERIAL TAG ADDRESS: 15350 SW SEQUOIA PKWY,SUITE 300 T i G A R D , OR 9 7 2 2 4 LINE. MARK f P101 PLUMBING PLAN & NOTES PORTLAND, OR 97224 SANITARY SEWER LINES & PLUMBING LINES ! - - -- P201 PLUMBING ENLARGED PLANS & FIRE EXTINGUISHER OFFICE: (503) 603.5422 WORKONOMY DRAIN PUMP -` - FEISSUE DATE: 04/01/2019 ---.�-- ---- --__ _.-- __-. - ISOMETRICS MOBILE: I PHONES/DATA/CABLING/CCTV G.C.TO PROVIDE CONDUIT& BOXES. STORE NUMBER: #921 fl I� P301 PLUMBING SCHEDULES & DETAILS /..: EXISTING DOOR AND FRAME TO REMAIN ARCHITECT: BARRY J. GREENBERG ARCHITECT GROSS FLOOR AREA: 27,657 S.F. STORE FIXTURES 6 I I 6 JOB NUMBER: 2019.0108.00 - ELECTRICAL -____ -. CONTACT: MARY CALVIN SALES • AREA K ELIG MILLWORK/FURNITURE I -__- j I 6 i ' 1 E101 LIGHTING PLAN o • EXISTING DOOR AND FRAME TO BE MKOBOLDT@ADG-STL.COM I 6 REFER TO PLANS FOR MODIFICATIONS -- �� •. REMOVED ADDRESS: 2710 SUTTON BLVD. —ISSUE El 02 POWER PLAN IN-RACK POWER 4 4 REFER TO PLANS FOR MODIFICATIONS ------------- -- ------ - .- ST. LOUIS, MO 63143 ISSUED FOR PERMIT&BID 04/01;18 NEW DOOR ${t# plf G DEPT.COMMENTS _—_-_04/24/18 E104 MODULAR WIRING PLAN PHONE: (314) 644 1234 _n. MIS CABINET RELOCATION BY OFFICE DEPOT VENDOR. - -- FAX: 314 / \ ------- MIS ___ - E201 ENLARGED ELECTRICAL PLANS ( ) b44 4373 AS SYSTEMS SECURITY CAMERAS & EQUIPMENT - -.-__--- --- _.._.-_____--. _-_-_—_--.--___-.__-__--- -_.- -..._._ --- j E301 PANEL SCHEDULES �___._ - - MEI' ENGINEER: JOHN M. BRUNS ENGINEER LOW VOLTAGE CABLING FOR SECURITY CAMERA `l _-. © DETAIL TAG _-_.._ -------- -- - _ _ -_--- E4Qi SCHEDULES & DETAILS CONTACT: JOHN BRUNS EFF C1= DEPOT PREFERRED VENDORS TO BE USED. NO SUBSTITUTIONS ARE ALLOWED WITHOUT OrFIC�E VERIFY WHETHER TO REUSE EXISTING WITH O.D.P.M. ---" - --- - - -� • E501 ELECTRICAL SPECIFICATIONS )BRUNS@ADG STL.COM DEPOT APPROVAL N WRITING. EXTERIOR ELEVATION TAG ADDRESS: 2710 SUTTON BOULEVARD --- -T- ABBREVIATIONS MEP X ST. LOIS, MISSOURI 63143 ----- - - - -- I MEP101 I SEISMIC DETAILS I I I 1111 = PHONE: (314) 644-1234 ---_-____-_..._.-____-__._--.A.B. ANCHOR BOLT D.O. DOOR OPENING I.D. INSIDE DIAMETER PLY. PLYWOOD V VOLT AX FAX: (314) 644-4373 -_-----_-_-,__--. ACT. ACOUSTICAL D.S. DOWNSPOUT INCL- INCLUDE(ING) PT PAINT VCT VNYL COMPOSITION TILE A.F.F. ABOVE FINISH FLOOR DWG. DRAWING INFO. INFORMATION PTD. PAINTED VERT VERTICAL OFFICE DEPOT TRIRIGA WEBSITE ALT. ALTERNATE E EAST INSTLD. INSTALLED QUAN. QUANTITY V.I.F. VERIFY IN FIELD PARTITION TYPE CONTACT: GEORGIA NORTHIME - ALUM. ALUMINUM EA. EACH INSUL. INSULATION R RADIUS; RISER W WIDTH;WASTE;WEST;WIRE X APPROX. APPROXIMATELY E.B. EXPANSION BOLT INT. INTERIOR;INTERMEDIATE R.D. ROOF DRAIN W/ WITHGEORGIA.NORTHIME@OFFICEDEPOT.COM ARCH. ARCHITECT/ARCHITECTURAL EIFS EXTERIOR INSULATION FINISH JT• JOINT REINF. REINFORCING W.C. WATER CLOSET COLUMN GRID IDENTIFICATION ADDRESS: —SEAL BD. BOARD SYSTEM J.B.E. JOIST BEARING ELEVATION REQ'D- REQUIRED WD. WOOD0 1� \-_.:1,D4 R,- BLDG. BUILDING E.J. EXPANSION JOINT LAM, LAMINATED RESIL. RESILIENT WT WEIGHT PHONE: (423) 892-4767 r^ '14� ( 1 S BLK. BLOCK EL. ELEVATION (FLOOR) LE LINEAR FEET REV REVISION; REVERSE WJH WATER HEATER -- -- '- ,_4\..-- . BLKG. BLOCKING ELEV. ELEVATION LG. LONG,LARGE RM. ROOM W/) WITHIN GENERAL NOTES DETAIL TAG FAX: (561) 438-7288 " rf` BM- BEAM EP EXTERIOR PAINT L.L. LANDLORD RQMTS. REQUIREMENTS W/O WITHOUT TITLE - ��• I. ; a B.O.S. BOTTOM OF STEEL EQ. EQUAL LLH LONG LEG HORIZONTAL RT. ROOF TILE WWF +^J DED WIRE FABRIC A. ALL PARTIES INVOLVED WITH THIS PROJECT SHALL BECOME FAMILIAR WITH AND ARE - '` 'F i `,• --_ _ --_ Ef____•„) .. VALIDITY OF PERMIT ;_ ,rJ.v ' :9BRC. BEARING QUIP, EQUIPMENT LLV LONG LEG VERTICAL R.T.S. REHAB TO SUIT SPlh» f. " , -�- �,�, REQUIRED TO UTILIZE OFFICE DEPOT'$ WEBSITE FOR ALL INFORMATION. SCALE .� ,sQlSf� (�,7`� �� REQUIRED COESPONDENCE AND COORDINATION THROUGHOUT THE CONSTRUCTIONTHE ISSUANCE OFA PERMIT B$ BOTH SIDES E/W EACH WAY L.P.L.P- LOW POINT RTU ROOF TOP UNIT BTM- BOTTOM EWC ELECTRIC WATER COOLER LVT LUXURY VINYL TILE R.W.L. RAIN WATER LEADER _ State Qf Cra9 trt�ctu�al S�ecai O ESS. ALL WEBSITE ACCESS CONTROL WILL BE COORDINATED WITH OFFICE SECTION ''" ST. LOUIS, �' O 1 BASED ON CONSTRUCTION , COtR otllllluol• VIII DOCUMENTS AND OTHER fr `� B.T$, BUILD TO SUIT EXIST. EXISTING MAS MASONRY S SOUTH -�� Det,P. „111el I► DATA SHALL `" p w B.U.R. BUILT-UP ROOF EXP. EXPOSED, EXPANSION MAX. MAXIMUM SCHED. SCHEDULE ❑ COnCreted RBinfO�;ir1 Steel LL NOT PREVENT i C-I. CAST IRON EXT. EXTERIOR MECH. MECHANICAL S.D. SELF DEVELOP - C.J. CONTROL JOINT F.D. FLOOR DRAIN MED, MEDIUM SF/$Q. Er. SQUARE FOOT/FEET Bolts Instaliedin Concrete B AN PROJECTTH IS OCAL CODES,BLAWO, ORDINANCES S ANDNSTRUCTED IN OREGULATIONRDANCE $H ALL FEDERAL,STATE Y C.T. CERAMIC TILE FID FACE OF MFR. MANUFACTURER SHT. SHEET _ -__----_-. _.-- --- _- SHE CODE OFFICIAL FROM '� ' , $ ' o CAB. CABINET FIN. FINISH MIN- MINIMU,'v1 SIM. SIMILAR ❑ S lqq'-0" SPOT ELEVATION 1 {gIJ1RINf�THECORRECTIC3Pf E-SIGNED by�By renberg = CEM. CEMENTIITIOUSI FL. FLOOR MISC, MISCELLANEOUS SPECS SHEET METAL A BREW ❑ Reinforcin 9 Concrete F CG'CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS PRIOR TO FINISHED FLOOR OF ERRORS.MSC 105.4 pedal Moment-Ftesistin C. TH CO CORNER GUARD FDN. FOUNDATION M.O. MASONRY OPENING g gel&Prestressin rarer MMENCEMENT OF EACH PORTION OF THE WORK. IF DISCREPANCIES EXIST, - BARRY J . GREENBERG CL. CLEAR F.S. FLOOR SINK M.R.G.B. MOISTURE RESISTANT GYPSUM SQ. SQUARE 9 Stec!Tendons CONTRACTOR MUST NOTIFY THE ARCHITECT AND OFFICE DEPOT REPRESENTATIVES. /� EGRESS PATH #29821 EXP . 12/31 /2020 F. CL.,c CENTERLINE FT FOOT, FEET BOARD 5.S. SERVICE SINK;STAINLESS STEEL; ❑ Structtrrt�I Welding S ry CMU CONCRETE MASONRY UNIT FTG FOOTING MTD MOUNTED SOLID SURFACE D. BIC DERS, BY BIDDING, CERTIFY THAT THE CONTRACT DOCUMENTS HAVE BEEN -- b CO CLEANOUT FURN. FURNISHED MTL. METAL STD. STANDARD ❑ Fli9h_giren , EXISTING WALL TO REMAIN yet Bolting RE IEWED AND THAT LABOR AND MATERIALS REQUIRED FORA COMPLETE AND COL. COLUMN G.C. GENERAL CONTRACTOR N NORTH STL. STEEL —SHEET o CONC. CONCRETE GA. GAUGE:GYPSUM ASSOCIATION NTC- NOT IN CONTRACT STOR STORAGE ❑ Structure!Masonry PROPER INSTALLATION OF ALL SYSTEMS AND MATERIALS ARE INCLUDED IN THEIR EXISTING WALL TO BE REMOVED _ CONST. CONSTRUCTION GALV. GALVANIZED NO., tt NUMBER SUSP. SUSPENDED SL3MITTED BIDDING DOCUMENTS. ❑ Reinfo �T CONCRETE SLAB TO BE REMOVEDa ��.�� ° CONT. CONTINUOUS GEN. GENERAL NTS NOT TO SCALE SV. STONE VENEER GYPsum ConcCOVER SHEET rete E. TI-AE CONTRACTOR IS RESPONSIBLE FOR ALL TRADE PERMITS REQUIRED TO COMPLETE - CONTR. CONTRACTOR GL. GLASS/GLAZING:GLUE 0/A OVERALL T TREAD:TILE �. ❑ lnsutatin O 'ty Og'r' GY] t CPT. CARPET GYP.BD, GYPSUM BOARD O.F.D. OVERFLOW DRAIN T/B TOP 8,BOTTOM Concrete FIA TF E WORK. CR CAR7RAiL,CHAfRAIL H.B. HOSE BIB 0/f I OVERHEAD TEL TELEPHONE p� REV`[ FOR CODE COMPLIANCE ❑ SprayR li "P_ F. IF THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION DRAWN: SAR 0 CSK COUNTERSUNK HC HAND#CAPPED O/O OUT TO OUT T.O. TOP OF - Resistive NlaterlelS _ _ D DEPTH; DEEP HDW. HARDWARE O.C. ON CENTER T.O.M. TOP OF MASONRY P'ID/OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT INCLUDE I- - - - -1 NEW CONCRETE SLAB Approved: ] CHECKED: MBKC o DEL DOUBLE H.M. HOLLOW METAL OD OUTSIDE DIAMETER T.O.S. TOP OF STEEL Prlings, Dniiecl F�ff3rs and Caissons THE PRESENCE OF MOLD AND/OR MILDEW,THE CONTRACTOR SHALL IMMEDIATELY - � DEMO DEMOLITION HORIZ. HORIZONTAL O.D. OFFICE DEPOT/OVERFLOW DRAIN TH THICK(NESS) ❑ Shotcreie N-OTIFY THE OWNER'S REPRESENTATIVE AND THE PROFESSIONAL 0i=RECORD. I I OTS DTL. DETAIL H.P. HIGH POINT OPNG. OPENING TYP. TYPICAL Penni:#' a DIA., 0 DIAMETER HT. HEIGHT OPP. OPPOSITE UL UNDERWRITERS LABORATORY [0E1 SPecl ' 7ra.iitz� Exaat�ation and Filli G. E O NOT SCALE THE DRAWINGS. L_ J �` �" /`C00093 G000 o DN. DOWN H.V.A.C. HEATING,VENTILATING,&AIR PL.,PL PLATE U.O.N. UNLESS OTHERWISE NOTED r1$ Acidrerrs, )i� ['QufZ s G .2.1...cliVyLI DIM. DIMENSION CONDITIONING PLAS- PLASTER;PLASTIC ❑ Smoke- " nt u: ". ,stern$ H. �,LL ITEMS CONTAINED WITHIN THESE DOCUMENTS ARE THE RESPONSIBILITY OF THESuite#' ��z Olh~r Ins ENERAL CONTRACTOR UNLESS NOTED OTHERWISE. Date _ peg 18:11;,_�� \� • I - FIRE PROTECTION NOTES CODE ANALYSIS . - LOCATION: 15060 SW SEQUOIA PKWY. BUILDING AREA: MERCANTILE EGRESS WIDTH REQUIRED /EXCLUDING WORKONOMY HUB): MERCANTILE AREA: 1. FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHERS WITH A MINIMUM RATING OF tilD3EAM PROJECT SALES AREA: 17,150 S.F. 598 OCCUPANTS X 0.2"/PERSON: 119.6" TOTAL OCCUPANTS PER 2014 OREGON STRUCTURAL SPECIALTY CODE 2A-10B:C FOR EVERY 3,000 SQUARE FEET OF FLOOR AREA.MOUNT EXTINGUISHERS o - TIGARD, OR 97224 598/2= 299 OCCUPANTS PER GENDER WITH THE VALVE AT 48"A.F.F. - MD %rME PROJECT TYPE: RENOVATION STORAGE AREA: 4,722 S.F. EXITS REQUIRED: 3 EXITS PROVIDED: 3 MINIMUM PLUMBING FIXTURES REQUIRED PER 2014 OREGON STRUCTURAL SPECIALTY 2. THE MAXIMUM TRAVEL DISTANCE FROM ANY POINT TO AN EXTINGUISHER NOT TO t OFFICE AREA: 410 S.F. CODE: EXCEED 75 FEET. B A R R Y ' J A Y a NUMBER OF STORIES: 1 EGRESS WIDTH PROVIDED: USE GROUP: M. B ASSOCIATE LOUNGE: 563 S.F. 100A 153.5" WATER CLOSET LAVATORY URINAL 3. FIRE EXTINGUISHERS ARE TO BE CONSPICUOUSLY LOCATED WHERE THEY WILL BE GREENBERG ELECTRICAL MEZZANINE: 65 S.F. 101 68" GENDER REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED ( PROVIDED READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF A FIRE. ARCHITECT `7 CONSTRUCTION TYPE: II-B - FULLY SPRINKLERED: YES WORKONOMY HUB: 4,505 S.F. 104 34" 1 PER 500 1 PER 750 4. FIRE EXTINGUISHERS ARE NOT TO BE OBSTRUCTED OR OBSCURED FROM VIEW. WORKONOMY HUB CONFERENCE ROOMS SUBTOTAL: 255.5"> 119.6" MALE OCCUPANTS 1 OCCUPANTS 1 0 0 TRAVEL DISTANCE: M-NOT TO EXCEED 250'-0", B-NOT TO EXCEED 300'-0" 5. FIRE EXTINGUISHERS SHOWN FOR REFERENCE ONLY. COORDINATE QUANTITY AND (ASSEMBLY UNCONCENTRATED): 212 S•F. FINAL LOCATIONS WITH THE LOCAL FIRE MARSHAL. 2 710 Sutton Blvd. �' BUILDING CODES: WORKONOMY HUB EGRESS WIDTH REQUIRED:. FEMALE 1 PER 500 1 1 PER 750 1 N/A N/A M O 63143 o OFFICE DEPOT FLOOR AREA: 27,626 S.F. 61 OCCUPANTS X 0.2"/PERSON: 12.2" OCCUPANTS OCCUPANTS 6.ALL FIRE EXTINGUISHERS ARE TO HAVE BRACKETS AND SIGNAGE. S t. LOUIS, BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE OFFICE DEPOT GROSS LEASABLE AREA: 28,357 S.F. EXITS REQUIRED: 2 7. THE BUILDING WILL MAINTAIN THE EXISTING FIRE SPRINKLER SYSTEM AND FIRE ALARM www.adg- stl . com WORKONOMYOTALCHUB: SYSTEM. ANY MODIFICATIONS TO ACCOMMODATE THE RENOVATION WILL COMPLY P:: 3 1 4 • 6 4 4 . 1 2 3 4 LL PLUMBING CODE: 2017 OREGON PLUMBING SPECIALTY CODE EXITS PROVIDED: 2 TOTAL OCCUPANTS PER 2014 OREGON STRUCTURAL SPECIALTY CODE o c. MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE OCCUPANT LOAD: Q SALES AREA @ 30 SF/PERSON: 572 OCCUPANTS EGRESS WIDTH PROVIDED: 61 / 2= 31 OCCUPANTS PER GENDER WITH ALL GOVERNING CODES AND REGULATIONS. REFER TO SHEET MP101 FOR 2 ELECTRICAL SPECIALTY CODE 16 OCCUPANTS SPECIFICATIONS. F:: 3 1 4 . 6 4 4 . 4 3 7 3 ELECTRICAL CODE: 2017 OREGON ELECTR C STORAGE AREA @ 300 SF/PERSON: DOOR 110C 34" MINIMUM PLUMBING FIXTURES REQUIRED PER 2014 OREGON STRUCTURAL SPECIALTY V ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (INCLUDING MEZZANINE) DOOR 113 34" CODE: c. BUSINESS AREA @ 100 SF/PERSON: 10 OCCUPANTS WATER CLOSET LAVATORY URINAL ALL ARCHITECTURAL AND ENGINEERING DRAWINGS FIRE CODE 2014 OREGON FIRE CODE WORKONOMY HUB @ 100 SF/PERSON: 46 OCCUPANTS SUBTOTAL: 68"> 12.2" GENDER MADE WITHOUT PRIOR WRITTEN • ARE INMADE WITHOUT PRIOR WRITTEN CONSENT OF THE REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED ARCHITECT. ALL COMMON LAW RIGHTS OF ACCESSIBILITY CODE: 2012 OREGON STRUCTURAL SPECIALTY CODE;ICC Al 17.1 WORKONOMY HUB CONFERENCE PLUMBING FIXTURES REQUIRED: ARCHITECT. AND OTHERWISE ARE HERESY SPECIFICALLY RESERVED • LOCAL CODE --- ROOMS @ 15 SF/PERSON 15 OCCUPANTS DRINKING FOUNTAINS REQUIRED: 1 HI LO UNIT MERCANTILE TOTAL OCCUPANT LOAD 598 OCCUPANTS 2 (1 PER 25 FOR 1 PER 40 FOR .a DRINKING FOUNTAINS PROVIDED: 2 (1 HI-LO UNIT TO BE SHARED BETWEEN M AND B MALE THE FIRST 50 1 THE FIRST 80 1 0 *1 —OWNER _ BUSINESS TOTAL OCCUPANT LOAD 61 OCCUPANTS. USES) OCCUPANTS) OCCUPANTS TOTAL OCCUPANT LOAD: 659 OCCUPANTS • SERVICE SINKS REQUIRED: 1 2 (1 PER 25 FOR 1 PER 40 FOR Office DEPOT SERVICE SINKS PROVIDED: 1 (TO BE SHARED BETWEEN M AND B USES) FEMALE THE FIRST 50 2 THE FIRST 80 1 N/A N/A OfficeMaX OCCUPANTS) OCCUPANTS ' *(1) URINAL IS BEING SUBSTITUTED FOR 1/3 OF THE REQUIRED WATER CLOSETS 6600 NORTH MILITARY TRAIL BOCA RATON, FL 33496 r- 3 4 ( 5 '1 (-6) I EPHONE:E (561) 438-6299 (;) / FAX: (561) 438-7237 \ - nr 1 \ 37'-S 1/4" _ 37'-6 1/2" 9 37'-11" �, PROJECT / 1 I. - 37'-81[2" / 3T-6" 7'-6" - — ii I I 1 1 I I 1 ir4 I \ I \ I I } 1 \ 1 A\ I --.._— _____...= - I - - ELECTRICAL -� _____ i�` \ � ... v I -II� _ _ _ � �" �--�-:. - _ -:�,- I I FE ur' 1 MEZZANINE F I I I , I I i t I I 1 O . Iic I III l l I � . 201 .� I I � _ . I -` �i� TRAVEL DISTANCE:65'-1" DOOR 101 MAXIMUM _a_ I \ i I ®® � IHJ OCCUPANT LOAD= \ I } -_=� I I I I I _- 340 OCCUPANTS I --- °� \ - - -- - ®® �� I I I I 1 irr11 II0 l 0o PI I __ \ — i ``II 1 - _� \ 1 I I I I I I I 9 STORAGE (`L' M - 9 1 40' 2" I '' ® I I I I I I I i 114 U / O -- � _ - Io3 r ON. '1)-j 1-j '. \ _� ®®—RTU-,•D �® - I RTU 4 I , CI P # • - \ \- w I I - RTU-6 �� I 10 TONEI I I 1 I I I I 10 TON I> • o�c Ce I C I „� o 1 10 TON �� ®� 240 MBH 1� i I I I i I I I 240 MBH O A. P : 1 240 MBH N �fn L I- 1-- � . / rte_, vI, - — \1 — —E" JG EXISTING I W h 7:1-- ‘‘ ;N °� / - EXISTING ""T`1 _ �� ' RECEIVING / i / PRIVATE PRIVATE PRIVATE PRIVATE ► I - `^ -*c \/\' 113 / I • I; I1 I I I I I \h I I I I I % I I I I I I I OFFICE#2 OFFICE#3 OFFICE #4 OFFICE #5 I DOOR 113A MAXIMUM I / _- ( I I I I I I I \ 1 I 1 I I Ili I r I, � � OCCUPANT LOAD= STORAGE I I I \ r 1 I I ( I I I 1 18 11 19 h I 120 121 l 1 . ' 170 OCCUPANTS 01* FE `_ TRAVEL DISTANCE: 111' S"i 110 i \ \ , �\ I - - - - - I� lI * - I I _ _ / - - _ \ , / r._____ ® 0 p----1 ii---1 ' U / fII r I it I I I I i 1— ", i r�, i I I,`� l'\ \ I I I I - _ i 1 I = -_ �� _1 , �` �- 1 \ 1-_ ...d5-7-\ F _ - -I / ._ _ 44 • iv ; \ I I I I I NI r / • ♦♦, \ It♦��♦D \ \ - ` / -I r I - __ ./ PRIVATE o I. ♦♦♦�♦♦. ♦♦.Ti♦♦ I II I I I I I I 1 I I \ �� LL•i i / .� ♦♦�♦•� J 1 - , i I I I I I I I Z I , --i t---_17.- -j-�-J —r_--t- L� I ° OFFICE#6 ‘M ��♦♦+ I '�.♦.a.�:'T 11 I I I I I I J I I I I \ I 'I `_'^ • I^ ._ 11 �• ♦ ♦, f J I I I 1 I �I PRIVATE (- I , / I: _ . 1 / , \ r ; \ /`` o PRIVATE [ � j I• I _/,.. . ,� PRIVATE \ E \ I I I I > b - 117C I I /1 OFFICE#7 \ - ° - - - !- I II I I I I I I I 1 I I I I I �I I I i 1 / _ _ -_ Qi.,_ ) I I \ I' ,�� —� - I I I ( I I I �I I I 1� 7 1,111, I Q _, -I C 0] I \ - ^„ --I 123 0 N V 1 I I i I I I I I � �IIF !� / - T IJ JII- J, - � I • + 11 / I N I / - / - 0 \ 7 �' / I � � �.� � �` � x PRIVATE 1 5060 SW SEQUOIA PKWY. I 1 II I I I I I I I I I I I0 w CONFERENCE \ ; 1 ,�� III I I I I U \ - -- I^ / ROOM #1 �- I 1 I 1 i` L _. • J ) OFFICE TIGARD , OR 97224 I fI • _ f I I I I 1 I- , r-I I �y I / �I ,,,� 1 \ - 1 16 - �_-- ISSUE DATE: 04/01/2019 I I I�1 / a-_,, I _I �) j� 1 -I \ PRIVATE STORE NUMBER: #921 �, 11 I I I I I ( E -- - �� OFFICE#9 GROSS FLOOR AREA: 27,657 S.F. II i ,_ / p I 1 I / I - '1 " I I I I i I > --I 1= !! 1 125 JOB NUMBER: 2019.0108.00 / - V I 1 = --I- �I I I_ I ' SALES FLOOR QI I _ _ I__ __._-- I 1 - -7- �` "__ I �'` L ,- I _ ,_. 101 1 • 1 _ ___ / _ - _ .- - - 1 ; , 1 _ _ / I__„:-__ti__ _1 1 - I C - . - 4 ..,L___ ---I L -•\ J , - - 0 -ISSUE �y_ _ - ` - I I - - - - - 1 �_ -I - - I>< I I I T--- I-- -1----1- - ' - / - I - - - -`` - t -- - - - -- I - ■1 I1 III ■ I b I J T ISSUED FOR PERMIT&BID 04/01/18 I " } ■1 I� NI ❑ 1�I 1-0 n BUILDING DEPT.COMMENTS 04/24/18 _._ TRAVEL DISTANCE: 166 9 J �c�) I I . I I — ! L _ /_� - 1 ! I RTU-2 I / ■I E III •U I TTI �} LL I • / ® - I 1 I 240 MIH I /-- -- - ■I is ] I QI �\ : - \ . \ / J - ■I ■RTU-1 I - C ' U N (:_jtjj\. 11 I _FE T ;3 / EXISTING �I I I 4� O � I EXISTI G 10 TON I t 0T 1.- MEN I I - ■I al I _1 1 I / --' .� - J I ■I 240 MB I 1-1, I 1 L /,-- -; - i / 105I IT� ? I • I ■1 EXISTIN I I I QI C I D LI IUU \ ELECTRICAL ? MANAGER I I i .. / II XI 'T'FN� � r- / - ROOM I k' I STORAGE OFFICE - r` _ ' ' - in 1 I� - I I ! I i 12 / I 11 1 109 I ) CD I ■ul,- - I ( I \ / i - - 1 � I 1 -- >. � . EH ,..`' I I�.J v l 1 I I v -EXISTING i H 1� H I� i I `✓ I I 10 I - ► , `r 11� - / ;rL ,�� WOMEN— I� �I I� �I /! OPEN OFFICE III i I 106 •_ VESTIBULE L -1-- 115 o 0.111 , 1 1 `l --SEAL I. RTU-7 RTU-8 i T.., / / I f l 00B + 100 • - Y 4 TON ASSOCIATE 3HALLWAY l — J I ��`� • o - - I LOS MBH I I I I I I I I I II 1 1 -- LOUNGE 10 104 ,� '� I 1'�' ,'} �. �`L� I �,)` EXISTING EXI - I CASH _ I i. I ■I 0 IMP 108 I �. JANITOR STORAGE - - - - - OFFICE •— I ❑ I �' S1 �� ABAR.RY J. > W I ; I ,1 1 I i — ■I a 1I } ti, '� 107 103 102 I j' I i i 1■I ■I In ® — FE `�' li 1 �rENPERCt11, ----- I I I I I I I I II III /II ; 1/ 1 ,a-'_, 0-o0A) I �-1 1 1 i FE I■I 0 ■I IIn _P0 - - �I.'� _l { �� S I I '' .. �p • ' L\ \ 1 DOOR 1 15A MAXIMUM �,y� ) ST. LOUIS. �� ' D - - I DOOR 104 MAXIMUM'�104� } I DOOR 100 MAXIMUM OCCUPANT LOAD= I }- OCCUPANT LOAD= ( ) OCCUPANT LOAD= I 170 OCCUPANTS I �yg7 r. 170 • OCCUPANTS ir \ I } ,/ J " } 767 OCCUPANTS I 1/ 1 / \ 2 E-SIGNEDby arry G berg } + J / ( ! I / ,. BARRY. GREENBERG o I ! I I I I '-T #2982 I EXP. 12/31 /2020 I1 I I 1 l ' i - ` - I ` a • i 1 ----.--- .-._------- - .. -____ / -SHEET I / LIFE SAFETY PLAN & ' V CODE INFORMATION a / / DRAWN: SAR y • CHECKED: MBK / I / 1 __ / ® t, 4 ) _5_) 6 C7) / El!) G001 LIFE SAFETY PLAN L w SCALE:3/32"= 1' 0" NORTH �= LL l NEW4,000PSI TENANT IMPROVEMENT KEY NOTES GENERAL NOTES y CONCRETE 1 NEW FLOOR AND WALL FINISHES AS SHOWN - REFER TO PLAN THIS SHEET& 13 INSPECT, CLEAN,AND REPAIR EXISTING DOCK LEVELER TO REMAIN TO ENSURE A. ALL WOOD FRAMING, BLOCKING, ETC. TO BE FIRE RETARDANT TREATED LUMBER AS ® a REQUIRED BY CODE. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE a „011111111,,, r O SCHEDULES ON SHEET A401. GOOD WORKING CONDITION AND FULLY OPERATIONAL. REPAIR OR REPLACE ANY WOOD BLOCKINGASRE • II' ' 2B 1 s �- DAMAGED PARTS AND PERFORM ANY MANUFACTURER RECOMMENDED REQUIRED FOR THE INSTALLATION OF ALL MILLWORK,TOILET MD `4PME . \2 PATCH AND REPAIR EXISTING WALLS THROUGHOUT AS NECESSARY TO ACCEPT NEW PREVENTIVE MAINTENANCE. ACCESSORIES, GONDOLAS, ETC. A102 FINISH. a ' . AREA OF B. G.C.TO COORDINATE INSTALLATION OF MATERIAL SHOWN ON THIS SHEET. BARR Y • J A Y O 14 EXISTING RESTROOM CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. a /b"/ ^ /6'�, ©)4 CONCRETE PATCH O3 PATCH AND REPAIR EXISTING FLOOR SLAB. ALL BLEMISHES,CRACKS,HOLES,FLOORPATCH &PAINT WALLS REFER TO A401. C. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION. GREENBERG / 4 \ OUTLETS, DUCTS, CONDUIT, OR OTHER MISCELLANEOUS PROJECTIONS ARE TO BEN ---.� 40 SIM. ----.,/ SIM• ,� REMOVED AND/OR REPAIRED TO PROVIDE SMOOTH SUBSTRATE AS TO ACCEPT NEW EXISTING DOOR AND HARDWARE TO REMAIN; PAINT DOOR TO MATCH ADJACENT D. ALL EXPOSED BUILDING COLUMNS TO BE PAINTED FROM FLOOR TO UNDERSIDE OF ARCHITECT AJ ' ; FINISH. REFER TO 3/A102. WALL- REFER TO A401 FOR FURTHER INFORMATION. ROOF DECK. REFER TO ROOM FINISH SCHEDULE A/401. c� I I O PLAN O BEHIND STEEL RACKS WITH GONDOLAS BENEATH - NO PAINT FROM FLOOR TO 5'-0" 16 EXISTING DOOR AND HARDWARE TO REMAIN - PROTECT DURING DEMOLITION AND E. ALL MECHANICAL, ELECTRICAL CONDUIT,SUPPORTS, OVERHEAD EQUIPMENT,AND 1 • . ,1 I A.F.F. PAINT PT-1 FROM 5'-0"A.F.F.TO ROOF DECK-REFER TO 3A/A402. CONSTRUCTION. ANY MISCELLANEOUS DEVICES AT THE UNDERSIDE OF ROOF DECK TO BE PAINTED TO 2710 Sutton Blvd . J ---- — - - I i '•----•' I MATCH ADJACENT SURFACE. M O 63143 o `� 1I \ \ 4' 4' GREASE END OF DOWELS O MODIFY EXISTING SPRINKLER LINES AND HEADS AS NECESSARY.REFER TO SHEET lO EXISTING AUTO SLIDING DOOR TO REMAIN PROTECT DURING DEMOLITION& St. LOUIS, I\ \ - I /4")(4"/J / IN NEW CONCRETE MP101 FOR CRITERIA. CONSTRUCTION. F. ALL HOLLOW METAL DOORS AND FRAMES TO BE EPDXY AND PAINTED TO MATCH www. adg- stl . com P.o I ; 1 ( ALIG b BOOKSHELF PROVIDED BY OFFICE DEPOT AND INSTALLED BY G.C. 18 EXISTING BALER TO REMAIN PROTECT DURING DEMOLITION AND CONSTRUCTION. ADJACENT WALL. p;; 314 . 6 4 4 . 12 3 4 a I O G. ALL CONDUIT DROPS SHALL BE PAINTED TO MATCH ADJACENT WALL. I .) LC-d, \7 HATCHING INDICATES AREA OF CONCRETE SLAB INFILL. DOWEL CONCRETE SLAB AT 19 EXISTING ROOF LADDER TO REMAIN PROTECT DURING DEMOLITION AND F:: 314 . 6 4 4 . 4 3 73 A / N. N. CONSTRUCTION. H. PROVIDE STAINLESS STEEL 2" LEG CORNER GUARDS TO 4'-0"A.F.F.IN THE RECEIVING y 1 TRENCHING AND INFILL REFER TO 3/A102. AREA AT ALL EXPOSED GYPSUM WALLBOARD CORNERS CORNER GUARDS EXTEND ' ° = C7 20 EXISTING INCOMING GAS SERVICE AND METER TO REMAIN PROTECT DURING #4 SMOOTH DOWEL �� U z O8 HATCHING INDICATES AREA OF CONCRETE SIDEWALK INFILL-DOWEL CONCRETE O TO THE FLOOR. NO WALL BASE UNDER OR OVER CORNER GUARDS. Au ARCHIrECTURALAND ENGINEERING DRAWINGS DEMOLITION & CONSTRUCTION. REFER TO ELECTRICAL&PLUMBING SHEETS FOR M ( 1 C'J ~ ~ SLAB AT TRENCHING AND INFILL. REFER TO DETAIL 3/A102. MATCH INFILL SIDEWALK ARE IN coNFIDENCEAND DISSEMwATION MAY NOTBE DRIVE & GROUT INTO Lli Q "' MORE INFORMATION. I. PROVIDE 4'-0"HIGH ACROVYN CORNER GUARD SSM20,90°CORNER WITH 2"LEGS, MADE WITHOUT PRIOR WRITTEN CONSENT OF THE LI FINISH TO EXISTING SIDEWALK FINISH. ARCHITECT. ALL COMMON LAW R'GHTS OF ___ EXISTING CONCRETE AT LLI COLOR 313 VANILLA, IN SALES FLOOR AREA AT ALL EXPOSED GYPSUM WALLBOARD COPYRIGHT AND OTHERWISE ARE HEREBY 24"O.C. 7YP. #4 C� 12"O.C. 21 EXISTING WATER SERVICE TO REMAIN- REFER TO PLUMBING SHEETS FOR MORE SPECIFICALLY RESERVED ( ) O9 HATCHING INDICATES AREA OF CONCRETE SLAB INFILL. DOWEL CONCRETE SLAB AT INFORMATION. CORNERS- INSTALL CORNER GUARDS DIRECTLY ABOVE WALL BASE. LONGITUDINALLY AT INFILL TRENCHING AND INFILL- REFER TO DETAILS 9/A402 AND 2/S100. :R O SECTION BOND BREAKER 2O EXISTING ELECTRICAL SERVICE AND EQUIPMENT TO REMAIN- REFER TO ELECTRICAL J. A TRANSITION STRIP,SPECIFIED BY OFFICE DEPOT VENDOR,SHOULD BE INSTALLED —OWNER 10 NEW WORKONOMY HUB ENTRY DOOR AND STOREFRONT-SEE SHEET A301 FOR DRAWINGS FOR MORE INFORMATION. BETWEEN THE CARPET/LVT AND CONCRETE FLOORING. ENLARGED ENTRY PLAN CONCRETE PATCHING DETAIL MORE INFORMATION. Office DEPOT 23 EXISTING FIRE RISER AND EQUIPMENT TO REMAIN- PROTECT DURING DEMOLITION K. THE EXISTING FLOOR FINISHES ARE TO REMAIN UNLESS NOTED OTHERWISE. 1 1 G.C.TO PATCH AND REPAIR WALL AS REQUIRED WITH REMOVAL OF LAVATORY. ANS COSTRU TION �+i ZceM SCALE: 1/2"= 1'0" SCALE:3/4"= 1' 0" SANIGLAZE TO GLAZE ALL EXISTING TILE. Of f 24 G.C.TO ENSURE THE NEW PARTITION ENDS BEFORE CROSSING IN FRONT OF TH A ax 0 INSPECT, CLEAN, AND REPAIR EXISTING OVERHEAD COILING DOOR TO REMAIN TO DOORS 101 VERIFY EXACT DIMENSIONS IN FIELD. ENSURE GOOD WORKING CONDITION AND FULLY OPERATIONAL.REPAIR OR . REPLACE ANY DAMAGED WEATHERSTRIPPING OR SEALS, LUBRICATE,AND PERFORM 6600 NORTH MILITARY TRAIL ANY MANUFACTURER RECOMMENDED PREVENTIVE MAINTENANCE.PAINT TO S O C A RAT O N, FL 33496 MATCH ADJACENT WALL. 02_) 13 15E6� • O $ PHONE: (561) 438 6299 '._) O C-1-1). \\ FAX: (561) 438-7237 —PROJECT CC ' . I . I I I I I 3 d ki � 0 ELECTRICAL I I II I / 9'-0" , 5'-O" ., ,, 4 MEZZO,INIi --® / 49' 10" / / (100\ 10 2X6'-5"/8'-6" / 5A _ji - - Itillll;,, - `�� iv 1 6 I A301 I I P6 -� Ce IM I Qi _ �-• • STORAGE .In r- ® Q 114 TYP. _ tV -i . -.__� ._. __ — .„__..„ . Ht.= I I I I 24 Ce j y zo P6 - .: • W Q �/ V� t I / 13'-4" I . 66'-11 7/8" J 2.: " / M ® / // I 6„ b„ PbI -� I 1tj limm STORAGE L" O ' I u, .` i E0 i •30 ' � "'�=/ RECEIVING I 1 I I _ _,� '\ _1\_ �:'\, —.r` F4 .�� 113 110 J� �— e —' _ __ _ _ _ - - PRIVATE _ PRIVATE PRI I-"r �'PRIVATE' I PRIVATE '/ `-� - ti — -� - c, OFFICE #2 OFFICE #3--' OFFICE #4 OFFICE#5 1150 OFFICE#6 118 119 I— \, 120 - \� 121 [ � 122 1 ® i / ' 1 .1 ./ . / / I I ♦ , •♦ I i I I I `• 1 G _ . • �i�i, " P.'�i►i�iv:1 113D/\ • II 118 119 (0 (121 r r. 0136) ® PRIVATE C12 1 — JIO ® - — OFFICE #1 • • - I I I 117 . I - PRIVATE I I 1. I t- 7• OFFICE#7 • 421___:____ 1 SALES FLOOR 30'-0" 10'-11 1/2' Li_ _1 123 I i • 101 1 • 15060 SW SEQUOIA PKWY. I 1 —`� CONFERENCE `'?�O✓ TIGARD , OR 97224 I 11 _ L . J 15B = A301 I O I I ROOM #1 I -PRIVATE ISSUE DATE: 04/01/2019 .0, ,i 116© OFFICE#8 STORE NUMBER: #921 124 GROSS FLOOR AREA: 27,657 S.F. JOB NUMBER: 2019.0108.00 © / E . 125 ,� © L O f l I o ' \ /. \ t 16 _ I I _, I / —Issuc I II PRIVATE ISSUED FOR PERMIT 8 BID 04/O1/18 — -- I — — — — - — — "- — — — — — — — — — — — — ' - - �- -OFFICE#9 — - ----- -"- ---_---� C BUILDING DEPT.COMMENTS 04/24/18 1 125 T- - ---- --- - I I I ® ® F I - • EXISTING I I I 4 I Z11 . _ -- .__-_._--------- 1 ‘11...‘: I MANAGER 15 - MEN ,,IldiIIIII„ OPEN OFFICE --_----- — ----_- / IBJ OFFICE 105 105 A301 -- - =.7--- 1 15 2_p 2_p - --- ----- - - _ _ „O II ELECTRICAL I STORAGE 109 1 ,II 111 P1 3 _ A302 = 2 12-6 —_ ____—__—__ 1 1: • I ROOM 1 1 1 (109) 1 lei. ! " qil IIIIIIIII o / �r � I 112 �`" r r i I 2 1 I I N I I �� — ----- ---- EXISTING —SEAL — 106 / . WOMEN = I- 1156 ; 1 A302 = 5 OVL I HALLWAY O � "— k - 106 ® 4 A301 3 L © o �; 1 P4 104 1..— Izo I 1 ASSOCIATE ® / • —� ` / h T \ i � 1006 t� 1 N \� ,N i o i ,. 1 .,007) I ® , 102 1 4 , A 1 It I © I .� �I /�, ,� 11 LOUNGE IM � . \ \ it P1 -` I j I ( 108 JANITOR STORAGE CASH ti,, _,' �,A 0 `i% 1 1 OFFICE VESTIBULE ICRYSIO N I .�v\ ,-..; a 1 1 ! - (108). ® 107 103 102 100 ® _ _ P5 - `�v r �� GREENBERG I \` 1 OOA /� �\(LVT-2) -v I1 - 1 1 )� ( I� ( ) [---51 ,_. ._. ...__.. i 'L =—�� . .. ._. __.............. (-1; ST. LOUT O ° \ 4> 1 d �_ • . . . . S, ii O �104� I I M ; jI I I '�i 7 '� ; - Jr °' ° E-` GNEDnberg ifi ' . . I - \ ' " " ' ' . 1 I .-. IstrrcRY J . GREENBERG o I \ F� // \ O © #2982 I EXP. 12/31 /2020 I \ I \ I I I 6 O \� ,\ / —SHEET _ o i ' ,11PIIIII,, TENANT IMPROVEMENT 0 FLOOR PLAN a. I I I I Ir'' 1 lu I I A30.21 • DRAWN: EMW CHECKED: MBKC OBJ 00. cji Eil) C:5) OHO 0 ® . Lt- TENANT IMPROVEMENT FLOOR PLAN __ _ SCALE:3/32"= 1'-0" NORTH �_ NOTES: NOTES: DESIGN BASED ON 'DONN' MECHANICAL FASTENER GENERAL NOTES ;, TYPICAL: 12 GA.VERTICAL HANGER WIRE @ 4'-0" EQ. EQ. CEILING COMPRESSION POST BYE«= )� TO UNDERSIDE OF ROOF 1. ALL 2'X2' LIGHT FIXTURES &2'X2'HVAC EA. WAY W/ MIN. 3 TIGHT TURNS IN 3"BOTH ENDS 1. Y4 THE LENGTH OF THE END RUNNER, U.S. GYPSUM CO. I!!I+ , 1 2 AIR REGISTERS SHALL BE SUPPORTED BY OF WIRE WOOD PURLIN /('/ J� WHICHEVER IS LEAST. ', STRUCTURE ABOVE. A. ALL INTERIOR SIGNAGE AND GRAPHICS SUPPLIED AND INSTALLED BY OFFICE DEPOT. Q 12 GA. HANGER WIRES WITHIN 3"OF MEMBER I !;,,;.'''`, MD ,CiMAM ° INSTALL COMPRESSION STRUT (SEE DETAIL 3/A3.0) USE AS FOLLOWS: 111 EACH CORNER AND TWO (2) HANGER 1 2. NAILS @ ENDS OF HORIZONTAL STRUTS TO BE ;Ili;,,1,; B. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL ® q r WIRES (SLACK) AT DIAGONAL @ 12'-0" EA. DIRECTION OR EVERY 144 S.F.OF / X / PLACED W/ NAIL HEAD TOWARD C OF SPAN MODEL NO. 11 NO. 12 GA. VERTICAL INFORMATION. °' CEILING AREA FOR U.B.C.STANDARDS 47-18; , / Q 1/4" 0 SCREW EYE WITH �i;:� CORNERS. CEILING SYSTEM SHALL NOTj WOOD PURLIN MEMBER OF STRUT. II 1011; , WIRE HANGER-SET LOCATE AT SPLAY WIRE LOCATION. / FULL THREAD EMBEDMENT 1k1,111111i, C. REFER TO SHEET A401 FOR MATERIAL SCHEDULE. D SUPPORT OTHER ITEMS. M (1 1/4"MIN.) 1 3. CEILING GRID SYSTEM MUST BE RATED VSA 102/120 VSA 120/144 .: CEILING GRID LEVEL, BARRY • J b Y - 12 GA.SPLAY WIRE @12'-0"O.C. EA.WAY W/MIN. -� r TRUE,AND SQUARE D. REFER TO SHEET A401 ROOM FINISH SCHEDULE FOR CEILING HEIGHTS. GREENBERG HEAVY DUTY TYPE ACCEPTABLE FOR USE IN ';? - , 8 GENERAL NOTES s --,) A A. ALL WOOD FRAMING, BLOCKING, ETC.TO BE FIRE TREATED LUMBER AS REQUIRED BY MD a Mgabk 8'-6" 12'-4" 10'-8" 10' 8" 5'-10" 8'-0" ! / // // // ,z,x/e Av / 1 . . CODE.THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WOOD BLOCKING -- oaAS REQUIRED FOR THE INSTALLATION OF ALL MILLWORK,TOILET ACCESSORIES,HOT D ® ® ® z I WATER HEATER PLATFORM,ETC. au P2 - 4 P2 - �``\ I -�- B. REFER TO SHEET A401 FOR MATERIAL & FINISH SCHEDULES. _ B A R R Y • J A Y 40• — I C. RUBBER BASE TO BE INSTALLED BEHIND MILLWORK. GREENBERG �� i i ( PT-7 ) > —~� D. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ARCHITECT r _RI - - - rli - - B CPT 5 CARPET TO BE INSTALLED WITH - j -- - A HORIZONTAL ASHLAR PATTERN- - PRIVATE �� • • OFFICE#2 PRIVATE I /O \ PRIVATE / O-\• PRIVATE O-\ 1 I O• THE LONG LENGTH OF THE PATTERN ° 1 18 OFFICE #3 r- (- • —I OFFICE#4 r- -t OFFICE #5 r- L -' - ' J 1 a THE ACK OF FROMTHE THE AS OWN 2710 Sutton Blvd . 119 CP-6 � -•- 120 1 CP-6 /7.,---,,--- 121 1 CP-6 - n CP-6 �. �, KEY NOTES St. Louis, MO 63143 = .1. \ /,/ - N �� N PRIVATE o 1 - www ad stI .com i 0. ' O ' • FURNISHINGS, FURNITURE, AND ACCESSORIES FURNISHED AND INSTALLED BY g w z•;, O \ J- _ / P3 �•. _ / u �- - 1 J / OFFICE#6 - O OFFICE DEPOT. FINAL LOCATION PER OFFICE DEPOT FIXTURE PLAN 2:: 3 1 4 . 6 4 4 . 1 2 3 4 !- 1- - - _ 1 ! < 122 ., ! I / I { I ! 1 I I 111.' I 2 WALL TO RECEIVE WALLPAPER WC 1. PROVIDE LEVEL 5 GYPSUM BOARD FINISH. F:: 31 4 . 6 4 4 . 4 3 7 3 A \ / - , - P2 II 1 • _ ` i ' 1 ! WALL MOUNTED TELEVISION FURNISHED AND INSTALLED BY OFFICE DEPOT.G.C.TO !! _ _ I I I .� _•� IS4A I I ; : , I 1 v I I 1 I 4„ I 1 4 1 1 4 I `� I I I I ' ! H i 1 l i ' ! I i III ! ! I O3 PROVIDE REQUIRED FIRE RETARDANT TREATED WOOD BLOCKING,POWER &DATA- - P2 I /� ( I i [ P3 ! I ' I I I I I , ALL ARCHITECTURAL AND ENGINEERING DRAWINGS n • - SEE 5/A303 & ELECTRICAL D RAWINGS. ARE IN CONFIDENCE AND DISSEMNATION MAY NOT BE < PT-7 ) L (1 1 H) I l I L — — L — — J L — — L . _-...... 1..i I ® ,. i i I I I ' ` ' ! ' I , I i I i I - MADE WITHOUT PRIOR`NRITTEN CONSENT OF THE ` i I I ; ! ; ' + ( t ! ! ARCHITECT. ALL COMMON LAW RIGHTS OF �� ( I i ( ! I I WALL-MOUNTED WHITEBOARD FURNISHED & INSTALLED BY OFFICE DEPOT.G.G.TO COPYRIGHT AND OTHERWISE ARE HEREBY o \— ] • ) —\ ' I ( I I ! I I 1 ! _ S P E C I F I C A L ! Y R E S E R V E D �� r IC 1 ! I I I I 1 � 1 O4 PROVIDE REQUIRED FIRE RETARDANT TREATED WOOD BLOCKING. REFER TO DETAIL v 123 I . i : ! I I I I i I 1 ' ' 1 6/A303 FOR MOUNTING HEIGHT. P3 'r* 1 11 �� O k I ii j l l ! ( ! —OWNER J ! i I I i I � ' OS NEW ACOUSTICAL CEILING TILE-SEE FINISH SCHEDULE AND DETAIL 2/A103 «, I \ .0— ( ! I I ! ! I I I i f. rCPb P21 ��/ ! I I � " ! i I ! Ij • • I j L - . - _ CP 6 1 i ! I I i ! I ; s I I ! O RELOCATED LIGHT FIXTURE-ALIGN WITH EXISTING LIGHT FIXTURES IF NO DIMENSION Office DEPOT \ 1 'O ` I ; ! ` I 1 i I b GIVEN. • • ♦° PRIVATE - - I PRIVATE b I i 1 i ' G ; I I 1 - !OFFICE #1 • - . - . - OFFICE #7 4 1 1 I ' 1 I i ! ! ' iI I! I I Of f iceririax • / , 123 I lIi { j II ; II I IIL►1 ( I ; 117 , I , I I , I __.3! . _ /' I i i I ; + ; I I I ' , ' � ; I 6600 NORTH MILITARY TRAIL PT-7 ,� 117 I v - C2 , I® PT-7 - , ; � I , ! i ! ' I I • I i , • BOCA RATON , FL 33496 c L 3 1 JI. J I OPEN OFFICE _ . .„ , ` i i PHONE: (561) 438 6299 • �� 115 r i PT-7 — i I I ! I I I ! . I j I i ' , FAX: (561) 438-7237 © - P3 © I f _ I I • ; PRIVATE I I I I 1 1 I ! I ' I I 1 ' ! I I . < WC 1) 0 i -./. OFFICE#8 i I I 1 I I 1 ' 1 ! j I I I i ! ( I I • PROJECT L - - - 124 I i 1 i I ii ( ` ' i � II I1 PX _ L . - J o I I I i I i ' ii I E I l 0 :la • • P2 P2 O i . I I ' i ' ii l ± � i fi i I � I s A , ! 0 i , , rCP6r• , ' I i ( Ii I: ! • • • ji � ' ' l I 1 • __ :p 1 �'U' i �, - p31 I ! I ' ! 1 i i I i ! 1 i i j I i ! j I ! I i 1 j 1 „---0-= ,(0 - IIEFAI ! If I ! I I 1 I I v I 1 1 1 1 11 II 1, 1 11 I 1 ! I I 3` - r- - - - — I 125 = PT-7 I { j I ( ' CONFERENCE I I RTU-1 ► - ;'' I \ I 1 t ; ! i ; ' ; . i j ROOM #1 1 / I 0 L - - _ PRIVATE i ' I I _ (EXISTING) OFFICE#9 I ; I ' ; i I ! ! I ' \ 116 / I (116)i . 1 J I 125 J 4 o � I 1 I I 11f I i • • �0!�rif �� ' I i 1 i . II I I ' • i 1-1 I Ij ! I • II I I O P2 o=i ! I I _ CP-6 1 I ! i I I ! ! 1 I �_ ! ! f ! ! r ill [ PI • • .._ Ili' W P2 -I 771 -��- CPT-5 CARPET W 52 <= ENLARGED OFFICES FLOOR PLAN 4& INSTALLATION DETAIL = 1 d _ ~ SCALE:3/16"= 1'-0" NORTH �/ -T SCALE: N.T.S. • 0 Fell ):. \ : ( EQUAL TO WALL `, EQUAL TO WALL • / 2' 1 1/2" 1 1" , TV ,,,_..,) A - • r 1 . PRIVATE PRIVATE i PRIVATE PRIVATE PRIVATE • OFFICE#2 OFFICE #3 :OFFICE#4 OFFICE#5 OFFICE#6 I HDMI/ 118 119 120 - 121 122 -" VGA g 4.- - I POWER . l ; 1 C OUTLET • B \ As ; L J 15060 SW SEQUOIA PKWY. MI I EQ % EQ�, EQ. X LQ. EQ. ><\ EQO - fr �2 5 • /Q. /, 'I // VGA/ T I G A R D , O R 9 7 2 2 4 EQ. © Q. POWER -/- / 5 ( ��- • w 1 I OUTLET I OUTLET ISSUE DATE:BER 04/01/2019 ♦I I/�� \ I ! w ;4- t GROSS FLOOR AREA: 27,657 S.F. Q EQ. X EQ. `� w♦` I, r— U •��— 4 JOB NUMBER: 2019.0108.00 I _./c( l d/ , /\/ • : I I • f _ 71 !_ IT F-0 _� _—ISSUE • 1q � / 3 1 / I I =� I I I -- -- -- - _- -- i l ! ISSUED FOR PERMIT 8 BID --- 04/01/18 w • I - O \ ♦` I I . BUILDING DEPT.COMMENTS 04/24/18 i I ♦• o i - O i ( , 9„ ) 9" / UNDER CARPET WIRING - --- -------- i o.l• _ _ IG• I Io. o w♦` I TRANSITION BOX /... ./ . O • �' I u- °'-°" ,2' °"` CONFERENCE ROOM ._ ; r EQ. • / TELEVISION ELEVATION © 5'-7 1/4" I, 5'-6" jr j ., .____,/„._ _\� — - / 4' 8' / 4' 8 ! EQ EQ?-e-- X -7- .` I Q � SCALE: 1/2"= 1'0" -------------------------------___ PRIVATE _ _ /1 1 PRIVATE OFFICE#7 • ----_-_ -__ OFFICE #1 OPEN OFFICE ��-- A/ 123 I c - -' - - - - - _ J I - / o w C 117 115 LLQ -` _ _ _ _ _ _ - __ I O —SEAL 0 Ili = = L = = - I = = = I ' ! Y ♦, - I I _ _ _ r l I' i 1 O i j _ - _ _ _ _ _ _ ' I I ,. EQUAL I, EQUAL �� . 1i � -,t w I TO WALL 1 TO WALL y f z • EQ. • Y / r EQ. 1 i.,0\�� = = = = ii ®I .---1`- L"-,'' G R I.FNBLR.G ' o � _Z . . 1 r--- __- -�I- = = =_1- = = I ST. a LOUIS, T i • EQ. EQ. I PRIVATE o N _ _ _ _ _ _ _ i • .r, -/- 6 OFFICE#8 M _ _ - _ _ _ _ _ =I I I N \\. I � ti'ti LI L. // i ,, 4, _ _ — — — _— i 1 " - \ E-SIGNEDtty Barry 'rrynberg CONFERENC. P/!>-‘liE I : ( ' _ _ = = - -x - - _ } ! } °C BARRY J . GREENBERG a I 4r Q ROOM #1 1 8: / 21 I I _ _ _� _ = = �= 1= I l y p t. #29821 EXP. 12/31 /2020 o E 116 I : • fi cv (I 1 I j o WHITEBOARD —SHEET r i EQ. EQ. , - - n w 0 i — ' — ��— /\, — 1 - ° ENLARGED OFFICES 8� __-__ _ _ — — -M - - - C W BACK OF HOUSE PLANS I 610 9 d o 4/ PRIVATE \ �j a DRAWN: SAR C__- -0 d OFFICE#9 ( \` CHECKED: MBKC W . [ , . LL.,,1, O n M U 1 \ • , O -iP- A303 P CEILING PLAN ENLARGED BREAKROOM REFLECTED CEILING PLAN ` WHITEBOARD ELEVATION w ENLARGED OFFICES REFLECTED C = 3 _ 6 SCALE: 1/2"= , °" SCALE: 3/16"- 1' 0" NORTH �/ SCALE: 3/16"= 1' 0" NORTH =/ ._-7-.. DOOR SCHEDULE PAINTING GENERAL NOTES ROOM FINISH SCHEDULE - DOOR MATERIAL FRAME DETAILS A. ALL BUILDING COLUMNS TO BE PAINTED FROM FLOOR TO UNDERSIDE OF ROOF DECK. - mormah - a ELEVATION HARDWARE REFER TO ROOM FINISH SCHEDULE FOR COLOR. FLOOR BASE WALLS CEILING g DOOR# DOOR LOCATION DOOR SIZE 2/A401 DOOR FRAME HEAD JAMB GROUP# NOTES B. ALL MECHANICAL, ELECTRICAL CONDUIT, SUPPORTS, OVERHEAD EQUIPMENT,AND ROOM CEILING - EDqVMM cn 115A I OPEN OFFICE ENTRY 3'-0" X 7'-0"X 1 3/4" A ALUM./GL ALUM. 5/A402 6/A402 1 ANY MISCELLANEOUS DEVICES AT THE UNDERSIDE OF ROOF DECK OR ROOM NAME NOTES WALL-MOUNTED TO BE PAINTED TO MATCH ADJACENT SURFACE, NO. HEIGHT BARRY ' JAY - o I 1 15B OPEN OFFICE I 3'-0" X 7'-0"X 1 3/4" B ALUM./GL ALUM. 7/A402 I 7/A402 2 N M Ln r\ N - .o <' Im m N M v Ln T. oD 6 w ' GREENBERG _ 1 15C OPEN OFFICE EXIT 3'-0"X 7' 0"X 1 3/4" C H.M. H.M. 8/A402 8/A402 3 C. ALL HOLLOW METAL AND WOOD DOORS AND FRAMES TO BE EPDXY AND PAINTED U U U U U U `- ~ ~ ~ r `- '- CT: U TO MATCH ADJACENT WALL. 3 ARCHITECT I 116 CONFERENCE ROOM 3.-0" X 7'-0"X 1 3/4" B WOOD/GL H.M. 8/A402 8/A402 4 D. ALL CONDUIT DROPS SHALL BE PAINTED TO MATCH ADJACENT WALL, 100 VESTIBULE EXISTING 117 PRIVATE OFFICE#1 3'-0" X 7'-0"X 1 3/4" B WOOD/GL H.M. 8/A402 8/A402 4101 101 SALES FLOOR - EXP. DECK REFER TO A102 FOR FLOOR FINISH LOCATIONS. o E. PAINT IN OPEN OFFICE MUST CURE FOR A MINIMUM OF (2) WEEKS BEFORE 0 118 PRIVATE OFFICE #2 I 3'-0"X 7'-0"X 1 3/4' B i WOOD/GL H.M. 8/A402 8/A402 4 INSTALLATION OF WALL GRAPHICS. 102 CASH OFFICE 6 EXISTING REPLACE DAMAGED CLG.TILES TO MATCH EXISTING 2710 Sutton Blvd . 119 PRIVATE OFFICE#3 3'-0"X 7'-0"X 1 3/4" B WOOD/GL H.M. 8/A402 8/A402 4 104 HALLWAY - 0 EXISTING REPLACE DAMAGED CLG.TILES TO MATCH EXISTING St. Louis, M O 63143 2 120 I PRIVATE OFFICE#4 3'-0"X 7'-0"X 1 3/4" B I WOOD/GL H.M. 8/A402 8/A402 4 I REPLACE DAMAGED CLG.TILES TO MATCH EXISTING. w w w. a d g-s t I . c o m - 121 PRIVATE OFFICE#5 3'-0"X 7'-0"X 1 3/4" B WOOD/GL KM. 8/A402 8/A402 4 HARDWARE GENERAL NOTES 105 EXISTING MEN EXISTING EXISTING TILE TO RECEIVE SANIGLAZE FINISH. P:: 3 1 4 . 6 4 4 . 1 2 3 4 106 EXISTING WOMEN EXISTING REPLACE DAMAGED CLG.TILES TO MATCH EXISTING. F:: 3 1 4 . 6 4 4 . 4 3 7 3 A 122 PRIVATE OFFICE#6 3'-0"X 7'-0"X 1 3/4" B WOOD/GL H.M. 8/A402 8/A402 4 1. DOOR SIGNAGE PER SCHEDULE TO BE PROVIDED BY HARDWARE SUPPLIER INSTALLED EXISTING TILE TO RECEIVE SANIGLAZE FINISH. BY GENERAL CONTRACTOR. ROCKWOOD BFM SERIES.BACKGROUND COLOR= - 123 PRIVATE OFFICE#7 3'-0"X 7'-0"X 1 3/4" B WOOD/GL H.M. 8/A402 8/A402 4 BLACK 101; BORDER, LETTERING & BRAILLE=WHITE 949. 108 ASSOCIATE LOUNGE 6 EXISTING REPLACE DAMAGED CLG.TILES TO MATCH EXISTING - - - ALL ARCHITECTURAL AND ENGINEERING DRAWINGS cs9124 PRIVATE OFFICE#8 3'-0" X 7'-0"X 1 3/4" B WOOD/GL H.M. 8/A402 8/A402 4 2. ALL DOOR HANDLES TO BE LEVER TYPE PER A.D.A. REQUIREMENTS. 109 MANAGER OFFICE 6 EXISTING REPLACE DAMAGED CLG.TILES TO MATCH EXISTING ARE IN CONFIDENCE ANDDISSEMiNATIONMAYNOTBE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE . 125 PRIVATE OFFICE#9 3'-0"X 7'-0"X 1 3/4" B WOOD/GL H.M. 8/A402 8/A402 4 3. ALL LOCKSETS, PADLOCKS, CYLINDERS,SLIDING ENTRANCE AND EXIT DOORS WILL BE 110 STORAGE - ARCHITECTALL COMMON LAW RIGHTS OF EXP. DECK COPYRIGHT AND OTHERWISE ARE HEREBY .....__.___.._.. ___. .. _.. SPECIFICALLY RESERVED *ALL DOORS NOT LISTED ARE EXISTING TO REMAIN. SHIPPED WITH YALE"SFIC"CONSTRUCTION CORES FOR USE DURING THE 113 RECEIVING 6 6 - EXP. DECK CONSTRUCTION PHASE. - • .. • •-- - 114 STORAGE © 0 EXP. DECK —OWNER 4. THE OFFICE DEPOT OFFICE MAX STORE MANAGER IS RESPONSIBLE FOR INSTALLING -- - - - , THE NEW CORES PROVIDED BY OFFICE DEPOT LOSS PREVENTION. 115 OPEN OFFICE 6 6 • 6 6 0 6 6 6 EXP. DECK HARDWARE SCHEDULE 116 CONFERENCE ROOM +p 6 0 S S 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. - Office DEPOT GROUP 1 (DOOR 115A) GROUP 2(DOOR 115B) GROUP 4(DOORS 116-125) 117 PRIVATE OFFICE#1 6 6 6 6 0 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. _ OfficeMax 1 HEAVY DUTY DEADLATCH 4590-35-101-628 ADAMS RITE 1 HEAVY DUTY DEADLATCH 4590-35-101-628 ADAMS RITE 1 ENTRY LOCKSET ENTRY FUNCTION LEVER IC STUD LIMITING HEIGHT NOTES (OR BY DOOR MANUFACTURER) (OR BY DOOR MANUFACTURER) MLX81-SB26D306R211C ARROW 118 PRIVATE OFFICE#2 6 6 6 6 a 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. PUSH PADDLE 4590-02-00-628 ADAMS RITE 1 LEVER HANDLE 4569-601-130 ADAMS RITE 1 DOOR CLOSER 5101-BC-PA-689-SNB PDQ 1. CLEAR HEIGHT IS THE DISTANCE FROM FLOOR TO TOP OF WALL OR TO BRACE 119 PRIVATE OFFICE#3 6 6 6 6 6 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. 6600 NORTH MILITARY TRAIL BOCA RATON, FL 33496 (OR BY DOOR MANUFACTURER) (OR BY DOOR MANUFACTURER) 3 HINGES TA2714 4Y2 X 4Y2 (US26D) MCKINNEY LOCATION (HORIZ. OR DIAGONAL KNEE BRACE). 120 PRIVATE OFFICE#4 6 0 0 6 6 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. 1 IC MORTISE HOUSING WITH AR CAM 1 IC MORTISE HOUSING WITH AR CAM 1 CONSTRUCTION CORE 1 HES 5000 ELECTRIC STRIKE 1 HES 5000 ELECTRIC STRIKE 1 DOOR STOP 471 (US26D) ROCKWOOD 2. SEE DETAIL 1/A401 FOR TYPICAL BRACING REQUIREMENTS. 121 PRIVATE OFFICE#5 0 6 * 6 6 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. PHONE: (561) 438-6299 _ FAX: (561) 438-7237 PIP24VDC PLUG IN POWER SUPPLY IAMP 24VDC 1 PIP24VDC PLUG IN POWER SUPPLY IAMP 24VDC 3 SILENCER 608 ROCKWOOD 3. ALL METAL STUD MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, 122 PRIVATE OFFICE#6 6 6 0 6 0 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS, 2 RECESSED STEEL DOOR MAGNETIC CONTACT 947-75 3/4" 2 RECESSED STEEL DOOR MAGNETIC CONTACT 947-75 3/4" CORRESPONDING TO THE REQUIREMENTS OF ASTM A653-94 AND SHALL BE ZINC HONEYWELL HONEYWELL COATED MEETING ASTM A924. MINIMUM YIELD STRENGTH SHALL BE 33,000 PSI FOR 123 PRIVATE OFFICE#7 6 • 0 6 6 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. —PROJECT 1 PIVOT SET i 47 ALL RUNNERS AND ALL 33 MILS AND 43 MILS MEMBERS;AND 50,000 PSI FOR ALL 54 1 PIVOT SET 147 (626 RF) RIXSON (626 RF) RIXSON 124 PRIVATE OFFICE#8 I 0' 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. 1 PIVOT M 19 (626 RF) F) RIXSON MILS, 68 MILS, AND 97 MILS. STUDS PROPERTIES SHALL BE AS MANUFACTURED BY PIVOT M19 (626 RF) RIXSON METAL STUD MANUFACTURERS ASSOCIATIONS PER LC-B.O, NO.4943 OR APPROVED 125 PRIVATE OFFICE#9 6 6 6 6 O 10-0" REFER TO A303 FOR WALL FINISH LOCATIONS. 1124 1 CONSTRUCTION CORE 1 THRESHOLD 171A PEMKO EQUAL.STUDS SHALL BE A MINIMUM 33 MILS"C"SHAPE, 1.625"WIDE(U.O.N.),OF THE 1 THRESHOLD 171A PEMKO 1 CLOSER 8501 (689) NORTON DEPTHS AND SPACING SHOWN ON DRAWINGS. TRACKS SHALL BE 54 MILS,WITH A - INTERIOR COLUMNS- SALES FLOOR SET WEATHER STRIP BY DOOR MANUFACTURER GROUP 3(DOOR 115C) MINIMUM FLANGE OF 1.25". BRIDGING SHALL BE COLD ROLLED CHANNEL,MINIMUM -� 1 � 1.5" DEEP WITH 0.5625" FLANGE WIDTH. SPACE BRIDGING AT 4'-0"MAXIMUM O.C. INTERIOR COLUMNS-. • 1 SWEEP BY DOOR MANUFACTURER 3 HINGES TA2714 4Y2 X 4Y2 NRP (US26D) MCKINNEY 6 - VERTICALLY. DOUBLE UP STUDS AT ALL JAMBS. ALL CONNECTIONS SHALL BE PER OPEN OFFICE 1 CLOSER 8501 (689) NORTON 1 RIM EXIT DEVICE 2150 EO (630) YALE MANUFACTURER'S RECOMMENDATIONS. SPLICE IN FRAMING MEMBERS,OTHER THAN *EXISTING FINISHES TO REMAIN IN EXISTING ROOMS NOT LISTED. 1 PULL RM7210 (US32D/630), 1 1"CTC, ROCKWOOD 1 CYLINDER HOUSING, MORTISE K660 X 1 3/8' (626) YALE RUNNER TRACK SHALL NOT BE PERMITTED, ANCHOR RUNNER TRACK TO CONCRETE 2 CONSTRUCTION CORES WITH .14501.5" HILTI FASTENERS PER ESR-1663 AT 32"O.C.MAX. ��- 1 CLOSER 8501 (689) NORTON 3 SILENCERS 608 ROCKWOOD A MATERIAL SCHEDULE 1 ALARM SDA 16-1 YALERI CODE DESCRIPTION PRODUCT/NAME COLOR/ FINISH SIZE MANUFACTURER LOCATION USED NOTES I cc CARPET STYLE: ESPARTO DAWN 24"X 24" TANDUS CENTIVA SALES FLOOR, INSTALL WITH QUARTER TURN FOR BOTH POST/PLATE CP-1 PRODUCT NO. MANAGER /CASH COMBO ATTACH (2) b" METAL STUDS W/ 1017049-025-00 OFFICE r- = N f. NOTE: HILTI-XU 0.157 DIA P.A.F. CARPET STYLE: PUNCTUATE DUSK TANDUS I CENTIVA TECH AND INTERIOR INSTALL WITH QUARTER TURN NOTE:ATTACH TOP OF Z 20 GA 4X4 MR CLIP AT THE STUDS NOTED ON THE PARTITION WALL WITH CLIP TO @ 12" O.C. (1) EACH CP-2 PRODUCT NO. CPD ROOF DECK 2 TYPES ARE THE MINIMUM.GC TO VERIFY 3625162-33 BOX HEADER. SIDE 1017049-003-00 - WOOD BEAM BOTTOM OF FLUTE WOOD BEAM AND PROVIDE THE PROPER METAL STUDS CARPET STYLE: PLEXUS COLOUR GUN POWDER . 6"WIDE TANDUS CENTIVA FURNITURE BORDER _, Q �O1 \.._ REQUIRED FOR ACTUAL VERTICAL SPAN. 3/8, 3 1/2" IV 02875 18509 /-ROOF DECK CP-3 cn 1� --_ 3X3X1/4 STEEL ANGLE - - B.O. DECK .-_�_ j,. -'t B.O. DECK .:�.. = `; -_. 3/4'^' CARPET 8 3/8" f2 1 STYLE:THIN LINES 02578 EVENING 24" X 24" TANDUS CENTIVA OPEN OFFICE INSTALL WITH HORIZONTAL VARIES VARIES1/2"THICK BASE PLATE ;" r CP-5 SHADOW 71409 ASHLAR PATTERN 362S162-33 (�'! /77_2,_ 3625162 33 BRACING- 16, BP1 _ c:_:�� CARPET STYLE: INTERCHANGE LIGHTS OUT 36101 24"X 24" TANDUS CENTIVA PRIVATE OFFICES INSTALL WITH QUARTER TURN titl SECURE TO STRUCTURE 48" NOTE: -'�� .� `` " CP-6 O.C. W/CONT.RUNNER ON 4.5`j\ - HSS 2"x2"x3/16"x3'-10" 04051 IFS4 SLOTTED SLIP TRACK, - PROVIDE MOISTURE RESISTANT ------ t 1 SECURED TO ROOF DECK W/ NON RETAIL SIDE ONLY GYP. BD,AT BREAKROOM SINK �� O CARPET STYLE: ROCK SOLID II AQUA PUR 20249 24"X 24" TANDUS ) CENTIVA CONFERENCE ROOMS INSTALL WITH QUARTER TURN 1 (4)1/2"0 ANCHOR CP-7 SELF-TAPPING TEK SCREWS STUD LIMIT HT. / WALL. I -, 043214434 AT EXPOSED METAL DECK EXTEND BOLTS SET IN SLAB W/ ,_ t::•�� - - --- - - --- -- - - 15' 0"A.F.F. GYPSUM BOARD &METAL STUDS �� LUXURY VINYL TILE VENUE WOOD UVP HICKORY 3405 6"PLANKS TANDUS ) CENTIVA OPEN OFFICE STANDARD EMBOSS SQUARE s :V 20 GA 4X4 METAL CLIP AT EA.BRACE -I- 1/2"DIAMETER HILTI HY 200 EPDXY, LVT-2 EDGE TREATMENT_ TYPE'X' /s GYPSUM BOARD- TO 1/2"BELOW ROOF DECK.ATMIN 2 3/4" EMBED BOTH SIDES 1 C-> ACOUSTICAL LAY-IN ACOUSTIC TILE CEILING EXTEND EXPANSION ANCHOR TRANSITION STRIP ME002 METAL EDGE 00178 IRONSIDE TANDUS CENTIVA BETWEEN CARPET AND41114 �^ CEILING, WHERE SPECIFIED, TS-1 GYPSUM BOARD &METAL STUDS HSS3X3X01/4 CENTER LINE OF STEEL DEUX LVT FLOORING. STEEL STUD BRIDGING SEE REFLECTED CEILING PLAN 4 T.O. WALL TO 4"ABOVE CEILING POST � �-� (2) 3625162-33 PL-1 TEXTURE LAMINATE 4888-38 RUSTIC SLATE WILSONART COUNTERTOPS = @ 48" O.C. MAX.-------__________ -v >_ `�-"3 12'-0"A.F.F. _ __.. . --- . . I = PROVIDE FULL WIDTH SOUND ACOUSTICAL LAY IN ACOUSTICAL LAY IN CEILING, _ _ PLAN VIEW PLAN VIEW PL-2 MATTE CHARCOAL S 6014-T BLACK PEARL NEVAMAR IAS NEEDED _ ATTENUATION BATT INSULATION PLASTIC LAMINATE 1885K-07 MARMO BIANCO WILSONART OPEN OFFICE FINISH:TEXTURED GLOSS =_ CEILING, WHERE SPECIFIED WHERE SPECIFIED,SEE ,- - TO 10'-6"A.F.F.STC=50 MIN. �� PL-3 = ==� -$1� -SEE CEILING PLAN REFLECTED CEILING PLAN f, _ ____ _ __ _ ___ _______ COUNTERTOPS_ _ - ..�j T.O. WALL s -- - - - --- e_ STEEL STUD BRIDGING L! /8'GYPSUM BOARD PLASTIC LAMINATE SB027 SUMMER PIONITE OPEN OFFICE BASE FINISH:TEXTURED SUEDE SOUND ATTENUATION BATTS @ 48" O.C. MAX. A.C.T. 9 ae " .� - j YY 8'-0"A.F.F. _l PL-4 VACATION CABINETS INSULATION. STC= 50 MIN. ) 10' 0"A.F.F. 1 Y2"GYPSUM BOARD �/ ATTACH TOP OF WALL PL-5 PLASTIC LAMINATE SG21 1 INGOT GRAY PIONITE OPEN SHELVES FINISH: TEXTURED SUEDE I 15060 SW SEQUOIA PKWY, AT EXPOSED METAL DECK ' s r // WITH CLIP TO 3625162 33 1 � /s MOISTURE-RESISTANT / WHITE WHITE FLOUR SW 7102 SHERWIN WILLIAMS PROMAR WALLS EGGSHELL- UNLESS NOTED T I G A R D , O R 97224 ' EXTEND GYP, BD,TO 1/2" GYPSUM BOARD ` 362S162-33 @ 16"O.C. s „ BOX HEADER = - BELOW ROOF DECK.AT j / GYPSUM BOARD 1 T.O. WALL k PT-1 200 ZERO VOC EG-BREL OTHERWISE 3625162-33 @ 16"O.C. $ 1' 162S162 33 @ 16"O.C. % >r FINISH, B20-2600 SERIES ISSUE DATE: 04/01/2019 ACOUSTIC TILE CEILING EXTEND P3A 3' b' A.F.F. TO 12'-0"A.F.F. /� 362S162-33 @ 16"O.C, —�� - —h - - GYP. BD,TO 4"ABOVE CEILING. STORE NUMBER: #921 .-1- 1. k. PT 2 WHITE WHITE FLOUR SW 7102 SHERWIN WILLIAMS PRO WALLS PRE-CATALYZED WATER - �i — 3625162-33 @ 16' O,C. _ GROSS FLOOR AREA: 27,657 S.F. s/$'GYPSUM BOARD BOTH SIDES PROVIDE FULL WIDTH SOUND s- -T — AL"" BASED EPDXY _ 600162S 33 @ 16"O.C. ,- INDUSTRI JOB NUMBER: 2019.0108.60 ATTENUATION BATT INSULATION HSS 2"x2"x3/16"x3' 10"� I =� ,-. - - o LIGHT GRAY NEBULOUS WHITE SW7063 SHERWIN WILLIAMS PROMAR WALLS EGGSHELL- UNLESS NOTED r` 362S162-33 @ 16"O.C. 1 TO 10'-b"A.F.F.STC=50 MIN. , EXISTING EXTERIOR WALL 4 ; 7 / M PT-3 200 ZERO VOC EG-SHEL OTHERWISE —ISSUE BASE AS SCHEDULED r„ _ a BASE AS SCHEDULED - BASE AS SCHEDULED FINISH, B20 2600 SERIES BASE AS SCHEDULED BASE AS SCHEDULED BASE AS SCHEDULED /�' ISSUED FOR PERMIT&BID 04/01/18 FLOOR FINISH AS SCHEDULED 15-: FLOOR FINISH AS SCHEDULED G% FLOOR FINISH AS SCHEDULED I FLOOR FINISH AS SCHEDULED ISSUED LIGHT GRAY NEBULOUS WHITE SW7063 SHERWIN WILLIAMS PR W W T FLOOR FINISH AS SCHEDULED �� 1 PT 4 O LOWER WALLS PRE-CATALYZED WATER BUILDING DEPT.COMMENTS oa/2ans CONTINUOUS BOTTOM TRACK • CONTINUOUS BOTTOM CONTINUOUS BOTTOM CONTINUOUS BOTTOM , // INDUSTRIAL'"` BASED EPDXY - CONT. BOTTOM TRACK TRACK SECURED TO SLAB W/ TRACK SECURED TO SLAB W/ TRACK SECURED TO SLAB W/ - ---- - SECURED TO SLAB W/ .145 XY2' 1 „ FLOOR FINISH AS SCHEDULED PURPLE FABULOUS GRAPE SW6293 SHERWIN WILLIAMS PROMAR ACCENT WALLS EGGSHELL-UNLESS NOTED POWDER ACTUATED P1 SECURED TO SLAB W/.145 X/2 P2 .145 XY2"POWDER ACTUATED P3 P4 .145 XY2'POWDER ACTUATED P5 .145 XY2'POWDER ACTUATED Pb PT-5 200 ZERO VOC EG-SHEL OTHERWISE FASTENERS @ 16"O.C. POWDER ACTUATED FASTENERS @ 16"O.C. FASTENERS @ 16"O.C. FASTENERS @ 16"O.C. FINISH, B20-2600 SERIES FASTENERS @ 16"O.C. .. . WATERBORNE ACRYLIC STRUCTURE&MISC. BOTTOM OF ROOF JOISTS - --- ---- ----- ----- DRYFALL FLAT FINISH, EQUIP. SCALE:3/8"= 1'-0" N. B42T0081 I LIGHT BLUE BORA BORA SHORE SW9045 SHERWIN WILLIAMS PROMAR ACCENT WALLS- EGGSHELL- UNLESS NOTED - -- -- - -- PT-7 200 ZERO VOC EG-SHEL FLOOR TO 12'-0"A.F.F. OTHERWISE 0 FINISH, B20-2600 SERIES $ /WHERE PARTITION IS PARALLEL -� CORAL REJUVENATE SW 6620 SHERWIN WILLIAMS PROMAR ACCENT WALLS EGGSHELL- UNLESS NOTED —SEAL 0 TO DECK FLUTES, PROVIDE 20"x PT-8 200 ZERO VOC EG-SHEL OTHERWISE I� t T� FINISH, B20-2600 SERIES 4"x 12 GA.STEEL PLATE 24"O.C. '- J� N (2 PLATES BETWEEN JOISTS) 2 TEK - ._ _____ _ �``y ,✓ = SCREWS EA. FLUTE,MUST LOCATE WALLPAPER TBD TBD TBD TBD CONFERENCE ROOMS PROVIDE LEVEL 5 GYPSUM Nt7.1 1":,.-fTO CONTACT AT LEAST 1 FLUTE WC-1 BOARD FINISH ON WALLS TO (Li,- BARRY J. Y ON EA.SIDE OF PARTITION -----_.__-- ------.-------..-.---_-.._ .. ---____-- .-- --- RECEIVE WALLPAPER. +''1 GREENBERG ('•� WB-1 WALL BASE 54 BLACK-BROWN ARMSTRONG H ,,, Jr\ WB 2 WALL BASE 32 PEBBLE JOHNSONITE I ® ST. LOUIS, MO • I I I / \ iir B.O. DECK / AS ! AS 1 ACT-1 ACOUSTICAL CEILING TILE MODEL"#704 WHITE 2'x 2'x5/8" ARMSTRONG CEILING 15/16"WHITE GRID OR USG t,� ' SCHEDULED 'SCHEDULED! csI I _ I \ 1 CORTEGA" SYSTEM EQUAL � � l 4" 4" 4" 4" /% '�� T.O. GYP. BD. & 1.., a r METAL STUDS �� % r SCHEDULE�Q o 1+ /� • \- E-SIGNED 4', ��rrY�reenberg CONT J TRIM TYP. ` -� • 1"GAP TO ALLOW FOR VERTICAL /t Tri ` / ,'/ ,. R R Y J . GREENBERG DEFLECTION ; __ „ ,� __ ., / COLD FORMED STEEL IDENTIFICATION INT. STUD FRAMING HEIGHTS #2982 1 EXP, 12/31 /2020 o 0 %; LAMINATED 0 . Ya TEMPERED o , E-HOLLOW METAL FRAME .a BETWEEN THE STUD AND TOP OF Lu / w ' ' MEMBER DEPTH: (EXAMPLE: FLANGE WIDTH: (EXAMPLE: I TYPE SPACING ALLOWABLE DEFLECTION MAXIMUM HEIGHT IMPACT GLAZING GLASS ) 1/s 1.625"= 162 x 1/100 —SHEET a THE SLOTTED SLIP TRACK ' ' _ ' b" = 1/100 INCHES ALL s '= i% ;! HOLLOW METAL DOOR 250S125-33 16 L/240 1Z-0" w i /' W / MEMBER DEPTHS ARE INCHES) ALL FLANGE WIDTHS t I '7.-..c..,>SLOTTED SLIP TRACK U \ �� U �� U \\ TAKEN IN 1/100 INCHES. ARE TAKEN IN 1/100 INCHES 250S125-43 16 L/240 13'-0" I - SCHEDULES, PARTITION N • \\ h \\ N \\ Q •\\ Q •\\ Q \\ 362S125-33 16 L/240 16'-0” TYPES & DETAILS PARTITION AS SCHEDULED, o `\ \ co o `\ \ M \\• \\ M 600 362S125-43 16 L/240 I 17'-5' DO NOT FASTEN TO -� �� 016 o —- !_— •SLOTTED SLIP TRACK \ DRAWN: SAR , •s Si, \ • 1400S125 43 16 L/240 I 18'-10" CHECKED: MBKC ' AT FIRE RATED PARTITIONS -ADD FIRE SAFING AND FIRE STYLE: MATERIAL THICKNESS: 1600S125-33 16 L/240 23'-9" CAULKING AT TOP OF WALL & DEFLECTION GAP. ALL A O 1211 S =STUD OR JOIST SECTION (EXAMPLE:0.054"=54 MILS 1 MIL= 1/1000 INCH I6005125 43 16 L/240 26' 1" E. WALL PENETRATIONS IN RATED WALL TO BE FIRE CAULKED T=TRACK SECTION ) J 4 L_ =Ls SLIP TRACK DETAIL DOOR ELEVATIONS == . ==T3 z SCALE: 3"= 1'-0" SCALE: 1/4"= l'-0" LEGEND GENERAL NOTES KEYNOTES 1SYMBOL DESCRIPTION NOTES A. CONTENT OF DRAWINGS REFLECTS WORK BY MULTIPLE PARTIES. SEE"RESPONSIBILITY SCHEDULE", (G100) "COVER SHEET' FOR COORDINATION,DIVISION OF LABOR O EXISTING LIGHT FIXTURES TO REMAIN CONNECTED TO ENERGIZED CIRCUITS.CLEAN ta ® 0- ► 1 8' LOW-BAY AND RE-LAMP PER OWNERS REPRESENTATIVE. a & REQUIRED VENDORS. . il 4' LOW-BAY B. ALL NOTES, GENERAL NOTES, KEYNOTES & LEGEND ENTRIES ARE SHEET SPECIFIC O RELOCATE EXISTING FIXTURE AS SHOWN. LIGHT FIXTURES NOT IN STOCK AREA eQ PM ift: MO __, AND DON'T APPLY TO OTHER SHEETS, UNLESS NOTED OTHERWISE. SHALL BE RECONNECTED TO EXISTING CIRCUIT& CONTROLS WHERE POSSIBLE, a 8' STRIP OTHERWISE CONNECT TO LOCAL LIGHTING CIRCUIT. VERIFY IN FIELD. MOUNT AT JOHN • M • B R U N S C 8"PUCK LIGHT C. NOT ALL SYMBOLS IN LEGEND ARE USED. "_" IN LEGEND INDICATES DEFAULT SAME HEIGHT AS EXISTING FIXTURES.VERIFY CIRCUIT AMPS & LIGHTING CONTROL �1 DEVICE TYPE. LEGEND 'NOTES'COLUMN LIST DEFAULT MOUNTING HEIGHT TO PATTERN (IF APPLICABLE) TO COMPLY WITH LIGHTING NOTE B. E N G I N E E R • 2'x4' RECESSED TROFFER CENTER, INSTALLATION TYPE OR LOCATION OF INSTALLATION INFORMATION. 3 CONNECT TO UNSWITCHED CONDUCTOR OF THE NEAREST LIGHTING CIRCUIT IN • TRACK SECTION D. BRANCH CIRCUITS SHALL BE (2)#12, #12 GR IN 1/2"CONDUIT,UNLESS NOTED O OTHERWISE. PANEL'A'. P,°- m TRACK HEAD E. CIRCUITS ARE CONNECTED TO PANEL'A', UNLESS NOTED OTHERWISE. O4 PROVIDE 0-10V DIMMING CONTROL WIRING TO EACH FIXTURE INDICATED.WIRING 2 71 O Sutton Blvd. z m TRACK HEAD WITH STEM F. A LOWER CASE LETTER NEXT TO A LIGHT FIXTURE INDICATES THE SWITCHING LEVEL SHALL BE STRANDED,TWISTED, 18 GAUGE COPPER PAIR MARKED WITH GRAY AND LIGHT FIXTURE. SWITCHING DEVICES WITH A LOWER CASE LETTER INDICATES WHICH PURPLE. DO NOT RUN IN CONDUIT WITH LINE VOLTAGE WIRING. St. Louis, MO 63143 a LARGE PENDANT LEVEL THEY CONTROL. SWITCHING LEVELS MAY HAVE MULTIPLE SWITCHING OS CONNECT NEW LIGHTING CONTROLS TO NEW FIXTURES AND ENSURE PROPER W W W. a d g- s t I . co m a DEVICES. SWITCHING LEVELS ARE RELEVANT TO THEIR ROOM,UNLESS NOTED WORKING CONDITIONS. P:: 3 1 4 . 6 4 4 . 1 2 3 4 SMALL PENDANT OTHERWISE. O RECONNECT EXISTING FIXTURE AS SHOWN. CONNECT TO INDICATED CIRCUIT IN F:: 3 1 4 . 6 4 4 . 4 3 7 3 8 0-1 ®1 EXIT SIGN (WALL I PENDANT MOUNTED). HATCHES INDICATE G. A LOWER CASE'u' INDICATES AN UNSWITCHED CONDUCTOR OF THE NEAREST OFFICE DEPOT PANEL'A'AND CONNECT TO NEW LIGHTING CONTROLS. co SIDE(S) WITH STENCIL. ARROWS INDICATE CHEVRON(S) CIRCUIT. O7 RELOCATE & RECONNECT EXISTING FIXTURE AS SHOWN. CONNECT TO INDICATED .. DIRECTION H. ADJACENT SWITCHES MAY BE COMBINED INTO MULTI-GANG BOX. h CIRCUIT IN OFFICE DEPOT PANEL'A'AND CONNECT TO NEW LIGHTING CONTROLS. ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE ., EMERGENCY FIXTURE ( BATTERY PACK I SUSPENDED I REMOTE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE b g HEADS) 8O INSTALL TIMED OVERRIDE SWITCH NEAR ENTRANCE.VERIFY LOCATION WITH ARCHITECT.COPYRIGHT ALLAND COOTHEMMONRWISLAW EARE RIGHTS OHEREBYF LIGHTING NOTES OFFICE DEPOT PROJECT MANAGER.SET OVERRIDE PERIOD AT 2 HOURS.CONNECT _ SPEC I F I C A l L Y RESERVED iTO LIGHTING CONTACTORS TO TURN GENERAL LIGHTING ON DURING {f} MANUAL TOGGLE SWITCH: 277/120V, WHITE +48" _:05 'HUBBELL' #1221 W A. CONSTRUCTION SHALL BE COMPLETED IN PHASES TO MINIMIZE STORE DOWN TIME. NON BUSINESS HOURS.SEE DETAIL 4/E401. PROVIDE 4"W x 3"H ENGRAVED PLASTIC —OWNER . M: MOTOR -'HUBBELL'#HBL7832D COORDINATE WITH OFFICE DEPOT P.M.,STORE MANAGER&LANDLORD. PLAQUE BELOW SWITCH STATING: PUSH FOR AFTER HOURS LIGHTING OVERRIDE-2 OS:OCC.SENSING, 120V-'LUTRON' #MS-OPS5M-WH HOURS. Office DEPOT S:SPECIAL-AS NOTED ON PLANS B. ALL EXISTING TO REMAIN & REUSED LIGHT FIXTURES SHALL BE CLEANED. VERIFY [E] EXISTING LIGHT FIXTURE IS TO REMAIN. T:2 HR TIMER-'INTERMATIC' #FF32H CHARACTERISTICS IN FIELD. ENSURE PROPER WORKING ORDER OF FIXTURES. OfficelVtax CONTRACTOR TO REUSE EXISTING CIRCUITS AS LONG AS CIRCUIT IS NOT LOADED [S] SALVAGE LIGHT FIXTURE IS TO BE RELOCATED. TOS TIMED OVERRIDE SWITCH -WATTSTOPPER #RT-100-W +48" OVER 13 AMPS &50/50 SWITCHING PATTERN IS MAINTAINED. VERIFY IN FIELD. SEE REFLECTED CEILING PLAN FOR PAINTING REQUIREMENTS. [R] RELOCATED LOCATION OF SALVAGED LIGHT FIXTURE. LIGHT FIXTURES IN COLAB PC PHOTOCELL: CEILING AREA SHALL BE CONNECTED TO CIRCUIT AND LIGHTING CONTROLS AS 6600 NORTH MILITARY TRAIL -: INTERMATIC EK4336S C. REUSE EXISTING HANGERS, WHIPS, ETC. WHERE POSSIBLE. NEW WIRING SHALL BE INDICATED. LIGHT FIXTURES NOT IN COLAB AREA SHALL BE RECONNECTED TO B O C A R A T O N, FL 33496 EXISTING CIRCUIT& CONTROLS WHERE POSSIBLE, OTHERWISE CONNECT TO LOCAL OCCUPANCY SENSOR:WHITE CEILING COMPATIBLE WITH EXISTING. LIGHTING CIRCUIT. VERIFY IN FIELD. MOUNT AT SAME HEIGHT AS EXISTING _: LONG RANGE-SENSORSWITCH #CMR 10,LINE VOLTAGE 12'-0"AFF D. EXIT& EMERGENCY LIGHT FIXTURES SHALL BE CONNECTED TO LOCAL UN-SWITCHED FIXTURES. PHONE: (561) 438 6299 n POWER PACK: 6"AFC LIGHTING CIRCUIT FROM PANEL SERVING AREA. FAX: (561) 438-7237 -:SINGLE POLE-SENSORSWITCH #PP-20 BOS E. ALL LIGHTING SHALL BE CIRCUITED AS SHOWN TO ALLOW MULTI-LEVEL SWITCHING MANUAL DIMMER SWITCH: 277/120V, WHITE +48" AND DAY LIGHTING CONTROL WHERE APPLICABLE. PROVIDE EVEN 50/50 LIGHTING —PROJECT - _:0-1OV 'LUTRON' #DVSTV-WH 2/E101 PATTERN BY SWITCHING ALTERNATE ROWS OR USING A CHECKERBOARD PATTERN. OS:VAC.SENSING,0-IOV, 120V-'LUTRON' #MS-Z101-V-WH F. WHERE APPLICABLE, ORIENT LIGHTS WITH BALLASTS ORIENTED IN SAME DIRECTION. )11l1 WIRE DESIGNATION TICK MARKS (ISOLATED GROUNDDI GROUND I NEUTRAL I SWITCHED HOT I HOT) G. PROVIDE UL LISTED FIRE STOP SYSTEM FOR ANY PENETRATIONS THROUGH 1 HR NUMBER ADJACENT INDICATES WIRE SIZE (#10) RATED DEMISING WALL. t FIXTURE MARK 3XX ## CIRCUIT NUMBER LIGHT FIXTURE SWITCH LEVEL IDENTIFIER y.` LIMITER AMPERAGE 4—CIRCUIT NUMBER TRACK CURRENT = °_ FIXTURE MARK >XX I#A I##a'---SWITCH LEVEL LIMITER IDENTIFIER ,Y-, • TYPICAL: ` EXISTING SITE&BUILDING LIGHTING TO REMAIN CONNECTED TO Iad ENERGIZED CIRCUIT. 1 II 1_ --:- —7— - I — I r AJ - , 0 1 Ni p [ ! I I I Ii NNII I I I II 1 I I II I II [E] De [E] [E]s [E] [E] [E] [E] [E] [E] [E] [E] [E] [E] l_i Tb? W 2 < - [E] 11 F [E]11 tI 11 jI I I0 Ii _E 1 I � / �TYP. ! - i O_ _ - - ' - . [E] [E] 1•••••••••11! - [E] [E] LEl [El [E] i[E] , i I F 0 Fl V__ D -1 [E] [E] [E] [E] ` _ [E] IN [E] [E] 1 - . - - - - "` .�Lit 11\}1 Iii-41. — 0 TYP. �l I� I ^! ( I I 1 I Ii I [R] O [R] O *I [ II I( I 1 I 1 J - I r I 1 n I I rl I I I n I - - ^ I nn� i El [E] [E] _ • ii II 1 I _[E] [E] [E] [E] [E] I 111111 •0u � E (EJ [EJ ° [E] ° [E] ° [E] I [E] ° S �' ( i [S] [Sl R] _ [E] [['] [E] � - E 1 ` �` �'�� i� I — q }I JA649 A 3 R q g .. .� .. I T P. • S Lil . TYP. [E] I I I I I ! I R T"P I /\ 15060 SW SEQUOIA PKWY. A ��„ S snw�al ; q 4>- NOTE:THE CEILING GRID SUSPENSION - T1 I G A R D , OR 97224 . �♦� I .�.� �♦' -- — . TYP. — T rP. I 7 A-1 Ob 1 [R] SYSTEM IS TO BE INSTALLED IN r''� •�.�'.�� _ I _ I - I _ _ C--= -- ACCORDANCE WITH ASTM C636. THE i•��♦ -- 9' ( I 1 Hi �I 1 I II I 14� [R] [E] f [E]mew - [E ---r-- ISSUE DATE: 04/01/2019 'I i i I I 22 [SlI�� CEILING GRID HAS BEEN MANUFACTURED — [E] I I ! I I I I I I 1 i I �' 1 [E] [E] [E] [E] [E] [E] ° I ! [E] ! ! [E] ° ! i u[E] ° 1 q s] - - - -] ° A AND TESTED IN ACCORDANCE WITH ASTM STORE NUMBER: #921 GROSS FLOOR AREA: 27,657 S.F. {1 O ° C635. ONLY THE REQUIRED CLIPS OR =� _ _ O7 � O A-10a - A- �•+ ��" JOB NUMBER: 2019.0108.00 1 -__�, -- _ - ___ - 1 - - I I I I I I "I I I I I � ` — - A-10a A- �. I ` �[R] ; SCREWS WILL SECURE FIXTURES TO THE ---- - I I I I I ( I I I I I I 1 I,l� 1 ( I I I I I I I I A I al t_ _ A22 A GRID PER NEC 410.36(B) AND NO EXTRA —Issue l! I I ( I I I 1 �. � - -Q 3 SUPPORT WIRES ARE NEEDED. ISSUED FOR PERMIT&BID 04/01/18 I - [E] I m 22 O L- -] A-(Oa f Y --- - YW I U q A BUILDING DEPT.COMMENTS 04/24/18 I I I n I -1 I E I I 11- I -- . -- - I A [Sl n A [ fr- (E] [El -= _ "� [El ____ - [E] , c% '1 ( I 1 ® I I I 1 I E J II,I —I [ ] [E] t t ° E ° E ° E E ° ° E [E] , [E] ° �'I 1)^� 6 6 - ° b Lc,' A-10• A-10b t- A-i8r' 1 S A.22 q [ I I I I q 1 TY 75� q .— I I I I � I U I I �r a I _ . -- . TYP. - - - - -5.--- - - F, - _ -- - _ 4 - C J1 5 T'r Ob [R] - [El .TYP. [El 1 0 , [E [E] [E] [E] [E] [E] . LJEE [1:1 [E] I I[ ] I I■ [EMI i.E ■ I [ ] _ l ] I [E]I` i I I il0a ° I (■ A 10b I■ 1A-b0aA- 1 [El i TTI —SEAL I _ -- - _ I I■ 1 I■ ... : • EXISTING PANEL'Bl/B2' - , I , , I ! b b . EXISTING PANEL'C' I I� I — �� ■I I■ \i, ,,,,_-1.1 1 O [ A l 0a FIE �.,.► - EXISTING PANEL'A'�I / I N (• — ■I I■ 1f IJ I_ —J 6 i EXISTING 'MDP'� - L / ■I I■ L __ QINE a EXISTING CONTACTO�-I -t C c TYP. _ _ E] } 111111 (R.. ^ [R] L{E] 4 R I�uW t ' "PE '� [El [El O [ ■ A 10b 74.67,- Z i�-r1�- , CABINET II 4� IV !� 1 1 7 A l Ob u . \ u [E] \ E ° ° ° ° ° ° 4W i - i -iii - O - O O [Sl © � ,A.., l 7A _IO - `( ] L.E____ - - 1 A-10b A-10a 11 „ I A-10b A-10a--+_--J- _ ._' ,_62,, . 1EXISTING CT CABINET ! ! I © - � G I H H- H - - l O 0 C-1 O r _ 010,200 h • I13 I I I I� I1 B 1-28c •` a j [E] [E] I I <> tri,,,_ :1 Ef• _ ' - tti*M.BOSt v 'a's' e o I I I Iriti I .7 ai_ .7 __ r,. I C 1 I 1 1 1 ' 1 1 FxidTiN(� [E] T - . - - I [E] -- iTsl A-10b [R]� A-10a [S] /{,r•►t.!ALlOb Ilk' _ i• I, �. .1 ii .i f, JI N S I _1 ° i— 1 , C== `i_— I 1 1 In 1 ° ,]1 [R]j --_ _ P #76789PEIEXP. 12/31/2020 t[El [E] [E] PANELD� - [ ] [E] " w_ I I — ii i ��_ - s+z [E]m -f-l0a I I I■ ■I i 3 i 1-38 m•� a _ —SHEET \ 911111111111110II I n , , 1�1 I LI I I • ■I u� _ _ I j I I iZ � - - I ` % LIGHTING PLAN 6 BB BB a / IQ Q I cbaOr _ _ DRAWN: DWD / \ / h 1 1 1 __LiCHECKED: JMB \\\<> TOS _ REFERENCE ONLY - - - - - NOT APPROVED WITH THIS PERMIT i-- 1 'I ` 2 3 ) 4 'I `. 5 ' 61 I7 ) ( Q LIGHTING PLAN _ 3 LI', SCALE:3/32"= 1'-0" NORTH LEGEND GENERAL NOTES KEYNOTES SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT SYMBOL DESCRIPTION HEIGHT A. CONTENT OF DRAWINGS REFLECTS WORK BY MULTIPLE PARTIES. SEE"RESPONSIBILITY SCHEDULE", DOMED Q SHEET (G100) "COVER SHEET' FOR COORDINATION, DIVISION OF LABOR&REQUIRED VENDORS. O EXISTING ROOFTOP UNIT: TO REMAIN CONNECTED. DISCONNECT SWITCHES AND o -4---------- HOME RUN 0®T FLOOR BOX: 'LEGRAND', ON-GRADE FLOOR BOX WITH NICKEL g---- - MODULAR WHIP WITH MALE CONNECTOR CONVENIENCE RECEPTACLES TO REMAIN CONNECTED AND UNITS SHALL REMAIN MVEMDD y COVER & FLOORING LEAVE OUT, RECEPTACLES,DATA B. ALL NOTES, GENERAL NOTES, KEYNOTES & LEGEND ENTRIES ARE SHEET SPECIFIC AND DON'T CONNECTED TO EMS SYSTEM.SENSORS ARE TO BE RELOCATED AS REQUIRED AND m HARD WIRED CIRCUITING OUTLETS &A/V CONNECTIONS. PROVIDE ACCESSORIES AS to 6'-0"BLACK CORD WITH (1) 5-20R RECEPTACLE. CONNECT TO APPLY TO OTHER SHEETS, UNLESS NOTED OTHERWISE. PROTECTED DURING CONSTRUCTION.VERIFY WORKING CONDITION OF ALL EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION. CIRCUIT POSITION INDICATED C. NOT ALL SYMBOLS IN LEGEND ARE USED. "-" IN LEGEND INDICATES DEFAULT DEVICE TYPE. JOHN ■ M ■ 6 R U N S 0 D CONDUIT RISE/DROP A: 4-GANG BOX WITH 2 DUPLEX RECEPTACLES,4 CAT6 6'-0"MC CABLE WITH (1) 5-20P PLUG. CONNECT TO CIRCUIT LEGEND 'NOTES'COLUMN LIST DEFAULT MOUNTING HEIGHT TO CENTER,INSTALLATION TYPE OR O PROVIDE NEW PUSHBUTTON FOR DOOR BELL AT MAN DOOR.RECONNECT TO THE °I EXISTING CIRCUIT.VERIFY CIRCUIT IN FIELD PRIOR TO BID. ENGINEER L PANEL BOARD TOP @ 6'-6" JACKS & 1 BLANK FOR A/V CONNECTORS BY OWNER,BOX POSITION INDICATED LOCATION OF INSTALLATION INFORMATION. ti 'EFB45S-OG' &COVER 'EFB45CTNK'. O3 MOUNT RECEPTACLE ON UNDERSIDE OF TABLE IN FRONT OF GROMMET WITH FLEX X POP-UP RECEPTACLE IN TABLE TOP D. BRANCH CIRCUITS SHALL BE (2)#12, #12 GR IN 1/2"CONDUIT, UNLESS NOTED OTHERWISE. USE J TRANSFORMER FLOOR SECURED TO UNDERSIDE OF TABLE. FEED FROM FLUSH MOUNT J-BOX IN WALL.SEE DETAIL /\ S TEMPERATURE SENSOR: PROVIDE JBOX WITH 1/2"CONDUIT TO +72" - - - (2)#10, #10 GR IN 1/2"CONDUIT FOR 120V CIRCUITS OVER 125'IN LENGTH OR 277V CIRCUITS 0 - UNDER CARPET POWER CABLING SEE 7/E401 5/E401. JOIST SPACE OR 6"AFC & 18 GA/2C SHIELDED CABLE TO RTU. OVER 250' IN LENGTH FOR VOLTAGE DROP. N m El BOX (JBOX) REUSE EXISTING WHERE POSSIBLE. -: #12/5,3PH-'TE' #3-553239-3 (50'), #3-553239-4 (100'), O4 PROVIDE DPDT TOGGLE SWITCH AT 48"WITH 2 CONDUCTOR/ 18 GA SHIELDED LV CABLE 2 71 0 Sutton Blvd. o #3-553239 1 (250') E. ADJACENT RECEPTACLES MAY BE COMBINED INTO MULTI GANG BOXES. TO TEMPERATURE SENSOR IN CONFERENCE ROOM &TEMPERATURE SENSOR IN OPEN e- DUPLEX RECEPTACLE: WHITE, 5-20R +18" O FIRE ALARM AUDIO-VISUAL DEVICESt. Louis, MO 63143 _: 'HUBBELL' #HBL5362W 4 UNDER CARPET POWER WHIP RECEPTACLE SEE 7/E401 AREA.WIRE OUTPUT FROM SWITCH (2C/18GA SHIELDED) TO DESIGNATED THERMOSTAT. LL USB: USB-'HUBBELL' #USB20X2W © CO2 SENSOR: PROVIDE JBOX WITH 1/2"CONDUIT TO JOIST +72" WHIP KIT: 'TE' #554181-X POWER NOTES CONNECT SWITCHES SO THAT'UP'POSITION CONNECTS THE RTU TO THE SENSOR IN THE www. adg-stl .com u WP:WITH WEATHER PROOF COVER SPACE OR 6"AFC. OE UNDER CARPET POWER DUPLEX RECEPTACLE 7/E401 CONFERENCE ROOM. PROVIDE"OCCUPIED"&" UNOCCUPIED"LABELS.COORDINATE P:: 31 4 . 6 4 4 . 1 2 3 4 o SW:SWITCHED RECEPTACLE CONTROLLED BY EMS, PROVIDE 5 CIRCUIT: 'COMMSCOPE'#554186 A. CONSTRUCTION SHALL BE COMPLETED IN PHASES TO MINIMIZE STORE DOWN TIME. WITH ENTEK.SENSORS TO BE FURNISHED BY OWNER'S VENDOR. LABEL STATING 'SWITCHED BY EMS' ®®T FLOOR BOX: 'LEGRAND', ON-GRADE FLOOR BOX WITH NICKEL COORDINATE WITH OFFICE DEPOT P.M.,STORE MANAGER&LANDLORD. F:: 31 4 . 6 4 4 . 4 3 7 3 N COVER & FLOORING LEAVE OUT, RECEPTACLES,DATA CIRCUIT ADAPTER: 'COMMSCOPE' #554188,554189,553910 O5 PROVIDE CABLES FROM DOOR CONTROLLER TO EACH DOOR INDICATED: BLK:PROVIDE BLACK OUTLET&COVER PLATE OUTLETS &A/V CONNECTIONS. PROVIDE ACCESSORIES AS ------ UNDER CARPET DATA CABLING 7/E401 B. EXISTING HVAC EQUIPMENT IS TO REMAIN UNLESS NOTED OTHERWISE 2C/18 GA TO DOOR STRIKE 55 DUPLEX GFCI RECEPTACLE:WHITE,5-20R +18" REQUIRED FOR A COMPLETE INSTALLATION. 2C/18 GA TO DOOR ALARM CONTACT : 'HUBBELL' #GFR5362WTR A: 4-GANG BOX WITH 2 DUPLEX RECEPTACLES,4 CAT6 CAT6-'COMMSCOPE' #1499539 C. EXISTING RTU SENSORS & DEVICES ARE TO REMAIN UNLESS NOTED OTHERWISE.VERIFY IN FIELD. 2C/22 GA TO DOOR PROP OPEN SENSOR ALL ARCHITECTURAL AND ENGINEERING DRAWINGS N ® UNDER CARPET POWER TRANSITION BOX ASSEMBLY 7/E401 PROTECT FROM DAMAGE DURING CONSTRUCTION. AREINCONFIDETPRIORNCE RITTEINCONSEATION AYNFTBE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE JACKS & 1 BLANK FOR A/V CONNECTORS BY OWNER,BOX COORDINATE WITH SECURITY VENDOR. ARCHITECT. ALL COMMON LAW RIGHTS OF QUADPLEX RECEPTACLE: +18" FLUSH WALL BOX-'COMMSCOPE' #554805 COPYRIGHT AND OTHERWISE ARE HEREBY iii 'EFB45S-OG' &COVER 'EFB45CTNK'. D. RELOCATE & RECONNECT ALL FIRE ALARM DEVICES AFFECTED BY REMODEL.COORDINATE SPECIFICALLY RESERVED _: (2) DUPLEX RECEPTACLES COVER-'COMMSCOPE' #553292 REQUIREMENTS WITH OWNER & LOCAL AUTHORITIES. PROTECT FROM DAMAGE DURING O DOOR CONTROLLER BY SECURITY VENDOR APPROX. 10'-6"AFF. ETHERNET CABLE FROM ry TELEVISION OUTLET: PROVIDE JBOX & 1" EMT WITH PULL WIRE +18"UNO SW: DUAL CIRCUIT RECEPTACLE WITH ONE DUPLEX SWITCHED TRANSITION BLOCK-'COMMSCOPE' #554862 CONSTRUCTION. MIS CABINET TO DOOR CONTROLLER BY IT VENDOR. TO 12"AFC OR INTO JOIST SPACE —OWNER ft {f} MANUAL TOGGLE SWITCH: 277/120V, WHITE +48" ® UNDER CARPET DATA TRANSITION BOX ASSEMBLY 7/E401 O SECURITY PEDESTAL: PROVIDE RECEPTACLE.CONNECT TO EXISTING EAS CIRCUIT.VERIFY • _: 'HUBBELL' #1221W 0, WIRELESS ACCESS POINT: PROVIDE STEM MOUNTED JBOX +13'-6" FLUSH WALL BOX-'COMMSCOPE'#553739-1 E. EXISTING EMS CONTROLS SHALL REMAIN IN OPERATION UNLESS NOTED OTHERWISE. PROTECT CIRCUIT IN FIELD. M: MOTOR-'HUBBELL'#HBL7832D i FROM JOIST WITH 3/4"CONDUIT,SWIVEL MOUNT&PULL WIRE COVER-'COMMSCOPE' #553095-1 FROM DAMAGE DURING CONSTRUCTION. Office DEPOT - •- - LOW VOLTAGE WIRING. #14 AWG UNO 14 PLUG & PLAY BOX WITH (2) STANDARD POWER CONNECTORS 4/E401 TRANSITION BLOCK-'COMMSCOPE'#2111682 F. PLUG & PLAY BOXES WITH FEWER THAN THREE CIRCUITS ARE TO HAVE SPARE CONDUCTORS ON O PROVIDE DUPLEX OUTLET 9"ABOVE CEILING OR 10'-6"AFF.PROVIDE J-BOX AT 44"AFF UNDER CARPET DATA DUPLEX PORT 7/E401 COMMON CIRCUITS. (VERIFY WITH OD PROJECT MANAGER) AND 3/4"C.STUBBED ABOVE CEILING NEAR OffICE' aX 17OUTLET FOR CABLE TO I-PAD AT DOOR.CONNECT TO EXISTING EAS CIRCUIT.VERIFY 1 ) BELL:24V, BRASS,8W 9'-0"AFF rda' SWITCHED PLUG & PLAY BOX. SWITCHED BY EMS ON 4/E401 2 PORT FITTING -'COMMSCOPE' #554206 G. FOR UNDER CARPET CABLING: CIRCUIT IN FIELD. _: 'EDWARDS' #432-G5 12" BFC '4 EMPLOYEE LEVEL. JACK KIT-'COMMSCOPE' #1933377 (ONE PER CABLE SHOWN) 6600 NORTH MILITARY TRAIL i�. PLUG & PLAY BOX WITH (2) STANDARD POWER CONNECTORS 4/E401 1. ORDER EQUAL LENGTHS OF FLOOR PREPARATION ROLL, #554123,AND CABLE. O EXISTING VESTIBULE&CPD:ALL EQUIPMENT, PHONES AND DATA IN THIS AREA TO REMAIN • PUSHBUTTON:24V, N/O,6W +48" lir Q DATA PORT: PROVIDE JBOX &3/4" EMT WITH CABLE WIRE TO +18" CONNECTED. ENSURE PROPER WORKING CONDITIONS. B O C A R A T O N, FL 33496 ❑ _: 'EDWARDS' #1786C-B �4 CONNECTED TO SEPARATE 208V SINGLE PHASE CIRCUITS 12"AFC OR INTO JOIST SPACE. 2. ORDER EQUAL LENGTHS OF TOP SHIELD, 'TE' #6-553536,AND CABLE. M: MULLION-'EDWARDS'#620 ' '4 IN-RACK LIGHTING PLUG & PLAY BOX WITH (2) POWER 4/E401 III VOICE PORT: PROVIDE JBOX &3/4" EMT WITH CABLE WIRE TO +18" 10 USE EXISTING CIRCUITS FOR PLUG n PLAY J-BOXES IF POSSIBLE.OTHERWISE CONNECT TO PHONE: (561) 438-6299 D '' 3. ORDER ONE SET OF CABLE SPLICES, 'TE' #553454-1, FOR EACH ROLL OF CABLE. INDICATED CIRCUITS.VERIFY AVAILABILITY IN FIELD PRIOR TO BID. FAX: (561) 438-7237 CONNECTORS. SWITCHED BY EMS ON CUSTOMER LEVEL. DOOR BUZZER: #40, 6W, LOUVERED COVER PLATE 9' 0"AFF 12"AFC OR INTO JOIST SPACE. 4. ORDER (2.5') OF HOLD DOWN TAPE, 'TE' #553481,FOR EVERY FOOT OF CABLE. 1 1 IN RACK LIGHITNG:CONNECT TO STARTER BOX FOR CIRCUITS B1-33,35 AND B2-79,81. _: 'EDWARDS' #1065-G5 12" BFC — - — 5 CONDUCTOR MODULAR WIRING XX >< EQUIPMENT MARKIt ELECTRICAL EQUIPMENT LV TRANSFORMER: 120/24VAC 9'-0"AFF 5. ORDER (1) CAN OF SPRAY ADHESIVE, 'TE' #553453, FOR EVERY (3) ROLLS OF HOLD DOWN VERIFY LOCATION OF STARTER BOXES AND AVAILABILITY OF CIRCUITS PRIOR TO BID. —PROJECT 45VA-'EDWARDS' #599 6"AFC C11------- MODULAR WHIP WITH FEMALE CONNECTOR TAPE. 0 EXISTING PLUG & PLAY BOX TO CONVERTED FROM UNSWITCHED TO SWITCHED. SEE H. CONTRACTOR SHALL REUSE EXISTING CIRCUITS WHERE POSSIBLE. FOR PLUG &PLAY BOXES OR PANEL SCHEDULES FOR MORE INFORMATION. [R] RELOCATED DEVICE. UNDERCARPET CABLE WITH MULTIPLE CIRCUITS,THE CIRCUITS MUST SHARE A NEUTRAL 13 PROVIDE J-BOX,CONDUIT,AND WIRING ON INTERIOR WALL MOUNTED AT 6'-8"AFF Ffai [N] NEW DEVICE CONDUCTOR AND THEREFORE BY CODE MUST BE CONSECUTIVE ODD OR EVEN CIRCUIT (SUBJECT TO SITE SPECIFIC CONDITIONS) FOR SIGN. CONNECT TO EXISTING SIGN CIRCUIT NUMBERS. PROVIDE NEW CIRCUITS AS NEEDED OR RECONNECT ODD OR EVEN BREAKERS. VIA SIGN CONTACTOR.COORDINATE WITH SIGN VENDOR AND OFFICE DEPOT PROJECT 0 PROVIDE NEW 2 POLE AND /OR 3 POLE BREAKERS AS REQUIRED BY CODE FOR MULTIWIRE MANAGER FOR SIGNAGE REQUIREMENTS. NEW SIGN REQUIRES 1.1 AMPS AT 120V.FIELD BRANCH CIRCUITS. VERIFY AMP DRAW OF EXISTING SIGN AND VERIFY TOTAL AMPS WITH NEW SIGN DOES NOT I. ROUTE CIRCUITS FOR SWITCHED PLUG & PLAY BOXES THRU LIGHTING CONTACTORS EXCEED 14 AMPS. PAINT J-BOX AND CONDUIT TO MATCH ADJACENT WALL CONTROLLED BY EMS SYSTEM, EMPLOYEE CONTROL LEVEL. 4a 14 PROVIDE J-BOX, CONDUIT, AND WIRING ON INTERIOR WALL MOUNTED AT 12"A3OVE E. EXISTING SECURITY, CCTV DEVICES & EQUIPMENT ARE TO REMAIN UNLESS NOTED OTHERWISE. DOOR (SUBJECT TO SITE SPECIFIC CONDITIONS) FOR SIGN.CONNECT TO EXISTING SIGN t PROTECT FROM DAMAGE DURING CONSTRUCTION. - CIRCUIT VIA SIGN CONTACTOR. COORDINATE WITH SIGN VENDOR AND OFFICE DEPOT PROJECT MANAGER FOR SIGNAGE REQUIREMENTS. FIELD VERIFY AMP DRAW OF EXISTING SIGN AND VERIFY TOTAL AMPS WITH NEW SIGN DOES NOT EXCEED 14 AMPS.PAINT J-BOX AND CONDUIT TO MATCH ADJACENT WALL RI CeI EXISTING �`ISTING NOVAR EMS ) 112.5 KVA XFMR1 - rr I 0 EXISTING I I �� I 1 M I II I I 1 I I I I I I B1-33,35 PHONE BOARD z I I I I r \ ICI-di D IETING 'CP-1' Qom ® o L. 9 II , ELECTRICAL —i O I I ,i .,, I I I I I I I I 1 - MEZZANIN - I 1 I I , 1 I I I I I. 0 201 —.f MEZZANINE -- �D �1 _ = �� - - ! - �� —! — I I I I I ! ( ! 1 STORAGE 0 VA I I I I I I I 1 ( 114 TEap x0 CD - -_ }_ I I nA 11 II 1CrI . , RTU RTU RTUAPIF . . — / 6 id,/1 5 / IM #34 I I ! I II I I I I I _ - 1 #33 I I I I l l I I r = • © RECEIVINGn ......._ 1••••••MMEMM I I II I I I ( I I ! I I I I ! I I -1 . 1 • 4 113 I y - 1 _ I I I 1 l I . / I . , I • ' I B1-31\- -•"--'' ., ., „ -! 1 I I I I ; ! 1 B1-7. z r I I I I I I i'\. 1 �'\. I ice\♦ I LI p ---�---�---y I I , ,� STORAGE M•41 I I I I I I I c B2 62,64,66 (RELOCATED) = 15060 SW SEQUOIA PKWY. l0' 12 B2-4 ,51,5: • TIGARD , OR 97224 �y �,�♦ �:� I 110 �- �- B2-55,57 .4 p 1 ( — ' 411 �� B1-13,115,17 N`\ �� • 1 S X15' 8" 18'-6" _ WI sem• c___ �� — N I ! I I I !�_ I I I I I ft t 41 I 1 D-8,10,12 ISSUE DATE: 04/01/2019 10 �1 I I I I I I I #11 D-8,1�� • ,,_, = ( I �� STORE NUMBER: #921 - C> f\4 _ -�_ _ _ _ I GROSS FLOOR AREA: 27,657 S.F. T=:- CO -- ,�4 n _• _ b ��g JOB NUMBER: 2019.0108.00 D�-�--- --- - - -- -- -- -�-� �_ B2-79,€1 I I ( ! ! II [ l I I 1 ! I I I I I I � I _ ® 3 _ \ - • O3 --- - I I i I I III I I I I I ❑ 1 SALES FLOOR I I I I I I I I E201 - I _ 0 1 —ISSUC I I I .n ` ISSUED FOR PERMIT 3 BID 04/01/18 101 -- B2_80,82,84 �#1 - . - Q BUILDING DEPT.COMMENTS 04/24/18 ;„,- I I i i I — II i I I I I t o �. - I�1r= _ {- - _, _� EXISTING PLUG n PLAY - �_ - N I I i ( I. II I I I I f ' �, B2-68 -\--- -BOXES TO REMAIN AS IS I . UNLESS NOTED OTHERWISE. I j - .tr, _ _ _ - - 8 8 I o I #112 ,�}, --- I I i I ! II I I I I i \ [ - - - - - -� - I - - = = Al II [ I [ I I I E 1 im ') 1 _ RTU - 1 I i I !__ L = I 10,-a. 9'-0" I I RTU T [ ] , . O 3 O� ^ I �( [N]- — o. © �� I © i --.� �/2TU-1 j C t I I I u `, �! f I � � ! 2.a) { „- (& I 1 I I l� v. m i-m -- 1 1" - J \ \ /i I ; ''' ._.4 9 �� '►_d m a o I I �•-12 n = �I _ [ B1 10 -_ _ –J B2-70 EXISTING MIS O ,� ^ �� III CO I [] 0 I i 3 - 8 - 1 TTI —SEAL - EXISTING PANEL'61/B2'-- CABINET ='--- [aq =A ! #31 ravioli� — — — OE f�ROF EXISTING PANEL'C' r (I t _EXISTINGN _ I .� I I ii v I I \ I�� .1 _� � EXISTING PANEL'A' '�' O RTU MEN _ I-, I � I 1II 5 B1 14 C - �{�tN�c�' Y - -_ / I 11\ e�` � I . r ! 6'-4" 7 2 6'-11 " -- ❑ I� I I� o -= - E401 -- - ce� ]�78g� I EXISTING 'MDP �/C 8 > 105 I 14 Ai �, ,� - 1; EXISTING CONTACTOR ' ELECTRICAL RECEIVING \ cI `.� `"".� c Al"'' I ` Pi Ii Jii - . `/o ROOM OFFICE .1 g O 4 _ ❑ #111 •\ o 'LI i , / - CABINET MANAGER ��(� .� Y 112 I I 111 OFFICE O C 1 ❑ , ( n-w) ORE i -/. /9 9 �� _ I �� I I b �' 109 _ — IL___I H H H H 1 7 =m I �1 tom „ +4 Y10,2°_,0 o EXISTING CT CABINET -a - EXISTINGE401 l J V �•. + �� •e�, WOMEN �� !� �J [� QI D-22 4-10" 'A/M.13CL I "� n Di 1'-7' < �� < 106 I ,��ry ! _ �I ! I I I I I ©O 11 ., ii — _ '� m ASSOCIATE ^;p - - - - 1 �� E401 N D-26 �\--y-------1,..11" / .3i..=o ©- B1-12 �� I .__ V 1'_�, JOHN M BRUNS w LOUNGE O I I ! ! ! ! ! ! I CASH jI I D-24 1f,- I #76789PE EXP. 12/31/2020 108 HALLWAY / tANEL' — — - I I� �I �I , 4" 1'-11" D-30 JANITOR STORAGE PANEL'D' J OFFICE76 O9 ,� I 8 di I� F.F. 1 104 - 107 103 ] 102 0 1 — ` �I �I Lr� 13 +44" VESTIBULE ■Igo-1 �I 25 . —SHEET w I I N \ ! I I ! I ( ! ! ! ! ! ( � 10 ! - Al - E`er c l-1 1 6 - rr ! D NI IIII 1 0 - -0 --- I ® I �, 9'-6" I, 9'-8" I� 7;-3" [ J- -----7'-- - --- ----- ----------- - " 21 -5" IPOWER PLAN RECIRCULATING PUMP I I I 4'-03/8"i' o DRAWN: JEC 1 ril DEFERENCE ONLY- ----------- --- CHECKED: JMB [ — — — r� NOT APPROVED WITH THIS PERMIT I `'� �2 I r 3 4 l 5 iib i\ 7 •� ( 8 ) eN POWER PLAN w E1 02 w SCALE:3/32"= 1'-0" NORTH -/ I GENERAL NOTES LEGEND D A. CONTENT OF DRAWINGS REFLECTS WORK BY MULTIPLE PARTIES. SEE"RESPONSIBILITY SYMBOL DESCRIPTION NOTES D a SCHEDULE",SHEET (G100) "COVER SHEET' FOR COORDINATION, DIVISION OF LABOR MD& REQUIRED VENDORS. �`4 PLUG & PLAY BOX WITH (2) STANDARD POWER CONNECTORS - - m B. ALL NOTES, GENERAL NOTES, KEYNOTES & LEGEND ENTRIES ARE SHEET SPECIFIC r,. �� a AND DON'T APPLY TO OTHER SHEETS, UNLESS NOTED OTHERWISE. Vii, PLUG & PLAY BOX WITH (1) STANDARD POWER& (1) ISOLATED o GROUND CONNECTOR JOHN • M • B R U N S °I C. NOT ALL SYMBOLS IN LEGEND ARE USED. "-" IN LEGEND INDICATES DEFAULT %Ii�� SWITCHED PLUG & PLAY BOX. SWITCHED BY EMS ON ENGINEER 7 DEVICE TYPE. LEGEND 'NOTES'COLUMN LIST DEFAULT MOUNTING HEIGHT TO '4 EMPLOYEE LEVEL. CENTER, INSTALLATION TYPE OR LOCATION OF INSTALLATION INFORMATION. ;fir PLUG & PLAY BOX WITH (2) STANDARD POWER CONNECTORS CONNECTED TO SEPARATE 208V SINGLE PHASE CIRCUITS ''x''4 IN-RACK LIGHTING PLUG & PLAY BOX WITH (2) POWER 2710 Sutton Blvd. MODULARWIRING NOTES CONNECTORS. SWITCHED BY EMS ON CUSTOMER LEVEL. St. Louis, M O 63143 - 5 CONDUCTOR MODULAR WIRING r2 y y CIRCUITS FOR TECH CENTER TO A. ALL MODULAR WIRING ABOVE PAINT LINE &ABOVE DECK TO BE PAINTED TO W W w. a d g-s t I . c o m L,'' BE ON CONSTANT HOT CIRCUITS MATCH DECK. D--� MODULAR WHIP WITH LINE SIDE CONNECTOR o - NOT ON CONTACTORS. P:: 3 1 4 . 6 4 4 . 1 2 3 4 J B. CABLES SHALL BE HIDDEN FROM VIEW/ RUN THRU FIXTURE WALLS WHERE POSSIBLE. 9�� MODULAR WHIP WITH LOAD SIDE CONNECTOR F;: 31 4 . 6 4 4 • 4 3 7 3 Y. •'I 1 I B m 6'-0"BLACK CORD WITH (1) 5-20R RECEPTACLE a 1 O O O C� � 6'-0"MC CABLE WITH (1) 5-20P PLUG 1-1 N cn N N \/ ALL ARCHITECTURAL AND ENGINEERING DRAWINGS N - ® ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE f , , KEYN TE POWER POLEMADE WIT OUT. T LRIOL OMMON LAOWSENT OF TOHE o o o N H+: RECEPTACLES IN BASE ACOPYRIGHT AND OTHERWISE ARE HEREBY I lO CONNECT TO EXISTING PLUG n PLAY BOXES AT DECK.VERIFY CIRCUITS FOR M+:208V & 120V RECEPTACLES IN BASE S P E C I F I C A L L Y R E S E R V E D .6 _ _ _ _MI INI J-BOXES AND AVAILABILITY. PROVIDE UL LISTED HANDLE TIES FOR 3P CIRCUITS. R+: EMPTY CHANNEL 0 MODULAR WIRING DUPLEX RECEPTACLE WITH WHIP. NUMBER -OWNER Mr - I = 4- 2 IN RACK LIGHITNG:CONNECT TO STARTER BOX FOR CIRCUITS B1-33,35 AND 3 D 1 B2-79,81.VERIFY LOCATION OF STARTER BOXES AND AVAILABILITY OF CIRCUITS INDICATES POSITION OF CIRCUIT SELECTOR PRIOR TO BID. + MODULAR WIRING QUADPLEX RECEPTACLE WITH WHIP. Office DEPOT %� PP2A NUMBER INDICATES POSITION OF CIRCUIT SELECTOR i� W&' SPECIAL MODULAR WIRING RECEPTACLE,NEMA OfficeMax CONFIGURATION AS NOTED 1 41 i -1 iii' I ii I ' IN-RACK LIGHT, 48", FLUORESCENT T5,28W 6600 NORTH MILITARY TRAIL 1 p, 1 1 i 11 I 0 TWO SIDED POWER RAIL WITH LINE&LOAD WHIPS B O C A R A T O N, F L 33496 2 0 i1I � , 41 6,2 N .1. N N0 1 WWW B. 15A RECEPTACLES PHONE: (561) 438 6299 POWER RAIL WITH LINE&LOAD WHIPS FAX (561) 438-7237 ;.___,, C' 1 1 2 0 C 1 2 � - 2 N � � N N 1 ' D: 15A RECPTACLES D+: 20A RECPTACLES 101 IMII SG:SINGLE PHASE -PROJECT �,�;k 'U. Iii I nom i— • — — -- 1Esi�� II I 11 I _ /, J CD C • TECH CUBE ENLARGED PLAN 2 = SCALE: 1/8"= 1'-0" NORTH �/ li —I j 11'-4" / r. i r1 A l _ O II �. I t I N ELECTRICAL laAN I I --° 5-1-19----17 1 .' `._--- - - ---1--_----1----_---- ---7-----------------, ,- -_ -- o► MEZZANINE - z ,< - - - ��: I i I CI 201 -T - 2 , 2 e oWc CDSI I I I I I I . I I _ gl Ets Q MC ED _ II �� 1 1 I I 1 I l ( 1 1 �I I CD 0 �, I V1-- - Li' CDC 1 1 1 1 1 1 } I • 03C10� �I I I I i ( 1 I I STORAGE0 F4 1 M I0 TE �p MII *1 I III \). � I, . ti e a BA ) : - I ; I I $. •/ Jr - _ I II I I I I ` _ RECEIVING STORAGE i, I I I I I I— II 1 I I I I B 1 B _ �7 r B e� o B Cln-""-s.E:1 R+ 1 - 113 I 1110 I 1 I • / : . . t :gI 1 _- I ` ( I I i `` / \ , -7 /' H I iI i� I I N -II I `; \ 1 / ♦ 1 / \ I / \ I 1 0 r��4 IRI • �C 15060 SW SEQUOIA PKWY. J K L M B1-13,15,17 , ► 11 B2-62,64,66 : T I G A R D , O R 97224 144► • � �♦ 1 �-� r�� B2-55,57 P ,ih�� ► . R �B\� :�� i�4�i • �� 4 `,' := I I I I 1 I 1 J I . ✓ . i — ,44 _ � i` -.J1 r ---- I I 1 11 E!ars-�I-'� ■ -I� 1.1 a.;' I - — al B2 9,2y,23 - 1 - I / I LBB 1 B I B I R+ �-_ -� �1 STORE ISSUE DNUMBER: 04/01 #92� • I /�i4 I = 11 I GROSS FLOOR AREA: 27,657 S.F. — .�.4 ,�-_- - I ! `'G JOB NUMBER: 2019.0108.00 ._. N I I I I ( 11 I I I I I i 1 1 I _ ( _ _ I I -. I- —J _ g I g I g I ' g I R+ C I I -ISSUE 1 SALES FLOOR _ _ - i _ ISSUED FOR PERMfT&BID04/01/18 • MI 101yr I / �I 4,, I ' I / �� - BUILDING DEPT.COMMENTS 04/24/18 �•4 I I I I I I I I I I I I 1 I,� � O �� r 1�) .o:}�(1 IO I IIIMIMINIIMINII ( 2 -- o —J (L— —J I E 102 . / "I I1 II,` I I I i I I ll I I I I I I I - - - - -- 1 I 3__.,L ( i 1 1 ' _ - 29 1 I I PP2A I —I / - 1 q' 'DI) _ IMIIIIIIMIN �' --1NI H .1. I I :atm) P1 I � I ■I El MI 1■ _ ■I I TTI - I I I� �I 1� —SEAL - I . — — I ■I I1 MI I■ J PROF H.:EXISTING o��_b "" �1 I T _1 i 1 IN ��s/Oy- VMANAGER �-- C B A ` - - - - - - - - 1 III El t 4,11' F7l— OFFICE ' .�7 10 r ID . ,. ., ,�. ��,..�, MI I 79.789P 'P ELECTRICAL RECEIVING 109 '� '� _�� {� _ ate, 0 } / ■I (� 11111 IJ tJIJSte/_ ROOM w OFFICE SII!� 1J — _ III I� N OREG ¢°` I 112 111 ' ■I (� ■ I I I 4)110,'it di h w I �� I Y y \ I ®® V V V -EXISTING H H H H -4, �1 - I WOMEN ,� I� �1 IUD CII t 1 O444M.� 106 ►F I n C p if /v.$.,�v ! T / 1 ►:,,,. I 1 1 I I I - 111 ASSOCIATE HALLWAY - - _ - -_ ' ., ,, LOUNGE 104 1 1 1 1 1 1 1 I , I I I I I / CAS i - I I I C� ID JOHN M . BRUNS III N #76789PE I EXP. 12/31/2020 108 D ,�ANITOR STORAGE 1 ] OFFICE - VESTIBULE I _ �I �I Li 1411 I o - 107 103 102 I 100 II U II -SHEET -63 J I \ 1 I I I I I I I I I I I I II 1 I I - �-1 I MI LI MI - - _ - _may -.- ,� -� I I MODULAR WIRING PLAN I 1 I I I 1 I 3 I o I / \ .0 / a DRAWN: JEC - I I -- ' CHECKED: JMB w ,1_� �_ - / - -� - 7--- REFERENCE ONLY 1 i 213 4 '1 5 ) t '6 'I � 7 .! � 8 } \,_____," ` J i NOT APPROVED WITH THIS PERMIT c. w MODULAR WIRING PLAN .=, E 1 0 4 LL SCALE:3/32"= 1'-0" NORTH mr", MECHANICAL GENERAL NOTES MECHANICAL KEY NOTES s A. COORDINATE ALL SUPPLY AIR OUTLETS, EXHAUST GRILLES,AND RETURN AIR GRILLES I. PRIME AND PAINT ALL CONCENTRIC DIFFUSERS AND EXPOSED DUCTWORK TO MATCH P. ALL ROOFTOP EQUIPMENT SHALL BE SECURED TO THE ROOF CURBS. EACH ROOF O ROOFTOP UNIT AND ALL RELATED ACCESSORIES, PIPING,WIRING,CURB(S),AND DUCTWORK ABOVE THE , O M D o WITH ARCHITECTURAL PLANS AND WITH ELECTRICAL LIGHT FIXTURES. ADJACENT SURFACES. MOUNTED UNIT SHALL BE PROVIDED WITH FACTORY SUPPLIED ROOF CURB,WHICH ROOF AND DOWN THROUGH THE ROOF TO REMAIN. FIELD VERIFY EXISTING LOCATION.CONTRACTOR SHALL SHALL BE PITCHED,AS REQUIRED,TO PROVIDE DEAD LEVEL MOUNTING IN ALL PROVIDE TEMPORARY MINIMUM MERV 8 FILTRATION MEDIA AT EACH RETURN AIR OPENING IF RTU IS USED MOIMMOD B. ALL AIR DEVICES SHALL BE OF PREFORMED CONSTRUCTION. PROVIDE CEILING J. TEST AND BALANCE THE SYSTEMS TO THE QUANTITIES SHOWN ON THESE PLANS. RADIATION DAMPERS WHEN PENETRATING A FIRE RATED CEILING ASSEMBLY. PROVIDE A COMPLETE TEST AND BALANCE REPORT SIGNED BY A REGISTERED DIRECTIONS. PROVIDE CANT ON HIGH ROOF SIDE. COORDINATE ALL DETAILS OF ROOF DURING CONSTRUCTION. CURB WITH ROOF CONSTRUCTION. -o PROVIDE FIRE DAMPERS WHEN PENETRATING A FIRE RATED WALL ASSEMBLY. ENGINEER CERTIFIED IN THIS TYPE OF WORK TO THE OFFICE DEPOT REPRESENTATIVEO2 REFER TO SHEET M201 FOR SCOPE OF WORK. FIELD VERIFY EXISTING LOCATION. CONTRACTOR SHALL J O H N • M ■ B R U N S a IN ACCORDANCE WITH AIR BALANCE COUNCIL STANDARDS. Q. VERIFY THE REQUIRED VOLTAGE AND PHASE OF ALL HVAC EQUIPMENT REQUIRING PROVIDE TEMPORARY MINIMUM MERV 8 FILTRATION MEDIA AT EACH RETURN AIR OPENING IF RTU IS USED E N G N E E R <1C. ALL RECTANGULAR, ROUND AND FLEXIBLE DUCTS SHALL BE SIZED AS SHOWN ON POWER CONNECTIONS WITH THE ELECTRICAL PLANS AND THE EQUIPMENT THESE DRAWINGS. MINIMUM INTERNAL DIMENSIONS GIVEN.ADD DUCT LINER K. PROVIDE ADDITIONAL SETS OF PLEATED MERV 8 FILTERS FOR EACH RTU AS MANUFACTURER PRIOR TO PLACING EQUIPMENT ON ROOF. DURING CONSTRUCTION. X THICKNESS FOR SHEET METAL SIZE. REQUIRED. ONE SET TO BE USED DURING CONSTRUCTION. REPLACE FILTER JUST PRIOR TO AIR BALANCING. REPLACE FILTER ONE WEEK PRIOR TO STORE OPENING. R. EQUIPMENT AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES AND D. ALL TRANSVERSE JOINTS SHALL BE SEALED WITH TAPE OR MASTIC PER SMACNA FILTER INSTALLATION DATE TO BE WRITTEN ON THE FACE OF THE FILTER IN REGULATIONS.ALL HVAC EQUIPMENT SHALL BE UL LISTED. MANUFACTURERS o STANDARDS. SEAL LONGITUDINAL SEAMS FOR RETURN DUCTS IN CEILING SPACES. PERMANENT MAGIC MARKER. MINIMUM CLEARANCE RECOMMENDATIONS SHALL BE MAINTAINED ON ALL 2 710 Sutton Blvd . ALL SEALANTS AND ADHESIVES SHALL BE LOW VOC TYPE. EQUIPMENT AND DUCTWORK. S t. LOUIS, M O 63143 L. FURNISH TEMPERATURE CONTROLS EXCEPT AS SPECIFIED HEREIN. REFER TO E. INSTALL TURNING VANES IN ALL 90 DEG. DUCT ELBOWS AND AT ALL DUCT"TEES". ELECTRICAL DRAWINGS FOR DETAILS OF CONTROLS FOR ALL HEATING,VENTILATING, S. THE CONTRACTOR SHALL COORDINATE FULLY WITH ALL OTHER TRADES. WWW. a d - s t I .C o m LL INSTALL 45-DEGREE TAKE-OFFS AT ALL BRANCH TO MAIN DUCT CONNECTIONS. AND AIR CONDITIONING EQUIPMENT. g it F. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED ACCORDING TO THE MOST T. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BID TO VERIFY EXISTING P:: 31 4 • 6 4 4 . 1 2 3 4 2RECENTLY PUBLISHED ASHRAE AND SMACNA STANDARDS. M.CONTRACTOR TO MOUNT AND WIRE ALL EMS THERMOSTATS,ZONE SENSORS,CO2 CONDITIONS. F:: 314 . 6 4 4 . 4 3 7 3 SENSORS, HUMIDITY SENSORS AND MONITORING SENSORS. REFER TO ELECTRICAL U. PROVIDE SEISMIC BRACING FOR ALL EQUIPMENT, DUCTWORK AND PIPING PER THE Y G. FLEX-DUCT SHALL BE INSTALLED FULLY LENGTHENED AND WITHOUT UNNECESSARY PLANS. APPLICABLE SEISMIC ZONE. OD SAGS OR BENDS TO REDUCE THE REQUIRED STATIC PRESSURE AS MUCH AS POSSIBLE. N. FURNISH AND INSTALL ALL SWITCHES, DISCONNECTS, CONTACTORS,CONTROL v FLEX-DUCT INSTALLED WITH EXCESSIVE SAGS, BENDS OR NOT FULLY LENGTHENED V. PROVIDE FIRE DAMPERS AND FIRE STOPS WITH MEANS OF ACCESS AS REQUIRED BY ALL ARCHITECTURAL AND ENGINEERING DRAWINGS N SHALL BE CORRECTED AT NO COST TO OFFICE DEPOT. WIRING AND DEVICES NOT FURNISHED WITH THE EQUIPMENT. REFER TO CODE,AT ALL PENETRATIONS THROUGH RATED WALLS, FLOOR, PARTITIONS, ETC. MADEARE IN CONFIDWITHOUT CE PRIG WRITTENATION CONSEN OF TBE EQUIPMENT SCHEDULES FOR FACTORY FURNISHED OR INSTALLED ITEMS. REFER TO MADE WITHOUT PRIOR WRITTEN CONSENT T THE ARCHITECT. ALL COMMON LAW RIGHTS OF H. ALL SUPPLY AND RETURN AIR DUCTS SHALL BE INSULATED. EXTERIOR INSULATION ELECTRICAL PLANS. COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED SHALL BE USED FOR ALL CONCEALED DUCTWORK. EXPOSED DUCTS IN CONDITIONED e SPACES MAY BE UNINSULATED UNLESS NOTED OTHERWISE,OR WHEN INSULATION IS O. WHEN REQUIRED BY FIRE MARSHALL,THE CONTRACTOR SHALL PROVIDE IONIZATION ft REQUIRED REQUIRED BY ENERGY CODE EXPOSED DUCTWORK SHALL BE INTERNALLY INSULATED. DETECTOR (24V/120V) IN SUPPLY AND/OR RETURN AIR DUCTS TO STOP FAN UPON —OWNER SENSING SMOKE. EACH IONIZATION DETECTOR SHALL BE SUPPLIED WITH AUDIO AND VISUAL DEVICE IF REQUIRED BY LOCAL FIRE MARSHAL. Office DEPOT 2 3 6 ,,� o OfficeMax 0 C2) 0 C-11_-) C-5) 0 6600 NORTH MILITARY TRAIL - BOCA RATON, FL 33496 AI 561) 438-6299 I I I I I I 1 M201 PHONE:A: (561) 438-7237 - - - - - - - - - - - - - - - - - - - - —PROJECT I ELECTRICAL i I I �II II ( I I, , � I O I I� I I II I ( 1 MEZZANINE E \ 201 I L -, , , ° , , , uji " I " ° , ° , ° " , 0 �`� I I 1 r i I n l op _ -- i �1 �i I I „,...- - - - Ill ( I , — d (1_ II I(� I I 1 I. ( ! III 1 �- 1 __._ j° ° o m(1 << ° ! I i 1 I 1 I III 9 ° ° I co 1) c - Ig - - - I - RTU-6 .0. L _ I _ _ RTU-5 I - - - I _ - O RTU-4 I - 1 wI �- 10 TON - flF 10 TON ja I I I I I I, I 1 iI 10 TON STORAGE Imo_ t De I L� 240 MBH 240 MBH II I 1 I I I I I �I 240 MBH 114 , -- - EXISTING EXISTING - - EXISTING ° =A'' _ O ” I _ " I N T- 11 I n I Jn I I II -i I In I [11 - r - -i _ CI_ _ STORAGEI( I ( I I_ II 1 I ( I I�� ( I �!I I I I I �; �- I I I , RECEIVING , 110 , I I1 1 ., 1 ° o 1��:1�I ± o ( I 1 I [ ( I I l I I. I l I' 1 CIO - - - - I - - cLT ' J �. - cF --4�-- - .1 = - . - - m - PRIVATE P'IVATE _ 11VATE InI P:' V, `,. X 11. . i - - B11 [ r MEM I - OFF -#2 OF,tC #3 s ,ICE#4 e MI Egi , CE#5 OF ttt bL o .._ .._ .._ IL� I ' Ili 7 I I I I I l j lij j I I I - I - - - - - - - - - . - _ i 11 II r� I 1 I I '�� _ _ , , _ � - ( II �I I 1 I I I 11 I I i I I [ II , , 1414 ° ° i-t I tSt#1 [ - // II _ _ — c� - �. - n _ _ - _ I— I --I L— -� PRIVATE: I _ 11 I i I ` J I! 11 `I I ( I '' I I I I 1ll - I 1 I II III I I I I f I I I I I I ' I �- { O1E17 SALES FLOOR I I [ I I I ill -- ��'� �` i 101 �� I_ �1 1"�� ' __ -- I i - - Il I I n J I I (� II JJ ( I T I LI - -- _ -- ^_ - - CONE NCE (� `�' / --- 'li ' 1 ( I 1 I II II C I I I �o _I L- -J __. I o I ° I I I PRIVA - . ��1 tr II - I �. 116 F.I.-1 OFF 8 • —� I I I `` ` I I� �I i I - I I -- -- - - - - _I - L— —J _ [ [ I 15060 SW SEQUOIA PKWY. II I I I I TI I I I I I I --I i , ( � Fr a' in " TIGARD , OR 97224 - f I_ —I ` - I' / PRIVATE /// L I - _ I_ L I — } T — — ISSUE DATE: 04/01/2019 OFFS-- 9 STORE NUMBER: #921 - L— GROSS FLOOR AREA: 27,657 S.F. _.g 1al i I I I i I O -- -- rl [o 1' 1 t2 JOB NUMBER: 2019.0108.00 ° i I RTU-2 I Li I I I . , ti.. — 1 I l 1 _ _ , _ 1 ©L i [- I 1 j - . II I 1 CII _ -i - - L _ J10T0N 240 MBH - 1 I I I 1 —ISSU D FOR PERM,T&BID 04/01/18 I -�I \\ RTU-3 Ili I \ I EXISTING I j _■ RTU-1 I [_J v 9 1.�1� i I A B1 s UILDING DEPT.COMMENTS 04/24/1801 II XISTING �� __-]10 TON [ OPEN OFFICC� I' I I MANAGER _� 10 TON MEN 4_ —1 ,' • 240 MB �, 115• I—.-. i, - 1--- - / 1 OFFICE _ 240 MBH 10 T i ( I EXISTING ( _ a I �U� ELECTRICAL STORAGE f -1 109 I ' EXISTING I - - s - _ _ IB -F �--1 7 ROOM 111 I f I ®® A 0 V 11— - 11 [I� I� 112 N1© I T ®® -� o I I — 11 II I 1 I I IPA _ /� f _ V O V EXISTING j H I �-I - ' _ - _ b • yI - - 0 0 O • I_ OMEN Ifs �j IED cc ' � ' - I • II RTU-7 O RTU-8 I. / v-- I 11 ( I I I I ' D CCI I� 4TON 3TON I_--_ -_- 1 105 MBH ASSOCIATE 105 MBH 1 I II \, I EXISTING LOUNGE EXISTING I I I I i I I 1 I I l 1 I II I'// I I i'11_,/__,'_ ,__ , ",r I° I _ • I 0 TI �, In i CASH { \ __\,_�i " 1 1 1._!_i 1 11� " ' - (Lai I \ ; 108 JANITOR I STORAGE I - 1 I ° 1 I� I €i i r HALLWAY 107 I 103 ! ' OFFICE l VESTIBULE ( I J —SEAL • 104 .. 1 --1 � I 1021 100 ( I 1 [� II _` PRO e I I I I I I I I Ii I I I I I I, i. I 1 I _ �a� .. .. !1 - - _ 1 fi ° FE�r �� - I ,- --_ I — D ) t N F ,6r o — — — _ \--F, I I I ;� ��'• I I I I ' �� 78789PE a •-• / \ / l9 N \ .- --__--- -- -- . -Iii M.Bim"' h.--. i 11- T I \ '-----. / I I I I la. I I N J O H N M . B R U N S . o #76789PE I EXP. 12/31/2020 I I I I I I —SHEET L(i)1 MECHANICAL PLAN AND : NOTES 0z---4 2 r3- �4) s} ' 0 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT DRAWN: DJH 1) CHECKED: J MB E 2 CV MECHANICAL PLANMEMI _ Mi 01 z LI SCALE:3/32" = 1'-0" NORTH W I HVAC RECONDITIONING WORK NOTES ._ efleffil--* 0a 7, HAC SHALL PERFORM RECONDITIONING WORK ON THE EXISTING ROOF TOP UNITS SERVING THE NEW OFFICE DEPOT SPACE.THE WORK SHALL INCLUDE BUT SHALL NOT BE LIMITED TO:It- qF D 1. CLEAN AND COMB ALL COILS. JOHN ■ M ■ BRUNS °I ENGINEER 2. REPLACE ALL BELTS. • 3 3. REPLACE RETURN AIR AND OUTSIDE AIR FILTERS. > 4. CHARGE REFRIGERANT SYSTEM. 2 71 O Sutton B I V d . 0 5. OIL ALL MOTORS. St. Louis, MO 63143 Y Y_ THE HAC SHALL BE FULLY RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS RELATING TO CLEAN AIR AND/OR VENTING OF CFC AND/OR HCFC REFRIGERANTS UNTIL THE EQUIPMENT IS W W W. a d g- s t I . c o m u TURNED OVER TO OFFICE DEPOT FOR OPERATION AND MAINTENANCE.THE RESPONSIBILITY SHALL INCLUDE ALL WORK RELATED TO CHARGING AND/OR RECHARGING ANY AND ALL HVAC REFRIGERANT SYSTEMS. P:: 31 4 . 6 4 4 . 1 2 3 4 2 F:: 314 . 644 . 4373 A IIV C.: oo h. DUCT CONSTRUCTION SCHEDULEALL ro ARE IN CON FIDENCE HITECTNCE AND DISSEMINATION NAION MAY NOT BE N MADE WITHOUT PRIOR WRITTEN CONSENT OF THE o ARCHITECT. ALL COMMON LAW RIGHTS OF • 0 COPYRIGHT AND OTHERWISE ARE HEREBY S P E C I F I C ALLY R ESE R V E D ROUND (SPIRAL WHERE CEILING OPEN TO STRUCTURE) OR OVAL DUCTWORK SHALL BE SEMCO, UNITED,WESCO OR EQUAL,SHEETMETAL,WITH SMOOTH INTERIOR SURFACE,WITH LOW PRESSURE(DUCT PRESSURE CLASS MECHANICAL KEY NOTES od 0- UP TO AND INCLUDING 2"W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE(REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2"W.G.): --OWNER SIZE DUCT GAUGE FITTING GAUGE O NEW SENSOR FOR RTU-1 IN CONFERENCE ROOM. EXISTING SENSOR FOR RTU-1 IN 15"THRU 26" 24 22 14" & UNDER 26 24 i I WORKONOMY. DPDT TOGGLE SWITCH IN CONFERENCE ROOM TO SWITCH BETWEEN Office DEPOT 28"THRU 36" 22 20 ACTIVE SENSORS. COORDINATE WITH ENTEK. OfficeMax 38"THRU 50" 20 20 - A 52"THRU 60" 18 18 I O RELOCATE EXISTING SENSOR FOR RTU-4 AS SHOWN. LINDAB SPIROSAFE, LEWIS& LAMBERT OR APPROVED EQUAL FACTORY MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK,AT CONTRACTORS OPTION. O REMOVE EXISTING CONCENTRIC DIFFUSER FROM RTU-1. CONNECT TO EXISTING 6600 NORTH MILITARY TRAIL HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY MANUFACTURED ROUND DUCTWORK WITH APPROVED GASKETED FITTINGS. ( DUCT DROPS AND EXTEND NEW DUCTWORK AS HIGH AS POSSIBLE. FIELD VERIFY THE BO C A RAT O N, FL 33496 LOCATION,SIZE AND ELEVATION OF THE CONNECTION POINT.ADD NEW MANUAL LOW PRESSURE(DUCT PRESSURE CLASS UP TO AND INCLUDING 2"W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOT-WELDED AND INTERNALLY SEALED.CONTINUOUSLY WELD FITTINGS LARGER p 0 I p0 i I0 r p y VOLUME DAMPER IN DUCTWORK AFTER NEW TAKE OFF(S),AHEAD OF EXISTING PHONE: (561) 438-6299 THAN 24" IN DIAMETER. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK DUCT BRANCHES. PROVIDE RETURN GRILLE AND SUPPLY GRILLE IN SALES WALL. FAX: (561) 438-7237 JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE DUCT MOUNTED SUPPLY GRILLES WHERE INDICATED. PROVIDE FULL SIZED _ RETURN WITH ELBOW TURNED UP TOWARD ROOF (18" MIN.CLEARANCE FROM PROJECT COVER CONCEALED RIGID ROUND SUPPLY AND RETURN AIR DUCTWORK, ROUND OUTSIDE AIR DUCTWORK,AND ROUND EXHAUST AND RELIEF AIR DUCTWORK WITHIN 10 FEET OF EXTERIOR DISCHARGE OUTLETS WITH 2" III I A ROOF DECK) 1/2"THICK INTERNAL DUCT LINER, OPPOSED BLADE VOLUME DAMPER THICK, 3/4 POUND DENSITY, MINIMUM R-5.0 DUCT WRAP, CERTAINTEED OR EQUIVALENT OWENS-CORNING OR KNAUF WITH HEAVY-DUTY FOIL-SCRIM-KRAFT FACING,AND WITH JOINTS TAPED WITH 3"WIDE FOIL TAPE. AND EXPANDED METAL MESH GRILLE ON THE END OF THE DUCT. RE-BALANCE RTU TO THE CFM VALUES SHOWN. _ _ - •<4 REMOVE EXISTING CONCENTRIC DIFFUSER FROM RTU-4. CONNECT TO EXISTING imi EQUIPMENT OPERATING CHECK ° I g DUCT DROPS AND EXTEND NEW DUCTWORK AS HIGH AS POSSIBLE. FIELD VERIFY THE s LOCATION,SIZE AND ELEVATION OF THE CONNECTION POINT.ADD NEW MANUAL ° VOLUME DAMPER IN DUCTWORK AFTER NEW TAKE OFF(S),AHEAD OF EXISTING '• ' p DUCT BRANCHES. PROVIDE DUCT MOUNTED RETURN GRILLE ABOVE WORKONOMY, EQUIPMENT OPERATING CHECK(EOC): - AND RETURN GRILLE IN STORAGE ROOM WALL AS HIGH AS POSSIBLE. PROVIDE DUCT - MOUNTED SUPPLY DIFFUSERS AND GRILLES WHERE INDICATED. RE-BALANCE RTU TO a SYSTEMS COMMISSIONING ? THE CFM VALUES SHOWN. OFFICE DEPOT EMS VENDOR (ENTEK) PROVIDES EMS PROGRAMMING AND START UP AND TESTING (2 DAYS REQUIRED). CONTRACTOR MUST HAVE ALL EMS REQUIRED WIRING COMPLETE PRIOR TO SYSTEM COMMISSIONING. - ' 1000 CFM D-550 CFM E-2030 CFM 4"X12" O PROVIDE 36" LONG DUCT STUB WITH ELBOW AND 1"ACOUSTIC LINER OPEN TO • THE INSTALLING HVAC CONTRACTOR SHALL HAVE AT LEAST ONE QUALIFIED TECHNICIAN PRESENT TO CORRECT ANY PROBLEMS OR DEFICIENCIES DISCOVERED IN THE UNIT OR CONTROL PERFORMANCE.CORRECTIONS SHALL 28"X28" O DUCT MOUNTED E. _ OCCUR DURING THE 2 DAY START UP AND TESTING PERIOD. 12"X12" WALL MOUNTED CEILING ABOVE FOR RETURN AIR. DUCT MOUNTED - p ° + RTU-4 I I = ' THE HVAC CONTRACTOR SHALL PROVIDE A REPORT TO ENTEK CONCERNING THE EQUIPMENTS'ACTUAL PERFORMANCE DURING THE EOC. THE ENTEK REPRESENTATIVE'S VISIT WILL BE COORDINATED BETWEEN THE 5 r 7 % O 4_, W CONTRACTOR AND ENTEK. THE VISIT IS TYPICALLY JUST BEFORE THE STORE FIXTURING DATE. THE HVAC CONTRACTOR WILL RECEIVE A PRE-VISIT CHECKLIST WHICH MUST BE COMPLETED AND FAXED BACK TO ENTEK AT LEAST _ O C 80 CFM I C I C-80 CFM C-80 CFM I ONE WEEK PRIOR TO THE VISIT. _ 8"X8" 16" m 122" m 8"X8" 8"X8" --_ 18" 0 '11111 1 ,re © NOTE: -I F'�� NTEST AND BALANCE r- rC-125 CFM Pii ��;-� PAINT DUCTWORK AND AIR DEVICES TO MATCH DECK/STRUCTURE 1 PERFORM TEST AND BALANCE PER SPECIFICATION SECTION 15700 AS PART OF THE EOC PRIOR TO THE ENTEK VISIT. 11.1e I I I i I � m I 1 i �� + 8"X8" WITHIN THE WORKONOMY COMMON AREAS WITH OPEN CEILINGS. w �/ D-550 CFM - I _ � _ P _ - g cc FAILURE TO COMPLETE THE WORK PRIOR TO THE VISIT OR FAILURE TO MAKE PERSONNEL AVAILABLE DURING THE VISIT AS OUTLINED ABOVE MAY RESULT IN PUNCHLIST ITEMS THAT WILL REQUIRE A RETURN VISIT BY THE 12X10 1- ! 1- ! II DUCT MOUNTED r18„ i ;-�-�� PAINT DUCTWORK AND AIR DEVICES TO MATCH ADJACENT ENTEK REPRESENTATIVE IN ORDER TO VERIFY EQUIPMENT OPERATION. ALL COSTS ASSOCIATED WITH RETURN VISIT(S) BY THE ENTEK REPRESENTATIVE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. '1 ! \I \ c`_. J !"QE, _ ! SURFACES IN SALES/STORAGE. h )2E-4-\,;- -1 • COMMISSIONING -1 ' ' CONTRACTOR SHALL REVIEW THE SPECIFICATIONS FOR A COMPLETE LIST OF RESPONSIBILITIES ASSOCIATED WITH THE COMMISSIONING PROCESS. O C-100 CFM- ■" ( I _I I I C _ I I I ' _ I iAsk Il • „ „ �� 8X8 - _ B-80 CFM �'J O B-80 CFM B-80 CFM _ ., ,' � ii J - 8" DIA. a e RTU-4W 8" DIA. 8" DIA. / '. MECHANICAL LEGEND (RELOCATED) B-125 CFM SEQUENCE OF OPERATIONS - E-1475 CFM 8" DIA. I I I I I • . �8"0 24"X24" B-100 CFM-�I ,' IDENTIFIER DESCRIPTION 5 �� DUCT 8" DIA. =: I. GENERAL O / ` _ _ - _ A. OVERVIEW T 1.) ALL CONTROL FUNCTIONS DESCRIBED BELOW ARE SET VIA THE EMS COMMUNICATION BUS. OVERRIDE IS PROVIDED AT THE EMS SYSTEM OVERRIDE PANEL IN THE MANAGER'S OFFICE FOR SAFETY AND C-80CFM 6" CFM MOUNTEDNEW DUCTWORK �CO2� CARBON DIOXIDE(CO2) 8"X8" �/ 6" DIA. SENSOR FOR DEMAND - SECURITY. SETPOINTS FOR TIME-OF-DAY FUNCTIONS AND TEMPERATURE FUNCTIONS ARE DETERMINED AND SET BY OFFICE DEPOT. - D-480 CFM ► - _ 2.) MOST TEMPERATURE CONTROL IS PROVIDED THROUGHOUT THE BUILDING VIA THE EMS SYSTEM. SOME EQUIPMENT HAS LOCAL INDIVIDUAL CONTROL PROVIDED BY A THERMOSTAT, INDEPENDENT OF THE - J /' �- 8-80 CFM I 12"X10" O5 EXISTING DUCTWORK CONTROLLED VENTILATION = -_ EMS. I -� 8" DIA. DUCT MOUNTED 16" CD I i�- TO REMAIN SDD B. ENERGY CODE COMPLIANCE I I I B-300 CFM ( I-_ 8"X8" CFM DUCT SMOKE DETECTOR _ EXISTING DUCTWORK 1.J THE HVAC AND LIGHTING SPECIFICATIONS, AND WITH THE CONTROL FUNCTIONS LISTED BELOW,ARE MEANT TO CONFORM WITH THE ENERGY CODE IN FORCE. CONTRACTOR SHALL CONFORM WITH ENERGY O - B-100 CFM- . ' ( TO BE REMOVED CODE REQUIREMENTS. 5 I 10 10" DIA. RTS SMOKE DETECTOR REMOTE V8" DIA. II TEST STATION I _ I ° ° ` 1 INSULATED FLEXIBLE DUCT 1 5060 S W SEQUOIA PKWY. II. AIR CONDITIONING SYSTEM (HVAC)CONTROL C-300 CFM A. ROOFTOP UNIT(RTU)CONTROL 10"X10" I ( D-480 CFM - �� RTU-# EQUIPMENT MARK T I G A R D , O R 97224 1.) DESCRIPTION: DIRECT CONTROL OF THE ROOFTOP PACKAGED UNITS THAT PROVIDE COOLING AND HEATING WITHIN THE STORE,WITH NO MORE THAN TWO STAGES OF COOLING AND TWO STAGES OF - /�- DUCT MOUNTED -I O VD VOLUME DAMPER HEATING. GLOBAL ECONOMIZER CONTROL IS PROVIDED WHERE INDICATED. - A ###CFM AIR DEVICE MARK, CFM, _ ISSUE DATE: 04/01/2019 2.) SCHEDULES: EACH STORE WILL BE INDIVIDUALLY PROGRAMMED BASED ON THE STORE OPERATING HOURS. © e II\ C-100 CFM - FD FIRE DAMPER #" DIA. NECK DIAMETER STORE NUMBER: #921 1 I- 8X8 W"XH" INTERNAL DIMENSIONS GROSS FLOOR AREA: 27,657 S.F. 3.) SETPOINTS: A FIXED ZONE TEMPERATURE SETPOINT WILL BE UTILIZED FOR ALL ROOFTOP UNITS. BELOW ARE THE DEFINED SETPOINTS FOR ALL STORES: I I'- O � �1 i 13-100 CFM 12 0,11 JOB NUMBER: 2019.0108.00 ' a. OCCUPIED: COOLING: 75 DEG F HEATING:70 DEG F E-985 CFM RTU-1 •� OT THERMOSTAT b. UNOCCUPIED (SETBACK): COOLING: 85 DEG. F; HEATING: 55 DEG F 30"X12" 1 (NE „ © 8" DIA. � r (EXISTING) 4.) DAMPER& FAN CONTROL: WALL MOUNTED _ - _ _ - __ _ _ �^ /_ j O TEMPERATURE SENSOR CEILING DIFFUSER -ISSUE a. DURING UNOCCUPIED PERIODS,THE OUTSIDE AIR DAMPERS SHALL BE CLOSED AND THE FAN SHALL RUN INTERMITTENTLY WITH THE HEATING OR COOLING FUNCTION IN ACCORDANCE WITH THE NIGHT 1 - - - _ _ ` C ISSUED FOR PERMIT&BID 0401/18 SETBACK FUNCTION OF THE EMS ON DEMAND OF THE ZONE SENSOR. - - . 1 3 " \_ b. UNITS WITH DEMAND CONTROL VENTILATION: DURING OCCUPIED PERIODS,THE OUTSIDE AIR DAMPERS SHALL BE OPEN TO MINIMUM POSITION AND THE FAN SHALL RUN CONTINUOUS.WHERE I L� �. I RTU-1 O O5 0 HUMIDITY SENSOR BUILDING DEPT.COMMENTS 04/24/18 INDICATED,THE PACKAGED COOLING AND HEATING UNITS SHALL COME EQUIPPED WITH ECONOMIZER CONTROL TO TAKE ADVANTAGE OF FREE COOLING WHEN THE OUTSIDE AIR TEMPERATURE IS 24"X14 CFM 118" m 22" O� I II 16" O I 1 \ C 100 CFM ® NEW 2 WAY CEILING DIFFUSER BELOW THE TEMPERATURE INDICATED IN ASHRAE 90.1-2013 TABLE 6.5.1.1.3.WHERE INDICATED,THE EMS DEMAND CONTROLLED VENTILATION (DCV) FEATURE SHALL MODULATE THE OUTSIDE AIR 24"X14" 1 I ' 41 - 8'X8" © HVAC UNIT CONTROLLER WALL MOUNTED `' DAMPERS TO MAINTAIN INDOOR AIR QUALITY BY KEEPING THE CO2 PARTS/MILLION LESS THAN 1000 PPM. ENTEK SHALL MAKE THIS SETTING ADJUSTMENT IN THE FIELD. ,�, II CONNECT NEW TO EXISTING /LIRETURN GRILLE c. UNITS WITHOUT DEMAND CONTROL VENTILATION: DURING OCCUPIED PERIODS,THE OUTSIDE AIR DAMPERS SHALL BE OPEN TO OA SETTING INDICATED AND THE FAN SHALL RUN INTERMITTENTLY. s L - p 1 I' WHERE INDICATED,THE PACKAGED COOLING AND HEATING UNITS SHALL COME EQUIPPED WITH ECONOMIZER CONTROL TO TAKE ADVANTAGE OF FREE COOLING WHEN THE OUTSIDE AIR - !! TEMPERATURE IS BELOW THE TEMPERATURE INDICATED IN ASHRAE 90.1-2013 TABLE 6.5.1.1.3. D-1100 CFM D-1140 CFM D-360 CFM f EXHAUST GRILLE 5.) HOT GAS REHEAT CONTROL: (AS APPLICABLE) 24"X12" I 24"X12" 10"X10" is _ a. DURING PERIODS OF NO DEHUMIDIFICATION DEMAND,THE UNIT SHALL OPERATE CONVENTIONALLY IN HEATING AND COOLING MODE AS NEEDED TO MAINTAIN SPACE TEMPERATURE. ECONOMIZER DUCT MOUNTED DUCT MOUNTED- DUCT MOUNTED II MODE SHALL ONLY BE AVAILABLE WHEN THERE IS NO DEMAND FOR DEHUMIDIFICATION. IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION b. DURING PERIODS OF DEHUMIDIFICATION DEMAND AND NO COOLING DEMAND, HOT GAS REHEAT AND STAGE ONE COOLING SHALL INITIATE PROVIDING A SUPPLY AIR DISCHARGE TEMPERATURE OF - - - '- I AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR a 68-75 DEGREES WHEN THE SPACE RELATIVE HUMIDITY IS 60%(ADJUSTABLE)OR ABOVE. - / $ c. DURING PERIODS OF DEHUMIDIFICATION AND SINGLE STAGE COOLING DEMAND, HOT GAS REHEAT AND STAGE TWO COOLING SHALL INITIATE PROVIDING A SUPPLY AIR DISCHARGE TEMPERATURE OF BTU BRITISH THERMAL UNITS MBH THOUSAND BTU PER HOUR Y 68-75 DEGREES. CFM CUBIC FEET PER MINIUTE OA OUTSIDE AIR a d. DURING PERIODS OF DEHUMIDIFICATION AND SECOND STAGE COOLING DEMAND,THE UNIT SHALL OPERATE IN FULL COOLING MODE AND REHEAT OPERATION SHALL BE DEACTIVATED. ° ° CD CONDENSATE RPM REVOLUTIONS PER MINUTE -SEAL 6i 6.) OVERRIDE CAPABILITIES: THE RTU'S CAN BE OVERRIDDEN THROUGH THE CORPORATE REMOTE COMMUNICATION PORTAL. DB DRY BULB S SENSOR EAT ENTERING AIR TEMPERATURE T THERMOSTAT PRoF - ; a o a ESP EXTERNAL STATIC PRESSURE TYP TYPICAL cr G I N`c 'b B. EXHAUST FAN CONTROL I I /' ETR EXISTING TO REMAIN UNO UNLESS OTHERWISE NOTED ke F� < 1.) DESCRIPTION: ON-OFF CONTROL OF EXHAUST FANS. 78789PE a EF EXHAUST FAN VIF VERIFY IN FIELD 2.) THE RESTROOM EXHAUST FAN(S) IS/ARE CONTROLLED BY A MOTION SENSOR ONLY. DURING OCCUPIED PERIODS,THE FAN/LIGHT SHALL RUN CONTINUOUSLY. DURING UNOCCUPIED PERIODS,THE I FD FIRE DAMPER WB WET BULB i Z�?1✓ - FAN/LIGHT SHALL TURN OFF AFTER A PREDETERMINED TIME DELAY. REFER TO ELECTRICAL DRAWINGS FOR EXHAUST FAN/LIGHT CONTROL. _ FPM FEET PER MINUTE W.C. WATER COLUMN 3.) THE ASSOCIATE LOUNGE EXHAUST FAN IS CONTROLLED BY SEPARATE SWITCH. - 1 OREGO ,A F. -- �I �` HP HORSEPOWER 4fA"Y10. 2°- - y /' ,/ N III. OTHER CONTROL&EMS ISSUES f 1 F j LAT LEAVING AIR TEMPERATURE 4 ° II 0 I- M.B A. REMOTE COMMUNICATION: '` 1.) REMOTE ACCESS TO THE EMS IS VIA DSL OR OTHER BROADBAND CONNECTION. ALL MONITORING,ALARMING,AND PROGRAMMING IS ACCESSIBLE THROUGH THIS DEDICATED CONNECTION. - - I SYMBOL LIST NOTES: 2.) OFFICE DEPOT WILL PROVIDE A NETWORK INTERFACE TO THE EMS CONTROLLER. fi 'DIF : /' /' �' 0 1. SYMBOL LIST IS SHOWN FOR GENERAL REFERENCE ONLY.THE PRESENCE OF A SYMBOL DOES J 0 H N M BRUNS • IV. EMS NOTES FOR CONTRACTOR R I_ NOT IMPLY IT'S USE ON THIS PROJECT. REFER TO DRAWINGS FOR SPECIFIC SYMBOLS USED.31: #76789PE I EXP. 12/31/2020 Z A. GENERAL NOTES - I rid _ -^.� ., ��,�,,..,.-.------- ---- ------ .' a 1.) OFFICE DEPOT'S EMS CHECKOUT VENDOR ENTEK WILL PROVIDE A CHECKOUT OF THE CONTROL SYSTEM AS PART OF ITS GLOBAL ACCOUNT AGREEMENT WITH OFFICE DEPOT.THE CHECKOUT INCLUDES D o VERIFICATION THAT THE CONTROLS INSTALLATION IS COMPLETE AND THAT THE BUILDING FUNCTIONS AS INTENDED. -SHEET MECHANICAL 0 2.) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COMPLETING AN "OFFICE DEPOT MECHANICAL PRE-VISIT CHECKLIST FORM"TO BE OBTAINED FROM OFFICE DEPOT PROJECT MANAGER,AND SENDING ITTO ° ENTEK.THE MC MUST BE ON SITE DURING THE CHECKOUT ACTIVITY. ENLARGED PLANS AND . 3.) FOLLOWING INSTALLATION BY THE MC AND CHECKOUT BY ENTEK,A DEFICIENCY REPORT WILL BE PREPARED BY ENTEK AND ISSUED WITH THE PROJECT PUNCH LIST TO THE GC. MC SHALL COMPLETE ALL NOTES ITEMS ON THE DEFICIENCY REPORT BEFORE LEAVING SITE. ENLARGED MECHANICAL PLAN (WO R KO N OMY) 0 B. COMMISSIONING DRAWN: DJH 01.) CONTRACTOR SHALL REVIEW THE SPECIFICATIONS FOR A COMPLETE LIST OF RESPONSIBILITIES ASSOCIATED WITH THE COMMISSIONING PROCESS. SCALE: 1/8"= 1,-0" NORTH (") REFERENCE ONLY CHECKED: 1MB ED NOT APPROVED WITH THIS PERMIT 0 3.0.0 N ,, M201 z Z w PLUMBING GENERAL NOTES PLUMBING KEY NOTES 1 A. SCOPE OF WORK INCLUDES ALL WORK WITHIN WATTS LF223 IF PRESSURE IS GREATER THAN 70 UNITS ABOVE SLAB AND ALL ROOF LEADERS WHERE ALLOWED BY AHJ. PROVIDE TRAP PRIMER R. SUPPORT GAS AND CONDENSATE PIPING ON SYSTEMS TO INDUSTRY STANDARDS.SYSTEMS PROVIDE NEW PIPING AND FITTINGS REQUIRED TO CONNECT NEW 3"SAN. SEWER TO THE EXISTING GRADE CLEANOUT. FIELD a BUILDING UNLESS OTHERWISE NOTED. PSI STATIC. CONTACT ARCHITECT IMMEDIATELY IF ABOVE CEILING. VALVE(S), RELATED DISTRIBUTION UNITS,AND ROOF EVERY 8'-0"AND AT ALL ELBOWS AND TEES SHALL BE FULLY OPERATIVE WHEN TURNED OVER VERIFY THE EXACT LOCATION, SIZE AND INVERT ELEVATION OF THE CONNECTION POINT PRIOR TO ROUGH-IN OF NEW SAN. rmsomp o PRESSURE IS LESS THAN 45 PSI STATIC. TRAP PRIMER SUPPLY PIPING AS REQUIRED BY ALL GAS PIPING MUST BE SUPPORTED ON TO OFFICE DEPOT. SEWER PIPING. ROD OUT NEW AND EXISTING TO REMAIN SAN. SEWER AS REQUIRED JUST PRIOR TO PROJECT CLOSEOUT TO grEMMD B. DEMO WORK. CUT, CAP AND ABANDON EXISTING J. PROVIDE SHUT OFF VALVES AT ALL PLUMBING AHJ. ROOF-COMPATIBLE PIPE SUPPORTS MIRO ENSURE UNOBSTRUCTED FLOW, CLEAN AND CLEAR OF ALL DEBRIS AND OBSTRUCTIONS. UNDERFLOOR SAN.SEWER PIPING. REMOVE F. THE HOT AND COLD WATER SUPPLY BRANCHES FIXTURE WATER SUPPLY CONNECTIONS.VALVES W.MATERIALS, EQUIPMENT,ASSEMBLIES AND m INDUSTRIES NO. 3-R PILLOW BLOCK PIPE a ABANDONED ABOVE GRADE PIPING BELOW FOR ALL EQUIPMENT HAVING QUICK CLOSING SHALL BE LINE SIZE QUARTER-TURN BALL VALVES 0. WHERE PERMITTED BY CODE,SOLID CORE PLASTIC SUPPORTS OR APPROVED EQUAL.SET ON RUBBER SYSTEMS SHALL MEET ALL PERTINENT O PROVIDE 3"VENT THRU ROOF. MAINTAIN 10'-0" CLEARANCE FROM ANY FRESH AIR INTAKES. JOHN • M • B R U N S ,1°)L, FLOOR AND PATCH FLOOR AS REQUIRED. FIELD VALVES OF ANY TYPE SHALL HAVE WATER UNLESS OTHERWISE NOTED.VALVE BODY WASTE&VENT PIPING CONFORMING TO IAPMO PAD. DO NOT ATTACH PIPE STAND TO ROOF. REQUIREMENTS OF NATIONALLY RECOGNIZED <IVERIFY EXISTING CONDITIONS. HAMMER ARRESTORS INSTALLED AT THE HIGH CONSTRUCTION SHALL CONTAIN NO MORE THAN AND ASTM D2665 MAY BE USED WHEN TESTING ORGANIZATION SUCH AS THE UL,ASTM, ENGINEER _ 7 WOOD BLOCKING IS NOT ACCEPTABLE. O3 ROUTE NEW WATER PIPING AS HIGH AS POSSIBLE ABOVE THE BOTTOM CHORD OF THE EXISTING ROOF BAR JOISTS. FIELD C. NEW WORK. CONTRACTOR SHALL REWORK POINT ON THE END OF EACH BRANCH.AIR 15%ZINC.VALVE BALL AND STEM SHALL BE CONCEALED BELOW FLOOR SLABS OR IN WALLS& ASS E,AWWA,AGA AND NFPA AS WELL AS THE VERIFY THE EXACT ROUTING. COORDINATE WITH EXISTING CONDITIONS AND THE WORK OF THE OTHER TRADES. 3 EXISTING PIPING AND PROVIDE NEW WATER AND CHAMBERS ARE NOT ACCEPTABLE. STAINLESS STEEL. PROVIDE ACCESS PANELS WITH PARTITIONS. SUPPORT PIPING IN ACCORDANCE S. ALL EXPOSED GAS PIPING ALONG THE EXTERIOR MOST CURRENT VERSION OF THE STATE CODE CHROME PLATED COVERS FOR ALL CONCEALED WITH THE PIPE SUPPORT SCHEDULE OR PER WALL SHALL BE PRIMED AND PAINTED TO MATCH AND LOCAL AMENDMENTS. DWV PIPING AND/OR FITTINGS AS REQUIRED FOR G. ALL PIPING THAT PENETRATES WALLS SHALL BE VALVES. LOCAL REQUIREMENTS WHICHEVER IS MORE ADJACENT WALL.ALL GAS PIPING ON THE ROOF O4 PROVIDE NEW PIPING AND FITTINGS REQUIRED TO EXTEND NEW 3/4" CW AS REQUIRED TO CONNECT TO EXISTING 3/4" c A COMPLETE INSTALLATION. PROVIDE FLOOR SLEEVED AND HAVE ESCUTCHEONS.ANY STRINGENT. NO PLASTIC PIPE MAY BE INSTALLED SHALL BE PAINTED OSHA YELLOW. X. ALL PLUMBING FIXTURES AND PIPING SYSTEMS (MIN.) CW SERVING THE EXISTING TOILET ROOMS. FIELD VERIFY THE EXACT LOCATION,SIZE,AND ELEVATION OF THE 2 71 O Sutton Blvd . CLEANOUTS AS REQUIRED IN AN ACCESSIBLE PENETRATIONS THRU FIRE RATED PARTITIONS K. DO NOT SCALE THIS DRAWING.SEE IN AREAS CONSIDERED TO BE A PLENUM. PROVIDE SHALL BE INSTALLED IN ACCORDANCE WITH THE CONNECTION POINT PRIOR TO ROUGH-IN OF NEW WATER PIPING. LOCATION. FIELD VERIFY EXISTING CONDITIONS, SHALL BE SEALED WITH SCOTCH-3M#FS195 ARCHITECTURAL FLOOR PLAN FOR BUILDING T. PROVIDE A DIRT LEG,GAS COCK AND UNION AT LATEST EDITION OF STATE AND/OR LOCAL St. Louis, MO 63143 PROPER TRANSITION FITTINGS BETWEEN PIPES OF = AND THE LOCATION,SIZE, ELEVATION/INVERT OF WRAP AND#CP25 CAULK AS PER DIMENSIONS. REFER TO THE ARCHITECTURAL DIFFERING MATERIAL. CONNECTIONS TO ALL EQUIPMENT. WHERE GAS CODES. COOPERATE AS REQUIRED WITH ALL 5 EXISTING LAVATORY TO BE DEMOLISHED. REFER TO DEMOLITION PLAN FOR CLARIFICATION. WWW. a d g- s t I , C o m w CONNECTION POINTS PRIOR TO ROUGH-IN. MANUFACTURER'S RECOMMENDATIONS. ALL DRAWINGS FOR THE EXACT LOCATION AND PRESSURE REGULATORS CANNOT BE LOCATED AUTHORITIES HAVING JURISDICTION TO INSURE COORDINATE EXACT ROUTING OF PIPING WITH ROOF PENETRATIONS SHALL BE MADE IN ELEVATION OF PLUMBING FIXTURES PRIOR TO P. PROVIDE PIPING COVERS ON ALL PIPING UNDER OUTDOORS, PROVIDE VENT TO ATMOSPHERE. THAT PROPER MATERIALS AND WORKMANSHIP P:: 31 4 . 6 4 4 . 1 2 3 4 THE WORK OF ALL OTHER TRADES AND PROVIDE ACCORDANCE WITH ROOF SYSTEM ROUGH-IN OF WASTE AND WATER PIPING. THE TOILET ROOM LAVATORIES.THE ARE USED. REQUIREMENTS OF STATE AND LOCAL U. PROVIDE SEISMIC BRACING FOR ALL EQUIPMENT F:: 3 1 4 . 6 4 4 . 4 3 7 3 PIPING OFFSETS AS REQUIRED TO AVOID MANUFACTURER'S GUIDELINES.COORDINATE INSTALLATION OF UNDERLAVATORY PIPING CODES AND AUTHORITIES TAKE PRECEDENCE L. THE PLUMBING SYSTEM LAYOUT SHALL BE IN AND PIPING PER THE APPLICABLE SEISMIC ZONE. CONFLICT.CAP ALL PIPING OPENINGS DURING WITH ARCHITECTURAL DETAILS AND/OR COVERS SHALL COMPLY WITH ALL APPLICABLE OVER ANY INFORMATION WHICH IS INDICATED CAREFUL COORDINATION WITH THE DRAWINGS, WHERE INSTALLED BELOW THE ROOF STRUCTURE, CONSTRUCTION UNTIL FINAL CONNECTIONS TO LANDLORD FOR ROOF SYSTEM USED. DETERMINING THE PROPER ELEVATION FOR ALL CODES AND REGULATIONS AND THE GAS PIPING SHALL BE SUPPORTED WITH PIPE OR IMPLIED ON THESE DRAWINGS. ALL ARCHITECTURAL AND ENGINEERING DRAWINGS EQUIPMENT AND/OR ACCESSORIES ARE MADE. H. ALL PIPING IN FINISHED AREAS SHALL BE ROUTED COMPONENTS OF THE SYSTEM.THE GENERAL MANUFACTURER'S RECOMMENDATIONS AND ARE IN HOOKS, METAL PIPE STRAPS, BANDS,OR Y. COORDINATE WORK IN ADVANCE WITH ALL MADE WITHOIDENCE AND DISSEMINATION UT PRIOR WRITTEN CONSENT NOT BE OF THE CONCEALED. EXPOSED PIPING,WHERE LAYOUT SHALL BE FOLLOWED AS SHOWN ON THE INSTRUCTIONS. HANGERS SUITABLE FOR THE SIZE OF PIPING, OF OTHER TRADES TO AVOID INTERFERENCE AND ARCHITECT.OPYRIGHALL COMMON LAW RIGHTS BOF Y D. VERIFY THE LOCATION AND DEPTH OF WATER COPYRIGHT AND OTHERWISE ARE HEREBY ` AND SANITARY SEWER UTILITIES AT THE NECESSARY,SHALL BE ROUTED AS HIGH AS DRAWINGS IN ALL CASES, EXCEPT WHERE THE Q. THE NATURAL GAS TO THE EQUIPMENT SHALL BE ADEQUATE STRENGTH AND QUALITY,AND POSSIBLE DELAY OF THE PROGRESS OF S P E C I FICA L L Y RESERVED .5 REQUIRED POINTS OF CONNECTION.COORDINATE POSSIBLE AND TIGHT TO WALLS WHERE POSSIBLE. WORK OTHER DISCIPLINES MAY INTERFERE. LOW PRESSURE.THE REGULATOR OUTLET LOCATED AT INTERVALS SO AS TO PREVENT OR CONSTRUCTION. aALL PIPING ROUTING WITH BUILDING FOOTINGS, PIPING SHALL BE ROUTED PARALLEL ORPRESSURE SHALL BE 7"WATER COLUMN. IF THE DAMP OUT EXCESSIVE VIBRATION. PIPING SHALL —OWNEII M.SANITARY SEWER PIPING 3"AND SMALLER SHALL GAS COMPANY IS UNABLE TO PROVIDE THIS BE ANCHORED TO PREVENT UNDUE STRAINS ON Z. CONTRACTOR SHALL VISIT THE PROJECT SITE FOUNDATIONS, ETC. PRIOR TO ROUGH-IN OF PERPENDICULAR TO BUILDING WALLS AND PIPING.ANY DEVIATION FROM THE UTILITY STRUCTURAL MEMBERS. DO NOT INSTALL BE SLOPED AT 1/4" PER FOOT(MINIMUM)AND PRESSURE, IMMEDIATELY CONTACT THE CONNECTED EQUIPMENT AND SHALL NOT BE PRIOR TO BID TO VERIFY EXISTING CONDITIONS. LOCATIONS SHOWN ON THE PLANS SHALL DOMESTIC WATER PIPING IN EXTERIOR WALLS. SANITARY SEWER PIPING 4 AND LARGER SHALL ARCHITECT/ENGINEER OR OWNER FOR SUPPORTED BY OTHER PIPING. Office DEPOT REQUIRE APPROVAL BY OFFICE DEPOT. BE SLOPED AT 1/8" PER FOOT(MINIMUM) UNLESS INSTRUCTIONS. PIPES SHALL INCLUDE PIPE SIZES I. FURNISH & INSTALL 1/2" (MIN.) FIBERGLASS OTHERWISE NOTED. AND/OR VALVES REQUIRED FOR PROPER V. A LICENSED PLUMBING CONTRACTOR SHALL OfflceMax E. VERIFY WATER PRESSURE AVAILABLE. PROVIDE INSULATION WITH ALL-SERVICE JACKET ON ALL PERFORM ALL WORK IN A FIRST CLASS PRESSURE REDUCING VALVE (PRV) EQUAL TO WATER LINES, CONDENSATE FROM MECHANICAL N. PROVIDE TRAP SEALERS FOR FLOOR DRAINS OPERATION AT AVAILABLE PRESSURE. WORKMANLIKE MANNER. TEST THE COMPLETED 6600 NORTH MILITARY TRAIL CI) C CII) C (-_) ED /D BOCA RATON, FL 33496 PHONE: (561) 438-6299 FAX: (561) 438-7237 E - —PROJECT 1 I I I I I I E4 d ,A_) 1 ._ , _ I _ 1. Ii fi 1 ii I ,. _ i, ) , I II ►,tT II I I I Ii I I Ii I ii i A 0 L , I I I I I I I I II _— 7 . T .._ _^ 1 ii 1 I I I I I I I i I 1� ED - I I I I I 1 1 1 I 1 1 II e= 1 1 1 ( 1 1 1 1 II - O _ M CR71. A.6 - - i - - - _..�_ - 2"CW (ETR I I I I F a Ii\--;:‘,:j, - I I I I I I l I II _ __ 0 I 1 2"CW (ETR) ,L 0. I 1 I I I I 1 I I I II LU ae ' 7 411. _ 1 ► I I II 1 1 I I I I I �� I _ I i I II I i I 1 I h ,I( ► I I i l I I I I I I I I 71 I J '',l I- g - - - - - - - - -----E-- - - - - As - - - - - - - - I - - - __ I I I I II iI r-- - �( f I� , / I1 / IWI I 1 I I I 1 i� \ rI II`- II If r I £_T I l(j i I i (F:3 I � ; II I I I II I I I I I I I I I I I I I I II 3 - (( I I I 1 ��— II I I I ( I I ( I I I 1 I I I II I __ J I I - it I I I I I II I I I I I ri _ —` i! I I I I 1 I I I I I �I 15060 SW SEQUOIA PKWY. - 1 I I -_ I TIGARD , OR 97224 it I I II I I I I Ill - SORED2019 NUMBER:ATE: 04/01 #921 1 I I I I I 1 I i ) GROSS FLOOR AREA: 27,657 S.F. _ ' JOB NUMBER: 2019.0108.00 0I I — — — — - - — — — -- �. � I I I I I I I — o — — — — _ • — — —Issue 2"CW(ETR) ISSUED FOR PERMIT&BID 04/01/18 — A BUILDING DEPT.COMMENTS 04/24/18 1 \r_ . .Iv ;\,/- \ 7I it_ \ z [ , 1 1 _I 9 0 0, 04 5 , , . _ __ _ __ ___ , N 017:4 LSI I I I, \ I � -- 3/4„ CW / — , 30 3/4" HW 4.40T1 �l I 1/2" HWR q p, - ( - - - - - —SEAL ��p I II 3/4'�CW I I I I I I 1I M �y� 3/4„ CIN l —_' `` _—.i' I -- ; - J 3�� I i e,'(5°PR° �a 3/4" HW 3/4 HW I '$4'0 „ p i 11 . Y '6.gi_= `_ r i I0431 '2 .GIN0 - - 1 2" HWR 1/2„ H R 1 I! 3 - 3 i © rl F,Q z O3 / 3 O3 O O C�], / 787 PE � � - - - -- - - - - I- - -I-- - - - - - - - - 1- -- - - �' - - -� - - - - - - - 3"S(NEW) 1 \ / /"'�S. w 1 1 - - - - - - - - - - - - - - - - - - - - / „ /t4171"." o -o r a '0 ED I I _ _— CO(ETR) - - — ,t4.1:q r 2oc.b q`naWATER HTR.ABOVE - © 10, \ / \ _ CEILING (ETR) O o _1/VM.B I .--- !DOVES: / .3/,*O N I I I ,\ I F. n / I I JOHN M . BRUNS z c #76789PE I EXP. 12/31/2020 o • A —SHEET REFERENCE ONLY PLUMBING PLAN AND 0 I I I I I I I NOT APPROVED WITH THIS PERMIT I NOTES a E 2 • DRAWN: ALH CHECKED: JMB E o 0 0 0 2 XI 0 0 0 CIO o N P1O :! - PLUMBING PLAN z w SCALE: 3/32" = 1'-0" NORTH - STRUCTURAL GENERAL NOTES: STRUCTURAL STEEL: CAST-IN-PLACE CONCRETE-EXECUTION: SPECIAL INSPECTIONS: ABBREVIATION LEGEND DESIGN: 1. All structural steel shall be ASTM A36 for shapes and plates, ASTM A53 1. All concrete is reinforced unless specifically noted as "unreinforced". 1. Special inspections shall be performed in accordance with, Chapter 17 ®® E3 ® ® for pipes, and ASTM A500, Grade B or C or ASTM 1085 for structural Reinforce all concrete not otherwise shown with the same steel as shown of the 2014 OSSC. All special inspectors shall be qualified for inspection ABBR I DEFINITION 13130VVE tubes, unless noted otherwise. W shapes shall be ASTM A992 or ASTM in similar sections. Comply with ACI 304, "Recommended Practice for of the particular type of construction requiring special inspection and must 1. All design and construction work for this project shall conform to the A572, Grade 50. Fabrication and erection shall be in accordance with the Measuring, Mixing, Transporting, and PlacingConcrete". bed roved bythe buildingofficial. Special inspectors shallperform the AB ANCHOR BOLT / ROD 2014 OREGON STRUCTURAL SPECIALTY CODE.. P g' pp P P ACI AMERICAN CONCRETE INSTITUTE ARCHITECTURAL latest edition of AISC Manual of Steel Construction. 2. Cold weather conditions: When the average daily air temperature for 3 duties and responsibilities outlined in Chapter 17 of the 2014 OSSC. Reports 2. DESIGN LOADS: 2. All anchor rods shall be ASTM F1554 Grade 36 unless noted otherwise. consecutive days is expected to be below 40 deg F and the air shall be submitted to the building official, architect, and engineer of record AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DESIGN ■ G U I L D A. Roof Loads: Anchor rods shall have a heavy hex nut welded to the rod at the temperature does not exceed 50 deg F for more than 12 consecutive in a timely manner. AISI AMERICAN IRON AND STEEL INSTITUTE Live Load 20 psf embedded end unless noted otherwise on the drawings. Anchor rods shall hours during this time, all concrete placement shall comply with the 2. Types of work requiring special inspection: ARCH ARCHITECTURAL t. Ground Snow Load 10 psf be located using templates and set in place with exposed threads of rods provisions of ACI 306 and as herein specified. Protect concrete work from A: Concrete per Section 1704.4: ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS B. Wind Load: greased before placing concrete. physical damage or reduced strength that could be caused by frost, 1. Periodic inspection of the placement of reinforcing steel. AWS AMERICAN WELDING SOCIETY Wind speed based on 3 sec gust 110 mph 3. All beam connections shall be welded or bolted as detailed on the freezing actions, or low temperatures. 2. Continuous inspection of the placement of anchors in concrete BO BOTTOM OF Risk Category II drawings or per the latest edition of the American Institute of Steel 3. Hot weather conditions: When elevated temperatures, humidity, and wind including, size, length, projection, and location. BOS BOTTOM OF STEEL 2710 Sutton Blvd. Wind Exposure B Construction Handbook, "Framed Beam Connections". Bolts shall be 3/4" factors exist, all concrete shall comply with the provisions of ACI 305 and 3. Sampling of fresh concrete. Perform tests for slump, air content, BRG BEARING St. Louis, MO 63143 Wind internal pressure coefficient ±0.18 diameter A325N tightened to the snug tight condition unless noted as herein specified. and temperature. Cast specimens for strength tests (see Cast-in- CJ CONTROL JOINT C. Seismic: otherwise on the drawings. 4. Perform curing of concrete by curing and sealing compound, by moist Place Concrete - Execution notes). CL CENTER LINE WWW•a d g-S t I .C O m Risk category II 4. Al? weldingshall conform to the current American WeldingSocietycuring, moisture-retainingcover curing, orcombinations thereof. RECEIVED Spectral response coefficients Ss = 0.970 gby 4. Periodic inspection of precast (or site cast) concrete element CLR CLEAR P:: 314 . 6 4 4 . 12 3 4 S1 = 0.9 0 Specifications and be performed by certified welders. 5. Maintain minimum concrete coverage for reinforcing as indicated unless erection. COL COLUMN OR %5 2019 5. Al? structural steel shall have one shop coat of rust inhibitor primer otherwise noted in the drawings: F:: 314 . 644 . 4373 SDS = 0.719 5. Periodic inspection of anchors installed vertically downward and CONC CONCRETE paint conforming to the specifications. Field touch up all unpainted, A. Earth formed/cast directly against soil 3 in continuous inspection of anchors installed horizontal or overhead in OF TIGARD 5D1 = 0.443 P CONST CONSTRUCTION G�TY DIVISION nicked and welded areas. B. Cast against forms but exposed to earth or weather: hardened concrete. Inspections shall include hole size and depth, ING C 0 F . # 3 2 7 8 6 Site class D (Assumed) #6 and larger 2 in P P CONT CONTINUOUS gU1LD EXP . 2 / 2 8 / 2 0 2 1 Seismic design category D g cleaning procedure, materials, and location. All anchors DIA DIAMETER #5 and smaller 1 1/2 ininspection. EJ EXPANSION JOINT ALL IN ARCHITECTURAL AND ENGINEERINGSEMINAOMAY NOT BE 3. Shop drawings shall be submitted for review by the Architect and installed in hardened concrete are subject to ARE INCONfIDENCEANDDISSEMINATIONMAYNOTBE C. Slabs and walls not ex osed to earth weather 3 4 In 6. Periodic Ins ection for maintenance of and tem erature MADE WITHOUT PRIOR WRITTEN CONSENT OF THE Engineer prior to fabrication. CONCRETE P P curing P EL ELEVATION ARCHITECT. ALL COMMON LAW RIGHTS OF D. Beams and columns not exposed to earth weather 1 1 2 in techniques. COPYRIGHT AND OTHERWISE ARE HEREBY 4. The structural seal provided for this building shall cover the design PEQ EQUAL SPECIFICALLY RESERVED of the elements and systems shown on these drawings only. Johnston 1. All concrete work shall conform to the American Concrete Institute E. Other 2 in 7. Periodic inspection of formwork for shape, location, and dimensions. _ Y 9ETR EXISTING TO REMAIN Burkholder Associates has not designed nor reviewed the design of the Standard BuildingCode Requirements for Reinforced Concrete ACI 318) 6. All vertical steel and continuous steel shall be lap spliced using B: Structural Steel per Section 1704.3: -OWNER g g q { EW EACH WAY existing building elements not affected by the work shown herein and and the latest applicable recommendations of the ACI Manual of Standard Class B splices, per ACI 318, unless noted otherwise on the drawings. 1. Periodic inspection for material verifications. EXP EXPANSION accepts no responsibility for the structural adequacy or performance of Practice. 7. Coordinate concrete finishes, recessed areas, reveals, embedded items, a. High strength bolts, nuts and washers. Office DEPOT those unaffected portions. 2. Materials shall conform with: special joint patterns, etc. with the Architectural drawings and b. Structural steel identification. FDN FOUNDATION A. Cement-ASTM C150 Type I or II specifications. Provide a 3/4" chamfer at all exposed edges of concrete. 2. Periodic inspection of bearing-type bolted connections. Bolts FF FINISHED FLOOR OfficeMax B. Aggregate-ASTM C33 No aluminum items shall be embedded in concrete. shall be tightened to a snug-tight condition and observed only to FS FAR SIDE C. Water - Potable 8. QUALITY CONTROL TESTING DURING CONSTRUCTION ensure that all plies of the connected element have been brought FTG FOOTING CONSTRUCTION: 3. All concrete used in the work shall have the followingminimum A. General: The Owner shall employ a testinglaboratorytoperform into snug contact. GA GAGE P Y 3. Qualifications of welding procedures and welders shall be verified HORIZ HORIZONTAL 6600 NORTH MILITARY TRAIL compressive (f'c) strengths at 28 days: tests and to submit test reports. B O C A R A T O N, FL 33496 1. Furnish all labor, materials and equipment necessary to complete the A. Footings 3000 psi B. Sampling and testing for quality control during placement of prior to start of work. Periodic inspections shall be made of ISO ISOLATION work shown or implied by these drawings. B. Foundation walls and slab-on-grade 4000 psi concrete shall include the following, as directed by the Architect. work in progress and a visual inspection of all welds shall be JBE JOIST BEARING ELEVATION 2. The General Contractor shall be responsible for verifying all dimen- 4. Unless noted otherwise in the Specifications, provide concrete with C. Sampling Fresh Concrete: ASTM C 172, except modified for slump to made prior to completion. JT JOINT PHONE: (561) 438-6299 sions and elevations with the Architectural and Mechanical drawings comply with ASTM C 94. P single-pass LLH LONG LEG HORIZONTAL FAX: (561) 438 7237 " a. Periodic inspection of sin le- ass welds. 9 4 +-1 slump. P y b. Continuous inspection of fillet welds exceeding " and complete and the existing conditions. See Architectural and Mechanical drawings 5. Al? exposed exterior concrete flatwork shall contain 5% to 7% air 1. Slump: ASTM C 143; one test at point of discharge for each days P � P LLV LONG LEG VERTICAL - • for embedded items not shown herein and to verifysize and location ofpour of each type of concrete; additional tests when concrete or partial joint penetration welds. -PROJECT entrainment. Chlorides in any form or concentration shall not be added YP LONG LONGITUDINAL all openings. Before executing work shown herein, the Contractor shall to anyconcrete. consistency appears to have changed. c. Periodic inspection of weld filler materials. C:Shop Fabricationper 1704.2: MAIL MATERIAL examine actual job conditions and report to the Engineer any error, 2. Air Content: ASTM C 173, volumetric method for lightweight or P MAX MAXIMUM . omission or difficulty affecting the work. normal weight concrete; ASTM C 231 pressure method for normal 1. Special inspection is required for shop fabricated members unless Uzi 3. The structure is designed to be self-supporting and stable after weight concrete; one for each days pour of each type of air- the fabricator(s) is registered and approved to perform work without MECH MECHANICAL erection of the structure has been fully completed. It is the contractors entrained concrete. special inspections. Approval shall be based on the fabricator's MFR MANUFACTURER responsibility to determine erection sequencing and provide shoring 3. Concrete Temperature: Test hourly when air temperature is 40 written procedural and quality control manuals and periodic auditing MIN MINIMUM and bracing as required to erect the structure. deg F (4 deg C) and below, when 80 deg F (27 deg C) and above, of fabrication practices by an approved agency. MTL METAL 4. The General Contractor shall provide adequate shoringor bracingduringNS NEAR SIDE q and each time a set of compression test specimens is made. 0 construction to resist forces such as wind and unbalanced loading due 4. Compression Test Specimen: ASTM C 31; one set of 4 standard NTS NOT TO SCALE to construction. cylinders for each compressive strength test, unless otherwise OC ON OSNTER REINFORCING STEEL: - 5. The General Contractor shall be responsible for protecting the existing directed. Mold and store cylinders for laboratory-cured test OPP OPPOSITE building during construction. specimens except when field-cure test specimens are required. PC PIECE Pi 6. The General Contractor shall be solelyresponsible for the safetyof the 1. All reinforcing steel shall be ASTM A615 Grade 60. P 5. Compressive Strength Tests: ASTM C 39; one set for each days PL PLATE structure and its occupants throughout construction. 2. All welded wire fabric shall be ASTM A185 cold drawn wire. Lap 1 mesh P 9 pour exceeding 5 cu. yds. plus additional sets for each 50 cu. REF REFER TO spacing minimum at all splices. yds. more than the first 25 cu. yds. of each concrete class REINF REINFORCING 3. Accessories shall be as specified in the latest edition of Concrete REQD REQUIRED placed in any one day; one specimen tested at 7 days, two KI specimens tested at 28 days, and one specimen retained in Reinforcing Steel Institute Design Handbook "Placing Reinforcing Bars". RTU ROOF TOP UNITCe reserve for later testingif required. Locate and support reinforcing by metal chairs, runners, bolsters, 0 q SCHED SCHEDULE a. Strength level of concrete will be considered satisfactoryspacers, and hangers, as required to secure against displacement. 9 �, SIM SIMILAR if averages of sets of three consecutive strength test results Maximum accessory spacing shall be 4'-O" on center. N 9 9 SJI STEEL JOIST INSTITUTE equal or exceed specified compressive strength, and no 4. Unless noted on the drawings, contact lap splices for reinforcing bars STL STEEL Z. Q individual strength test result falls below specified in concrete shall be provided as follows: STRUC STRUCTURAL w compressive strength by more than 500 psi. 9. POST-INSTALLED ANCHORS (2014 OSSC) Bar Size Class B Lap Class B Lap (12" of Concrete Below) TOB TOP TOP OF BOTTOM 4 2 A. Post-installed anchors shall be installed in accordance with the #3 16" 20" h TOC TOP OF CONCRETE Manufacturers Printed Installation Instructions (MPH). If anchors are to #4 17" 23" be installed in a horizontal or upward direction personnel shall be #5 22" 28" TOF TOP OF FOOTING imin trained to install adhesive anchors through the ACI/CRSI Adhesive #6 26" 42" TOS TOP OF STEEL Anchor Installer Certification Program. #7 43" 55" TRANS TRANSVERSE #8 54" 70" TYP TYPICAL V VERT VERTICAL 0 IF:1 Lap splice lengths are based on 3000 psi normal weight concrete with WWR WELDED WIRE REINFORCEMENT ta.:i a minimum clear cover of 1 1/2" and a minimum spacing of 3". Where any of these have not been met, the supplier shall provide the lap lengths on the shop drawings. 11117M1 EXISTING WOOD ROOF SHEATHING TO REMAIN 23'-10" AFF O_ -_ x x DECK BRG EL (FV) 1/4" CAP PL SHOP \ EXISTING WOOD SUBPURLIN WELDED TO POST TO REMAIN, TYP 15060 SW SEQUOIA PKWY. TIGARD, OR 97224 Q ^',� ISSUE DATE: 04/01/2019 STORE NUMBER: #921 WI EXISTING WOOD LEDGER TO GROSS FLOOR AREA: 27,626 S.F. LOCATE ONE ANGLE AT TOP OF REMAIN (FIELD VERIFY DEPTH) JOB NUMBER: 2019.0108.00 NEW JAMB POST AS SHOWN _ 1 -ISSUC - I INTERIOR II EXTERIOR I ISSUED FOR REVIEW 04/01/19 - EXISTING CONC L4x4x1/4x0'-4" AT 48" OC VERTICALLY TILT WALL l'-----, EXISTING VENEER TO REMAIN (ALTERNATE SIDES OF POST); ATTACH TO EXISTING CONC WALL WITH (1) 1/2" DIA NEW L5x3x1/4 (LLV) LOOSE THREADED ROD DRILL AND EMBED 4 1/2" NEW HSS8x4x3/16REF ARCH E_______---1ANGLE LINTEL AT NEW OPNG; WITH HILTI HIT-HY 200 ADHESIVE JAMB POST EA SIDE $TO OPNG EL BEAR 8" ON EA SIDE "0411 OF NEW OPENING 1 EXISTING CONC TILT PANEL Ofr WALL TO BE REMOVED NOTE: 411/ REF ARCH 3/16 TO OPNG EL '- IF AN EXISTING CONC, WALL PANEL JOINT / IS LOCATED WITHIN 2'-0" EITHER SIDE 316 _1 I - OF NEW OPENING, NOTIFY ENGINEER -SEAL 1i a PRIOR TO CUTTING OF WALL. -----4"-- 0Lu 1'-4" MIN AS REQD MANDATORY CONST JT �_�`�� CL COL 6" FINISHED OPENING _ 3 SIDES/ 1/4 V o 2� 1/2" DIA x 0'M8" SMOOTH #4 AT 6" OC ty' PR Op. I DOWELS AT 24 OC; GREASE I 4 x 0'-8" DOWEL AT 24" OC; E� �c - i - _ _ _ \-J ONE END AND CENTER ON JOINT DRILL AND EMBED 4" INTOREMOVE AS C� S 1 i o REMOVAL SOFBEXIST EXISTING CONCAWO W FOR G1 N Fe. 1 I BASE PLATE 3/4"x5"x0'-9" (CENTER CO NEW SLAB TO 1 EXISTING SLAB WITH HILTI HIT-HY I o 8" 4� - 3A-S100 ! I ! ON POST) WITH (2) 5/8" DIA THREADED - - - MATCH EXISTING 200 ADHESIVE OH [PANEL TO BELOW FINISHED FLOOR :830 'E' EXISTING CONC TILT EXISTING CONC v 1 RODS EMBEDDED 5 5/8" INTO SLAB I 1/2" DIA x O'-8" SMOOTH DOWEL PANEL WALL TO REMAIN-\ I N •_ •"d •N 24" EXISTING PAVING 3 S1 O J 3 S100 c SLAB TO REMAIN I WITH HILTI HIT-HY 200 ADHESIVE AT CL COL INTO EXI°STINGRILL AND SLAB WITHHILTI4" / ✓O�OV 2�p0 P?4\4? 14 0 - v v ,,oE f EXISTING HIT-HY 200 ADHESIVE ,� o H LPA a FF EL 0 3A-S100 r- _ ----------------------- - \ EXTINGCONCPANEL DWo EXISTING CONC (2 #4 CONT FTG TO REMAINEXISTING CONC WALL TO REMAIN JOINT #4 DOWELS AT 24" OC; NOTE: I (FIELD VERIFY LOCATION) -SHEET REF 2-S100 FOR SLAB INFILL DRILL AND EMBED 4" INTO SLOPE NEW EXTERIOR CONC PAVING EXISTING CONCRETE WITH REF 6'-4" HILTI HIT-HY 200 ADHESIVE AS NECESSARY TO TRANSITION TO d. / GENERAL EXISTING CONC PAVING ,ARCH NOTES 12" 1 0 10" DRAWN: SMK EXISTING CONT 1111 - • FTG TO REMAIN JOHNSTON CHECKED: BJH g ELEVATION AT BURKHOLDER SLAB INFILL AT NEW OPNG PARTIAL PLAN AT NEW OPENING consulting st‘7, ructurals 1 0 0 id NEW OPENING IN EXISTING WALL 3/411=11-On " 93CENTRAL E1 CANS� BYMOCOM OS Z 3/4"--1'-0" / 1/8 1 0 (816)421-4200 sA - pa,a7 LL