The URL can be used to link to this page

Plans BUP2016 00083 & M C2016 - 001 90 PROJECT DIRECTORY REV15ION P15TORY DRALUING INDEX TENANT: LANDLORD: ARCHITECTURAL FIRM: MEP FIRM. BUILDING DEPT. - _, • TODD PETERSON - ELEC. '00 - STERLING, INC. MACERIC 4 ROBERT F.VANNEY, TODD PETERSON - MECH. CITY OF TiGARD Nt } y VA AKRON, 315 GHENT ROAD 401 WILSHIRE BLVD. ARCHITECT 305 2ND STREET NW 13125 SW HALL BLVD. �, ' I OH 44333 SUITE 100 360 N.ROBERT ST.SUITE 201 SUITE 105 TIGARD,OR 91223 BHT, DESCRIPTION SANTA MONICA,CA 9@401 ST.PAUL,MN 55101 NEW BRIGWTON,MN 155112 ! ! ! Al COVER SHEET t PROJECT INFOR'1ATiON ARCHITECT' TEL: (300)-665-6304 TEL: (310)394-6000 TEL: (503)'118-2439 # ADA1 AGCESSIBfLITY DETAILS FAX: (330)-668-5103 ATTN: MATT BRANT TEL: (651)222-4642 TEL: (651)632-2300 E: tigardbuildingpermlts CONTACT:,EFF A%SY TEL: (424)229-3646 FAX: (651)222-3034 FAX: (651)632-23'31 etlgard-orgove !E R SDI DEMOLITION PLAN,LEGEND 4 NOTES E: mathewbrantftacer►ch.com CONTACT: BOB VANNEY - . . . . . . . . . . . . . . . ,q2 ARCHITECTURAL PIAN 4 STOREFRONT ELEVS. FROJEGT INFORMATiON ! i ! 6 R 8 � E. 201 WASHINGTON SQUAREDivision) A3 ENLARGED STOREFRONT PLAN,SECTIONS 4 DETAILS I Ai A I Ej._ 101 OJECT DESCRIPTION:, Remodel - Enclosed Mall Retail Store FIELD SURVEYED ON: - • • A4 CONSTRUCTION / INSTALLATION DETAILS •- GENERAL + � ! - PROJEGT NAME: KAY JEWELERS 00181 �+� � 1 j 2 _ _5 _ 2 . 0 4_ PORTLAND, QRE C�N Concept A PROJECT�SS: WaArIgton Square LEASED AREA CALCULATED # • A5 FIXTURE PLAN AND INTERIOR ELEVATIONS fiSpace�'W01 PER A5-5UILTS: 1 .Ft. ! ! • NOTE LEGEND 4 FINISH SCHEDULES i i � I ; Remodel 9585 S.W.Washington Square Road A5a Portland,OR 91223 ! • Ago FLOOR FINISH PLAN 4 MISC.DETAILS USE �RC)UP: M TOTAL CONNECTED LOAD: JcPn�,ey '^ CONSTRUCTION TYPE: 28 Total Watts: 50,500 �- ! ! Al REFLECTED CEILING PLAN 4 DETAILS 2,x e , OCCUPANCY LOAD_ / SALES AREA bbb SF !30 = 23 OCC Watts Per SgFt.: X .3 # I A8 INTERIOR CONSTRUCTION DETAILS I ;/f OFFICE AREA (BUSINESS USE) 283 SF /100 = 3 OCC 1 iC�HTING LOAD- OFFICE i f a Total Watts: 43@0 A9 ARCHITEGTU4AL SPECIFICATIONS 2016 KAY JEWELERS '0181 � � STOCK ROOM 146 SF 13W = i OCC r UNOCCUPIED (Tou sT,s�IacAam ETC3 493 SF Watts Per Sq Ft: 28 # WASHINGTON 5Q1JARE _ 51 SIGN/LOGO DETAILS k � � TOTAL CFM: TOTAL LEASE AREA 1,588 SF 21 OCC SPACE "U101 DICK'S ELECTRICAL FLOOR PLAN AND LEGEND SPORTING r a .t- M EMPLOY 5 PER SHIFT: 5 9585 S.W. WASHINGTON SQUARE RD. GOODS .0 �• - ! i E2 ELECTRICAL REFL.CLG.PLAN 4 FIXTURE SCHEDULE PORTLAND, OR 91223 �.. GODE ANA Y5I5 # ENLARGED LIGHTING ANS 3 1,588 SQUARE FEEL' PER AS-BUILTS �� I Eta PL I �f ELECTRICAL PANELS 4 RISER DIAGRAM LEVEL ! OF 1 THIS PROJECT WAS DESIGNED TO CONFORM TO THE CODES LISTED BELOW ALL WORK PERFORMED AS ANY ! E3 � PORTION OF THIS PROJECT SHALL COMPLY WITH THE CODES AS LISTED 1 � � E ' E4 ELECTRICAL SPECIFICATIONS i E I DIVISION CODE USED EDITION i FEI FIXTURE INSTALLATION - ELECTRICAL DETAILS BUILDING OREGON STRUCTURAL SPECIALTY CODE 2014 MECHANICAL OREGON MECH.SPECIALTY CODE 2014 • FE2 FIXTURE INSTALLATION - ELECTRICAL DETAILS MACY's ELECTRICAL N E 2014 M1 MECHANICAL PLAN AND SPECIFICATIONS 'Z ,D ARC LECTR AL OREGON ELEC.SPECIAL GOD i • 2«.s°$5f ; I PLUMBING OREGON PLUIMBING SPECIALTY CODE 2014 �' '� ROBERT F. £' ENERGY OREGON ENERGY EFF.SPECIALTY CODE 2014 # PI PLUMBING PLAN AND NOTES I � 1 . . �, CONSTRUGTION/INSTALLATiON DETAILS -- MECHANICAL YANNEY NORDSTROM • • KEY PLAN — °°°5F ! SAINT PAUL, MN ,. STl GSN AND TYPICAL DETAILS �. r FLAME SPREAD RATINGS FOR INTERIOR FINISHES DEFERRED SUBMITTALS • ST2 PLANS AND SCHEDULES NOT TO SCALE ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE I.B.G. (� ' - • ST3 STRUCTURAL DETAILS 2 L:ry� TRUE �; 1 CARPET CLASS A NORTH VINYL TILE CLASS A FIS SPRINKLER MODIFICATION/ApDlTION PAINT CLASS A DATE NUMBER DESCRIPTION DATE NUMBER DESCRIPTION CHAIR FABRIC CLASS A FIRE ALARM PLANS: LAMINATES CLASS B FIRE ALARM SUBMITTAL SHALL COMPLY WITH THE -1 WALLCOVERING CLASS A CiTY FIRE DEPT POLICIES AND NFPA 12 ra FURNISHED INSTALLED REMARKS i� TI �" F nol I6 TD DE �TCN.CONTACT: Q � 1 i tallil WVE W.WEE 701 CITY MW NiETWTIO"L PARGUY RE SF'ON5( I I T I E S a P Fo s.cons coag arAr c � w j W GENERAL NOTES OTO t � ATS iti-t''' e METAL CHANNEL BETWEEN TENANT 4 MALL CONSTRUCTION ! • VERFYTYPE i145MIRED 9Y LANDLORD F APPLICALILE I 1. G.C.SHALL BECOME ACQUAINTED WITH LANDLORD CONSTRUCTION CRITERIA AND REQUIREMENTS PRIOR r0 BIDDING Ptnnft; 2� STOREFRONT GLA55,VASE,GNARLS,ETC.(WHEN APPLICABLE) • • ON PROJECT.NO EXTRAS WILL BE ALLOWED DUE TO LACK OF FAMILIARITY WITH REQUIREMENTS OR SITE CONDITIONS, tt 1'clot th W A dtcelet � m STOREFRONT BULKHEAD CONS TION 2. ALL MATERIALS AND WOW BY GENERAL CONTRACTOR(G.C)UNLESS INDICATED OTHERWISE. G.C.SHALL VERIFY WITH Addteso RF BUL AD TRUC • i MAL MANAGEMENT ANY ITEMS I r0 Y DURING I IIT s Suite r L AGEMEN TEM SUPPLIED AND L PERFORMED LANDLORD, R S VISIT,t AL WORK BE R�FORyIE B L ,D NG TE ,AND CII W S ENCLOSURES S Q I DRYWALL CELING,NG ALL SNCL RE � D FRAM NG • • Suite VERIFY DIMENSIONS A I I r 2.� s >� R ONS CONDITIONS T 5 BIDDING. ANY DISCREPANCIES 5 0 ARCHITECT. vE D MENS AND GOND rE D SGR=PGH S BEFORE B D REPORT D EANGE Date! B To TCL i-- I MOTOR 1 eE D .� ACCESS DOOR(S)TO LE O OR AND�TRANSFORM I�a�i E GRILLE ERS • • a I I APPROVAL. / D les REQUIRE PRIOR O NOT SCALE DRAWINGS. B PPRO ALD AL RAW � A (NEW At FILL) 3'� Q CONCRETE S P GH L RETE L B NE OR L • • 3. G.C. IS 51 T Sr H r I MATERIALS.RESPONSIBLE HANDLING SUPPLIED 5 5. iE LE FOR THE ORALE AND ANDL FOR ALL TENANT PPL D TEM AND AL E TER Q V 4. WORK SHALL FULLY Y WITH S ORDINANCES,RESTRICTIONS, NATIONAL ELECTRICAL L1 VINYL FLOOR TILE AND BASE ! • ALL L COMPLY GOVERNING CODES, E ,RE TR ONS AND ONAL ELE TR GAL CODE. C ILUPAINT • • - TAKE ALL NECESSARY SAFETY MEASURES AND COMPLY WITH LOCAL BUfLpING DEPARTMENT AND LANDLORD l 0 REQUIREMENTS FOR PUBLIC PROTECTION.(BARRICADES,SIGNS,DUST BARRIERS,ETC) CT� S T T I �I r�y-� C✓ D 5. G.G SE RE ALL PERMITS AND P ALL FEES G.C. RRANGE FOR ALL INSPE oN /� UFTICE �Ol'Y ELECTRICAL WORD(AS SPECIFIED) • • CONSTRUCTION PROCESS,AND ANY NECESSARY CERTIFICATIONS AND VERIFICATIONS REQUIRED BY LOCAL OR (•� W MECHANICAL WORK • • Y N°` LEADTM-6M ' REGIONAL GOVER+RI'1ENr TO ACHIEVE CERTIFICATE OF OCCUPANCY , PLUMBING WORK • • Iurt�caPPED NARowa As sPECFEo 6. G.C.TO MAINTAIN TELEPHONE ON SITE DURING CONSTRUCTION PERIOD. TOILET ROOM FIXTURES(SEE SPECS) ! • SEE sPa:cs I:oR ITi�`ib TO BE FROM TCN. I. PROVIDE SUR'PLEMENTARY SUPPORT AND/OR FRAMING REQUIRED TO HANG METAL STUDS FROM LANDLORD'S ;:;;, `' i � 0 TOILET ROOM ACCESSORIES • • • ME NEEM WR IT"TO OE PU�rAASM"40M TCN. STRUCTURE ABOVE. SPRINKLER SYSTEM (SEE SPECS) • • 8. WORK BY FIXTURE CONTRACTOR(F.C)IS NOT INCLUDED IN G.C.BiD. FIRE EXTINGUISHER(SEE SHEET A2) • • FIBER3LAS LADDER FOR STOCK ROOM • • 1 rr STOCK ROOM SHELVES AND STANDARDS i • \ �. I F E q S �„_ Eh R's,EXIT,STOCK 4 TOILET F�1 LIGHT FIXTURES AND LAMPS(SEE E2) i i LOCATION OF —STOREFRONT �T— SALES AREA LIGHT FIXNRES NO LAMPS(SEE SCHEDULE SWEET E2) i • w.EasNOW OTNERAW DEMOLITION NO I E5 STOREFRONT � � GLAZING 0 J_ � � TAG-LINE A�g �'�' n SALES AREA WOOD WALL BASE i • I. GC.TO PERFORM ALL NECESSARY DEMOLITION WORK TO ACCOMMODATE NEW DESIGN E'C�[ �E C�,�� (f'� c'1 2. G.C.SHALL VISIT THE SITE TO DETERMINE THE EXACT SCOPE OF WORK AND CONDITIONS. J E '+ 3. NO EXTRAS SHALL BE HONORED FOR ITEMS WHICH ARE NOT ACCOUNTED FOR DUE TO LACK OF FIELD VISIT. PORCELAIN TILE AT STOREFRONT • i OC.TO HIM Cur ALL DrOeED C 4M 4. EXISTING MATERIALS AND AREAS TO REMAIN MUST BE PROTECTED.ALL AREAS TO BE DEMOLISHED MUST BE PORCELAIN TILE AT RUNWAY • • SURROUNDED,FLOOR TO CEILING,WITH A TEMPORARY DRYWALL PARTITION TO AVOID DUST AND KEEP ALL DEBRIS FROM PUBLIC VIEW. i CARPET AND ADJACENT TRANSITION STRIPS • • oC TO COORI7NATf NSTALLATICN WtfEI eTs 5. G.C.SHALL GIVE 24 HOURS NOTICE TO MALL PERSONNEL iF WORK IS CONTEMPLATED FOR TIME OTHER THAN NORMAL I O VINYL WALLCOVERING • ! �` ,� : OFFICE CHAIRS AND SHOWCASE SEATING • • MALL HOURS. U b. ALL DEMOLITION WORD TO BE INCLUDED iN BID PRiCE `~ ` . `'�� FILE CABINETS • • • 1. UPON COMPLETION OF DEMOLITION G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY SO THAT ARCHITECT MAY COMPLETE STOREFRONT SiGN(S) • ! BY&a FOUR By 9r1q99FT6_519T_ FIELD VERIFICATION OF COLUMNS OR ANY OTHER STRUCTURAL ISSUES AFFECTING DESIGN ' STOREFRONT PLAQUE • • by Ea TO STOREFRONT I � "--LEASE LINE REVISIONS SM NON-ILLUMINATED APPLIED LETTER SIGN LOGO(S) ! i GLAZING `.:;?<::> H.GRILLE SECURITY SYSTEM • i SEE ELECTRICAL NOTES ALL HARDWARE FOR EACH DOOR TO '` DOOR I I I I TAINLESS STEEL SAFE • i caaaDN,aTEDeYeC. DOOR 5CT"'REDULE BE PROVIDED BY POOR PROVIDER -- SPEAKERS/MTl MUSIC SYSTEM ! • COOK "TED eY c,,c. SEE SHEET 4A9 FOR HARDWARE SPECS FINISH PLAQUE TELEPHONES • ! MARC FINISH SIZE 4 DESCRIPTION PANIC LOCK OVERHEAD GRILLE • ! tIM� BRUSHED 6'-l0" x 10`-@"MANUALLY OPERATED OVERHEAD GRILLE G.G.NOTE: THIS ISOMETRIC PERSPECTIVE 15 NOT FOR THE G.C.r0 USE FOR CONSTRUCTION, GASH REGISTER • i cooRDw►TEDaYc4c. OO ALUMINUM WITH ALUMINUM BASE PLATE SCALING OR FINISH MATERIAL INFORMATION.THE SOLE PURPOSE OF THIS DRAWING IS TO ULTRASONIC CLEANER STAND • • DIP TANG&FM eD my TENANT ( BRUSHED 5'-1"x 10'-0" MANUALLY OPERATED OVERHEAD GRILLE FACILITATE THE UNDERSTANDING OF STOREFRONT PLANES,SETBACKS AND VOLUMES. INTERIOR MURAL GRAPHIC FOR SALES AREA • ! T ALUMINUM WITH ALUMINUM BASE PLATE p WOOD DOORS)AND DOOR Fluff NOT EXPOSED TO SALES AREA • • SIE W90 FOR iT"To eE rIOM TCx � BRUSHED 20'-1"x 10'-0" MOTOR OPERATED OVERHEAD GRILLE WITH STOREFRONT I5OMETRI G N.T.5. WOOD DOOR(S)AND DOOR FRAME EXPOSED TO SALES AREA • • To BE PIRC►�4 W WZM TCN. `_/ ALUMINUM PANIC RELEASE 4 ALUMINUM BASE PLATE LONG LEAD TIME i TEM 5 FRAME FOR INTERIOR MURAL PANEL(S) • i O BRUSHED 10-411 x 10'-0" MOTOR OPERATED OVERHEAD GRILLE WITH ALUMINUM PANIC RELEASE 4 ALUMINUM BASE PLATE THE FOLLOWING ITEMS ARE CONSIDERED TO HAVE LONG LEAD TIMES. IT 16 THE GC.'S RESPONSIBILITY TO ENSURE THAT VINYL FLOWER/LOVE GRAPHICS • • 3'-0" x 1'-0" x 13/4" SOLID CORE WOOD DOOR AND W.M.FRAME ENOUGH TIME IS ALLOTTED BETWEEN THE DATE THESE ITEMS ARE ORDERED AND THE DATE THESE ITEMS ARE REQUIRED ON M ' j ' i STOCKROOM CUBBY UNIT FOR SHELVES • • O PAINT 21 WITH CLOSER �� SiTE,So THAT NO CONSTRUCTION DELAYS WILL BE INCURRED. ROOM FIN15H SCHEDULE STOCKROOM POLISHER UNIT • ! O PAINT O 3-0 x 1-0 x 13/4" HOLLOW CORE WOOD DOOR AND HD'1.FRAME i 1. HVAC EQUIPMENT(SEE SPECIFICATIONS ON SHEET R'M COAT RACK ! • WITHOUT CLOSER(UNDERCUT 1") 2. S-EM6 EMERGENCY LIGHT FIXTURE (SEE SPECIFICATIONS ON SWEET 4E2) LEAD TIME FOR FIXTURE IS AT LEAST 4 WEEKS i„ LU R2EFRiGERATOR/MICROWAVE STAND ! • R BATOR AND M W&VE BY TOW ul BULLETIN BOARD i • 1 CID LU Z i__ i * z --I Z SHOWCASE AND GATES • • ,,� cls `�-' a X z o `" o z 5YM50L KEY A55RE V I AT I ONS _ � � � 'L3 LU o � Q � � � o � o Q � o x o z WALL MERCHANDISING uNITs/BOUtIQUES i ! mwa aY EC uNERE REp1MQED z u; '38 Z I j LEViAN BOUTIQUE ! i SUPPLIED BY FIXTURE CONTRACTOR AFF. -- ABOVE FINISH FLOOR z !;i `'-' > t `'-' JANE SEYMOUR BOUTIQUE i • fL U > F "` ' " `r (L o- F LU °- `V Ul uQ-i REFER TO DOOR SCHEDULE - THiS SHEET CLG. -- CEILING t� SERVICE DESK(S)/COUNTERS • • ,,� LETTER (WHEN—�] R APPLICABLE) EC. -- ELECTRICAL CONTRACTOR ROOM FLOOR BASE WALLS CEILING CLG. HT. a OFFICE DESKS/CHECK-IN UNIT/ALCOVE CABINETS • i Torf.TO FFMVE eta / ENTRY • i ! 101 10'•0" 21 FRAME- ALL SIDES NUMBER REFER TO NOTE LEGEND - SHEET A5a FC. -- FIXTURE CONTRACTOR MALL TILE • • w Ess NOiED oTIeRIUSE SALES AREA • • • • ! 8'-6",I@'-0" 4 11'-@" NEUTRAL PIER • • u NaTED arm / LEVER HANDLE - SEE SHT.OAS XX REFER TO SiGN SCHEDULE - SHEET Si F.RT. -- FIRE RETARDANT TREATED DEMISING WALL STUDS ! • ut W WEED o HERAW / FOR TYPE (SATIN NICKEL FINISH) OFFICE ! • • • 10'-0" A v a 21 �, XX REFER TO DECORATING SCHEDULE - SHEET A5a G.C. -- GENERAL CONTRACTOR ro1L1=r ROOM i i lee ! 1'-3" 0 0 '- ftT SIDES _ Q REFER r0 WALL TYPE SCHEDULE - SHEET A2 HGT. -- HEIGHT STOCK ROOM - STOREFRONT CONSTRUCTION BARRICADE • ! COORDK41W by sTERI.ws PROW mow" yY � • • • i ! 12'-@" 1 BARRICADE GRAPHICS • • ►W'FAPPI.ICAlAVREQ REVISION LL. -- LANDLORD PLEXIGLASS KICK PLATE (PUSH SIDE MFR -- MANUFACTURER F_ INSERTS BY MFR STOREFRONT E-WALL • ! SATIN NICKEL FINISH N.T.S. NOT TO SCALE BRIDAL WALL • • oC.To MVM 3/4'MA00t PAlEL -- Al BRIDAL WALL MONITOR$RACKETS • ! 5 NOTE: REFER TO PLANS FOR ACTUAL DOOR SWING NIC. -- NOT IN CONTRACT FfWTarrPE UPDATE 1204M BRIDAL WALL MONITOR • ! 0030 (SIMILAR AT STORAGE/CLOSET DOORS WHEN APPLICABLE) SC. -- SIGN CONTRACTOR SEE SHEET ASA FOR HEIGHTS AND LOCATION OF WAINSCOT COWER SH�E�ET��PROJECT GENERAL NOTES 301 PROTRUDING OBJECTS 4042.4 HILL SiDE MANEUVERING CLEARANCES AT DOOR CLEAR FLOOR SPACE AND DRAB BAR AT WATER CLOSETS . i._.._i 3012 Protrusion Limits.Objects with leading edges more than 21" and not more than 80" above the finish floor or ground shall FRONT APPROACH HINGE APPROACH h HINGE APPROACH 11 THE INTENTION OF THIS SHEET IS 70 SHOW THE REMIREMENTS OF THE 2010 ADA DESIGN STANDARDS. BASED ON PROJECT 1' protrude 4 max horizontally into the circulation path �� 36"MINF LOCATION,STATE OR LOCAL ACCESSIBILITY CODES MAY ALSO APPLY TO THE PROJECT. IF THEf� iS A DISCREPANCY BETWEEN 301.4 Vertical Clearance.Vertical clearance snail be 80"high min Guardrails or other barriers shat! be provided where the vertical "------- ----� - - ---- ----- --, 11 (I�REFERRED - - �rt s THE FEDERAL,STATE,OR LOCAL CODE THEN THE STRICTER OF THE CODES SHALL BE ENFORCED IN THAT SiTUATION ' ' r------ -------- - r VERIFY S�CODE 14" 12" 54"MIN clearance is less than 80"high The leading edge of such guardrail or barrier shall be located 21"max above the finish floor or MIN MM - I- n I �: .�, ' -..., 12" 42"MIN V THE COMPLETE FEDERAL AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES CAN BE FOUND AT: 3015 wired Clear Width Protruding objects shall not reduce the clear width required for accessible routes. IQ e 1= `� _ ' TOILET PAPER http://wwwaccess-boardgov/ads-abs/finalpdf X PROTRUDING OBJECTS ----�GENERAL.NOTES: U, ARCHITECT 4" �- - I - -�- - r- t; SIDE I i - �S- � �� I s TRANSFER I 3: _ z 1. IF THE REQUIREMENTS OF THiS SHEET CANNOT BE ACHIEVED FOR ANY REASON THEN THE G.C.SHOULD NOTIFY THE ARCHITECT AM T I I - iMMED1ATELY. 3 40 2. `- ; t1 1 cn 2. G.C. IS RESPONSIBLE FOR HAVING A TWO-FOOT LONG SMART LEVEL ON SiTE TO VERIFY COMPLIANCE OF CERTAIN ITEMS LATCH APPROACH LATCH APPROACH ` ---------- R S R ITE. 201 WHERE THE TOOL 15 NECESSARY. r----------- 60"MIN 6 SMART LEVELS RECOMMENDATIONS: -- --_- ----- Smart Tool Level s 92288 ' I I FIG.6 3.R SIZE OF CLEA CE FIG.60452 REAR WALL GRAB FIG.6045.1 SIDE WALL GRAB All I E 5101 Vendor: HK McJunkin, Inc. i A7 WATER CLOSETS BAR AT WATER CLOSETS BAR AT WATER CLOSETS 01 2 4 51. 2 . 4 1124 Edgewood Avenue ; b�' Swissvale,PA 15218 412-211-5400 = ; 606 LAVATORIES AND MiRRORS i Mfg.: Maddanburg-Duncan �;r �r �___-_ -__.__.- � '-------._�._ P.O.Box 25188 ur"' 2r,=d`� 2'-fd� 6062 Clear Floor Space.A clear floor space complying with 305,positioned for a forward approach,and knee and toe clearance Oklahoma Cit OK 13125 -` y `` complying with 306 shall be provided. I- y' N •'+NO CLO ��UIiTH CLOSER 6063 Height.Lavatories and sinks shall be installed with the Front of the higher of the rim or counter surface 34"max above the finish 800-WO (126-1853) _ !around. Or u w. floor or y,.� u.� - 4042.4 PUSH 51DE MANEUVERING CLEARANCES AT DOOR 606.4 Faucets.Controls for faucets shall comply with 30%Hand-operated metering faucets shall remain open for 10 seconds min. SmartTool Plus 24 in.Level 139158 FIG 2 PARALLEL TO A WALL FIG 3 PERPENDICULAR TO A WALL 6065 Esed Pipes and Surfaces.Waters I and drain pipes under lavatories and sinks shall be insulated or otherwise Vendor: Sears Catalog On-line ordering at sears.com ��° p �y P P 308 REACH RANGES FRONT APPROACH HINGE APPROACH LATCH APPROACH configured to protect against contact.There shall be no sharp or abrasive surfaces under lavatories and sinks. -------- 6033 Mirrors.Mirrors located above lavatories or countertops shalt be installed with the bottom edge of the reflecting surface 40" 3. G.C. 16 RESPONSIBLE FOR HAVING A POUNDS OF PRESSURE DEVICE ON SITE TO VERIFY COMPLIANCE OF CERTAIN ITEM , -- ------- , -- ----- WHEN THE TOOL 16 NECESSARY. DOOR PULLS,GATES,LAVATORY FAUCET LEVERS,WATER CLOSET FLUSH HANDLES AND I i max above the finish floor or ground.Mirrors not located above lavatories or countertops "it be installed with the bottom 308.2.1 Unobstructed.Where a forward reach is unobstructed,the high forward reach shall be 48"max and the low forward reach shall edge of the reflecting surface 35"max above the finish floor or ground. DRINKING FOUNTAIN CONTROLS MST ALL REQUIRE 5 LBF OR LESS TO CONTROL.POUNDS OF PRESSURE DEVICE a I= I = be 15"min above the finish hoar or ground. r- REC VIMENDATION: 3082.2 Obstructed High Reach Where a high Forward reach is over an obstruction,the clear floor space shall extend beneath the � n, M I Tension Testers/DPG's - Models - Pounds of Force Tool element for a distance not less than the required reach depth over the obstruction.The high Forward reach shall be 48" max Vendor: HMC, International Division, Inc. where the reach depth is 20"max Where the reach depth exceeds 20",the high forward reach shall be 44"max and the reach L------_ _-__________ `_..____-____-__ MIRROR 5996 South Crocker Street depth shall be 15"max Littleton,CO 80120 3083.1 Unobstructed.Where a clear floor or ground space allows a parallel approach to an element and the side reach is 1'-10" 2'_0" i I 1-800-848-4912 Ext 04452 unobstructed,the high side reach shall be 46" max and the low side reach shall be 15'mm above the Finish floor or ground. I 303-194-2510 321832 Obstructed High Reach Uhsre a clear floor or ground space allows a parallel approach to an element and the high side reach Is over an I 8" MIN.KNEE 1-303-194-3103 Fax obstruction,the height of the obstruction shall be 34"max and the depth of the obstruction shall be 24'max The high side reach shall be 48'max I CLEARANCE for a reach depth of 10"max Where the reach depth exceeds 101,the high side reach shall be 46'max for a reach depth of 14'max 4. FC TO PROVIDE 5'-0" CIRCLE TEMPLATE. G.C.TO VERIFY CLEARANCE COMPLIANCE OF REQUifED TURNING RADIUS AS SHOWN �•�!liTH CLOSER Q&LATCH f•stllltH CLOSER Qg LATCH •••WITH CLOSER O�LATCH e��' 'U Ake ON SHEET A5. REACH RANGES FRONT APPROACH HINGE APPROACH LATCH APPROACH �i k" '1 ,' - v ROBERT F. 5. G.C.70 DEFERENCE SHEET PI FOR STORE SPECIFIC PLUMBING LAYOUT 20 >20-25 , -- -------- _ ----- r-------- , ---- - ----------- , �_ �-- --,- VANNEY MAX I MAX I I I I I --- 1,�, II v CY ►-3 I I I w c it i- s • rf tf�;SAINT PAUL, MN � � UJ � � Q I W � e = L.--._--..�....._- - I..- -,.. -------....._J L- ---_-_.-..._- 1... 302 FLOOR OR GROUND SURFACES AND 303 CHANGES IN LEVEL ;� i_ � l'- 302.1 General.Floor and round surfaces shall be stable, Firma slip latent `°.... ,,, yy a- u., ' - _.° `ry A ` 'F 30"MIN KNEE 6"M TOE g b e, and p res CLEARANCE 11 MIN DEPTH, CLEARANCE 3022 Carpet.Carpet or carpet tile shall be securely attached and shall have a firm cushion,pad,or backing or no cushion or pad. FIG.3082.1 UNOBSTRUCTED FORWARD REACH FIG.30822 OBSTRUCTED HIGH FORWARD REACH Carpet or carpet tile shall have a level loop,textured loop, level cut pile,or level cut/uncut pile texture.Pile height shall be LAVATORY AND MIRROR LAVAT SIDE ELI=VATION 1/2"max Exposed edges of carpet aha(t be fastened to floor surfaces and shall have trim on the entire length of the exposed � � ••+WITH CLOSER AND LATCH *•WITH CLOSER�LATCH -WITH CLOSER _ FRONT ELEVATION edge.Carpet edge trim shalt comply with 303.3032 Vertical.Changes in level of V4"high max shalt be permitted to be vertical. ti-% r_--_ ----7 609 GRAB BARS ---- 3033 Beveled.Changes in level between 1/4" hi min and 1/1" hi max shall be beveled with a sl not s than 1:2. 4'-0" 4'-0" 1 I CARPET PILE THICKNESS ACCESSIBLE ROUTE I 60921 Circular Cross Section.Grab bars with circular cross sections shall have an outside diameter of I Y< min and 2"max -- ---- -------- = z ' -- i-� ! i = 6093 Spacing.The space between the wall and the grab bar shall be I Y? .The space between the grab bar and projecting objects "` below and at the ends shall be 1 '/ 'min.The space between the grab bar and projecting objects above shall be 12"min. 2 ..._ � .s,, a I I I n a rr - 609.4 Position of Grab Bars.Grab bars shall be installed in a horizontal position,33 min and 36 max above the finish floor measured W 10 10 to the t of the gripping surface. p C 1 �� y a ny al! or other surfaces adjacent t g bars shall of abrasive p= _ _ g +C --------_ t ----------_ i * 6095 Surface Hazards.Grab bars and a w scent o rob be free sharp or elements ,a T_ --__---------- anda 3. 83 FIG.308 1 UIVOBS D SIDE REACH FEC.30 2 OBSTRUCTED HIGH SIDE RE shall have rounded edges. < LL! - t 6096 Fittings.Grab bars shall not rotate within their Pittings.609.1 Installation.Grab bars shall be installed in any manner that provides x ° SAFE a gripping surface at the specified locations and that dose not obstruct the required clear floor apace. � � �( 309 Operable Parts FIG 4 SHOWCASE GATES 6098 Structural Strength Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 (� FIG.3023 CARPET PILE THICKNESS FIG.3032 CHANGES IN LEVEL FIG.3033 LEVELED CHANGE IN LEVEL pounds is applied at any point on the grab bar,fastener,mounting device,or supporting structure. W 304 TURNING SPACE 3092 Clear Floor Space.A clear floor or ground space complying with 305 shall be provided. 3093 Height.Operable parts shall be placed within one or more of the read,ranges specified in 308. FIG 4a SAFE DOOR 103 Signs T" t) -, 3094 Operation.Operable parts shalt be operable with one hand and shall not require tight grasping;pinching,or twisting of the wrist. Q 3042 Floor or Ground Surfaces.Floor or ground surfaces of a turning space shall comply with 302.Changes in (evel are not permitted. The Forcerequired to activate operable parts shat! be 5 pounds max '103.1 General.Signs shall comply with 103.Uwe both visual and tactile characters are required,either one sign with both visual and tactile EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 602 DRINKING FOUNTAINS characters,or two separate signs,one with visual,and one with tactile characters,shall be provided. 3043.1 Circular ace.The turnace shall be a ace of 60 diameter min.The ace shall be permitted to Include knee and We clearance i 403 Wa lkin Surfaces 1031 Raised Characters.Raised characters shall comply with'1032 and shat(be duplicated in braille compiyrng with 1033.Raised characters shall �^" ym9 g be installed in accordance with 103.4. 0 with 306. 30432 T-Shaped Space.Tho turning space shah be a T-shaped space within a 60'square min with arms and base 36'wide mku Each arm of the T shalt be 6022 Clear Floor Space.Units shall have a clear hoar�ground space camnplylrng with 305 positioned for a forward approach and 1032.1 Depth Raised characters shall be 1132"min shave their baccr�rouwnd. y� 4032 Floor�Ground Surface.Floor or round surfaces shall l with 302. clear of obstructions 120 min in each direction and the base s`riait be clear of obouxictions 14"min.The space shalt be permitted to include caps and g �y centered on the unit.Knee and toe clearance complying ulth 306 shalt be provided. 10322 Case.Characters shall be uppercase. 4033 Slope.The running slope of walk! surfaces shall not be steeper than 1:20.The cross slope of walks surfaces shall not be oblique,script,hl I decorative,or of other unusual forms. r >= toe clearance complying with 306 only at the and of either the base or I arm. � g � � � � � 6023 Operable Parts.Operable parts shall comply with 309. 10323 Style.Characters shall be sans serif.Characters shall not be Italic, q pt, gh y `./ steeper than 1:48. 602A Spout Height.Spout outlets shall be 36"max above the finish floor or ground. 1032.4 Character Proportions.Characters shall be selected from fonts where the width of the uppercase letter 101 Is 55 percent min and 110 403A Changes in Level.Changes in level shall comply with 303. 6025 out Location.The out "it be located 15"min from the verticals t and 5"max from the front a of the unit, percent max of the height of the uppercase letter "P. � rr 305 CLEAR FLOOR OR GROUND SPACE lincluuding buaipers ' a 10325 Character Height.Character height measured vertically from the baseline of the character shad be 5/8"min and 1'max based on the height 0Q 6026 Water Flow.The spout shall provide a flow of water 4"hi min and shalt be located 5"max from the front of the unit.The le of the uppercase letter I. 3052 Floor or Ground Surfaces.Floor or ground surfaces of a clear floor or ground space shall comply with 302.Changes in level are EXCEPTION: Where separate raised and visual characters with the same Information are provided,raised character height snail be permitted to be � not permitted.EXCEPTION: Slopes not steeper than 1.48 shall be permitted. 4038 CLEAR WIDTH OF AN ACCESSIBLE ROUTE of the water stream shall be measured horizontally relative to the front face of the unit.Where spouts are located less than 3 of 1/2"min. +- n � 3053 Size.The clear floor or ground space shall be 30"min by 48"min. the front of the unit,the angle of the water stream shall be 30 degrees max Where spouts are located between 3" and 5"max 1032.6 Stroke Thickness.Stroke thickness of the uppercase letter "I"shall be 15 percent max of the height of the character. (f 305A Knee and Toe Clearance.Unless otherwise specified,clear floor or rounds ace shall be permitted to include knee and toe from the front of the unit,the angle of the water stream shall be 15 degrees max. 10321 Character ac[ Characters act shalt be measured between the two closest w"of adjacent raised characters within a message, '" ' ' p 9 p (�"` Spacing. spacing pa dJ 9 clearance complying with 306. V4"MAXL 48"MIN V4"MAXL 6027 Drinking Fountatne for Standing Persons.Spout outlets of drinking fountains for standing persons shall be 38"min and 43"max excluding word spaces.Where characters have rectangular cross sections,spacing between individual raised characters"it be 1/8'min and 4 Q above the finish flow or round. times the raised character stroke width max Where characters have other moss sections, ac between individual raised characters shalt be 3055 Position.Unless otherwise specified,clear floor or ground space shall be positioned for either forward�parallel approach to L a.� g spacing an element. ' � �' 'M ,f 146 inch min and 4 times the raised character stroke width max at the base of the cross sections,and 1/8"min and 4 times the raised character z z h z DRINKING FOUNTAIN stroke width max at the top of the cross sections.C2haracters shalt be separated from raised borders and decorative elements 3/8'min. � T 10328 Line act c between the baselines of separate lines of raised characters within a message shall be 135 cent min and 110 TURNING SPACE AND CLEAR FLOOR SPACE , ,_5„M percent nix ofgthne rams character height. g 13 L 6@"MIN L 1033 Braille.Braille shall be contracted(Grade 2)and"it comply with 1033 and 103.4. 1033.1 Dimensions and Capitalization.Braille dots shall have a domed or rounded shape and shall compiy with Table 1033x.The indication of an uppercase letter or letters shall only be used before the first word of sentences,proper nouns and names,individual letters of the alphabet, ___________ FIG.4035 CLEAR WIDTH OF AN ACCESSIBLE ROUTE - initials,and acronyms. ----- z r -------`- --- 10332 Positlom Braille shall be positioned below the corn text.If text is multi-lined,braille efts!!be laced below the entire text. i o �, �, �- a w I I pp +� " p REVISIONS Ila ai L 48 MIN L .r v APRC�I -q� i I Braille shalt be separated 3/8 min from any other tactile cklarac tern and 3/8 min from raised borders and decorative elements. f I -N 404 DOORS a o o o d _ I_ 103.4 installation Height and Location.Signs with tactile characters shall comply with 103.4 1034.1 Height Above Finish Floor or Ground.Tactile characters on signs shall be located 48"min above the finish floor or ground surface, T J i f 40422 Double-Leaf Doors and Gates.At least one of the active leaves of doorways with two leaves shall comply with 40423 and _ z i CLEAR FLOOR measured from the baseline of the lowest tactile character and 60"max above the finish floor or ground surface,measured from the baseline 4042.4. _ - ` 6' i SPACE TO BE of the highest tactile character. a 40423 Clear Width Door openings shall provide a clear width of 32"min.Clear opentnga of doorways with swinging doors shall be 8" `L `---------------' CENTERED ON UNIT 103.42 Location.Where a tactile sign Is provided at a door',the sign shall be located alongside the door at the latch side.Where a tactile sign base � ---- measured between the face of the door and the stop,with the door open 90 degrees.Openings,more than 24"deep sRha(I MLN 6"MAX 48"MIN.(CLEAR is provided at double doors with one active leaf,the sign shall be located on the inactive leaf.Where a tactile sign is provided at double 60"MIN. Y1" 12" provide a clear opening of 36"min.There snail be no projections into the required clear opening width lower than 34' above FLOOR SPACE) doors with two active teats,the sign shall be located to the right of the right hand door.Uwe there is no wall space at the latch side of a MIN 36"MIN MIN the finish floor or round.Projections into the clear i width between 34" and 80" above the finish Floor or round shall „ single door or at the right side of double doors,signs shall be located on the nearest adjacent wail.Signs containing tactile characters shall g j opening g 19 be located so that a clear floor space of 18 min by 10 min,centered on the tactile characters,is provided beyond the arc of any door swing not exceed 4'�• between the closed position and 45 res position. FIG I CIRCULAR TURNING SPACE FIG.30432 T-SHAPED TURNING SPACE FIG.3053CLEAR FLOOR SPACE 4,042.4 Maneuvering Clearances.Minimum maneuvering clearances at doors and gates shalt comply with 4042.4.Maneuvering clearances IG 5 DRI ING FOUNTAIN SIDE FIG 6 DRWING FOUNTAIN FRONT FIG 1 DRINKING FOUNTAIN PLAN EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers and without hold-open devices. 306 �E AND TOE CLEARANCE shall extend the full width of the doorway and the required latch side or hinge side clearance. 10035 visual Characters.Visual characters,"it comply with 1035. 40425 Thresholds.Thresholds,if provided at doorways,shall be I,'2"high max Raised tFresholde and changes in level at doorwaye EXCEPTION Where visual characters comply with 1032 and are accompanied by braille complying with 1033,they"it not be required to comply shall I with 302 and 303. with 10352 through 1035.3 CO"'p y 604 WATER CLOSETS °`�'' 3062 Toe Clearance. 40426 Doors in Serres and Gates in Series.The distance between two hinged or pivoted doors in series and gates in series shall be 1035)Finish and Contrast.Characters and their background shall have a non-glare finish,Characters shall contrast with their badkground with either 3062.1 General.Space under an element between the finish floor or ground and 9" above the finish Floor or ground shaft be 48"min plus the width of doors or gates swinging into the space. light characters on a dark background or darts characters on a light background. considered toe clearance and shall compiy with 3062. 4042.1 Door and Gate Hardware.Handles,pulls, latches,locks,and other operable parts on doors and gates shalt comply with 309.4. 6042 Location.The water closet shall be positioned with a wall or partition to the rear and to one side.The centerline of the water 10352 Case.Characters shall be uppercase or lowercase or a combination of both 30622 Maximum Depth.Toe clearance shalt extend 25"max under an element. Operable parts of such hardware shall be 34"min and 48"max above the finish floor or ground.Where sliding doors are in the closet shall be .6"min to 18"max from the side wall. Water closets shall be arranged for a left-hand or right-hand approach 10353 Style.Characters snail be conventional in form.Characters"it not be italic,oblique,script,hlghl decorative,or of other unusual forms. 30623 Minimum Required Depth Where toe clearance is required at an element as part of a clear floor space,the toe clearance shall fully open position,operating hardware shall be exposed and usable from both sides. 6043.1 Size.Clearance around a water closet shall be 60 min measured perpendicular from the side wall and 56 min measured 10354 Character Proportions.Characters snail be selected from fonts where the width of the uppercase letter O is 55 percent min and 110 extend 11"min under the element. 40428.1 Door Closers and Gate Closers.Door closers and gate closers shall be adjusted so that from an open position of 90 perpendicular from the rear wall. percent max of the height of the uppercase letter I'll. 3062.4 Additional Clearance.Space extending greater than b" beyond the available knee clearance at 9" above the finish floor or degrees,the time required to move the door to a position of 12 degrees from the latch)is 5 seconds min. 60432 Overlap.The required clearance around the water closet shalt be permitted to overlap the water closet,associated grab 10355 Character Height.min character height shalt comply with Table 10355.viewing distance shall be measured as the horizontal distance ground shall not be considered toe clearance. 4042.9 Door/Gate Opening Force.Fire doors shall have a min opening force allowable by the appropriate administrative authority. bare,dispensers,sanitary napkin disposal units,coat hooka,shelves,accessible routes,clear floor space and clearances required between the character and an obstruction preventing further approach towards the sign.Character height shall be based on the uppercase �� at other fixtures,and the tumI space.No other fixtures or obstructions shall be located within the required water closet letter '(". 30625 Width Toe clearance shall be 30 wide min. The force for pushing or putting open adoor/gate other than fire doors shalt be as follows: Interior hinged doors and gates: 5 ng p � 10356 Height From Finish Floor or Ground.visual characters aFhall be 40"min above the finish floor or ground 3063 Knee Clearance. s max Sliding or folds doors: 5 s max clearance. ". I ng ng 10351 Stroke Thickness.Stroke thickness of the uppercase letter I ansa be 10 percent min and 30 percent max of the height of the character. 3063.1 General.Space under an element between 9" and 21" above the finish floor or ground shall be considered knee clearance and 6044 Seats.the seat height of a water closet above the finish floor shaft be 11"min and 19"max measured to the tap of the seat. 10358 Character Spacing.Character spacing shall be measured between the two closest points of adjacent characters,excluding word spaces. shall comply with 3063. Seats shall not be sprung to return to a lifted positron. Spacing between Indivickual characters shall be 10 percent min and 35 percent max of character height. 30632 Maximum Depth Knee clearance shall extend 25" max under an element at 9" above the finish floor or ground. CLEAR DOORWAY WIDTH 6045.1 Side Wall.the side wall grab bar eFha11 be 42" long min, located 12"max from the rear wall and extending 54"min from the rear 1035.9 Line Spacing.Spacing between the baselines of separate Ines of characters within a message shall be 135 percent min and 110 percent max 30633 Minimum Required Depth there knee clearance is required under an element as part of a clear floor space,the knee wall. of the character height. clearance sha11 be 11"deep min at 9" above the finish floor or ground,and 8" deep min at 21"above the finish floor or ground. 32"MIN 60452 Rear Wall.The rear wall grab bar shall be 36" long min and extend from the centerline of the water closet 12"min on one side 103.6 Pictograms.Pictograms shall comply with 1036. 3063.4 Clearance Reduction.Between 9" and 21" above the finish floor or ground,the knee clearance shall be permitted to reduce -51 and 24'min on the other side. 1036.1 Pictogram Field.Plctograms shat(have a field height of 6"min.Characters and braille shall not be located in the pictogram field. at a rate of I" in depth for each 6" in height. 604.6 Flush Controls.Flush controls shall be hand operated or automatic.Hand operated flush controls shall comply with 309.Flush 103.62 Finish and Contrast.Pictograms and their field ahall have a non-glare finish Pictograms shall contrast with their field with either a light 30635 Width Knee clearance shall be 30" wide min. controls shall be located on the open side of the water closet pictogram on a dark field or a darts pictogram on a 119K field 604.1 Dispensers.Toilet paper dispensers shalt comply with 309.4 and shall be 1"min and 9"max 1n front of the water closet measured 103.63 Text Desert".Pictograms shall have text descriptors located directly below the pictogram field.Text descriptors shall comply with KNEE AND TOE CLEARANCE to the centeritne of the dispenser.The outlet of the dispenser shall be 15'min and 48'max above the finish floor and shall not 1032,1033 and 103.4. be located behind grab bars.Dispensers shaft not be of a twee that controls delivery or that does not allow continuous paper 103.1 Sy lbols of Accessibtiity.Symbols of accessibility opsit compiq with 1031. FIG.40423(a)CLEAR WIDTH OF DOORWAYS flow. 1031.1 Finish and Contrast Symbols of accessibility and their background shall have a non-glare finish Symbols of accessibility aha((contrast with 8 M their background with either a light symbol on a dark background or a dark symbol on a light background. - DOORS AND GATES IN SERIES THE INTENTION OF TH15 5HEET 15 TO SHOW THE REQUiREMENT5 OF THE 2010 ' a ADA DESIGN 5TANDARD5. 5A5ED ON PROJECT LOCATION, 5TATE OR LOCAL -- ------ ADA1 N 4�8" M1N X4_8_"MIN�� 48" MIN ACCE55151LIT`�' CODES MAY ALSO APPLY TO THE PROJECT. IF THERE IS A _ UPDATEOrrK it M16 .,�-- ��---�. <.;--- :> D 15GREPANCY BETWEEN THE FEDERAL, STATE, OR LOCAL CODE THEN THE a�C ENEMY MY FiG.3062(a)TOE CLEARANCE FiG.3063(a)KNEE CLEARANCE FIG. N 40426 DOORS M _SERIES AND GATES IN SERIES 5TRiCTER OF THE CODES SHALL BE ENFORCED IN THAT 51TUATiON. DETAILS STORE REMODEL NOTES: DEMOLITION 5YMBOL LEGEND DEMOLITION NOTE5 1. THE CORAL CONTRACTOR 1$ RESPONSIBLE FOR THE THE SAFE REMOVAL AND STORAGE OF ANY FIXTURES,FURNISHINGS,SIGNAGE,ETC.THAT WILL BE REUSED COORDINATE WITH STERLING'S REPRESENTATIVE TO ALLOW MINIMUM DISRUPTION THROUGHOUT CONSTRUCTION ` (INCLUDING BUT NOT LIMITED TO THE EXISTING CASS SYSTEM MONITOR,MODEM, ❑ EXISTING STORE MILLWORK,CADNETRY,FIXTURES AND EQUIPMENT TO BE REMOVED (UND.). STERLING PROCESS,FROM DEMOLITION TO COMPLETION. G.C.SHALL BE FULLY RESPONSIBLE FOR MAINTAINING JOBSITE IN 7 SWING ARM,ETC.AND MUZAK SYSTEM).VERIFY ITEMS TO BE REUSED WITH THIS A REPRESENTATIVE TO DIRECT G.C.REGARDING DISPOSAL OF DEMOLISHED ITEMS A MANNER THAT IS SAFE At ALL TIMES. V SET OF DRAWINGS AND STERLING REPRESENTATIVE. EXISTING INTERIOR PARTITIONS,WALL FINISHES AND FLOOR FINISHES TO BE FULLY REMOVED AND 2. ANY/ALL FIXTURE COMPONENTS, INCLUDING SHOWCASES,DESKS,WALL F G.C.SHALL BE FULLY RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAYING ALL FEES AS PART OF THE TREATMENTS,MURALS AND/OR RELATER PHOTOS/AR'TWORK NOT BEING REUSED DISCARDED,AND UNDERLYING SURFACES t0 BE PREPAID FOR NEW FINISHESSCOPE OF WOW FOR TH15 PROJECT. ARCHITECTBY TENANT MUST BE COMPLETELY DESTROYED. G.C.SHALL SUBMIT PHOTOS TO EXISTING STOREFRONT,ENTRY GRILLE(S)OR DOOR($),GLAZING SYSTEM,DISPLAY mous),ETC,FINISH STERLING TO CONFIRM DEMOLITION AND PROOF OF DISPOSAL. MATERIALS AND FRAMING TO BE REMOVED (UND-) GC.SHALL DO ALL DEMOLITION AND SHALL REMOVE ALL EQUIPMENT AS REQUIRED TO COMPLETE THE NEW WORK AS SHOWN IN THE 51D DOCUMENTS. DEMOLITION SHALL BE AS INDICATED ON THIS DRAWING AND THE EXISTING CEILINGS AND SOFFITS TO BE REMOVED (UNO3, INCLUDING SUPPORT SYSTEM AND HANGER$. REST OF THE 810 DOCUMENT DRAWINGS, INCLUDING,BUT NOT LIMITED TO,THE FOLLOWING: Fr)] HANGERS AND SUPPORTS ONLY IF APPROVED BY LANDLORD ANO/OR TENANT,AND ONLY WHERE _ . R BS R STE. 201 NOTE: UPON COMPLETION OF DEMOLITION G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY SUCH CAN BE RESTORED TO LIKE-NEW CONDITION I. REMOVAL OF EXISTING STOREFRONT SIGNAGE AT TENANT'$LEASED AREA 60 SO THAT ARCHITECT MAY COMPLETE FIELD VERIFICATION OF COLUMNS,ETC. E]E EXISTING DUCTWORK,DIFFUSERS,RETURN AIR GRILLES,THERMOSTATS,SMOKE DETECTORS,ETC.TO BE AI A 1 E 51 REMOVED (UNA3, INCLUDING ALL HANGER$AND CONNECTIONS. SEE SHEET"M1 FOR FURTHER2. INSTALLATION OF TEMPORARY STOREFRONT BARRICADE (PER LANDLORD AND/OR CODE i INFORMATION REQUIREMENT)AS REQUIRED AND/OR REIhiE3�IFwEfi1ENt TO LANDLORD FOR ANY BARRICADE 4 1 2 . 4 REGARDING REMOVAL AND/OR REUSE OF EXISTING DUCTWORK ALL ABANDONED DUCTWORK SHALL BE LANDLORD MAY PROVIDE FOR SPACE. SLAB LEVELING NOTE: G.C.SHALL PATCH AND REPAIR SLAB SUCH THAT ALL HOLES, REMOVED. -.! I ± 1+1 1 1 DEPRESSIONS,ETC.ARE PROPERLY FILLED AND THE SLAB 16 LEVELED TO WITHIN +/- a EXISTING TELEPHONE LINE TERMINAL IS TO REMAIN.CONTACT STERLING REPRESENTATIVE FOR 3. FIELD VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITHIN THE SCOPE OF ALL WORK FOR THIS 1/4". G.C.SHALL REFERENCE "ATLAS CARPETING" SPECIFICATIONS FOR ADDITIONAL PROCEDURE WHEN NEW CONSTRUCTION INTERFERES WITH EXISTING LOCATION. EXISTING ELECTRICAL PROJECT.(REPORT ANY AND ALL PROBLEMS/)ISCREPANCIES TO ARCHITECT AND TENANT PRIOR TO FLOOR PREPARATION REQUIREMENTS.FOLLOWING DEMOLITION AND CIRCUITING,LIGHTING,SWITCHES,DEVICES,OUTLETS,ACCESSORIES,WIRING:,ETC.SHALL BE REMOVED START OF WORK). PATCHING/REPAIR OF SLAB,G.C.SHALL CALL CTS FLOORING(800-444-6281, (UNA), INCLUDING ALL HANGERS AND SUPPORTS. SEE SHEETS•EI-E3 FOR FURTHER INFORMATION CONTACT: JENNY HENRY)SO THAT CTS MAY SCHEDULE THEIR SITE INSPECTION REGARDING REMOVAL AND/OR REUSE OF EXISTING ELECTRICAL EQUIPMENT. COORDINATE DISPOSAL OF 4. VERIFICATION OF LANDLORD'S CONDITIONS AND REQUIREMENTS FOR WORKING ON PREMISES WITH PRIOR TO GC INSTALLING ANY FINISHES IN THE SALES AREA ALL REMOVED ELECTRICAL EQUIPMENT WITH STERLING'S REPRESENTATIVE ANO/OR LANDLORD. RESPECT TO ADJACENT OCCUPIED TENANT AREAS AND COMMON MALL AREAS,PRIOR TO START OF RALL SPRINKLER HEADS TO 5E FULLY REMOVED AND REPLACED WITH NEW. ALL BRANCH SPRINKLER WORW, ALL WORK BY GC.SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LANDLORD'S RULES AND LINES NOT UTILIZED IN NEW LAYOUT SHALL BE REMOVED AND CAPPED TO CLOSEST MAIN BRANCH TEE, REGULATIONS TO PROVIDE MINIMUM DISRUPTION AND DISTURBANCE. CONSTRUCTION BARRICADE NOTE: IT 15 THE RESPONSIBILITY OF THE TENANT t0 VERIFY OR PER LANDLORD'S INSTRUCTIONS. GC.SHALL COORDINATE REMOVAL OF EXISTING SPRINKLER SYSTEM 5. PL"TNG,SCHEDULING AND COORDINATION OF ALL REMOVALS AND DEMOLITION(AS WELL AS NEW THE REQUIREMENTS AND DETAILS FOR CONSTRUCTION BARRICADE,AND TO INSTALL WITH LANDLORD'S AND/OR STERLING'S REPRESENTATIVE,AND SHALL ENSURE THAT SPACE IS NOT LEFT WORK}TO AVOID INTERRUPTION TO ELECTRICAL,HVAC,PLUMBING,AND FIRE PROTECTION SERVICES. THE BARRICADE IN ACCORDANCE WITH THESE REQUIREMENTS.BARRICADE TO BE UNPROTECTED OVERNIGHT. ORDERED THROUGH BOSTON BARRICADE. GRAPHICS t0 BE PROVIDED BY TENANT a EXISTING PLUMBING FIXTURES TO BE REMOVED (UNA3 ALL UNUSED LINES ARE TO BE CAPPED. NOTIFY b. PROVISIONS FOR MAINTAINING SECURITY TO THE SPACE PER LANDLORD AND/OR TENANT DIRECTION. AND INSTALLED BY G.C. STERLING'S REPRESENTATIVE IF EXISTING FIXTURES ARE ADA COMPLIANT AND CAN BE RESTORED TO LIKE-NEW CONDITION AND RELOCATED AS REQUIRED. 1. TOPROVISION COMPLETE FOR ANY TEMPORARY LIGHTING AND/OR POWER AS MAY BE REQUIRED 1N THE WORK AREA TO THE WORK 0 EXISTING COLUMN ENCLOSURES TO BE REMOVED. MAINTAIN ANY EXISTING FIRE PROOFING AND REPAIR AS REQV TO MAINTAIN EXISTING FIRE RATING. 8. REMOVAL OF ALL NON-LOAD BEARING WALLS(CM.U.,GYP.803,DOORS AND FRAMES,ENCLOSURES, AND ALL OTHER ITEMS NOT UTILIZED IN THE NEW STORE LAYOUT, INCLUDING BUT NOT LIMITED TO THE R EXISTING WALL TO REMAIN - REPAIR AND PATCH AS REQUIRED,PREPARE FOR NEW FINISHES. ITEMS SHOWN ON THIS PLAN. S. REMOVAL SE�Ys��FOR FURTHETWORK UNLESS NOTES AND INFORMATION.OTHERWISE NOTED. OVAL OF ALL FIBERGLASS ��'��D Ah'�DUCTWOFK 41� ROBERT F. 10. REMOVAL OF ALL LIGHTING FIXTURES AND LAMPS,OUTLETS,CONTROLS,WIRING AND CONDUIT, VANNEY y DISCONNECTS,SWITCHES,PANELS,TRANSFORMERS,ETC,UNLESS SPECIFICALLY NOTED OTHERWISE ON THE ELECTRICAL DRAWINGS(SEE SHEETS EI-E3). ALL ELECTRICAL WORK,INCLUDING ELECTRICAL * SAINT PAUL, MN� DEMOLITION,SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. NO ELECTRICAL EQUIPMENT,WIRING K"„ . OR CONDUIT NOT SPECIFICALLY NOTED TO BE REUSED SHALL 13E PERMITTED TO REMAIN. a 11. REMOVAL OF ALL SHELVING AND STORAGE FIXTURES. COORDINATE WITH STERLING'S REPRESENTATIVE AND/OR STORE MANAGEMENT. G.C.SHALL CONSULT WITH STERLING'S REPRESENTATIVE REGARDING THE FEASIBILITY OF REUSING ANY EXISTING SHELVING,STANDARDS AND/OR SAFE 12. REPAIRING,PATCHING OR REPLACEMENT OF ALL FLOOR CEILING AND/OR WALL SURFACES WHERE DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT OR FIXTURES,ETC.,HAS CAUSED DAMAGE TO EXISTING STRUCTURE t0 REMAIN. RETURN ALL SURFACES TO CONDITION SUITABLE FOR RECEIVING NEW FINISHES. 13. REMOVAL OF ALL DEBRIS CAUSED BY DEMOLITION OR REMOVAL OF EXISTING WORK ALL DEBRIS SHALL BE REMOVED AT MINIMUM ONCE PER DAY,OR AS REQUIRED TO MAINTAIN SAFE JOBSITE �Q CONDITIONS. NO DEBRIS SHALL BE PERMITTED TO BE STORED IN ANY AREAS OF THE TENANT'S SPACE STILL IN USE BY EMPLOYEES. G.C.SHALL VERIFY METHODS AND LOCATION OF DEBRIS REMOVAL WITH LANDLORD. W rcl W r a m 00 mr co n EXISTING CONDITIONS IN THIS AREA 63'-b 1/4"LEASE DIMENSION COULD NOT BE VERIFIED.GC.TO 0 O NOTE THAT THIS COULD LEAD t0 1NATE WITH POTENTIAL CHANGE ORDERS AT >= �--.- i t I I TIME OF CONSTRUCTION.G.C.TO STERLING PROJECT CONTACT ARCHITECT IMMEDIATELY 0 MANAGER RDING SAFE K IF DIS RED. S ARE E Q) Z IJrr _ . . Q L _ _ ----- ----- --------- -- -- -- ,.SEE SHEET E3 FOR = ---_ ' ----- -- -- --- ----- -- -- --- -- -- -- -- ---- EXISTING ELECTRICAL K I 111 L__J I U) 1 --.� EQUIPMENT TD BE ' A A A D E A ��' L'�"�' � -----��-- REUSED fl 1 -��---'J F G J \\ B 11 ! L l a q l I1 tO` _ CTYP. REvisi0NS t I a t h i I +•SEE SHEET MI FOR ( I INFORMATION ON RTU i - • gllm 1 a L q IIUrBit I 1 4 11 1 HII M viii 1 � N B 1 III I � ��I I L pi r--1----------� li I I B f _-� - - - i - - - - - - - -� - - - - - - - - _ _� _ _ p I _I m _ 01 a' 1 I it I ! EXISTING CONDITIONS IN T1415 AREA I I Ii �g --.�i COULD NOT BE VERIFIED G.C.TO NOTE THAT THIS COULD LEAD TO I ( ' 1 TI I A D E POTENTIAL CHANGE ORDERS AT , C TYP. it i1 L I J t i i l F G J 1 TIME OF CONSTRUCTION.GC.TO atL_�_J, H 11 I CONTACT ARCHITECT IMMEDIATELY ' u1 I t 11 I IF OBSTRUCTIONS ARE I K I x l i DISCOVERED. I 1_J 1 L---- i i-------- - 11 ----------------------------- -- - ------------------------------------------------ ___ t I 1 tL_1 ! _� ---------- II 11 L1J 11 u L1_I ij -- — — -- — ---- _=�=s===_� — - - - - - - - - — _ _ 1'� — - - — — - - - - - - - - - - — — - - - -�� C TYR C TYR Jae C TYf? t I I 22'-b" 7'4" 3'-0 1/4" 63'-b 1/;' LEASE DIMENSION Cox HH JJ.4 KK 1 DEMOLITION PLAN D 1 IOrYK UMATE DEMOLMON PLAN TRUE NORTH LEGEND AND NOTES 1'-6 3/8"SIGN BOX l'-b 3/8" SIGN BOX I ' 31 TYR ACROSS 5'-41/2" SIGN_ 0. V-4 1/2" SIGN_ - - -� STOREFRONT 11,ENTRANCE ALUM.BRAKE METAL - BRUSHED ALUM.BRAKE METAL - BRUSHED 12'-3 1/2" AND t SIGN STAINLESS STEEL FINISH STAINLESS STEEL FINISH 35 1 S - -T • ati7 7 % .......... ...... 1/4 CLEAR LAMINATED .. _.. :. . : :.. . . .. :: . ........ ...... 114 CLEAR LAMINATED _. , .. � LE R L TE -., = x GLAZING W/PAINTED= _ = x .. . :: - „�, ,n GLAZING Wl PAINTED a, . . . . . . . . . .. . . '! '' � � GYP.BEYOND - m i 29 n, a► GYP.BEYOND .... .: :.::. . KF .. ... ... 29 'I k Iz k y J E W NL E R $ J E W E L E R S t ,' on 1 cn- - _ I L { � . 201 +- +- i -r - = Ai A 1 _ T 5101 i I Im r I _ 1 1 4 c~r) TYP — e ""'''�'KIS, 10 AT 32 Y_ `- _ 1- a in ai 0 Lu U NEUTRAL r— 2 ,---- ------`_--- -' __— PEERS 32 TYP.At 4 s" I NEUTRAL ,-� -- - - - PIERS STAINLESS STL 3 1-812 2 4 FINISH PLAQUE 2 rS3 A3 A3 SIM. '` A3 A3 SIM. A3 4 STOREFRONT ELEVATION STOREFRONT ELEVATION A2 1/4' _ V-o" A2 J 1/4" = 1'-O" _11D A GENERAL NOTE5: 2 WALL TYPE 5GI-IEpULE -� ROBERT F ^- r^ p I 1. GG.70 VERIFY THAT ALL DEMISING WALLS HAVE 507H w' VANNEY TYPE 5YM50L DE5CRI( TION STUDS AND DRYWALL TO UNDERSIDE OF DECK ABOVE. IF NOT,G.C.SHALL INCLUDE THE COST OF EXTENDING THE SAINT PAUL, MN • STUDS AND/OR DRYWALL TO THE LANDLORD'S DECK WITHIN .1Z THE BID - WALL SHALL HAVE A MIN. I HR FIRE RATINGQ EXISTING DEMISING WALL TO REMAIN -- G.G.t0 PATCH/REPAIR DRYWALL IN `==•• ORDER TO MAINTAIN EXISTING FIRE RATING. Q 2. G.G.SHALL VISIT SITE TO VERIFY ALL CONDITIONS AND MEET WITH LANDLORD TO DETERMINE EXTENT OF L.L.WORK AND/OR WORK THAT L.L. 15 ASKING G.C.TO PERFORM AT TENANT EXPENSE. ADD TO BID PRICE. NO EXTRAS SHALL _ 518" TYPE 'X'GYP.BD.ON ONE OR BOTH SIDES OF 3 5/6"METAL STUDS(STUDS BE HONORED FOR ITEMS NOT ACCOUNTED FOR DUE TO O BY G.C) G.C.TO CONTINUE GYP.BD.TO MEET BOTTOM OF GYP.BOARD CEILING LACK OF FIELD VISIT. ALL DEMOLITION WORK TO AND CONTINUE DRYWALL b" ABOVE HIGHEST LAY-IN CEILING. -- REF.DETAIL 5/A4 ACCOMMODATE NEW CONSTRUCTION MUST BE INCLUDED IN BID PRICE. 5/8"TYPE 'X'GYP.BD.ON ONE OR BOTH SIDES OF 6"METAL STUDS(STUDS BY �� G.C) G.C.TO CONTINUE GYP.BD.TO MEET BOTTOM OF GYP.BOARD CEILING AND 3. G.G.SHALL MAINTAIN PROPER EGRESS AT ALL TIMES C J CONTINUE DRYWALL 6" ABOVE HIGHEST LAY-IN CEILING. -- REF.DETAIL 51A4. DURING STORE CONSTRUCTION �4 4. THE FIRE BEHAVIOR CHARACTERISTICS OF ALL INTERIOR WALL,FLOOR AND CEILING FINISHES SHALL BE FURNISHED BY THE TENANT TO THE G.C.AND MAINTAINED AT THE W JOBSITE. NOTE: GC.TO POST ABOVE OR rr ADJACENT TO ENTRANCENCE STATING: "THIS 5. ALL WOOD BLOCKING(WHEN APPLICABLE)EMPLOYED IN < Ili CONJUNCTION WITH STOREFRONT WORK SHALL BE � DOOR TO REMAIN UNLOCKED AND OPEN NOTE: G.C.G1S TO LAY OUT PARTITIONS,STOREFRONT AND CASES AS SHOWN ON THEIR rr �[ DURING BUSINESS HOURS" (TYR.) KILN-DRIED,MILL QUALITY FINISH AND SHALL RECEIVE A RESPECTIVE DRAWINGS AND VERIFY DIMENSIONS PRIOR TO STARTING WORK OR D (� 2 NOT USED 3 NOT USED FIRE RETARDANT TREATMENT ORDERING ANY COMPONENTS. 0 O A2 NOT TO SCALE A2 J NOT TO SCALE '1"— U) - G.C.TO PURCHASE FROM TWIN CITY HARDWARE THE PORTABLE FIRE EXTINGUISHER(S)OF hco FE CORRECT CAPACITY AND AT LEAST A '2A-105C' RATING OR AS REQUIRED BY NFPA M0. i t p FIRE EXTINGUISHER" SHALL BEAR CURRENT STATE FIRE MARSHALL SERVICE TAG AND BE TOILEI DOOM 6 5/8" 63'-6 114" LEASE DIMENSION01 MOUNTED IN A VISIBLE LOCATION WITHIN A 15' WALKING DISTANCE FROM ANY POINT IN SPACE. � c) 0 TOILET ROOM f5 DES&ED 70 ./S" 48'-10 1/2" LOCATIONS SHOWN ON PLAN ARE GUIDELINES.G.C.SHALL VERIFY WITH LOCAL AUTHORITY �....... �1 �� • >= COMPLY WITH ADA REQUIREMENTS - 6 5/g" 41/8' LEASE 51-81 51-8 1/S ; ?b -2 1/4 BRIDAL WALL- SEE SHT. A8 i i HAVING JURISDICTION NUMBER AND LOCATION OF EXTINGUISHERS REQUIRED AND SHALL REFER TO SHEET Able FOR ENLAMED - - - - - - ^ SUPPLY SAME AS DIRECTED BY LOCAL FIRE MARSHALL OR CODE. EXTINGUISHERS SHALL 5E0 PLAN AND PI FOR SUPPLY t WASTE t0 48' AFF.ItYP.ALL LINE 24-3 112 32 J.L. INDUSTRIES MODEL •C:OSMIC 5E 5L5.CAPACITY MULTI-PURPOSE CHEMICAL EXTINGUISHER ^^,, t�''Y1r�'' 20 TOILET ROOM u L15 _ I- _ 7 ( I WITH WALL BRACKET(S)MODEL IMB-818 OR APPROVED EQUAL. W 1._t- 1 S. — - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - D DIAGRAMS. _ _ L ............................. ..................................... ...... .............. �.� - - - - - - - - - - - - - - - - - -1 I tib f � - - - - - - - - - - - - - - - - I DOOR CLEARANCES �� C� CIS " cq N 3� I Lr- 21 IS 2 - BRIDAL WALL Al 2 5 ' ,44 WALL I = ( THE DASHED RECTANGLES AT DOORS GATES AND THE SAFE ' CID13 SEE NOTE•I f I , '-0 3/4' INDICATE CLEAR FLOOR SPACE NEEDED FOR A HANDICAPPED I i5-{� -- B ,,, A THIS SHEET i I � r I PERSON TO MANEUVER AT THE DOOR THE DASHED ARROW � INDICATES THE DIRECTION OF APPROACH TO THE DOOR NIL O38 = �- _ OBJECTS(WALLS, ILLUMINATED LOGO BOXES TRANSFORMERS ETC-);- ---- ! LOCATION OF TACTILE I 1 I ARE t0 BE PLACED WITHIN THE DASHED RECTANGLES.SEE SHEET f I Asa t 'EXIT ROUTE" SIGN - "EXIT" - I >W SHEET ADAi�hfD Sl LOCATION OF TACtIl�E EXIT a ( SIGN - SEE SHEET Arl AND S1 I -' I A5 AND ADAI FOR ADDITIONAL INFORMATION. 5ALE5 AREA = 3 4 �' I FROM FINISHED FAC OF TO REVISIONS Asa ; � � � ( NOTE: DIMENSIONS ON THIS PLAN ARE 26 ' 49 r e II SHE E DRYWALL t qb B 24 O v A5 (i)INTERIOR ON ALL WALLS,UNA.-- SEE I A5 FINISHED PACE OF DRYWALL UNLESS �n 16 INTERIOR ELEVATIONS ON SHEET I`�n NOTED OTHERWISE •A5 FOR PLACEMENT OF WALLCOVERING STRIPES. WALE CA g NOTE: ANY/ALL WELDING AT NEW Asa B 10 1/2L , C ; r 5STOREFRONT, INCLUDING GRILLES,SHALL Lu A4 I BE DONE BY A CERTIFIED WELDER IN 41/s"5'-5 5/8"41/8" _ 2 ;n I 2'-6 3/S" i t_ I e ACCORDANCE WITH AWS SPECIFICATIONS. 44 A5 I I n _ _ _ _ _ _ _ _ _ NOTE: REFER TO SHEET•AS FOR TYPICAL 2 5 5 ( INTERIOR FIXTURE WALL DETAILS. Ali • v fi 4 OF MI�AL A5 � � A5 � m I :3'-0 �4'- SEE NOTE 1 i I � 1 THIS SHEET i A5a OFFICE , I 2 -' 2'-g " LEASE - - - - - - - - -- - - _ - - - - - -- - ^- _ _ -- _ -�- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - I 130] 51 OCK ROOM LEASE 60 ; LINE B l TYP.ON ALL STOCK A0 - LINE - 41.95 - - TLS---- - �, - - - - �:- e , 4 _0 - .9 n n _ 0 I' 1/2" 4'-11/0", 1/8" l'-13/8" V-4 5/8" 10'-4 1/4" '-10 3/4" 20'-11/4" T2S1/2" 5'-6 1/2" 2'-8 1/2" ' 6" _ 30'-0" 221-6"_ 1'-b"' 3'-0114" =' 1 � 63'4 1/4" LEASE DIMENSION A3 ENLARGED 9 STOREFRONT 4 PLAN - r. JJ.4 KK A2 ri ARCHITECTURAL FLOOR PLAN PROTO?YKUMAV12/"4 ARCH. FLOOR PLAN TRUE NORTH STOREFRONT ELEXAMONS ----G.G.TO PROVIDE 114R FIRE RATED G.C.TO PROVIDE I NR FIRE RATED DRYWALL CLOSURE TO DECK ABOVE IF DRYWALL CLOSURE TO DECK ABOVE IF HLUTER "QUADEC" TRIM NOT EXISTING NOT EXISTING STAINLESS STEEL FINISH I A T_ �--LANDLORD'S BULKHEAD ABOVE -- ANDLORD'S BULK14EAD ABOVE - / FOR REFERENCE ONLY -- DO NOT FOR REFERENCE ONLY -- DO NOT "�. ✓.: • BUILD OR DIMENSION FROM BULKHEAD G.C.TO PROVIDE I HR BUILD OR DIMENSION FROM BULKHEAD FIRE RATED DRYWALL TYPICAL ACROSS TYPICAL ACROSS ON 5/8"FIBEROCK 32 STOREFRONT CLOSURE t0 DECK 32 STOREFRONT '': 0 OR I@ AQUA-LOUGH TILE ABOVE IF NOT EXISTING- x BACKERBOARD PANELS 4 GA.ALUMINUM BRAD METAL BY 4 GA ALUMINUM BRAE METAL BY ,y OVER FRAMING AS ARCHITECT 9 AMERICAN PRODUCTS INC.ON 3/4" -�»—{.ANDLtD S BULKHEAD AMERICAN PRODUCTS INC.ON 3/4" BLOCKINGA3 SIM• PLYWOOD.FINISH TO BE BRUSHED _ ABOVE -- FOR BLOCKI ' PLYWOOD.FINISH t0 BE BRUSHED REQUIRED. STAINLESS STEEL(WRAP AROUND (4)"SCREWS TYP.AT REFERENCE ONLY -- DO STAINLESS STEEL(WRAP AROUND I"CONT' VENT SLOT 1 INTERSECTIONS NOT BUILD OR DIMENSION ✓� moi-�r-� AND INTO GLAZING MEMBER) = AND INTO GLAZING MEMBER) = % 5 TILE CORNER DETAIL (TOP tBOTTOM - FROM BULKHEAD 32 TYPICAL _ fi.-. I' A3 _ 6 R B _ S R STE. .201 NOT TO SCALE lit ACROISSSTOREFRONT 9 AI A 1 E T 5101 VERTICAL AND /4"TH.LAM.GLASS �� i A3 1 2 51. . 0 4 LATERAL BRACING 1 CONT VENT $LOT i (TOP t BOTTOM i i i /4" TH.LAM.GLASS TO STRUCTURE '''' ABOVE -- SEE 29 9 ��,�-.r- i ( i 29 9 STR,ICTURAL m VERTICAL AND ALO � LATERAL 5RACING i i 1/8" ` LETTERING s to TO STRUCTURE RIES-SEE PLAN -- 2 1 ❑ 1 == _ a � ABOVE "1C�X-- SEE � LOCKING V--1 TAL SIGN BOX BY "` STRUCTURAL-- SIGN TRUCTURAL SIGN CONTRACTOR VERTICAL AND SECURED TO METAL LATERAL BRACING 'A FRAMING BEHIND TO STRUCTURE 2 �"`t �, -` - ---- ONT.LED #� GT/1� t�/�!�It ABOVE SEE I LIGHT STRIP , �J I V i�t1i�i 1 STRUCTURAL GRIL E �- 2 6 SLOT 9 5 - ' 'STYLMARK' hl@I82 3/8" X 1 9 5 i 6 g 5 ( 6 1/4" ANGLE WITH BRUSHED '� BRITE STAINLESS STEEL 6" SIM tit i 'STYLMARK' M1@36@ TOP 9 5 FINISH 0218- SECURED TO 113/4" 1@ 15 1@ 15 CHANNEL WITH BRUSHED BRITE STUDS MIN.24" O.C. �- VARIES-SEE SHT. 12 i '- , —FAC " _ - E of NEW TENANT Al- STAINLESS STEEL FINISH n1s. �'�C' 1-5 3/4 �, ENTRY PIER WITH TILE - — m z FIN►SH (BEYOND) , s STOREFRONT SOFFIT DETAIL ROBERT F. VAN N EY 6" = 1'-0"Lu f U f. SAINT PAUL, MN LLI � d) EASE LINEul Lu ILE ON_ a, e e e 'FIBEROCIC UTILE -"---LEASE LINE a 9 i EASE LINE BACKER BOARD " NIGH EXTRUDED i 1 - ALUMINUM BASE '11@.481 i AND ANCHOR M10358 AND 110360 TOP ACE OF KEY SWITCH 8 CHANNEL BY TO BE MOUNTED PLUSH i 43 T _ 'STYLMARK'WITH 0218 WITH ADJACENT TILE. BRUSHED BRITE ' STAINLESS STEEL FINISH k 11 �t 2 13!16" X 3 15/16" KEY VARIES _ 6 6" SWITCH BOX SECURED Lij c 1 SEE PLANS I'-9" HEAVY DASHED 1@ 15 TO STUD OR BLOCKING r SEE NOTE 0 1 2 1 LINE INDICATE "� r�� STOREFRONT SECTION STOREFRONT SECTION STOREFRONT SECTION SHEET `� r q 32 � DETAIL @KEY SWITCH � //'"~'�� A3 1/2" = 1'-0" A3 1/2" = t'-p" A3 1/2" = t'-o" - 0 l".J co 0 5TOREFRONT NOTES: MEANS OF EGRE55 CODE COMPLIANCE CIO GRILLS NOTES: I T A I FII AT _ f� 1. ALL GRILLE GUIDES 0 BE CLE R/S LVER FINISH HE 3 2 FOR OVERHEAD GRILLE5 AND DOORS WHITE TILE.ALL GRILLE GUIDES TO BE BLACK AT THE TY 0 1. G.C.TO COORDINATE THE INSTALLATION OF THE OVERHEAD BLACK TILE 12 0 GRILLES WITH THE GRILLE INSTALLER OVERHEAD SECURI h'GRILLES TO BE INSTALLED N 3 G�� COMPLIANCE WITH NFPA 101-1-2JA AND MEET THE FOLLOWING 2. ALL GRILLES TO HAVE ALUMINUM BASE PLATE. A3 - innnn- 2. OVERHEAD GRILLES SHALL REMAIN I1ILLY OPEN DURING CRITERIA: 2'- 3/4" �, OCCUPANCY AND ALL EGRESS DOORS MUST BE READILY n 1 1. OVERHEAD GRILLE SHALL REMAIN SECURED IN THE FULLY _ 'fail -_c 2 cfl V j C►F'�cNABLE FROM THE INSIDE WITHOIlt USE OF A KEY OR � cu SPECIAL KNOWLEDGE. rr OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY �,�./ � � � _o � � � THE GENERAL PUBLIC, 1 6.. i 40 O 3. GRILLE MANUFACTURER TO PROVIDE IEMER3ENCY GRILLE 2 T s 0 - ( RELEASE IN EVENT OF POWER FAILURE WHEN NO MANUAL 2. ON OR ADJACENT TO THE GRILLE OR DOOR THERE SHALL A3 I " i'- 3/4" ' GRILLES ARE ACCESSIBLE. BE A READILY VISIBLE,DURABLE SIGN IN LETTERS NOT l r STYLMARK hl@4816 HIGH e\�<� `'' � cv LESS THAN I IN.(25MM)HIGH ON A CONTRASTING S II ,� s EXTRUDED ALUMINUM BAST: m WITH BRUSHED BRlTt= STAINLESS BACKGROUND THAT READS AS FOLLOWS: "THIS DOOR TO 3 �i I STEEL FINISH 0218. 4. G.C.TO ASSURE PROPER FIRE RATING OF ALL COLUMNS AND REMAIN OPEN WHEN THE BUILDING 15 OCCUPIED" WALLS. m ` � 5. ALL EXPOSED CORNERS OF STONE FINISHES TO BE QUIRK 3• DOORS OR GRILLE(S)SHALL NOT BE BROUGHT TO THE 0 MITERED. SEE DETAIL S/A3. CLOSED POSITION WHEN THE SPACE 16 OCCUPIED 4. DOORS OR GRILLES SHALL BE OPERABLE FROM WITHIN THE STYLMARK' MI@358 ANCHOR 6. ALL NONSTRUCTURAL VERTICAL AND HORIZONTAL SPACE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR ? WITH BRUSHED BRITE STAINLESS STOREFRONT AND SOFFIT METAL FRAMING TO BE MINIMUM IS p STEEL FINISH 0218. MaNacTuD BIY�'DlETRCHRUNNEFro OF IeGA EAL ib"o�. -' I REVISIONS � 2'-6 3/8" ALL MOUNTING HEIGHTS ARE TO THE CENTERLINE OF 5 ui { 1 15 ' NOTE: UPON COMPLETION OF DEMOLITION G.C.SHALL OPERABLE PART OF DEVICE.THIS NOTE SUPERSEDES A3 , '- I NOTIFY ARCHITECT IMMEDIATELY SO THAT ARRGHITECT ANY OTHER MOUNTING INSTRUCTIONS, n NOTE: DIMENSIONS ON THIS PLAN ARE FINISH DIMENSIONS UNLESS NOTED OTHERWISE MAY COMPLETE FIELD VERIFICATION OF COLUMNS,ETC, rT-� GLAZING SILL DETAIL A36" = 1'-0" EME�ENCY GRILLE * 32 RELEASE MTV,FLUSH IN °D COLUMN AT 48" A.F.F.TO � 4 GA.ALUMINUM BRAKE METAL BY CENTER(TYR OF 2 15 10 i BLDGKI AMERICAN PRODUCTS INC.ON 3/4" PLYWOOD.FINISH TO IE BRUSHED 3 2 15 1 2 UP TO 10'-@" 4 3- 1/4.11'I d STAINLESS STEEL (WRAP AROUND A3 - 43 GRILLE KEY SWITCHES MTD. ,43 MALL SIDE,FULL A3 2 T81 + cn FLUSH IN COLUMN ON MALL AND FULL HEIGHT - ��f S ON ALL OTHER 2 Lu Z AND INTO GLAZING MEMBER) 2'-6" 5 SALES AREA SIDE AT HEIGHT 1'-1@ 3/4" 2'-8112" 43 O -1 F ON ALL SIDES SIDES �� , -1 =' a /4" TH.LAM.GLASS A3 INDICATED(T�'P.OF 2 MOTOR = 8 I TYP" OPERATED GRILLES).SEE 15 10 — T 1" CONT' VENT SLOT „ 29 9 OFFICE DETAIL 1 THIS SHEET. 2 UP TO I@'-@" MALL SIDE, I'-@k4; 6" , o o ii, (TOP t BOTTOM 6 `i/S Q STS � A 60 FULL ON ALL OTHER 5 314" l" '- LOCKING FINISH t0 MATCH v 2 c`' ; SIDES ADJACENT WALL l 16 3 -` -- -------\ ------- - - O v dl 3 Q' T.LED 11 rk - "' -----------------' - - - - - - += ;r- e e t- +24� 47-1 L_ I � — ------- LIGHT STRIP a _ _ = 12 _ s DETAIL @ HEAD & SILL � o 1 15 1@'-101/8" t TO it OF SUPPORT COL�M 2►'_11,8" To 1 6'-@ 3/8" it TO it OF SUPRORT GOLUMN� 115 a - A1 HEAVY D� 15 COLS(NTS) LINE INDICATIE ^-_ l FINISHES t0 MATCH ADJACENT A3 �`"" J 1/8" 1@'-4" O.H.GRILLE (GUIDE TO GUIDE) 1/8" 1/8'k, 20'-l" O.H.GRILLE (GUIDE I/8" ABOVE 'A50� I@'-@"MALL 1@'-@" MALL CORRIDOR WALL i i _ TO GUIDE)(NTS) SIDE ONLY SIDE ONLY 13'-91/8" (NTS) V-4 5/8" 1@'-4 l/4"FINISH OPENING 1'-1@ 3/4" 20'-11/4"FINISH 10 2'-8112" V-6 1/2"FINISH OPENING 2'-81/2" 6" 'STYLMARK' 91@182 3/8" X 11/4" a 3I OPENING(NTS) ANGLE WITH BRUSHED BRITE 10, zk 63'-6 1/4" LEASE LINE (NTS) STAINLESS STEEL FINISH 0218- SECURED TO STUDS MIN.24 O.C, A3 1 ENLARGED STOREFRONT PLAN '@ 15 10 STOREFRONT CORNER DETAIL '° TOrrMWOVAM12/04M TRUE A3 6" = 1'-0" ENLARGED SYDREFRONT NORTH PLAN SEvIONS9 o DETAU A2 — b. r'' I a. 5AFE DATA r DIMEN51ON5: a. 311/2 I �FARCHITECT ' . I I b. 44 � I r . . . . . . . . . . . NOTE. DIMENSION 'a' DOES NOT (\1 Y ; { INCLUDE HARDWARE PROJECTION 260 14. 1 ROBERT S REEI STE. .2p1 . ! i I i WEIGHT. 4450 Ibs. AI A I E 5101 I LLLJ 61 2 4 2 . 4_ i I i I I I i i s I I I I I ! ! I ! I j I NOTE. G.C.TO COORDINATE WITH SAFE INSTALLER FOR THE PROPER TIMING TO HAVE SAFE DELIVERED AT JOB SITE. GC.TO EN61 RE THAT I , SAFE 15 SET ON 4"X4"S AND MUST BE LEVEL 1 r x4 FRAME SAFE SETTING DETAIL A4 NO SCALE ` Cm, VD ARC C~ ROBERT F. ✓� VANNEY y SAINT PAUL, MND G.C.TO PROVIDE (2)4" PLASTIC J HOOKS ATTACHED TO WALL WITH COUNTERSUNK NAILS BELOW ELECTRICAL EQUIPMENT cr 4 FVC PIPE WITH uj CAPPED ENDS FOR AS-BUILT STORAGE co < w m CT4 Lu 0a w r oo z o a z r2� � o AS-BUILT DRAWING STORAGE A4 NO SCALE 0 < z oc 0 o _ n 0) "X4" HORIZONTAL HARD WOOD BLOCKING AT 2'-0" (} ON CENTER SURFACE U MOUNTED ON DRYWALL AND SCREWED TO EVERY WALL STUD FOR FULL LENGTH OF SHELVING R VIS 1 O N 6" X 3/4" PLYWOOD SHELVING BY G.G.(STOCK AT HOME DEPOT,LOWES,ETC,TYP.) m t-- ASTEN BRACKETS TO SHELVING z v "TTOM OF BLOCKING _o EVEN WITH BOTTOM OF p e SHELVING STANDARD H A4 rT STORAGE SHELVING INSTALLATION DETAIL PRATOrfMUMAIE17/OM4 A410 = 1'-o• 171 1 _v1 FIT- t OF WALL AND t OF WALL AND t OF WALL AND WALLCOVERING WALLCOVERING WALLCOVERIWs 16 10 1 6 1 (_�"kI@ 1@ I ►@ STRIPE STRIPE STRIPE ARCHITECT c f 13... .. - 260 N.IROBIE�aRFSTE. 201 W Wo u u \ 0 0 Q i. W 55 I E 51.1_12 . 4 13 iL 61 CV H T 61 60 20 16 22 11 I6 I6 23 1'I 4 INTERIOR ELEVATION 5 INTERIOR ELEVATIONS 6 INTERIOR ELEVATION A5 1/4" = 1'-0" A5 1/4" = 1'-0" A5 1/4' = 1'-0" � t,OF WALL, V Ake t OF MURAL AND MURAL AND t OF WALL AND I6 WALLCOVERING 18 WALLCOVERING FID 5 WALLCOVERNG 10 ROBERT F. STRIPE 4 STRIPE 16 3 STRIPE (b YANNEY y 18 % SAINT PAUL. MND aQp�/ AY ---------------- K K(SSNG WELERS COUPLE ' O(� u GUITAR uwr uvr" uvu" 7, W 1 W _, MURAL COUPLE v v W TOLKOWSKY LEO DIAMOND 4 MONITORS NEIL LANE EVER US \': \ MURAL MURAL MURAL ---------------+-------------- BRIDAL MURAL `- MURAL ' "�7 O O Q avow uv,M uh." +— Lv j , � rt ° _ o \ I N s u u u 22 lb 64 i1 lb 2321 5 Il E DETAIL 11 11 b2 ON SHT.#AS 26'-2 1/4" BRIDAL WALL- SEE SHT.#AS TYP, m DISTANCE BETWEEN EDGE r AND STRIPE NOT TO BE LESS THAN 6" TYP c 2 INTERIOR ELEVATIONS s INTERIOR ELEVATION A5 J 1/4' = 1'-0" A5 1/4- = 1'-0" m 00_j F.C.SHOWCASE NOTE: REFER TO ELECTRICAL FLOOR PLAN TO VERIFY OUTLET AND TELEPHONE Lu WITH PULL-OUT TRAY LOCATIONS AND LOCATE ELECTRICAL FEEDS TO PROVIDE A MINIMUM IS co I...J WIDE AREA BELOW CASE WITH ACCESS PANEL FOR EZ.TO MAKE FINAL CONNECTIONS.ASSURE ALL I --.. 63'-b 1/4" LEASE DIMENSION CONDITIONS ARE COORDINATED IN THE FIELD. O O EQ EQ 26'-2 1/4"BRIDAL WALL- SEE SHT.#AS SHOWCASE TEMPLATE NOTES: >= � �•— TOILET — 1. FO.SHALL PROVIDE A MASONItE TEMPLATE of ENTIRE SHOWCASE LAYOUT TO G.C.FOR COMINATING CONSTRUCTION. INDICATE GATE PLACEMENT,LINE OF BASE AND ELECTRICAL ROOM � 24'-31/2"1 � NIDERFOC FORAGE LEGEND STUB OUT POINTS. IF STUB OUT IS IN THE WALL,PROVIDE A WALL TEMPLATE. V l.� I� 1� (� a z rr _ _ _— _ _ _ _ _ _ _ _ _ _ _ _ _._ _ _ _ _ _ _ ___ _ - _ -. --. _ _ _ _ _ ABLE AT 2. , H L NOTE: ITEMS LISTED ARE NOT NECESSARILY APPLICABLE G.C.G.0 SHALL LAYOUT TEMPLATE AS SOON AS POSSIBLE UPON RECEIPT AND SHALL NOTIFY 80 �-------� ALL JOB LOCATIONS -- COORDINATE WITH PLANS. F.G.AND ARCHITECT OF ANY LAYOUT DISCREPANCIES OR PROBLEMS (ONLY NOTIFY F.C.OF0 77 ---i I ' IS ANY CONCERNS WITH ELECTRICAL FEEDS OR STUB-OUT POINTS,FOR W41CW FINAL LOCATIONS 4--Il' -4, 31 L--- ---, i i 4 BRIDAL WALL i FILLER , D -DRAWER WITH LOCK ARE DETERMINED BY THE FL) v J �✓ J c{1 34 -(d UNIT 62 ' 29 BRIDAL CASE 13 51 28 tYP „ K -K-PEG DRAWERS IN CABINET 3. FL.SHALL NOT MANUFACTURE ANY SHOWCASES UNTIL TEMPLATE LAYOUT IS CONFIRMED IN Q Q 4 -Q) E FIELD BY GL. � f � 0/_090 O O i 3'-1° 3+_211 BOUTIQ�IE' 0 -OPEN(NO tNpERStOCK STORAGE) FIXTURE CONTRACTOR MUST COMPLY t0 ALL APPLICABLE LOCAL,STATE AND NATIONAL CODE O -r-�O ---- 38 HOLD HOLD i -PULL-OUT PHONE TRAY IN CABINET (REQUIREMENTS. ' < IS THE FIXTURE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE FIRE RATING �} Asa V r ----------- a REQUIREMENTS OF THE PARTICLE BOARD FOR EACH LOCATION PRIOR TO 51OD NG PROJECT. i j ; ---__-- O ■ GEMScoPE ■ O ■ 1 r--- _ 1 -DUPLEX RECEPTACLE AND CUBBYS _________- L UNIT CIO �(46 26 49 - IGD r - _. 3 f 4 ' NOTES: STOREf-�CTA REVISIONS 24 i i 5AL E5 Ab W , I. G.G.TO CENTER WALLCOVERING STRIPES AS SHOWN AT ELEVATIONS. Asa 25 N (COMBINED INFORMATION) ��E� 3-11 I/8 2. FOR SALES AREA WALLS NOT SHOUN IN ELEVATION,WALLCOVERING IS TOTAL GL.A. 1,588 5QFF. v _ _ 24'-011 (,�,tY CAS � a _� TO BE CENTERED ON WALL AS MUCH AS FEASIBLE. a STOCK ----------_____ } __-- __-- _ v 3. WALLCOVERING TO BE INSTALLED IN A CONTINUOUS PATTERN AROUND SERVICE DESK - . --- -- - ---- ROOM ----------- ` ---- -- - ---- 5'-P�° b1 OUTSIDE CORNERS. DO NOT CUT WALLCOVERING At OUTSIDE CORNERS. 8 0 I'�OO FILLER 5'-10 3/4.. i i �� --- - -- ---, 11 i 3 13/4 i 4 6 16 - 23 -- (NIT 4' 2' S8 BOUTIQUE i w ALL CUTS TO OCCUR At INSIDE COMERS. 5HOWCA5E L4 INEAfR F00TAGE TALLY ------ ! " 2 HOLD i Sg ® i -` 4. ALL OUTSIDE COMERS TO HAVE 3/4"CLEAR FULL WEIGHT COMER e CASE TYPE CASE WIDTH ACTUAL LMAR FOOTAGE MERCHANDISE LINEAR .n Asa 44 d ;3� A5 i R i i _ 53 4'-0 l/8" �r, GUARDS BY NPRO CORP WHERE WOOD TRIM (S NOT INSTALLED w 28 - '-0r'' ® i 56 i 2'-6'h ---- - 4(d.� - _--------- - - - 6R - �- - - - _ Cx 2 --- _--- _ - _ - - - - - - DIMENSION) i REG I NOTE: G.G. 16 TO LAY OUT PARTITIONS, j- __ L- b p� r i 5 _ STOREFRONT AND CASES AS SHOWN ON 18 U A5 20 "• i i u t i d,5 o i REF POINT I THEIR RESPECTIVE DRAWINGS AND VERIFY BRIDAL CASE I'-111/2" 34'-0" Iin,Ft. 34-0" tin.ft. "' d, ,,►► ,Z a� w i 5' i 30 -6 L/ BULLPEN i i o _ i DIMENSIONS PRIOR t0 STARTING WORK OR "�� ,� u OFFICE ``' i 4' i f!a'-@" LEASE LINE `� r ORDERING ANY COMPONENTS. BULLPEN CASE I-111/2 3m-6 Iin. Ft. 3m-6 lln Ft. I I � A I � � FILLER a LEASE LINE CASE 2-1" 1@-0" Iin.ft. " $ r 64 i UNIT i i CASE -� 1-11 Iln.ft. w 28 i 2 2 6 - ---3--- 2 51-13/411 ---- -- - -- - - 6@ ' NOTE: DIMENSIONS ON THIS PLAN ARE RLNWAY CASE 3'-g" 24'-0" Iln, ft. IS'-II" Iln Ft. -- Lu ' '_ " 55 ' FROM FNISH TO FNISH UNLESS NOTED 0 L___ _---- ' -------- ----i ---- ---- .. ;;.>:------------ 33 OTHERWISE SECONDARY RUNWAY CASE 3'-13" - Iin.ft. - Iln,ft. 16 16 JANE SEYMOUR BOTIME I'-8" 5'-0" Iln.ft. 11 # - - - - - - - - - - -- - - - - - _ — - - - - - 6-6 lin. Ft. 22 F.C.AND GL TO USE BENCH MSG 10 REFERENCE PONT FOR LAYOUT OF RUNWAY LEY(AN BOUTIQI� P-8" 4'-@" lin.ft. 4'-0" Iin.ft - - - - - - - - - - - - - - - - - - - - - - - —f— - --� WOOD FLOOR AND RECESSED CEILING. TOTAL I 1 101'-6" Iln.ft. 101'-10" Iin. ft. 6 NOTE: F>r.SHALL BID ALL SHOWCASE WORK ON BASIS OF ACTUAL LINEAR FOOTAGE 30'-@" 22'-b" 1'-b" 3'-0114° LINE INDICATES SHOWCASES FOR ALL SHOWCASES.MERCHANDISE LINEAR FOOTAGE IS SHOWN FOR MERCHANDISING 63'-b J" LEASE DIMENSION WITH O(D FRONTS PURPOSES ONLY. _._...._......_...._. * MERCHANDISE LESS 21% HATCHED AREA DENOTES BUMP-UP CASE *AS PROVIDED C NN JJ.4 }CK HATCHED AREA DENOTES BRIDAL CASE OVERALL PLAN DIMENSIONS SHOWN HAVE BEEN DERIVED BY USING qv Lj LANDLORD'S LEASE OUTLINE DRAWING ■ HATCHED CHAIR DENOTES [ AS BUILT DRAWING OF PREVIOUS TENANT PURPLE FABRIC ❑ FIELD SURVEY BLOCKOUT A5 � FIXTURE FLOOR PLAN _ A5 1/4" = 1'-0" NOTE: F.G.t0 PROTECT 'SHLUTER' TRANSITION STRIP AT STOREFRONT DURING __Pl❑�UPDATE0 Q SHOWCASE INSTALLATION TRUE NORTH EMR EMONS NOTE LEGEN1D PROVIDE BLOCKINGNOTE: ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANS. AS NECESSARY FOR I MALL NEUTRAL.PIER ANDtOR LANDLORD PILASTER CONSTRUCTION 35 ILLUMINATED STOREFRONT SIGN LOGO(REFER TO SHEET 51 FOR CONDITIONS AND DETAILS) • /4° " GRAB BARS TO 4 118 ACHIEVE STRUCTURAL 5t8"6 2 SHADED AREAS INDICATE EXISTING CONSTRUCTION TO REMAIN (PATCH AS REQUIRED FOR PROPER FIRE RATING) 36 RECESSED MIRRORED CABINET - SEE SPECS. - MOUNT BOTTOM AT 3911 AFF. FRP b'-6 I/1" V� STRENGTH OF 250 LBS. 5,-1" U4" 3 STRUCTURAL VERTICAL STEEL TUBE AND GUIDE FOR OVERHEAD GRILLE. SECURED TO STRUCTURE ABOVE 31 BOBRICK TOILET SEAT COVER DISPENSER,MODEL: 8-221.TO BE SUPPLIED BY TWIN CITY HARDWARE,PURCHASED BY THE G.C. v IN ANY DIRECTION FRP 4 CENTERLINE OF OVERHEAD GRILLE. 4'-8" CLR. 3S GARMENT HOOKS: G.C.TO INSTALL TWO GARMENT HOOKS ON TOILET ROOM SIDE OF DOOR AT 48"AND 60" AFF.TO TOP HOOK ARCHITECT 5 5/8' TYPE 'X'DRYWALL ON EXISTING DEMISING WALL,FLOOR TO DECK(VERIFY HEIGHT) OF EACH. - STAGGER HORIZONTALLY 12" APART.HOOKS WILL BE INCLUDED IN DOOR AND HARDWARE PACKAGE SUPPLIED BY `* - - - -- - - - - - - -- . . - 5/8" TYPE 'X' DRYWALL 518"MET t I6" OG. ON DRAWINGS TY HARDWARE. - SEE TOILET ROOM ELEVATIONS ON SHEET Asa FOR ADDITIONAL INFORMATION. 6 L ON 3- AL STUDS A HEIGHT OF WALLS AS SHOWN TWIN CI r------- -------� 1 METAL STUD BRACING OR FRAMING AS REQUIRED 39 WOOD TRIM PANEL OR CASED OPENING: G.G.TO INSTALL (KAY FIXTURE BOOK SECTION 6). 40 ISLAND SERVICE DESK - SEE SHEET OEi FOR ELECTRICAL REQUIREMENTS _ 2 i F 4'-8"-THE FOLLOWING ITEMS ARE THE ONLY ITEMS PERMITTED 8 NON-COMBUSTIBLE WOOD BLOCKING OR FRAMING AS REQUIRED, FIRE TREATED WOOD ONLY. i 41 STOREFRONT SUPPORT FRAMING: LINTEL SUPPORT BY JAMB COLUMNS. LATERALLY BRACE TO STRUCTURE ABOYE fi . R S STE. 201 A5a i 31 ------- - -----� 1N THIS AREA: WATER CLOSET, ASSOCIATED GRAB BARS, 5/8"TYPE 'X' DRYWALL ON 'DC31JtN RIGID X` WIRE SUSPENSION SYSTEM FOR CEILINGS AND ON METAL STUD SUSPENSION SYSTEM r , AND TOILET PAPER DISPENSER (CONSTRUCTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). G.C.TO USE DIETRICH COMPONENTS(OR EQUAL)AND W.C. 3 4 - FOR COVES,CURTAIN WALLS,SOFFIT FACE AND UNDERSIDE RETURNS t0 FOLLOW MANUFACTURER'S CONSTRUCTION DETAILS FOR MAXIMIM LOAD DESIGNS.SEE STOREFRONT FRAMING DETAILS. Al A 1 E T 5101 ' Asa Asa 'v 0 2'x4'LAY-N ACOUSTICAL CEILING AND 'T'GRID(SECOND LOOK 11 OR 2'x2'WHERE APPLICABLE)REFER TO SPECS ON SHEET+A9 r 42 STOREFRONT SUPPORT FRAMING: TRUSS SUPPORT BY JAMB COLUMNS. LATERALLY BRACE TO STRUCTURE ABOVE 1 2 4 51 0 4 u i-- A5e -� i `� v 54"MIN CEILING ACCESS PANEL: 24"x24" (OR SIZE AS NOTED)MFR'D.BY BABCOC.K-DAVIS B-NT SERIES WITH CONCEALED PIANO HINGE (CONSTRUCTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). G.C.TO USE 'DIEIRICH' COMPONENTS(OR EQUAL)AND e.L !1 TO FOLLOW MANUFACTURER'S CONSTR CTION DETAILS FOR MAXIMUM LOAD DESIGNS.SEE STOREFRONT FRAMING DETAILS. € 12"MAX 42"MIN - INSTALL FLUSH WITH AND PAINT TO MATCH SURROUNDING CEILING.ASSURE FRAMED OPENING PER MFR DETAILS 43 NOT USED 51-1" 12 1/2" TH.TEMPERED GLASS(USE BLACK NEOPRENE GASKET IN SILL AND HEADER CHANNELS). " n 44 STOCK ROOM POLISHER UNIT(VERIFY IF APPLICABLE) 39 TO 41 13 BRIDAL WALL UNIT 45 SCD (SIGNATURE CAPTURE DEVICE)COUNTER OR END FEED IN S+�OUICASE ' Hd?T WU�ATER TANK 14 4i1 PVC PIPE WITH CAPPED ENDS FOR AS-BUILT DRAWINGS - SEE DETAIL 2/A4 46 REFRIGERATOR/MICROWAVE STAND. (APPLIANCES BY TENANT) _ D .- 41 HI-LO DRINKING FOUNTAIN - ADA ACCESSIBLE - SEE SHEET A9 FOR SPECIFICATION AND SHEET'Pi FOR MOUNTING HEIGHTS 3"-_-- } Tc�ILEECK ABOVE- T ROOM l � � i'! Z 15 STOREFRONT CONSTRICTION: 5/8"FII3EROGC AQUA-TOUGH TELE BACKERBOARD PANELS OVER FRAMING AS REQUIRED. �' -.. I6 OFFICE COUNTER 48 SERVICE SINK - 24x24 FLOOR MOUNTED SINK WITH 3" DRAIN AND SEPARATE FAUCET - SEE SHEET OAS FOR SPECIFICATION 38 i e 11 NOT USED 49 LADDER: G.C.TO SUPPLY AN V-0"HIGH COMMERCIAL GRADE FIBERGLAS LADDER ON WALL BRACKET IN STOCK ROOM.ADD t pLAV i /� ! "' -- ... U - FRAMED PHOTO MURAL: 1/2"MASONITE PANEL IN WOOD FRAME.SEE DETAILS ON SHEET#AB. FC.TO PROVIDE GG.WITH BLOCKING AS NEEDED FOR THE BRACKET.CONFIRM MOUNTING LOCATION WITH 'STERLING' �PRESENTATIYE. s f 3� --_ _-+ ' r '- 1" TO 9 , 18 DETAILED INSTRUCTIONS TO ASSURE FRAME IS SECURED AGAINST WALL AS REQUIRED.GRAPHIC SUPPLIED BY SIGNET 50 AREA FOR EMPLOYEE SIGNAGE - CENTER OF SIGNAGE TO BE MOUNTED AT EYE LEVEL (APPROX.5'-0" AFF) Q I9 KISS WALL: KISS TAGLINE BY S.C.ON WALL PAM BY FC.(REFER TO SHT.51 AND KAY CONCEPT C FIXTURE BOCK,SECTION bl 51 MOVABLE LUNCH CABLE WITH CHAIRS �— ----- � _ _ 31 _____._._._ 20 20 MAIN SERVICE DESK: SEE SHEET 1EI FOR ELECTRICAL REQUIREMENTS. ------- ----------- _ € � n 52 MOVABLE ARM CHAIRS AND PEDESTAL r p +SEE 10/A58 p Q 21 NOT USED 53 RUNWAY CASE (PULL OUT ACCESS) q � a 22 CHECK-N UNIT: SEE SHEET'EI FOR ELECTRICAL REQUIREMENTS. 54 NOT USED G.C. t0 PROVIDE FRP �o v 23 OFFICE S.IS DESK SEE SHEET "EI FOR ELECTRICAL REQUIREMENTS. 55 LEASELINE CASE (PULL OUT ACCESS) WAINSCOT TO 48" AFF.ON cq 24 BULLETIN BOARD - PROVIDED BY STERLING, INSTALLED BY G.C. 56 BULLPEN CASE (DROP DOWN HINGED(SOLID)ACCESS) ALL TOILET ROOM WALLS TOILET PAPER 25 SECURITY GATE ON DOUBLE ACTING HINGE No" CLEAR WIDTH)F.C.TO PREINSTALL POSTS WHERE REQ-0.FOR ATTACHMENT. 51 BRIDAL CASE (DROP DOWN HINGED ACCESS) 0��0 DISPENSER 26 COAT RACK PROVIDED BY STERLING, INSTALLED BY G.C. 58 BRAND BUMP-UP CASE 14" V ROBERT F. 21 3/4"PLYWOOD SHELVING - 16" DEEP(1211 At SERVICE SINK)WITH WHITE MELAMINE FINISH ON 'GARCY' 03225 DOUBLE SLOTTED YANNEY STANDARDS WITH J Mb89 HEAVY DUTY METAL BRACKETS(OR APPROVED EQUAL)AT 2'-0" O.C.(SEE DETAIL 3/A4) �RUNWAY SERVICE DESK SEE SKEET«El FOR ELECTRJCAL REQUIREMENTS. 28 OFFICE CHAIRS AND BRIDAL CASE SEATING 60 E-WALL: PROVIDED AND INSTALLED BY F.C. t SAINT' PAUL, IMN-- 1 ENLARGED TOILET ROOM PLAN 2 TOI LET ROOM ELEVATION 29 Cl�BY UNIT FOR STOCK ROOM SHELVING 61 JANE SEYMOUR BOUTIQUE ��' Asa 1/2" = 1'-0^ A5a 1/2' = 1'-0" 30 SAFE SUPPLIED BY TENANT(SEE DETAIL I/A4) 62 LEVIAN BOUTIQUE: PROVIDED BY FL. fl TRUE 31 LIGHT FIXTURE(REFER TO LIGHT FIXTURE SCHEDULE ON SWEET'E2) 63 NOT USED NORTH 32 3/4"x 3/4" BRUSHED BRITE STAINLESS STEEL *218 FINISH METAL CHANNEL BETWEEN TENANT FINISH AND MALL FINISH(OR AS 64 REPAIR/LAYWAY UNIT UNDER COUNTER REQ'D.BY LANDLORD) 33 ULTRASONIC CLEANER STAND(MOBILE UNIT PROVIDED BY STERLING) 65 WALL DIVIDER FOR CONSULTATION ROOM - GLASS PANEL 4 DECAL BY SIGN CONTRACTOR 5'-0"-THE FOLLOWING ITEMS ARE THE ONLY ITEMS PERMITTED IN THIS AREA: WATER CLOSET, ASSOCIATED GRAB BARS, 34 NON-ILLUMINATED LOGO LETTERS FOR WALLS(WHEN APPLICABLE)(REFER t0 SFIEET mal FOR CONDITIONS AND DETAILS) bb CREDENZA FOR CONSULTATION ROOM AND TOILET PAPER DISPENSER AIR FRESHENER 61 MONITOR FOR CONSULTATION ROOM LOCATION FRAMELESS 68 TABLE AND Ca-LAIRS FOR CONSULTATION ROOM 36 BEVELED WALL p _ MIRROR 1 1 �, 1'-0" 1 SOAP DISPENSER CORAT INCA 5C1—I U E ED LE J 20 -SEE tASa TOILET RM. REQU I REMENT5 NOTE: ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANS. " 811 MIN.KNEE W ON 36 MIN 38 �� 1. WATER CLOSET SEAT HEIGHT- 11" TO 19" AFF. 'ROMA WHITE' PORCELAIN TILE: 12"x 24" x 3/8" POLISHED TILE SUPPLIED BY TENANT.POLISH ALL EXPOSED EDGES.ALL �'y�• ON 24"MIN 12"MIN PAPER CLEARANCE 2. CENTERLINE OF WATER CLOSET- T1"FROM SIDE WALL. EXPOSED CORNERS TO BE QUIRK MITERED. FLOOR TILES TO BE TREATED WITH `MIRACLE SEALANT'511 IMPREGNATOR FOR rr TOWEL 3. GRAB BAR BEHIND WATER CLOSET- 3611 LONG,3311 t0 3611 AFF.TO TOP O SLIP RESISTANCE PER ASTM 01028-94,FOR A COEFFICIENT OF FRICTION OF NOT LESS THAN 0b. USE NON-SANDED LATEX HOLDER OF GRIPPING SURFACE,EXTENDING 12"FROM CENTER OF WATER CLOSET GROUT BY CUSTOM BUILDING PRODUCTS COLOR W 'ANTIQUE WHITE'(WT-01) � 4- r �` TOWARD SIDE WALL,AND 24 FROM CENTERLINE OF WATER CLOSETrr L �; m TOWARD CLEAR SIDE. Q CARPET BY TENANT THROUGH 'CTS': 'ATLAS' BROADLOOM CARPET STRIKE'210512A PATTERN: 256619 ® 20 20 4. GRAB BAR AT SIDE OF WATER CLOSET- 42"LONG,33"TO 36" AFF.TO � 0 0 « r' �' *SEE 10/Ar5a / *SEE 10/A5a TOP OF GRIPPING SURFACE,MAX.12"FROM REAR WALL �� O VINYL COMPOSITION TILE: `MANNINGTON ESSENTIALS, VCT COLOR: 131 OYSTER WHITE �I r' 't- c� ,/ 5. SPACE BETWEEN WALL 1 1 TOP OF TOILET ANp GRAB BAR- 1111 . 8 SOLID SURFACE MATERJAL: 'FOR!'MICA' *158 BIANCO MINERAL (1/2"TH) � � .. - --- ------ - = i= ------ p� 6. GRAB BAR DIAMETER - 1 1t4 TO i 112 . co n 5 Isis � 1. GRAB BAR STRUCTURAL STRENGTH - 250 LDS.MIN. IN ANY DIRECTION LU w o u f A ��, / u, 0 $ - u l r- PLASTIC LAMINATE: TIEVAU'1AR' 'S-10207 SMOKY WHITE �f S. TOILET PAPER DISPENSER - 1"-9"FROM FRONT OF WATER CLOSET t0 �1) o p _-q CENTER LINE OF DISPENSER 15"TO 48" AFF.TO DISPENSING OUTLET, r r A A A 7) d I o / o �, -� MIN1 112" BELOIiI BOTTOM OF SIDE GRAB BAR ABSOLUTE SLATE PORCELAIN TILE: 11 x 24 x 3/8 SLATE/TEXTURED TILE SUPPLIED BY TENANT.POLISH ALL EXPOSED 0 w �' �- Q a u E EDGES.ALL EXPOSED COfNtNERS TO BE QUIRIK METERED. FLOOR TILES TO BE TREATED WITH 'MIRACLE SEALANT 15 �r K, - `r - ---11 9. KNEE CLEARANCE AT LAVATORY - 21"MIN.HEIGHT,8"MIN.DEPTH. 10 11 "` 1 i 1 6 Q _ n V i0. LAVATORY APRON HEIGHT - 29"MIN IMPREGNATOR FOR SLIP RESISTANCE PER ASTM C1028-94,FOR A COEFFICIENT OF FRICTION OF NOT LESS THAN 0b. USE / Il. LAVATORY DEPTH (FROM WALL)- 11"MIN. (BOWL DEPTH 6 1/2"MAX.? NON-SANDED LATEX GROUT BY CUSTOM BUILDING PRODUCTS COLOR%0 CHARCOAL (WT-02) CJ I— € Q Q " 12. LAVATORY HOT WATER AND DRAIN PIPES INSULATED WHERE EXPOSED. SEE SHEET EI FOR r rr 14 14 b M TOE 13. LAVATORY RIM SURFACE - 34" AFF.MAX - rr �II STAINLESS STEEL: 1/I6" THICK STAINLESS STEEL WITH BRUSHED FINISH � Q� Z 30i, MIN.KNEE I rr -5 CLEARANCE14. MIRROR Y 12 (DARK WOOD)PLASTIC LAMINATE: 'WILSONARt''1949K-l8 ASIAN NIGHT "� 0 0 EXACT LOCATION 11"M 15. SEEE�SI FOR ISA�5IMAGE REQUIREMENTS 40 MAX.AFF. �, cv CLEARANCE DEPTH 16. DOOR PRIVACY LOCK SHALL HAVE LEVER HARDWARE HANDLES. 13 (LIGHT WOOD)PLASTIC LAMINATE: FORMICA"' WHITE ASH,WOODBRUSH 0) 11. DOOR SHALL HAVE MAX OPENING FORCE 5 LBF. V J `� 'i' i 3 TOILET ROOM ELEVATION 4 TOILET ROOM ELEVATION 5 TOILET ROOM ELEVATION 18. TOILET FLUSH CONTROL SHALL BE ON THE WIDE SIDE OF THE WC 14 4" VINYL WALL BASE: 1JOHNSONITE' 4" COVE BASE - 09 CLAY � _ A5a 1/2" = 1'-0' A5a 1/2" = 1'-0" A5a 1/2" = 1'-0' (OPPOSITE THE WALL) 19. LAVATORY FAUCETS ARE MOTION ACTIVATED. i5 PLASTIC LAMINATE: 'FORMICA' *831-58 GRAPHITE,MATTE FINISH WALLCOVERING: REI�R t0 ELEVATIONS FOR STRIPE PLACEMENT. SUPPLIED BY TENANT, INSTALLED BY G.C. � NOTE: ALL RESTROOM ODORS(NOT VIEWABLE 11 SALES AREA WALL BASE: 4" H.x 3/8" TH.POPLAR HARDWOODBASE WITH 1/411 RAD.EDGE - PAINTED SCUFFMASTER SM8121 a 2-0 TYP BY THE PUBLIC),RESTROOM DOOR HARDWARE Y s PLASTIC LAMINATE: 'WILSONART' •D388K-18 FASHION GREY C " I- .ALL STOCK AND HOOK,RESTROOM GRAB BARS(18",3611, 4 U Al TYP 1 ROOM WALLS 42")RESTROOM MEDICINE CABINET,ACCESS 20 WH1TE FRP.WAINSCOT(HEIGHTS AND LOCATIONS AS INDICATED ON PLANS) PANELS AND FIRE EXTINGUISHERS TO BE REVISIONS n �" PURCHASED THRU TWIN CITY HARDWARE.SEE 21 WALLCOVERING: "KOROSEAL CURRENT,COLOR: GLACIER OCZ21-95,SUPPLIED BY TENANT, INSTALLED BY G.C. SPEC SHEET A9 FOR MORE INFOWATION. �u a i�� i -------- 22 PLASTIC LAMINATE: 'WILSONART' •4851-60 SHADOW ZEPHYR 24 21 , tL 21 ! `�\' VINYL WRAP FOR SHOWCASE TRIM 'OMNOYA' #509981 BRUSHED ALUMINUM PLASTIC LAMINATE: FORMICA' �934-58 PEARL,MATTE FINISH SAFE LOCATION 'WHITE BIRCH RECTIFIED FIELD TILE'PORCELAIN TILE BY FLORIM USA OTCAUWWB 6248 6" x 24" TILE SUPPLIED BY TENANT. w ` TILES TO BE TREATED WITH 'MIRACLE SEALANT' 511 IMPREGNATOR FOR SLIP RESISTANCE PER ASTM C1028-94,FOR A a, a, COEFFICIENT OF FRICTION OF NOT LESS THAN 0b. USE NON-SANDED LATEX GROUT BY CUSTOM BUILDING PRODUCTS COLOR 010 'ANTIQUE WHITE' VINYL COMPOSITION TILE: 'ARMSTRONG' STANDARD EXCELON,I2XI'1 VCT COLOR 51868 SMOKY BROWN ' 0-i14 50 14 5 21 14 32 6" VINYL WALL BASE: 'JOHNSONITE' 6" COVE BASE - BURNT UMBER X63 33 FRP.WAINSCOT "MAR-ITE FRP,COLOR PEWTER MESH 04818 ris INTERIOR ELEVATIONS 7 INTERIOR ELEVATIONS A5a 1/4' = 1'-0" A5a 1/4' = 1'-0- FAINT FIN15H 5CHEDULE NOTE: ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANS. MOUNT SIGN JUST BELOW PLATFOI�'M 21 21 EDGE TRIM THAT SLATES "CAUTION: . 'SHERWIN WILLIAMS' +'SIIt'1004 SNOW15OU�ND (SATIN)DURATION HOME LATEX SATIN (TRIMS AND FIXTURE WORK) -------------------STANDING ON PLATFOR!'M"_ SEE SHL.___ - -- ---_---_ _____ 'SHERWIN WILLIAMS' SIGNET NAT'L ACCOUNT 'ST 040'- PROMAR 200 ZERO FLAT 1330=651 SNOWBOUND 5W1004 (CEILING 11-11 1 TYP.ALL STOCK ACCESSIBILITY C Q AND SOFFITS) —A iROOM WALLS Sf�SEE Sl Al 1 FOR DETAIL (� 'SHERWiN WILLIAMS' SIGNET NAT'L AGCGX,ANT 'St 4015" DURATION HC>I'1E LATEX FLAT A96TI54(GRILLE SLOT AND FIXtURES) -� EXTEND TOI,_rlftl 11 26 - - -- i i1 FLR BELOW j� '(STOCK WILLIAMS' SIGNET NAT'L ACCOUNT 'ST 0'41'- PROMAR 200 ZERO LOW SHEEN 8301UU02651 SNOWBOUND x!'1004 Q --_---__, � --- € AREA FOR ELECTRICAL/ � ;� � (STOCK ROOM WALLS AND NON-PUBLIC ACCESSIBLE TOILET ROOM) p AAAA ; € PHONE/SECURITY I / ? 042'- � ,a � ,Q SHERWIN WILLIAMS'WfLL1AM5 SIGNET NAT'L ACCOUNT ST PROMAR 200 ZERO EGG SHELL 830W02651 CHARISMA 05Wb605 2,S F i EQUIPMENT- SEE SHEET E3 /i 21 o GYP. BOARD/ 18 (ACCENT WALL AND CONSULTATION ROOM) AAA SAFE i i WALL LINE 24 NOT USED LOCATION ; -------------------� w 'CEILING)WILLIAMS' SIGNET NAT'L ACCOUNT 'ST 43' - DURATION HOME FLAT ASIW01251 ASH VIOLET 5W6549(RUNWAY p o to LC7G IAT ON 0 \��` R4 ' 25 CEILING) i 'SHEMIN WILLIAMS' SIGNET NAT'L ACCOUNT 'ST 044- DURATION HOME SATIN A131WO1251 WHITE DUCK 5W1010(STOCK ROOM DOOR FRAME) ' 29 -SHERWIN WILLIAMS' Stiti014 SOFTWARE (MATTE)DURATION HOME LATEX(STOREFRONT BEHIND GLASS) 4- NOTE: SHERWL IN WILLIAMS 16 THE TENANT'S NATIONAL VENDOR FOR ALL PAINT UNLESS NOTED OTHERWISE. A5a 49 6 1 G.G.TO REFERENCE TENANT'S PA.PACKAGE FOR ACTUAL PANT COLORS PRIOR TO PURCHASING PAINT AS DESIGNATED USING $ INTERIOR ELEVATIONS � INTERIOR ELEVATIONS rio_-� DETAIL NATIONAL ACCOUNT NUMBERS,FROM LOCAL SHERWIN WILLIAMS DISTRIBUTOR �'�UPDATE 12/04M LOVE SCHEDULES o Ci=�NM 11� " 1'-0 A5a 1/4 = " � A5a 1/4" = 1'-0"' A5a 3 = 1 -0 " ' • �CHCDDLCS PORCELAIN TILE ON MORTAR BED - PORCELAIN TILE ON MORTAR BED - MIN"THICKNESS AT DIVIDER STRIP VINYL COMPOSITION TILE MlNI1rIl 'I THICKNESS AT DIVIDER STRIP G.C.TO PROVIDE ALMOND COLS 'JOHNSONITE' WHEELED TRAFFIC - GC.TO PROVIDE ALMOND COLOR SILICONE SEALANT BETWEEN SCONE TRANSITIONS+'GTA -XX-K BURNT SILICONE SEALANT BETWEEN STONE TILE AND TRANSITION STRIP UMBER 463(SLOPE iS 1:8) ARCHITECT TILE AND TRANSITION STRIP 'SCHLUTER' RENO TYPE 'SCHLUTER' JOLLY TYPE ATK125ATGB BRUSHED NICKEL A125ATGB BRUSHED NICKEL In" /Ib" in" H.DIVIDER STRIP /I6° CARPET WITH ENHANCER H.DIVIDER STRIP CARPET WITH ENHANCER BACKING. XQ C MALL TILE BACKING 6 R S R STE. 201 MINN5 01 CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB s PORCELAIN TILE TO MALL TILE DETAIL r4 CARPET TO PORCELAIN TILE DETAIL CARPET TO VINYL DETAIL A6 g^ = V-0" A6 6" = 1'-0" A6 g" = V-0" FLOOR FINI5H NOTE5: SDA 1. REMOVE ALL FLOOR COVERINGS AS REQUIRED IN DEMOLITION ZONE INCLUDING CARPET,TILE,AND � '` RESILIENT FLOORING,AND ALL OCHER MATERIALS.REMOVE ALL ADHESIVE,GROUTS,AND SETTING "�� ROBERT. F. BEDS USING SOLVENTS AND/OR GRINDING AS REQ'D.LEAVE FLOOR READY TO RECEIVE A NEW VANNEY y FINISH MATERIAL. 2. PREPARE A LEVEL AND SMOOTH SURFACE THROUGHOUT THE PROJECT AREA, USE AN APPROPRIATE SAINT PAUL, MN LEVELING COMPOUND WHEREVER REQUIRED TO ESTABLISH A FLAT 4 LEVEL FLOOR SUWACE FOR THE NEW FLOOR MATERIALS. Q 3. FILL ALL FLOOR PENETRATIONS NOT IN USE WITH GROUT SO THAT THEY ARE LEVEL AND FLUSH WITH THE ADJACENT FLOOR.FEATHER GROUT TO MERGE ANY ABRUPT LEVEL CHANGES SO ENTIRE FLOOR 15 FREE OF IRREGULARITIES. GENERAL NOTES: r2` NOT USED 1. G.G.TO VERIFY EXISTING CONCRETE SLAB. IF NOT EXISTING,FOUR SLAB ON TENANT SIDE OF DEMISING WALL. VERIFY DIMENSIONS OF POUR IN FIELD. SLAB TO BE 4" REINFORCED CONCRETE A6 NTS SLAB ON A b MIL.POLYETHYLENE BARRIER 10/10 WIUM.AND A MINIMUM OF 4" POROUS FILL. SLAB TO BE POURED SUCH THAT TENANT FLOOR FINISH SHALL MEET FLUSH WITH MALL FLOOR FINISH. 2. SLAB LEVELING NOTE: GC.SHALL PATCH AND REPAIR SLAB SUCH THAT ALL HOLES,DEPRESSIONS, � ETC.ARE PROPERLY FILLED AND THE SLAB IS LEVELED TO WITHIN +/- 1/4". G.C.SHALL REFERENCE W "ATLAS CARPETING" SPECIFICATIONS FOR ADDITIONAL FLOOR PREPARATION REQUIREMENTS. r FOLLOWING DEMOLITION AND PATCHING/REPAIR OF SLAB,G.C.SHALL CALL CTS FLOORING (800-444-6281,CONTACT: JENNY HENRY)SO THAT CTS MAY SCHEDULE THEIR SITE INSPECTION W PRIOR TO GC INSTALLING ANY FINISHES IN THE SALES AREA co 3. THE TRANSITION BETWEEN EXISTING MALL FLOORING AND THE NEW STORE FLOORING MUST BE FLUSH, I SMOOTH AND EVEN. G.C.TO BUILD UP OR GRIND THE CONCRETE SUBFLOOR AS MAY BE REQUIRED Iu O O TO ACHIEVE THIS FLUSH CONDITION. GC.TO INSTALL A METAL TERRAUO ANGLE WITH CONTROL JOINT SEALANT AGAINST THE MALL FLOORING TO BEGIN THE TRANSITION.JOINT COLOR TO m T- �✓ .� COMPLEMENT THE COLOR OF THE MALL FLOORING. co Q TTOILET 63'-(o 1/4" LEASE DIMENSION 4. G.C.TO INSTALL ONLY FULL TILES AT ENTRANCES EXCEPT WHERE NECESSITATED BY CORNERS AND w TM WHERE PROHIBITED BY WALL OR COLUMN LOCATIONS(TYP.) Za CD0 IROOI i 1 20 TO 48" AF.F.(TYP I I I 5. FLOG FINISH TRANSITION NOTE:G.C.SHALL VERIFY THAT THE MAX"THRESHOLD HEIGHT DOES 3 14 All TOILET ROOM NOT EXCEED 1/21, t 20 WALLS) b. PORCELAIN FINISH NOTE: G.C.TO MAKE ALL FLOOR CUTS AND FLOOR LEVELING NECESSARY TO (D 77 rr MAKE SURE THAT PORCELAIN FLOOR WILL BE FLUSH WITH MALL FINISHED FLOOR - ANY/ALL EXPOSED EDGES t0 BE HIGHLY POLISHED. O 4� C14 n M C[1 U) U) A { {I I NOTE: ALL CHANGES IN LEVEL OF FLOOR ;n ! �L-------- FINISHES TO COMPLY WITH ADA 452 < *4 jt I I I s I I I 1 1 I I 1 I I 4 Ab iO- 11 I I --------- I - I ---_ I I " I --------- --------- I I II I I I II I I I a 5ALE5 AREA START WITH FULL 1 TYPICAL THROUGHOUT f CETILE i i8 2In TYR At ALL 2 SALES AREA AND OFFICE ENTRANCES REVISIONS -- SEE ELEVATIONS ON 28 SHEET A5 FOR LOCATIONS 1n" HOLD _ c° 5 It OO OF WALL BASEqp A I�p OO I GC.TO EXTEND -� , ____, � ---- ---- ' -- I ( I I I I I ------ter -----I i � 3 I I CARPET UNDER DOOR 14 -----------4I I I I 11 ( I I = = II I I I I = c I I I SO THAT NO VINYL 0 ----------- TILE IS VISIBLE WHEN -::R---1 1 n► I 'I I E I I I <n w I i I �N { I i DOOR IS CLOSED T----T----T----T--�--I----- {`+ ,,{{//ma�y 1 _ L J REF POINT -a I I TALL CARPET t0 BE I I 1 1 I I I I START WITH FULL OFFICE i INSTALLED WITH NAP i i i i i i 4 Fa IN THE SAME DIRECTIONI I I I i i TILEAb 18'-2 In I 4 OF OPENING/ I� 11 1 1 4 - - OF TILE FIELD I l I F} ---L----- --- ----- -�--- I� rr----T----------1-----T----1 i I I i 1 i --------- ' - ---- ---- ---- __L LL-- -1--_ J_ _L _ _1-__ J -- _____________ TYP.AT ALL V-5 3/4" G.C.TOE TILE BENEATH TRANCES --- -- 3 SHOWCASE SO THAT NO CARPET (S OF AISLE t I EN ,qb VISIBLE BENEATH SHOWCASE (TYP) , GC.TO EXTEND TILE b 30'_0" TILE FIELD1`-b" 3'-01/4" BENEATH SHOWCASE SO 22'-6° THAT NO CARPET IS 63'-b i/ " LEASE DIMENSION VISIBLE BENEATH SHOWCASE 4GG HN JJ.4 ( KK rT_-� A6 FLOOR FINISH PLAN NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISHED EDGE TO ,,,WrOTYM UPDATE 12,MM_ A6 J 1/4' = 1'-0" FINISHED EDGE UNLESS NOTED OTHERWISE. FLOOR H II= Ii°"L AIM o TRUE 2 n NORTH UV[n� K. I I NOTE: G.C.SHALL VERIFY THAT 3/4" FIRE RATED I_ PLYWOOD DECKING IS ALLOWED BY LOCAL CODE - OTHERWISE G.C.MUST PROVIDE W&" CORRUGATED 24 --1- GA METAL DECKING ARCHITECT DEMISING WALL 3-518"METAL STUDS AT 16"oz. b" X 18 GA X 15/8"FLANGE JOISTS AT Ib" O.C.WITH TO STRUCTURE ABOVE.PROVIDE 3/4"FIRE RATED PLYWOOD DECK ON TOP AND 5/8" DIAGONAL BRACING At 48"O.C. TYPE 'X'DRYWALL ON UNDERSIDE At l'-3" AFF. 6 R S R STE. .201 GO CEILING NOTE: ALLOWABLE LIVE LOAD = 125 psf All A I ECT — 5101 EL. IV-0" AFF. _ r 1 4 A 51. 22130 4 u, L.E.D.LIGHT CHANNEL FASTENED TO GYP. -.. A-6. 3 IBRD.WITH DRYWALL ANCHORS.TOP OFLPD.NOT t0 EXCEED TOP OF COVE LIP.MOUNT L.ED.LIGHT FIXTURE AIMED hGWB CECIO ILING + STRAIGHT UP.AIMNG ANGLE TO BE jh GWB CEILING �r — OPTIMIZED IN FIELD. SEE DETAIL G/E2aI` ''' EL.1'-3" AFF.EL.10'-0" AFF. -- FOR LIGHt FlXTU PL,4GEMENT. STOP DECKING ON STOCK ROOM SIDE OF EXTENDED WALL WHEN APPLICABLE le 7 e- 5/8" TYPE 'X' DRYWALL ON 6" X 18 GA METAL STUDS AT Ib" O.C. A RUNWAY LIGHT COVE SECTION g TOILET ROOM DECK SECTION L' NOT USED A7 NOT TO SCALE �., ' VNDI ARCS 20 GA TRACK CONT. ROBERT F. r� rX4 VANNEY y 18 GA.WEB STIFFENER • SAINT PAUL. MN 0 AT JOIST BEARING ALIGN STUDS AND JOISTSd 1" X 4" WOOD CAP GWB CEILING EL.10'-0"AFF. C" h_GWB CEILING e 18 GA.TRACK CONT. . (2)+12 SCREWS AT EACH JOIST CEILING; 5/8" TYPE 'X' DRYWALL ON 3 5/8' X �' EL.8' 6AFF. �4 18 GA.METAL STUDS AT 16" C.C. rE TOILET ROOM DECK SECTION o CEILING SECTION s NOT USED W ON A7 1- = 1'_0" A7 1- = 1'_0" A7 NOT TO SCALE r Q W 4 NOT USED m Q A7 FULL SCALELM O O U) 63'-b 1/4" LEASE DIMENSION NOTE: NO COMBUSTIBLE MATERIALS z ALLOWED ABOVE CEILING. 0 O TOILE' ROOM 1I-- DECKING AS REQ'D.ABOVE TOILET I , NOTE: DIMENSIONS ON THIS PLAN ARE ROOM ON b" x 18 GA METAL 'C'JOISTS FROM FINISHED FACE OF DRYWALL TO AT ib'OC.WITH 518" TYPE 'X' DR1'WAL FINISHED FACE OF DRYWALL UNLESS NOTED n� �, 5 OTHERWISE. (D z rr ON UNDERSIDE AT 7-3 AFF.PANTED % L _... ... .......................... .... .. ...... .. ......... ....... ..................._...._ _...................... ._.........................................-............... ........,............................._.._ ... .._ .................. ... .... .._._. ...._._ ......_... ._................_....... .......... . .__.. .......... _. . ............- _.._. _.._. _._.. _._. _._. - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - .. . _._. ................... ..... _._. �__________- ----------------- - ---------- ---------�-- IL_________u_-____u---___ �= ----------`----- ---- --'--------- ---=----=--=�---_-------_----------= _---- -u1 IIII pI, -4L — ON aro CKD 8'-6" AFF. i - I I ____^ `` �`'C� `✓ .r ., Al „ � " � 9 5 „ 0 ,� � I 61 1 �' t I „ '-0' LO: 2,_0,. 21 0.. �, 10-0 AFF. B N /� 9 5 (TYP.) I y ... -_ c Wawa. t r+u� ruwu. TY _ I 1 _—-...._---T—___ _T______r.__T__— —_1 f..T- --__ —7 —_.tP._. .._�...__ _. 1,-m, ,-m, I b GRILLE SLOT � ' I CKAI OW I MAI CKAI I MAI CKAI I CKAI I CKAI I ( I I CKAI MAI MAI CKAI CKAI I ' { I { fQ CKD I l I I I I II I ! 1 I 1 I 1 I � AR1 CKD �' ----L-----....__---i-----------L----- — � 1 11"D IA STO I CKA a-� I I I^} 1 I — s Q DASHED LINE INDICATES 1 '-8 314' 6" m --------___----- --------_------------9---- BACKSIDE OF LIGHT COVE --�_ _ 1/211 ® 9 5 10' 0" AFF I „ ---"I 114" HOLD I L 1 2 81 I c 'ToRO 1REVISIONS , 1 BACK OF SOFFIT 7 Al m 12'-0' AFF. 1 D o CAWS(Trw� � � 1 I - 1 35 j,5ALE5 � 11-0" AFFAREA r I sTA�I�T 9 25-------------- F----� -I I 1 : I II I I �I I GKf'2 l i I I �► cn �, I ClCA I I I f l 1 +� I• I ap � cKA _— I ( 1 I I ( • I I { 4` /8" • I {EA �4 61 Z I I I GRAZE AT JAW CKA ! CKAI I CKPT I • I T— C14 CK£ /}-- E I I _ _ ' I I CKA I I I ' �I i I ! I E ( 1sour cv irM. iG. 1=__ 18'-2 1/2° at 1 REF 1 �I - s a I aapt I FLUSH W/ `Y' I I _..._..._.__..._..._..._. j POINT I._..._.. J k1/2 ADJACENTCEILING(TYP.) MARK' EDGE AI�CsLE o 10'-0" AFFcq NUOUS ENTIRE STOREFRONT 1' 9" � � 9 5 I 6'1/2 ENING. SEEDETAIL5/A3 Sl ®F----T711 I I d� 2 1 - AFF.1 ! E-U1411. E------- -- ------- i i 4 I I ir- I I I I i i I iv GRILLE SLOT ------ -------- J LL----1------�-----I------� ---- i— _ _ - - - - - - - - - -OFFICE - 1 SIGN m 9 5 10'-0" AFF.(TYPJ a, OPENING 1 p 1 35 10'-0" AFF. 1'-6 3/8" SIGN I 1 p (TYP) 2 6 GRILLE SLOT 2 22'4" 1'-6" 3'-0 I/4" 63'-6 1/4" LEASE DIMENSION I a� 0 6� C NN JJ.4 KK A7 1 ARCHITECTURAL REFLECTED CEILING PLAN MWTOrTM UII 12/"4 HEMMED CUM PLAN . TRUE ��pp(�y��pp pp(�5� �p 25� p NORTH o CONS u RUIN u ON DLA u AIS; 'I I I 1 I A (4)'LG'fPS EDGE LED MONITOR V AS ROUTED OUT LETTERS IN MODEL 042WS60BS-5(42" DIAD. B B FRONT PANEL BY F.C. - C -319"X21.8" SCREEN)MTD.ON B i" TRIM B 3'-0" AS 14 TEMPLATE SHALL BE A8 'CRIMSON' MODEL F-46 BLACK AS INSTALLED ARCHITECTPROVIDED BY S.C.- SEE UNIVERSAL WALL BRACKET(IN AFTER UNIT IS ROUTED OUT LETTERS M '-5"MURAL REC 21/4" SHEET 61 FOR FIELD BY TENANT) INSTALLED CEILING LINE ADDITIONAL ATION - FRONT PANEL LL F.C. - TEMPLATE SHALL BE /TwO/yP�CLEEAjT�WWIITH ' an ` ' 'n _-- ___-; I _ ; L__±!? _______-__-.-----______-- ____1 � +_� __.---------.------_._..__-.. � ;.c► PROVIDED BY S.C. GGtiTERSUNICWS i____ _______________________ __._..J ____ ".______----___.__..____ ---- SECURED TO WALL K r i SIGN BOX FOR _6th_ R S STE. 20t STUDS BEHIND (MiN 2) JEWELERS CEILING LINE ILLUMINATED LOGO ,4IjV A i E 5rOL U 18 MAGNETIC MURAL I _____ _______ ________ -__- _____- ____ ____- LETTERS BY SIGN CONTR _8 t 51. 2 . 014 ___. _____ . -- _,._ HAS 15 3/4 X 33 PROVIDED BY TENANT = 0 _ a ____ a _� �_ _ a _ _Q __ IN FIELD I 6'-3314";OPENING OPENING WITH 18 3/4" X 36 FLANGE - 15 AL SURI 6 e o f AND EDGES WALL CLEAT - 7YP. PLYWOOD BACKER a ( , PANEL BY F.C.PAINTED BOTTOM CLEAT WITH -----___----+--------------- -------------- _ _ '- I `n ACK FOR MOUNTING 61 61 = io , WALL BRACKET AND GOIMTERSUNK SCREWS SECURED TO WALL SLOTS FOR ' _ � s � � ;Q :Q - - co 'i' 1 � "' MONITOR BY TENANT STUDS BEHIND (MIN.2) _ al to c VENTILATION, MAGNETIC BACKER MOUNT$O TWAT BOTTOM ��, "0 cA "� I" X 2" METAL SLOTTED MAGNETIC MAGNETIC t MAGNETIC MAGNETIC PANEL C F.C.FOR 1 u STANDARD FOR HANGING OF FRAME IS AT 4'-4" APF, GRAPHIC SUPPLIED BACKER BACKER �I a a a o ; a o a BACKER BACKER BY TENANT CUSTOM METAL FRAME - E ELEV. & SIDE VI EW MURAL FRAME PANEL F.C.lGRANIc+ _ _- --___===--T ==-==Fµ=v== T=+====--- ?_ __-- -= �GRAF441C ��PHIC SEE SHEET KAB 6.1.4 SUPPLIED BY SUPPLIED BY i i' SUPPLIED BY SUPPLIED BY FIXTURE UNIT TO BE NOTE: SHIP BACKER PANEL, A8 1/2" = 1'-0" TENANT TENANT ii TENANT TENANT _ SCRIBED TIGHT TO = INTERMEDIATE SUPPORTS FLOOR- TYP. AND CLEATS UNINSTALLED __________________..__._ f__�_ - .. f � t0 FIELD INSTALL BY F.C. 3/4" 11/2'r ; cq 15 ALL SURFACES AND EDGES = ;; R i= _ 1 i 1 1 1 i 1 it I; 11 I 1 f f i t AFTER FIXTURE IS INISH WALL ^ 1 i I I ,..__.-__== ______====-J1-----___=====V==�==___===.=Cl.l= __=________ �___� , II � ^ I SET IN PLACE- TYP. _ CONTINUOUS HORIZONTAL FRENCH D CLEAT AT TOP OF BACKER PANEL Imi 6'-6 1/4" I'-0" 3'-5" I'-0° 3'-5" I'-0" 8" 8" rn u FINISH FLOOR LINE FINISH FLOOR LINE 2'-6" HORIZONTAL WOOD CLEAT ROBERT F. -�"- (SHIPPED LOOSE)TO BE INSTALLED VANNEY �^ BELOW TOP CLEAT OF BACKER per., -9 PANEL WITH SCREWS COUNTERSUNK UNLESS OTHERWISE NOTED, ++ IN TO EVERT WALL STUD (MIN 2) ALL SURFACES, FRONTE �� SAINT PAUL, MN AND EDGES TO BE U FRAMED BACKER PANEL O '`! CONTINUOUS HORIZONTAL FRENCH s ELEV. @ BRIDAL WALL KB SECT. BRIDAL WALL c SECT. @ BRIDAL WALL CLEAT NEAR BOTTOM OF BACKER e PANEL A8 1/2" = t'-o' A8 t/2" = t'-0" A8 1/2- = t'—o" 1 cn C _ 2'-6" HORIZONTAL WOOD CLEAT M (SHIPPED LOOSE)TO BE INSTALLED BELOW BOTTOM CLEAT OF BACKER 035 MAGNETIC ET PANEL WITH SCREWS COUNTERSUNK IN ADHERED TO FACE OF TO EVERY WALL STUD(MIN 2) BACKER PANEL FOR 1 1/21" 3/4° MOUNT SO THAT BOTTOM OF MURAL BY TENANT FRAME IS AT 4'-4" AFP. PLYWOOD BACKER PANEL BY F.C. PAINTED BLACK FOR A SECT. @ MURAL FRAME MOUNTING WALL BRACKET x WALL AND MONITOR BY TENANT _ A8 1/2" = 1'-0" 26-2 Il4 CLEAT -TYR W 5b i/4 3'-6 1/2" 101/2" 3'-6 1/2" 101/2" 6'-1 3/4"MONITOR UNIT 101/2" 3'-6 1/2" 101/2" 3'-b 1/2" L U4 5" FACE OF WALL r BRANDING UNIT BRANDING UNIT BRANDING UNIT BRANDING UNIT < co rr 5TANDARD MURAL NOTESALI - m 0 0 1. MURAL FRAMES SHALL BE FURNISHED BY FC AND INSTALLED BY F.C. _j -r— U ) m ' C/� 2. G.C.SHALL LOCATE WALL STUDS FOR SECURING EACH FRAME SUPPORT CLEAT TO 1'-0" 3'-5" I`-0" 3'-5" 1'-0" 6'-6 1/4" PANEL BELOW FRAME 1'-0" 3'-5" 1'-0" 3'-5" I'-0" c WALL WITH A MINIMUM OF(2)COUNTERSUNK RIGID CONNECTIONS. MAGNETIC GRAPHIC10 MAGNETIC GRIAPHIC MAGNETIC GRAPHIC MAGNETIC GRAPHIC � 3. F.G.t0 CONFIRM SIZE,MURAL TYPE AND METHOD OF MOUNTING WITH STERLING MAGNETIC BACKER PANEL MAGNETIC BACKER PANEL MAGNETIC BACKER PANEL MAGNETIC BACKER PANEL � 0 0 BEFORE FABRICATION -- REMOVABLE GRAPHIC PANEL PROVIDED BY GRAPHIC BY F.C.FOR GRAPHIC BY F.C.FOR GRAPHIC 3 BY FL.FOR GRAPHIC BY F.C.FOR GRAPHIC CONTRACTOR WITH MAGNETIC BACKER SHALL Flt WITHOUT RIPPLES/55BLNG SUPPLIED BY TENANT SUPPLIED BY TENANT AS SUPPLIED BY TENANT SUPPLIED BY TENANT 1 AND SHALL BE SCRIBED TO FRAME AS NECESSARY 0 f 2 PLAN @ BRIDAL WALL 0 A$ 1/2' = t'-0" "0"' = tib TRUE �+ .i 0) NORTH I Q U REVISIONS NOTE= LAMINATE CEILING TRIM AND WALL 5A5E 5Y F.C. 15 IN5TALLED AFTER FIXTURE5 ARE 5ET IN PLACE 5E E FIXTURE 500 , FOR ADDITIONAL. INFORMAT ION F.C.t0 FOLLOW BRIDAL WALL LAYOUT ON SHT.A5 FOR ACTUAL CONFIGURATION NOTE: GC 15 TO INSTALL. MITRAL IMAGES A8 M%arorrM UMArf a/04M V E°ODOR C ONSTRucloo m DETALS CARPENTRY PLUM5ING CARPET DOOR HARDWARE I ' 1 -I - _ ., i. MATERIALS 1. CONNECT SEWER AND WATER LINES AS INDICATED ON THE PLUMBING PLANS.DETERMINE THE EXACT LOCATION OF ALL i GENERAL - A DOUGLAS FIR OR SPRUCE,545,STANDARD OR BETTER GRADES CONTAINING:NOT LESS THAN 105 CONSTRUCTION SERVICE CONNECTIONS BEFORE STARTING THE INSTALLATION OF ANY WORK. CARPET 15 t0 BE CLASS A FIRE RESISTANT. CARPET AND PADDING WHEN APPLICABLE OR CARPET WITH ENHANCER I. GENERAL - GRADE WGLI5 STANDARD GRADING AND DRESSING RULE "I5.LUMBER TO BEAR STAMPS. 2. THE PLUMBING CONTRACTOR SHALL PAY ALL FEES AND SECURE ALL NECESSARY PERMITS FROM THE CITY AND/OR UTILITY fi - BACKING WHEN APPLICABLE SHALL BE PROVIDED AND INSTALLED BY TENANT. PROVIDE HARDWARE FOR ALL DOORS AS INDICATED BELOW. TRANSITIONS IN FLOOR MATERIALS MAY REQUIRE ---4--t- 5. PLYWOOD INT DFPA -- 55(PLYSCORD)-- CD AS DETAILED. COMPANY REQUIRED FOR SERVICE INSTALLATION. 2. INSTALLATION UNDERCUTTING OF DOORS - SEE FLOOR PLAN.REFER TO DOOR SCHEDULE ON SHEET*AI FOR FINISHES.2. WOOD TREATMENT 3. SEWERS INSIDE THE BUILDING SHALL BE CAST IRON (C.1)EXCEPT WHERE OTHERWISE SPECIFIED ON THE PLANE A ALL WOOD USED FOR FRAMING OR STRUCTURE 15 TO BE FIRE-RETARDANT AND SHALL ALSO BE PRESStURE 4. CAST IRON PIPE: CAST IRON SEWER PIPE SHALL BE OF SERVICE WEIGHT WITH BELL AND SPIGOT JOINTS.JOINTS OF CAST A. MET OD FSECUPROVIDE GLEAN,SMOOTH AND LEVEL SURFACE FOR PROPER INSTALLATION 2. (Tft_�_;rt. t IMPREGNATED TO COMPLY WiTH UNDERWRITERS LABORATORIES,INC.REQUIREMENTS FOR A FLAME SPREAD OF 25 OR IRON SOIL PIPE AND FiTTING SHALL BE MADE EITHER BY CAULKING WITH LEAD AND OAKLJ'M,OR"RE PERMITTED BY B WILL NO OF SECURING To BE AS SPECIFIED BY TENANT.LAY IN LARGEST SECTIONS PRACTICAL.PATCH IN SECTIONS WALLBPROVIDE AND INSTALL WALL OR FLOOR BUMPERS FOR EACH DOOR LESS WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TESTED FOR 30 MINUTES DURATION UNDER CODE,BY THE USE OF POSITIVE DOUBLE SEAL ELASTOMERIC COMPRESSION TYPE JOINTS SUCH AS 'TYLER TY-SEAL' OR WILL NOT BE ACCEPTED WALL BUMPER. IVES MODEL WS402CYX WALL BUMPER WITH CONVEX RIBBER BUMPER PACKED WITH SCREW AND DRYWALL ARCHITECT G. PROVIDE LATEX ALONG ALL CUT EDGES OF CARPET 70 PREVENT UNRAVELING. ANCHOR,WITH CAST BRASS BASE - FINISH USS SATIN NICKEL. THE STANDARD TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS,(ASTM+E84).EACH PIECE OF APPROVED EQUIVALENT. 2-1/2" DIA SHALL BEAR THE UL LABEL INDICATING COMPLIANCE WITH THE FIRE HAZARD CLAS61FICATIOK 5. ALL COLD AND HOT WATER LINES SHALL BE HARD COPPER PIPE WITH FORGED SWEATED FITTINGS.TYPE K COPPER SHALL D. LEAVE ALL MAJOR SCRAP PIECES L J G CAR. FLOOR BUMPER IVES MODEL FS444 FLOOR STOP 3 H x RAS DIA BASE TO ACCOMMODATE ATE ODOR UNDERCUT UP TO B. AFTER TREATMENT,ALL LUMBER THAI 15 2"NOMINAL OR LESS SHALL BE DRIED t0 AN AVERAGE MOISTURE CONCENT OF BE USED UNDERGROUND AND TYPE L SHALL 5E USED ABOVE�, E. 6" HOT SEAM TAPE MUST BE USED ALONG CARPEL EDGES AT GROSS SEAMS 70 MINIMIZE THE POSSIBILlCY OF 2-f/2". NON-MARRING RUBBER BUMPER W1tH CAST BRASS CONSTRUCTION - FINISH U1SI5 SATIN NICKEL 18% (10%FOR FINISH WOOD). ALL OTHER LUMBER SHALL BE DRIED TO REMOVE THE MOISTURE INJECTED DURING 6, INSULATE ALL COLD AND HOT WATER PiPES WITH 1/2" THICK FIBERGLASS INSULATION AND VAPOR BARRIER JACKET. SEPARATING OR UNRAVELING,UNLESS OTHERWISE INSTRUCTED BY TENANT. 3. OVERHEAD ROLLING GRILLES SECURITY SYSTEM: F. TRANSITION AND EDGE STRIPS ROLLER GRILLE,WITH OR WITHOUT MOTOR ALL GRILLES SHALL HAVE 'BEST'CYLINDER LOCK FOR BOTTOM RAiL. TREATMENT. INSULATE DRAIN PiPE UNDER LAVATORIES OR CONFIGURE TO PROTECT AGAINST CONTACT. REFER TO FLOOR FINISH PLAN AND FLOOR TRANSITION DETAILS. MOTORIZED GRILLES(OVER 10-0" IN LENGTH)SHALL HAVE ELECTRIC SWITCH LOGO WiTH 'BEST'CYLINDER 6 R B ETSTE. 201 3. MILLWORK 1. THEW SHALL BE NO SHARP OR ABRASIVE SURFACE CINDER LAVATORIES. A GRADING RULES -- AWl QUALITY STANDARDS SHALL GOVERN ALL MATERIALS FURNISHED HEREUNDER REFER 70 NOTE: NO GRILLE LOCK SHALL BE USED At ANY TIME THAT STORE 15 OCCUPIED. _:._� SECTIONS+100 AND *200 THEREIN FOR TEST AMICABLE TO LUMBER AND PLYWOOD GRADES SPECIFIED BELOW- ' ! } D 4. SALES AREA TO STOCK ROOM DOOR WITH CLOSER (VERIFY IF APPLICABLE -- PROVIDE SAME HARDWARE FOR AI A I E_ TT'_^ 5,1, 1 5. WORK MATERIAL IN ACCORDANCE WITH AW( TOLERANCE AND STANDARDS,FABRICATE IN ACCORDANCE WITH P�.l�M31NC� I XTURS (REFER t0 PLUMBING PLAN AND DIAGRAMS FOR ACTUAL ITEMS USED R51�INTLOORINC� NON-PUSIlC DDDR TO coRR1P0R OR NON-PUBLIC CORRIDOR DOOR t0 STOCK Roots) _1511 4 51 -. 0 4 DOOR. 3-0 x 1-0 x 13/4 APPROVED SWOP DRAWINGS,ONLY AFTER FIELD VERIFICATION OF DIMENSIONS,PROP{DiNCx AMPLE ALLOWANCE FOR rt_!___ _. __ CUTTING AND SCRIBING At SiTE.ASSEMBLE ALL WORK AT MiLL, INSOFAR AS PRACTICAL.DELIVER WORK READY FOR 1, GENERAL HINGES: 1-1/2 PAIR STANLEY FULL MORTISE - STANDARD WEIGHT - TWO BALL BEARING STEEL F WIlS 45 X 4 WINCE - I ERECTION,WITH ALL EXPOSED WOOD SURFACES SANDPAPERED SMOOTH,READY TO RECEIVE FINISH. ITEMS LISTED WERE SELECTED FROM MANUFACTURERS INDICATED.NO EQUAL WILL BE ACCEPTED UNLESS APPROVED BY L GANERAL FINISH U6261) SATIN CHROME.HINGE 15 ANSI A8112 COMPLIANT C. MOLDINGS,CASINGS,TRIM,ETC., MADE TRUE t0 DETAILS,CLEANLY CUT AND SHARP. KEW THE BACK SiDE OF ALL TENANT. RESILIENT FLOORING TO BE CLASS I FIRE RESISTANT SEE DECORATING SCHEDULE FOR ViNYL COMPOSITION CLOSER 'NORTON' SERIES 6301-H(FINISH 689 CLEAR ANODIZED ALUMINUM)DOOR CLOSER WITH HOLD OPEN DEVICE TRIM 3/4" AND UNDER BACK CUT TRIM 3/4" X 2 1/4" AND OVER, IN LIEU OF KERFING TO PREVENT WARPING. 2. MATERIALS SELECTIONS. NOTE: CHECK DRAWINGS t0 SEE IF NEW iS TO MATCH PORTION OF EXISTING TO REMAIN. (ADJUST TO MAX"5 POUNDS OPENING FORCE. PER TAS AND CALIFORNIA BUILDING CODE REQUIREMENTS- ADJUST D. ASSEMBLIES -- ACCURATELY SCRIBE AND JOIN WORK FASTENINGS WILL GENERALLY BE CONCEALED AND JOINTS A FLOOR MOUNT WATER CLOSET 16-1/2" RiM HEIGHT (PREFERRED SPEC-AMER€CAN STANDARD) 'CADET 2. EDGING STRiP CLOSER SUCH THAT FROM AN OPEN POSITION OF 10' DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" INCONSPICUOUS.MAKE ALL JOINTS IN A PERMANENT MANNER USING A COMBINATION OF SCREWS OR DOWELS AND PRO RIGHT HEIGHT ELONGATED TOILET',MODEL 215AA-004 TWO PiECE ASSEMBLY, COLOR WHITE, REFER TO FLOOR FINISH PLAN AND FLOOR TRANSITION DETAILS. FROM THE LATCH. PER 2010 STANDARDS AND ANSI AIIll REQU€REMENiS- ADJUST CLOSER SUCH THAT FROM AN OPEN WATERPROOF GLUE,SOLIDLY GLUED.WHERE NAILS ARE REQUIRED,DRILL HOLES IN SOLiD STOCK,SET AND PUTTY VITREOUS CHINA TANK AND ELONGATED BOWL (30" OVERALL DEPTH) AND "5321.110 W41TE EVERCLEAN 3. FUTURE REPLACEMENT POSITION OF 90',TIME REQUIRED t0 MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL TAKE AT LEAST 5 HEADS.BLIND NAiL WHEREVER POSSIBLE.ROUND ALL EXPOSED EDGES OF ASSEMMIES TO 1/16" RADIUS. ELOWGATED SEAT. 3/8" FLEXIBLE SUPPLY AND ANGLE STOP.FLUSH CONTROL TO BE ON THE OPEN SiDE CONTRACTOR TO SUPPLY ONE (1)EXTRA BOX OF EACH RESILIENT FLOOR TILE SPECIFIED t0 STORE MANAGER FOR SECONDS.VERIFY W41CH CODE TO USE ON SHEET Al)(OR APPROVED EQUAL) 4. WOOD DOORS OF THE WC (OPPOSITE THE WALL SIDE( FUTURE REPLACEMENT. LEVER HANDLE: (ANSI A15613) 'SCHLAGE' L-SERIES,L0112 FULL DUMMY TRIM WITH LEVER DESIGN'ObA,FINISH'619 SATIN A AWf QUALITY STANDARDS,SECTIONS M300 AND M400 AS MODIFIED BELOW,GOVERN ALL WORK HEREUNDER INSTA9080 REFER TO B- FLOOR MOUNT WATER CLOSET 16-1/211 RIM HEIGHT (ALTERNATIVE SPEC-ELJER) 'CALLOWAY RIGHT HEIGHT 4. INSTALLATION NICKEL. MOUNT AT 42" AFF TO CENTER OF HANDLE. (IF LOCK IS INDICATED ON SHEET*AI,USE L9080-BD STOREROOM DOOR SCHEDULES ON DRAWINGS FOR SPECIFIED INFORMATION AS t0 SiZE,CODE,TYPE,LABEL REQUIREMENTS,ETC. ELONGATED COMPLETE TOILET', MODEL 091-2115-XXIBW ,COLOR WHITE, INCLUDES VITREOUS CHINA TANK ALL MATERIALS SHALL BE LAID IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR TYPE OF FLOOR LOCK(ANSI Fol)WITH 'BEST' LOCK SUPPLIED BY TENANT,INSTALLED BY G.C.PER MANUFACTURER'S INSTRUCTIONS) FOR EACH DOOR DOORS ARE TO BE PREMIUM GRADE (FOR TRANSPARENT FiNISH)OR CiiSTOM GRADE(FOR LAMINATE AND ELONGATED BOWL (28-1/2" OVERALL DEPTH)AND SOLiD PLASTIC SEAT AND COVER 3/8" BEING COVERED USiNG THE ADHESIVE RECOMMENDED BY THE MANUFACTURER FOR THIS PARTICULAR INSTALLATION. KICK PLATE (PUSH SIDE ONLY): 10"X 34"X.050" THICK FINISH U528 CLEAR ANODIZED ALUMINUM(HIAWATHA OR EQUAL) FINISH),OF 5 PLY FLUSH TYPE CONSTRUCTION(U.S.PLYWOOD COMPANY,FENESTRA OR ARCHITECT APPROVED EQUAL). FLEXIBLE SUPPLY AND ANGLE: STOP-FLUSH CONTROL TO BE ON THE OPEN SIDE OF THE WC (OPPOSITE CONTRACTOR SHALL ASSUME RESPONSIBILITY ONCE FLOOR 15 ACCEPTED FOR INSTALLING RESILIENT FLOORING. KICK DOWN HOLDER. IVES MODEL "452-5 FINISH U515 SATIN NICKEL B. FACE VENEERS 1/28" THICK MINIMUM,PLAINSAUN U 41TE OAK FOR PREMIUM GRADE,UNSELECT GRADE,UNSELECT BIRCH THE WALL SIDE) " 5. SALES AREA TO STOCK ROOM WITHOUT CLOSER (VERIFY IF APPLICABLE) FOR CUSTOM GRADE UNLESS OTHERWISE SCHEDULED OR DETAILED. C. ACK-OUT CLOSET i6-1/2 iM HEIGHT(AMERICAN STANDARD)FOR USE ONLY WHEN PENETRATINGF PORCELAIN TILE DOOR V-0" x l'-0" x 1 3/4 C. SOLID CORE DOORS(5-PLY) -- AWI TYPE A GLUED-UP STAVED LUMBER CORE,WITH 3/4" THICK,ONE PIECE VERTICAL SLAB 15 NOT POSSIBLE OR PEAS15LE -- VERIFY IN FIELD IF REQUIRED -MODEL *281606, YORKVILLE RIGHT HEIGHT HINGES: 1-112 PAIR STANLEY FULL MORTISE - STANDARD WEIGHT - TWO BALL BEARING STEEL 1`313119 45" X 411 HINGE - EDGE SIRUPS AND 1 l/2 FACED WITH 1/16" THICK MINIMUM HARDWOOD CROSS BANDS RUNNING ELONGATED PRESSURE-ASSISTED TOILET' lb GALLON,VITREOUS CHINA,TWO-PiECE,ELONGATED RIM,BACK-OUTLET FINISH U526D SATIN CHROME.HiNGE {S ANSI A8112 COMPLIANT COP AND BOTTOM STRIPS, TOILET AND RECOMMENDED SEAT. COLOR - WHITE. 3/8"FLEXIBLE SUPPLY AND ANGLE STOP. FLUSH CONTROL TO L Gam. LEVER HANDLE: (ANSI F01) 'SGHLAGE' L-SERIES,L9010 PASSAGE LATCH WITH LEVER DESIGN'06A,FiNISH 1619 SATIN NICKEL. BULL DOOR GS FOR AND LENGTH,WITH GRAIN RUNNING AT RIGHT ANGLES TO THE CORE AND FAGS VENEER WHERE THERE BE ON OPEN SIDE OF THE WC(OPPOSITE THE WALL SiDE) A TILE N TYPES,COLOR AND SiZES AS INDICATED ON DECORATING SCHEDULE AND PLANS TO BE SUPPLIED BY TENANT ARE OPENINGS FOR GLASS LIGHTS,LOUVERS,ETC,LEAVE A MARGIN OF NOT LESS THAN b" OF WOOD AT DDDR EDGES, D. LAVATORY WITH ELECTRONIC FAUCET!AMERICAN STANDARD)00356.012 LUGERN 20"X f8" VITREOUS CHINA LAVATORY AND INSTALLED 5Y G.C. MOUNT A7 42" AFF TO CENTER OF HANDLE.IIF LOCK 15 INDICATED ON SHEET*Al,USE L9080 SBD STOREROOM LOCK TOP AND BOTTOM.BAND OPENINGS ENTIRELY WITH STILES AND RAILS CONSTRUCTED OF EDGE BONDED BLOCKS OR (ANSI F01)WiTH BEST LOCK SUPPLIED BY TENANT,INSTALLED BY G.C.PER MANUFACTURERS INSTRUCTIONS). WITH CONCEALED MOUNTING ARMS AND 4" CENTER SET FITTING FOR INNSBROO�K ELECTRONIC LAVATORY FAUCET, B. GRAIN 1N TILE t0 RUN CONSISTENTLY PARALLEL TO LONGITUDINAL DIRECTION. KICK PLATE (PUSH SIDE ONLY): 10"X 34"X 050" THICK,FINISH US28 CLEAR ANODIZED ALUMINUM(HIAWATHA OR EQUAL) STRIPS-PLACE WITH GRAM PARALLEL TO LONGITUDINAL STILE OR RAIL DIMENSIONS AND SECUIRE THE STILES,RAILS, 1� KICK DOWN HOLDER: IVES MODEL %452-5 FINISH U615 SATIN NICKEL 160562@5 PLUG IN UNIT WITH MIXING VALVE b05XTMV1010. PROVIDE 1 114 CHROME DRAIN GRID 0214110150M.MOUNT C. WHEN APPLICABLE GSC.SHALL MAKE ALL NECESSARY FLOOR CUTS ANI?FLOOR LEVELING AS REQUIRED TO ASSURE AND CORE W(TH JOINT CONSTTRUC7ION DESIGNED FOR MAXIMI '1 STRENGTH. " OR MALL FINISHED FLOOR 6. SALES AREA TO TOILET ROOM DOOR WITH CLOSER: (VERIFY IF APPLICABLE) D. HOLLOW CORE DOORS: WHEN REQUIRED PER DOOR SCHEDULE,SHEET*A-1,SHALL BE (1-PLY)CORRUGATED HOLLOW BOWL AT HEIGHT OF 34 TO COP OF FRONT RIM. l I/4 CHROME TRAP WITH CLEAN-OUT. 3!6 FLEXIBLE SUPPLIES AND FLOOR To BE FLUSH WITH ANY ADJACENT FINISHES COCOA MAC, tD GORE -- STILES MINIMUM WIDTH 2 1/20,LOCK BLOCKS 20" -- 3-PLY WOOD VENEER TYPE I ADHESIVE (WATERPROOF) ANGLE STOPS,ALL CONTROLS TO COMPLY WiTH AOA-2010 STANDARDS,SECTION 309 AND 2009 ANSI 111.1 E. D. ALL EDGES TO BE HIGHLY POLISHED.ALL EXPOSED CORNERS OF TILE ON WALLS t0 BE MITRED. DOOR: V-0" x l'-0" x 1314" �� ARC E. FLOOR TRAP PRIMER TRAP GUARD BY PROVEN?SYSTEMS*T35630-F-Cl WITH 5" ROUND NICKEL BRONZE TOP 2• SETLNG MATERIALS HINGES: i-112 PAIR 'STANLEY'FULL MORTISE - STANDARD WEIGHT - TWO BALL BEARING STEEL F58119 45" X 4" HINGE - ti„� BiRCH. F. FLOOR DRAM(JOSAM) *30003-A-50 WiTH 5" DIAMETER ADJUSTABLE POLISHED BRASS STAINER AND INTEGRAL 1/2" A FOR ALL FLOOR AND WALL INSTALLATIONS,G.G.SHALL USE 'i00% SOLIDS EPDXY MORTAR AND GROUT' WITH ANSI ROBERT F, E. GUARANTEE: MANUFACTURER SHALL FURNISH STANDARD TWO(2)YEAR GUARANTEE AGAINST WARPING,TWISTING,OR FINISH US260 SATIN CHROME HINGE 1S ANSA A81l2 COMPLIANT � VANNEY y DEFECTS. INCLUDE ALLOWANCE FOR REHANDLING AND REFINISHING. PRIMER TAP. SPEC A1183 AS MANUFACTURED BY TEG,S00-323-1401.NO SUBSTITUTIONS. CLOSER 'NORTON SERIES 8301-H(FINISH 689 CLEAR ANODIZED ALUMINUM)UM)DOOR CLOSER WITH HOLD OPEN DEVICE G. MIRROFED WASHROOM CABINET(NUTONE) MODEL 1625 "BEL AiRE AUXILIARY"STAINLESS TRIM-SINGLE B. INSTALL METAL EDGE At STOREFRONT AND WHERE TiLE ABUTS CARPET. (ADJUST TO MAXIMUM 5 POUNDS OPENING FORCE. PER TAS AND CALIFORNIA BUILDING CODE REQUIREMENTS- ADJUST s 0 DOOR-RECESSED.G.G.TO MOUNT 39" AFF.TO BOTTOM OF 13" x 36" x 41/4" CABINET. WALL OPENING TO BE 3. GROUTING CLOSER SUCH THAT FROM AN OPEN POSITION OF 10' DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE 70 A PONT 3" d:{SAINT PAUL, MN� 11 114" x 331/211 x 3 1/Z" A GROUT TO BE STANDARD LATEX NON-SANDED GROUT BY CUSTOM BUILDING PRODUCTS,COLOR AS INDICATED ON FROM THE LATCH. PER 2010 STANDARDS AND ANSI AH1.1 REQUiREMENTS- ADJUST CLOSER SUCH TWAT FROM AN OPEN & H. HANDICAPPED GRAB BARS(BOBRIGG SERIES'B-6806.99 WITH PEENED GRIPPING SURFACE.f 1/2"DIAMETER GRAB DECORATING SCHEDULE, POSITION OF 90',TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL TAKE AT LEAST 5 Q p h BARS TO BE 36" LONG AT REAR 48" LONG AT SIDE,AND 18" LONG A7 VERTICAL.MANUFACTURER'S INSTALLATION B. JOINT WIDTH TO BE 1116"MAXIMUM.ALLOW 24 HOURS DRYING TIME BEFORE GROUTING. SECONDS.VERIFY WHICH CODE TO USE ON SHEET Al)(OR APPROVED EQUAL) FIRE-RETARDANT PARTICLE 50ARD DETAILS AND INSTRUCTIONS. INSTALLER SHALL PROVIDE STORE MANAGER WITH MANUFACTURER'S SERVICE AND PART G. WHERE TiLE OF DIFFERENT COLORS MEET,USE GROUT INDICATED FOR LIGHTER TILE AT INTERSECTION. LEVER LOCKSET: 'BEST' 9K SYSTEM LEVER WITH PUSH BUTTON PRIVACY LOCK,93K-O-L-15-D-53-626 (KEY ACCESSIBILITY L GENEMANUAL UPON COMPLETION OF INSTALLATION. GRAB BARS MEET ALL ANSI AND ADA ACCESSIBILITY REQUIREMENTS 4• SEALS FROM THE OUTSIDE FOR EMERGENCY ENTRANCE).FINISH 619 SATN NGKEL.MOUNT At 42" AFF TO CENTER OF HANDLE. I T RAL FIXTURE CONTRACTOR t0 PROVIDE FIRE RETARDANT PARTICLEBOARD. INSTALLATION SHALL BE AS INDICATED ON WHEN PROPERLY INSTALLED.SEE SWEET'Pl FOR ADDITIONAL INSTALLATION INFORMATION AFTER iNSTALLATION,APPLY A BUFFED-IN SEALER KICK PLATE (PUSH SIDE ONLY): 10"X 34"X OW" THICK FINISH 0928 CLEAR ANODIZED ALUMNN�J I (HIAWATHA OR EQUAL) (. ELECTRIC 6 GALLON TANK-TYPE WATER HEATER(RHEEM)SW6,6 GALLON ELECTRIC WATER HEATER WITH 1. STOCK ROOM TO TOILET ROOM DOOL2- (VERIFY IF APPLICABLE) DRAWINGS. It SHALL BE THE FINAL MSFM6151LITY OF THE FIXTURE CONTRACTOR TO DETERMINE IF FiRE RATED INSULATION,2000 WATT,120 VOLT, I PHASE,36 LBS.SHIPPING WEIGHT.TEMPERATURE AND PRESSURE RELIEF VALVE DOOR V-0" x l'-O" x 13/4" PARTICLEBOARD IS REQUIRED. (PIPED TO DRAIN).ELECTRIC WIRING:TO HEATER BY OTHERS. REFERENCE SHEET'PI FOR TANK SIZE. TILE 5ACKER50ARD P4NEL5 WNGES: 1-i/2 PAIR 'STANLEY'FULL MORTISE - STANDARD WEIGHT - TWO BAIL BEARING STEEL FBBI19 45" X 4" HNGE - 2. USES J. ELECTRIC 10 GALLON TAMC-TYPE WATER HEATER(RHEEM) "EGSPiO, 10 GALLON ELECTRIC(WATER HEATER WITH FINISH U5260 SATN CWROME.HINGE 16 ANSI A8112 COMPLIANT FIRE RETARDANT PARTICLEBOARD SHALL BE USED FOR NON-STRUCTURAL,DECORATIVE PURPOSES ONLY, INSTALL ONLY N NSULATION,2000 WATT,120 VOLT,I PHASE,46 L85.SHIPPING WEIGHT.TEMPERATURE AND PRESSURE RELIEF VALVE LEVER LOCKSET: 'BEST' 9K SYSTEM LEVER WITH PUSH BUTTON PRIVACY LOCK,93K-0=L-15-D-53-626 (KEY ACCESSIBILITY THOSE LOCATIONS WHERE FIRE RETARDANT DECORATIVE FINISHES ARE REQUIRED BY CODE. (PIPED TO DRAM).ELECTRIC WIRNG TO HEATER BY OTHERS.REFERENCE SWEET'Pl FOR TANK SIZE. 1. ySE$ FROM THE OUTSIDE FOR EMERGENCY ENTRANCE). FINISH 619 SATIN NICKEL.MOUNT A7 42" AFF TO CENTER OF HANDLE. 3. PRODUCT SPEC_FICATiONS K ELECTRIC POINT-OF-USE WATER HEATER(EEMAX) (VERIFY IF APPLICABLE)SINGLE POINT INSTANTANEOUS WATER BACKER BOARD PANELS SHALL BE USE AS SUBSTRATE FOR STOREFRONT TiLE. KICK PLATE (PUSH SIDE ONLY): 10"X 34"X.050" THICK FINISH U628 CLEAR ANODIZED ALL1IM(HIAWATHA OR EQUAL) FIRE RETARDANT PARTC(LEBOARD SHALL BE DURAFLAKE FR MANUFACTURED BY WEYERHAUSER HEATER MODEL 'SP4208,208 VOLT,4.1k4 IIA,i PHASE. MOUNT UNDER LAVATORY,REPAIR SHOP SYNC OR SERVICE 2. PRODUCT SPECIFICATIONS 8. SALES AREA TO STORAGE CLOSET DOOR: (VERIFY F APPLICABLE) `Q (888'650-6302). SINK AS INDICATED ON DRAWINGS, CONNECT TO J-BOX IN WALL. ELECTRIC WiRiNG BY OTHERS. 518"F15EROM AQUA-TOUGH TILE BACKER5OARD PANELS MANUFACTURED BY U.SJG. DOOR: VARIABLE WIDTH x 1'-0" x 13/4" (SEE PLANS FOR EXACT WIDTH) Q - DURAFLAKE FR SHALL BE FOR INTERIOR USE ONLY, AND SHALL NOT BE INSTALLED OR STORED OUTDOORS. L. DRINKING FOUNTAIN -- TWO STATION BARRIER FREE (ELKAY) LEAD-FREE,TWO STATION BARRIER-FREE MODEL 3. TECHNICAL DATA HINGES: 1-112 PAIR 'STANLEY'FULL MORTISE - STANDARD WEIGHT - TWO BALL BEARING STEEL FB5Ii9 4,5"X 4" HINGE - N STORE FLAT (N CLEAN, DRY, WELL-VENTILATED AREA. 'EZTL8C(LOWER ACCESSIBLE STATION ON LEFT SIDE FACING UNIT)OR'EZTLRSG(LOWER ACCESSIBLE STATION ON PHYSICAL PROPERTIES FINISH U626D SATN CHROME.HINGE 15 ANSI A8112 COMPLIANT "t DURAFLAKE FR PANELS SHALL BE 3/4" THICK UNLESS OTHERWISE NOTED ON DRAWINGS. HEIGHTS AND WIDTHS RIGHT SIDE FACING UNIT)WITH FRONT TOUGH BAR AND SAFETY BUBBLER AND MODEL M_KAPREZL APRON UNDER FIRE RATED SYSTEM FIRE CLASS A LEVER HANDLE: (ANSI FOU 'SCHLAGE' L-SERIES,L90i0 PASSAGE LATCH WITH LEVER DESIGN'&,A,FINISH 619 SATN W � AS INDICATED ON DRAWINGS. UPPER UNiT. G.C.MUST VERIFY MODEL WiTH FLOOR PLAN(LOWER UNIT INDICATED BY DASHED LINE INDICATING MOISTURE,MOLD,AND ABUSE RESISTANT NiCKEL. MOUNT AT 42" AFF TO CENTER OF HANDLE. cqrr cq 4. TECHNICAL DATA(3/4" PANEL). WHEELCHAIR CLEARANCE) 1.6 GP.H.MOUNT ORIFICE OF LOWER UNiT AT 36" AFF. 5 YEAR LIMITED MANUFACTURER ASTM C1218,C36,C19,D3213-10 KICK PLATE (SALES AREA PUSH SIDE): 10"H X DOOR WIDTH X.050" THICK FINISH U628 CLEAR ANODIZED ALUMINUM A APPLICABLE TEST STANDARDS : ASTM E-84. ASTM C-236. UL-123 WARRANTY. E84 FLAME SPREAD 5 W B. BUILDING CODE COMPLIANCE : GOMPI.IANt WITH FIRE RATED SPECIFICATIONS OF BOCA,ICBO,SBCCI M. MOP SERVICE SINK(SWAN CORP)(VERIFY IF APPLICABLE) MODEL IMS-2424-3 MOLDED 'SWANSTONE' 24" X 24"ONE E84 SMOKE DEV 0 Uj C. AGENCY APPROVALS : PIECE FLOOR MOUNT SINK WITH 3" BRASS DRAIN ASSEMBLY,STAINLESS STEEL DOME AND LINT STRAINER NSTALL SUSTAINABILITY m D ry- .4 Q CALIFORNIA STATE FiRE MARSHALL 2660-1621:100 MOP SINK FAUCET WITH VACUUM BREAKER SPOUT,LEVER HANDLES,1 5/8" 70 8 3/8" ADJUSTABLE CENTERS,WALL UP TO 95 PERCENT RECYCLED CONTENT CITY OF NEW YORK MEA 111-18-M BRACE,PAL HOOK AND HOSE THREAD ON SPOUT(CHICAGO FAUCET MODEL 8131-RCF OR EQUAL). INSTALL HEAVY 4. INSTALLATION Lu 0 0 CITY OF LOS ANGELES RR 24WIl DUTY HOSE WITI4 HOLDER(SWANSTONE MODEL OM62431 OR EQUAL). FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS. OVERHEAD GRILLE(5) _-j --- CITY AND COUNTY OF SAN FRANCISCO 258 W34-f N. CORNER(ANIC3-E FRONT)MOP SERVICE SINK(FLORESTONE PRODUCTS CO)(VERIFY IF APPLICABLE) MODEL*85 NEO Lu M 0 �' CITY AND COUNTY OF DENVER M-88-46 ANGLE TERRAllO MOP RECEPTORS WITH 3" DRAIN ASSEMBLY FOR USE ON,ABS PIPE.STAINLESS STEEL DOME AND 1. GENERAL w 0 D. FiRE RATING -- CLASS ( (FLAME SPREAD 20,SMOKE DEVELOPMENT 25)PER UL-123 LiNT STRAINER INSTALL MOP SINK FAUCET WITH VACUUM BREAKER SPOUT,LEVER HANDLES,l 5/8" TO 8 3/8" OVERHEAD GRILLE('5)TO BE SUPPLIED AND NSTALLED BY TENANT A5 MANUFACTURED BY SPECIFIED GRILLEr---. Z E. THERMAL CONDUCTIVITY AND THER JAL RESiSTANCE: ADJUSTABLE CENTERS,WALL BRACE,PAIL HOOK AND HOSE THREAD ON SPOUT(CHICAGO FAUCET MODEL 891-RCF MANUFACTURER(VERIFY WITH STERLING'S REPRESENTATIVE).GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL ELECTRICAL m (R) - 182 OR EQUAL). INSTALL HEAVY DUTY HOSE WiTH HOLDER(SWANSTONE MODEL 4MS2431 OR EQUAL). HOOKSWITCH ADJUSTMENTS AND COORDINATION OF PLACEMENT.ALL GRILLE MOTORS TO BE EQUIPPED WITH -:31O 0 (K) 055 0. FLOOR SW(JOSAM)(VERIFY IF APPLICABLE) MODEL 04W3-N5-55 SQUARE CAST IRON 6 1/4" DEEP _UPg, F. TQLERANGE5: MAINTENANCE ON/OFF SWITCH.ALL GRILLES DESIGNATED A5 AN EMERCsENC:'EXIT SHALL BE EGRES5IBLE WHETHER OR NOT SUPPER-FLO-SEPTOR FLOOR SINK WITH 3" DRAIN PIPE AND I/2" PRIMER TAP WITH ACID-RESISTING INTERIOR DOUBLE THERE 15 A POWER FAILURE.GRILLE MUST REMAN SECURED N THE FULL OPEN POSITION DURING THE PERIOD OF THICKNESS +1-0.005 N. DRAINAGE FLANGE WITH WEEP14OLES ON 49300 BOTTOM OUTLET,ALUMINUM INTERNAL DOME STAINER NIKALOY0 LENGTH AND WIDTH +1- 1/16K OCCUPANCY BY THE PUBLIC. SANITARY SLOPED RIM AND NICKEL BRONZE TRAFFIC TOP ANTI-TILTING,SUPER-FLO GRATE 2. MATERIALS n\ SQUARENESS +/- 1/8 N. P. PAPER TOWEL DISPENSER(BOBRlGG CLASSIC SERIES 8262 EXTRUDED ALUMINUM GUIDES WiTH RiGID VINYL LINER SHALL BE FURNISHED.GUIDES AND BOTTOM BAR OF GRILLE SHALL BE � rr LINEAR EXPANSION 0.40 Q. SI�xJE-ROLL TOILET PAPER DISPENSER(BOBRICK) MODEL 5-6851 SATN'FINISH DARK BRONZE ANODIZED ALUMINUM. PANIC RELEASE DEVICE SHALL BE PROVIDED AT MOTORIZED GRILLE DESIGNATED < " G. STRENGTH: R FRAMELESS BEVELED WALL MIRROR 36" x 30" AS EMERGENCY EXIT AND WILL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOU�.EDGE OR �� INTERNAL BOND 80 PS1 S. 50BRICK TOILET SEAT COYER DISPENSER MODEL 8-221.70 BE SUPPLED BY TWIN CITY HARDWARE,PURCHASED BY a) FACE SCREW HOLO 250 LB '�'� a- N EDGE SCREW HOLD 225 L5 THE G.G. /� 3 ERECTION r/'1 � c� 5. INSTALLATION: C i iNC a l SEE SHIT*a1 FOR APPLICABLE CEILING MATERIAL) THE CONTRACTOR SHALL CHECK STRUCTURAL STEEL THAT WILL SUPPORT INSTALLATION AND NOTIFY THE TENANT F IT f5 NOT V J INSTALLATION SHALL BE BY GENERAL CONTRACTOR OR FIXTURE CONTRACTOR AS INDICATED ON DRAWINGS. INSTALLATION F i E R-REINFORCED P]_AAT I C (FRP) ACCEPTABLE.ALL GRILLES SHALL BE ERECTED BY THE MANUFACTURER OR HUS AUTHORIZED REPRESENTATIVE AND SHALL SHALL BE AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTACT WEYERWAUSER COMPANY 888-650-6302 OR 1. GENERAL- BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF TION OF ERECTION,THAI ANY PART DEFECTIVE 541-928-3341 FOR FULL SPECIFICATIONS AND INSTALLATION iNFORMATION Fi5ER-REINFORCED PLASTIC(FRP)PANELS FOR USE AS WATERPROOF WAINSCOT,WHERE INDICATED ON PLANS,SHALL BE IN MATERIAL OR WORKMANSHIP WILL BE REPLACED WITHOUT G 4ARGE 70 TENANT. T_ PROVIDED AND NSTALLED BY GENERAL CONTRACTOR 1 4. EGRESS IQUiREMENTS F_ ' I /� p c A ALL CEILINGS TO BE CLASS A FIRE RESISTANT OR AS REQUIRED BY CODE.INSTALL IN STRICT COMPLIANCE WITH A G.0 TO PROVIDE A READILY VISIBLE,DURABLE SIGN ON GRILLE BOTTOM BAR TO READ: "GRILLE TO REMAN OPEN WHEN 0 THERMOFU5ED DECORATIVE 1 ANEL5 2. MATERIALS MANUFACTURERS PIOLISHED SPECIFICATIONS AND CURRENT BULLETIN OF ACOUSTICAL MATERIALS ASSOCIATION,PAGE THE AREA 15 OCCUPIED". U FRP SHALL BE NON-POROUS,WHITE IN COLOR AND SHALL BE OF FE55LED FINISH. FRP SHALL BY CLASS I/A FIRE RATED, 53,J05 CONDITIONS. B. IN ORDER TO CLOSE THE DEVICE, i7 MUST REQUIRE THE USE OF A KEY OR SPECIAL ACTION AVAILABLE TO MANAGEMENT COMPLIANT WiTH IC50 REPORTER-5489,AND SHALL BE PROVIDED WITH MATCHING NON-POROUS MOLDINGS WHICH SHALL B, PROVIDE EXTRA BOX OF EACH CEILING TILE USED TO STORE MANAGER FOR THE FUTURE USE. PERSONNEL ONLY. I. GENERALBE APPLIED OVER ALL JOINTS,PER MANUFACTURER'S DIRECTION. FRP SHALL BE F.V.VLECK COMPANY 'MARLITE' OR 2. MATERIALS FIXTURE CONTRACTOR TO PROVIDE THERlOR46ED DECORATIVE PANELS. INSTALLATION SHALL BE AS INDICATED ON EQUAL. A DRYWALL CEILING/SOFFITS: SEE DRYWALL SPECIFICATIONS.CONSTRUCTION TO MEET 1 112 HOUR FiRE RATING PER U.L. 3. INSTALLATION REVISIONS DESIGN X328. FLAME SPREAD OF 25 OR LESS. DRAWINGS. It SHALL BE THE FINAL RESPONSIBILITY OF THE FIXTURE CONTRACTOR TO DETERMINE IF FIRE RATED CONTRACTOR SHALL INSTALL FRP AS INDICATED TO 48" AFF.ON ALL TOILET ROOM WALLS OR AS SHOWN ON PLANS,UNLESS B. SALES AREA 2X4 LAY-IN CEILING TILE AND S7UGCRDOh1 AND/OR FIRE CORRIDOR LAY-IN CEILING TILE: (WHEN PARTICLE50AR7 15 REQUIRED. SPECIFICALLY NOTED OTHERWISE. FRP PANELS SHALL BE INSTALLED WITH MANUFACTURER APPROVED ADHESIVE APPLICABLE) 'ARMSTRONG' 24" x 48" x 15/16" CORTEGA FIREGUARD,*823,FLAME SPREAD 25 OR LESS,CLASS A FIRE 2. ACCORDING TO ALL STANDARD INDUSTRY PRACTICES TO PROVIDE FULL WATER PROOF PROTECTION WHEREVER INSTALLED. RATED. CEILING 15 CLASSIFIED 'FIRE RESISTIVE'WHEN INSTALLED IN U.L.ASSEMBLY PER MANUFACTURER'S WALLCOVERiNG T'HERMORUSED DECORATIVE PANELS SHALL BE DISE FOR NON-STRUCTURAL,DECORATIVE PURPOSES ONLY. INSTRUCTIONS. 3. PRODUCT SPECIFICATIONS PARTICLEBOARD PAINTING C. SALES AREA SECOND LOOK LAY-N CEILING TILE: (WHEN APPLICABLE)'ARMSTRONG' CORTEGA SECOND LOOK li THERMORlSED PARTICLEBOARD SHALL 5E PANOLAM MANUFACTURED BY PANOLAM €NDUStRiES. I. NGE ERAL PANOLAM SHALL BE FOR INTERIOR USE ONLY,AND SHALL NOT BE INSTALLED OR STORED OUTDOORS. STORE FLAT IN 1. GENERAL FIREGUARD *2158 48" x 24" x 3/4" TEGULAR LAY-N TILE WITH NRC RANGE OF 55-b5 AND STC RANGE OF 35-39.MUST WALL COVERINGS SHALL BE CLASS A FiRE RESISTANT. WALL COVERINGS ARE SELECTED AND SUPPLIED BY TENANT, CLEAN,DRY,WELL-VENTILATED AREA A PAINTING CONTRACTOR SHALL PROVIDE ALL LA50R AND MATERIAL UNLESS INDICATED OTHERWISE. MEET UL.DESIGN OF210 FOR 1 HR FiRE RATING AT RECESSED FIXTURES WITH FLAME SPREAD OF 0-25 N COMPLIANCE INSTALLED BY GENERAL CONTRACTOR AS LISTED IN THE DECORATING SCHEDULE.THESE SELECTIONS ARE SUBJECT PANOLAM PANELS SHALL BE 3/4" THICK,UNLESS OTHERWISE NOTED ON DRAWINGS. HEIGHTS AND WIDTHS AS INDICATED ONWITH ASTM E84. TO REVISION DUE 10 CURRENT AVAILABILITY OR DEC0RATNG CHANGES B. IF PAINTING CONTRACTOR CONS€DEPS ANY SURFACE UNSUITABLE FOR THE PROPER FINISH OF HIS WORK HE SHALL SUSPENSION,SYSTEM DRAWINGS• NOTIFY TENANT AND NOT APPLY ANY MATERIAL UNTIL SITUATION IS RESOLVED. 3. 2. NSTALLATION 4. TECHNICAL DATA 2. MATERIALS A GRiD FOR CEILING TILES: 'ARMSTRONG'PRELUDE FIREGUARD SERIES*8300 WHITE.CONSTRUGT€ON MEETS I.C.BA.*3350 A INSPECT W ALLCOYERiNGS FOR DEFECTS PRIOR TO INSTALLATION. A APPLICABLE TEST STANDARDS : ASTM E-84-91. A PANT AND PRIMERS SHALL BE BY SHERWN WILLIAMS UNLESS LISTED OTHERWISE N DECORATING SCHEDULE.TYPE AND AND U.L.16258.HANGERS SHALL BE 9 GA GALVANIZED WIRE SPACED AT 48"O.C.SUPPLY WAIL MOLDING AND ALL B, SURFACES t0 RECEIVE WALLCOVERING SHALL BE PREPARED AND SIZED.STRICTLY FOLLOW WALLCOVERING B. FABRICATiON STANDARDS : KCMA(ANSI Aibl i-1990). CSA(CAN3-A218-M82). WIC. COLOR CO BE AS INDICATED. OTHER ACCESSORi'PiECES.JON CROSS TEES TO MAIN BEAMS WITH A POSITIVE INTERLOCK MAN BEAM AND CROSS MANUFACTURERS' SPECIFICATIONS.NOTIFY TENANT IF ANY SURFACE IS NOT SUITABLE FOR PROPER APPLICATION AND C. CLASSIFICATION -- CLASS HI (FLAME SPREAD 90,SMOKE DEVELOPMENT 90) B. APPLICATIONS(VERIFY CONDITIONS APPLICABLE 70 THIS PROJECT) TEES SHALL REST ON ANGLE MOLDINGS AT WALLS. DO NOT APPLY UNTIL SITUATION 16 RESOLVED. 1DRYWALLMASONRYPLASTER AND WOODB. SUSPENSION SYSTEM FOR GYPSUM PANEL CE(LNGS: 5. INSTALLATION : . . . : I. 'DOW RIGID X" DIRECT SUSPENSION SYSTEM WITH CROSS FURRING CHANNELS AS MANUFACTURED BY UNITED STATES G. SUPPLY ADHESIVES AND SIRING.USE ONLY TAPES RECOhtif"IENDED BY WALLCOVERUNG MANUFACTURER INSTALLATION SHALL BE BY GENERAL CONTRACTOR OR FIXTURE CONTRACTOR AS INDICATED ON DRAWINGS. INSTALLATION ONE COAT SHERWIN WILLIAMS ST '00i SW PREPRITE BONDING PRIMER 551UUb0 AND TWO COATS OF TYPE AND SHALL BE AS PER MANIIFAG'NRERS INSTALLATION INSTRUCTIONS. CONTACT PANOLAM INDUSTRIES 888-126-6526 COLOR AS SPECIFIED IN DECORATINGSCHEDULE. GYPSUM INTERIORS,WESTLAKE,OHIO. CEILNG TO BEAR MINIMUM I HOUR FIRE RATNG PER U.L.DESIGN'0502/P230-14b.SUSPENSION SYSTEM TO BE PER ASTM 0635 COLO ROLLED STEEL MAIN TEES"%V-12 AND FIURRING GROSS CHANNELS (OREGON)OR 800-241-49€5(GEORGIA)FOR FULL SPECIFICATIONS AND INSTALLATION INFORMATION. FOR DISTRIBUTION: 2. SAL 'RCX4 OR GROSS 7EE 'DXL 424.MEETS I:C$A.'1994 AND CALIFORNIA RESEARCH REPORT*24095. VENDOR NOT HTTP:/A=PANOLAM.COM/PANOLAM/01S7Ri5PNL ONE COAT SHERWN WILLIAMS ST 1x02 SW DTM ACRYLIC PRiMER/FINISH B66WI N COLOR AVAILABLE TO BEST MATCH FINISH COLOR AND TWO COATS OF TYPE AND COLOR AS SPECIFIED IN DECORATING SCHEDULE. 2. GYPSUM WALLBOARD FIR= RATED 5/8" TYPE 'X' PER ASTM OC-36 SPECFICATION. GLAZING (MTERIoR SYSTEMS) 3. APPLICATION CEILING ACCESS PANELS,FIRE EXTINGUISHERS,RESTROOM DOOR HARDWARE,RESTROOM GRAB BARS(iS",36", t 42")AND 1. GENERAL APPLY ACCORDING TO MANUFACTURERS LABEL DIRECTIONS. RESTROOM MEDICINE CABINET TO BE SUPPLIED BY TWIN CITY HARDWARE, GENERAL CONTRACTOR(OR FiXTURE CONTRACTOR AS NOTED ON DRAWINGS)TO PROVIDE AND NSTALL ALL GLAZING DRYWALL RESTROOM DOORS 4 WOOD DOORS VISIBLE FROM THE SALES AREA ARE SUPPLIED BY TCH. UNLESS INDICATED OTHERWISE.ALL EXPOSED GLASS EDGES TO BE HiGHLY POLiSFED. MIRROR IN PUBLIC TOILET ROOM ACCESSIBLE ICOM SALES AREA SHALL BE PROVIDED BY THE FIXTURE CONTRACTOR 2. MATERIALS PROTECTION l p A STOREFRONT GLASS(DISPLAY WINDOW: SAW TH.SAFETY LAMINATED GLASS(UNLESS NOTED OTHERWISE)WITH CONTRACTOR SHALL PROTECT FINISHED WORK INSTALLED BY OTHER TRADES PRIOR TO WOW UNDER THIS SECTION. CONCRETE TWN CITY HARDWARE CONTACT: ROLFE MCAFEE 01460 PV5 CENTER MEMBRANE CHAMFERED EDGES,i/8"WIDTH. USE NEOPRENE GASKET t0 SET N SiLL ANDPROVIDE CLOSURES FOR EXTERIOR OPENINGS WWERE REQUIRED.ROOM TEMPERATURE DURING INSTALLATION OF TWIN,CITY HARDWARE HEADER CHANNELS AS SPECIFIED IN DRAWINGS. 5650 INTERNATIONAL PARKWAY WALLBOARD SHALL NOT BE LESS THAN 50 DEGREES FAHRENHEIT WITH ADEQUATE VENTILATION MAINTAINED TO CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE IN5717UTE5 CODES AND STANDARDS 5. DIAMOND ROOM GLASS: 1/2" TH.SAFETY TEMPERED GLASS(UNLESS NOTED OTHERIUISE).SET IN SILL AND HEADERNEW HOPE,MN 55428 CHANNELS AS SPECIFIED IN DRAWINGS. ELIMINATE EXCESSIVE MOISTURE UNTIL JOINT COMPOUND IS COMPLETELY DRY. PROTECT WALLBOARD FROM WETTING LISTED M THE SPECIFICATIONS,EXCEPT AS MODIFIED THEREIN OR ON THE DRAWINGS AND SHALL MEET THE FOLLOWING:MMIMIp'M OFFICE: 163-535-4660 AND REPLACE MATERIALS SD DAMAGED. SPECIFICATIONS C. SHOWCASES: 1/4"SAFETY LAMINATE GLASS WITH HIGHLY POLISHED EDGES.USE CLEAR SILICONE AT JOINTS. FAX: 163-353-2005 D. SALES DESK: 114" WHITE LAMINATED GLASS.ALL EDGES t0 BE HIGHLY POLISHED.SET IN METAL CHANNEL AS 2. MATERIALS I. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE IN 28 DAYS: 4000 PSI SPECIFIED (N DETAILS A GYPSUM WALLBOARD: FIRE-RATED 5/8",TYPE 'X' - TO CONFORM TO SPECIFICATION ASTM C-36 AND (IF NOICATED) 2. REINFORCING BARS: ASTM A 615,GRADE 60 OR ASTM A 616,GRADE 60. rmcefsotchcozom E. SEALANT: USE DOW CORNING*999 OR G.E.SCS M200 CLEAR SILICONE SEALANT AT SHOWCASES.USE NES NON-RATED i/1 OR 114" WITH LONG EDGES TAPERED. 3, WELDED WIRE FABRIC: ASTM A 185. ALL WELDED WIRE FABRIC SHALL BE MATT TYPE. GASKET STOREFRONT AND/OR INTERIOR WALL CHANNELS. PROVIDE SE7TNG BLOCKS AS INDICATED R DRAWINGS. C. FASTENINGS: DRYWALL SCREWS 1 114",TYPE W. 4. REFER t0 ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF FINISHES OR OTHER TREATMENTS 70 EXPOSED 3. IN$CALLATION PROCEDURE C. ACCESSORIES: GALVANIZED STEEL,$IZED TO FIT WALLBOARD THICKNESS,STANDARD CORNER BEAD,EXPANSION CONCRETE. USE SILICONE A7 SHOWCASES ONLY,UNLESS MALL CRITERIA DICTATES MANDATORY USE A7 STOREFRONT GLASS 0. ETC,DESIGNED FOR FINISHING WITH JOINT TREATMENT COMPOUND. 5. PROVIDE 6X6-029 WELDED WIRE FABRIC IN ALL SLABS ON GRADE,1-1/211 UP FROM BOTTOM OF SLAB,UNLESS OTHERWISE D A GLEAN GLASS EDGES BEFORE APPLYING SILICONE WITH ISOPROPYL ALCOHOL OR MEK(METHYLETHKETONE) . JOINT TREATMENT SYSTEM: PERFORATED TAPE,JOINT COMPOUND AND TOPPING COMPOUND BY THE SAME NOTED. B. CONTINUOUS CAPE 50TH SIDES OF GLASS EDGES. SET TAPE BACK 1/32" FROM EDGES. MANUFACTURER AS THE WALLBOARD. b. CHAMFER EXPOSED EDGES OF CONCRETE 314",UNLESS OTHERWISE NOTED. C. APPLY SEALANT SING CO GLASS EDGES. SPECIFICATIONS. E. STEEL STUDS: CONFORM TO SPECIFICATIONS ASTM C-645 - USE 25 GAUGE FOR STANDARD FRAMING,18 GAUGE FOR 1. PROVIDE CONTROL JOINTS N ALL SLABS ON GRADE. THE MAX"SPACING OF CONTROL JOINTS SHALL BE 20'-0" O.C., C. APDLIMMEDIATELYAL ORA TOOL JOINT. DO NOT USE COOLING SOLUTIONS.. STOREFRONT CONDITIONS INCLUDING STOREFRONT SOFFITS,20 GA FOR INTERIOR SOFFITS(NON-STOREFRON7),AND 16 UNLESS OTHERWISE NOTED. A9 E. IMMEDIATELY REMOVE TAPE. GAUGE FOR LOAD BEARING CONDITIONS. 8. LAP REINFORCING BAR SPLICES 36 BAR DIAMETERS,UNLESS OTHERWISE NOTED. F. RUNNER CHANNELS: .022" ZINC COATED COLD ROLLED STEEL NAILING CHANNELS 1/8"DEEP, 9. DETERMINE SIZE AND LOCATION OF MECHANICAL EQUIPMENT,AND MAKE PROVISIONS FOR BOLTS,SLEEVES,PADS,ETC, MWtOTYK UPDATE 12J04M F. PROTECT JOINT UNTIL CURED.PROVIDE SUPPORT BLOCKING AS REQUIRED. G. METAL STUDS AND ORYWALL INSTALLATION TO CONFORM To UNITED STATES GYPSUM MASTER SPECIFICATIONS AND FROM MANUFACTURER'S CERTIFIED DRAWINGS.THiS WORK SHALL BE COORDINATED WiTH THE TRADES INVOLVED. p��Q��[,�'� e (� NOTE: POOR SILICONE EDGES WILL NOT BE ACCEPTABLE. ALL CARE SHOULD BE TAKEN TO INSURE EXCELLENT WORK OR METAL INSTALLATION INSTRUCTIONS - STUD SPACING NOT TO EXCEED i6" O.G, WORK SHALL BE REPLACED OR REDONE AT CONTRACTOR'S EXPENSE. H. REFER TO CEILINGS SPECIFICATION FOR CEILING SUSPENSION SYSTEM. I I SPEMMATONS ., NOTE: SIGN VENDOR TO EASE EDGES -11/8" DEEP HALO CHANNEL LETTE OF ALL LETTERS TO REMOVE SHARP PAINTED SEMI GLOSS BLACK- EDGES AND 5Ulift ILLUMINATED WITH 400K LED � • 1'-b 3/8"SIGN BOX „ 2'-4 518" 5-4112 COPY WIDTH 1/2" THICK,BRUSHED STAINLESS STEEL LETTERS WITH VERTICAL.GRAIN FINISH ', q � ARCHITECT Q � 3'-9112" (OVERALL) "D \ J EWE ERS � ' N A Y X � � I f i, 6 ROBERT S R STE. 201 s - H 3/4"THICK,ROUTED CLEAR ACRYLIC PUSH y\` �_� Al TjI E 5 01 o THRU LETTERS WITH FROSTED EDGES AND - �, CL�� l t! BLACK VINYL ON FACE OF LETTER /,�" t h) t512 4 e _KA ILLUMINATED FROM WITHIN SIGN BOX cn --� / STcn ?�ERONTF �AI110GO �� ILLU�INATEDB�RIDAIWAll�SIGNIOGO 1 cn 0 1 50% WHITE--, � v a �J l�C....«�' STOREFRONT SIGN ELEVATION 3'-5 1/8" PANTED CK ROUTED LI LETTERS ITE 7 NOT USEin is-00D ROBERT F. VANNEY y SAINT PAUL, MND bd 46 D PROVIDED BY SIGN VENDOR NOT USED JANE SEYMOUR BOUTIQUE NOT USED - SALES AREA VINYL FLOWER - 5 6 8 4 -0" -0" - 1'-0" ^\Z N GENERAL NOTES ACCE5515ILITY 5IGNAGE - ADA RESTROOM 5IGN 5CHEDULE W � 1. THE SIGN SUPPLIER IS NOT,UNDER ANY CIRCUMSTANCES,TO CUT,REMOVE OR ALTER THE BULKHEAD CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.CHARACTERS SHALL ITEM DE5CRII TION L�tT�. SUPPORTS PROVIDED BY THE LANDLORD OR GENERAL CONTRACTOR CONTRAST WITH THEIR BACKGROUND WIN EITHER LIGHT CHARACTERS ON A DARK BACKGROUND � � 2. THE ONLY APPROVED ALTERNATIVE IS FOR THE STOREFRONT CONTRACTOR To PROVIDE SUITABLE OR DARK CHARACTERS ON A LIGHT BACKGROUND ILLUMINATED STOREFRONT SIGN READING: 'KAY JEWELERS' to � SUPPORTS WHICH WILL BE DESIGNED FOR THE PROJECT UPON REQUEST BY THE SIGNAGE CONTRACTOR RAISED CHARACTERS SHALL BE 1/92"MIN.ABOVE THEIR BACKGROUND.CHARACTERS SHALL BE 11/8" PEEP BACK LIT CHANNEL LETTER PAINTED SEMI GLOSS BLACK• ILLUMINATED m D L1 UPPERCASE SANS SERIF. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF , WITH 4100K LED 2 tu � O 3. THE SIGN CONTRACTOR IS RESPONSIBLE FOR SUBMISSION OF SHOP DRAWINGS TO 114E LANDLORD AND THE UPPERCASE LETTER 0 16 55%MIN.AND 110%MAX OF THE HEIGHT OF THE UPPERCASE TENANT FOR APPROVAL. LETTER "I".CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8"MIN.AND 2"MAX BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I" �I .. BRAILLE SHALL BE CONTRACTED GRADE 2. BRAILLE SHALL BE POSITIONED BELOW THE NON-ILLUMINATED SIGN READING: 'every KISS begins with KAY' now (`�•. CORRESPONDING TEXT. BRAILLE SHALL BE SEPARATED 3/8"MIN.FROM ANY OTHER TACTILE LuZ CHARACTERS AND 3/8"MIN.FROM RAISED BORDERSHE S AND DECORATIVE ELEMENTS. 1/2" THICK,BRUSHED STAINLESS STEEL LETTERS WITH VERTICAL GRAIN FINISH O < > - TO BE ADHESIVE ATTACHED TO FINISHED WALL 1 10" PICTOGRAMS SHALL HAVE A FIELD FIGHT OF 6"MIN.CHARACTERS AND BRAILLE SHALL NOT BE BLACK LETTERS ON YELLOW LOCATED IN THE PICTOGRAM FIELD. 0 N_ BACKGROUND PANEL TACTILE CHARACTERS ON 6046 SHALL BE LOCATED 48"MIN.AFF,MEASURED FROM THE BASELINEILLUMINATED BRIDAL WALL SIGN READING: 'KAY JEWELERS' CU Z rr ND OF THE LOWEST TACTILE CHARACTER A60"MAX AFF,MEASURED FROM THE BASELINE OF THE CA �)6N : K A HIGHEST TACTILE CHARACTER 3/4" THICK,ROUTED CLEAR ACRYLIC PUSH TFRU LETTERS WITH FROSTED EDGES O8" < > ILLUMINATED FROM WITHIN SIGN BOX n SIGN TO BE OF MOLDED WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,T14E SIGN SHALL BE LOCATED ALONGSIDE THE r n m r N O TAN D I N G G.C.TO MOUNT SIGN JUST PLASTIC WITH WHITE RAISED DOOR AT THE LATCH SIDE.WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE co v) BELOW TOILET ROOM DECK J E W E L E R S EMERGENCY LETTERS AND SYMBOLS WITH DOOR,SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL.SIGNS CONTAINING TACTILE 0 N P LAT FO R M TRIM,CENTERED ON EXIT BSI BLACK CHARACTERS SHALL BE LOCATED So THAT A CLEAR FLOOR SPACE OF 18"MIN X 18"MIN �CND EXPOSED WALL AREA 71rM�01 -1 A t191i CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING SALES AREA FLOUTER VINYL SIGN SUPPLIED BY THE BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. E TENANT TO PROVIDE FOR ALL STORES WHERE TOILET TENANT AND FORWARD GUT,DIGITALLY PRINTED VINYL APPLIED TO WALL I O Roots HAS AN EXPOSED OPEN DECK ABOVE MOUNT AT REAR EXIT INSTALLED BY THE DOOR - LOCATE CENTER �� T�TOR, 6„ - ALLOW MIN.3 DAYS DRYING TIME FOR PAINT PRIOR TO INSTALLING VINYL U PROVIDED BY TENANT AND INSTALLED BY S.C. OF SIGN AT 60" AFF --BAGKRUUND TO BE CONSULTATION ROOM FLOUTER VINYL 1 TOILET DECK SIGN STOREFRONT FOUNDER'S PLAQUE DETAIL 3 EMERGENCY EGRESS SIGNAGE DARK BROWN REVISIONSFORWARD CUT,DIGITALLY PRINTED VINYL APPLIED TO WALL S1 1" = 1°_0" S1 NTS S1 NTS -ALLOW MIN 3 DAYS DRYING TIME FOR PAINT PRIOR TO INSTALLING VINYL PICTOGRAM,CHARACTERS, DOOR ff, ANp BRAILLE TO BE WHITE FRAME RESTROOM -LOCATION OF JANE SEYMOUR BOUTIQUE SIGNAGE CORRESPONDING /� 1/4" THICK ROUTED ACRYLIC LETTERS PAINTED MATTE WRITE. BLUE SACKGROUND TYP BLUE BACKGROUND TYP GRADE 2 BRAILLE KJ LETTERS MOUNT FLUSH TO BOUTICA E PANEL SUBAGE WITH TAPE AND SILICONE WHITE SYMBOL TYP WHITE SYMBOL TYP 9"MIN. -�uALL SURI;ACE� RAISED CHARACTERS SHALL BE RAISED CHARACTERS SHALL BE TO EDGE 48" MIN. AND 60"MAX.ABOVE EXI 48" MIN. AND 60" MAX ABOVE .4t OF DOOR FRAME NON—ILLUMINATED BLADE SIGN READING: 'KAY JEWELERS' t EXK15RAILLE THE FLOOR MEASURED TO THE ROUT THE FLOOR,MEASURED TO THE BASELINE OF THE LOWESTx' BASELINE OF THE LOWEST -t INDIVIDUAL LETTERS GUT FROM 3/4" SOLID PLEXIGLAS WITH BLACK PAINTED FACES- RAISED CHARACTER RAISED CHARACTER TO BE ADHERED TO BOTH SIDES OF ALUMINUM BOX WITH SHERMAN WILLIAMS 0 SHALL BE 48" MIN. BRAILLE SHALL BE 48"MIN. 'SWT035 ACCESSIBLE BEIGE GLOSS FINISH, AND 60"MAX ABOVE THE AND 60" MAX ABOVE THE 8" FLOOR„MEASURED TO THE 8" FLOOR,MEASURED TO THE BASELINE OF THE BRAILLE BASELINE OF THE BRAILLE CELLS. CELLS. GLASS PANEL AND VINYL DECALS AT DIVIDER WALL GRADE 2 BRAILE TEXT(TEXT TO GRADE 2 BRAILE TEXT(TEXT To FROSTED POSITIVE/NEGATIVE VINYL APPLIED TO CLEAR GLASS READ AS SHOWN) READ AS SHOWN) < > 0 EGRESS SIGNAGE s� NTS 5IGNAGE PROVIDED 5Y TENANT, INFALLED 5Y GC;. G.C.TO COORDINATE INSTALLATION WITH STERLING PROJECT MANAGER FOR LOCATION OF THE FOLLOWING SIGNAGE BEING PROVIDED BY TENANT: FIRE EXTINGUISHER RED LETTERS ON WHITE BACKGROUND - V-SHAPED PROJECTING 55" H.X 10" W. PLASTIC SIGN MFR'D.BY 'BRADY' EMERGENCY EXIT WHITE LETTERS ON DARK BROWN BACKGROUND - TACTILE PLASTIC 4" H.X 8" W. SIGN WITH BRAILLE BELOW CAUTION: NO STANDING BLACK LETTERS ON YELLOW BACKGROUND - BY S.C. - SEE DETAIL l" H.X 10" W. ON PLATFORM THIS SHEET si ADA RESTROOM - WHITE LETTERS ON DARK BROWN BACKGROUND - SEE DETAIL THIS 9"H.X 6"W. STANDARD SHEET FOR REQUIREMENTS FMrcmM uPpare 2iO4u NOTES- ABBREVIATIONS ABBREVI GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings 1. EXISIING BULKHEAD TO STUD. (10) N ��Ep PR REMAIN. 6• 362S162-43 BRACE AT $ I tiNG' O,y 2. NEW 362S162-33 AT 16" O.C. 48" O.C. TOP CONNECTION 1. STEEL STUD. 1 '9f NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE BUILDING CODE: GENERAL NOTES: - TIP. PER DETAIL 104. 9 PERIODS. BUT SHALL BE READ AS SAME. 3. TOP CONNECTION PER DETAIL 7. 362S162-33 WITH 2-#10 PER `�„�? 2. UNPUNCHED STEEL STUD TRACK - 102 STUD 4-#10 AT STUDS ATTACHMENT REQUIRED 112 DIA. 2014 OREGON STRUCTURAL SPECIALTY CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. i EXPANSION BOLTS AT 48 O.C. 2 I A.B. ANCHOR BOLT 4. (4) #10 - TYP. ATTACHED TO BRAC5. CONT. L11/2' x11/2« x16 E, i MINIMUM) OR .148'x3/4' LONG ( A.B.C. AGGREGATE BASE COURSE THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT ' POWDER DRIVEN PINS AT 12' O.C. y�OREGON ACI AMERICAN CONCRETE INSTITUTE WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR GA 91H #10 EACH LEG' EACH A/C AIR CONDITIONER LOADS: SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING (3) FASTENER SHAM HAVE ICC REPORT A 'k$ER CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING i . FOR SAME INSTALLATION. 4(Z Q� A.F.F. ABOVE FINISHED FLOOR ii • ' 3. MULTIPLE OR INTERSECTING STUDS G• $G AISC AMERICAN INSTITUTE OF STEEL LATERAL: FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD INHERE OCCUR. CONNECT WITH 2 CONSTRUCTION SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, It ROWS 110 S.M. SCREWS AT 24' O.C. EXPI RES:06-30-16 AISI AMERICAN IRON AND STEEL SEISMIC: SEQUENCES FOR PROCEDURE OF CONSTRUCTION. OR THE SAFETY PRECAUTIONS AND THE (4) (2) i � ) INSTITUTE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE / �i ii (5) i (3) INTERSECTING STUDS 1 ROW OF AITC AMERICAN INSTITUTE OF TIMBER MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = .978. INSPECTION OF THESE ITEMS). i SCREWS. CONSTRUCTION MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = .425. • ' 14. #10 S.M. SCREWS EACH SIDE, EACH WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS I STUD. ALT. ALTERNATE SOIL SITE CLASS, D. SHALL BE THE REFRENCED EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY (/ SCREWS. 5) ANSI AMERICAN NATIONAL STANDARDS SHORT PERIOD SPECTRAL ACCELERATION,CCAON. Sds =44723. (1) Li (ri) 6. 4 #10 S.M. SCREWS. DESIGN ONE OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER INSTITUTE SEISMIC DESIGN CATEGORY, D. RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. (2) 7. #10 S.M. SCREWS AT 12' O.C. AT APA AMERICAN PLYWOOD ASSOCIATION i DOUBLE STUDS. ARCH'L ARCHITECTURAL NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL & STUD BLOCKING. ASTM AMERICAN SOCIETY FOR TESTING STRUCTURAL STEEL: NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL (2) i (8) 9. 18 GA CLIP ANGLE BY STUD MFR AND MATERIALS CONFORM TO SIMILAR WORK ON 'THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT (6) �.+ WITH 3 #10 S.M. SCREWS AT EACH AWS AMERICAN WELDING SOCIETY DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS. GENERAL / STUD WHERE SHOWN IN DETAILS. A.W.T.S. AUTOMATIC WELDED THREADED GENERAL: STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. 7) (2) 10. TYP WEIR CLIP TO FRAMING STUDS ALL CONSTRUCTION PER REFERENCED AISC STEEL CONSTRUCTION MANUAL. ALL PIPE STEEL (44) MEMBER OR AS NOTED IN DETAILS. BM BEAM SHALL BE ASTM A500 (Fy = 42 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI). ALL TUBE CONTRACTOR SHALL I RESPONSIBLE FOR VERIFICATION C ALL DIMENSIONS WITH B.F.F BELOW FINISHED FLOOR STEEL SHALL BE ASTM A500 (Fy = 46 KSI). ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE ARCHITECTURAL DRAWINGS PRIOR TO START I F CONSTRUCTION. RESOLVE ANY DISCREPANCY BLK BLOCK SHALL BE ASTM A36 (Fy = 36 KSI). THE TERMS PIPE AND ROUND HOLLOW STRUCTURAL SHAPE ARCHITECTURAL. THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR � ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE .;,�� NOTE: B.O.B. BOTTOM OF BEAM (HSS) ARE USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS ALONG WITH THE TERMS TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. A. FOR SIZE AND GAGE OF TYPICAL B.O.D. BOTTOM OF DECK TUBE STEEL AND RECTANGULAR OR SQUARE HSS. 1 ) STEEL STUDS, SEE GENERAL B. INSTALL ALL SCREWS PER B.O.F. BOTTOM OF FOOTING TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED 1 STRUCTURAL NOTES. SPECIAL STEEL STUD MANUFACTURES BRG BEARING UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED OTHERWISE SIZES ARE CALLED OUT ASSOC. SPECIFICATIONS. C CAMBER WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS ON PLAN AND/OR DETAIL C. S.M. (SHEET METAL) SCREWS NOTED OTHERWISE. PER G.S.N. C.C. CENTERLINE TO CENTERLINE CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. CFS COLD FORMED STEEL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. Q) TYPICAL. STEEL STUD WALL - SCREW CONNECTION C.G. CENTER OF GRAVITY POST- INSTALLED ANCHORS: C.I.P. CAST IN PLACE GENERAL: OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR 4Q7-22 NO SCALE C.L. CENTERLINE SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF C.L.B. CENTERLINE OF BEAM ALL POST-INSTALLED ANCHORS SHALL UTILIZE THE EXACT ANCHORAGE SYSTEM SPECIFIED IN THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. NOTES: C.L.C. CENTERLINE OF COLUMN THE STRUCTURAL DETAILS. WHERE ANCHORAGE "PER GSN' IS SPECIFIED, SEE BELOW. C.L.F. CENTERLINE OF FOOTING ANCHORAGE PRODUCTS MAY NOT BE SWAPPED BETWEEN MANUFACTURERS WITHOUT APPROVAL SPECIAL INSPECTION -- STRUCTURAL ONLY: 1. EXISTING BULKHEAD TO 6. 3625162-43 BRACE AT C.L.W. CENTERLINE OF WALL OF THE ENGINEER OF RECORD. ALL REQUEST FOR EQUIVALENT ANCHORAGE PRODUCTS MUST BE (7) REMAIN. 48 O.C. TOP CONNECTION CUR CLEAR SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO BEING INSTALLED IN THE SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE (2) 2. NEW 362S162-33 AT 16' D.C. PER DETAIL 104. CONIC CONCRETE FIELD. INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" - TVP. 7. 3625162-33 WITH 2-#10 PER 3. NEW BOX BEAM PER PLAN. STUD 4-#10 AT STUDS CONC C.J. CONCRETE CONTROL JOINT SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING CONIC S.J. CONCRETE SAWCUT JOINT UNLESS NOTED OTHERWISE - POST INSTALLED ANCHORS SHALL NOT BE INSTALLED UNTIL JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. 4. (4) #10 - TYP. ATTACHED TO BRACE C.M.U. CONCRETE MASONRY UNIT CONCRETE OR MASONRY MATERIAL HAVE REACHED DESIGN STRENGTH AND HAVE BEEN FULLY SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: 5. CONT. L 1 1/2' x 1 1/2' x 16 8. TOP CONNECTION PER DETAIL CONN CONNECTION CURED FOR A MINIMUM OF 21 DAYS. GA. WITH #10 EACH LEG, EACH 105 OR 106. CONT CONTINUOUS ALL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL. ALL ANCHORS SHALL BE STEEL CONSTRUCTION: STUD. CRSI CONCRETE STITUTE REINFORCING STEEL INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES IN ACCORDANCE WITH THE 1 WELDING: (2) ($) MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS (MPII). ALL ANCHORS SHALL D.F. (D.F.L.) DOUGLAS FIR LARCH TIGHTENED/TORQUED AS REQUIRED PER MANUFACTURERS INSTRUCTIONS AND EVALUATION A. VERIFICATION OF VALID WELDER'S CERTIFICATES. DL DEAD LOADB. PERIODIC VISUAL INSPECTION OF ALL SHOP AND FIELD WELDS. DIA DIAMETER REPORTS. C. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT C2) ON DOWN POST-INSTALLED ANCHORS IN CONCRETE: TESTING AGENCY TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS AND DWG(S) DRAWING(S) REQUIRED DOCUMENTATION SHALL. BE SUBMITTED TO ENGINEER OF RECORD PRIOR TO STEEL (6) (2) (4) E.C. END TO CENTERLINE ALL EXPANSION TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI INSTALLATION. E.E. END TO END 'KWIK BOLT-TZ' EXPANSION ANCHOR PER ICC ESR-1917 OR APPROVED ICC EQUIVALENT. ALL SPECIAL CASES: E.O.S. EDGE OF SLAB EPDXY ADHESIVE TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTIr,'Ilppl A3 _ EQ EQUAL 'HIT-HY 200' ADHESIVE ANCHORS PER ICC ESR-3187 OR APPROVED ICC EQUIVALENT. ALL SCREW 1. EXPANSION, EPDXY, ADHESIVE, AND SCREW ANCHORS: DURING THE PLACEMENT OF ALL EQUIP EQUIPMENT TYPE ANCHORAGE FOR CONCRETE INSTALLATION ONLY SHALL BE PER HILTI 'KWIK HUS-EZ' ANCHORS SHOWN ON STRUCTURAL DRAWINGS. ADDITIONAL INSPECTIONS REQUIRED FOR 16 483 NO SCALE EXP. BOLT (E.B.) -EXPANSION BOLT SCREW ANCHOR PER IGC ESR-3056 OR APPROVED ICC EQUIVALENT. REPAIR DETAILS SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. t1) EXP. JT (E.J.) EXPANSION JOINT WELDING: A. INSPECTION OF HOLE DIAMETER, HOLE DEPTH AND DRILL BIT CONFORMANCE. NOTES* E.W. EACH WAY B. INSPECTION OF HOLE CLEANING WITH WIRE BRUSH AND COMPRESSED AIR. F.F. FINISHED FLOOR C. INSPECTION OF ANCHOR INSTALLATION USING SPECIFIED PRODUCT AND MANUFACTURER'S UNLESS NOTED OTHERWISE, ALL SHOP AND FIELD WELDS PER REFERENCED EDITION OF THE ANIS 1. EXISTING BULKHEAD TO 6. 3625162-43 BRACE AT F.O.M. FACE OF MEMBER STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES RECOMMENDED INSTALLATION PROCEDURES. REMAIN. 48' O.C. TOP CONNECTION �\ F.O.S. FACE OF STEEL AND HAVING DOCUMENTED CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE D. INSPECTION OF EXPANSION ANCHORS SHALL INCLUDE THE VERIFICATION OF THE TIGHTENING 2. NEW 362S162-33 AT 16" O.C. PER DETAIL 104. F.O.W. FACE OF WALL DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING TORQUE THAT IS SPECIFIED BY THE ANCHOR MANUFACTURER. - TYP, 7. 3625162-33 WITH 2-#10 PER N-,\F.R. (FR) FIRE RATED AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. 3. NEW BOX BEAM PER PLAN. STUD 4-#10 AT STUDS GA GAGE (UNIT OF MEASUREMENT) THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR COLD FORMED STEEL CONSTRUCTION: (SEISMIC DESIGN CATEGORY C AND ABOVE) 4. (4) #10 - TYP. ATTACHED TO BRACE.GALV GALVANIZED MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL 5. CONT. L 1 1/2" x 1 1/2' x 16 & TOP CONNECTION PER DETAIL G.S.N. GENERAL STRUCTURAL NOTES BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. 1. PERIODIC VISUAL INSPECTION IS REQUIRED DURING WELDING OPERATIONS OF ELEMENTS OF GA. WITH #10 EACH LEG, EACH 105 OR 106, GLB (GLULAM) GLUED-LAMINATED BEAM THE SEISMIC-FORCE-RESISTING SYSTEM. THE SEISMIC-FORCE-RESISTING SYSTEM INCLUDING STUD. 9. S/H3 EACH SIDE EACH STUD. H.F. HEM FIR COLD FORMED STRUCTURAL STEEL FRAMING: BRACES W HORIZ HORIZONTAL REINFORCING 2. PERIODIC VISUAL INSPECTION FOR SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER 8 2) }- H.S. HEADED STUDS GENERAL: FASTENING OF COMPONENTS WITHIN THE SEISMIC-FORCE-RESISTING SYSTEM, AS LISTED ABOVE. ( ) ( <[ IBC INTERNATIONAL BUILDING CODE Q ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE ICBG INTERNATIONAL CONFERENCE OF 0 0 WBUILDING OFFICIALS PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE REFERENCED EDITION OF INSULATED CONCRETE FORMS ICC INTERNATIONAL CODE COUNCIL "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS (4) �i W ICF AND ICC ESR-3064P DR APPROVED ICC EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. I.F.W. INSIDE FACE OF WALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN (2) r� r) I.O.D. INTERPRETATION OF DRAWINGS YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL JST JOIST HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS __ ,r� Z K(KIP) 1000 POUNDS EXPOSED TO WEATHER AND WHEREVER NOTED. SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). -:D (D { � KLF KIPS PER LINEAR FOOT C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, (f) (5) •�t ��✓✓✓ NM LBS (#) POUNDS SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BE AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO ` LGR LEDGER HILTI SELF-DRILLING AND SELF-PIERCING SCREWS PER ICC ESR-2196, OR APPROVED ICC THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO (2) LGS LIGHT GAGE STEEL EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. r (.� LGSEA LIGHT GAGE STEEL ENGINEERS BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING ASSOCIATION SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN-PLACE LADDERS. SCAFFOLDS, LIFTS (6) L.O.D. LOCATION OF DETAILS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR i < i Z MIL THICKNESS / GAGE NUMBER REFERENCE: SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE F -� LL LIVE LOAD CONTRACTOR'S EQUIPMENT. 0 LLH LONG LEG HORIZONTAL 27 MIL ------ 22 GA 54 MIL ------ 16 GA E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE I L0 LLV LONG LEG VERTICAL 33 MIL ______ 20 GA 68 MIL ______ 14 AND THE APPROPRIATE (2 �-"F�"� (" cv MAS MASONRY 43 MIL ------ 18 GA 97 MIL ------ 12 GA WORK IS JI IN WITH RTHE APPROVED PLANS AND SPECIFICATIONS,AND KNOWLEDGE THE \ ) �✓ / `✓ � 0) MAS C.J. MASONRY CONTROL JOINT WALLS: APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. j (5) ( ) I (3) (5) i MAX MAXIMUM MBMA METAL BUILDING MANUFACTURERS ASSOCIATION STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS MECH'L MECHANICAL NOTED BELOW. TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. I MFR'D MANUFACTURED ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. MFR('S) MANUFACTURER('S) UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS Q MIN MINIMUM AND ISOLATED BEARING-POINTS OF FRAMING MEMBERS ABOVE. BRIDGING SHALL BE INSTALLED SECTION 2 A3 N/A NOT APPLICABLE PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: (2) (7) (5) Q'2 16-483 NO SCALE U N.T.S. NOT TO SCALE O.G. ON CENTER INSTALL BRIDGING AT MID-HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'-0" O.C. O.F.W, OUTSIDE FACE OF WALL MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED OPP OPPOSITE AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE SAFETY AND INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON-BEARING OSHA OCCUPATIONAL SA LJ�I L V U l`�J LJ�.I c�J HEALTH NAL AT TY A PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. ADMPCI PRECAST/PRESTRESSED CONCRETE SSMA STRUCTURAL STEEL STUDS AND TRACKS SHALL BE AS FOLLOWS - TYPICAL U.N.O.: (2)-\ (3) INSTITUTE P.C. PRECAST CONCRETE STUD SIZE-MILS SPACING TRACK SIZE-MILS PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT 3 5/8" - 362S162-33 16" 0.0 362T125-43 rn t PLUS OR MINUS PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOTr7 PTI POST-TENSION DS PER UARE INCH (5) tg) PTI POST-TENSIONING INSTITUTE NO7ES- NOTES, REINF REINFORCING SDI STEEL DECK INSTITUTE 1. STEEL COLUMN. 1. STEEL. COLUMN. SLH SHORT LEG HORIZONTAL 2. 81 BASE PLATE WITH 1 '1/2' 2. 18 GAGE CONTINUOUS STEEL SLV SHORT LEG VERTICAL DIA. MAX. HOLE CENTERED W TRACK WITH HILTI X-U WITH SJI STEEL JOIST INSTITUTE PLATE 1' PENETRATION AT 6' EACH SIM SIMILAR 3. 82 BASE PLATE WITH ONE SIDE OF POST OR 3 UNDERel*O%ASEVION 4/A3 SQ. SQUARE i i (�) 1/2' DIA. x Y EMBED POST 16-483 NO SCALE SSMA STEEL STUD MANUFACTURERS (2) EXPANSION BOLT. 3. #10 SCREW CONNECTION AT ASSOCIATION 4. EXISTING CONCRETE SLAB• (1) EACH STUD. z STD STANDARD (4)(3) 4. EXISTING CONCRETE SLAB ON NOTES: STL STEEL X (4) U TL TOTAL LOAD 3 16 - 11 ftlil, 1. STEEL STUD WALL w T.O.B. TOP OF BEAM (2) 2. CONTINUOUS STEEL TRACK T.O.C.T. TOP OF CONCRETE TOPPING i i WITH HILTI X-U WITH 1` a T.O.D. TOP OF DECK -- - - -- i i PENETRATION AT 16' O.C. o T.O.F. TOP OF FOOTING i (3) 3. #10 END CONNECTION ATEACH ST . T.O.L. TOP OF LEDGER z 4. EXISTING CONCRETE SLAB ON T.O.M. TOP OF MASONRY i i (4) loll GRADE m T.O.P. TOP OF PLATE -- -- -- -- T.O.P.C. TOP OF PRECAST CONCRETE -- T.O.S. TOP OF STEEL T.O.W. TOP OF WALL -------- -- -- ! TPI TRUSS PLATE INSTITUTE i FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL TYP TYPICAL COLUMN AND BASE PLATE SCHEDULE (2) STRUCTURAL NOTES ON SHEET ST-1. T&G TONGUE AND GROOVE UBC UNIFORM BUILDING CODE FE3COLUMN ��7 Ell « !x i C)i (3) THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR U.N.O. UNLESS NOTED OTHERWISE HSS 3x3x1/4 3 1/2 x3 1/2'x1/4 4x4 x3/8 i i N (4) CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF VERT VERTICAL REINFORCING WCLA WEST COAST LUMBER ASSOCIATION PLAN RECORDS SEAL IS AFFIXED J. WRITTEN SIGNATURE. WCLIB WEST COAST LUMBER INSPECTION X - -- -- - 2 PROJECT NUMBER 16-483 PROJECT MANAGER RAD BUREAU _-_ ---__--- -- -- W.W.F. WELDED WIRE FABRIC PROJECT ENGINEER RAD PROJECT DRAFTER JMG WWPA WESTERN WOOD PRODUCTS T1 ASSOCIATION CARUSO - TU RLEY- SCOTT• INC CS w/ WITH C WATER TO CEMENT RATIO SUPPORT COLUMN AT EXISTING CONCRETE SLAB STEEL STUD COLUMN BASE CONNECTION STEEL. STUD WALL BASE CONNECTION consulting structural engineers (�O ' 'D'°'��'�"'` W/0 WITHOUT 15-449 NO SCALE 15-445 NO SCALE � 15-445 NO SCALE 1215 West Rio Salado Parkway, Suite 200 G.S.N. AND Tempe, Arizona 85281 (480)774-1700(774-1701 FAX) G �CAd ©ETA��3 www.ctsaz.com PR - - - - - - - - - - - - - - - - - - - - - - - - - - BEAM (B) SCHEDULE -r1i v _ -- _ _ -�_____ _ - _ - _ = y - - - -- - - - - - - -- a _m �� $9PE 919-01 4 C2 yy MARK SIZE REMARKS �i U C1 C1 OG p N A05 ,q AMBER �2 t � �V� G. SGG B1 Ej 60OS162-43 --- EXPIRES:06-30-16 t [B2 Ejj 100OS162-68 --- I} 362S162-33 AT 16"O.C. TYP. HEADER PER DETAIL 107 TYP. t C1 C1 I � C2 —7� COLUMN (C) SCHEDULE ' 910-01 MARK SIZE REMARKS 05 I 362S162-33 AT 16" rip 0.C. TYP. C2 C1 C� 362S162-43 SEE DETAIL 06 TYP I C1 C2 HSS 3.Ox3.0x.25 SEE DETAIL 07 TYP t i 9 i C2 1 C2 C C1 Cl C2 C1C1 C1 41.95 — 1 C1 1 C1 C1 C1 c2 ! I I HH JJ.4 KK N4 WALLICOLUMN PLAN j'� SCALE: 1/411 = 1'-011 Lu Uj M Q rr 00a - - - - - - - - - - - - - - - - - - - - - - - �-- C!) -` _.�.��-_-_- _ -- - - - --__ -- � -_- -- - - CO � T� � c0 t I � i o2 'P a z rr t 101 Oz0 NOTE: I U) v ♦ i t r-------_—t AHU PER DETAILS 206-208. SUSPENDED CEILING PER DETAILS 201-205 —TYP. t DUCT SUPPORT PER DETAIL 209—TYP. p I I t t I � L-______--i fir- 0 103 v t t I q, 02 1°p M , m t t B1 62 - B1 B2 Bi 02 02 101 r(P 04 ( � I � I I W 4 W CZ HH JJ.4 KK " M FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL STRUCTURAL NOTES ON SHEET ST-1. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOTFOR FRAMING PLAN CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED AM WRITTEN SIGNATURE. A2 T2 SCALE: 1/411 = 1'-0" PROJECT NUMBER 16-483 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER JMG AkCARUSO - TURKEY- SCOTT- INC CS consulting structural engineers P'�O�'}°TYK pM"'°°ATE�` -- 1215 West Rio Salado Parkway, Suite 200 PLANS NS AND Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) ��n W n�Dn nU�� www.ctsaz.com N9 NOTES: NOTES- NOTA NOTES, p PRDF 1. EXISTING BEAM BEYOND. 1. EXISTING CONCRETE OVFR STEEL 1. ANCHOR ABOVE PER DETAIL 1. EXISTING CONCRETE OVER STEEL 1. BEAM PER PLAN. E 2 F400WITH P2785 CLAMPS (1) 2. t 1/2' DIA. x 18 GA. COMP. 2. 3/8' DIA x 2 1/2' EMBED HILTI 204. DECK 2. SIDE, FI SALL AL 5 CUP EACH EACH END. 2 SIMPSON TITEN HD ROD COUPLE HOLES WITH 12 P EACH 3. DUCT BY OTHERS. 3/8' DIA If 2 1/Y EMBED. STRUT TIGHT TO STRUCTURE HUS-EZ SCREW ANCHOR. #10 SCREWS411 � 4. 3/8' DIA THREADED ROD. 3. EYE BOLT. ABOVE. 3. BRACE. STEEL 4 (5) 3. METAL STUDS PER PLAN. (1) 5 P1000 AT 8'-0' O.C. MAX (�) 5. SPLAY WIRE (6) (2) 4. 18 GA. SLEEVE NOTCH OOVER3. 12 GA. VERTICAL HANGER RE 12" (1) 5. (4)4. 3#10 SSCREWS. ( } 4. 362T125-43 METAL TRACK FASTENED WITH ORE v,�a►�y MAIN RUNNER. _ #10 SCREWS AT 12 O.C. ER i I {' 5. HEAVY DUTY CROSS TEE I . 5. BEAM CONTINUES AS OCCURS. �Z 6. DRILL 5/32' HOLE FOR 1/8" ----- _- "-- ---'- ' 6. SIMPSON LTP5 EACH SIDE AT ��!( G. SCO 2 II BOLT AND LOCK NUT AFTER ( } CEILING IS LEVELED. i �) SPLICE z ' gni �n7 2 rT� {�} 7. SPLICE AT CENTER OF COLUMN EXPIRES'06-*16 I 7. 4- 8 GA. SPLAY WIRES AT 45' uu ( ) I I i ONLY. --------- - ---- (7) LOCALE WITHIN 6'-O' FROM 1 1/4' MIN. �r I EACH WALL AND AT 12'-0" _ (4) O.C. EACH DIRECTION - TOP ` •;` �, DETAIL 205. BI. HEAVYCONNECDUTY�NN RUNNER. -------- (2) n n {2} " 9. #12 SCREW. (4) --- (2) (1) (5) (4) 3 NOTE: � ` (4) ( ) (9) A. COMPRESSION STRUT REQUIRED (3) (5) AT EACH SEISMIC RESTRAINT 12'-0" EACH WAY. t1} B. SEE DETAIL 202 FOR l (3) ADDITIONAL INFORMATION. (�) 'L C. LOCATE BRACING WIRES A MINIMUM OF 6' FROM ALL (4) �,Py" HORIZONTAL PIPING OR DUCT WORK. D. SUSPENSION CEILING (5) (�) INSTALLATION SHALL COMPLY (4) WITH SEISMIC DESIGN CATEGORY D REQUIREMENTS. DUCT SUPPORT COLING SPLAY WIRE TO CONCRETE SLAB SEISMIC CEILING DETAIL TOP CONNECTION BEAM TO COLUMN ZW 16-483 NO SCALE 2� 16-483 NO SCALE Zvi 15-449 NO SCALE 15-449 NO SCALE 1� 15-445 NO SCALE NOM- NOTES, NOTES- 1. OT S-1. EXISTING STEEL BEAM. 1. BRACE - TYP. 1. EXISTING CONCRETE OVER STEEL 2. 2. 600S162-43 EACH SIDE WITH 3. 3 O�OODILOW.THREADED ROD - 2-#10 0 EACH STUB. 2. CONTINUOUS 20 GAGE SLIP / 3. SIMPSON L50 TO BEAM. USE (1} TYR (1) HILM X-U TYP. TO BEAM. (1} TRACK. 4. AHD. 3. HILTI X-U (1" PEN.) AT 32' O.C. 1 Awmbl D� 4. STEEL STUD WALL I 1 >r (3) (1) 4. STEEL PLATE 16 GAGE xl'xex6" , 1 AN lay-in ponds shall be secured to the suspension system with two halal-down dips minimum for each tie within a fol -foot radius of the exit lights and exit (2) 6. 2TT10 SCREWS 1 ¢ 5. HATE x-U (1' PEN.) EACH SIDE {3} signs. The contractor will need to install these dips where required HIlrodlq at DisaontMwlt�C -----------------------Z -�Y�.W�=4�_ -;--- -____-- -_--_-- ____-- 7. STEEL STUDS AT 16" O.C. ----------------------------- From a review of the reflected telling plan, there are several locations where the calling height steps. Each level of calling framing will require bracing at a ' maximum of 12 feet on center in each direction. For telling areas less than 12 I I II -- -- ------- feet by 12 feet, the bracing should be located at the runner closest to the i i Z i i (2) (4) I (5) center of the grid I I (6) 11O i 2 I I HHrodc 1 I T 1 1 I I AN spikier heals (drops) shall have 1/2' inch oversize ring, sleeve or adaptor (7) 20T through the calling tie to allow far free movement of the sprinkler pipes ----- -----------_ ____ ____________ I I I I (7) \- I \_(2) ( Section 164 pport for Appendages I 0 I I I (2) For both of these sections, the following Is required. This applies to the exit I I Illumination, light fixtures, air diffusers, exit signs and similar dements. i i (3) I I AN shah be supported directly frau the fixture housing to the structure above 1- ----- ------- J with a minimum of two 12-gage wires located at diagonoNy opposite corners. ---------- Leveling and positioning of fixtures may be provided by the exiting grid. Fixture soI support wires may be slightly loose to allow the fixture to not in the grid I system. I I (4) Cp Surfoce-mounted fixtures shall be attached to the main runner with at least two I \ (4) positive damping devices made of material with a minimum 14 gage. Rotational I I LLJ spring catches do not comply. A 12-gage suspension wire shall be attached to �• each damping device and to the structure above. PLAN - MU SUPPORT COLING PLAN NOTES STUD TO EXISTING BEAD STEEL STUD CONNECTION AT TOP - SUP CONNECTION ~ d ZOB 15-449M NO SCALE �2 15-449 NO SCALE 1� 16-170 NO SCALE 16-483 NO SCALE Q W 0 NOTES-. N4TES,. NOTES, NOTES M 1. 3/8' DIA THREADED ROD WITH 1. WIRE AND STRUT PER DETAIL 201. 1. BACK TO BACK 3625162-43 AT (1) 1. EXISTING STEEL BEAM. :g; (r. n UNISTRUT SEISMIC ROD 2. CROSS RUNNER. 6'-0' O.C. 2. STEEL ANGLES exext/4" M STIFFENERS. CUPS AT 12' O.C. 3. MAIN RUNNER. 2. #10 AT 12" O.C. HIGH AND LOW. SNUG TO EACH SIDE OF T.S. o O C1) TV CONNECTION PER DETAIL 4. SEISMIC LOCKING PIN. 3. EXISTING BEAM. COLUMN. 2011. 4. STEEL STUD WALL 3. STEEL COLUMN PER PLAN. 2 AHU WITH 1/2' DIA BOLT EACH 5. 362S162-33 EACH SIDE OF 4. 1/2' DIA. BOLT, DING THREADS CORNER M UNISTRUT. STUD WALL WITH 2-#10 EACH AFTER TIGHTENING. (� (2) 3. UNISTRUT PI OOO BRACE. (4) {�) STUD AND CROSS ME 43M 1 4. UNISTRUT ANGLE FETnNG. 6. SIMPSON L30 EACH SIDE, EACH {2} (�"� II �� 5. PIODO UNISTRUT. {3} (2) END WITH X-U TO BEAM. < W z Lr r- }f0 ----------------- P - II 1 1 -17 II `y✓ a_ rdEl (3) 1 , C � CC0 ( ) 3 16 4 t t (3) (2) O U UX ;p; ; (3) (5) (4) ; I I I (2) (3) MU SUPPORT SEISMIC CEILING DETAIL STUD WALL TO EXISTING BEAM BEAM CONNECTION AT TOP 15-449M NO SCALE ( OCAP15-449 NO SCALE 16-170 NO SCALE 11-348 NO SCALE NOTES- NOW-S, x NOTES, 1. UNISTRUT ANGLE FITTNG WITH 1. EXISTING CONCRETE OVER STEEL 1. STEEL STUDS AND TRACK. 1/2' DIA. BOLTS. DECK. II I II (1) 2. FULL HEIGHT JAMB STUD. 2 BRACE PER DETAIL 207. 2 COMPRESSION STRUT, COPE i i i ' 3. (2) f10 - TYP. 3. UNISTRUT P1001. AROUND HHDCA. I I , 1 (2) 4. STEEL STUD LINTEL PER (4) 4. EXlS1NG STEEL BEAM. {3) 3. HIL71 HHDCA CEILING HANGER, i i i „ BELOW. 5. UNISTRUT P2867A - TYP. 1 1 1/4` EMBED. ' - --------------1 i (3) 5. SINGLE STUD UNDER LNTE L 6. THREADED ROH) PER (1) 4. COPE FLANGE AND BEND. --- --------------- TYPICAL INSTALL DOUBLE DETAIL 206. INSTALL HN_TI X-U SHOT PIN I , STUD AT OPENINGS GREATER � 3/4' PEN. '. THAN 5'-0'. _ ¢_ te=n Q= ,-=n 5. 3 TURNS. ��--- -- - --------- I I 6. X10 AT 12' O.C. - TMP. (3) __-__ __-__ __-__ I 1 I I 7. 3625162-33 BOXED. 1 II _- ---- li------ ------� ----- -- I n t ca ROUGH I OPENING WIDTH m (6) (2} I I 4-0 MAX. n , i (�) NOTE: (4) , V 11 Q i A. VERTICAL STUD TO STUD I CONNECTION PER TYPICAL DETAIL FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED, SEE GENERAL ' I B. FOR CONNECTIONS NOT STRUCTURAL NOTES ON SHEET ST-1. (�) I i SHOWN, SEE TYPICAL STUD (2) (6} DETAIL AND G.S.N. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRE.UMINARY -NOT FOR I I CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF N (7) RECORD'S SEAL IS AFFIXED AM WRITTEN SIGNATURE. Q (4) PROJECT NUMBER 16-483 PROJECT MANAGER RAD ( SECTION PROJECT ENGINEER RAD PROJECT DRAFTER JMG CARUSO • TURLEY• SCOTT- INC T3 TOP CONNECTIONS COUNG WIRE TO CONCRETE SLAB TYPICAL LINTELS IN STRUCTURAL STEEL STUD WALL MWTOrrlt LIVATE 120444 208 15-278 NO SCALE Z� 15-449 NO SCALE 1�? 16-483 NO SCALE consulting structural engineers ((�� @��pp((��y�ppp e 1215 West Rio Salado Parkway, Suite 200 STRUM ll URAL Tempe, Arizona 85281 (480)774-1700 (774-1701 FAX) ©��„�� www.ctsaz.tom /� ELECTRICAL SYMBOLS ELECTRICAL NOTE LEGEND SECURITY SYSTEM SYMBOLS AND NOTES NOTE: ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB DUPLEX ELECTRICAL RECEPTACLE WITH LOCATIONS -- COORDIN&V..= PLANS- BY G.C. UNLFSS.Qa=ISF NOTED ACONTACT ALARM DEVICE IN WALL OR CEILING WITH PASSIVE INFRARED MOTION DETECTOR WITH ADJUSTABLE 3 N ALL THREAD ROD ONE EA. FRONT R PLATE TO MAT A FINISH COVER PLATE TO MATCH STOREFRONT TRIM P HEADS -- WALL MOUNTED AT APPROX. 10'-0" A.F.F. iso ( T AND TO TCIAT ISOLATED GROUND QUADRUPLEX RECEPTACLE E 1 UPPED GRILLE KEY SWITCH MT'D. FLUSH IN STOREFRONT ON MALL AND STORE INSTALL ON STORE SIDE OF GRILLE DESIGN CRITERIA: g Mp 1RUT7 SIDE OF GRILLE AT HEIGHT INDICATED-- SEE MOUNTING DETAIL #7/A3 PASSIVE INFRARED MOTION DETECTOR MOUNTED AT MASTER SECURITY SYSTEM PANEL, WALL MOUNTED { ISOLATED GROUND DUPLEX RECEPTACLE INSTALLED A -S� RE \ E2 EMERGENCY GRILLE RELEASE MT'D, FLUSH IN STOREFRONT AT HEIGHT CEILING ( 180 OR 360 DEGREE RANGE ) ❑ SUPPLY 2 GANG JUNCTION BOXES -� APPROX 24-X24" W/C8�11ER OF GRAVTTY SHOWN TO CENTER OR,& HOLD-UP ALARM DEVICE AT MALL LOCATIONS n AUDIO ZONE EQUIPMENT - CONFIRM MT'G. REQUIREMENTS A7�IERIC �� AL JL DUPLEX RECEPTACLE IN WALL AT 18" A.F.F. - TO USE AS OPTION FOR INTERVENTION BUTTON AT OFF-MALL LOCATIONS CJ WITH STERLING REPRESENTATIVE (WHERE APPLICABLE) SINGLE POLE LIGHT SWITCH MOUNTED AT 42 A.F.F. E 3 LOCATING MOBILE ULTRASONIC CLEANER UNIT -MAX 70MON- 3221 w SEISMK, 200#NON-CYC A ALARM BELL IN STOCK ROOM © SAFE COMPLETE -MAX VtRTICAL SHEAR- 28#WITY� -saw (2) fI0 SCREWS BRACE E-4 DUPLEX RECEPTACLE BY F.C. FLUSH IN SHOWCASE FACE AT 18" A.F.F. -BRACKET ANC"OR BOLT: TO gE N STMMOTION SENSOR LIGHT SWITCH MOUNTED AT 42 A.F.F. - TO USE AS OPTION FOR LOCATING MOBILE ULTRASONIC CLEANER UNIT BRACE BUILD--OUT TO + MAGNETIC DOOR SWITCH MOUNTED AT TOP OF BUZZER MT'D. AT 84" A.F.F. IN STOCK ROOM CONNECTED STRUCTURE ABOVE WITH SINGLE POLE LIGHT SWITCH IN SALES AREA E—� 3/4" CONDUIT THRU SLAB WITH END UP 1-1/2" A.F.F. FOR POWER TO REAR DOOR -- CONNECT TO BUZZER IN STOCK B❑ TO MAGNETIC DOOR SWITCH AT REAR DOOR (WHERE 3-5/B' 20 GA METAL 2'-0" MAX CONNECTED TO LIGHTING CONTACTOR IN STOCK ROOM. SHOWCASE - REFER TO ROUTING METHOD NOTES tr-i ROOM (WHERE APPLICABLE) APPLICABLE) MAXAXAXIAL�87% MOUNT AT 48" A.F.F. TO CENTER. CONTACTOR TO I E..6 1 (2) 3/4" CONDUIT THRU SLAB WITH ENDS UP 1-1/2" A.F.F. FOR DIGITAL VIDEO RECORDER AND MONITOR FED VERIFY ALL DUSTING 2x2x16 GA CUPS W/(2) CONTROL OVERHEAD LIGHTS IN SALES AREA. POWER AND TELEPHONE TO SHOWCASE - REFER TO ROUTING METHOD (WHERE APPLICABLE) L=N CAMERA (WHERE APPLICABLE) CON017 NCIES;>�Tt£AARtMITIECT. TRANSFORM BOLT JIO-16 EA. LEG TELEPHONE OUTLET (SINGLE) - CONDUIT BY NOTESDISCRE " PROVIDED WALL E 6/B" x 20 6A BIACI(NG JACK AND FINAL RY TENANT FE-7 (2) 3/4 CONDUIT THRU SLAB WITH ENDS UP 1-1/2" A.F.F. FOR 1. ELECTRICAL CONTRACTOR TO SUPPLY AND INSTALL CONDUIT FOR SECURITY SYSTEM AND JUNCTION BOXES FOR EACH DEVICE C BRACKET 3/4' PLYWOOD (2'x2" AS Q DATA OUTLET (SINGLE) - CONDUIT BY E.C. JACK NOTES POWER AND SECURITY TO SHOWCASE - REFER TO ROUTING METHOD AS DIRECTED BY THE SECURITY SYSTEM INSTALLER. THE SECURITY SYSTEM INSTALLER SHALL PROVIDE ALL WIRE, AND WIRE TO BE E1 RETyD,) AND FINAL CONNECTION BY TENANT INSTALLED IN CONDUIT BY ELECTRICAL CONTRACTOR. DEMtW WALLE rB TELEPHONE AND DATA OUTLET (DOUBLE) - CONDUIT 78 (3) 3/4" CONDUIT THRU SLAB WITH ENDS UP 1-1/2" A.F.F. FOR 2. NOTE: LOCATIONS OF ALL SECURITY SYSTEM OUTLETS ARE APPROXIMATE AND ARE TO BE CONFIRMED BY THE SECURITY TO REMAIN M01OR BOLTS BY RY _ POWER, TELEPHONE AND SECURITY TO SHOWCASE - REFER TO ROUTING SYSTEM REPRESENTATIVE AT THE JOB SITE. 18" TO 24' MANUF TO METAL SM E1 METHOD NOTES IN01 3. SECURITY SYSTEM CONDUIT IS TO BE INSTALLED AND WIRE PULLED AT LEAST SEVEN (7) DAYS PRIOR TO THE OPENING OF ® SIGNATURE CAPTURE DEVICE BY TENANT{2}BRACKEM BY E-9 (2) 3/4" CONDUIT THRU SLAB WITH ENDS UP 1-1/2" A.F.F. FOR THE STORE TO ALLOW THE SYSTEM INSTALLER ADEQUATE TIME TO INSTALL, CONNECT AND TEST ALL DEVICES. TRANSFORMER YANUF. w [3 5/8' x 20 GA BLOGONG � BOOSTER UNIT FOR SIGNATURE CAPTURE DEVICE POWER TO SHOWCASE REFER TO ROUTING METHOD NOTES OF 4. SAFE UNIT REQUIRES A MINIMUM OF 4" CLEARANCE ON ALL SIDES, TOP AND BOTTOM. G.C. TO NOTIFY SECURITY SYSTEM (MOLNTw� ' � T E-10 (3) 3/4" CONDUIT THRU SLAB WITH ENDS UP 1-1/2" A.F.F. FOR INSTALLER THREE (3) DAYS PRIOR TO INSTALLATION OF THE SAFE TO ALLOW FOR SECURITY SYSTEM INSTALLATION. BRACKET AT 8'-O' AFF.} POWER AND SECURITY TO SHOWCASE - REFER TO ROUTING METHOD 6) #10-16 HWH OVERHEAD GRILLE MOTOR WITH SAFETY SWITCH NOTES 3-5/B" 20 GA DRYWALL ROW, AND (4) VERT. AT E11 (3) 3/4" CONDUIT THRU SLAB WITH ENDS UP 1-1/2" A.F.F. FOR GENERAL ELECTRICAL NOTES A.A. F+Aox 20 GA a 1C EXISTING DEMSNG WALL 4�`/ GRILLE KEY SWITCH-HEIGHT SHOWN IS TO < POWER AND TELEPHONE TO SHOWCASE - REFER TO ROUTING METHOD SCREWS - REFER TO 3'-0' P.A.F TRACK TO QC. TO 10'-6' A.F.F. NOTES 1. ALL ELECTRCAL WORK SHALL CONFORM TQ NATIONAL AND LOCAL. ELECTRICAL SAFETY CODES. SECTIO! FOR MORE CONG FLOOR PLYWOOD FOR SEAIRITY ANDTANK-TYPE INFORMATION o E12 DUPLEX RECEPTACLE BY F.C. AND PHONE JACK BY TENANT MT'D. BELOW 3/4' PLYWOOD - DATA/"ONE BAt2cBOARD - SEE � GAL.} - SEE SPEC SHEET PULL-OUT SHELF 2. ALL ELECTRICAL EQUIPMENT SHALL BE U.L APPROVED AND BEAR THE U.L STAMP AND SHALL BE COMMERCIAL GRADE SHELF BRACKET BY REFER 70 SECTION DETAIL ON SHT. J3 FOR MORE _ _ HOT R HEATER _ SEE 3. VERIFY ALL EXISTING EQUIPMENT AND CONDITIONS. NOTIFY TENANT OF ANY DISCREPANCIES. NO ALLOWANCE WILL 8E MADE FOR MANUF INFORMATION BOTTOM BACKBOARD AT 3630-33 (��) W/ �H SPEC SHEET E-13 DUPLEX RECEPTACLE BY F.C. AT 18" A.F.F. ADJACENT TO PAD SLOTS _ -- FINAL CONNECTION TO BE ON A SEPARATE CIRCUIT FROM WORK ARISING OUT fA�URE TO DO SO. 2' A.F.F. °° FIANCE S711D THERMOSTAT (MOUNT AT 48" A.F.F.) SHOWCASE LIGHTS (TYPICAL FOR ALL SHOWCASES) 4. LAY-OUT OF ALL CEILING RXTURES TO BE VERIFIED WITH TENANT PRIOR TO ACTUAL. ROUGH-IN. 5/B' DRYWALL TO 10'-0' AFF. w E 14 QUAD. RECEPTACLE AND DATA JACK BY F.C. FOR 'CASS' SYSTEM ,.+'�`�• 5. F.C. WILL PRE-INSTALL ALL RECEPTACLES IN AND NON-DED€CATED RECEPTACLES IN SALES DESKS - E.C. TO B PLAN VIEW C SECTION 0.146' DIA. X 1' P.A.F. QUADRUPLEX ELECTRICAL RECEPTACLE WITH ALTERNATIVE LOCATIONS (TYP. AT STOREFRONT CASE CORNERS) TO BE r0 PROF 1 EACH SIDE EACH STUD 4 3' SPACING ON SEPARATE DEDICATED CIRCUIT -- FINAL CONNECTION BY E.C. PROVIDE ANT) NSTALL ALL DEDICATED RECEPTACLES IN SALES DESKS / P.O.S. LOCATIONS. E1 E1 j4j TOTAL MN 2500 PSI CONC. . FLOOR MOUNTED OUTLET WITH BRONZE CARPET IE-15 GG►IN��R ��?r 6. E.C. TO MAKE ALL ELECTRICAL CONNECTIONS, INCLUDING SALES DESKS, SHOWCASE LIGHTING AND POWER AT CASE JOINTS AND � QUAD. RECEPTACLE BY F.C. MT D. WITHIN GEMSCOPE UNIT � BAIIASTS, DISPLAY WINDOWS AND UGHT' BOXES. A TRANSFORMER MOUNTING DETAIL ) JUNCTION BOX FE---167-1 G.F.I. DUPLEX RECEPTACLE AT 18" A.F.F. FOR DRINKING FOUTAIN 58564 7. E.C. TO MAKE ALL ELECTRICAL CONNECTIONS FROM GRILLE MOTOR TT) ELECTRONIC GRILLE SECURITY LOCKS PER GRILLEE1 E 17 DUPLEX RECEPTACLE BY F.C. AND PHONE JACK BY TENANT FOR MANUFACTURER'S SPECIFICATKNS. E.C. SHALL CONTACT GRILLE MANUFACTURER TO SET DATE AT LEAST THREE DAYS BEFORE no scale JJUNCTION BOX IN WALL FOR CONNECTION TO PRE-WIRED PULL-OUT TRAY AT FURTHEST END FROM SALES DESK STORE OPENING FOR GRILLE MANUFACTURER TO SET LIMITS AND MAKE FINN. INSPECTION OF GRILLE ON E18 DUPLEX RECEPTACLE MT'D. IN SCD UNIT BY F.C. Q & EC. SHOULD CONTACT THE PROPER MANUFAC'TURER'S DM RWTOR FOR LOW VOLTAGE INFORMATION AS REQUI6,RED. CASH REGISTER BY TENANT SCD ON SHOWCASE. IT CAN ONLY BE 5' MAX. BETWEEN THE MINI/MINI p�"( � 14,y.�+� .Q. 9. E.C. TO PROVIDE SEISMIC BRACING FOR ALL LIGHTING FIXTURES AS PER LOCAL CODE REQUIREMENTS. FE-1-9SINGLE POLE LIGHT SWITCH IN SALES AREA CONNECTED REGISTER AND THE SCD. 10. EMERGENCY LIGHTING TO HAVE A REMOTE BATTERY PACK, EXIT LIGHTS ARE 70 BE SELF-CONTANED, �2 TO LIGHTING CONTACTOR IN STOCK ROOM. MOUNT AT 48 A.F.F. TO CENTER. CONTACTOR TO CONTROL SHOWCASE E 20 2" DIA CONDUIT THRU SLAB FOR SCD EXPIRES 12/31/16� 11. E.C. MUST PROVIDE A 5'-0" FLEX CONDUIT WITH WIRING EXTENSION FROM BOTH FLOOR AND WALL STUB-UPS FOR FINAL HOOK-UP TO - LIGHTS, WALE.-WASHERS, AND LOGO LIGHT BOXES. E21 PROVIDE RECEPTACLE BY F.C. IN BASE FOR BOOSTER - RUN CORD SS' FROM BOOSTER TO 'SCD' ALONG UNDERSIDE OF BASE RECESS - DO 12. E.C. TO COORDINATE CA ELECTRICAL STUB-UP LOTIONS FOR FIXTURE INSTAUAMON WITH F.C. TEMPLATE ------- CONDUIT (3/4" UNLESS NOTED OTHERWISE) NOT EXCEED 10 TODD A. PETERSON 305 2ND STREET NW Cfl FE---22-1 DUPLEX RECEPTACLE BY F.C. IN RECESS AT REPAIR AREA SUITE 105 NEW BRIGHTON, MN 55112 t--i EMPTY 3/4" PLENUM RATED CONDUIT WITH PULL WIRE N E.C. NOTE: CONFIRM " FOR TELECOMMUNICATIONS EQUIPMENT BY E.C. SEE SHEET #FE1 FOR "OFFICE DESK" AND/OR "SIS DESK" OUTLET PHONE 651-632-2300 ELECTRICAL STUB UP POINTS [E-23--1LOCATIONS IN WALL AND CABINETS SHOWN FOR SHOWCASES +s EMPTY 3/4" PLENUM RATED CONDUIT WITH PULL WIRE 00 AND SALES DESK WITH THE FOR 'MUZAK' SYSTEM SPEAKERS BY E.G. E 24 NOT USED. 0 F.C. SUPPLIED SHOWCASE/SALES DESK ( SPEAKER (MT'D. IN CEILING) E-25 OUTLET FOR OVERHEAD CABINET. SEE SIS DESK DETAIL ON SHEET FE1. rr TEMPLATE -- LOCATIONS `✓ I � SHOWN ON TEMPLATE CEILING EXHAUST FAN FE-26 SEE GENERAL ELECTRICAL NOTES AND SHEET FE1 FOR RECEPTACLE Q SUPERSEDE THOSE ON THIS INSTALLATION REQUIREMENTS -- FINAL CONNECTIONS BY E.C. rr PLAN. © ELECTRICAL PANEL FE-2-7 (6) 3/4" CONDUIT THRU SLAB, 1-EACH FOR DESK POWER, POWER Ll AND DATA LINES TO BOTH REGISTERS, AND SECURITY W 0 0 �.I DISCONNECT SWITCH E-2$ CHECK IN POWER AND DATA. SEE CHECK IN DETAILS ON SHEET #FE1.-29 W U) - ® WITH STERLING'S REP FOR REQUIREMENTS TELEPHONE EQUIPMENT PANEL -- COORDINATE E (5) 3/4" CONDUIT THRU SLAB, 1-EACH FOR POWER LINE AND DATA LINE TO REGISTER, PHONE, SECURITY AND DESK POWER W WER Z LIJ TRANSFORMER FE--30-1 ANDS/4- CONDUIT THRU SLAB,AND UNE TO EACH CASH REGISTER, TELEPHONE CH FOR DESK OANDWER�SEOCURITY � Q O T CUSTOMER ASSISTED SELLING SYSTEM BY TENANT -- E 31 CONTACTOR SWITCH 1 AND 2- MOUNT AT 48" AFF COORDINATE WITH STERLING'S REP FOR REQUIREMENTS FE--32 AIR HANDLING UNIT AHU-1: 18.83 MCA, 480 VOLT, 3 PHASE BY OTHERS. CONDUIT Y E.C. ELECTRICAL CONTRACTOR TO PROVIDE 30 AMP, 3 POLE NON-FUSED -1-1/2• MAX DISCONNECT SWITCH AT UNIT. PROVIDE GFl RECEPTACLE AT UNIT. © W 77 PROVIDE DUCT SMOKE DETECTOR IN RETURN AIR DUCT, COORDINATE WITH L- 3/8' TILE ON 518' MECHANICAL 0 a Lf) DRYWALL CABLE E-33 G.F.I. DUPLEX RECEPTACLE AT 18" A.F.F. FOR FAUCET = M LLE CONTACT E-34 G.F.I. DUPLEX RECEPTACLE AT 42" A.F.F. c +/ y E-35 PROVIDE 30 AMP, 1 POLE DISCONNECT SWITCH FOR CONNECTION TO WATER Q T E—,4i 1 E— —9 HEATER. 2.OKW AT 120 VOLT 1 PHASE. VERIFY LOCATION, MAKE ALL � PANEL -1 LV-�20(REC) CONNECTIONS 0{ E 6T TELE., SECURITY AND ELECT. EQUIP. - REFER TO SHTS. #E3 & E4 L-17 E_,2 E-40 1 �„ TILE F� FOR RISER DIAGRAM AND SPECS. � E-37 PROVIDE DUPLEX RECEPTACLE FOR MICROWAVE. VERIFY LOCATION (� _ -.-- 60wF1 +t s TO PHON D R ILL CONTACT E 38 PROVIDE DUPLEX RECEPTACLE FOR REFRIGERATOR. VERIFY LOCATION .,- PAN E-48 E 39 PROVIDE DUPLEX RECEPTACLE FOR BUFFER. VERIFY LOCATION L-32 1 �'N'f E-40 MEDIA PLAYER 18" SEE ELEVATION FE-2. REVISIONS E 13 L-24 +90 I 18' E-13 ( L-14 j L- _ __-_____- ____ -_____ _ ___-____. ____ _ �___.___ I ALL MOUNTING HEIGHTS ARE E�41 LOCATION dF 3/4" CONDUIT UP TO CONNECTION FOR (4) 'MUZAK' -19 L-20(REC) -- _ --- - r r E-33 4 w -21 _-_ - - - E-45 - -3 TO THE CENTERLINE OF SYSTEM SPEAKERS FROM AMPLIFIER AND TAPE DECK ON SHELF UNIT — — — -r — — — — FIRE ALARM NOTE: OPERABLE PART OF DEVICE. E-42 QUAD RECEPTACLE FOR 'MUZAK' SYSTEM AT 48" A.F.F. —29 L-10(PWR ---_--- ( THIS NOTE TO SUPERSEDE L 4 ANY OTHER MOUNTING E-43 NOT USED. -T.G.C. SHALL EMPLOY LANDLORD'S FE--35--J-- E-1 7 FIRE ALARM CONTRACTOR (LANDLORDS INSTRUCTIONS. PROVED CONTRACTOR RE E�44 3/4" CONDUIT THRU SLAB TO CONNECT REMOTE KEY SWITCH TO MOTOR AP CTO FOR FI w a I ° E-31 } E� ACCESSIBLE J-BOX FOR SIGN-SEE BRIDAL WALL DETAILS ON SHEETS 48 _3 L ALARM WORK IS LEMBERG ELECTRIC) TELEPHONE CONDUIT NOTE: w L - - - - -- -- - -. --- - - -_ - - ... --- --- - - TO INSTALL FIRE E.C. TO PROVIDE EMPTY FE2. 1$ E-38 L-2 L-26,, - - - - - � ) r " --1 y ..+rrr� ALARM/INITIATION/OCCUPANT 3/4 CONDUITS NTH PULL EET I -- - - STRING FOR T-" J. E�46 NOT USED. NOTIFICATION SYSTEM (INCLUDING 7 `— _ I 2 _ _ _ _ VOICE ANNOUNCEMENT EQUIPMENT) AT TELECOMMU (CATION SYSTEM r1--1L_12 - - I� _ - -`- =j HIS EXPENSE. WORK SHALL INCLUDE WHERE SHOWN BY SYMBOL LEE] T - - I RUN CONDUIT FROM STUB 7 BRIDAL WALL OUTLETS AND DATA JACKS. SEE BRIDAL WALL DETAILS ON - TIE-IN TO MALL SYSTEM AND ALL E-4 EXi511NG ;: / , L-32 EQUIPMENT AND INSTALLATION UP AS INDICATED TO POINT SHEETS FE2. I I, RELOCATED --- --- - --- H - - PANEL"H' -- - E 25 $r Ir , TO \PH�IE i ( I -- t I I; - I j REQUIRED IN TENANT SPACE TO ABOVE CEILING AND BACK P TO TELEPHONE PANEL IN E�48 PROVIDE DATA AND DUPLEX OUTLETS MOUNTED TO SIDE OF UNIT FOR 3 i18w -1»3,5'; �- E-13 I E— 6 ,� - - - E-49 PROVIDE A SYSTEM WHICH FULLY MONITOR. VERIFY EXACT LOCATION PRIOR TO BID. _— COMPLIES WITH MALL DESIGN CRITERIA STOCKROOM NO EXTRAS AX PANEL 4(i.? 4. .T-- -� — I --) --- = - - - - -I - SHALL BE ALLOWED FOR ..° -- - � C' �----L - -" - ---" -- � - AND MEETS ALL LOCAL CODES. " " " " 1#12 ! % OUTLET IN WALL SEE JANE SEYMOUR AND/OR L�E�JIAN DETAILS ON E 26 I { FAILUE TO PROVIDE �E,4�9 / GND UNIT I I' TO PHON ! ' _� ( CONDUIT INQICATED. SHEETS FE1 & FE2. EXISTING E-39 I i IREC PANE . -- - - ! - - - - - - - - - - - - 30 KV I I '�� — — — — -L A4 E 50 NOT USED. RELOCATED I I�1-7 �� XFRMR C I \ ( ''' TO EXISTING E-27 TYP OF I I -1 s {"�� E 29 °' L-g E :.::. RELOCATED :•;: $" E-1 _ NOT USED. PANEL L :, I_ T MAX L- L-14 -121 EC) E 17 . -(12,14R ) - -!� ""r -- } L- E-51 :. " P 27 r I _ c �:.. — E-52 OUTLET/SWITCH AND COVER PLATE TO BE WHITE _ flLFI �,r w• - - MOUNT EDGE OF RECEPTACLE AT 4" OFF (41, `J I 18" +2 X14' — — — — — — — - — E 53 39" A.F.F. TO CENTERLINE RECEPTACLE.EMOUNT NDATA OUTLET MONITOR AND - - - - -- - - - E� - - - R 0 U TI N G METHOD NOTES DIRECTLY ABOVE RECEPTACLE. EF-28 DED /I E-4 E " E-4 L- Ec) E-48 E 54 NOT USED. CHANNEL ONLY WHEN SLAB IS POURED ON GRO NID LEVEL E-55 NOT USED. E-52 yy E TYP OF 2 \ 11 -Z 6 NO �lCILD PEmtirtfe L-4 �G G" D /` E 2 H H J J.4 K K) CORE ORILUI G of CONCFFM SLAR -- L-6 CORE DRILL ONLY WHEN THERE IS OPEN AREA BELOW SPACE WHEN CONDOR LS IOM DMILL D THRU TO PHONE "` CONCREIE IT MUST BE SEALED. G.C. Tip X-RAY SLAB PRIOR TO CORE DRILLING IN ORDER TO AVOID PANEL q L1'1CNANMEICONCRETE JTiAI mom, E 1 POWER PLA N ABSOLUMY NO CHANEUNG OR CORE DRILLING OF SLAB SFWl BE DONE WITHOUT USING THE F.C. E1 1 f4" s 1'-0" SUPPLIED SHOWCASE OR SALES DESK 'TEMPLATE FOR COORDNATKMd -- G.C. TO DOW ALL CONDUIT PROTDTb1+E UPDATE 12A%114 IS FULLY CONCEALED BY SHOWGASIVSAUES DESK. ELECTRICAL FLOOD pfd IM ELECT. DETAU AND NOT E$ MUSIC SYSTEM NOTES: SPEAKER WIRE, NOTE ALL LIGHTS DESIGNATED WITH A LETTER LIGHTING N ,/ SPEAKERS AND INSTALLATION BY MTI FOLLOWED BY '1W ARE TO � WIRED AS NIGHT 2014 KAY LIGHT FIXTURE SCHEDULE (REVISED TO CLP SPECIFICATFIXIUREIONS) FIXTURE COORDINATED BY TENANT LIGHTS TYPICAL OF 6 o-OMIL' E CTs 4PEActuww+uF R ORDER NUMBER S a/RE Lw gra. autAsT WATT,E wA Noyes cfr. LENS RIBS GO - FRONT TO BACK 1, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TI] FOCUS AND ADJUST 5-04,2 S-Q4,2RES FDMW uTItttt STRIP METALUX MODEL OSRAM SYLVANIA OSRAM SYLVANIA 120 32 50 /4 3 OF SHOWCASE ALL ADJUSTABLE FIXTURES PER THE INSTALLATION GUIDE BOTH VERTICAL AND OLOR SNM2-UW-OS-QHE2X MWSL%-U F032/e35/XPS/ECO WE2x32/M/UNV-ISL HORIZONTAL ADJUSTMENTS MUST BE LOCKED. �—+ RIFY L ElNGT11S) NOTE THE E.C. MUST CONDUCT A LINE -- FRONT OF SHOWCASE S-ee4 S-04 SURFACE MOUNTED ME7ALUX MODEI.f OSRAM SYLVANIA OSRAM SYLVANIA 120 32 25 1 VOLTAGE SURVEY AT THE COMPLETION OF 2 REFER TO ARCHITECTURAL DRAWING A5 FOR CASEWORK LOCATIONS. CONTRACTOR TO t CR-132A-UNV-OS-0HE1X32TBUNViSLSC-U F032/&35/XPS/ECD ONE1x32/T6/UNV-ISL CONSTRUCTION -- A WRITTEN RESULT OF LENS RIBS FIELD-VERIFY ALL DIMENSIONS FOR LIGHTING LAYOUT. NOTIFY STERLING PROJECT CKA KA REcEssm LED Dowty 4. -Gz - - i THE SURVEY MUST BE SUBMITTED TO THE CKA CKA LE SIDE TO SIDE MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. FOR SHOWCASES, WITH AMERLUX SPREAD LENS-E4.75RD-G2-F-10'-3300 WITH 2 35OOK, 80+ CRI, _-_ 12D --- 33 20 {-0--1 {-0 1 SPREAD LENS 4-V nPMM STEP MACADAM ELLIPSE, OEM ALM REFLECtOf 2100 LUMEN MIN. "STERLING" REP. AS A CONDITION OF OF SHOWCASE 3, THE E.C. MUST CONDUCT A UNE VOLTAGE SURVEY AT THE COMPLETION OF CKA1 KAI RECESSED LED DMUC44T - - - - INTEGRAL LED, FINAL PAYMENT. { CORRECT ____ CORRECT i INCORRECT ___ ! FOR SHOWCASES, SPOT AMERLUX LENS-E4.75RD- 3500K. 80+ CRI, __ 120 _-_ 33 19 I— J BACK OF SHOWCASE CONSTRUCTION -- A WRITTEN RESULT OF THE SURVEY MUST BE SUBMITTED TO THE „ • • WITH BELIEF LENS 4.1'J' G2-F-10'-3500 WiTH 2 STEP MACADAM E11IP5E, 2100 LUMEN MiN. STERLING' REP. AS A CONDITION OF FINAL PAYMENT. NOTE: IT IS THE RESPONSIBILITY OF THE INTEGRAL LED, CKB KB RECESSED LED LENSED MODEL�E4.75R-G2-33MAX-LED-120-E4.75RLW- ELECTRICAL CONTRACTOR TO FOCUS ANDFOR ALL ISSUES INVOLVING LIGHTING DESIGN, INCLUDING LOCATIONS, LAMPS AND/ OR a, ND+ � AMERLUx ELLIPSE, CLEAR 3500 WITHREFLECTOR 2 STEP MACADAM 1m LUMEN�. -- 1� ___ � 0 ADJUST ALL ADJUSTABLE FIXTURES PER THE rA_'� TYPE CKA LENS ORIENTATION FIXTURES, CONTRACTOR SHALL CONTACT STERLING PROJECT MANAGER (BICE "'� `� °� "`�"` DELIVERED INSTALLATION GUIDE. BOTH VERTICAL AND PROJECT INFORMATION SHEET 1 , CKD Ko RECESSED LED MODEL#E4.75RA-G2-F-33M0-LED-120-SP(1v �• E� �' w , • � ) ADJUSTABLE ACCENT AMERLUX SPOT)-COLING-3500 WITH 2 STEP MACADAM 35OOK. 80+ CRI, --_ 120 33 14 HORIZONTAL ADJUSTMENTS MUST BE LOCKED. 1�2 1 -0 0+ f► +.7VAPERRM ELLIPSE-E4.75RA-G2-F-SDC, CLEAR ALZAK 1950 LUMEN MIN. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. ALL WRITTEN DIMENSIONS HAVE REFLWDR NOTE-TRIM MUST WORK IN BOTH Gff.DELIVERED NOTE: ALL LIGHTS DESIGNATED WITH A PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL VERIFY AND BE BOARD AND GM CUM WITH NO RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND MUST NOTIFY MODIFICATIONS LETTER FOLLOWED BY '/NL' ARE TO BE STERLING PROJECT MANAGER OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS CKE RECESSED LED MODEL#E4.75R-G2-F-33MAX-LED-120- INTEGRAL LED, WIREDA NI HT HT I F 7 SHOWN ON THESE DRAWINGS ALL CEILING LOCATED ITEMS MUST BE COORDINATED WITH W DOWNUGHT FOR AMBIENT AMERLUX LENS/E4.75 RD-G2-CL-C-VWF-3500 WITH 2 3500K, 80+ CRI, --- 12D 32 33 3 STERLING PROJECT MANAGER. LOCATIONS OF LIGHTING EQUIPMENT TAKE PRECEDENCE REQUIRE DAMP RATING STEP MACADAM ELLIPSE 21000 EDMEN MIN. NOTE: ALL TYPE 'GX' LIGHT FIXTURES SHALL ELECTRICAL CONTRACTOR MUST ADHERE TO ALL NATIONAL AND LOCAL ELECTRICAL CODES. ,mix REQUIRED iT iS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TTI NOTIFY STERLING PROJECT KH KH LINEAR LED CDVF, BE INSTALLED ALONG CENTERLINE OF MANAGER IF ANY LOCAL CODE CONFLICT EXISTS. ANY REVISIONS TO THIS PLAN CAUSES) BY LINE VOLTAGE DIRECT PHIS COLOR MODEL# °W COVE QLX 3000K PART# 523 INTEGRAL LED, _-- 120 6w/LF #4 109' SHOWCASES. E.C. TO VERIFY LAYOUT PRIOR MECHANICAL OR STRUCTURAL CONFUCiS MUST BE APPROVED IN WRITING. FIXTURE FEED KINETICS -000004-21 3000K. 80+ CRI, 242 OW QLX 10' LEADER CABLE Im/FT MIN, 110'x110' TO INSTALLATION. SUBSTi7UMONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY STERLING PROJECT PART 11 108-0000032-05 BEAM MOTE TO CONTRACTOR: MANAGER. PAROW W io6JUM aR� NOTE: BEFORE STORE COMPLETION G.C. MUST 4. MOOTING TRACK ADJUST ALL TYPE 'JC' LIGHTS AT MURALS TO CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED PART# 120-000125-00 IDIRECT LIGHT BEAM AT APPROX. 5'-6" A.F.F. DIMENSIONS. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ONVERIFYQUAKES p1 MED THE JOB AND BOUYEA AND ASSOCIATES MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND IN THE EVENT THAT THERE IS A CONFLICT BETWEEN THE LIGHTING LAYOUT AND THE LINA WALL GRAZER MODE dw FUSE PuwERooRE INTEGRAL RID NOTE: BEFORE STORE COMPLETION G.C. MUST CONDITIONS SHOWN ON THESE DRAWINGS. ALL CEILING LOCATED ITEMS MUST BE COORDINATED WITH BOUYEA AND MECHANICAL AND/OR SPRINKLER LAYOUT. IN ALL CASES THE LIGHTING LAYOUT SHALL TAKE �* UNE VOLTAGE DIRECT K COLOR FIXTURE-523-000055-XX MOD (10'x10' 3DOOK, 80+ CRI, 720 --- 120 15 W/LF #4 0 ENSURE THAT ALL TYPE 'PA' LIGHTS ARE AIMED PRECEDENCE. IN NO EVENT SHALL A LIGHTING FIXTURE BE RELOCATED TO ACCOMMODATE '—i FEED �AM�ao (720 LUMEN MIN LUMEN MIN., MAX ASSOCIATES. LOCATIONS OF LIGHTING EQUIPMENT TAKE PRECEDENCE. ELECTRICAL CONTRACTOR MUST ADHERE TO DIFFUSERS SPRINKLER HEADS, WITHOUT THE PRIOR APPROVAL OF BOUYEA do ASSOCIATES to' LEADER CABLE iD8-000047-01 Dom' AT WALLS, EXCEPT (1) AT OFFICE DESK HUTCH ALL NATIONAL AND LOCAL ELECTRICAL CODES. IT IS THE RESPONSiBIUTY OF THE ELECTRICAL CONTRACTOR TO (�) �,� V JUMPER CABLE: 108-000048-00 10x10 " NOTIFY BOUYEA AND ASSOCIATES IF ANY LOCAL CODE CONFLICT EXISTS. ANY REVISIONS TO THIS PLAN CAUSED 5' MOUNTING TRACK: 120-000124-00 END TO END CONNECTIONS BETWEEN ADJACENT BY MECHANICAL OR STRUCTURAL CONFLICTS MUST BE APPROVED IN WRITING. FIXTURE SUBSTITUTIONS ARE NOT UMTS. LONGER JUMPER CABLE AND LEADER NOTE: IF LAY-IN CEILING TILE IS USED IN ALLOWED UNLESS APPROVED IN WRITING BY BOUYEA AND ASSOCIATES. CABLE LENGTHS AS DETERMINED BY EIGNEER PR SALES � EF SALES AREA, CENTER DOWNLIGHTS IN 2 X AM 'ED IN FEW. 'TGR FRS's► EAR LED WALL — � �N2 TI E AREA -UNLESS OTHERWISE INDICATED. K � COLOR � I i2o �� #4 0 0E VOL ,w POWERCORE 523-OOOM-)O( MoD �CK , FEED KINETICS (10'x10' BEAM)-MOD (2880 LUMEN MIN) 2883 LUMEN MIN 9 NOTE: E.C. SHALL DETERMINE IF TENTING CKc1 KG1 10' LEADER CABLE 108-000047-01 DELIVERED, 0 585"PE OF LIGHT FIXTURES IS REQUIRED PER , 1' JUMPER CABLE- 108-000048-00 10'x10' BEAM CODE. IF SO, INCLUDE IN BID PRICE. DO TO END CQNNECno s BETWEEN ADJACENT SEE SHEET # E1 FOR ELECTRICAL AND SECURITY SYSTEM SCHEDULES UNIT. LONGER JUMPER CABLE AND LEADER AND GENERAL NOTES CABLE LENGTHS AS DETERMINED BY ENGINEER ..... > > AND VERIFIED IN FIELD. 0 ON MUZAK ,(�iTES: PROVIDE {4} BIOSE SPEAKERS IN CEILING AS �{� g� e INDICATED. E.C. TO PROVIDE 3/4' PLENUM RATED CONDUIT NOTE : IN THE EVENT THAT THERE IS A CONFLICT BETWEEN THE KN KN LINEAR LETS UNDER MODE./ ©�!/ l Y Y 4 1� � FROM 'MUZAK' SYSTEM IN STOCK ROOM TO EACH SPWER, TECH LIGHTING 30ODKINTEGRIIL LED, ___ 120 _ _ o /�� GJ ® ® CABINET LIGHTING FOR 70OUCF-19-8-3-B-LED 10.5 /16 �w/ G LIGHTING LAYOUT AND THE MECHANICAL AND/OR SPRINKLER LAYOUT IN DESK , 7a (SPLICE BOX) 3000K, 60+ CRI .q, Prvsi AS SHOWN. (CONDUIT INDICATED AS SYMBOL• --'— ALL CASES THE LIGHTING LAYOUT SHALL TAKE PRECEDENCE. IN NO REFER TQ REFER TO 7000CJC-x-8 (JUMPER CABLE LENGTHS TO BE } SPEAKER WIRE. SPEAKERS AND INSTALLATION BY 'J ZAK', EVENT SHALL A UGHTING FiXTURE BE RELOCATED TO ACCOMMODATE CASE"OI cr9lamm m_ ASEwo�c DETERMINED BY CONERACiDR IN FIELD)raAMMIM COORDINATED BY TENANT. DIFFUSERS OR SPRINKLER HEADS, WITHOUT THE PRIOR APPROVAL OF KR LINEAR LED GRAZE SPECIALTY MODEL INTEGRAL LED, �_ 120 10 W µ 1 EXPIRES 12/31/16 BOUYEA & ASSOCIATES (860) 868-4500 •.'•• INDUSTRIES, Boi-LEDP-FIN-630-XX(LENGTH)-wHT-9u 80+ cla OR EQUAL (LENGTHS TO BE AS SPECIFIED DETERMINED BY BY CLP CONTRACTOR IN FIELD) TODD A. PETERSON NOTE: FOR ALL ISSUES INVOLVING LIGHTING DESIGN, INCLUDING SUI 2ND STREET NW CKPt KPt 3'm x t2' LED PENDANT TROY EiDRITNCOAgNG INTEGRAL LED. 120 20 4 UITE 105 NEW BRIGHTON, MN 55112 LOCATIONS, LAMPS AND/OR FIXTURES, CONTRACTOR SHALL CONTACT 4� NICKEL TM =K. 80+ CRI, -� -'" PHONE 651-632-2300 (V STERLING PROJECT MANAGER (REFERENCE PROJECT INFORMATION HELD ' """ \ SHEET #A1), IF ISSUE CAN NOT BE RESOLVED CONTACT LIGHTING ANG W 00 DESIGNER: BOUYEA & ASSOCIATES (860) 868-4500. PRIMARY CKP2 KP2 3'0 x 12` LED PENDANT TROY FORTHCOMING INTEGRAL LED, 12D 6 CONTACT PERSONS ARE BARBARA BOUYEA & USA BARTER. (THIS WIDE FLOOD DISTRIBUTION �i 80+N CRI. - 20 O SATIN NICKEL FINISH, INCLUDES ALL %%UEXCEPT: EXIT, INTERIOR AND STOREFRONT SIGNS, HELD KTERCHANGEABLE AND FIXTURES AND LAMPS %%UEMERGENCY LIGHTS.) LENSING DELIVERED < uj LED EXIT SAN SINGLE coQ WITH EXTRA FACE AND LIFE Qi a1 SEALED NI-CAD BATTERY, SURE-LITE AP70R (I LED -- 120 -- 3 -- 5 l' a UNIVERSAL MOUNTING W EMERGENCY spy HEAD WITH MULE LIGHTING MF'C12-300-2H12V- 0 _EM5 LIGHT DUAL )j --- 120 -- 300 -- 2 IJ JJ LJ BACKUP SD-BZ-TD W TMS 4 S-EM6 S--Ns RECESSED REMOTE EMERGENCY LIGHT WITH FC UGHTING FLVTRM-4105 (� �p) — 120/1 --- 50 -- 10 3 W [' KY SPECULAR CONE AND TM W rN z S-EMO U& HEAD EMERGENCY LIGHT WITH SIRE-UTE CU2 ) — 120 -- 5.4 --- O 'c)`+ 19P SOF-CONTAINED M4 7 0 I IPACK r..: NOT USED. .. 1.-3. ::.. F....... ....................................................... ..........,.,......_......__....,............._,.................................. CONTRA" TO FIELD-VERIFY LENGTHS4. ....... ...................... .....r.:,,.,....,,,.....,,,. -.,.....,.., ,..,.......<,,. . ....,... ...,.. 5 REMOTE TRANSFORMER REQUIRED . (D NOT USED. 15• 6. FIXTURE TO BE ORDERED AND INSTALLED BY CASEWORK MANUFACTURER. rr -- CK CKD LIMITED M FIVE 5 OR LESS S-EM-B'S. 'q W CKD CKD CKD CKD CKD CKD CKD CKD . 11NO = 0N ® Ir- M E__,_3 __ - _—_ ____ - _ - -- - � CKD CK LINEAR LED GRAZE BEHIND LEVIAN e\�✓� � � I EXHAUST FAN CKA1/NL CKA1 CKA1 CKA1 CKA1 CKAI CKA1 CKA1 CKA1/NLN CKA1 CKA1 CKA1 CKA1 �CKA1 CKAI CKA1 CKAt NL' ENVELOPE "FLAP' TO BE PROVIDED ACTIVATED BY LIGHT II ! L_7 AND INSTALLED BY CASE MOTION SWITCH(TYP) '� L — — LL _I-7 —J - MANUFACTURER AiM CKD FIXTURES S_ S-EMS L-5 — --- -- --------.- _._ — S-EM-6 I TO SHOWCASE.. AV L-' \N N N /�S ` N N N N r L N --- 'TO 'T I S-J-1 r,r LC _. - / N N N N . _ — r� S-EMS' S'-#�4 _ --- - S-EM1 S-EM-6 , --�— - -- S-EM-6 _ —._ - -- EM-6 S-EM-6 U 'TO TO L-7 -Et ' SEM " SEM,, - -- KH---- — ---- - - f -- =: -S- .-2 -- � 3--' �- N`- -- 3_ • GRAZERED LINEAR LED LENSED WALL REVISIONS N--- N HOLD TIGHT TO FACE OF CASEWORK. LIGHTS TO BE .: c' r� I - e+Eit— --- — K 2_ . ra C P1 • HUNG AT 1O'-a' rrj y CKA CKA CKA - _ -- -- _ KPI / I KR f CNIAf NL CKAA. C I P2 • -� CKE /}j �,/ _ Up • : KP -- i --- -� - - - -- - - - --CKA 1 L-13 S-EM5 \ �vE'iaC C - $KC GKr L- C —_._ S-EM 6 C P2 TO — — EFER TO-DETAIL CK ( S-EM-6 S-EM-6 S-EM- J CKP2 'Tb CK� � L=NDANT DIMENSION S_ .5' -1 'TO S 'TO RELATIVE TO EDGE AN _ S-EM� S-EM S-EM41'7 CENTER LINE OF S - -- -;y RIINW�1 CKE S_ { CKE _rt _ - -- C —+ — .,. CKA CKAIs KA ,T QN/L-7 -- -- - ._ - — — -EM-1 J (41 9 j�;ustt.� — _ +2 24" — TOREFRONT SIGN TO HAVE J-BOX ABOVE CEILING AND ROCKER TYPE LIGHTING PLAN EMERGENCY ON-OFF SWITCH G G E2 H H j i.4� K K SURFACE OF SIGN BOX.MOUNTED TO EXPOSE BACK EQE C 14 = I -Q 51GN, CIRCUIT VIA,TIMECLOCK MUST HAVE (3) DEDICATED CONDUCTORS FROM THE PANEL CONSISTING OF A GROUND. A NEUTRAL. AND A HUT TYP OF 2) E2 MWVK MAN 1 4 ELECTMAL COUNG PLAN I UGHT RMHCS PCOM 638" LENS RIBS GO FRONT TO BACK SEE SHEET A7 FOR TYPE CKG OF SHOWCASE GRAZE LUMINAIRE. INSTALL AS CLOSE TO WALL AS POSSIBLE (2- MAX FROM CENTER OF FIXTURE TO WALL). AIM FORWARD OF WALL APPROX. 5'. —T-----,FRONT OF SHOWCASE ——---- GRAZING SURFACE (WALL). PAINT p CKA CKA Is x!D5 —LENSRIBS DO NOT TO TOP OF RECESS AT . S, CONTINUES I% Il a DE TO SIDE CORRECT CORRECT IN60>RRCT OF SHOWCASE LIGHT FIXTURE. L BACK OF SHOWCASE CEILING PR IN rA--- TYPE CKA LENS ORIENTATION rD---., CONSULTATION ROOM COVE- 77 IF 7r scale 1 1 scale 3 1 0 ONe, Y14 A 1q. EXPIRES 12/31/16 TODD A. PETERSON 305 2ND STREET NW (k 4r- SUITE 105 NEW BRIGHTON, MN 55112 C PHONE 651-632-2300 rt 0 TC 1.11 LIGHTING NOTES: Ir rlr,, C < DETAIL ORIENTATION SHOWN MAY VARY SLIGHTLY. SEE co Ir E2 FOR ACTUAL ORIENTATION. D < W 00 � .i T-- C/) W 3: 00 n w r-� z z "D c) 0 F— REFERENCE START POINT. >= RM TO SHEET A5 FOR CASEWORK LAYOUT. (3) Z rr < ✓ - Lf ,~ I 0 0 11 11r 9 11r 8 1/r 11-00 7- CKP2 4-1 80" c�,J� U) U) CKPZ r C < CKP; +84 6 11W o C, CKP1 C +76 1/ CKP��. +66C1 l. CKP1 +76 1 +69 1/2- REVISIONS UPPER CEILING <7 KE, <OF 30 TYPE KH FIXTURE TO c /__\ MOUNT CENTERED IN + +7 COVE. AIM ONE CLICK ro,��-- — C FORWARD OF VERTICAL + C94P APPROX. 10'). t CK?.2 11� +84 /1 CKP.2 ALIGN TOP OF —7.7 FIXTURE WITH TOP OF +94 COVE LIP/MOLDING MOUNT LED LIGHT IN CONTINUOUS SINGLE LINE ON MOUNTING TRACK. AIM FIXTURE STRAIGHT UP. CEILING 81/2- 9 112" 8 112" 101/2- -0% 6* CASE /-r--,\ RUNWAY ' LIGHTING ' LAYOUT rF- CASH WRAP LIGHTING LAYOUT RUNWAY COVE DETAIL 77 777 7 - 071, .17 11 - 077 scale 1 1 - 0 �J�11 scale 1 " 1 scale 3 1 E2a MMM L"AW 12M A4 UGHMN9 DETAU U49 PANELBOARD SCHEDULE PANELBOARD SCHEDULE PANEL DESIGNATION: EXISTING PANEL V • FEED THRU LUGSMIN. 8'-0" BUS SIZE: 225 AMP PANEL DESIGNATION: EXISTING RELOCATED PANEL"H' CONFIGURATION: 120/208 VOLT 3 PHASE 4 WIRE CONFIGURATION: 277/480 BUS SIZE;- 125 OLT 3 PHASE 4 WIRE VARIES 4'-6" WITH CAMERA MONITOR / 3'-0" IF NO MONITOR (HOLD) MAIN SIZE: 100 AMP MAIN CIRCUIT BREAKER MAIN SIZE 100AMP MAIN CIRCUIT BREAKER ELECTRICAL EQUIPMENT SECURITY & DATA,/PHONE MOUNTING: SURFACE MOUNTING. SURFACE INT. RATING SYS AMPS: 10.000 MT. RATING SYS AMPS: 00 10,0 LOCATION: OCATINNLOCATION: REQUIRED LAYOUT O/C LIGHT RECEPT MOTOR MISC MISC MOTOR RECEPT UGHT 0/C 0/C LIGHT RECEPT (MOTOR MISC MISC MOTOR RECEPT LIGHT O/C CKT ITEM OR AREA SERVED PROT WATTS WATTS WATTS WATTS PH WATTS WATTS WATTS WATTS PROT ITEM OR AREA SERVED CKT CKT ITEM OR AREA SERVED PROT WATTS WATTS WATTS WATTS PH WATTS WATTS WATTS WATTS PROT ITEM OR AREA SERVED CKT -- 1 5 1 MOTORIZED GRILLE 20/1 1200 A 360 20/1 CASH REG DEDICATED 2 5 1 1 CHILLED WATER AIR HANDLING UNIT 20/3 5209 A 1300 6487 905 50/3 EXISTING 30 KVA TRANSFORMER 2 1 5 3 MOTORIZED GRILLE 20/1 1200 B 360 20/1 CASH REGISTER(DEDICATED) 4 5 Fil 3 5209 B 1200 4657 1756 4 SEE THIS SHEET FOR RISER / ( CISCO ROUTER 1 C2 5 5 �' UGHTING(PERIMETER) zo%1 -� - c- no 20/1 CASHWRAP RECEPTACLE(GENERAL) 6- 5 1 5 c s DIAGRAM SHOWING CONFIGURATION / 1 5 7 EXIT/EMERG/LTS- 20/1 I � A 847 20/1 SHOWCASE POWER a - -- Szos zzoo 35ao 167s OF ELECTRICAL EQUIPMENT I 5 G2 1 7 SPARE zo/, a 20/1 SPARE s SALES�_ - 20/1 B 20 1 SHOWCASE POWER so 12 PORT PATCH PANEL TC t 5 555 ss7 / 5 C2 1 s �� zo/1 �e- zo/1 SPARE ,D � � I 1 Gt 5 11 SALES 20/1 815 C 360 20/1 SHOWCASE RECEPTACLES 12 511 it SPACE -- ' C SPACE 12 DSL 13 STOCK/TOILET/EXHAUST FAN 20/1 t00 100 A 20/1 ULTRASONIC CLEANER UNIT 14 13 SPACE I J J A 14 1 5 144D 5 1 I / I BLOCK & BRACKET 15 SIGN _ 20/1 1200 B 720 20/1 CASH REGISTER ISLAND(DEDICATED) 16 5 1 SPACE 1 Tc 5 ,5 B 16 / MODEM - -L- - 1 5 17 MUZAK SYSTEM 20/1 360 C 200 20/1 CONTACTOR/TIMECL.00K 18 5 1 17 __.---,_--- ------- --- C 18 _ SPACE - E �----- _ � ,� BROADBAND MODEM 1 5 19 DEDICATED AUTO FAUCET 20/1 360 A 900 20/1 SHOWCASE RECEPTACLE 20 5 1 A B C O CONNECTED LOAD: 39.3 KVA 47.4 AMPS VA PER PHASE: 1 13901 1 12821 1 12625 1 21 TOILET REC.w/DVR/MONM)R 20/1 700 B _w 20/1 MURAL LIGHT BOXES22 5 C2 1 1 5 23 TELEPHONE BOARD zo/1 360 c 900 20/1 MURAL RECEPTACLES 24 5 1 / ALARM 1 & ALARM 2 1 5 25 SECURITY SYSTEM 20/1 180 A 360 20 1 DIME RECEPTACLES 26 5 1 5 t 27 DIGITAL ELEMENT COMPONENT 20/1 460 B 720 20/1 DESK AND SHREDDER 28 5 1 / \ 1 5 29 WATER HEATER 30/1 2000 C 540 20/1 JANE SYEMOUR/LEW�N 30 5 1 / I SWITCH BOX ALARM BOX 1 F5 31 MICROWAVE 20/1 1000 A 180 20/1 AHU RECEPT 32 5 33 SPARE 20/1 B 20/1 SPARE 34PR II it MCD it II 1 5 35 BUFFER 20/1 300 C 20/1 SPARE 36 al 1 5 37 REFRIGERATOR 20/1 500 A 20/1 SPARE 38 I 1/2" TH. PLYWOOD W5I4PE 1 39 SPARE 20/1 B 20/1 SPARE 40 PAINTED TO MATCHSTOCK ROOM WALL 4/ SPARE 20/1 c 20/1 SPARE 42 NOTE: BOTTOM OF PLYWOOD ` f A B c TO BE MOUNTED AT 38" A.F.F. \ A C �� Q,C CONNECTED LOAD: 23.7 KVA 65.9 AMPS VA PER PHASE: 8692 7612 7416 r 14 qL \ , EXPIRES 12/31/16 x TODD A. PETERSON 305 2ND STREET NW NOTE: LAYOUT SHOWN MAY BE MIRROR IMAGE - THE GENERAL SUITE 105 NEW BRIGHTON, MN 55112 c CONTRACTOR WILL BE REQUIRED TO POST AN APPROPRIATE / \ PHONE 651-632-2300 BACKBOARD LAYOUT DIAGRAM ON THE BACKBOARD AREA AND INSURE ALL SUB-CONTRACTORS AND STERLING VENDORS W LOAD CALCULATION- PANEL L LOAD CALCULATION- PANEL H INSTALL EQUIPMENT PER THE DETAIL. FLOOR rr C. TOTAL CONNECTED LOAD 23.7 KVA PTOTALECTED LOAD 39.3 KVA < F MOTOR LOAD 2.5 KVA X 1.00= 2.5 KVA MOTOR LOAD 1$.1 KVA X 1.00= 1$.1 KVA E L E C T R I C A L BACKBOARD LAYOUT � � 25% OF LARGEST MOTOR 1.2 KVA X .25 = 0.3 KVA 25% OF LARGEST MOTOR 15.6 KVA X .25 = 3.9 KVA MISC. LOAD 2.2 KVA X 1.0 = 2.2 KVA MISC. LOAD 2.2 KVA X 1.0 = 2.2 KVA LIGHTING LOAD 4.3 KVA X 1.25= 5.4 KVA LIGHTING LOAD 4.3 KVA X 1.25= 5.4 KVA LANDLORD'S SPACE TENANT'S SPACE m .. RECEPT. 1ST 10 KVA ® 100% 14.7 KVA X 1.0 = 10.0 KVA RECEPT. 1ST 10 KVA ® 100% 14.7 KVA X 1.0 = 10.0 KVA E.C. TO INTERCEPT EXISTING co0 REMAINDER ® 50% 4.7 KVA X .5 = 1.95 KVA REMAINDER ® 50% 4.7 KVA X .5 = 1.95 KVA SERVICE, PROVIDE NEW JUNCTION LL, TOTAL DEMAND LOAD 22.75 KVA TOTAL DEMAND LOAD 41.95 KVA BOX AND EXTEND TO MAIN O 0 DISCONNECT SWITCH. AT 120/208v,3PH,4W 63.2 A AT 277 480v,3PH,4W 50.5 A EXISTING 1 1/4"C-4#2, 1#8 GND CIRCUITS L-15 � ELEC. CONTRACTOR TO FIELD �../ VERIFY PRIOR TO BID TENANT IS REQUIRED TO VERIFY THAT THE n, CONTRACTOR TO VERIFY ALL METERING LANDLORD'S EXISTING AVAILABLE ELECTRICAL SERVICE MEETS THE _ B 0 < i rr REQUIREMENTS WITH LANDLORD AND UTILITY PRIOR TENANT'S TOTAL CONNECTED LOAD. O O L TO BID ENGRAVED -i AVED BAKELITE NAMEPLATES INDICATING NAME AND/OR TGC TO SURVEY ALL EXISTING ELECTRICAL EQUIPMENT AND VERIFY 4- ("/""� FUNCTION SHALL BE AFFIXED TO DISTRIBUTION PANELS, THAT THEY ARE IN GOOD WORKING CONDITION, MEETS ALL CODES U) `r ,r NOTE: TRACK LIGHTING LOADS ON PANEL SCHEDULES ARE TRANSFORMERS, LIGHTING PANELS, MOTOR STARTERS AND PUSH AND MATCHES THE CAPACITIES AND CHARACTERISTICS OF THE COMPUTED IN ACCORDANCE WITH N.E.C. TRACK LIGHTING BUTTON STATIONS. EQUIPMENT INDICATED ON THESE DRAWINGS AND SPECIFICATIONS. CIRCUITS L-8,10,22,5 - LOADS INCLUDED IN LOAD SUMMARY CHARTS ARE ACTUAL VERIFY ANY ADDITIONAL WORK TO BE COMPLETED. ANY AND ALL 7-DAY CONTRACTOR TO VERIFY UPGRADES TO EXISTING EQUIPMENT SHALL BE BY TGC AT TIME v NOTE: E.C. SHALL VERIFY ALL EXISTING ELEC. EQUIPMENT TO BE REUSED IS IN SPACE PROVIDED BY LANDLORD AND UTILITY PRIOR TENANT'S EXPENSE. CLOCK LIKE-NEW WORKING ORDER, E.C. IS TO REPLACE ANY FAULTY BREAKERS WITH TO BID. "C-1" NEW MATCHING BRAND AND AMP RATED BREAKERS UNDER ORIGINAL CONTRACT. I EXISTING 277/48OV, 3 PH, 4 IF NECESSARY REPLACE ALL EXISTING BREAKERS WITH NEW. ANY UNUSED ELECTRICAL EQUIPMENT, FEEDERS, CONDUIT, PANELS, W LANDLORD DISTRIBUTION L-18 ALL LOW VOL-AGE WIRING TO BE IN CONDUIT UNLESS ETC. WITHIN OR SERVING THE PREMISES MUST BE COMPLETELY CENTER WITH 1OOAMP, MAIN NOTE: LIGHTING CIRCUITS DESIGNATED TO BE 'LOCKED-ON' VIA OTHERWISE APPROVED BY AUTHORITY HAVING REMOVED TO POINT OR ORIGIN. DO NOT ABANDON IN PLACE. I CIRCUIT BREAKER AND CONTACTOR SHALL BE WIRED TO WALL SWITCH WHICH SHALL BE LOCATED JURISDICTION. METER SOCKET IN REVISIONS IN FIELD ACCORDING TO DIRECTION OF STERLING'S REPRESENTATIVE. I LANDLORD'S SWITCHGEAR. I AT TIME OF STORE OPENING, STORE MANAGER SHALL LOCK ELECTRICAL ELECTRICAL CONTRACTOR TO ik PANELS TO PREVENT ACCIDENTAL SWITCHING OF BREAKERS. T.G.C. SHALL VERIFY ANY THIRD PARTY INSPECTIONS FIELD VERIFY. 11 \ REQUIRED BY THE LOCAL JURISDICTION PRIOR TO �� BIDDING THIS PROJECT. NOTES: I I H L 1 LA-10 1. TYPES AC AND NM CABLES ARE NOT PERMITTED. ( CIRCUITS L- NOTE: EACH STOREFRONT SIGN SHALL HAVE A DEDICATED CIRCUIT WITH (EXISTING)I � ) I I (EXISTING) (3) CONDUCTORS CONSISTING OF A HOT, NEUTRAL AND GROUND RETURNED NOTE: IT IS THE ELECTRICAL CONTRACTORS 2. TYPE MC CABLE, IF USED, SHALL HAVE A BLUE STRIPE. I (RELOCATED) I I (RELOCATED) I TO ELECTRICAL PANEL VIA TIMECLOCK. DO NOT GROUND AT SIGN. RESPONSIBILITY TO PROPERLY BALANCE ALL 3. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: I I N G N G �' j BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM. REGARDLESS OF THE CIRCUITING INDICATED. 208/120 VOLT 4801277 VOLT I I LE::� LPHASE A- BLACK PHASE A- BROWN PANELBOARD SYMBOL NOTES NOTES CONTRACTOR TO VERIFY EXACT DISTANCE AND PHASE B- RED PHASE B- ORANGE ROUTING OF SERVICE FEEDERS FROM LANDLORD PHASE C- BLUE PHASE C- YELLOW 1. ALL BREAKERS SHALL BE 20A/1P, UNLESS NOTED OTHERWISE. DISTRIBUTION/SERVICE ENTRANCE EQUIPMENT TO TENANT NEUTRAL- WHITE NEUTRAL- WHITE WITH TRACER OR GRAY i SPACE PRIOR TO BIDDING 2. Ol DEDICATED GROUND BACK TO PANEL II I 4. GROUNDS ON SEPARATELY DERIVED SERVICES SHALL BE EXISTING 3#6,1#6 BONDED TO THE BUILDING STEEL WITH EXOTHERMIC WELDS. GND , 3/4" C, 3. 0 INDICATES BREAKER SHALL BE "HACR" RATED. HOMERUNS AND BRANCH WIRING FOR 20 AMP CIRCUITS SHALL I EXISTING 4#1,1#6 j BE AS FOLLOWS: l- I EXISTING RELOCATED, 30 KVA GND 1 1/2" C, 4. ❑3 INDICATES BREAKER SHALL BE 30 mA "G.F.I." TYPE. LENGTH CIRCUIT WIRE SIZE HOMERUN WIRE SIZEDRY TRANSFORMER 480 VOLT, EXISTING LANDLORD BUS DUCT AND 100A SWITCH 3P, 3-WIRE J 5. ® INDICATES BREAKER SHALL BE SHUNT-TRIP TYPE. 1 F TO 50FT NO.12 AWG NO.12 AWG WITH 70A FUSES TO REMAIN AND BE MAINTAINED. (- 51FT TO 75FT NO.12 AWG NO.10 AWG EXTEND EXISTING SERVICE CONDUIT AND J TO 6. ❑5 INDICATES BREAKER TO HAVE LOCK-ON CLIP. 76FT TO 120FT NO.10 AWG NO.8 AWG CONDUCTORS TO NEW WIREWAY AS SHOWN. I 120/208V., 3P, 4-WIRE I INDICATES BREAKER TO HAVE LOCK-ON CLIP AND RED 121 FT TO 19OFT NO.10 AWG NO.6 AWG 7 g MARKING. 191FT TO 30OFT NO.10 AWG NO.4 AWG FLOOR LL 8. TC INDICATES THAT TIMECLOCK IS CONTROLLING CIRCUIT 9. INDICATES THAT CONTACTOR CONTROLS THE CIRCUIT - 'X' NOTE: WHEN ELECTRICAL DRAWINGS ARE CALLING FOR EXISTING SERVICE CONDUIT AND WIRE TO BE REUSED, THE E.C. SHALL CONFIRM DURING THE 0 �/E R RISER DIAGRAM N 0 SCALE C-X TO BE THE CONTACTOR REFERENCE NUMBER PER FIELD VISIT THAT THESE SIZES ARE ADEQUATE TO CARRY THE LOAD AS SHOWN IN THE LOAD SUMMARY. E.C. MUST CONFIRM THIS PRIOR TO BIDDING SCHEDULE. AND INCLUDE REPLACEMENT COST WHEN NECESSARY IN BID PRICE. NO EXTRAS WILL BE APPROVED DUE TO LACK OF FIELD VISIT. 10.CONTRACTOR SHALL FURNISH AND INSTALL CIRCUIT BREAKERS IN EXISTING EXISTING PANELS AS REQUIRED TO CONFORM WITH PANEL NOTE: E.C. ,.HALL VISIT SITE TO VERIFY THAT ANY/AUL TRANSFORMERS, PANELS, OR OTHER ELECTRICAL EQUIPMENT INDICATED AS BEING REUSED/ LI�H TI N G C 0 N TR 0� REFERENCE SCHEDULE #6 GROUND SCHEDULES SHOWN ON THIS DRAWING. REWORKED MEETS REQUIREMENTS SHOWN. IF NOT, NOTIFY STERLING REPRESENTATIVE IMMEDIATELY AND INCLUDE NEW EQUIPMENT IN BID PRICE. PER N.E.C. 11. ALL BREAKERS SHALL BE 20A/1P, UNLESS NOTED OTHERWISE. EXISTING RELOCATED 30A, 10P, CONTACTOR EQUAL TO SQUARED 8903LXG1200V02 IN NEMA 1 ENCLOSURE CONTACTOR CONTROL SWITCH EQUAL TO HUBBELL HBL1556, 3-POSITION, CENTER 'OFF' 12.AIC RATINGS OF ALL NEW BREAKERS SHALL A NOTE: TIME CLOCK SHALL BE SUPPLIED BY ELECTRICAL CONTRACTOR 2 MOMENTARY CONTACT. LOCATE WHERE DIRECTED (SEE SHEET #E2) RATINGS.EQUAL O, AT A MINIMUM, THE EXISTING BREAKERS 3 EXISTING RELOCATED 30A, 4P, CONTACTOR EQUAL TO SQUARE D 8903LG60VO2 IN NEMA 1 ENCLOSURE I 4 EXISTING RELOCATED TORK W100 7-DAY TIME SWITCH 5 NEW 30A, 6P, CONTACTOR EQUAL TO SQUARE D 8903LG60VO2 IN NEMA 1 ENCLOSUREE3 PROTOTYPE UPDATE 12/04/14 ELECTRICAL PANEL% RISEE DIAGRAM AND SPECS. 624E ELECTRICAL SPECIFICATION INDEX D. TESTING AND PLACING IN SERVICE D. MATERIALS AND WORKMANSHIP I. CONNECT #8 AND LARGER WIRES WITH COMPRESSION 5. GANG BOXES SHALL BE ONE PIECE (MINIMUM), 2- SECTION 16461 - DRY TYPE TRANSFORMERS 1. ANY MATERIAL OR EQUIPMENT FAILING A TEST SHALL 1. ALL WORK SHALL BE INSTALLED IN A PRACTICAL AND . 1/8" DEEP SECTION CONNECTORS OR SPLICES AS MANUFACTURED BY BE REPAIRED OR REPLACED AT THE WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE 6. PROVIDE CAST IRON A. EXISTING TRANSFORMERS SHALL BE REUSED AND/OR CONCRETE-TITE FLOOR BOXES / 16010 - GENERAL PROVISIONS SECTION CONTRACTOR'S EXPENSE. SEVERAL TRADES NECESSARY. BURNDY OR T&B. WITH ADJUSTABLE COVERS SET FLUSH AND LEVEL WITH RELOCATED. REPLACE WITH FOLLOWING AS REQUIRED: 16050 - BASIC ELECTRICAL MATERIALS AND METHODS SECTION 2. TESTS SHALL INCLUDE THE FOLLOWING: 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND J. INSULATE SPLICING CONNECTORS TO AT LEAST 200% OF THE THE FINISHED FLOOR, WITH OUTLETS AS INDICATED ON THE TRANSFORMERS SHALL BE CONTINUOUSLY RATED 16060 - GROUNDING AND BONDING SECTION A. MEASURE THE LOAD ON EACH PHASE OF THE SHALL BE THE BEST OF THEIR SEVERAL KINDS UNLESS WIRE INSULATION. USE PRE-STRETCHED TUBING CONNECTOR DRAWINGS. PROVIDE HUBBELLL #B-2400, 4200, OR 4300 ISOLATING TYPE FOR 60 HERTZ SERVICE UNLESS 16120 - WIRE AND CABLE SECTION MAIN SERVICE AND EACH PHASE OF EVERY SPECIFIED OR INDICATED ON THE DRAWINGS TO THE INSULATORS, 3M PST FOR #2 AND LARGER CONDUCTORS. SERIES BOXES WITH LEVELING SCREWS, FLUSH TYPE OTHERWISE INDICATED. 16130 - RACEWAYS AND BOXES SECTIONK. PULL CONDUCTORS USING RECOGNIZED METHODS AND 16135 - INFLOOR RACEWAY SYSTEM SECTION FEEDER UNDER FULL LOAD CONDITIONS. CONTRARY. EQUIPMENT LEAVING AT LEAST 6" WIRE AT ALL JUNCTION BOXES COVERS AND OPENINGS TO SERVE OUTLETS USED. FURNISH g INSULATION SYSTEMS SHALL BE 220 DEGREES C (150 DEGREES C B. MEASURE THE NO-LOAD AND FULL-LOAD 3. DURING EACH PHASE AND AT THE COMPLETION OF THE FLUSH CAPS FOR CLOSING OFF BOX WHEN NOT IN USE. 16140 - WIRING DEVICES SECTION VOLTAGES (PHASE TO PHASE, PHASE TO NEUTRAL CONSTRUCTION, THIS CONTRACTOR SHALL REMOVE ALL DEBRIS FOR CONNECTIONS. 7. FLUSH MOUNT BOXES IN ALL FINISHED WALLS, INSTALL THE RISE). 16410 - SAFETY SWITCHES SECTION AND PHASE TO GROUND FOR EACH AND EXCESS MATERIALS CAUSED BY HIS WORK. HE SHALL 1. CLEANOUT EACH CONDUIT SYSTEM BEFORE PULLING WIRE. PLASTER RINGS IN DRYWALLED PLASTERED WALLS AND C. ENCLOSURES FOR TRANSFORMERS SHALL BE METALLIC, SUITABLE FOR 16442 - PANELBOARDS SECTION PHASE OF EACH SERVICE, OF EACH SEPARATELY LEAVE THE AREA OF OPERATION BROOM CLEAN. L. FORM AND TIE ALL WIRING IN PANELBOARDS. INDOOR AND OUTDOOR INSTALLATION AS APPLICABLE AND RODENT 16461 - DRY TYPE TRANSFORMERS SECTION M. THERE SHALL BE NO WIRENUT JOINTS OR SPLICES MADE INSIDE RAISED COVERS AS REQUIRED IN WALLS WITH OTHER PROOF. 16491 - FUSES SECTION DERIVED SYSTEM, AND AT EACH 4. ALL ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS FINISHES SO THAT THE COVER PLATES FIT TIGHTLY 16511 - USESLIGHTING FIXTURES SECTION PANELBOARD OR TRANSFORMER). LABORATORIES LABEL OR ETL LABEL. SWITCHBOARDS/PANELBOARDS. AGAINST BOXES OR RINGS, 3/16" MAXIMUM GAPS ARE D. MANUFACTURER SHALL BE CUTLER-HAMMER, SQUARE "D", GENERAL C. MEASURE THE GROUND RESISTANCE OF THE 5. THIS CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND N. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE ALLOWED FOR NONCOMBUSTIBLE WALLS. ELECTRIC OR I.T.E.-SIEMENS. FRACTIONAL KVA TRANSFORMERS SHALL 16750 - TELEPHONE SYSTEM MAIN SERVICE GROUNDING ELECTRODE AND THE MATERIAL (LAMPS EXCEPTED) FOR A PERIOD OF ONE YEAR INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT 8. ADJUST LOCATION OF OUTLETS IN MASONRY OR TILE BE MANUFACTURED BY EDWARDS OR THE SPECIAL EQUIPMENT GROUND RESISTANCE OF EACH SEPARATELY FROM THE DATE OF BUILDING OPENING AND LEAVE HIS WORK EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE CONSTRUCTION TO OCCUR IN THE NEAREST JOINT TO THE MANUFACTURER IN WHICH THE TRANSFORMERS ARE USED. SECTION 16010 - GENERAL PROVISIONS DERIVED SYSTEM'S GROUNDING ELECTRODE. IN PERFECT ORDER AT THE COMPLETION. SHOULD DEFECTS INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE HEIGHT SPECIFIED. HEIGHTS SHALL. MEET A.D.A. E. FOUR APPROVED VIBRATION DAMPENERS PER TRANSFORMER SHALL D. MAKE INSULATION RESISTANCE TESTS ON ALL DEVELOP WITHIN THE GUARANTEE PERIOD, THE CONTRACTOR DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED BE EMPLOYED AS NECESSARY TO AVOID TRANSMITTING ANY A. GENERAL SHALL, UPON NOTICE OF THE SAME, REMEDY THE DEFECTS AND LIMIT OF 3%. REQUIREMENTS. VIBRATION TO THE BUILDING STRUCTURE. SIZES OF THE MOUNTINGS 1. REQUIREMENTS SPECIFIED IN DIVISION 1, INSTRUCTIONS TO DRY TYPE TRANSFORMERS AND MOTORS. HAVE ALL DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED 0. WIRE SIZES SHALL BE BASED ON THE 60 DEGREES C. 9 SUPPORT ALL BOXES TO MAINTAIN PROPER ALIGNMENT SHALL BE SELECTED ON THE BASIS OF THE WEIGHT OF THE BIDDERS, SUPPLEMENTAL GENERAL CONDITIONS, BY THE REPAIRS CORRECTED AT HIS EXPENSE TO THE AMPACITIES FOR WIRE SIZES #14-1 A.W.G., AND 75 DEGREES C. AND RIGIDITY. TRANSFORMER, USING: SPECIAL CONDITIONS, ADDENDA, ALTERNATES, E. INTERFERENCES 10. CLEAN BOXES OF ALL FOREIGN MATTER PRIOR TO THE i. BEFORE THE INSTALLATION OF ANY ITEM BEGINS, THE CONDITION BEFORE SUCH DAMAGE. AMPACITIES FOR WIRE SIZES #1/0 A.W.G. AND LARGER. INSTALLATION OR WIRING OF DEVICES. " CONTRACT AND PROPOSAL, ALONG WITH DIVISION 16 P. CIRCUITS MAY BE MULTI-PLEXED IN CONDUIT PROVIDED WIRE IS 1. A MINIMUM 1 THICK RUBBER-CORK-RUBBER SANDWICH TYPE FOR ELECTRICAL CONTRACTOR SHALL CAREFULLY 11. MOUNTING HEIGHTS ON THE DRAWINGS ARE TO THE AND ALL ITS SECTIONS, COMPRISE THE CONTRACT E. SCOPE OF WORK PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER FLOOR MOUNTING. ASCERTAIN THAT IT DOES NOT INTERFERE WITH CENTERLINE OF THE BOX UNLESS OTHERWISE NOTED. DOCUMENTS FOR THE ELECTRICAL CONTRACT. CLEARANCES FOR THE ERECTION OF FINISH 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, NO CIRCUMSTANCES SHALL MORE THAN (9) CURRENT CARRYING DRAWINGS AND ALL THEIR REVISIONS UP TO THE BID BEAMS, COLUMNS, PILASTERS, WALLS OR OTHER MATERIAL, STORAGE, UNPACKING AND PLACEMENT; TO INCLUDE CONDUCTORS BE RUN IN A SINGLE CONDUIT. SECTION 16140 - WIRING DEVICES 2. A SPRING TYPE FOR SUSPENSION MOUNTING. SUBMITTAL DATE BECOME A BINDING PART OF THE STRUCTURAL OR ARCHITECTURAL MEMBERS AS BUT NOT BE LIMITED TO, THE FOLLOWING ITEMS: CONTRACT, ALONG WITH THESE SPECIFICATIONS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF ANY A. EMERGENCY LIGHTING AND POWER. SECTION 16130 - RACEWAYS AND BOXES A. WIRING DEVICE COLOR TO MATCH ADJACENT FINISH 3. TWO (2) SPRING TYPE AT THE TOP (WITH TWO (2) STEEL THOUGH THEY WERE ONE, AND ANYTHING IMPLIED BY B. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEM A. RACEWAYS (FACTORY FINISH), UNLESS OTHERWISE INDICATED. BRACKETS) AND TWO (2) RUBBER-IN COMPRESSION TYPE AT THE THE SPECIFICATIONS SHALL BE INTERPRETED AS WORK IS INSTALLED AND THE ARCHITECTURAL DESIGN CANNOT BE FOLLOWED THIS INCLUDING ALL PANELS, TRANSFORMERS AND FEEDERS. 1. ALL WIRE SHALL BE RUN IN ACCORDANCE WITH CODE IN B. PROVIDE TOTALLY ENCLOSED, 20 AMPERE, 120/277 VOLT, BOTTOM (STAND-OFF) FOR WALL MOUNTING. ALSO IMPLIED BY THE DRAWINGS AND VICE VERSA. C. COMPLETE BRANCH CIRCUIT WIRING SYSTEM CORROSION RESISTANT, RIGID, THREADED, METAL CONDUIT QUIET A/C GENERAL USE SNAP SWITCHES. CONTRACTOR SHALL, AT HIS OWN EXPENSE, MAKE OR ELECTRICAL METALLIC TUBING E.M.T. UNLESS C. SWITCHES SHALL BE SPECIFICATION GRADE AS F. NO CONDUITS SHALL BE ATTACHED DIRECTLY TO THE TRANSFORMER. PROVIDE NECESSARY ITEMS FOR A COMPLETE CHANGES IN HIS WORK AS DIRECTED BY THE D. COMPLETE POWER WIRING FOR ALL AIR CONDITIONING { } INSTALLATION OF ALL ELECTRICALLY OPERATED ARCHITECT TO PERMIT THE COMPLETION OF THE EQUIPMENT, PLUMBING SYSTEM, HEATING EQUIPMENT, OTHERWISE SPECIFICALLY STATED HEREIN. MANUFACTURED BY HUBBELL, P&S, OR LEVITON. AT EACH ATTACHMENT, PROVIDE A VIBRATION DAMPENING ASSEMBLY EQUIPMENT LISTED IN THE SPECIFICATIONS OR SHOWN ARCHITECTURAL WORK IN ACCORDANCE WITH VENTILATING AND EXHAUST EQUIPMENT, A. CONDUIT IN EXTERIOR WALLS, BELOW FLOOR SLAB, OR D. MOTION SENSOR LIGHT SWITCHES SHALL BE HUBBELL CONSISTING OF: ON THE CONTRACT DRAWINGS. DRAWINGS AND SPECIFICATIONS. E. COMPLETE LIGHTING FIXTURE INSTALLATION, UNDERGROUND SHALL BE RIGID, THREADED, AD1277W1. SET TURN OFF TIME TO 10 MINS. NO SUBSTITUTES 2. THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, 2. IT SHALL BE THE DUTY OF THIS CONTRACTOR TO INCLUDING ALL INCANDESCENT FLUORESCENT GALVANIZED, HEAVY WALL TYPE. ALLOWED. 1. AT&B #5721, 2, 3 ETC., OR EQUIVALENT FEMALE HUB TYPE PLUMBING AND EQUIPMENT DRAWINGS AND AND HID LAMPS. Q. PVC CONDUIT IS NOT ALLOWED. E. PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT LIQUID-TIGHT CONNECTOR BY STEEL CITY, EFCOR OR APPROVED REPORT ANY INTERFERENCES BETWEEN HIS WORK R. CONDUIT RUN EXPOSED TO THE WEATHER SHALL BE HEAVY GROUNDING TYPE RECEPTACLES RATED FOR 20 AMPERES EQUAL. SPECIFICATIONS ARE INCORPORATED INTO, AND F. COMPLETE TELEPHONE AND COMMUNICATION AND THAT OF ANY OF THE OTHER CONTRACTORS WALL, METAL THREADED TYPE. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. BECOME A PART OF THIS DIVISION. THIS CONDUIT SYSTEM INCLUDING BOXES, PLATES, JACKS, ETC., AS SOON AS THEY ARE DISCOVERED. THE AS SPECIFIED SHOWN ON THE DRAWINGS AND REQUIRED CONTRACTOR SHALL EXAMINE ALL SUCH DRAWINGS � 2. CONDUIT SIZE SHALL BE 3/4" MINIMUM. F. RECEPTACLES SHALL BE SPECIFICATION GRADE AS 2. T&B #5331, 2, 3 ETC., OR EQUIVALENT MALE HUB TYPE LIQUID-TIGHT R ARCHITECT SHALL DETERMINE WHICH EQUIPMENT BY THE LOCAL TELEPHONE COMPANY AND/OR OWNER. AND SPECIFICATIONS AND BECOME THOROUGHLY / 3. CONDUIT SHALL BE SECURELY FASTENED IN PLACE. MANUFACTURED BY HUBBELL, P&S OR LEVITON. CONNECTOR WITH AN INSULATED THROAT BY STEEL CITY, EFCOR a pR�f WILL BE RELOCATED, REGARDLESS OF WHICH WAS FAMILIAR WITH THE PROVISIONS CONTAINED THEREIN. 4. ALL CONDUIT SHALL BE CONCEALED IN WALLS FLOOR AND G. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR OR APPROVED EQUAL. 1jlE F INSTALLED FIRST. HIS DECISION WILL BE FINAL. REQUIRED FOR CONSTRUCTION. THE SUBMISSION OF HIS BID SHALL INDICATE SUCH CEILINGS WHEREVER POSSIBLE. EXPOSED CONDUIT IN CONFIGURATIONS DIFFERENT FROM THE DUPLEX c� C;IN / KNOWLEDGE. H. TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER FINISHED AREAS WILL NOT BE PERMITTED. EXPOSED CONVENIENCE RECEPTACLES ABOVE SHALL BE AS 3. SHORT LENGTH (24" PLUS OR MINUS) OF LIQUID-TIGHT FLEXIBLE N � QUALITY ASSURANCE INSTALLATION. 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THEY ARE F. CONDUIT WILL BE PERMITTED IN UNFINISHED AREAS WITH THE INDICATED ON THE DRAWINGS. CONDUIT. +Gt 1. ALL PRODUCTS SHALL BE NEW AND OF THE TYPE AND 1. EXIT LIGHT SYSTEM. p� INTENDED TO SHOW THE APPROXIMATE SPECIFIC APPROVAL OF THE ARCHITECT. H. PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL I WIRING DEVICES J WHERE MATERIALS,, . . LOCATIONS OF EQUIPMENT AND CONDUIT. DIMENSIONS QUALITY SPECIFIED5. USE FLEXIBLE CONDUIT FOR THE CONNECTION TO RECESSED OR AND WORKMANSHIP EQUAL TO THAT SPECIFIED FOR EQUIPMENT, APPARATUS OR OTHER PRODUCTS K. LIGHTING CONTROLS. GIVEN ON THE PLANS IN FIGURES SHALL TAKE SEMI-RECESSED LIGHTING FIXTURES (6' LENGTH MAXIMUM). DUPLEX CONVENIENCE RECEPTACLES. 4. A BONDING JUMPER OF NEC SIZE OUTSIDE OF THE ASSEMBLY. PRECEDENCE OVER SCALED DIMENSIONS AND ARE SPECIFIED BY MANUFACTURER, BRAND NAME, L. E.C. TO COORDINATE INSTALLATION OF 'MUZAK', SECURITY USE LIQUID TIGHT METAL CONDUIT FOR ALL CONNECTIONS TO J. PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES TYPE OF CATALOG NUMBER, SUCH DESIGNATION AND/OR FIRE ALARM SYSTEM(S) WITH THE RESPECTIVE A �` e� SHALL BE VERIFIED IN THE FIELD. THE ELECTRICAL SHALL ESTABLISH THE STANDARDS OF THE TRADES SECTION 16491 - FUSES U DESIRED QUALITY AND STYLE. IT !S THE INTENT OF MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION AS FOLLOWS UNLESS OTHERWISE NOTED: G X94 ' THESE SPECIFICATIONS TO ESTABLISH A F. TEMPORARY SERVICE A. � t3 Q CONTRACTOR SHALL LAYOUT ALL EQUIPMENT ROOMS AND IN AREAS SUBJECT TO MOISTURE. 1. FINISHED AREAS: THERMOPLASTIC - COLOR TO � TO MAKE SURE THE EQUIPMENT AS PURCHASED, FITS 6. USE WATERTIGHT JOINTS WITH BURIED AND CONCRETE ENCASED MATCH DEVICE. A. THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF FUSES FOR ALL q Pel STANDARD OF QUALITY OF MATERIALS AND 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH, INSTALL AND f' IN THE ROOM OR SPACE SHOWN. EXACT LOCATION OF CONDUIT. ALL BURIED CONDUITS OUTSIDE OF BUILDINGS 2. UNFINISHED AREAS: ZINC COATED SHEEP METAL, SWITCHES, PLUS FUSIBLE EQUIPMENT FURNISHED BY OTHER TRADES. ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD EQUIPMENT INSTALLED. REMOVE AS REQUIRED ALL TEMPORARY POWER AND SHALL HAVE A MINIMUM OF 24" OR COVER. METAL CONDUITS ALUMINUM, OR CAST METAL AS APPROPRIATE FOR UNLESS INDICATED OTHERWISE ON PLANS, THE FUSES SHALL BE OF THE EXPIRES 12/31/16 AND ROUTING OF CONDUITS SHALL SUIT FIELD TEMPORARY LIGHTING IN ALL AREAS AND INDIVIDUAL ROOMS BURIED IN EARTH SHALL BE PAINTED (TWO COATS) WITH THE TYPE OF BOX. FOLLOWING TYPES: CONDITIONS. WHEN NEEDED BY THE INDIVIDUAL TRADES IN THE HEAVY ASPHALTUM PAINT. 3. EXTERIOR AREAS: COPPER FREE ALUMINUM WITH 4. UNTIL THE TIME OF INSTALLATION, THE ARCHITECT SECTION 16050 - BASIC ELECTRICAL - PERFORMANCE OF THEIR WORK. THIS CONTRACTOR SHALL 7. SUPPORT RUNS OF CONDUIT AS DETAILED IN TkHE APPROPRIATE GRAY, POWDER EPDXY FINISH, GASKET, 1. FUSES 601 TO 6000 AMPS SHALL BE UL- CLASS. TRADE TYPE SHALL TODD A. PETERSON RESERVES THE RIGHT TO MAKE MINOR CHANGES IN MATERIALS AND METHODS PROVIDE A MINIMUM OF TWENTY (20) FOOTCANDLES OF TABLE OF THE NATIONAL ELECTRICAL CODE (NEC). WEATHERPROOF, CROUSE-HINDS "WLRD" FOR DUPLEX BE KRP-C AS MANUFACTURED BY THE BUSSMANN COMPANY. 305 2ND STREET NW ILLUMINATION FOR TEMPORARY LIGHTING. ANY ADDITIONAL 2. FUSES 1/10 TO 600 AMPS SHALL BE UL CLASS RK1. TRADE TYPE SUITE 105 NEW BRIGHTON, MN 55112 C THE LOCATION OF CONDUIT AND EQUIPMENT WITHOUT 8. INSTALL EXPOSED RUNS OF CONDUIT AND CONDUIT ABOVE RECEPTACLES AND WLRS FOR SINGLE RECEPTACLES ADDITIONAL COST TO THE CONTRACT. A. NAMEPLATES LIGHTING REQUIRED BY INDIVIDUAL TRADES SHALL BE LAY-IN CEILINGS PARALLEL OR PERPENDICULAR TO THE OR EQUAL. SHALL BE LOW PEAK LPS-RK (600V) AND LPN-RK (250V) AS PHONE 651-632-2300 C_ 5. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE 1GENERAL: FURNISH AND MOUNT ON EACH PANELBOARD, PROVIDED BY THE INDIVIDUAL TRADES INCLUDING POWER FOR WALLS, STRUCTURAL MEMBERS OF INTERSECTIONS OF 4. TELEPHONE, COMMUNICATION, AND SIGNAL OUTLET MANUFACTURED BY BUSSMANN COMPANY. . INTENDED TO SUPPLEMENT EACH OTHER. MATERIAL SWITCHBOARD INCLUDING BRANCH SWITCHES THE LIGHTING. THE ELECTRICAL WORK FOR CONSTRUCTION VERTICAL PLANES AND CEILINGS. PROVIDE RIGHT ANGLE PLATES, SHALL MATCH THOSE USED FOR 3. ALL OTHER FUSES SHALL BE: C AND LABOR NECESSARY TO THE PROJECT SHALL BE ( )' PURPOSES SHALL CONFORM TO ALL FEDERAL (OSHA), STATE, TURNS USING FITTINGS OR SYMMETRICAL BENDS. SUPPORT RECEPTACLES AND SWITCHES. ALL OUTLET AND/OR A. DUAL-ELEMENT CURRENT-LIMITING TYPE WITH 200,000 AMPERES W `� FURNISHED AND INSTALLED EVEN THOUGH NOT LARGE JUNCTION BOX, SAFETY SWITCH, STARTER, SPECIFIC SAFETY REQUIREMENTS, AS WELL AS THE CONDUITS WITHIN 1" OF ALL CHANGES IN DIRECTION. JUNCTION BOXES SHALL BE COMPLETE WITH A COVER SPECIFICALLY MENTIONED IN BOTH. LABOR AND/OR REMOTE CONTROL, PUSH BUTTON STATION, AND ALL SYMMETRICAL INTERRUPTING CAPACITY. � r" / REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND 9. IF A CONDUIT IS SUSPENDED, IT SHALL BE SUPPORTED ON PLATE BY THIS CONTRACTOR. B. FUSES SHALL BE MANUFACTURED BY BUSSMANN, GOULD- c MATERIALS NEITHER SHOWN NOR SPECIFIED, BUT SIMILAR CONTROLS, A NAMEPLATE DESCRIPTIVE OF NATIONAL ELECTRICAL SAFETY CODE. THE ELECTRICAL TRAPEZE HANGERS WHICH USE "ALL-THREAD" RODS FROM 5. WHERE DEVICES ARE GANGED, THEY SHALL BE OBVIOUSLY NECESSARY FOR THE COMPLETION AND THE EQUIPMENT OR EQUIPMENT CONTROLLED. SHAWM , OR RELIANCE. L 2PROVIDE BLACK AND WHITE NAMEPLATES CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED INSTALLED UNDER COMMON COVERPLATE. C. SPARE FUSES F ES AMOUNTING TO A DUPLICATE SET OF EACH � �'"' . PROPER FUNCTIONING OF THE SYSTEM, SHALL BE APPLICATIONS, PERMITS AND INSPECTIONS PERTAINING TO THIS THE STRUCTURAL STEEL. THE USE OF CEILING SUPPORT WIRE K. LOCATE THE SWITCHES APPROXIMATELY 4'-0" ABOVE THE 1.1 `� CONSTRUCTED FROM LAMINATED PHENOLIC WITH A OR SIMILAR MATERIAL WILL NOT BE ACCEPTED. SIZE INSTALLED SHALL BE TURNED OVER TO THE OWNER � � C FURNISHED AND INSTALLED BY THE ELECTRICAL WORK. THIS COST SHALL BE INCLUDED IN THE CONTRACTORS FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE UPON COMPLETION OF THE PROJECT. PROVIDE AND PLACE IN A fK WHITE CENTER CORE. LETTERS SHALL BE 10. INSTALL EMPTY CONDUIT FOR FUTURE USE AS INDICATED ON THE � CONTRACTOR. PRICE. (WITHIN A.D.A. REQUIREMENTS}, UNLESS OTHERWISE SPARE FUSE CABINET SIMILAR TO BUSSMAN SFC. 0 6. ARRANGE ALL EQUIPMENT SUBSTANTIALLY AS SHOWN ON ENGRAVED 1N,THE PHENOLIC TO FORM WHITE 2. NEW LIGHT FIXTURES SHALL NOT BE USED FOR DRAWINGS. CONDUIT SHALL BE COMPLETE WITH JETLINE OR INDICATED. THE LONG DIMENSION OF THE SWITCHES f # LETTERS 3/8" HIGH. FASTEN THE NAMEPLATES WITH PULL ROPE, JUNCTION/OUTLET BOXES, TILE RINGS AND D. THIS CONTRACTOR SHALL REPLACE ALL FUSES BLOWN DURING THE DRAWINGS. MAKE DEVIATIONS ONLY WHERE SCREWS AND AN ADHESIVE TYPE FASTENER. TEMPORARY LIGHTING. SHALL BE VERTICAL CONSTRUCTION. � Q NECESSARY TO AVOID INTERFERENCE. CHECK ALL APPROPRIATE COVER PLATES. L. LOCATE RECEPTACLES APPROXIMATELY 1'-6" ABOVE THE �t (00 EQUIPMENT SIZES AGAINST AVAILABLE SPACE PRIOR g MOUNTING ACCESSORIES G. ELECTRIC SERVICE ii. PROVIDE PITCHPOCKETS WHERE CONDUITS PENETRATE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCK COURSE SECTION 16511 - LIGHTING FIXTURES �+ 7s TO SHIPMENT TO AVOID INTERFERENCE. 1. VERIFY THE EXACT ROUTING OF THE SECONDAR( SERVICE, AND ALL ROOF. (WITHIN A.D.A. REQUIREMENTS), UNLESS NOTED OTHERWISE. p 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SERVICE, WITH THE LANDLORD COMPANY PRIOR TO BIDDING. 12. THREAD LUBRICATION SEALANT IS REQUIRED ON OUTDOOR AND C) 0 7. EXAMINE THE WORK OF OTHER TRADES INSOFAR AS THEIR / THE LONG DIMENSION OF RECEPTACLES SHALL BE A. ALL LIGHTING FIXTURES SHALL BE FURNISHED BY TENANT AND INSTALLED BY � WORK COMES IN CONTACT WITH OR IS COVERED BY ANGLE IRON, CHANNEL IRON, RODS, SUPPORTS, UNDERGROUND THREADED METAL JOINTS. VERTICAL. THIS WORK IN NO CASE ATTACH TO, OR FINISH HANGERS, CONCRETE OR PLYWOOD REQUIRED TO SECTION 16060 - GROUNDING AND BONDING 13. INSTALL FIRE SEAL FITTINGS WHERE CONDUITS PENETRATE ELECTRICAL CONTRACTOR AS INDICATED ON THE LIGHTING FIXTURE AGAINST ANY DEFECTIVE WORK OR INSTALL WORK IN INSTALL, MOUNT AND SUPPORT ANY ELECTRICAL CONCRETE FLOOR SLABS OR MASONRY WALLS REQUIRED SCHEDULE, INCLUDING LAMPS. LAMPS SHALL BE OF SAME I"� EQUIPMENT OR DEVICE CALLED FOR ON THE SECTION 16410 - SAFETY SWITCHES MANUFACTURER FOR ALL TYPES. �✓ '...-. A MANNER WHICH WILL PREVENT PROPER A. GROUND ALL EQUIPMENT PER N.E.C. TO BE FIRE RATED. PLANS. A. SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY i INSTALLATION OF THE WORK OF OTHER TRADES. B. GROUND ALL DRY TYPE TRANSFORMERS AS PER DRAWINGS AND NEC 14. HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND B. ALL FIXTURES SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL Q� 7p rr 8. ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER 2. SUPPORTING MATERIAL SHALL T COMPLETE WITH #450-10. FEEDING EQUIPMENT SHALL NOT BE MORE THAN 5'-0" TYPE TYPE HD WITH QUICK-MAKE, QUICK-BREAK HANGERS, CONNECTORS, BOLTS, CLAMPS AND ( ) AND SHALL BE INSTALLED ACCORDING TO MANUFACTURERS L.- TRADES ALL ELECTRICAL CHARACTERISTICS OF C. ALL CONDUITS SHALL CONTAIN A CODE-SIZED GROUND WIRE SIZE PER UNLESS THE WRITTEN APPROVAL FROM ARCHITECT OR MECHANISM AND EXTERNAL PAD LOCKABLE OPERATING O u INSTRUCTIONS. T NECESSARY ACCESSORIES TO MAKE A COMPLETE N.E.C. IN ADDITION TO THE CONDUCTORS SHOWN ON THE PLANS. WHERE ENGINEER IS OBTAINED. -.1_ c EQUIPMENT REQUIRING,_ELECTRICAL CONNECTIONS, HANDLE. INSTALLATION. SUPPORTING MATERIAL SHALL BE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, �"^f"�j ('/'� CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND B. SAFETY SWITCHES SHALL BE RATED FOR 240 OR 600 C. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY U) " '' HORSEPOWER AND SHALL NOTIFY ENGINEER OF ANY GALVANIZED, PAINTED OR OTHERWISE SUITABLY THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY. B. PULL AND JUNCTION BOXES VOLTS AS APPLICABLE. THEY SHALL BE HORSEPOWER FINISHED. PRODUCTS BY BINKLEY, STEEL CITY OR 1. INSTALL PULL AND JUNCTION BOXES WHERE SHOWN ON THE SUPPORT MEDIA FOR ALL LIGHTING FIXTURES INCLUDING STRUCTURAL �.�'" DISCREPANCIES PRIOR TO START OF WORK. RATED WHEN USED IN MOTOR CIRCUITS. STEEL, ANGLE, RODS, ETC. IN GENERAL, FLUORESCENT AND HIGH ''`�., c ELECTRICAL CONTRACTOR SHALL PROVIDE RACO WILL BE ACCEPTABLE. DRAWINGS, AND WHERE REQUIRED FOR CHANGES IN C. SAFETY SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE 2, SECTION 16120 - WIRE AND CABLE INTENSITY DISCHARGE FIXTURES SHALL BE SUPPORTED IN A MANNER .� DISCONNECTING MEANS AND OVERLOAD DIRECTION, AT JUNCTION POINTS, AND TO FACILITATE WIRE 3, OR 4 POLE AS INDICATED ON THE DRAWINGS. ACCEPTABLE TO THE LOCAL INSPECTION AUTHORITIES. ALL FIXTURES COLOR CODE CONDUCTORS (EXCEPT CONTROL C. EXECUTION A. PULLING. FURNISH BOX SIZES IN ACCORDANCE WITH NEC PROTECTION FOR ALL EQUIPMENT, UNLESS FURNISHED D. SAFETY SWITCHES SHALL BE SINGLE THROW UNLESS SHALL BE FIRMLY SUPPORTED FROM BEAMS OR JOISTS. INTERGRAL WITH EQUIPMENT PACKAGE. 1. THE ELECTRICAL WORK FOR CONSTRUCTION PROPOSED AND INSTRUMENTATION CONDUCTORS) AS UNLESS LARGER BOXES ARE INDICATED. OTHERWISE INDICATED ON THE DRAWINGS. SHALL CONFORM TO ALL FEDERAL (OSHA) STATE, FOLLOWS: E. ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R 1. PROVIDE ALL NECESSARY BACKING, BLOCKING AND SUPPORTS FOR 9. IT IS THE INTENT OF THESE DRAWINGS THAT THIS BEA ALL SPECIFIC SAFETY REQUIREMENTS AND THE 208j120SYSTEM 480/277 SYSTEM 2. PROVIDE STEEL BOXES AND REMOVABLE COVERS OF CODE C COMPLETE ELECTRICAL JOB, ANY ERRORS OR GAGE, HOT ROLLED SHEET STEEL, HOT DIPPED GALVANIZED OUTDOORS UNLESS OTHERWISE INDICATED ON DRAWINGS. WALL MOUNTED FIXTURES. REQUIREMENTS OF THE CURRENT EDITION OF THE PHASE A BLACK BROWN F. MANUFACTURER SHALL BE SQUARE D, SIEMENS, G.E., OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF INSIDE AND OUTSIDE, FOR ABOVE GROUND WORK. FURNISH 2. FIXTURES SHALL NOT BE SUPPORTED FROM ROOF DECK. NEC, PHASE B RED ORANGE CUTLER-HAMMER. ALL SAFETY SWITCHES SHALL BE BY ONE THE ENGINEER AND ARCHITECT PRIOR TO BIDDING WEATHERPROOF BOXES WHEN INSTALLED ABOVE GROUND THE JOB. 2. CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR PHASE C BLUE YELLOW OUTSIDE. MANUFACTURER. ELECTRICAL REQUIREMENTS AND INCLUDE THE NEUTRAL WHITE GREY 3. PROVIDE CAST IRON BOXES, HOT DIPPED GALVANIZED INSIDE G. MOUNT THE SAFETY SWITCHES SECURELY BETWEEN 3' X 6' D. ALL FIXTURES SHALL BE U.L. LISTED AND APPROVED FOR THE PURPOSE R E VI S 10 N SAME IN THE CONTRACT COST. GROUND GREEN GREEN INTENDED. B. VISIT TO THE SITE AND OUTSIDE WHERE SHOWN ON THE DRAWINGS. FURNISH 1. THIS CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND 3. EQUIPMENT CONNECTIONS, STARTERS, DISCONNECT 1. #12 AND #10 CONDUCTORS SHALL HAVE LEVELS ABOVE THE FLOOR UNLESS OTHERWISE INDICATED REMOVABLE COVERS WITH GASKETS AND STAINLESS STEEL, ON THE DRAWINGS. E. IF REQUIRED BY CODE LIGHT FIXTURES SHALL BE CHICAGO PLENUM FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HIS SWITCHES, CONTROL TRANSFORMERS AND CONTINUOUS INSULATION COLOR, AS LISTED BRASS OR BRONZE SCREWS. H. SWITCHES ON BLOCK WALLS SHALL BE MOUNTED ON A 3/4" RATED. WORK. THE SUBMISSION OF HIS PROPOSAL SHALL PUSHBUTTON STATIONS FOR THE EQUIPMENT ABOVE. 4. PROVIDE CONCRETE BOXES FOR UNDERGROUND WORK UNLESS PLYWOOD BACKBOARD, WHERE LOCATED INDOORS. i INDICATE SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT FURNISHED BY THE OWNER OR UNDER A SEPARATE 2. COLOR CODE CONDUCTORS LARGER THAN OTHERWISE INDICATED ON THE DRAWINGS. FURNISH STEEL SHALL BE MADE ON CLAIMS THAT ARISE FROM A LACK CONTRACT SHALL BE INSTALLED AND CONNECTED ABOVE, WHICH DO NOT HAVE CONTINUOUS FRAMES AND COVERS WITH THE COVER ATTACHED TO THE SECTION 16442 - PANELBOARDS F. RECESSED FIXTURES IN FIRE RATED CEILING OR SUPPLY AIR PLENUMS OF KNOWLEDGE OF THE EXISTING CONDITIONS. UNDER THIS DIVISION, AS INDICATED ON THE INSULATION COLOR BY APPLICATION OF AT FRAME WITH HEXAGON HEAD, BRASS OR BRONZE CAP A. PANELBOARDS SHALL BE APPROVED FOR THE FIRE RATING OF THE CEILING. PROVIDE CONTRACT DRAWINGS. LEAST TWO LAPS OF COLORED TAPE ON " IN. DIAMETER. PROVIDE A RUBBER GASKET AIR-TIGHT GASKETS TO SEAL AROUND OPENINGS. SCREWS, 38 4. ALL CUTTING, PATCHING, EXCAVATING, BACKFILLING EACH CONDUCTOR AT ALL POINTS OF / 1. EXISTING PANELBOARDS SHALL RE REUSED C. CODE AND PERMITS FOR SEALING BETWEEN THE COVER AND THE FRAME. PAINT AND/OR RELOCATED. REPLACE AS G. ALL ADJUSTABLE FIXTURES SHALL BE AIMED AND ADJUSTED DURING 1. INSTALLATION SHALL BE IN FULL ACCORDANCE WITH ALL AND CONCRETE WORK RELATED TO THIS ACCESS INCLUDING JUNCTION BOXES. COLOR THE COVER WITH TWO COATS OF HEAVY ASPHALTUM. / CONTRACT WILL BE THE RESPONSIBILITY OF THE TAPE SHALL BE THE EQUAL OF 3M REQUIRED WITH THE FOLLOWING: EVENING HOURS TO THE SATISFACTION OF THE ARCHITECT. CODES, RULES AND REGULATIONS OF MUNICIPAL, CITY, ELECTRICAL CONTRACTOR. THIS CONTRACTOR PRODUCTS SCOTCH 35. PANELBOARDS SHALL BE ENCLOSED DEAD COUNTY, STATE AND PUBLIC UTILITIES AND ALL OTHER # C. OUTLET BOXES FRONT SAFETY TYPE WITH FEATURES AND SECTION 16750 - TELEPHONE SYSTEM AUTHORITIES HAVING JURISDICTION OVER THE SHALL ASSUME THE RESPONSIBILITY OF PROVIDING 3. CONDUCTORS SHALL BE SOFT ANNEALED 1. USE SHEET STEEL BOXES, ZINC COATED OR CADMIUM PREMISES. THE SLEEVES, CHASES AND OPENINGS NECESSARY COPPER INSULATED FOR 600 VOLTS UNLESS PLATED, FOR CONCEALED INTERIOR WORK. RATINGS AS SCHEDULED ON THE DRAWINGS. 2. COMPLY WITH ANY SPECIFICATION REQUIREMENTS THAT ARE FOR THE ELECTRICAL INSTALLATION AND FOR SPECIFICALLY INDICATED OTHERWISE. 2. USE CAST BOXES, ZINC-CADMIUM FINISH MALLEABLE IRON FOR 2. PANELS KNOWN AS "LOAD CENTERS ARE A. ELECTRICAL CONTRACTOR TO PROVIDE TELEPHONE SERVICE CONDUIT IN EXCESS BUT NOT IN CONFLICT WITH CODE THEIR REPAIR IN AN ACCEPTABLE MANNER, AS ALUMINUM CONDUCTORS ARE NOT ALLOWED EXPOSED INTERIOR WORK AND FOR EXPOSED OR UNACCEPTABLE. OR DUCT TO TELEPHONE BOARD AS SHOWN ON PLANS. SERVICE REQUIREMENTS. DETERMINED BY THE ARCHITECT. ALL HOLES ON THIS PROJECT. CONCEALED WORK IN WET DAMP OR EXTERIOR LOCATIONS. 3• MOLDED CASE CIRCUIT BREAKERS SHALL BE AS CONDUIT SIZE AND QUANTITY SHALL BE AS DETERMINED BY LOCAL 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL SHALL BE CORE-DRILLED. PROVIDE FIRE STOP IN B. INSULATION TYPE SHALL BE TYPE THHN OR THWN. CAST BOXES SHALL BE SERIES FD BY CROUSE HINDS OR SCHEDULED ON THE DRAWINGS AND SPECIFIED IN TELEPHONE COMPANY. PERMITS, PLAN REVIEWS AND CERTIFICATES OF ALL OPENINGS CREATED THROUGH FIRE-RATED THHN SHALL NOT BE USED IN WET OR DAMP APPLETON. THIS DIVISION. j INSPECTION IN CONNECTION WITH HIS WORK, REQUIRED WALLS, FLOORS OR CEILINGS. LOCATIONS. 3. WALL BOX SIZES (MINIMUM) SHALL BE 4" SQUARE X 2-1/2" DEEP 4. ALL BUS BARS SHALL BE RECTANGULAR SOLID B. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS WITH BY THE FOREGOING AUTHORITIES. BEFORE FINAL 5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR C. FLEXIBLE CORD SHALL BE HEAVY DUTY TYPE WHERE WALL CONSTRUCTION PERMITS. WHERE WALL COPPER. PULL WIRES, OUTLET BOXES, METAL CABINETS AND PULL BOXES. PAYMENT OF THE CONTRACT IS ALLOWED, ALL PROVIDING ALL REQUIRED ACCESS PANELS SO WITH AN EQUIPMENT GROUND CONDUCTOR IN 5CONSTRUCTION DICTATES, THE WIDTH MAY BE REDUCED TO . SPACE, WHERE SHOWN IN PANEL SCHEDULES, PROVIDE A COMPLETE CONDUIT SYSTEM WITH PULL WIRE AS INDICATED NECESSARY FOR HIS WORK, COORDINATE WITH ADDITION TO THE CURRENT CARRYING >� DESIGNATES SPACE FOR FUTURE PROTECTIVE ON DRAWINGS. CERTIFICATES SHALL BE DELIVERED TO THE 2-1/8 OR 1-1/2 UNDER SPECIAL CONDITIONS. ARCHITECT PRIOR TO INSTALLATION. CONDUCTORS. 4. FIXTURE OUTLETS IN CEILINGS MINIMUM SHALL BE 4" DEVICES AND SHALL INCLUDE BUS AND SUPPORT. ARCHITECT IN DUPLICATE. (MINIMUM) D. PROVIDE #12 CONDUCTORS, UNLESS OTHERWISE6. INSTALL CABINETS SO THAT CENTER OF THE TOP C. ALL PLATES SHALL BE STANDARD TELEPHONE TYPE WITH JACK. 4. ELECTRICAL MATERIAL AND EQUIPMENT SHALL BEAR THE OCTAGONAL X 1-1/2" DEEP (4-11/16" OCTAGONAL X 2-1/2" UL LABEL EXCEPT WHERE UL DOES NOT LABEL SUCH INDICATED. DEEP WHERE REQUIRED TO ACCOMMODATE LARGER BREAKER DOES NOT EXCEED 6'-6" ABOVE THE PROVIDE PLATES OF SAME MATERIAL AND FINISH AS SPECIFIED FOR I TYPES OF MATERIAL AND EQUIPMENT. i. CONTROL CONDUCTORS SHALL BE #14 CONDUIT OR LARGER NUMBER OF WIRES). FINISHED FLOOR. RECEPTACLES. WALL PHONE PLATES SHALL HAVE MOUNTING STUDS. I MINIMUM FOR NEC CLASS I AND #16 FOR NEC 7. ENTRIES ON DIRECTORY CARDS SHALL BE TYPED, CLASS 11. COMPLETE AND ACCURATE. D. PROVIDE PLYWOOD TERMINAL BOARD AS SHOWN ON DRAWINGS. E. CONDUCTORS #8 AWG AND LARGER SHALL BE 8. ALL BOLTED CONNECTIONS SHALL BE TORQUED IN STRANDED. ACCORDANCE WITH MANUFACTURER'S STANDARDS. E. A CONDUIT RUN SHALL HAVE NOT MORE THAN THREE (3) BENDS IN A RUN F. CONDUCTORS #10 AWG AND SMALLER SHALL BE 9. ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS BETWEEN OUTLET BOXES OR BETWEEN OUTLET BOX AND A METAL SOLID. AS NEAR AS POSSIBLE TO CIRCUIT NUMBERS ON THE CABINET OR PULL BOX. WHEN A RUN REQUIRES MORE THAN THREE (3) G. INSTALL WIRING IN CONDUIT. DRAWINGS. AT COMPLETION OF JOB, ELECTRICAL BENDS, A PULL BOX OF SUITABLE SIZE SHALL BE PLACED IN SUITABLE H. CONNECT #10 AND SMALLER WIRES WITH CONTRACTOR SHALL TAKE CURRENT READING LOCATION TO MEET THE ABOVE CONDITIONS. a CONSTANT PRESSURE EXPANDABLE SPRING CHECKS OF RESPECTIVE PHASES. A MINIMUM OF TYPE CONNECTORS, "SCOTCHLOK" BY 3M CIRCUIT CONNECTIONS SHALL BE REARRANGED TO BALANCE, AS CLOSELY AS POSSIBLE, THE LOAD IN OR B-CAP BY BUCHANAN. THE PANEL. 10. ALL BREAKERS SHALL BE BOLT-ON TYPE. 11. PROVIDE (3) SPARE 1- CONDUITS INTO ACCESSIBLE E4 CEILING SPACE WHERE PANELS ARE FLUSH-MOUNTED. 12. MANUFACTURER SHALL BE SQUARE D, SIEMENS, PROTOTYPE UPDATE 12/04/14 G.E., OR CUTLER-HAMMER. 6246. 8'-0' MAIN SALES DESK 2'4' OVERALL WIDTH '- -- NOTE: ACTUAL CASE DESIGN MAY -- VARY, WITH TRIM ON ONE SIDE NOTE: ACTUAL CASE DESIGN _ ONLY OR OMITTED, GLASS ON ONE MAY VARY BUT COMPONENTS PANIC BUTM TO BE SIDE ONLY AND/ OR WITH 8" KICK IDENTIFIED WILL BE THE SAME INSTALLED AT SIDE OF OPENINGAT FRONT HINGED DOOR CABINET BIN IS WHERE TRASH LOCATED � FINAL TELEPHONE CONNECTION UNDERSTKXC STORAGE AREAS MAY VARY - COMPLETED IN FIELD PER TENANT w '_4- 1'_4' 3* x 3" MIN. OPENING F F.C. TO PROVIDE ACCESS PANEL AT ALL BEHIND PULL--OUT TRAY �{�-- POWER FEED BETWEEN POWER FEED LOCATIONS - TEMPORARY FULLY EXTENDABLE PULL-OIUT PHONE TRAY I ACCESSIBLE AREAS OF DESK DRAWER REMOVAL MAY BE NECESSARY FOR z E.C. TO MAKE FINAL CONNECTIONS ADJUSTABLE SHELF PREWIRED DUPLEX OUTLET BY F.C. BELOW w (2) QUAD OUTLETS FLEX PULL-OUT PHONE TRAY o CHANNELED IN DESK BY F.C. DRAWER -- ° aD�,y� IIB IIS m QD Q ° FOR FINAL CONNECTION BY E.C. a Nt/I ab ® (D OD aD 0 IN BASE — ALL OTHER OUTLETS a o • REMOVABLE PANEL FOR ACCESS TO MAKEBY E.C. (1, 2 OR 3) 3/4" CONDUIT IN SLAB WITH REQUIRED REMOVABLE PANEL F FINAL CONNECTIONS - E.C. TO CUT HOLES AS 0 I 00 ENDS UP 1 1/2- Z _ a a .- •.� - ONE ALWAYS TO FEED (2) CIRCUITS TO ;a. ACCESS TO MAKE FINAL o 0 SUPPLY LIGHT RAIL(S) AND RECEPTACLESIII CONNECTIONS - E.C. TO CUT SEPARATELY u 9 POSSIBLE LOCATION FOR SHOWCASE PO t HOLES AS REQUIRED 11' FROM - ADDITIONAL WHERE REWIRED FOR FEED - SEE POWER CONNECTION SECTION ON \ FRONT (TYP.) WiOM �H�CA�CIRCUITNFOR PI011 N FRON (TYP.) THIS SHEET KICK CLEAR ACCESS M VARIES VARIES s 1/2' 1'—O-CLEAR s 1/2' s 1/2` 1'-0-� s 1/2' == -- (6) 3/4' CONDUIT THOU SLAB TO (6) 3/4" CONDUIT TO J-BOX SHOWCASE TELEPHONE 2'-5" END TO SUPPLY < - ONE FOR POWER TO (2) QUAD OUTLETS S 2'-5" END TO SUPPLY < REX CHANNELED INDESK BY F.C. 9' MIN. 9' MIN SHOWCASE POWER CONNECTION OPTIONS C O N N T C TI O N ALL FINAL ELECTRICAL - ONE FOR EACH DEDICATED SECURITY EQUIPMENT ALTERNATE(DASHED LINES INDICONDUIT ATE LO CONNECTIONS BY E.C. `A16, - ONE TOP RROF CASH REGISTER DUPLEX REFER TO PLAN ON SHEET E1) ;1'-10 3/4' CLEAR 1/ A RECEPTACLES BY E.C. (2 THIS DESK) FE1 - ONE FOR EACH DATA LINE JACK M REGISTER BY TENANT (2 THIS DESK) A SECTION 8 ' - 0 " MAIN SALES DESK OUTLET INSTALLATION FE1 1 " = 1 ' — 0 " , Q PRo . NOTE: REFER TO PLAN ON SHEET E1 TO VERIFY WHICH END OF DESK TO PROVIDE POWER IN sib 58564PE Fff F_ ;:5 14 4'-6" OYER I I I I FE1 2'-9' OVERALL WIDTH EXPIRES 12/31/16 N I I • JUNCTION BOX IN WALL AT T WIRE UNDER C � -6' A.F.F. TO HARD iv TODD A. LIGHT FIXTURE�N�, , OPENING TO CAVITY BEYOND DI 305 2ND STREETRNWQN � PANEL FOR ELECTRICAL ACCESS TO SUITE 105 NEW BRIGHTON, MN 55112 SCRIBE OPENING AS COUNTER TOP PHONE 651-632-2300 SHOWN IN BACK PANEL OUTLET _ p� IN Lu c I E _- �T _ _]T T I I( L� _ — — — — IF NOT EXISTING BY�F.. OR ANALCONNECTIONCONNECTION BYT-Ct _ T IN BASE - ALL OTHER OUTLETS BY _ :I[— _1E °HOLE IN BOTTOM Of — a► I E _ L — T Irr CABINETPRE F CORD FEED ° ® © ©aD _ V T _71E _ _ C T 2'-3' 2'-3' � Il E — — I FROM upiT FIXTURE -- �-_ � � � � ['� REMOVABLE PANEL FOR ACCESS m oLu UNDER XXE VTH�GI�NDDED . , o CUT AKE FINAL A` REQUIRED - E.C. To 6 PLUG BY F.C. - SEE LIGHT +1 " 1 W 00 /'""ti UNDER CABINET LIGHT 4'-6" OVERALL FIXTURE SCHEDULE "� `{ L�.1 Z ( FIXTURE BY F.C. - SEE CENTERLINE OF - OW.. F POWER TSD QUAD OUTLET BY F.C. W Y LIGHT FIXTURE SCHEDULE — _ w I I � T= �� oEs�c - ONE FOR DEDICATED CIRCUIT >n PAIR OF \ "� OUTLET CASH REGISTER DUPLEX RECEPTACLESQUAD 0 11 SIDE PALL OF RECESSED IN—� I I �-- -- - ONE FOR DATA LINE JACK TO REGISTER BY F.C. BY TEMANT ONE FOR TELEPHONE JACK nn,, T 1'-0' - ONE FOR SECURITY EQUIPMENT 9' MIN < W T Ir OFF SCRIBE OPENING AS L 1 -4 ENING SHOWN IN BACK PANEL S-9' OVERALL 3 ;2'-4 1/2" CLEAR 3 " O = t•.•/ � I I F.C. TO PROVE MMT. 4 FT. I I F NOT EXISTING 4-1 In ugt��XMM AW10-OW— I ALL FINAL ELECTRICAL CONNECTIONS BY E.C. C/) V 1 r OUTLET IN DESK I I I I z ( T < m 115TI - - - -I a IIINSTALLATIONC SECTION • DRAWER END GIF DESK TO RUN WA Y DESK }? ,? S N 1 I I ( I N I I o BE AGAINST BACK OUTLETS ARE SET IN COUNTER - REFER TO 1 = 1 — 0 DRYWALL BEHIND � IPLANS M FY IF I � II FREESTANDING FIXTURE io I I I I FIXTURE IS AS SHOWN OR MIRROR IMAGE I 1 CENTERLINE OF 3. 3' I — — — —I REVISIONS-- OFFICE DESK — OUTLETS ARE SET IN B s - s - DRYWALL BEHIND 2'-3" 2'-3' 4 4 4 4 FREESTANDING FIXTURE FE1 ALL FINAL ELECTRICAL CONNECTIONS BY E.C. CHECK — IN OUTLET ELEVATION S . I . S . DESK /CABINET CONNECTION GROMMET AT EACH SIDE PANEL FOR SCD FEED WHEN DESK IS PLACED INLINE E:117 WITH SHOWCASE 0 E_ QUAD OUTLET FLEX CHANNELED IN DESK BY F.C. FOR FINAL CONNECTION BY E.C. IN BASE - ALL OTHER OUTLETS BY E.C. c9 z a r ° ® REMOVABLE PANEL FOR ACCESS TO MAKE FINAL CONNECTIONS - E.C. TO CUT HOLES AS REQUIRED a (5) 3/4" CONDUIT THRU SLAB T4 J-BOX II - ONE FOR POWER TO QUAD OUTLET BY F.C. G.C. TO USE F.0 SUPPLIED TEMPLATES -- - ONE FOR DEDICATED CIRCUIT TO PAIL OF CASH REGISTER DUPLEX RECEPTACLES FIXTURE CONTRACTOR SHALL PROVIDE A MASONITE TEMPLATE OF OFFICE DESKS AND -ONE FOR DATA UNE JACK TO REGISTER M BRIDAL MEDIA WALL ELEVATIONS, SERVICE DESK, SHOWCASES AND ANY OTHER 'ITABY TENANT FIXTURE COMPONENTS THAT REQUIRE ELECTRICAL FEED LOCATIONS TO THE G.C. FOR - GINE FOR TELEPHONE JACK USE IN COORDINATING ELECTRICAL CONNECTIONS IN THE FIELD. -- F.C. SHALL ALSO - ONE FOR SECURITY EQUIPMENT PROVIDE DETAILED INSTRUCTION FOR ASSEMBLY AND ELECTRICAL SERVICE REQUIRED 10" 10" 9" MIN. OF FIXTURE COMPONENTS TO BE ASSEMBLED AND/ OR INSTALLED BY THE G.C. IN 4'-0" (DASHED LINES INDICATE ALTERNATE 2'-3" APPROX. DESK WIDTH THE FIELD CONDUIT LOCATION - REFER TO PLAN ON JL FT. SHEET E1)REFER TO SHEET E1 FOR GENERAL ELECTRICAL NOTES AND ROUTING METHOD NOTES 4 SALES DESK INSTALLATION B ,E C TI 0 N �� FE1 FE1 1 = V - 0 ,M„E Imo___ REFER TO SHEET E2 FOR LIGHT FIXTURE SCHEDULE FIXTURE INSTALLATION ELECTRICAL ALL, DETAILS t -VERIFY DIRECTION OF CONDUIT NEEDED FOR TWO E i JUNCTION BOX BY E.C. LOCATED IN CEILING FE2 --� N (2) JUNCTION Box BY E.C. WITH MIN. 10 FT. � WHIPS EACH TO FEED FOR POWER AND DATA LINE OUTLET CONNECTIONS - FED DOWN SIDE ~ { I { { { ( CHASE TO ACCESIIBLE MONITOR CAVITY � W H { { { { { ( { { DEDICATED CIRCUIT FOR DUPLEX OUTLET z FED FROM J-BOX ABOVE � z DUPLEX WTLET PREINSTALLED BY F.C.FOR Mn TO W - ' { J L { RELATED EOUIPMENT MOt TORS AND o d � { { E.C. TO PROVIDE DUPLEX $ g OUTLET CENTERED BEHIND BUMP-OUT CASE LOCATION ON { { PLANS - F.0 TO PROVIDE WALL TEMPLATE TO CONFIRM { { LOCATION 0 { { r F.C. TO PRE WIRE WALL UNIT { 65" MOtIIOR FACING OUT MALL Sf[DEASSEMBLY WITH M 0 GROUNDED PLUG AT END }' { { UNIT O ASURE ASSEMBLY PROVIDES ACESS TO MAKE FINAL i F.C. TO SEPARATELY PRE WIRE ,�Q�Ea PROFS { / CONNECTION TO WALL OUTLET = SHOW4�MIN. AND VIMNE GROUNDED LLALL UNIT WITH z ��"� �'1N1\ ��9 { CONTINUE DATA LINE FROM OF TOP UNIT <tr p { FOR FINAL CONNECTION TO JACK BOX F 58564PE INSTALLED WITHIN ACCESSIBLE MONITOR { ( CAVITY •o { { �Qy�l)'14 1�9��'d R2 .40 PFET I { { { { { EXPIRES 12/31/16 { { �ao m SCRIBE 8" Xr OPENING °D TODD A. PETERSON { ( { { I I { { CENTERED IN BOTTOM OF 305 2ND STREET NW UNITS AS SHOWN, IF SUITE 105 NEW BRIGHTON, MN 55112 `{ EXISTING = PHONE 651-632-2300{ { { { { 1 { Nmco 9D N rr { { ) { { { M C' '-5 1/ OVERALL UNIt i 1 -�� 1'-4' 1'-4' � � w w � � F> -11 1/2 11 1/2 rr < O ` i L I L ( 1 SCRIBE S' X 8' OPENING E.C. PROVIDE DUPLEX 11--LL-- ---��---"'I CENTEREDCENTEREDD M! BOTTOM OF UNITS BEHIND BUMP-OUT W CA T CASE LOCATION ON AS SHOWN. IF NOT EXISTING PLANS - F.0 M PROVIDE WALL TEMPLATE TO CONFIRM LOCATION LuQ :t co SHOWN ON INTERIOR SIDE OF STORE JANE SEYM OU R SECTION LEVI AN SECTION AT Lu 0 z E SECTION C' FE2 „ AT POWER CONNECTION POWER CONNECTION �-- EWALL POWER CONNECTION � _ � -- p c a� Z oc � 0 = 0 2'-0 3/8' / 4--1 r� n F / w 6 1 2 6 1/2- FINAL, TELEPHONE CONNECTION BY T z IN WALL ABOVE CREDENZA . „ 1 w 1 w w < w a 7 s /2 7 /2 6 1 2 7 1/2 s 1/2 7 1/4 Q JUNCTION BOX IN WALL AT WER WER AWER ENING 7-Li' A.F.F. TO HARDWIRE SIGN OCATION rA CATION TION W Z loco = Z .7 f! DUPLEX OUTLETS (TV. of 6) W � ® ® ® ® ® R E V 1 S 10 N 'S r3 FOR CHARGING TABLETS - z�, QUAD OUTLET IN LOCATE BETWEEN SHELVING WALL (TYP. OF 2) STANDARDS Z ca N Z 10-0-1 00 STANDARDS AT 2'-0' O.C. TABLET HOLDER 1001 .� DIVIDERS (TV.) L DUPLEX OUTLETS (TV. OF 6) FOR USE IN CHARGING TABLETSol 3j 3'-5 1/4!' OPENING 1 3/40NOTE: SCRIBE OPENINGS IN BACKgw 6w FLOOR LINE PANEL AS SHOWN IF NOT EXISTING 4'-0 3/4' CREDENZA LENGTH FOR ACCESS TO ELECTRICAL /DATA 2'-O' MIN OPENING IN WALL � CHARGING» OUTLETS AT SHELF SCALE: 1'=l'-O" POWER AT CREDENZA G CENTERLINE OF BRIDAL `0 6' 1'-9' MEDIA WALL ii) a 01 DATA JACK IN WALL La c� :r G.C. TO USE F.0 SUPPLIED TEMPLATES -- Z FIXTURE CONTRACTOR SHALL PROVIDE A MASONITE TEMPLATE OF OFFICE DESKS AND O BRIDAL MEDIA WALL ELEVATIONS, SERVICE DESK, SHOWCASES AND ANY OTHER FIXTURE COMPONENTS THAT REQUIRE ELECTRICAL FEED LOCATIONS TO THE G.C. FOR USE IN COORDINATING ELECTRICAL CONNECTIONS IN THE FIELD. -- F.C. SHALL ALSO —s" MIN. OPENING — DUPLEX OUTLET IN WAIT' PROVIDE DETAILED INSTRUCTION FOR ASSEMBLY AND ELECTRICAL SERVICE REQUIRED OF FIXTURE COMPONENTS TO BE ASSEMBLED AND/ OR INSTALLED BY THE G.C. IN FLOOR UK THE FIELD 7 REFER TO SHEET E1 FOR GENERAL ELECTRICAL NOTES AND ROUTING METHOD NOTES BRIDAL MEDIA WALL OUTLETS REFER TO SHEET E2 FOR LIGHT FIXTURE SCHEDULE MMM UMIE I? b4 4 FIXTURE WSTALLAIM ELECTRICAL DETAILS LOCATE BALANCING DAMPERS IN NECK OF BROAN EXHAUST FAN, 110 CFM, 6-0 DIFFUSER. TYPICALLY FOR ALL DIFFUSERS MECHANICAL SPECIFICATIONS F-DUCT FROM FAN UP THRU ROOF -THERMOSTAT FOR ROOFTOP UNIT AND RETURN AIR GRILLES IN GYP. CEILING, 1. ORDINANCES. PERMITS. AND CERTIFICATES ALL WORK UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL BE INSTALLED IN FULL ACCORDANCE WITH ALL ---- -- TI LAWS, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AUTHORITIES (LOCAL, STATE, AND FEDERAL) HAVING JURISDICTION WHICH IN ANY WAY WILL AFFECT THIS WORK. THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED BY THE FOREGOING GOVERNMENTAL AUTHORITIES. CD-2-170 CD-2-170 CD-2-170 CWR- ALL WORK SHALL BE INSTALLED IN FULL ACCORDANCE WITH REGULATIONS OF THE UNDERWRITERS HAVE JURISDICTION. CWS DUCTED RETURN NO 2. VISIT JOB SITE PLENUM RETURN VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S REQUIREMENTS. NO ALLOWANCE WILL BE MADE FOR EXTRAS .......---------- - SMOKE DETECTOR 0I °D DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL CONDITIONS 00 RETURN AIR DUCT-,, -1 3. GUARANTEE LOCATED IN '�o I IMPOSED BY THE LANDLORD OR OTHER AUTHORITIES. ALL LABOR AND MATERIAL FURNISHED UNDER THIS CONTRACT WILL BE GUARANTEED FOR A PERIOD OF ONE w S YEAR FROM DATE OF FINAL ACCEPTANCE BY THE TENANT. DURING THIS TIME, THIS CONTRACTOR SHALL REPAIR CONNECT NEW 12*0 FRESH AIR AHU-1 2002 1602 12xl Tx 2 ALL LEAKS AND CORRECT ALL DISCREPANCIES WITH CODES OR THE SPECIFICATIONS AT HIS OWN EXPENSE. DUCT TO LANDLORD FRESH AIR DUCT. FIELD VERIFY EXACT 4. DUCTWORK SIZE AND LOCATION OF 20 ALL NEW AIR SUPPLY DUCTS SHALL BE MADE OF GALVANIZED SHEET METAL WRAPPED WITH 2" OF INSULATION. LANDLORD DUCT. ALL NEW RETURN AIR DUCTWORK SHALL BE MADE OF GALVANIZED SHEET METAL NOT INSULATED. NEW RE-1 ago i DUCTWORK SHALL BE INSTALLED ACCORDING TO REUSED AERRNTRDIZANY........... DUCTWORK TO BE REUSEDSHALL BEVERIFIED. DUCTWORK SHALL BE BROUGHT UP TO CURRENT 2402 co STANDARDS. CONTRACTOR SHALL ADVICE HIS INTENTIONS RELATIVE TO DUCT REUSE AT TIME OF BIDS. 00 00 00 -2 __J! DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF STERLING'S REPRESENTATIVE. 40.7 ALL DUCTS WILL BE MADE AIR-TIGHT WITH THE USE OF APPROVED DUCT JOINTS, CAULKING, AND SHEET METAL RD-1-105 SCREWS: ALL DUCT-TAPE OR SIMILAR MATERIALS WILL BE REJECTED BY THE TENANT. INSTALL FIRE DAMPERS TENANT CONTRACTOR PROVIDED WHERE SHOWN AND/OR REQUIRED BY LAW. -NO- GLASS FIBER OR SIMILAR MATERIALS WILL BE ACCEPTED AS A SUBSTITUE FOR SHEET METAL DUCTWORK FLEXIBLE, INSULATED, ROUND DUCT WILL BE PERMITTED FOR CHILLED WATER AIR HANDLING UNIT. -71 IN I FIELD VERIFY EXACT LOCATION OF TIONS TO DIFFUSERS AND OUTLETS PROVIDED THAT, IN NO CASE, SHALL THIS FLEXIBLE DUCT FINAL CONNECTIONS I K2, 1 AL I I LE EXCEED 5'-0" IN LENGTH. CONNECTIONS BETWEEN DIFFUSERS AND OUTLETS, AND BETWEEN FLEXIBLE AND CHILLED WATER LINES PRIOR TO INSTALLATION CD 1 IM - .: I SHEET METAL DUCTS, SHALL BE MADE WITH HOSE CLAMS OR COLLARS SECURED WITH SHEET METAL SCREWS. CD-1-170 CD -A SHORT RADIUS BENDS WILL BE MADE WITH ADJUSTABLE SHEET METAL ELBOWS. DO NOT ATTEMPT SHORT M' I ORDINANCES. ALL LAWS, HAVING FOR RRI ALL RADIUS BENDS USING FLEX DUCT. ALL DUCTWORK THOUGH WALLS SHALL BE FIRE DAMPERED IF REQUIRED By LOCAL CODE. 41.95 f i' - - - _ - _ _ _ _ �_- ( 5. CHILLED WATER AIR HANDLING UNIT (REMOVE EXISTING EQUIPMENT) PRO,&, , I A NEW AIR HANDLING UNIT SHALL BE AS MADE BY THE "TRANS" COMPANY AS DESCRIBE HEREIN. L ALL OPENINGS THOUGH ROOF TO THE OUTSIDE WILL BE FITTED WITH 1/2- DIAMETER BURGLAR-BARS, MINIMUM Q58564PE MECHANICAL PLAN OF 6- ON CENTER, AND WELDED TO 1-1/2-Xl-1/2-Xl-1/4- ANGLE-IRON FRAME SECURED FIRMLY TO THE GG JJ.4 KK STRUCTURE. OPENING LESS THAN 8* WIDE ARE EXEMPTED ADDITIONAL STEEL REQUIRED TO SUPPORT THE A/C UNITS, OR TO FRAME ROOF OPENINGS ETC. AS REQUIRED BY CONDITIONS OR BY THE LANDLORD o BE INCLUDED IN THIS CONTRACT. VERIFY ALL CONDITIONS. Y 14AEQUIPMENT PACKAGE FIRE ALARM SYSTEM NOTES HVAC CALCULATIONS REMOVE EXISTING EQUIPMENT AND DISPOSF UNIT. p TRANSTR STORE KAY JEWELERS AT WASHINGTON CITY PORTLAND AIR CONDITIONING UNIT WILL INCLUDE, ECONOMIZER, CONVENIENCE OUTLET, 4 YEAR EXTENDED COMPRESSOR STERLING JEWELERS INC. HAS A NATIONAL ACCOUNT WITH THE THE GENERAL CONTRACTOR MUST DETERMINE WHETHER OR NOT SQUARE WARRANTY, 24 VOLT CONTROL CIRCUITS. MODEL NUMBER IS SELECTED FROM THE TRANE CATALOG AS Col EXPIRES 12/31/16 TRANE COMPANY. ALL BIDDING WAC CONTRACTORS ARE A FIRE ALARM SYSTEM IS REQUIRED FOR THIS SPACE. FOLLOWS: DIRECTED IRECTED TO CONTACT THE TRANE NATIONAL ACCOUNTS WHEN REQUIRED, IT IS THE FINAL RESPONSIBILITY OF THE CLEVELAND �V �A�� E E F I F STORE AREA 1489 SQ.FT DATE 03107Z16 REVISED CLEVELAND OFFICE AT 1-800-251-4044 (OR 440-248-3400) G.C. TO INSTALL THE FIRE ALARM SYSTEM AND ALL RELATED 4 TON UNIT. TRANE MODEL #BCHDO36G1, 1400 CFM AT 0.5- S.P. 31 MBH TOTAL 326 MBH SENSIBLE. TODD A. PETERSON- WITH ETERSONWITH PRODUCT RELATED QUESTIONS AND TO OBTAIN PRICING EQUIPMENT. THE SYSTEM MUST MEET LANDLORD SPECIFIED305 2ND STREET W SUMMER/INSIDE 75 *DB 509 RH COOLING ENTERING/LEAVING FLUID TEMP 46/55, 10 KW ELECTRIC HEATER AND PRODUCT INFORMATION. CRITERIA, AS WELL AS COMPLY WITH ANY NATIONAL AND LOCAL SUITE 105 NEW BRIGHTON, MN 55112 CODES HAVING JURISDICTION. G.C. SHALL CONTACT LANDLORD'S OUTSIDE 98 *DB 78 Ws SMOKE DETECTOR TO BE INSTALLED IN RETURN AIR DUCT. WHEN ACTIVATED A/C UNIT TO SHUT DOWN PHONE 651-632-23M clq EQUIPMENT PACKAGE INCLUDES* REPRESENTATIVE FOR MANUFACTURER(S) AND MODEL NUMBER(S) WINTER/INSIDE 70 *DB 20 DB OUTSIDE AUTOMATICALLY. 0000 ROOFTOP UNITS (OR SPLIT SYSTEMS), CURBS, BURGLAR BARS, REQUIRED TO CONNECT WITH THE LANDLORD'S FIRE ALARM u 0 GRILLS & DIFFUSERS, EXHAUST FAN AND THERMOSTAT. SYSTEM. IF NO SUCH INFORMATION IS AVAILABLE FROMNOTE: CONTRACTOR SHALL PERFORM THE WORK AND SHALL WARRANT THIS WORK FOR ONE YEAR FROM THE LANDLORD, THE G.C. SHALL BE RESPONSIBLE FOR SPECIFYING COOLING LOAD ESTIMATE DATE OF ACCEPTANCE BY STERLING'S REPRESENTATIVE. rr EQUIPMENT WARRANTY, ALL EQUIPMENT PER LOCAL CODE AND ALL ADA REQUIREMENTS. TRANE WILL PROVIDE TWO (2) YEAR PARTS AND LABOR THE G.C. SHALL BE FULLY RESPONSIBLE FOR ALL SENSIBLE AREA U. T WAC CONTRACTOR IS RESPONSIBLE FOR ALL STARTERS AND POWER WIRING FOR ALL WAC EQUIPMENT. co < WARRANTY ON TRANE EQUIPMENT AND CONTROLS. FIVE (5) REQUIRED DRAWINGS AND FOR APPLYING AND OBTAINING ANY ROOF 1489 X .15 X 44 9850 W. :D rr < YEAR PARTS WARRANTY PROVIDED FOR COMPRESSOR AND HEAT REQUIRED PERMIT(S). G.C. SHALL LOCATE AND CONNECT ALL REAR WALL X X ALL PIPING EXTENDING FROM LANDLORDS MAIN DISTRIBUTION LINES TO TENANTS AIR HANDLER IS TO BE w EXCHANGERS. REQUIRED DEVICES PER DIRECTION OF LANDLORD AND,/OR THE SCHEDULE 40 BLACK STEEL, ASTM A-120 WITH MALLEABLE IRON FITTINGS ON SIZED UP TO 1-1/2- WELDED 0 0 LOCAL BUILDING/FIRE INSPECTOR'S REQUIREMENTS. NO EXTRAS DOOR X X j ON SIZE 2" AND LARGER. NOTE: ORDERING PROCEDURES: WELL BE ALLOWED DUE TO FAILURE OF OBTAINING REQUIRED GLAZING X X w U) - THE MECHANICAL CONTRACTOR (OR GENERAL CONTRACTOR) INFORMATION PRIOR TO BIDDING. 6. INSULATION 3: 00T_ n SHALL PURCHASE THE EQUIPMENT FROM TRANS. THE TRANSFORMER KVA X X = ALL SUPPLY DUCTWORK UNLESS NOTED OTHERWISE SHALL HAVE 2" FIBERGLASS *OWENS-CORNING" DUEL TEMP CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR COORDINATING TYPE 100 WITH REINFORCED ALUMINUM FOIL FACING, APPLIED WITH ADHESIVE AND STRAPPED 8'-0- ON 71' AND ACCEPTING THE MATERIAL, VERIFYING PROPER QUANTITIES MISCELLANEOUS X 3.4 BTUH X CENTERS WITH STICK CUPS. AND MODEL NUMBERS, ALL TEMPORARY STORAGE OF EQUIPMENT SUNLOAD ROOF X X AS REQUIRED. FIRE ALARM SYSTEM NOTE 7. EXHAUST FAN PEOPLE 18 X 250 X 4500 EXHAUST FAN WILL BE FURNISHED AND INSTALLED (WHERE SHOWN) BY THE WAC CONTRACTOR. THIS IT IS THE RESPONSIBLE OF THE ARCHITECT OF RECORD. IF LIGHTS 4130 X 3.4 BTUH X 14042 CONTRACTOR WILL PROVIDE AND INSTALL ALL DUCTS, DAMPERS, FIRE-DAMPERS, BACK-DRAFT DAMPERS, GRILLES, ETC. AS SHOWN AND/OR REQUIRED rr TYPICAL AND LANDLORD DETAILS PROVIDING A SURVEY. TO IDENTIFY WHEN A SIMPLEX SYSTEM is < BEING USED INTERNAL SENSIBLE 28392 DESCRIPTION REMARKS 0 U) Qu1ME 0 C14 OUTSIDE AIR 1 BROAN #676 115V/1 PHASE W/TIME DELAY SWITCH-110 CFM 4� n IT IS THE RESPONSIBILITY OF THE CONTRACTOR �\ C� PERFORMING THE MECHANICAL WORK TO FAMILIARIZE HIMSELF 18 PEOPLE X 15 270 CFM 8. AIR DISTRIBUTION U) U) WITH ALL EXISTING FIELD CONDITIONS AND INSTALLATION DETAILS FIRE SUPPRESSION SYSTEM 270 X 1.08 X 23 6707 NOTE: ALL DIFFUSERS AND GRILLES TO HAVE FIRE DAMPERS IN NECK, IF REQUIRED BY CODE. < AS SHOWN ON SHEET #CM, AS WELL AS ANY/ALL APPLICABLE LANDLORD CRITERIA OR DETAILS RELEVANT TO COORDINATE THE (CFM) DELTA T (T) ALL 35099 CEILING OUTLETS, REGISTERS AND GRILLES SHALL BE MADE BY TITUS COMPANY OF SIZE AND TYPE SHOWN ON INSTALLATION OF THE SYSTEM. NOTHING ON THIS SHEET NOR IT IS THE RESPONSIBILITY OF THE CONTRACTOR SENSIBLE THE DRAWINGS AND ACCORDING TO THE FOLLOWING SCHEDULE WITH BAKED, OFF-WHITE ENAMEL FINISH, UNLESS ON SHEET #CM, SHALL RELIEVE THE CONTRACTOR OF THEIR PERFORMING THE SPRINKLER WORK TO VERIFY ALL LANDLORD, RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS, NOR TO INSURANCE AND CODE REQUIREMENTS FOR FIRE PROTECTION. NOTED. EACH OUTLET SHALL BE COMPLETE WITH OPPOSED BLADE INTEGRAL DAMPER. REFER TO DIAGRAM FOR 0 CONFIRM AND COMPLY WITH REQUIREMENTS OF THE LANDLORD ANY REQUIRED SPRINKLER SYSTEM INSTALLATION OR REWORKING LATENT APPROVED EQUAL. ALL AIR DIFFUSERS SHALL BE TYPE OMNI. RETURN AIR GRILLES SHALL BE 1/2Xl/2Xl/2 0 AND THE LOCAL AUTHORITY HAVING JURISDICTION. ALL WORK IS TO BE PART OF THIS CONTRACT. CONTRACTOR SHALL BE METAL EGG CRATE. VERIFY FRAMING REQUIREMENTS FOR DRYWALL OR GRID INSTALLATION. SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL CODES AN RESPONSIBLE FOR SURVEYING SITE, SHALL PROVIDE ANY PEOPLE 18 X 250 4500 9. AIR BALANCE BEST INDUSTRY PRACTICES. REQUIRED DRAWINGS, CALCULATIONS OR ANY OTHER NECESSARY OUTSIDE AIR 270 X 4840 X .0062 8102 WHEN THE AIR DISTRIBUTION SYSTEM IS 1009 COMPLETE, ENTIRE SYSTEM MUST BE BALANCED TO THE AIR INFORMATION AS REQUIRED BY LOCAL AUTHORITIES AND REVISIONS LANDLORD'S UNDERWRITERS FOR THE FIRE SUPPRESSION TOTAL ALL LATENT 12602 QUANTITIES AS INDICATED ON THE PLANS, IN ACCORDANCE WITH THE AABC OR BEBB SPECIFICATIONS. REPORTS 1. HVAC CONTRACTOR TO VERIFY LOCATION OF EXISTING WAC SYSTEM, AND SHALL OBTAIN ANY RELATED PERMIT(S). GRAND TOTAL BTU/HR 47701 MUST BE SUBMITTED (4 COPIES) FOR EACH SYSTEM FOR APPROVAL TO THE TENANT AND ARCHITECT. COPY OF EQUIPMENT AND DUCTWORK. SPRINKLER HEAD LOCATIONS MUST BE COORDINATED TO AVOID INDEPENDENT COMPANY AFFILIATED WITH THE AMERICAN AIR BALANCING COUNCIL. 2. HVAC CONTRACTOR TO SUBMIT DRAWINGS FOR APPROVAL I F FI T F- IT SHOWING ANY DEVIATION TO THE DIAGRAMMATIC SCHEME AS CONFLICT WITH LIGHTING AND/OR HVAC EQUIPMENT. IN CASE CFM 28392 21.6 1314 CFM 10. TEMPERATURE CONTROL SHOWN HEREIN. OF SUCH CONFLICT, LIGHTING AND HVAC EQUIPMENT LOCATIONS FURNISHED AND INSTALL ONE HEATING/COOUNG THERMOSTAT (AUTO-CHANGEOVER) WITH SUB-BASE CONTROLS 3. DUCT SIZES SHOWN ARE MINIMUM CLEAR SIZES TO ALLOW TAKE PRECEDENCE. TONS 47701 12000 4.0 TONS FOR HEAT-COOL MODE AND FAN SELECTOR SWITCH AND IS TO BE LOCATED AS SHOWN 48" A.F.F. THERMOSTAT CFM'S AS SHOWN. ALL SPRINKLER HEADS SHALL BE MKING MIRAGE STANDARD TO BE PROGRAMMABLE MODEL - TCONT802A AS MANUFACTURED BY THE TRANE CO. VERIFY ANY TIE-IN TO 4. DIMENSIONS LOCATING DIFFUSERS ARE PREDICATED BY THE RESPONSE CONCEALED PENDANT SPRINKLER #VK462WITH WHITE HEATING LOAD ESTIMATE MALL ENERGY MANAGEMENT SYSTEM. REVIEW WITH MALL REPRESENTATIVE. LOCATION THE THE LIGHT FIXTURES AS SHOWN ON SHEET COVER PLATE AND TEMPERATURE RATING OF 165 DEGREES #E2 FAHRENHEIT (74 DEGREES CENTIGRADE) (VIKING CORP. AREA U. T 11 DRAWINGS 5. ELECTRICAL CONTRACTOR TO COORDINATE WITH THE WAC TECHNICAL SERVICES 877-384-5464). WALLS X X = THIS CONTRACTOR SHALL SUBMIT 4 COPIES OF RECORD DRAWINGS SHOWING EXACT FINAL LOCATION OF THE CONTRACTOR FOR LOCATION OF DIFFUSERS AND LIGHTS CONTRACTOR MAY ELECT TO USE STANDARD CHROME UNIT, DUCTS, DIFFUSERS, ETC. FOR FUTURE REFERENCE. PENDANT HEADS IN THE STOCK ROOM AND TOILET ROOM AREAS GLAZING X X FLEXIBLE, INSULATED ROUND DUCT IS PERMITTED ONLY AS FINAL NOT DIRECTLY ACCESSIBLE TO THE PUBLIC. SPRINKLERS MUST DOORS X X CONNECTION FROM DIFFUSER TO MAIN DUCT. PROVIDED THAT IT BE CENTERED IN LAY-IN CEILING TILES, WHEREVER APPLICABLE. DOES NOT EXCEED 5'-0m IN LENGTH. TOCTHERTETNANT ROOF 1489 X . 5 X 80 17868DRAWING AND GENERAL CONTRACTOR INDICATING OUTSIDE AIR 270 X 1.08 X 80 23328 REGISTER, GRILLE & DIFFUSER SCHEDULE THE IFI PER HIS BID PRICE. NO EXTRAS WILL BE AIR CONDITIONING SUPPLY AIR ALLOWED IF THIS FORMAT IS NOT FOLLOWED. NO EXTRAS WILL TOTAL BTUH 41196 MARK CD-1 CD-2 RD-1 CD-4 RG-1 RG-2 UNIT SCHEDULE DIFFUSER INSURANCE OR CODE REQUIREMENT,BE HONORED DUE TO LACK OF FAMILIARITY OR LACK OF FIELD WITH LANDLORDVISIT.. GAS AVAILABILITY YES NO MANUFACTURE TITUS TITUS TITUS SEIHO TITUS TITUS MARK AHU-1 SUPPLY SIR KILOWATT CONVERSION IF REQUIRED 41196 /3400 = 12 KW MODEL NO. OMNI OMNI R-OMNI NIX 350RF 350RF CFM OF STANDARD AIR 1400 0 SUSPENDED UNIT SELECTION: SPLIT SYSTEM CHILL WATER X FRAME OR BORDER TYPE SURFACE SURFACE SUSPENDED SURFACE LAY-IN SURFACE DIFFUSER CFM OUTSIDE AIR 270 MODULE SIZE 24x24 1202 18" DIA. 4" 1808 48x24 EXTERNAL STATIC 0.5 RETURN AIR NOTE: DIMENSION ON THIS PLAN ARE FROM CENTERLINE OF EXHAUST FAN FINISH #26 #26 #26 #26 #26 PRESSURE GRILLE DIFFUSER TO CENTERUNE OF COLUMN OR TO WALL UNLESS NOTED REMARKS 1234 1234 1234 45 2 2 ROOF CURB HEIGHT 14" DAMPER OTHERWISE SCHEDULE REMARKS: FILTER TYPE THROW-IN MARK EF-1 1. ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS INDICATED OTHERWISE ON PLAN 2. APPROVED EQUALS: PRICE AND KRUGER ENTERING WATER 46F THERMOSTAT OTE' D" LOCATION TOILET 3. DAMPER IN FACE OF DIFFUSER DIFFUSER OTHERWISE HE NOTE: I RETURNING WATER 55F CFM OF STANDARD AIR 110 4. REFER TO PLANS FOR NECK SIZE LEAVING AIR DRY BULB 54!FlSD SMOKE DETECTOR EXTERNAL STATIC 0.5 5. REFER TO DETAIL ON SHEET #A4 FOR POSITIONING OF DIFFUSER SENSIBLE MBH 26 PRESSURE PROGRAMMABLE THERMOSTAT INFO TOTAL MBH 61 DESIGNED HORSE POWER 1/16 QUANTITY 1 IOCCUPIED SETTINGS SET POINTS m DAY START STOP TYPE OCCUPIED UNOCCUPIED M101 UMIE IX,104,A4 MONDAY - SATURDAY 8:30 9:30 COOLING 72" 78" MECHAN[ICAL PLAN SUNDAY 9:30 6:30 HEATING W 62" MOVES SPEW[ICAT[loms ARM WALL CLEANOUT WATER TER CLOSET C SET NOTE: FLOOR DRAIN INSTALLATION WILL BE INSPECTED BY THE PLUMBING GENERAL NOTES INSPECTOR. FLOOR DRAINS ARE TO BE SET IN TAR. A LAYER OF LEAD SHEETING PR MER LI PTRAP RIMER IS THEN CLAMPED UNDERNEATH THE DRAIN'S CLAMPING RING. A WATERPROOF SEE SHEET #A9 FOR TOILET ROOM FIXTURE SPECS MEMBRANE WILL THEN BE INSTALLED ABOVE THE LEAD SHEETING AND THE SLAB. 1. ALL PLUMBING WORK TO COMPLY WITH ALL APPLICABLE CODES AND LANDLORD CRITERIA. FLOOR — -I FLOOR • INSTALL WATERPROOF MEMBRANE TO SIX INCHES MIN. ABOVE THE FINISHED FLOOR 2. ALL HOT AND COLD PIPING AND FITTINGS SHALL BE INSULATED WITH 1 2" THICK SNAP ON DRAIN DRAIN IN ALL WET AREAS, OR AS DIRECTED ON PLANS. THE FLOORING MATERIAL IS THEN / I / INSTALLED ABOVE THE MEMBRANE AND THE FLOOR DRAIN LEAD. WATERPROOF FIBERGLASS INSULATIONS WITH CANVAS JACKET COVER COLD WATER PIPING INSULATION SHALL LAVATORY MEMBRANE TO BE 'DAL-SEAL TS' BY DAL TILE, DALLAS, TEXAS. (800) 933-8453. INCLUDE VAPOR BARRIER JACKET SEALED WITH CONCRETE. LAVATORY ELECTRIC 3. STERILIZATION OF DOMESTIC WATER SYSTEM -- BEFORE BEING PLACED IN SERVICE, ALL WATER -= WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH AWWA NOTE: MAINTAIN FIRE RATING SPEC C60-53T NEATER OF SLAB (3 HOUR TYP. -- LEAD SHEET MINIMUM 2x2 4. PROVIDE ACCESSIBLE SHUT-OFF VALVES AT ALL PLUMBING FIXTURES. WATER VALVES TO BE VERIFY IN FIELD) SET IN TAR AND CLAMPED JENKINS #476 OR EQUAL. ON TO FLOOR DRAIN 5. INSTALL SHOCK ABSORBERS ON ALL HOT AND COLD WATER BRANCH LINES TO PLUMBING FIXTURES. CONNECT TO LANDLORD'S EXISTING 3/4" COLD CLAMPING RING 6. DRAINAGE AND VENT PIPING SHALL CONSIST OF EXTRA HEAVY HUB AND SPIGOT CAST IRON SOIL WATER SUPPLY. (VERIFY SIZE AND LOCATION.) LINE AND GALVANIZED THREAD MALLEABLE IRON VENT FITTINGS. CONNECT TO LANDLORD'S EXISTING FLOORING MEMBRANE 7. SOLDER JOINT FITTINGS USING 95-5 SOLDER WATER PIPING BELOW SLAB ON GRADE TO BE TYPE 4" SANITARY SEWER LINE. (VERIFY INSTALL NEW METER IF REQUIRED. WATERPROOF MEMBRANE 'K' HARD WATER PIPING SHALL CONSIST OF TYPE 'L' HARD COPPER TUBING WITH CAST BRONZE SIZE AND LOCATION.) WROUGHT COPPER. COPPER TUBING USING SILVER SOLDER. 8. STORAGE TANK WATER HEATER PRESSURE, TEMPERATURE AND RELIEF VALVE SHALL BE "WATTS 1 SANITARY AND VENT PLAN 2 DOMESTIC WATER PLAN a a REGULATING COMPANY" OR APPROVED EQUAL. °a 4 9. INSTALL WATER METER AS REQUIRED BY APPLICABLE CODES, UTILITY COMPANY AND LANDLORD P1 SSE 114" = 1'-O" P1 SCALE 1 IC = 1'--0' ' ° ° ° 4 ° REQUIREMENTS. i'- 10. ESCUTCHEONS -- PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS CONCRETE SLAB TAR BELOW FLOOR DRAIN, ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEILINGS, WALLS OR PARTITIONS. 2" I`�. LEAD SHEET AND ABOVE 11. SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5'-0" OR AT EVERY HUB. SUPPORT 1/2" COPPER TUBING EVERY 7'-0" AND STEEL PIPE EVERY 10'-0" WITH CLEVIS HANGER AND INSULATION 2" //' 1/2" 5 TOILET ROOM FLOOR DRAIN PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. 1-1/2 �` PIPE TO FLOOR DRAINS TRAP 12. TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF y I TRAP BY AN UNDERSLAB PRIMER P1 NO SCALE AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE 2" CONNECTION PER " PRESENCE OF THE TENANT REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF 1-1/2" �'' '� TRAP I MANUFACTURERS 1/2 1/2" 1 NECESSARY UNTIL FINAL APPROVAL OF SYSTEM 'S OBTAINED. PRIME I SPECIFICATIONS13. /2 3 TEST DRAINAGE AND VENT PIPING BY FILLING WITH WATER TO OVERFLOWING. WATER LEVEL TO " REMAIN CONSTANT. I 14. TEST WATER PIPING WITH WATER THIRTEEN (13) TIMES THE WORKING PRESSURE. 2"--� /�''I I r� I LINE OF FINISHED WAIL � I WATER WALL 3j4" � PAN AND RELIEF LINES E� PROF I CLEANOUT G.C. TO PROVIDE AN FROM HOT WATER TANK ,t�y� F I I CLOSET OPENING IN WALL FOR AND/OR HVAC UNIT 1. ALL PLUMBING WORK MUST CONFORM TO LOCAL, STATE AND NATIONAL PLUMBING CODES HAVING5tyt�►1NE�� S`1a ` WATER DRAIN LINE(S)-FINISHrMAX" CONDENSATE LINE IN WALL JURISDICTION. I FLOOR 4" CONNECT TO LANDLORDS CLOSET EDGES WITH PLASTIC '� 58564PE DRAIN EXISTING 3/4" COLD WATER ELECTRIC OR RUBBER TRIM. ": 2. ALL PLUMBING PIPING MUST BE METALLIC, AND NO 'PVC' OR 'ABS' PLASTIC PIPING IS PERMITTED SUPPLY. (VERIFY SIZE AND WATER 1j2 COLD WATER LINE3. ALL PIPING THAT IS DISCONNECTED AND/OR NOT IN SERVICE AT THE COMPLETION OF THE WORK, LOCATION.) HEATER FLOOR DRAIN (SEE FROM TRAP PRIMERLAVATORY 4" MUST BE REMOVED BACK TO BEHIND FINISHED SURFACES, AND MUST BE CAPPED OR PLUGGED GAS aON LAVATORY SPEC. SHT. #A9) AND WATER TIGHT.INSTALL NEW METER IF Y 14 �� 4" REQUIRED. 4 .9 6 w ' A• P �� CONNECT TO LANDLORD'S 4 DOMESTIC WATER RISER 4 q.. a %4a 4 AON�RETEdSLAB EXISTING 4" SANITARY P1 44. ANOTE: TOILET ROOM IS DESIGNED TO MEET ALL A.D.A. MINIMUM SPECIFICATIONS AND OREGON STATE IPDA 12/31/16 NO SCALE SPECIFICATIONS. G.C. SHALL VERIFY THAT ALL LOCAL AND STATE CODES ARE MET SEWER LINE. (VERIFY SIZE AND LOCATION.) TODD A. CONNECT TO 4" 305 2ND STREET NW PETERSON c0 SUITE 105 NEW BRIGHTON, MN 55112 o SANITARY LINE -- O SANITARY AND VENT RISER VERIFY SIZE AND NOTE: HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE PHONE 651-632-2300 N P1 1/2" PRIMER TAP LOCATION OF CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES 0000 NO SCALE (INTEGRAL TO FLOOR CONNECTION IN FIELD UNDER LAVATORIES. W DRAIN) r s PAN AND RELIEF LINE DETAIL CONTRACTOR SHALL COORDINATE WITH THE G.C. TO PROVIDE SOUND ATTENUATING BATTING INSULATION INcc TOILET ROOM WALLS ADJACENT TO MALL AND STORE ENTRANCE (SHOWN HATCHED) FROM FINISH FLOOR ar rr Q F P1 NO SCALE TO 6" ABOVE TOILET ROOM CEILING r""� a NOTE: IT IS THE GENERAL 0 1.,,0CONTRACTOR'S RESPONSIBILITY TOW EAO FOR TOILET SPECICATIONSROOMVERN SIFY ZES NN FIELD LINE AND TO COLD WATER PLUMBING PLAN NOTES00 n NOTIFY ARCHITECT IN THE CASE OF MAKE-UP VACUUM BREAKER HOT WATER TO FIXTURES W I``+ ANY DISCREPANCIES. GLOBE ' 0 a VALVE 1. ALL PLUMBING WORK MUST CONFORM TO LOCAL AND NATIONAL PLUMBING CODES HAVING JURISDICTION. >= �-- 2. ALL PLUMBING PIPING MUST BE METALLIC, AND NO 'PVC' OR 'ABS' PLASTIC PIPING IS PER-MITTED IN cry EXPANSION TANK GROUND JOINT UNION THIS MALL. (3) � rr THERM-X-TRIOL �' (-� #ST-5 BY AMTROL 3. ALL PIPING THAT IS DISCONNECTED AND/OR NOT IN SERVICE AT THE COMPLETION OF THE WORK, 0to PRESSURE AND TEMPERATURE MUST BE REMOVED BACK TO BEHIND FINISHED SURFACES, AND MUST BE CAPPED OR PLUGGED 0 = cV RELIEF VALVE PIPED TO GAS AND WATER TIGHT. 4~ n M DRAIN VALVE ;;;;;;;;;; NEAREST INDIRECT WASTE OR �f� U) �"" ! WITH HOSE FIXTURE SIDE OF NEAREST 4. TOILET ROOM IS DESIGNED TO MEET ALL A.D.A. MINIMUM SPECS. AND OREGON STATE �.T"' CONNECTION ;.;.;...;.:...;.'.:.;.; SINK TRAP. SPECIFICATIONS. G.C. SHALL VERIFY THAT ALL LOCAL AND STATE CODES ARE MET. �"`"��,, GALVANIZED .. 5. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED OVERFLOW PAN .. . . . •.,-- TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAYS. .. . . .. . O U E El/ JE IE E RECOVERY CAPACITY OF 'RHEEM' 6—GALLON REVISIONS Li DISCHARGE PIPE 2000W WATER HEATER ELECTRIC HOT WATER—/ AIRGAP FITTING TANK WATER TEMP TO WATER TEMPERATURE 40' 60' 80• 100' 120' BE SET AT 110'F 2 X DISCHARGE PIPE DIAMETER r4, GALLONS PER HOUR 20 14 10 8 7 3/4" DECKING MATERIAL ON 6" METAL JOISTS AT 16" ON CENTER AND 5/8" DRYWALL TO NEAREST CEILING BELOW ALL DRAIN PIPESU INDIRECT WASTE TO BE 3/4" COPPER PIPE r7 HOT WATER HEATER DETAIL P1 NO SCALE CONFORM TO SEC. 505.7 OF I.P.C. PROfiTM UM E IZMA4 PL U o HN2 PLAN - GALVANIZED SHET