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1751 WP Ball Blvd - BC12-0000764 (ULTA) (INTERIOR BUILDOUT) (A)SHOP DRAWING/PRODUCT SUBMITTAL AND INSPECTION REQUIREMENTS SUBMITTAL ITEM DESIGNED AND/OR DESIGNATED BY: SUBMITTAL REVIEWED BY: INSPECTION REQUIRED/BY: CANOPIES / AWNINGS OWNER VENDOR OWNER NO CONC SLAB MOISTURE TEST ARCHITECT FLOORING VENDOR TESTING LAB STOREFRONT SIGNAGE OWNER VENDOR OWNER NO PERIMETER FIXTURE BLOCKING STRUCT. ENGINEER STRUCT. ENGINEER TESTING LAB POST CONSTRUCTION AS BUILTS CC OWNER NO HVAC EQUIPMENT CUT SHEETS MECH. ENGINEER MECH. ENGINEER NO HVAC AIR BALANCE REPORT MECH. ENGINEER MECH. ENGINEER INDEPENDENT TEST AGENCY RODDING AND SCOPE OF SANITARY SYSTEM GC OWNER INDEPENDENT TEST AGENCY I SEPARATE PERMIT SUBMITTALS SUBMITTAL ITEM PERMIT REQUIRED " INSPECTIONS REQUIRED COMMENTS FIRE SPRINKLER SHOP DRAWINGS @ NO E@ NO 7310 STOREFRONT/ WiNDOW SIGNAGE YES NO ES NO 674 FIRE ALARM E(*S NO YES NO CS -3 MUZAK rEf NO fE� NO 84 EAS SYSTEM ((ES NO (SE) NO 63 BUGLAR ALARM / C.C.LV. ��� NO 0fr) NO 133 TELEPHONE / DATA (! NO (!rE�S" NO ""IF INSPECTIONS ARE REQUIRED, THE VENDOR WHO PULLED THE PERMIT MUST CALL IN FOR EACH INSPECTION AND BE PRESENT FOR EACH INSPECTION SUBMITALL MATRIX G.C. ADD ALTERNATES 1. G.C. TO PROVIDE_ ADD ALTERNATE FOR SHADES AT WINDOWS WITH SOUTHERN, EASTERN AND WESTERN EXPOSURE (NO SHADES AT TRANSOM WINDOWS) PROVIDE AND INSTAI_I_ CHAIN CLUTCH ROLLER SHADES FROM - DRAPER INC. (WWW.DRAPERINC.COM) DRAPER FLEX SHADES PW4410 3% OPENNESS COLOR SNOWY WHITE WITH WHITE_ MECHANICALLY FASTENED FASCIA. PLEASE INCLUDE THE FOLLOWING VENDOR, AS ONE OF THE BIDDING SUBCONTRACTORS (NOT REQUIRED): . INSOLAR WINDOW TREATMENTS 4550 OAKTON STREET EMAIL: SKOKIE, IL 60076 JERRYH@INSOLAR.COM P: 847-675-4114 JULIED@INSLOAR.COM F: 847-675-6296 PURCHASER@INSOLAR.COM 2. PROVIDE ADD ALTERNATE FOR THE FOLLOWING: COST TO ADD (1) ADDITIONAL FLOOR OUTLET, PRIOR TO FINISH FLOOR, WITH UP TO 10 LINEAL FEET OF ELECTRICAL TRENCHING COST TO ADD (2-5) ADDITIONAL FLOOR OUTLETS, PRIOR TO FINISH FLOOR, WITH UP TO 10 LINEAL FEET OF ELECTRICAL TRENCHING PROJECT DESCRIPTION: AN INTERIOR BUIL D- OUT OF A NEW 10,050 SF MERCANTILE TENANT SPACE BUILDING CONSTRUCTION TYPE / FIRE PROTECTION / SEISMIC DESIGN CLASS: TYPE 2B SPRINKI_F_D SEISMIC DESIGN CATEGORY A BUILDING HF_IGHT & AREA MODIFICATIONS: BUILDING HEIGHT: NO MODIFICATIONS AREA MODIFICATIONS: UNLIMITED USE DESCRIPTION: RETAIL COSMETICS SALES WITH HAIR AND BEAUTY SALON WITH STOCK LIST OF OCCUPANCY USES: MIXED WITH MERCANTILE (M) BEING PRINCIPLE USE. OCCUPANCY SUB CLASSIFICATIONS PRESENT: (B) BUSINESS. ��».. " ,'p,;,x n:;._ t s'A ,rdp.+" '' r q , , f ? t ,.,,'y+�' M1 ("r'' g'."mg ,_-,',-�J" a �g r ' , . �'! r ' , cr i R l�'`y at ,Ara? a . :. '' :.F t J`, e i5 srl 5" i '�'n 1 z y t.. I1, dx.. i',...'Gfiacd si' ,��• f..". liil _....,y �' „',:-r ',:r +'i � �'i. r i.t 1, T�,:^- W 1 1 Nk. :,:a "T ,...':.r:.. r )k ,.a, , yrr! ,xw y,y ^._ -xz } I "�`-;r r�II ,..;(l. aq.,.. :; . a,.�., �- .,,, .,, a„�i,,. ...,."..,: :r+7 "+x,P .: ,,.,,I , $' h, 'ir�r,. lq ,'�.- # 1 ,i a r KN"d,,r. !. SF..:a.rvr r,-". �':':.„ :,. :4xrrs,i '.,::, IAC ';u }rAls7 '" , C{;"'a , ,} , y i�. I F M,i 1 ti ,,,:, I .. ,, ...I �y„,,a ;I.., APPLICABLE BUILDING CODES. '. " + d , , G r ^'s y V ' s: 3 „;:;^•', a w tea , rt '.� .ra F ,•_r• y . r y a ; . ¢'� :I . � .w1'4" .. ' ,� .., ��y ...: 2010 FLORID BU I D 1 r ;, . rr , �� ,�� ;, " ' �'' ," � �;� A I_ ING CODE �� _ �y ^" 4 ,fig_- r 1 as - : -I' �9: r 1 ry ,i+rF. s Mea, : ,+, h ;, ty. ,V' y I 6z l z r' r,V _1" Y. t` w ,•'; { a4hx 's f 5 "° t.,y , ,,.. .f"'rpf (..... 1'� .r ",8 a,.a...�^ (, 11 v t :r i a Jf.. i 'i ;'' Io- 'af x : I ..saJ xW , x .A1 ti x $- a, , . 1, ! r y, a r Fx . ," Mp 1a ,� i Y �� u�r��>�, �� ,� 2010 FLORIDA PLUMBING CODE �r°`'� ' ` ; � . ., 4 Y: -.SL i.-. "P„ 'rUzy tly �,;'r sad Fx ',y r� �.'r,,, t..x :<s ", f �` 2010 FLORIDA MECHANICAL CODE . �l1 a� a , a ,1 s 4 r ',� Ik f �,� Yn � x �,.x. '", Y 'Iq1 z'LNId y 'i ..p "�, '` m nn. �� F a- + a "_ #�£ � t 6: i. , ,.;.-.- - a 7 .r^• '� "z _k. xa .,,r r .." S ue _ y,,. 1 -. a ` i ,p< , I- - _' k a :fix x `��� 2010 FLORIDA FUEL GAS CODE r l x , rr w"' t 1f7Yr wxr ...�. 4r r >r + �' y r.r _ _ �_ .,C:� r� -- - ., ..� „.1: M . ' 2010 FILORIDA ENERGY CODE ____ _ _ _ _ _ _ _ _ _ _ - - 7�_ �,__, , - -- i OCCUPANCY CALCULATIONS: (FBG TABLE 1004.1.1) PERSONS CAI_CUI_ATED AS FOLLOWS: 0 ROOM USE OCC. CLASS SQ. FT. S.F./PERSON # OF PERSONS 100 SALES M 7310 30 244 101 STAGING M 674 300 2 cD EMPLOYEE �_� CS -3 EGRESS PLAN o - . > 102 LOUNGE M 84 100 1 103 OFFICE B 63 100 1 104 CORRIDOR B 133 100 1 - SHAMPOO/ 105 DRYING M 217 100 3 108 SALON B 716 100 8 0 WOMEN'S SP -3 SPECIFICATIONS 104 RESTROOM B 100 100 1 109 CORRIDOR B 43 100 1 106 MEN'S B 98 100 1 a3 RESTROOM FIXTURE PLAN AND SCHEDULE int � TOTAL: X04 - A-L1A :;:,,... 10,01, 0 263 'I� A-1,113 PERIMETER FIXTURE DETAILS ® QUANTITY OF EXITS: FBC 1014.1 TWO (2) EXITS ARE REQUIRED. EGRESS WIDTH CALCULATIONS: FBC TABLE 1005.1 TOTAL OCCUPANTS: 263 PERSONS x 0,2 / PF_RSON =53" REQUIRED -108" PROVIDED SPRINKLER & FIRE ALARM DRAWINGS TO BE SUBMITTED FOR PERMIT ' SEPARATELY BY A LICENSED FIRE ALARM & SPRINKLER CONTRACTOR. DRAWINGNo. DRAWINGTITILE � LL&ULTAREVIEW x BID ISSUE 01/24/12 PERMIT ISSUE CS -1 COVER SHEET, BLDG. DEPT. DATA, CODE INFORMATION, PROJECT DATA & DIRECTORY 0 E N I� L0 n O I CS -2 RESPONSIBILITY SCHEDULE I DIVISION OF WORK f� cD (9�� r) _j r- r. rn �_� CS -3 EGRESS PLAN o - . > (� i r- -r x CS -4.1 DISABLED ACCESS DETAILS = LKQ� CS -4.2 DISABLED ACCESS DETAILS ® 0 E - C, U ARCHITECTURAL SP -1 SPECIFICATIONS 0 0 L_ I SP -2 SPECIFICATIONS i 0 SP -3 SPECIFICATIONS SPA SPECIFICATIONS �+ a N, A-1.0 DOOR AND HARDWARE SCHEDIUL ES, FINISH SPECIFICATIONS 0 0 M U0154:7 a3 A-1.1 FIXTURE PLAN AND SCHEDULE int � X04 - A-L1A PERIMETER FIXTURE DETAILS 0 ,f 'I� A-1,113 PERIMETER FIXTURE DETAILS ® 0 A -1.1C STRUCTURAL DETAILS 0 0 k A -1,1D STRUCTURAL DETAILS 0 A-1.2 DIMENSION PLAN AND PARTITION TYPES ® 0 A-1.3 ENLARGED DIMENSION PLAN 0 A-1.4 ARCHITECTURAL DETAILS ! 0 A-1.5 EXTERIOR ELEVATIONS I 0 . A-2,1 REFLECTED CEILING PLAN LIGHTING DETAILS 0 A-3.1 FINISH PLAN AND ROOM FINISH SCHEDULE 0 0 A-5.1 INTERIOR ELEVATIONS A-5.2 INTERIOR ELEVATIONS 0 A-5.3 INTERIOR ELEVATIONS ®► A-5.4 INTERIOR ELEVATIONS ELECTRICAL E-1.0 ELECTRICAL DETAILS E-1.1 LIGHTING PLAN 0 0 E-12 POWER PLAN 0 E-1.3 LV WIRE PLAN E-1.4 LV WIRE DETAILS E-1.5 ELECTRICAL SPECIFICATIONS E-1.6 ELECTRICAL SPECIFICATIONS ® j E•1.7 ELECTRICALSPECIFICATIONS 0 0 MECHANICAL M-1.1 MECHANICAL PLAN 0 0 M-12 MECHANICAL DETAILS AND SCHEDULES M-1.3 MECHANICAL SPECIFICATIONS 0 PLUMBING P-1.1 ENLARGED WASTE & VENT PLAN P-1.2 ENLARGED DOMESTIC WATER PLAN 0 P-1.3 PLUMBING DETAILS ® 0 P-1.4 PLUMBING SCHEDUL EAND NOTES 0 � P-1.5 PLUMBING RISER DIAGRAM ® 0 P-1.6 PLUMBING SPECIFICATIONS ® 10 ENERGY MANAGEMENT SYSTEM EMS ENERGY MANAGEMENT SYSTEM DIAGRAMS SITE PLAN BUILDING DEPARTMENT DATA TENANT PROJECT MANAGER :i U I TA WINDHAM LAKES BUSINESS PARK 1. THE CONTRACTOR SHALL REVIEW DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS 12. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS UNLESS AUTHORIZED IN WRITING BY Tf IE LANDLORD AND/OR 1135 ARB R DR V -- -:- _,� - fi ;' a,.... 4 I : _� •, ^ 5 I� r,. :,. BUILDABLE AS SHOWN. E :. �,. <Y * " ��'Tf 2 i q �i� " ,f,� , OWNERITENANT. w. N �ir` f. it ,v 1 ,; 4} L� ;, = d, i" I jl ROMEOVILLE, IL w " : „- a " ... _.. _,_ t - ._ .,-,.. - 2. TH_ CONTRACTOR SHALL MAIN ..-. ,u, - - 1, . - ..- - , ..._..-_... 1. TAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXIT - -- - ^ ....-, >r, r �, ,,,,, . S, EXIT LIGHTING FIRE PROTECTION DEVICES AND 13. IF APPLICABLE TU TFIE PROJECT PAS ENGER ELEVAT R F T. 310 785 5116 ",:., . ,- p „ ,"„";. S O S SHALL NOT B_ USED BY Tf IE TRADES AT ANY TIME DURING THE PERFORMANCE OF ( ) ,ii; l 1, h a,:� . :! .{ , .'i ) ,,, r:; f Ty;�.°+ it S d,,.,1 ,,. ,,1 c r z;,: .� , „°:{ . 1� I n ALARMS, SPRINKLERS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. T E W 1 , ��` (I : `' I; ` ,' H oRK. CONTACT. WALTER KUCHAR t, ,,i5Ova ,^�. T I ....; ,fit ! - I,, ,t. iJl4 withv tltr,. ! 'r 7 " _ .ut w . .. ,. . >., I . °, EMA L JC U , - . , ... , ,, - � r,.. ,. ,. 3. CONTRACTOR SHALL NOT DISTURB THE DELIVER = I WK HAR LTA.COM ,,, ;. ,;, ."„ .. ,, T ,.En ;: �, IES AND FUNCTION OF ADJACENT TENANTS OR MALL OPERATION DURING THE ENTIRE DURATION 14. TIME IS OF THE ESSENCE AND THE: CONTRACTORS SHALL KEEP SUFFICIENT PERSONNEL 0 E JOB F F @ .;.. :i, 4,,. �.: t ? n [.., . OF THE PROJECT. ) NTH AT ALL TIM STOP RFORM THE W T; R. r �4 _ I ', ',, ' T THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP AND SOUND BUSINESS PRACTICE. THE CONTRAC TORS SHALL .. i "'ick Pi :'; I - ,i ":�.;v ,.danarinx At '.:L."y, ...,, f,'I It Ys: I''. t, .. r, ,✓ i� -:' ,r, a.. ! 5':.Fx' + \ ) CONFIRM THAT ALL ITEMS WILL BE ORDERED FABRICATED AND INSTALLED PRIOR TO THE AGREED I F F I LANDLORD I. p.. -i i Frt vl ._1 a a 7 x r'i u UPON CO __ 0 D MP TIN AT_. EXGE 0 S IL_ i. ,w ,: PTI N W �� � I . I -,, _,. . / tii,U�r t>ta ,� 4. DO NOT SCA__ DRAWINGS. WRITTEN DIMENSIONS GOVERN. FLOOR PLAN PREPARED BY ARCHITECT SUPERSEDE ALL OTHERS. ALL DIMENSIONS NOT BE ALLOWED WITHOu f Ww rTEN AUTHO I TION OF E F F WRI SEMINOLE MARKETPLA E LL 5 r5� �T ,,.,; R 7J1 TH OWNERS/TENANTS REPRESENTATIVE PRIOR TU TH_ PLACEMENT OF THE ORDER. ry' .Ci ,1 r ==.. : ` " r ,- �_, ;„ , " r1= F _,_, . ; w ;+ - MARKED OR NOTED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL FINISHES. u . '., : `:Y v�,, �...; .. a sic Jnr R n ;: L600 CITADEL PLAZA DRIVE , e- Ci a. . ' z -^z-�c :: 'rx, x . •� Ft k. rx 11 A s ,c p, ,",..-..�r�i 41 r - , � , ^, - 15. THE GONTRCTOR S SHA__ PROVIDE TEMPORARY WALLS ENCLOSURES AND DUST PROOF BARRICADES AS RE UIRED FOR SAFE O 4 O Q TY, T �. �� (,. ,.,,.. ,. , ;.... ,..,� HOUSTON TX 77008 .-_..... ..., , ,A 5. THESE G_N_RA_ CONDITIONS APPLY TO ALL DRA INGS IN THI E „ . ,. ,,,1,, I ..; " "„ )„ """ "„ ;;" i W S S T AND SHALL EXTEND TO ANY CHANGES, EXTRAS OR ADDITIONS AGREED TO CONTROL AND MINIMIZE DUST FROM DEMO 0 D C,0 S p,asaour , .,, �r- . _„ r„ r+u ', x • - , 4 I LITI N AN N TRUCTION OPERATIONS, AND TO EFFECTIVELY SEPARATE WORK AREAS FROM OTHER , ,... wC :,,,,., DURING T E COORS 0 C - , �: , 3 r, .. "Z,IR, H E F THE W JRK. OCCUPIED AREAS. THE CON rRAGT F F I PATRICK FREASE i r, . ,, . „ , '" .� 1 1: „ , ORIS) SHALL EXERCISE AL_ DUE CARE AND BE RESPONSIBLE FOR ANY DAMAGE fO SKIS TING CONDITIONS AND YiWd[y(i Sp gs 2.t.^:: 4',1.14 rM'x 4 i$ 5 i :r ( F F - �_ K " r ` 7TC3 ? ';; : ` v:F,t' 7 1.-" . ,,,.' ' w :iiausse,e ^... ,;" ( PROVIDE PROTECTION D_VIC_S fO MAINTAIN SAME. VERIFY WITH OWNER/TENAN r AND LANDLORD ANY SPECIAL RE UIREMENTS TO PRO fE T. 407.563.1136 . * c ,C." a �;r :, "9 :'w :Idi ::: r.* ,r. ,�I�Hrt__ " .. .r, q.. ,_. .,, ..,:d M ^.. - Q Gf ri 3: w e t,,.... __ _ d a _ , 6. ALL WORK IS TO CONFORM WITH A s. , , , r as �, ,,, RCHITEC rS DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS BUILDING SYSTEMS E UIPN1ENT UR GU U ,�Fiai ay, , ':, F REQUIRED TO FULFILL THE INTENTIONS OF THE DOCUMENTS. ,n� ,, ,. „>w , MP TERs. _MAIL. PFREAS @ EINGARTEN.COM E W ,.a L.I ',��aos +s t I `saiji„�li,. - t , ,I ';" I : .. r:',j , Y. Cr 1 l'I °;: I, T 0 " n a ::_ �,, ,4 �1 i ci i» �AwT a{A , 16. DO NOT CLOSE, OBS f KUC f, UR STORE MA TEFZIAL IN WALKWAYS PASSAGEWAYS STAIRS OR OTHER MEANS OF EGRESS. i a (.�Pr :yam'' y r '� r x I" : 1 a +` �' 7. AI I CONSTRUCTION SHALL CONFORM T0, AND BE IN ACCORDANCE WITH, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL STATE AND r bIM' ,f«a t ., . ":: . ° t^ rr-.,,},r.E r ^ t uS' ,, g- A ` > , +r a a FEDERAL REGULATIONS HAVING JURISDICTION 17. NO USE OF ARC WELDING BLOWTORCH EQUIPMENT SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL AO THE OWNER(fENANT OR GAS i. ! rx . t Y �, r LANDLORD I:. u., Rc rauari:i dF raw,ga...,, � r�. , " �'rar4' , !" ('tr k t a TBD ��: Y � n'`_ r , "I ��'`, 8. ALL WORK SHALL BE COMPLETED FOR THE AGREED CONTRACT PRICE WITHOUT RECOURSE TO LABOR STOPPAGES OR REVISIONS OF :: ir0 ald., A liT .. r , ..„ --,. ^ .-_ ... ^ I,,,.-..:. ,:...._.:, ..::_,r,,�.:�;.M s ,...,,.:. GOVERNING REGULATIONS LAWS , ,.;:-..i,sai,,n -,,, _ , .�. AND CODES. UNLESS NOTED BY THE CONTRACTORS IN 1 HE BID FOR THE PROJECT ALL WORK SHALL BE !: a„c;c. Npvc? ,q .- ,r , T4:� x i , , k. O 18. CONTRACTORS) MUST PROVIDE TEMPORARY LIGHTING FOR THE PERFORMANCE OF HIS WORK AS WELL THAT REQUIRED TO INSURE PUBLIC IIS( �7 : ~r, 5umuryl G , r4 ,L1n , - �. ,,,-_,. " ,;r: COMPLETE ux ! ;" ,I, m y D AS SHOWN WITHOUT LIMITATIONS, EXCLUSIONS OR MODIFICATIONS. rr !,air F, " SAFETY IN OR AROUND ThIE PREMISES. CTRIC , .m : .ii i[il ,.? L' ^^fis.r� SC rn i" iz t y"'i ,ar--x�„ 1 rl m -a,. ��^^ n 77 F I F ii:: ,I ._ ,, r. ,. ..-Y ..,:: ,, .. ,,, of t r krf is -:.i: - _. T,r�.... _..,,... m... 9. AFTER THE JOB IS IN PROGRESS THE C NTRAC R O TOR 5 SHALL NOT PR CEEB WI H 0 f ANY ADDITIONAL WORK R C 1 , 0 RANGES FOR WHICH ADD T �' �� s! 7 I IONAL 19. RE o F FLORID I O M VE DEBRIS AS WORK P OG I F A POWER & LI aHT R RESSES. MAINTAIN THE PR_ ISES F F M INANE T AND C__A GO D N A N N ITION. TH_ FURNISHI G 0 i r Yli. , ,kid , n N F REFUSE ' r r C�' I r ,„ r "tT 1, KF �}� r r I c r r t � - r '� �t r z l a b p I 1 i !, a '� k � r COMPENSATION IS EXPEL ( � r " Iv � TED NITHOUT WRITT N "C y E RANGE ORDER AUTHORIZED BY 1 THE TENANT/OWNER OR ARC HITECT IF APPOINTED A F F ! 7 5 THE CONT F I -� AINERS CARTS _ UIPM_NT L F / - � Q ABOR AND TH_ SCHEDU_INC 0 F „< rAi ,, :: .�R ,,wi xs".,. x," „"„, F ELEVATOR ANO/OR LOADING DUCK (IF APPLICABLE TO PROJECT) SHAT I BE 1.800.375.2434 x ,:: •,.. w .,. :;:., .. OWNERS ENANT R ,.,, , .., ... .__r, ,,.^.., ,. ,1:, . ^. -, IT S EPRESENTATIVE. FAILURE TO OBTAIN PRIOR AUTH RIZATI s. 0 ON CAN INVALIDATE A CLAIM FOR ADDITIONAL COMPENSATION. THE RESPONSIBILITY OF THE CUNTRACTOR(S). UPON COMPLE PION OF ALL WORK, REMOVE ALL MATERIALS AND RUBBISH OF ANY SORT AND -. .: C. A e +xa'"ar W !r' "' L<k ra x ark"+ i .�,;'�{ = DESCRIPTION DOES NOT JEXIST.TO REMAIN GEN. CON IR. LANDLORD TENAN FI OWNER VENDOR REMARKS DESCRIPTION DOES NOT EXIST. TO REMAIN GEN. LANDLORD TENANT/ OWNER VENDOR REMARKS DESCRIPTION u DOES NOT EREMAIN REMAIN GEN,CONTR. LANDLORD TENANT/ OWNER VENDOR REMARKS I FURN. /NST. FURN. /NST. FURN. INSf. FURN. /NST. FURN. NST. FURN. INST. FURN. NST. FURN. NST. FURN. NSr. FURN. INSr. FURN. INSL FURN. INST. APPLY APPLY APPLY DIVISION 01: GENERAL REQUIREMENTS WATER SUPPLY DISTRIBUTION ®18SEE PLUMBING DRAWINGS FOR LOCATIONS &NOTES AS APPLICABLE ® ® REFER TO GENERAL NOTES ACOUSTICALTILE CEILING 0 ® SEE SHEET A-2.1 FOR LOCATIONS & TYPES SANITARY STUB IN IOSPACE SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES DIVISION 02; SITE WORK SANITARY SEWER ROUGH-INS FOR PLUMBING FIXTURES 0 0SEE PLUMBING DRAWINGS FUR LOCATIONS & NOTES UEMOLMON ® 0 SLAB CUTS AS REQUIRED AND AS NOTED VINYL STRIP FLOOR TILE VT-3 0 0 ULTA WILL PURCHASE FLOORING AND ADHESIVES, INSTALLATION BY G.G. TOILET, URINAL, ELEC. WATER COOLERS 0 0 SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES SITEWORK ® VINYL COMPOSITION TILE VT-2 ® RESTROOM SINKS SEE PLUMBING DRAWINGS FOR LOCATIONS & NO IES SEE PLUMBING FIXTURES SCHEDULE PLYWOOD BARRICADES TEMP - AS REQUIRED dY LL VINYL BASE (ALL PERIMETER WALL FIXTURES AND FLOOR FIXTURES) 0 SINKS IN MILLWORK SEE PLUMBING, DRAWINGS FOR LOCATIONS & ND'fES SEE PLUMBING FIXTURES SCHEDULE REMOVE ALL fHINSE IS AND ADHESIVES 1 01 01 VINYL BASE (ALL WALLS AND COLUMNS) ® 0 ELECTRIC HAND DRYER 0 0REFER TO SCHEDULEONSHEETA5.3 rgla solutions, inc. DIVISION 03: CONCRETE FLOOR TRANSITION STRIPS ® SEE FINISH PLAN FOR LOCATIONS GAS LINE STUB IN FQR WH ® SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES 5100 River RD a C1, Ste 12 $ CONCRETE SLAB ® ® CUNPAICH FOR MEP WALL COVERING® REFER TO ELEVATIONS UTILI'TIE'TO ROOF TOP UNITS Schiller Park, IL 60176 p: 847.671 .7452 4" HIGH CONCRETE PAD ® @WATER HEATER PAINTING STOREFRONT (EXTERIOR) 0 WATER HEATER 0 0SEE MECHANICAL DRAWINGS FOR LOCATIONS & NOTES (RELOCATED) f: 847.6 71 .42 00 WWW.rc)IB.CUrT1 DIVISION 04: MASONRY PAINTING STOREFRONT (INTERIOR) ® ® SHAMPOO SINKS MASONRY WALL PAINTING GENERAL STORE INTERIOR WALLS® 0 REFER To ELEVATIONS SPINKLER MAIN & SPINKLER SYSTEM a". PAINTING INTERIOR DOORS & FRAMES/WINDOW FRAMES ® REWORK OF SPINKLER SYS INCLUDING DESIGN, HEADS & PER LOCAL REQUIREMENTS T.G.C. TO SUBMIT SPINKLER DRAWINGS TO ULTA FOR REVIEW REVISIONS: DATE: ACCESSORIES DIVISION 05: METALS PERIMETER WALL FIXTURES 0 0DIVISION 16: ELECTRICAL LL & ULTA REVIEW 01124/12 STRUCTURAL FRAMING SYSTEMS 0FRP PANELSBID AS INDICATED ON PLANS (Ar MOP SINK) SERVICE/MAINISUB-PANELS /'TfiANSFURMERS ® SEE ENGINEERING DRAWINGS FOR NU7E5 ISSUE 01124112 STEEL LINTELS H-FRAMES KfU•CURBS, MISC. FABRIFICATION 0 DIVISION 10: MISCELLANEOUS SPECIALTIES AUDI SUB-PANELS DISTRIBUTION, J-BOXES, WIRING & SEE ENGINEERING DRAWINGS FORNOTES PERMIT ISSUE 01/25/12 CUTLETS 0 TOILET ROOM ACCESSORIES 0 0 REFER TO SCHEDULE ON SHEE17A5.3 UNDERGROUND CONDUIT & J-BOXES & FLOOR BOXES ® 0 SEE ENGINEERING DRAWINGS FOR NOTES DIVISION 06: WOOD & PLASTICS TOILET ROOM MIRRORS ® 0 SEE ELEVATIONS FOR LOCA f IQN & SCHEDULE UNDERGROUND WIRING ® 0 1 1 1 SEE ENGINEERING DRAWINGS FOR NOTES ROUGH CARPENTRY ,gyp !� � AS APPLICABLE 7U EACH CONTRAC fOR5 SCOPE OF WORK EXTERIOR SIGNS 0 REFER TO DIVISION 16 FINAL CONNECTION BY T.G.C. WIRING & J-BOXES FOR FIXTURES ® SEE ENGINEERING DRAWINGS FOR NOTES FINISH CARPENTRY ® ® AS APPLICABLE TO EACH CON f RACTORS SCOPE OF WORK CASH COUNTEWRECEPTION DESK ® 0 SCRIBE f0 FLOOR EXTERIOR SIGN WIRING & TIME CLOCKS ® 0 SEE ENGINEERING DRAWINGS FOR NQ IES MILLWORK ® ® AS APPLICABLE TO EACH CONTRACTORS SCOPE OF WORK SALES AREA FIXTURES 0 0 EXTERIOR LIGH TING ® SEE ENGINEERING DRAWINGS FOR NOTES RESTROOM TRIM AND MOLDINGS ® 0 INTERIOR SIGNAGE & GRAPHICS (NON-ILLUMINATED) 0 0 SEE SIGNAGE PACKAGE FOR DETAILS INTERIOR GENERAL LIGH TING WILAMPS WALL BLOCKING IN BACK AREAS FOR SURFACE MTU. STANDARDS ® 0 BLOCKING TO BE FIRE RATED INTERIOR SIGNAGE (ILLUMINATED) ® & J-BOX FOR INTERIOR TRACK LIGHTING AND TI. SEE ENGINEERING DRAWINGS FOR NOTES ERS FOR PERIMETER WALL FIXTURES IN SALES BLOCAREA SURFACE MOUNTED VERIFY W/ FIXTURE WORK RECEIVING ROOM SHELVING, UPRIGHTS AND BRACKETS ®INTERIOR TRACK &ACCENT LIGHTING WILAMPS 0 0SEE ENGINEERING DRAWINGS FOR NOTES ALL BLOCKING WITHIN WALLS FOR ACCESSORIES AND ANCHORING 0 ® SOUND SYSTEM & SPEAKERSEXIT $ EMERGENCY LIGHTING SEE ENGINEERING DRAWINGS FOR NOTES SHAMPO PANE (NETS SL8IABQB fD NO 0 0 SALON FIX WRESISEATING/WALLICABINETS POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT ® SEE ENGINEERING DRAWINGS FOR NOTES DIVISION 07: THERMAL & MOISTURE CONTROL OFFICE FIXTURES, SHEVLING, UPRIGHTS & BRACKETS WEATHER PftUUF RECEPTACLE @ EA. HVAC UNIT 0 o )_ ROOF INSULATION 0— SAFE TELEPHONE BOARD ■® _ T c, J t` I- Q) RQQFACCE55 AND LADDER ® EXISTING ROOF LADDER AND ACCESS. COFFEE MAKER ® o FIRE ALARM SYS (by Checkpoint) 0 AS REQUIRED BY LANDLORD AND LOCAL CODES. coo REFER TO ELECTRICAL DRAWINGS AND NOTES FOR MORE INFO - 0 - 'i 't 1 112" INSULATION ON FURRED OUT PERIMETER WALLS W 0-J ® FIRE EXTINGUISHERS ® COMPLY WITH LOCAL CODE REQUIREMENTS •G.C. TO PURCHASE FROM NFS - CON TACT INFO BELOW EAS SECURITY SYSTEM CONDUIT & PULL STRINGS BY T.G.C. IF REQUIRED BY CODE UC REFER TO ELECTRICAL DRAWINGS AND NOTES FOR MORE INFO ROOFING PATCH cu �— el ® ® AS REQUIRED, 8Y LL APPROVED CON TRACTOR SECURITY SYSTEMS SECURITY SYSTEM (GENERAL) CONDUTr by'LG.C. IF REOUIRED BY CODE. ALL CONDUIT TU BE PROVIDED W/ PULL WIRES. REFER TO ELECTRICAL M � DRAWINGS AND NO CES FOR MORE INFO DIVISION 08: DOORS, WINDOWS & GLASS LOCKERS BOLT TO WALL CONDUIT, J-BOXES, COVERPLI f ES FOR SOUND SYS EM A 0 0 CONDUIT BY T.G.C. IF REQUIRED BY CODE. ALL CONDUIT TO BE PROVIDED WI PULL WIRES. REFER To ELEC f RICAL C o w DRAWINGS AND NOTES FOR MORE INFO EXTERIOR DOORS, FRAMES & HARDWARE REFER TO S IOREFRON I ELEVATIONS AND DOOR SCHEDULE SALON TIP BOX VERIFY WITH ULTA WHERE TO INSTALL CONDUI f, J-BOXES, COVERPLATES, WIRES FOR ® J Cr NDUI f UY T.G.C. IF REQUIRED BY CODE. ALL CONDUIT TO BE PROVIDED WI PULL WIRES. REFER TO ELECTRICAL � uT TELEPHONES DRAWING:; AND NOTES FOR MORE INFO INTERIOR DOORS, FRAMES & HARDWARE ® REFER TO DOOR SCHEDULE AND PLANS REFRIGERATOR COFFEE BAR (@ ) r" REFER TV SPECIFICATIONS ON ELEVATIONS SHEET o c CONDUIT, SECURITY SYuTEM, J-UOXEu CUVERPlAIE3 CONUUI T BY LG.C. IF REQUIRED BY CODE. ALL CONDUIT TO BE PROVIDED W/ PULL WIRES. REFER TO ELECTRICAL `— DRAWINGS AND NOTES FOR MORE INFO STOREFRONT GLAZING SYSTEM ®' MOUIFICAITON TO EXISTING PER PLANS VALANCE SIGNAGE & SAFTEY DECALS TELEPHONE SERVICE CONDUI r SNB SALON STATION MIRRORS 0® SOLID SURFACE COUNTERTOPS 0 0 ALL SOLID SURFACE TOPS TO BE JOINED, FUSED & FINISHED BY AN EXPERIENCED SOLID SURFACE CONTRACTOR; CAULK S IUD THROUGH ROOF FOR SATELLITE VERIFY EMM FANCE, PROVIDE IF NECESSARY 1� ALL SOLID SURFACE SILLS TO MILLWORK DOUR VISION PANELS WITH ONE WAY MIRRORSIGLAZING ALL SINKS $FAUCETS EXCEPT SHAMPOO SINKS 0 0 MISC. C �4b°a COLUMN ENCLOSURES ® DIVISION 15: MECHANICAL FORK LIFTS REFER TO #9 •RESPONSIBILITY NOTES Tj x est -D , �r "o ,v WALL MIRROR IN SKINCARE ROOM ® ROOFTOP UNITSIHVAC EQUIPMENT ® SEE MECHANICAL DRAWINGS & NOTES INCLUDES GAS PIPING SCOPE & ROD WASTE LINECONTRACTOR TO ROD AND VIDEO SCOPE WASTE LINE TO LANDLORD'S MAIN PRIOR TO TURNOVER. VIDEO DOCUMENTING NON-OBSTRUCTED WASTE LINE TO BE SUBMITTED TO ULTA. RETURN REPORT TO ULTA WITH CLOSE-OUT DOCUMENTS GE 'G dl.. ROOF DRAINAGE ® SEE MECHANICAL DRAWINGS & NOTES WIRELESS ACCESS POINT 0 0 SEE SHEET A2.1 FOR LOCATION AND EQUIPMENT & ACESSORIES MANUAL FOR SPECIFICATIONrl �' r,�• CONDENSATE DRAINAGESEE MECHANICAL DRAWINGS FOR LOCATIONS $NOTES END-CAP STORAGE IN STOCKROOM THIS STORAGE SYSTEM HAS A LONG LEAD TIME. ORDER AT START OF CONSTRUCTION. FOR SPECS AND ACCEPTABLE ALTERNATE, SEE SHEET A5.2 DIVISION 09: FINISHES HVAC DISTRIBUTION ® ® SEE MECHANICAL DRAWINGS FOR LOCATIONS &NOTES WATER HEATER 13QLLARDSI PROTECTION 3" ROUND 48" H. BOLT DOWN STEEL BOLLARD xx�??/e /d AR00 1 542 - � ", DEMISING PARTITION, CONSfRUC PION 0 0 ® G.C. IS TO PATCH AND REPAIR & ADD BLOCKING AS REQUIRED DUE TO DEMOLITION TO MAINTAIN DRYER VENTS HOOKUP ® ® SEE MECHANICAL DRAWINGS FOR LOCATIONS & NOTES, COORDINATE WI LANDLORD G.C. J ETEGERE STORAGE (ABOVE OFFICE) SrOCK PROVIDE (1) CASE OF ACT, {1) FULL GALLON OF PAINT AND REMAINING VINYL BASE AND AMTICO (NO GLUE ON BACK OF t a • INTEGRETY OF CONSTR.I RAI INC FLOORING) . GAS WATER HEATER INTAKE AND EXHAUST 0 REFER TU MECHANICAL DRAWINGS- CONNECTION BY G.C. TEMPORARY LIGHTING DURING CONS fRUCf ION 0 0 REGULATIONS (STANDARDS 29CFR) NO FINISHING REQUIRED BELOW TOP OF PERIMETER FIXTURES. PER OSHA STANDARDS 1 LLUMINATIONS-1920.56' INTERIOR STUDIGYP. PARTITIONS ® ® ROOF MOUNTED EXHAUST FAN 0EXTERIOR PAINTING I 0 1 REFER TO A1.5 FURRED GYP, UD. ON MASONRY WALLSICONCRETE 0 ASINUICATEDONPLANS WATER SUPPLY STUB IN TO SPACE ® EXISTING SEE PLUMBING DRAWINGS FOR LOCATIONS & NOTES o GC TO PROVIDE PHOTOGRAPHS TO ULTA CONSTRUCTION MANAGER. SEE REQUIRED PHOTO LIST ON THIS SHEET. ALL PHOTOS ARE REQUIRED TO PORCELAIN/CERAMIC TILE ® 0 4" DRYER VENT THROUGH ROOF ® HAVE A DATE STAMP. ALL PHOTOS SHALL BE TAKEN AND PROVIDED TO CM PRIOR PROPER INSTALLATION. TO WALLS BEING ENCLOSED AND MIRRORS BEING INSTALLED TO GROUT&'TILE SETTINGMATERIALS ® 0 4" SANITARY VENT THROUGH ROOF ® ENSURE 1 DIVISION OF WORK/RESPONSIBILITY SCHEDULE SCALE NONE SEAL: RESPONSIBILITY NOTES: NOTE: G.C. IS TO COORDINATE THE SHIPMENT, DELIVERY, INVENTORY, SECURITY AND INSTALLATION OF ALL ADDITIONAL REQUIREMENT'S FOR G.C. ITEMS TO BE FURNISED BY OWNER AND ULTA'S VENDORS. VENDOR CONTACTS ARE AS FOLLOWS: INTERIOR SIGNANGE & VINYLS: /� P H ® A P �1 S THE ABOVE D WINGS AND SPECIFICATIONS 1N AND IDEAS, U 'IGNS AND ARRANGEMENTS 1. G.C. IS TO PROVIDE ALL REPAIR AND PATCH FOR CONCRETE SLAB AS REQUIRED TO PREPARE FOR FINAL FLOOR PREPARA[ION• MIU�K 'FILE XSIC:GRANITI DESIGN FILE: SKINCARE ARTWORK: GFX: CONTACT: JENNI STRUCK LOWVOLrAGE: CPT NETWORKS I G.C. TO RECEIVE, UNLOAD AND INSTALL OWNER SUPPLIED ARRAY SHELVES, 'j�EPRESENTE THEREBY ARE AND SHALL RTY O IS OrFIICE: AND M T E DATE S E N T TO G.C. WILL PROVIDE FINAL FLOOR PREPARATION,LEVEUNG,ETC. FORALL5CHEUULEUFLOORFINISHES• T.JON CONTACT: CHUCKCUCCIA PRINTED BY: FRANC13FRANKE ® GLASS PHOTOGRAPHS N ART OF 9E DIS"; SED OTHERS rSHLLRECO IN TBLVD.PALMER 3318 LAKEMONT BLVD. 3318 LA (P): 630-209-8557 GFX EMAIL:jstruck@gfxi.com 1u62THORNDALEAVE. SHELVES &BRACKETS COORDINATE WITH OWNER &DISPOSE OF PACKING MATERIALS. ( ) CPM. CONN ITH ANY WORK OR PROJECT 2. ALL ROOFING WORK IS TO BE DONE BY THE LANDLORDS ROOFING CONTRACTOR. FORT MILL, SC 29706 EMAIL: cJGUGGIna cMnILGOM CONTACT: JENNI STRUCK (P) 847-543-4663 BENSENVILLE, IL 60106 (P)6bcpIno-7000 OTHER T THE SPECIFIC PROJECT FOR (P)800-331-3340 EMAIL:jstruck@gfxi.com (F)847-5434610 ulla(c0cphtelwotks.uom SEE DESCRIPTION OF SHELF QUANTITIES ON SHEET A1.1 IN-WALL BLOCKING AT MILLWORK FIXTURES WHICH THEYHITHour HEwRi PREPARED DEVELOPEUwITrloDrrHEwRrrrENCUNSENT 3. ALL PATCHING AND REPAIR TO THE EXSITING S TOREFfiON f DUE TU REMOVAL OF EXISTING SIGNAGE AND INSTALLATION (F): 803-835-1893 EMAIL: jonica_palmer@muzak.com WALLCOVERING: DESIGNTEX P 847-543663 ( ) ""ALL INTERIOR SIGN LETTERING & OF'fHIS OFFICE. VISUAL CONTACT WITH OF NEW SIGNAGE IS TO 8E DONE BY G.C. CONTACT: PonyHruska (F)847-543610 ARCH VINYLS (RECEIVED BY G.0 AND INSTALLED BYVENDOR) COMPUCOM, INC. fl [ESE DRAWINGS OR SPECIFICATIONS SHALL �S' JOHNNY RESTREPO IN WALL BLOCKING- VALANCE BRACKETS CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE 4. SECURE TECH HARDWARE OF REAR RECEIVING DOOR TO BE FURNISHED AND /STALLED BY VENDOR. CHECKPOINT PHONE: 303-722.1777 SHIPPED THROUGH: PROJECT MANGER OF THESE RESTRICTIONS. CONTACT: JEAN ANN SCHUTTE FAX: 303-722-7703 UNITED FULFILLMENT FOR REAR EXITS): DOOR HARDWARE ( www.CompuCom.wm WRITTEN DIMENSIONS ON THESE DRAWINGS 5. G.C. IS TO FURNISH AND INSTALL ALL MISC. ROOF FRAMING As REQUIRED WHEN NEW ROOF TOP EQUIPMEN r is 14925 MAGGIE CT. WESTFIELD,IN46074 EMAIL: amyhruska@dtex.com CONTACT: CHRIS HUMBLES LOCKNET CONTACT: JEFFERYCARROLL Johnny.Restrepo(@CompuCom.corn (P) 201.430.3499 IN-WALLBLOCKING- MIRRORS INCLUDING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CON TRACTORS SHALL VERIFY SPECIFIED IN THE SCOPE OF WORK. REFER TO MECHANICAL DRAWINGS FOR INFORMATION. (P) 317-580.1301 {P)312 }31-0600 P 800-353-2562 X239 O C O 732.485.9840 11 1 DOCUMENT����I�CNA�at1 T CLOSE C IL OS O V D C U 1 YI N i REQUIREMENTS ! 9 ! OUT J-CHANNEL INSTALLATION AND DE RESPONSIBLE FOR ALL DIMENSIONS EMAIL: jeanann.3chuHe@chcckpt.com VINYL FLOORING: EMAIL: jefferyc@locknel.com DI HO AND CONDI TIONS ON THE JOB AND THIS OFFICE MUS r BE No NFIED OF ANY 6. ALL ROOF PENETRATIONS TO ADHERE TO LANDLORD SPECIFICATIONS, VERIFY REQUIREMENTS WITH LANDLORD. GERBERT LTD. PLEXI DISPLAYS AND X3C TABLE: SPENCER TECHNOLOGIES VARIATIONS FROM HIE DIMENSIONS BNO IN-WALL BLOCKING - TOILET ROOM ALARMS &CCN: AND/OR Imalhoeuf(aspencertech.cam ALL ROOFING WORK IS TO BE PERFORMED BYTHE LANDLORDS CONTRACTORS CONTACT: EMILYFRITZ ARRAY MARKETING 0 CONTRACTOR TO HIRE AN INDEPENDENT STRUCTURAL ENGINEER OR CONDITIONS SHOWN BY TIIESEDRAWINOS. 7. G.C. IS TO HAVE ULTN3 VENDOR "LOCK NET" PROVIDE SEPARATE BID FORALL HARDWARE AND LUCKS. CHECKPOINT CONTACT: JOHN WHEELER ., POBOX 4944 CONTACT: VAANEE KUGARAJAH CONTACT: JEFF KIRKNER (P)800-353-2502X131 Lora Malboeuf (P) 508.635.2029 TESTING AGENCY TO INSPECT THE OFFICE FRAMING TO MEET THE ACCESSORIES SHOP DETAILS MUST BE SUBMITTED TO THIS FOR PROCEEDING 227-5 99-980- WITHF CONTINUOUS PLYWOOD AT BACKSIDE OF REFER TO NOTE 3 ON THIS SHEET FOR VENDOE CONTACT. EMAIL: EMAIL:-299-9847X129 EMAIL: JeffK@Iecknet.wm h8alari�chack rt.corn EMAIL: X a a markeGn .wm EMAIL:-227-5J88 LANCASTH LANCASREE TER, 1 I LANCASTER, PA 17603 1@ Y 9 STANDARDS SET FORTH FOR THE CONSTRUCTION OF THE OFFICE WALLS PHONE: 717-517-5406 "PRODUCT RECEIVED BY GCAND 24 HOUR SERVICE EMS: VALANCE rd2011 RGLA SOLUTIONS, INC. CHECKPIALARMEREQUIRED INSTALLED BY GC (P)800-353-2502 BETTY LE SUPPORTING THE PLATFORM. LETTER OF COMPLIANCE TO BE 02UI1ROBERTO.LYON &ASSOCIATES,INC. 8.G.C.TOPROVIDE AHEAVY DUTY FORK LIFT (MINIMUM 2500POUND CAPACITY) WITH EXTEND FORKS AND PALLET JACKS VENDOR FORFIRENOTE: FAX. 7173941937 CEMENT BOARD IN TOILET ROOM AND AT FOR ALL DELIVERIES. EMAIL: EF@gcrbeHltd.com EMAIL: service@locknet.com G&CBUILDING AUTOMATION CO SUBMITTED TO ULTA. TOILET ROOM ACCESSORIES: 390 SWIFT AVE., SUITE 22 MOP BASIN TELEPHONE & DATA: GLASS: CONTACT: PAMELA ROOYAKKER SECURITY SERVICES: SOUTH SAN FRANCISCO, CA 94080 IN CEILING CONTINUOUS BLOCKING AT ALUja TRACK UL_rA ULTA (P) 650-243-2453 CONTACT: DAVIDTREGER DILLMEIRGLASS {P)773-289-7221 (P): 630-378.7169 CONTACT: PHYLLIS COOPER EMAIL: pamela.reoyakker@bunzlusa.com CONTACT: DOMINICKARCHER (F) 650-292-7460 EMAIL: dlfeger@ultainc.com P)630-226-8208 EMAIL:6eliyle@ccbac.com 0 CONTRACTOR TO ROD AND VIDEO SCOPE WASTE LINE TO LANDLORD'S kT, (P): 800-325-0590 X207 "TOILET PAPER DISPENSER, PAPER TOWEL DISPENSER, MAIN PRIOR TO TURNOVER. VIDEO DOCUMENTING NON-OBSTRUCTED LIGHTS: EMAIL: pcooper@dillmeierglass.com SOAP DISPENSER EMAIL: darcher@ultaine.com WASTE LINE TO BE SUBMITTED TO ULTA. TOILET ROOMS THE SATURDAY PRIOR TO SPECIALTY LIGHTING -PROVIDES ALL GLASS SHELVES THAT OPENING T Y CONTACT: LORRAINE GARIGILANO WILL REQUIRE ALIFT TRUCK MILLWORK: SALON EQUIPMENT: (P) 860-767-0110 COLLINS EXTERIOR SIGNS, INCLUDING PYLON - DAY 35 INDUSTRIAL PARK ROAD#10 (RECEIVED AND INS TALLED BY G.C.) CAP CONTACT: MELINDA SWANN (X240) 0 CONTRACTOR SHALL CONDUCT ASTM F1869 - STANDARD TEST METHOD AND NIGHT #537 CENTERBROOK, CT 06409 CONTACT: CHARLENE PROSNIK ULTA 860-767-0110 Ig@sslighling.corn BACKROOMEQUIPMENr: 445-455McCORMICK BLVD. OR JOHNNY CAFFIN (X230) FOR MEASURING MOISTURE VAPOR EMISSION RATE OF CONCRETE MARKETPLACE ATSEMINOLE WIRING AT EAS - STORE ENTRANCE AND EMAIL: GRAINGER COLUMBUS, OH 43213 (P):1-800-292-6450 EMAIL: ntelinda(Mcollinsmfgco.com SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE and ASTM F-2170-09 TOILET ROOM CORRIDOR TOWN CENTER LIGHTBUL83: CONTACT: DIANE BUJAK 614863-3363 1751 WP BALL BLVD. ROOFTOP EQUIPMENT-IF FURNISHED AND SPECIAL' (P) 815-378-8326 1Y LIGHfING ben(acolkn3mfoco.cam STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONTACT: LORRAINE GARIGILANO EMAIL: diane.bujak@grainger.corn '" WALL CLEATS (2 DAYS PRIOR TO FIXTURE DELIVERY) ""SHAMPOO BOWLS AND REMAINING SALON EQUIPMENT SANFORD, FL 32771 (P) 860-767-0110 "PERIMETER CONCRETE SLABS USING RAPID RH RELATIVE HUMIDITY AND INSTALLED BY TGC 35 INDUSTRIAL PARK ROAD#10 "LOCKERS, 4-WHEEL CARTS, LADDERS WALL FIXTURES& ARCHES, INCLUDING THE SALON ARCH CENTERBROOK, CT 06409 & BABY CHANGING TABLE "CASHWRAP, SALON, CONCEIRGE,COLOR LIBRARY, MGRS. OFFICE, DEBRIS CONTAINERS: TEMPERATURE SENSOR KIT AS MANUFACTURED BY WAGNER METERS 860-767-0110 SKIN CARE ROOM, BACK RM STANDARDS & SHELVES OAKLEAF VINYL BASE AT COLUMNS AND CORNERS EMAIL: Igr@sslighting.coni ALU PACKAGE: "GONDOLA (SALES FLOOR FIXTURES) CONTACT: CHUCKBRUTTOMESSO (800) 634-9961 OR EQUAL. TESTING SHALL BE PERFORMED BY PROJECT WALL COVERING WHERE VALANCE MEETS EXTERIOR SIGNS: FHC MARKETING "HAIR DRYER BOX FIXTURES, PCA SHOP, NESTING, PROMO, FRAGRANCE & (P): 888-625-5323 EXT 4609 INDEPENDENT THIRD PARTY TESTING AGENCY WITH RESULTS KIEFFER CONTACT: KELLY MARTIN CHI TABLES, ID BOUTIQUE, NAIL BAR AND MISC. PRODUCT DISPLAYS EMAIL: teambrultomesso@eakleafwaste.com SPECIFICATIONS CONTACT: MARIAARROYO (GC TO ORDER LAST DUMPSTER FROM OAKLEAF FOR STORE SET SUBMITTED TO ULTA, TESTING PERFORMED BY FLOORING INSTALLATION ADJACENT WALL 585 BOND S'TREET LINCOLNSHIRE, IL 60069 (P)773-777-6106 GONDOLA "ALLIED PANELS': TEAM) AND DIVISION EMAIL: kmartin@fhcmarketing.win CONTRACTOR SHALT_ NOT BE ACCEPTED BY ULTA. APPROVED VENDOR: (P)847-620-1255X242 UNIWEB HANGING ALU FRAMES ALONG STOREFRONT EMAIL: marroyo@kieffersigns.com CONTACT: BILL BENDER FIRE EXTINGUISHERS: JENNIFER CHAMBER 1850 GATEWAY BLVD. SUITE 230 CONCORD CA TO VIEW ALIGNMENT OF WORK 600-0 NATIONAL FIRE SERVICES (NFS) CONTACT: BILL CHINDAMO i > > 94520 1-800-490-3657x208r jennifer@floortest.com ALL FLOOR TRANSITIONS AS INDICATED ON AIL: billb@uniwebinc.com EMAIL: EM PH. 88884-0134 FAX: 239-278-5671 A-4.1 DRAWN BY BRACKETS: EMAIL: bchlndamc@realtiM@SOklllenSIIC.cam FHC MARKETING ARDEX ENGINEERED CEMENTS ROCK-TRED MATERIAL BEING USED JD CONTACT: KELLY MARTIN BEN MACK (P) 773-777-6100 MANAGER -SPECIFICATIONS & NATIONAL PROGRAMS CHECKED BY EMAIL: kmartin@fhcmarketing.com (0)724-203-5060 ARDEX MATERIAL BEING USED " METAL BRACKETS FOR GONDOLA SHELVES . (c)412.352-3805 RL RECEIVED BY G.0/INSTALLED BY STORE EMAIL TMack@ardex.com VAPOR BARRIERS & DOWELS AT TRENCHES JOB NUMBER "" UNIWB GONDOLA "ALLIED PANELS" BRACKETS www.ardex.com - MIN. OF 3 LOCATIONS REMOTE FROM EACH OTHER �� COMPLETED EXHAUST FAN DUCT WORK SHEET NAME 2 CONTACTS / NOTES SCALE CS-2 NONE f 60 min 1525 ---� r --18min c � — � 205 F — �O E E E o � � cn I c9 °' m N C •� - -- — Convention Description E' _ _ N 'o �N_J' dimension showing English units (in N o 9 E r E 36 24 min f 48 min _ _ 9 min 915 inches unless otherwise specified) s10 I 1220 48 min X Z3o �o — rgla solutions, inc. above the line and SI units (in Ou� — N 230 lzzo 5100 River Road, Ste 125 millimeters unless otherwise specified) ba;e A ' Schiller Park, IL 60176 6 below the line — -- —I 30 min X t 25 max 150 36 min i •� o iso � � 6 max 17-25 p: 847.671.7452 �`� dimension for small measurements 915 Q 1 OE ,`A (a) (b) L 150 430 635 112 O In 635 f: 847.671.4200 (a) (b) (a) (b) www.rgla.com 12 min 12 min � — J c� forward parallel 36 min 60 min 33-36 305 305 915 1525 elevation plan elevation plan dimension showing a range with 840-915 minimum - maximum REVISIONS: DATE: min minimum Figure 304.3.2 Figure 305.3 Figure 305.5 Figure 305.7.1 Figure 305.7.2 Figure 306.2 Figure 306.3 LLB UREVISLTA VIEW oDATE: max maximum T -Shaped Turning Space Clear Floor or Position of Clear Floor or Ground Space Maneuvering Clearance > greater than round Space in an Alcove, Maneuvering Clearance Toe Clearance Knee Clearance BID ISSUE 01/24112 > greater than or equal to Forward Approach in an Alcove, PERMIT ISSUE 01125/12Parallel Approach < less than 4 max < less than or equal to 100 boundary of clear floor space or maneuvering clearance Lcenterline — 20 max >20-25 max _ a permitted element or its extension 510 _ 510-635 r 4> direction of travel or approach x > 12 � 1 X X a wall, floor, ceiling or other element o 0 12 max 12 max 305 N _ / X ro E N cut in 10 section or plan X 305 305 X W E E E )at mW 1 f a highlighted element in r- `� E m X > 12 o `° _ m (D C E N qa r1 SY cv N w cv v elevation or plan A w N 305 � � . X location zone of element, control or _ 10 max > 10-24 maxIL �N / feature (a) (b) (a) (b) 10 max 255 255-610 N r- LO o V (a) (b) 1� G U, 255 a - • . (9 _ ro c� _J r_ r• a> Figure — (9 (9 Figure 307.2 Figure 307.3 Figure 308.2.1 Figure 308.2.2 Figure 308.3.1 Figure 308.3.2 � Y r p a _ Graphic Convention for Figures Limits of Post -Mounted Unobstructed Obstructed High Unobstructed Obstructed High46 �v Protruding Objects Protruding Objects Forward Reach Forward Reach Side Reach Side Reach vJ ii COD G G COOin 12 min o — — — _ �_ —I 305 F I o 22 min 'o E N It 't 560 18 min 04 E 22 min n 445 I �� CN 560 I — J 32 min 32 min 32 min _4> 815 815 815 Lo O F �`,�, 'r �p I 36 min 42 min ' FpN A. GEIJr%G 915 1065 (C) J y( hinge approach, (a) (b) (c) O front approach, push side, door ®loojs C,,, gpush side, door front approach, pull side (b) provided with both closer and latch (d) (e) (f)' .' hinged door sliding door folding door front approach, push side provided with both closer and latch pp , P hinge approach, pull side hinge approach, pull side hinge approach, push side' Figure 404.2.3 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Clear Width of Doorways Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Manual Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Manual Swinging Doors Manual Swinging Doors Manual Swinging Doors Swinging Doors and Gates Manual Swinging Doors Manual Swinging Doors Manual Swinging Doors and Gates and Gates and Gates and Gates and Gates and Gates — — — — �4> � SEA 1 THE C:24 min E 11 DWINGS AND AND IIDEO SE DES ONS AND ARRANGEMENTSSPECIFICATIONS REMAIN THE PROPERTY OF THIS OFFICE: AND 24 min 20 QO REPRESENTED THEREBY ARE AND SHALL —I 24 min q 610 •E o 61 U 61 U N _ DISCLOSED TO OTHERS USED IN THE d' NO PART THEREOF SHALLL BE COPIED, —i — — — — — — — 61 D r— — — — 18 min CONNECTION WIT[I ANY WORK OR PROJECT C 24 min I 445 OTHER THAN THE SPECIFIC PROJECT FOR E cw �/ N WHICH THEY HAVE BEEN PREPARED AND w E o n ��V// C: � u, EVELOPED WITHOUT THE WRITTEN CONSENT I o `9 24 rnln HESE DRAWINGS OR SPECIFICATIONS SHALL - N E n T- FTHISOFFICE. VISUAL CON �p 22 rain 560 N 61 U L X , CONSTITUTE CONCLUSIVE EVIDENCE OF d" 8 ACCEPTANCE OF THESE RESTRICTIONS. SHALL I IAVE PRECEDENCE OVER SCALED 205 WRITTEN DIMENSIONS ON THESE DRAWINGS (h) latch approach, pull side, (� (k) —ll DIMENSIONS: CONTRACTORS SHALL VERIFY - door provided with closer �+) (a) r AND BE RESPONSIBLE FOR ALL DIMENSIONS latch approach, pull side latch approach, push side latch approach, push side, front approach (b) () (d) (a) AND CONDITIONS ON THE JOB AND THIS door provided with closer pp pocket or hinge approach pull Side OFFICE MUST BE NOTIFIED OF ANY side approach stop or latch approach f VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.1 Figure 404.2.4.2 Figure 404.2.4.2 Figure 404.2.4.2 Figure 404.2.4.2 Figure 404.2.4.3 ©2017 RGLA SOLUTIONS, INC. Maneuvering Clearance at Manual Maneuvering Clearance at Manual Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at Maneuvering Clearance at 02011 ROBERT G. LYON &ASSOCIATES,INC. Swinging Doors and Gates Swinging Doors and Gates Manual Swinging Doors Manual Swinging Doors Sliding and Folding Doors Doorways Without Sliding and Folding Doors Sliding and Folding Doors Recessed Doors and Gates and Gates and Gates Doors or Gates I B E A U T Y c E 2 E 12 ULTA 9537 48 min 48 min MARKETPLACE AT SEMINOLE 1220 1220 d TOWN CENTER 1751 WP BALL BLVD. — I _-=lY✓ 12 min SANFORD, FL 32771 — � � � -- �I✓^J 305 N UVJ � t ! J /N X , $ (a) (b) � `� i 2115x > 8 � � — J DISABLED 205 24 max 24 max ACCESS 48 min 1220 s10 4$ min 610 42 min 42 min 36 ruin 36 min DETAILS loss 1065 115 915 1220 loom (G) — C c 1220 1220 DRAWN BY (b) push side, door provided withE m E W C._� =� E w E (a) (b) push side both closer and latch C9 � t` - cqq 180 degree turn 180 degree turn JD (c) - (Exception) CHECKED BY RL Figure 404.2.4.3 Figure 404.2.4.3JOBNUMBER Figure 404.2.6 Figure 403.5.1 Figure 403.5.2 Maneuvering Clearance at Maneuvering Clearance at Doors in Series and Gates in Series Clear Width of an Clear Width at Turn Recessed Doors and Gates Recessed Doors and Gates Accessible Route 1 1 04• SHEET NAME 1 DISABLED ACCESS DETAILS SCALE CS -4.1 NONE SPECIFICATIONS INSTRUCTION TO BIDDF_RS Refer to the invitation to bid letter. Insurance Requirements: A, Prior to commencement of the work, all contractors and subcontractors shall obtain insurance policies as outlined below. Insurance policies are to name the tenant, tenant's architect (Robert G. Lyon & Associates, Inc.), Tenants Project Coordinator (RGLA Soluntions, Inc.), landlord and the landlord's general contractor (if applicable) as additionally insured. Certificates of insurance shall be submitted to those named. B. The General Contractor will provide evidence of insurance that complies with the following standards: 1. Bodily injury $3,000,000 each person; $3,000,000 each occurrence 2. Property damage $5,000,000 each occurrence; $1,000,000 in the aggregate 3. Additional insured in the dame of ULTA, Inc. and it's Subsidiaries and Affiliates. 4. Additional insured in the name of Robert G. Lyon & Associates, Inc., & RGLA Solutions, INC., 5100 River Road (Suite 125), Schiller Park, IL 60176. 5. Additional insured in the name of KPPE, 5302 Vista Pointe Drive, Mainville, OH 45039. 6. Certificate holder in the name of ULTA, Inc. and Robert G. Lyon & Associates, Inc. C.The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the project is located insurance protection from claims under workers compensation arts and other employee benefit acts which are applicable, claims for damages because of bodily injury, including death, and claims for damages, other than to the Work itself, to property which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by the Contractor or by a subcontractor or anyone directly or indirectly employed by any of them. D. This insurance shall be written for not less than the limits of the liability specified in the contract documents or required by law, whichever is greater, and shall include contractual liability insurance applicable to the Contractors obligations. Certificates of Insurance acceptable to the Owner shall be (fled with the Owner prior to commencement of the Work. Each policy shall contain a provision that the policy will not be canceled or allowed to expire until at least 30 days prior written notice has be given to the Owner. SUMMARY OF WORK The work consists of the Interior tenant improvement build out of a retail cosmetics store, including all its appurtenances and improvement required or necessary, shown on the drawings, accepting only those items specifically shown, noted or specified as not in contract (NIC). Items noted 'NIC (Not in Contractr are to be supplied by [tie Owner, the Owners vendor o. Refer to Schedules on Drawings or Owner -Contractor Agreement for additional items, not specifically listed above. SECTION 00100 SECTION 01010 CONTRACT DOCUMENTS,- The OCUMENTS:The Contractor shall use the following Tenant provided documents in the negotiation and execution of the Work. Contact Architect's office for copies of these documents: 1. Instructions to Bidders. 2. Construction Contract for ULTA (location listed on coversheet CS -1) Definitions: 1. The term "Landlord" used in these documents refers to the building Owner/Landlord. 2. The term "Owner/Tenant" used in these documents refer to the Retail Tenant, ULTA. The terra Architect used in these documents refer to RGLA Inc 3. The term Engineer (Electtrical, Mechanical or Plumbing) used in these documents refer to KPPE-Engineering 5. The term "Contractor" used in these documents refers to the entity responsible for perforating the Work under Construction Contract for ULTA CONSTRUCTION SCHEDULE: The Contractor shall prepare and submit to the Owner's representative, a bar -chart type progress schedule for the entire Project, within three (3) days after award of Contract. Provide a separate bar for each Work item listed in the Schedule of Values. Include appropriate time for project mobilization, procurement of products, review and return of shop drawings, fabrication, installation, testing, final cleanup and installation time for work under separate Contracts. Identify each calendar day through -out the schedule. Highlight critical path elements of the schedule that are important to complete the Work on time. Correlate the organization of the schedule with the date of Substantial Completion indicated in the Owner -Contractor Agreement. PROJECT COORDINATION & ADMINISTRATION: COORDINATE the Work of the complete project to assure an efficient and orderly sequence of installation of construction elements, and for installation of items furnished and installed by others, with provisions for accommodating other items to be installed later. Coordinate space requirements and installation of mechanical and electrical Work which are indicated diagrammatically on the Drawings. Utilize space efficiently to maximize accessibility for other installations, and for maintenance. PRE -CONSTRUCTION MEETING: Meet with the Owner's designated construction representative before starting construction. Discuss procedures and requirements for site access, work hours, parking, deliveries and receiving, debris and waste receptacles, temporary barricade and construction operations that may be offensive. MAINTENANCE OF CONSTRUCTION DOCUMENTS: The Contractor shall maintain at the project site, a 'record set of Construction Documents and the following related drawings or documents prepared by others: Casework shop drawings prepared by the Casework fabricator Interior and exterior signage shop drawings, by the Signage Contractor DO NOT construct any portion of the Work related to these drawings at any time without such drawings being available at the Project Site. APPLICATIONS FOR PAYMENT SECTION 01025 PAYMENT REQUESTS: The payment request cycle is to be regular. Each application must be consistent with previous applications and payments. Certain applications for payment, such as the initial application, the application at substantial completion, and the final payment application involve additional requirements. PRIOR TO SUBMITTAL OF INITIAL APPLICATION FOR PAYMENT, the following items shall be submitted: (1) listing of subcontractors and principal suppliers and fabricators, (2) the progress schedule, (3) preliminary schedule of values, (4) performance and/or payment bonds, if required, and (5) copies of acquired building permits for performance of the Work. FORM & QUANTITY OF APPLICATION: Submit all billing and billing forms to the owners representative SUBMIT CONDITIONAL LIEN RELEASES with each Application for Payment, contingent upon receipt and bank clearance of the current invoiced amount. SUBMIT UNCONDITIONAL LIEN RELEASES covering the previously paid amount received by the General Contractor and all sub -contractors or material suppliers, with subsequent Applications for Payment. PRELIMINARY SCHEDULE OF VALUES: Before start of construction, submit a preliminary Schedule of Values. Support with back-up data to substantiate its accuracy upon request. FINAL SCHEDULE OF VALUES: At the completion of the Work, and as a condition of Final Completion, submit a revised Schedule of Values, reflecting the final cost of the Work, including all revisions or changes made during construction. Arrange schedule in order of Work items listed above, and support schedule with backup data if requested. CONCRETE TESTING Concrete In -Situ Relative Humidity and pH Testing Part 1 - General 1.01 Section Includes A. Provide in-situ concrete relative humidity and surface pH testing to all concrete specified to be covered with floor coverings or resinous coatings. Includes concrete placed below, on and above grade. (For re -model projects suspended slabs may be excluded from this requirement) B. Testing shall take place after allowing concrete to dry for a minimum of 28 days. Testing is to be scheduled no less than 1 and no more than 6 weeks prior to scheduled flooring installation. 1.02 Related Sections A. Section 09620 - Specialty Flooring B. Section 09640 - Wood Flooring C. Section 09650 - Resilient Flooring D. Section 09660 - Static Control Flooring E. Section 09670 - Fluid Applied Flooring F. Section 09680 - Carpet 1.03 References A. ASTM F-2170.11- Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In -Situ Probes B. ASTM F-71 0-11 - Standard Practice for Preparing Concrete Floors and Other Monolithic Floors to Receive Resilient Flooring. 1.04 Submittals A. Report all test results in chart form listing test dates, time, depth of test well, in-situ temperature, relative humidity and pH levels. B. List test locations on chart and show same on 81/2 x 11 site map (when such map is made available to testing agency) C. Deliver results in duplicate for distribution to Architect and General Contractor. 1.05 Quality Assurance A. Digital "Reader' and calibrated relative humidity sensors 1. Factory -calibrated "Smart Sensors" using Touch -n -Sense fM technology. 2. NIST -traceable factory calibration B. Wide range pH paper, and distilled or de -ionized water. Part 2 - Products 2.01 - Manufacturers A. Rapid RHO relative humidity and temperature sensor kit as manufactured by Wagner Meters (800) 634-9961, or equal. B. pH test paper as manufactured by Micro Essential Laboratory, or equal. Part 3 - Execution 3.01- Quantification of Relative Humidity at 40% of Concrete Thickness A. The test site should be maintained at the same temperature and humidity conditions as those anticipated during normal occupancy. These temperature and humidity levels should be maintained for 48 hours prior and during test period. When a building is not under HVAC control, a recording hygrometer or data logger shall be in place recording conditions during the test period. A transcript of this information must be included with the test report. B. The number of in-situ relative humidity test sites is determined by the square footage of the facility. The minimum number of tests to be placed is equal to 3 in the first 1,000 sq.ft. and 1 per each additional 1,000 square feet. C. Determine the thickness of the concrete slab, typically from construction documents. D. Utilizing a roto -hammer, drill test holes to a depth equal to 40% of the concrete thickness", Le, 2" deep for a 5" thick slab, or 1 W' deep for a 4" thick slab. Hole diameter shall not exceed outside diameter of the probe by more than 0.04". Drilling operation must be dry. E. Vacuum and brush all concrete dust from test hole. F. Insert a relative humidity probe (sensor) to the full depth of test hole. Place cap over probe. G. Permit the test site to acclimate, or equilibrate for 1-2 hours prior to taking relative humidity readings. H. Remove the cap, insert the cylindrical reading device, and press button on the device to obtain reading from the in-situ probe. I. Read and record temperature and relative humidity at the test site. ` Elevated structural slab (not poured in pans) should be tested at a depth equal to 20% of its thickness. 3.02 Quantifying pH level. A. At or near the relative humidity test site perform pH test. 1. Place several drops of water onto the concrete surface to form a puddle approximately 1" in diameter. 2. Allow the water to set for approximately 60 seconds 3. Dip the pH paper into the water and remove immediately, compare color to chart provided by paper supplier to determine pH reading B. Record and report results, TEMPORARY FACILITIES/CONTROLS CONNECT to existing systems at the project site, and coordinate with applicable utility service companies, to provide for water, electrical power, lighting, heat, and phone service. Costs for such services shall be included in the Base Bid Amount, unless otherwise indicated. TEMPORARY ELECTRICAL POWER: Provide a grounded power distribution system with overload protection, sufficient to accommodate construction operations requiring power, use of power tools, electrical heating, lighting, and start-up testing of permanent electric -powered equipment prior to its permanent connection to electrical system. Locate multiple outlets (minimum of 4 -gang) spaced so that the entire area of construction can be reached by power tools on a single extension cord of 50' maximum length. TEMPORARY LIGHTING: Provide temporary lighting fixtures for use during construction. SANITARY FACILITIES: Provide on-site toilet facility for the use of all workmen on the job site, until new facilities are in service. Provide separate facilities separate facilities for male and female personnel when both sexes are working at project site. TEMPORARY HEAT AND VENTILATION shall be provided to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for the installation and proper curing of materials, to protect materials and finishes from damage due to temperature or humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases. Once new systems are operational, they may be used for temporary heating and cooling only if: (1) all registers diffusers and filters are cleaned before substantial completion, and (2) warranty periods remain unchanged, starting from the date of Substantial Completion. TEMPORARY FIRE EXTINGUISHERS: Provide Type ABC extinguishers at locations reasonably effective in extinguishing fires, by personnel at project site. Comply with NFPA No. 10. Post warning and quick -instructions at each extinguisher, and instruct personnel on proper use. Post fire department call number on each telephone at project site. TEMPORARY PHONE SERVICE shall be provided by the General Contractor. The temporary telephone shall be made available to sub -contractors, and the Architect or Owner's construction representative or his representative for local telephone calls. Long distance shall be paid for by the party making such calls. SCAFFOLDING: Provide all scaffolding and construction aids required, including guard rails, lights and platforms necessary for the completion of the Work, and for the protection of the workmen and the public. PROGRESS CLEANING: At all times, keep the project site free from accumulation of waste materials or rubbish caused by construction operations. Provide suitable waste receptacles for trash and construction debris, and arrange for transportation and legal disposal of materials off site. Provide adequate dumpster space for K.E.C. PRODUCTS & SUBSTITUTIONS PRODUCT OPTIONS: Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description, Products Specified by Naming one or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions. SHOP DRAWINGS: Contractor will submit to the Architect with such promptness as to cause no delay in his work or in that of the other contractor, (3) copies of all shop or setting drawings and schedules required for the work of the various trades. The Contracotr will allow (15) days from the date the drawinga are received by the Architect for the reveiw and return of shop drawings. The Contracotr is to factor this timeframe into his construction schedule. CONTRACTOR'S SUBSTITUTION REPRESENTATION: By substitution of a material, product, equipment item or system, the Contractor: (1) represents SECTION 01450 that he has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified, (2) will provide the same warranty for the substitution that the Contractor would have provided for the specified product, (3) waives all claims for additional costs related to the substitution which subsequently became apparent; and (4) will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. APPLICATION/ACCEPTANCE: Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of full responsibility for satisfactory installation. SECTION 01500 SECTION 01600 PRODUCTS IN QUANTITIES shall be alike and interchangeable. Where additional amounts of a product are likely to be needed by the Owner at a later date for maintenance and repair, provide standard, domestically produced products which are likely to be available to the Owner at such later date. SUPPLY PRODUCTS COMPLETE with all standard devices, trim finish, and all accessories indicated in the latest edition of the manufacturers catalog or brochure published at the date of the award of the Contract. Furnish such items complete with component parts necessary for [tie obvious and intended use and installation, whether or not descriptions or catalog numbers contain all supplemental information and/or numbers of such components. EQUIPMENT NAMEPLATES: Provide permanent nameplates on each item of service -connected or power operated equipment. Indicate manufacturer, product name, model number, serial number, capacity, speed, rating, and similar essential operating data. Locate nameplates on an easily accessible surface. Locate required labels and stamps on an accessible surface which, in occupied spaces, is not conspicuous. MANUFACTURER'S INSTRUCTIONS: Whenever products are required to be installed and/or perform in accordance with a specified manufacturer's instruction or procedure, procure, distribute and maintain at the site copies of such information. NO ALLOWANCE or consideration will be made for claimed ignorance as to what a cited reference standard contains, as each tradesman is considered to be experienced and familiar with the published standards of quality and workmanship for his own trade. INSTALLERS INSPECTIONS: Before installation, inspect substrate material and the conditions under which the Work will be performed. Do not proceed until unsatisfactory conditions have been corrected. Application of a material or equipment item to work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. Inspect each item of material or equipment immediately prior to installation - reject damaged and defective items, PERFORM INSTALLATION WORK by persons qualified to produce workmanship of specified quality, in accordance with manufacturers printed instructions. Install Work during conditions of temperature, humidity, exposure, forecasted weather, and status of the project completion which will ensure the best possible results for each unit of work. ISOLATE each unit of work from non -compatible work, as required to prevent deterioration. Make allowances for expansion, contraction, and building movements. Provide attachment and connection devices and methods for securing the work properly as it is installed, true to line and level. Provide uniform joint widths in exposed work, organized for best possible visual effect. COORDINATE CLOSING -IN of work with required inspections and tests, so as to minimize the necessity of uncovering completed work. PROTECTION: After installation, provide coverings to protect installed products from damage from traffic and construction operations, remove when no longer required. REPAIR AND REPLACE damaged items, at no additional cost to the Owner. Additional time required to secure replacements and to make repairs will not be considered to justify an extension of time to complete the Work. PROJECT CLOSEOUT SECTION 01600 FINAL CLEANING: Prior to Owner Occupancy, clean all surfaces including fixtures and equipment, including Owner supplied equipment. Remove all traces of soil, stains, dirt, waste materials, smudges, and other foreign matter from all finished surfaces. Clean all equipment and fixtures to a sanitary condition. Clean transparent materials, including mirrors and glass in doors, windows, and casework, to a polished condition, free of dust, putty, films or similar substances which are noticeable as vision -obscuring. SUBSTANTIAL COMPLETION: After final cleaning operations have been completed, and when the Project is ready for Owner occupancy, obtain an occupancy permit on behalf of the Owner, and approval by any other governmental authorities having jurisdiction over the Project. Submit originals of such approvals to the Owner for his records. CERTIFICATE OF OCCUPANCY: Contractor shall obtain Certificate of Occupancy, which is to remain in the possession of the Store Manager with a copy to the Owners Project Manager. PUNCH LIST: The General Contractor shall prepare a list of Work items yet to be completed or corrected, complete with scheduled dales for completion within 5 days or per contract. Submit this list to the Owners representative for review and comments, The Owner's representative will then perform a Final Inspection, and will prepare a Punch List of items which are incomplete, damaged, or otherwise not in conformance with the requirements of the Construction Documents. The failure to include any item on such list does not alter the responsibility of the Contractor to complete all the Work required by the Construction Documents. INSTRUCTION OF PERSONNEL: Fully instruct the Owners designated personnel in the operation, adjustment, and maintenance of mechanical, plumbing, and electrical systems. OPERATION & MAINTENANCE DATA: Organize two (2) sets of operating and maintenance data. Bind data into heavy-duty 3 -inch, 3 -ring vinyl -covered binders, properly identified and indexed. Include the following types of information in operation and maintenance manuals: paint materials and color formulas used, material suppliers and product identifications for future replacement of interior finishes, operating manuals and emergency instructions for HVAC equipment furnished (if applicable), spare parts listings, copies of warranties, wiring diagrams, inspection procedures, air testing and balancing reports, sub -contractor listing and similar appropriate items. COMPLETE ALL WORK ITEMS as expeditiously as possible, providing labor at times when the project is not in operation, if necessary. Coordinate with the Owners manager and perform the Work so that it will not interfere with file Owners operations. FINAL PAYMENT - CLOSEOUT SUBMITTALS: Submit the following iterns to the Owner, upon application for final payment: (1) Final Occupancy permit and health department approval, when required; (2) Lien waivers; (3) Final schedule of values; (4) extra Construction Document sets, (5) Marked -up set of 'Record Documents; (6) Extra stock of finish material fterns; and (7) the Punch List of incomplete work items, prepared at substantial completion, indicating actual completion dates for each item listed herein. Final payment will not be released until maintenance manuals and all warranties have been received by ULTA. SITE WORK SECTION 02000 NOT REQUIRED CONCRETE WORK SECTION 03300 PROVIDE concrete as indicated on the drawings for building foundations, floor slabs, and exterior paving, slabs, and curbs. FORMWORK: Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of A01 301 and 347. Provide formed openings where required for items to be embedded or passing through concrete work. Locate and set in place items to be cast directly into concrete. Coordinate with work of other sections in forming and placing openings, sleeves, bolts, anchors, and other inserts and components of other work. JOINT DEVICES & FILLER MATERIALS: Joint filler: ASTM D1751; Asphalt impregnated fiberboard or felt, thickness to suit application. CONCRETE MIX: Mix concrete in accordance with ACI 304. Deliver concrete in accordance with ASTM C94. Select proportions for normal weight concrete in accordance with ACI 301 Method 1. PROVIDE concrete to the criteria shown on the drawings USE accelerating admixtures in cold weather only when approved by Architect/Engineer. Use of admixtures will not relax cold weather placement requirements. Do riot use calcium chloride. Use set retarding admixtures during hot weather only when approved by Architect/Engineer. CONCRETE MATERIALS: As specified and indicated on the drawings. PLACING CONCRETE: Place concrete in accordance with ACI 301. Notify testing agency a rninirnum 24 hours prior to commencement of operations. Ensure reinforcement, inserts and embedded parts are not disturbed during concrete placement. Install vapor barrier under interior slabs on grade. Lap joints minimum 6 inches (150 mm) and seal watertight by taping edges and ends. Install joint fillers in accordance with manufacturers instructions. Separate slabs on grade from vertical surfaces with 112 inch (13 mm) thickjoint filler, unless otherwise shown on drawings. Extend joint filler from bottom of slab to within 1/4 inch (6 mm) of finished slab surface. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. Place concrete continuously between predetermined expansion, control, and construction joints. Place floor slabs on ground in checkerboard pattern. Saw cut joints within 24 hours after placing. Use 3/16 inch thick blade, cut into 114 depth of slab thickness. Screed slabs on grade level, maintaining surface flatness of maximum 1/8 inch in 10 ft (3 mm/3 m). Spade and rod concrete to embed anchors, fixtures and other inserts fully in dense concrete. At bottom of wall pours and other horizontal construction joints, roughen, clean, and wet concrete surface against which new concrete is to be placed. Apply 1-112 inches of grout just before placing new concrete. The grout is the same mixture as the concrete but with the coarse aggregate omitted. CONCRETE FINISHING: Finish concrete floor surfaces in accordance with ACI 301. Steel trowel surfaces which will receive carpeting, resilient flooring, thin set quarry or ceramic tile. Steel trowel surfaces which are scheduled to be exposed. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1/8 inch per foot (20 rain per m) nominal. CURING & PROTECTION: Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. Cure floor surfaces in accordance with ACI 308. FIELD QUALITY CONTROL: Field inspection and testing will be performed in accordance with ACI 301 by a testing firm selected by the contractor. Provide free access to Work and cooperate with testing firm. Submit proposed mix design of each class of concrete to inspect and testing firm for review prior to commencement of Work. Perform test of cement and aggregates to ensure conformance with specified requirement. Three concrete test cylinders will be taken for every 75 or less cu yds (57 or less cu m) of each class of concrete placed. One additional test cylinder will be taken during cold weather concreting, cured on job site under same conditions as concrete it represents, One slump test will be taken for each set of test cylinders taken. One air content test will be taken for each set of test cylinders taken. Record temperature of concrete sample for each strength test and atmospheric temperature at that time. CONCRETE SEALING SECTION 03395 General: Seal new and existing concrete floors as shown and specified. Submit manufacturer's product data and surface preparation guide. Materials: Concrete Floor Sealer: ROCKf RED Corp., 800/762-8733, internet www.rocktred.com, "AGUA-ROCK Clear Sealer" high solids, water-based 2 -component penetrating epoxy sealer coating meeting all USDA guidelines and formulated for sealing new and existing cast -in-place concrete. Installation: Preparation: Comply with Section 03300 and Section 03365 "Preparation" requirements and the following: 1. Verify concrete substrates are sound, dry and free of contaminants that would interfere with sealer penetration. 2. Provide all necessary surface preparation in accordance with ROCK-TRED's Surface Preparation Guide. 3. Before general sealer application, prepare and coat a jobsite test area to verify and approve proper surface preparation, adhesion, wet and dry slip resistance, performance, application techniques and coverage. Application: Apply two coats of penetrating sealing at manufacturer's recommended coverage rate MASONRY SECTION 04000 NOT REQUIRED METAL FABRICATIONS _ SECTION 05500 MATERIALS: Limit materials that will be exposed to view to those which are free from surface blemished, pitting, rolled trade names, and roughness. Provide steel plate, shapes and bars meeting ASTM A36, steel pipe meeting ASTM A53 - grade A schedule 40, and steel tube meeting ASTM A500. Provide bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels and other miscellaneous steel and iron shapes as required for framing, supporting or anchoring. FABRICATION and installation shall conform to the latest RISC Specifications. Form Work true to line and level with accurate angles and surfaces. Ease exposed edges to a radius of approx.1/4" unless otherwise shown. Weld corners and seams continuously, coping connections, unless otherwise indicated, Grind exposed welds smooth and flush to match and blend with adjoining surfaces. Prime with red oxide primer and touch-up at site. INSTALLATION: Install items plumb and level, accurately fitted, free from distortion or defects. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. Field weld components indicated on Drawings. Perform field welding in accordance with AWS D1.1. Obtain Architect/Engineer approval prior to site cutting or making adjustments not scheduled. After erection, prime welds, abrasions, and surfaces riot shop primed, except surfaces to be in contact with concrete. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.corn REVISIONS: DATE: LL $ ULTA REVIEW 01/24/12 BID ISSUE 01124112 PERMIT ISSUE 01125/12 !a V U L CL n a� ®ppi1 �� Cd �/ E2 L G U co G COD CD LI) (0 N 0 E N ti LO G O Z3 r c v N U G P d !a V U L CL n a� ®ppi1 �� Cd �/ E2 L G U co G COD � 4_1 c 00 GE °• 11R 5427 ' HEABOVE DRAWINGS AND SPECIFICATIONS D IDEAS, DESIGNS AND ARRANOFMENTS %PRESENTED THEREBY ARE AND SHALL AIN THE PROPERTY OF THIS OFFICE: AND PAR f THEREOF SI IALL BE COPIED, L CLOSED TO OTIIERS OR USED IN THE NEC; [ION WITH ANY WORK OR PROJECT C IER THAN THE SPECIFIC PROJECT FOR ICH THEY HAVE BEEN PREPARED AND VE LOPED WITHOUTTHEWRITHEN CONSENT OF THIS OFFICE. VISUAL CUN FACT WITH THESE URAWINOS OR SPECIFICATIONS SHALL CONST ffUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL I IAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM T1 IE DIMENSIONS AND CONDITIONS SNOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLA SOLUTIONS, INC. D 2011 ROBERT 0. LYON & ASSOCIATES, INC. U LTA, `_ B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 SPECIFICATIONS DRAWN BY JD CHECKED BY RI_ JOB NUMBER 11104 SHEET NAME SP -1 ROUGH CARPENTRY PROVIDE and install blocking, backing, plywood, sheathing, furring and miscellaneous light framing required for completion of the Work, which is generally not exposed; where noted on the Drawings, and as specified herein. PLYWOOD BLOCKING in partitions & Mounting Panels for mounting equipment. Provide APA C -D PLUGGED INT with exterior glue. MISCELLANEOUS WOOD FRAMING & BLOCKING: Construction grade #2 or better Douglas Fir or equal, S4S. PRESERVATIVE TREATMENT: Provide preservative treated wood where indicated in the drawings, and as follows: wood cants, nailers, curbs, blocking, stripping and similar members in connection with roofing; and wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. Preservative treatment shall be water borne material complying with AWPB LP -2, kiln -dried to 19% maximum moisture content for lumber and 15% for plywood. INSTALLATION: Set rough carpentry accurately to required levels and lines, with members plurnb and true and accurately cut and fitted. Securely attach Work to substrate. SHEATHING: Place roof and wall sheathing with end joints. staggered. Secure sheets over firm bearing. Maintain minimum 1116 inch and maximum 1/8 inch spacing between joints of sheets on walls. Place perpendicular to framing members. WOOD TRUSSES: This work includes the complete furnishings of all Trus Joist open -web trusses as shown on the drawings. All bridging, special bearing clips, hangers or other accessories required in the proper installation of the roof trusses are to be included in the structural package and detailed on the shop drawings. CODE APPROVALS: These products shall be designed and manufactured to the standards set forth in the National Evaluation Service Inc. (NES) report No. NER 148. SUBMITTAL DRAWINGS: Shop drawings showing layout and detail necessary for determining fit and placement in the building shall be provided by the manufacturer. When requested, a complete set of design calculations shall be prepared by the manufacturer under the supervision of a registered professional engineer. Chord members shall be MSR sawn or'Microllam' LVL lumber, Web members shall be die stamped from electrically welded, cold rolled steel tubing having a minimum yield strength of 45,000 psi. Connecting pins and bearing details shall be of material and size as required by design. FABRICATION: The trusses shall be manufactured in a plant approved for the fabrication by the building code and under the supervision of a third party inspection agency. No Trusses shall be fabricated by an agent or licensee. Each truss shall be identified by a stamp indicating the truss type, the NER 148 number, the plant number and the independent agency's logo. All panel points are pin connected. WARRANTY: The products delivered shall be free form manufacturing errors or defects in workmanship and materials. The products shall perform to Trus Joist MacMillan specifications for the normal and expected life of the building. ALTERNATES: Due to the customized detailing and engineering characteristics of the roof assembly, it is a requirement that Trus Joint MacMillan open web Trusses be used in the 'base' bid. Alternative products are only to be considered if written approval and acceptance is obtained both by the architect and owner at least 14 days prior to bid date. Any alternate products used are subject to inspection by an independent registered engineer and are required to meet all design criteria of Trus Joist MacMillan. SECTION 06100 FINISH CARPENTRY SECTION 06200 PROVIDE miscellaneous finish carpentry items as shown on the drawings. INSTALLATION: Install Work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Scribe and cut to fit adjoining work. Install with minimum number of joints possible, using full-length pieces to the greatest extent possible. Cope at inside corners, miter at outside corners, and use scarf joints for end-to-end joints, to provide tight fitting joints with full surface contact throughout length of joint. ANCHOR to blocking or directly to substrate with countersunk, concealed fasteners and blind nailing where possible. Anchor countertops securely to support systems as indicated. At drywall partitions, where blocking does not exist, use adhesive and pre -drilled countersunk trim -head sheet -metal screws to attach finish carpentry to metal studs. Fill recess to match surface color of wood. CUSTOM CASEWORK SECTION 06400 FIELD INSTALLATION: INSTALL CASEWORK plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 118" in for plumb and level and with no variations in flushness of adjoining surfaces. Scribe and cut to fit adjoining Work. Anchor to blocking or directly to substrates without distortion so that cabinet doors fit openings properly and are accurately aligned. Adjust hardware to center doors in openings and to provide free operation. Anchor countertops securely to base units and other support systems as indicated. ADJUST & CLEAN: Repair damaged and defective casework where possible to eliminate defects, where not possible to repair, replace casework. Clean, lubricate and adjust hardware for smooth operation. BUILDING INSULATION SECTION 07200 PROVIDE and install blanket -type building wall insulation with vapor barrier, where indicated on the drawings and as specified herein. GLASS FIBER BLANKET BATT INSULATION: Glass fibers formed with binders into resilient flexible blankets or semi-rigid butts; ASTM C665 Types I, II, or III, unfaced or faced units as indicated, densities of not less than 0.5 Ib. per cu. It., k -value of 0.27; manufacturer's standard lengths and widths as required to coordinate with spaces to be insulated. RIGID INSULATION BOARD: At perimeter of foundation as shown: Dow Chemical Co. 'Styrofoam SM', tinted blue, or approved equal, 2" thick minimum 24" wide and in maximum lengths. Minimum 'R' value of 5.3 per inch. Adhesive for applying boards; Dow Mastic #11. RIGID INSULATION BOARD: At masonry wall perimeter as shown: Polystyrene insulation extruded cellular type, 1 112" thick. Board size to be 24" wide x lengths as shown on details. Minimum 'R' value of 5.0 per inch. Adhesive for applying boards as recommended by insulation manufacturer. MASONRY INSULATION: Loose fill inorganic granular vermiculite, treated for water repellency, ASTM C516. Pour into concrete block cores at locations indicated on the drawings. POLYETHYLENE VAPOR BARRIER: 6 -mil polyethylene film INSTALL INSULATION IN FULL THICKNESS as shown over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections which interfere with placement. Install in accordance with manufacturer's instructions. ROOFING SYSTEM REPAIR SECTION 07512 General: When penetration of the existing roofing system is required to accommodate new construction, perform necessary roofing system repair, Coordination: Before starting work, verify with the Tenant's Construction Manager and the Landlord the following: 1. Existing roof system materials and installation methods. 2. Repair work responsibilities and warranty requirements. Qualifications: Repair work shall be performed only by an experienced roofing installer approved or licensed by the existing roofing system materials manufacturer; with not less than five years of successful experience installing and repairing roofing systems similar to this projects existing roofing system. Materials: Provide and install only materials approved and recommended by the roofing manufacturer for repairing the existing roofing system Installation: Inspect roof surface conditions with roof manufacturer's representative to verify extent and location of any other repairs required to ensure a watertight roofing system upon completion of the repair work. Make necessary repairs. Match existing roof slope, insulation materials and roofing membrane materials, except as otherwise approved by the existing roofing system manufacturer to accommodate new construction and repair work. Install curb flashing furnished by mechanical and electrical trades for new roof top equipment SEALANTS SECTION 07900 PROVIDE and install sealants complying with requirements included herein, in order to establish and maintain airtight, vermin proof, and waterproof continuous seals on a permanent basis. SEALANTS: Acrylic Emulsion Latex(Type C): ASTM C834 single component; color as selected; AC -20 manufactured by Pecora. Butyl Sealant (Type E): FS TT -S-1657, Type 1; single component, solvent release, non -skinning, non -sagging, black color; BC -158 manufactured by Pecora. Polyurethane Sealant (Type G): ASTM C920, Type S, Grade NS, Class 25; single component, chemical curing, non -staining, non-bleeding, capable of continuous water immersion, non -sagging type; color as selected; Sifaflex 1- a manufactured by Sika Corp. 1. Elongation Capability - 25 percent 2. Service Temperature Range - 40 to 165 degrees F (-40 to 74 degrees C) 3. Shore A Hardness Range - 35 to 45 Polyurethane Sealant (Type H): ASTM C920, Type M, Grade NS, Class 25; multi-component, chemical curing, non -staining, non-bleeding, capable of continuous water immersion, non -sagging type; color as selected; Sikaflex- 2c manufactured by Sika Corp. 1. Elongation Capability - 25 percent 2. Service Temperature Range- 40 to 165 degrees F (40 to 74 degrees C) 3. Shore A Hardness Range 20 to 30 Silicone Sealant (Type 1): ASTM C920, Type S, NS, Class 25, FDA Approved; single component, solvent curing, non -sagging, non -staining, non-bleeding; color as selected; Construction 1201 manufactured by GE Silicones. 1. Elongation Capability - 25 percent 2. Service Temperature Range- 80 to 400 degrees F (-62 to 204 degrees C) 3. Shore A Hardness Range - 30 Silicone Sealant (Type J): ASTM C920, Type S, NS, Class 25; single component, fungus resistant, chemical curing, non -sagging, non -staining, non- bleeding; translucent white color; Sanitary 1700 manufactured by GE Silicones. 1. Elongation Capability - 25 percent 2. Service Temperature Range - 80 to 400 degrees F (-62 to 204 degrees C) 3. Shore A Hardness Range - 31 NOTE: Caulk wall mold at ACT /wall connection where necessary ACCESSORIES: Primer: Non -staining type, recommended by sealant manufacturer to suit application. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials. Joint Backing: ASTM D1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width; Green Rod manufactured by NMC, Inc. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. INSTALLATION: Clean joint surfaces immediately before installation. Prime or seal joint surfaces as recommended by manufacturer. Comply with manufacturers instructions. Fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a minimum 114" radius convex cove, so that joint will not trap moisture and dirt. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of Spillage. SEALANT AT BASE OF WATER-RESISTANT GYPSUM BOARD: Provide 112" high continuous bead of silicone sealant between water-resistant gypsum board panels and concrete Floors, prior to installation of floor and wall finishes SCHEDULE: This schedule is a list of principal areas only. Refer to Drawing details for items riot specifically scheduled. Location Type Color Window Perimeter BID ISSUE 01124/12 (Interior) C To Match Frames Window Perimeter (Exterior) G To Match Frames Masonry Joints H To Match Masonry EIFS Joints H As Selected Door FramelWalls (Interior) C To Match Frames Door Frame/Walls (Exterior) G To match E.I.F.S. Under Thresholds E To Match Frames Plumbing Fixtures/ Ceramic Tile J White Food Service Areas (Food Contact Areas) I White METAL DOORS & FRAMES PROVIDE exterior and interior metal doors and frames , where rioted on the Drawings and as specified herein. Comply with applicable requirements of the Steel Door Institute 'Recommended Specifications: Standard Steel Doors and Frames'. FRAMES: 14 gauge hot -dipped galvanized cold -rolled steel, fully welded. Provide minimum of 4 gaiv. wire type, corrugated sheet metal, or expansion type anchors per jamb. Provide floor angle anchors. EXTERIOR DOORS: 1-314" thick insulating assembly, with 18 gage cold- rolled, hot -dipped galvanized sheet steel faces, flush type with top, bottom and all edges fully welded and ground smooth. Provide weep holes at bottom, to allow escape of entrapped moisture. Door panel shall provide thermal insulating resistance factor of not less than R-11. GENERAL FABRICATION: Fabricate steel door units to be rigid, neat in appearance and free from defects, warp or buckle. Where possible, fit and assemble units in manufacturer's plant. Shop prime all hollow metal doors and frames. HARDWARE PREPARATION: All doors and frames shall be mortise and reinforced for hardware in the factory. Provide three silencers for single door frames. INSTALL hollow metal doors and frames in accordance with manufacturers recommendations. Set frames accurately in position, plumbed and aligned. Fit doors accurately within frames. Sand smooth all rust or damaged areas of prime coat and apply touch-up coat of compatible primer. WOOD DOORS PROVIDE and install wood doors where noted on the Drawings, as specified herein and in compliance with applicable requirements of NWWDA Industry Standard I.S. 1-A and AWI 'Architectural Woodwork Quality Standards'. SOLID CORE FLUSH WOOD DOORS: AW] Section 1300, Custom grade, construction meeting AWI Spec Standard #FPC -3: solid core with veneer of maple species, riftcut, for stain finish. Paint grade solid core where paint finishes are indicated on drawings. Or laminate finish where indicated INSTALL doors to comply with NWMA I.S. 1, AW] quality standards, and manufacturers instructions. Fit doors to frames with uniform clearances and bevels. Machine doors for hardware in field. Seal cut surfaces of door edges after fitting and machining. Refinish or replace doors damaged during installation. FINISH HARDWARE PROVIDE and install finish hardware throughout the Work as needed for a complete installation and as indicated on Drawings. BLOCKING: Coordinate with other Sections to provide solid wood blocking at all locations where door stops are to be mounted to drywall partitions. FASTENERS: Provide necessary screws, bolts and other fasteners of suitable size and type to anchor hardware in position for long life under hard use. Provide concealed fasteners for hardware units which are exposed when door is closed. THRESHOLD SEAL: Provide butyl rubber sealant meeting FS TT -S-001657 for installation of thresholds, as manufactured by Pecora, Sonoborn, or Tremco. INSTALL hardware items at heights recommended by the Door and Hardware Institute, except as specifically required to comply with local codes. Install hardware in compliance with the manufacturers instructions and recommendations. Set units level, plumb and true. ADJUST and check operation of every unit. Replace units which cannot be adjusted to operate freely and smoothly. HARDWARE SCHEDULE: As indicated on the drawings. Mounting heights for hardware from finished floor to center line of hardware item: Locksets: 38 inch, U.N.O. Push/Pulls: 42 inch Dead Locks: 48 inch Exit Devices: 38 inch All mounting heights shall conform to the requirements of ADA -AG. ACCEPTABLE HARDWARE MANUFACTURERS: As indicated on drawings SECTION 08100 SECTION 08210 SECTION 08700 GLAZING GENERAL: Provide glass and glazing as shown and specified. STANDARDS: Materials and installation shall conform to the following: 1. CPSC 16 CFR Part 1201 (1-91)"Safety Standard for Architectural Glazing Materials." 2. GANA "Glazing Manual -1990." SECTION 08800 QUALITY ASSURANCE: 1. Codes and standards: Provide type of glass and glazing products that comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II materials. Comply with all applicable codes, standards and regulations that control safety glazing materials and installation. 2. System Performance: Provide glass and glazing that has been produced, fabricated and installed to withstand normal thennal movement, wind loading and, where applicable, impact loading, without failure including loss or breakage of glass, failure of glazing sealants or gaskets to remain watertight and airtight, deterioration of glass and glazing materials and other defects in the work. 3. Installation: Performed only by experienced glaziers. MATERIALS: Glass: 1. Float Glass (FG): 114" thick clear float glass. 2. Tempered Glass (TG): 1/4" and 1/2" thick clear, tempered safety glass, free -of -tong marks. 3, Insulating Glass (IGL): 1" thick clear, tempered sealed glass; 114" thick interior and exterior glass lites with 1/2" air space. GLAZING MATERIALS: 1, Glazing Sealants: Provide elastomeric glazing sealants suitable for applications indicated; compatible with one another and with other materials they will contact, complying with ASTM C920, 2. Glazing Tape: Provide preformed, non -staining and non -migrating elastomeric tape, as recommended by tape and glass manufacturers for application indicated, complying with ASTM C 1281 3. Glazing gaskets: Provide manufacturer's standard snap?on alurninurn stops and neoprene, vinyl or EPDM glazing gaskets. 4. Provide setting blocks, spacers and edge blocks of material, size, and shape complying with referenced glazing standard, and compatible with surfaces contacted in installation. FABRICATION: Factory fabricate and size all glass. Preparation: 1. Field verify measurements and conditions of installation. 2. Examine all details. Provide proper fitting to details indicated. 3, Glazing channel dimensions shown are intended to provide for necessary bite on glass, rninirnum edge clearance and adequate glazing materials thickness, with reasonable tolerances. Adjust as required by job conditions at time of installation. Install glass and glazing in accordance with the GANA "Glazing Manual" and glass manufacturers recommendations. Install insulating glass units to comply with recommendations by Sealed Insulating Glass Manufacturers Association (SIGMA). Install setting blocks of proper size at quarter points of sill rabbet. Provide spacers as required. Install glazing sealants, tapes and gaskets in accordance with manufacturer's recommendations. Set glass without springing and install securely to prevent rattling or breakage. Protect glass from breakage during remaining construction. Do riot remove non -permanent labels until final acceptance. GYPSUM DRYWALL PROVIDE and install screw-type metal support system, gypsum wallboard, and drywall finishing of partitions, furring, ceiling and soffit drops where shown or noted on the drawings and as specified herein, GYPSUM WALLBOARD: ASTM C36, Type X, tapered edge, 518" thickness unless otherwise indicated; in maximum lengths available to minimize joints. Gypsum backing board may be utilized for multi -layer applications. WATER-RESISTANT GYPSUM WAL I BOARD: 5/8" thick square curt ends, taped edges, CEMENTITIOUS BOARD: Glass fiber reinforced portland cernent'Wonderboard' or approved equal. TRIM ACCESSORIES: Provide manufacturer's standard galvanized steel trim with beads for concealment of Ilanges in joint compound. Use vinyl trim with water-resistant gypsum board. JOINT TREATMENT: ASTM C475, paper reinforcing joint tape, with ready mixed vinyl -type joint compound, multi-purpose grade. COMPLY WITH 'Gypsum Construction Handbook' by United States Gypsurn Co., Gypsum Association GA -216 'Recommended Specifications for the Application and Finishing of Gypsum Board' and ASTM C754 'Installation of Frarning Members to Receive Screw Attached Gypsurn Wallboard, Backing Board, or Water Resistant Backing Board' for all installation Work. INSTALL GYPSUM BOARD vertically to avoid end -but joints where possible. If necessary, locate end -butt joints as far from center of walls and ceilings as possible, and stagger not less than V-0". Do not install imperfect, damaged or damp boards. Do not force in place. Locate joints over supports, with like -edges (tapered or cut) abutting. Form control joints with space between edges of boards, prepared to receive trim accessories. BASE OF WATER-RESISTANT BOARD: Provide 1/2" gap between bottom of water- resistant gypsum board and floor surface for installation of continuous silicone sealant. INSTALL CORNER BEADS at all external corners of drywall Work. Install edge trim at all edges where gypsum board is exposed or semi -exposed. Install control joints above all doorjambs, and as indicated on the drawings. APPLY JOINT TREATMENT at all joints (both directions), metal trim flanges, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for final finish. Apply joint compound in three (3) coats, and sand smooth between last two (2) coats and after last coat. INSTALL ACOUSTICAL INSULATION in partitions indicated on Drawings to achieve STC ratings noted. Install acoustical insulation in partitions tight within spaces, around cut openings, behind, around and tight to penetrating items. Install acoustical sealant in accordance with manufacturers instructions. SECTION 09250 rgla solutions, If1C. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671 .4200 www. rgIa. corn REVISIONS: DATE: LL & UL'rA REVIEW 01124112 BID ISSUE 01124/12 PERMIT ISSUE 01125/12 THEA VE DRAWINGS AND SPECIFICATIONS AND IU DESIGNS ANDARRANGEMENTS REPRE TED THEREBY ARE AND SHALL REMAIN E PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR HIGH THEY HAVE BEEN PREPARED AND EVELOPED WITHOUT THE WRITTEN CONSENT F THIS OFFICE. VISUAL CONTACT WITH HESE DRAWINGS OR SPECIFICATIONS SHALL ONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SI IALL RAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FORALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RCLA SOLU TIONS, INC. 02011 ROBERT G. LYON & ASSOMI ES, INC. U LT_A_ 1h,_ B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 SPECIFICATIONS DRAWN BY JD CHECKED BY RL JOB NUMBER 111Q4 SHEET NAME SP -2 TILE WORK PROVIDE ceramic tile on walls and floors where indicated on the Drawings and as required herein. TILE shall be thin -set in Adhesive. Use sanded cement grout with acrylic additive, in accordance with TCA Handbook Method No. F113. MATERIALS: See finish legend for floor, base, and wall materials. COMPLY WITH MANUFACTURER'S instructions for mixing and installation of materials. EXTEND tile work into recesses and under or behind equipment and fixtures, to form a complete covering without interruptions, except as otherwise shown. Terminate work neatly at obstructions, edges and corners without disrupting pattern or joint alignmants. ACCURATELY form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and other penetrations so that plates, colors, or covers overlap tile. WATERPROOFING MEMBRANE: Nubile Seal TS, or approved equal. Install membrane in accordance with manufacture's instructions over concrete substrate prior to installation where indicated on the drawings. JOINTING PATTERN: Unless otherwise shown, lay tile in grid pattern. Align joints when adjoining tiles on floor, base, walls and trim are same size. Layout tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting. Provide uniform joint widths. PROVIDE EXPANSION JOINTS in tile at all expansion, construction and control joints in the building structure in accordance with TCA Handbook Method EJ171. Keep expansion joints free from adhesive or grout. Install backer rod and sealant as detailed on Drawings. CLEANING: Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. Unglazed tile may be cleaned with acid solutions only when permitted by tile and grout manufacturer's printed instructions, but not sooner than 14 days after installation. Protect metal surfaces, cast iron and vitreous plumbing fixtures from effects of acid cleaning, Flush surface with clean water before and after cleaning. FINISHED TILE WORK: Leave finished installation clean and free of cracked, chipped, broken unbonded, or otherwise defective tile work. PROTECTION: When recommended by tile manufacturer, apply a protective coat of neutral protective cleaner to completed tile walls and Floors. Protect installed tile work with Kraft paper of other heavy covering during construction period to prevent damage and wear. PROHIBIT foot and wheel traffic from using tiled floors for at least three (3) days after grouting is completed. BEFORE FINAL INSPECTION remove protective coverings and rinse neutral cleaner from tile surfaces. ACOUSTICAL TILE CEILINGS PROVIDE acoustical panel ceilings with exposed suspension grid, as shown and scheduled on the Drawings, and as specified herein. MATERIALS. Suspension systern and acoustic panels as listed in finish legend. MAINTENANCE STOCK: At time of completion, deliver two packages of acoustical panels to the Owner of each type of material used, for future replacement use. SUSPENSION MATERIALS: Comply with ASTM C 635 for intermediate -duty class system. Size attachment devices for five (5) times design load. Hanger wire shall be galvanized carbon steel, ASTM A 641, soft temper, pre -stretched, 12 gage minimum. COMPLY with manufacturer's printed instructions, and with governing regulations, fire -resistance rating requirements and with industry standards applicable to the Work. INSTALL SUSPENSION SYSTEM to comply with ASTM C 636, with hangers supported only from building structural members. Locate hangers not less than 6" from each end and space 4'-0"; along each carrying channel or direct -hung runner. Secure wire hangers by looping and wire lying, either directly to structures or to inserts, eye -screws, or other devices which are secure and appropriate for substrate. INSTALL EDGE MOLDINGS at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. INSTALL ACOUSTICAL PANELS in coordination with suspension system, with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. Install hold-down clips in vestibules. NOTE: Caulk wall mold at ACT/wall connection where necessary SECTION 09300 PAINTING SECTION 09900 WALLCOVERING WORK INCLUDES surface preparation and painting of interior and exterior INSTALLATION INSTRUCTIONS FOR VINYL WALLCOVERING surfaces for the total project. Where items or surfaces are not specifically STOP AND READ BEFORE INSTALLING If at any time during the mentioned, paint the same as similar adjacent materials or areas. installation a product or installation issue should be discovered -STOP! PERMIT ISSUE Contact your distributor or dealer before proceeding. After installing the PAINTING NOT REQUIRED: Unless otherwise indicated, painting is not required first 3 strips of any wallcovering -STOP! Once again, make sure the on casework, plastic laminate, mechanical equipment, plumbing fixtures, product is correct, that there are no quality or product issues with the electrical equipment (excluding exposed distribution cabinet(s)) electrical wallcovering. Should a quality issue or question arise, please call our devices, or food service equipment. Painting is not required on surfaces installation HOTLINE at 1-800-221-1540 (Ext. 8349) between the hours of such as walls or ceilings in concealed or inaccessible areas. Metal surfaces 8 a.m to 5 p.m ET. Designtex will not take responsibility for any quality & anodized aluminum, stainless steel, chromium plate and similar finished issues raised after the first 3 strips are cut and installed. materials do not require finish painting. Do not paint over code -required Mold and Mildew Alert! Before installing any wallcoverings, the labels or equipment identification labels. building must be checked for any moisture problems that could have an coo vo effect on mold and mildew growth after the wallcovering is installed. Do JOB CONDITIONS: Apply paints only when temperature of surfaces to be not install any wallcovering if the walls appear to have any moisture painted and surrounding air temperatures are within recommended range damage or if the building appears to have moisture infiltration problems. If permitted by the paint manufacturer's printed instructions. you are uncertain if moisture problems are present, contact your distributor or dealer before proceeding. Designtex will not take MATERIALS: Paint and stain materials as listed in the finish legend. responsibility for any quality issues if moisture problems are not addressed before installation. SURFACE PREPARATION: Clean surfaces of dirt, rust, scale, grease, moisture, or other conditions otherwise detrimental to formation of a durable paint film. Perform preparation and cleaning procedures in accordance with paint Before Installing: manufacturer's printed instructions for each particular substrate condition. • Inspect each piece upon receipt. Immediately make claim with the carrier if the pieces are damaged. • Check to see that you have received what was ordered and that the REMOVE hardware, accessories, plates, lighting fixtures, and similar items in rolls all have the same style and run numbers. 9 If the material is to be stored, make sure the pieces are kept in a place and not to be finish -painted, or provide protection prior to surface temperature controlled, dry area, and not crushed. preparation and painting operations. Remove, if necessary, for complete S la. Gt:olfi o,,f painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items. Surface Preparation: COMPLY with manufacturer's printed directions in applying paint materials. Use 0 Site conditions: For best results, finished lighting should be in place applicators and techniques best suited for substrate and type of material being applied. at the time of wall preparation and wallcovering installation 1 w ..�?'`�Y • Acceptable hanging surfaces must be clean, smooth, dry and SCHEDULING: Apply first -coat material to surfaces that have been cleaned, structurally intact. pre-treated or otherwise prepared for painting as soon as practicable after • Any mildew must be removed from the walls and surfaces treated to preparation and before subsequent surface deterioration. Allow sufficient inhibit further mildew growth. In humid, mold, and mildew prone time between successive coatings to permit proper drying. Do not re -coat areas we suggest the use of Zinsser Plus Mildew Proof Commercial until paint has dried to where it feels firm, does not deform or feel sticky Wallcovering System that offers protection against the growth of under moderate thumb pressure, and application of another coat of paint does mildew. More extensive moisture problems may require additional not cause lifting or loss of adhesion of the undercoat. steps before installation - check with your distributor or dealer. • Do not install wallcovering unless temperature above 55 degrees FORMULATE color of prime coat to match color of finish coats. Fahrenheit is maintained. • Prior to priming, seal damaged drywall facing paper prior to skim APPLY PAINT to provide an opaque, smooth surface of uniform finish, color, coating. appearance and coverage. Cloudiness, spotting, holidays, lap marks, brush 0 Note: Crayon, pen markers, ink, screw and nail heads, and heavy marks, runs, sags, ropiness or other surface imperfections will not be acceptable. pencil marks, and stains need to be sealed with a stain -killer prior to priming. APPLY ADDITIONAL PAINT coats when undercoats, stains or other conditions • For new drywall construction, a coat of wallcovering primer should show through final coat of paint, until paint film is of uniform finish, color be applied to surface before application of wallcovering. Use a and appearance. Give special attention to insure that surfaces, including primer that dries to a solid color to conceal drywall joints. A edges, corners, crevices, and exposed fasteners receive a dry film thickness pigmented latex pre-wallcovering primer specifically manufactured equivalent to that of flat surfaces. Remove, refinish or repaint Work not in for wallcovering is recommended. compliance with specified requirements. • Where there is a color contrast between the wall surface and the wallcovering, it is always best to tint the primer to match the color of CLEAN-UP: During the progress of the Work, remove from site discarded the wallcovering. paint materials, rubbish, cans and rags at end of each work day. Upon 0 Glossy and non -porous surfaces should be primed with a coat of an SECTION 09510 completion of painting Work, clean window glass and other damaged adhesion promoting primer such as R-35 prior to installation of paint -spattered surfaces. Remove spattered paint and clean damaged finish wallcovering. surfaces. Touch-up and restore all damaged or defaced painted surfaces after completion of Work of other trades. Adhesive Application: SCHEDULE - SHOP PRIMED ITEMS FOR SITE FINISHING: We recommend the use of a good quality clay -based or "clear' Metal Fabrication (Section 05500): Exposed surfaces of bollards, trash vinyl adhesive as made by Zinsser and Roman. enclosure frame and exposed surfaces of lintels. * It's always advantageous to use a primer and adhesive from the same Collector Heads and Downspouts (Section 07631): Exposed surfaces of metal. manufacturer. • Do not dilute adhesive. Manufactured Roof Specialties (Section 01710): Exposed surfaces of metal • In mildew prone environments, use of a mildew inhibitor is copings and trim. Steel Doors & Frames (Section 08100): Interior and exterior faces of steel recommended. More extensive moisture problems may require doors and frames. additional steps before installation - check with your distributor or Roof Ventilators: Exposed surfaces of roof ventilators to match roofing. dealer. • • For fabric backed vinyl wallcovering apply the recommended adhesive to the backing using either a pasting machine or a paint roller. Work the adhesive in, to cover the back completely, especially SCHEDULE -EXTERIOR SURFACES near the edges. Fold each end toward the middle, pasted sides Pavement Markings: One coat alkyd traffic paint, white. together, aligning the edges carefully so they do not dry out. Wood - Stain: Two coats transparent weather resistant stain. CAUTION: Do not crease wallcovering. Allow "to relax' or book for Concrete, Concrete Block: One coat block primer. One coat primer sealer five to ten minutes. This will allow the adhesive to penetrate the latex. One coat latex, flat Interior surfaces of dumpster enclosure. wallcovering fabric which is important for successful installation. Steel - Unprimed: One coat zinc chromate primer. Two coats alkyd enamel, 0 Vinyl wallcovering with a paper or non -woven backing does not have gloss. to be booked. Steel - Shop Primed: Touch-up with zinc chromate primer. Two coats alkyd enamel, gloss. Steel - Galvanized: One coat zinc chromate primer. Two coats alkyd enamel, Wallcovering Installation: gloss. 0 Determine whether the pattern match is random, straight across, or drop match. Measure the wall height, allowing for pattern match, add SCHEDULE - INTERIOR SURFACES 4 inches, and then cut the wallcovering. It will overlap onto the Concrete, Concrete Block: One coat block primer. One coat primer sealer ceiling and the base approximately 2 inches. latex. One coat latex, Flat. • Cut rolls in sequential order starting with the highest number Woad -Transparent: AWI System #3 as specified in Carpentry Sections. working down to the lowest number. Make certain that the run Washcoat. One coat stain. Filler coat (for open grained wood only). numbers are separated at break points such as corners. Number panels and headers as they are cut from the roll and apply to the One coat sealer. Top coat, refer to millwork drawings. wall in the same sequence. Wood - Painted: One coat alkyd primer sealer. Two coats alkyd enamel, • Any wallcovering design that does not have specific direction or surface scheduled. horizontal match, could be installed by reversing alternate strips to n Steel -Unpruned: One coat zinc chromate primer. Two coats latex enamel, ensure color uniformity at the seams. stain. 0 If the wallcovering is table trimmed, use of a straight -edge and a Steel - Primed: One coat zinc chromate primer. One coat latex -enamel, satin. razor is recommended. Blades must be changed frequently. "Snap Steel - Primed: One coat zinc chromate primer. One coat alkyd enamel, gloss. off' cutting tools are not recommended. Steel - Galvanized: One coat zinc chromate primer. One coat latex -enamel, . The "overlap and double cut" method is an alternative method of satin. installation with many fabric backed vinyl wallcoverings. Gypsum Board: one coat latex primer sealer. Two coats latex, • When cutting multiple strips, these strips should be numbered and surface as scheduled. installed in sequence as they are cut from the bolt. • With vinyl wallcovering, adhesives will not bleed through nor in most cases stain the face of the wallcoverings. However, an effective way to protect the wallcovering during "overlap" and "double cut" installation, is to tape strips of low -tack drafting tape (blueprint tape) to the front of the strip, flush with the edges. This way if any of the adhesive gets onto the front of the strip, it will be on the tape, not on the wallcovering. Do not use any other tape other than low -tack drafting tape. • If paste does get on the vinyl wallcovering, clean it off immediately with warm water and blot dry with clean lint free towel. Use a soft bristle brush to clean if necessary. Change this water frequently. Be certain to wash the ceiling and the baseboard to remove any paste residue. Do not leave any overlap at the seams since vinyl will not adhere to itself. Seams should be vertical, have a tight fit, and free from air and paste bubbles. Seams should not be located closer than 6" to corners. • Avoid burnishing the face of the material. Use a wallcovering brush or a plastic scraper to smooth the wallcovering onto the wall. • Use a seam roller to flatten the edges at the seams, ceilings and baseboards. Use light pressure. Do not press hard enough to remove the adhesive from underneath the wallcovering. • Wallcovering should be cut to fit behind wall tile in restrooms. Wall covering cut to top of wall tile is not acceptable. After installing the first 3 strips of any wallcovering - STOP! Once again, make sure the product is correct, that there are no quality or product issues with the wallcovering. Should a quality issue or question arise please call our installation HOTLINE at 1-800-221) SECTION 09000 MISCELLANEOUS SPECIALTIES SECTION 10000 PROVIDE the following specialties as indicated on the Drawings and as specified herein. TOILET ACCESSORIES: As scheduled on the drawings. INSTALLATION: Set each item of non-mobile and non-portable item securely in place, leveled and adjusted to the correct working height. Anchor to supporting substrate where indicated and where required for sustained intended operation and use without shifting or dislocation. Conceal anchorages where possible. Test each item to determine that it is operating properly. Repair or replace items found to be defective. Remove protective coverings, if any, and clean items to be ready for use. SPECIALTY WALL PANELS SECTION 10260 PROVIDE surface preparation of substrate wall surfaces and installation of wall protection elements, where indicated on the drawings, as specified herein and as needed for a complete and proper installation. FRP PANELS: 0.090" thick x 4' wide 'Marlite FRP', #P-100 White or equal USDA accepted, semi-rigid fiberglass reinforced plastic paneling If required per local codes, use Marlite #P-100 FR White, Class A: UL classified flame -spread less than 20, fuel contributed 0, and smoke - developed less than 200, per ASTM E-84. PANEL FITTING: Position panels with 118" gap between each panel and division bar of moldings to allow for normal expansion and contraction and extend 6 inches above ceiling line. Allow not less than 1/8" gap around pipes, electrical fittings, and other projections. Use carbide -tipped power saws to cut panels. Prefit each panel before installing. INSTALL PANELS by using Marlite #C-375 adhesive (or Marlite #C-551 adhesive where solvent vapors cannot be adequately ventilated) to back of panels for 100% coverage, with a notched trowel. Before adhesive skins over, set panels in position and press against wall. Pull entire panel back away from wall 8" to 10" to flash off solvents. Press back in place. Apply adequate pressure to make full contact between panel and wall. PANEL MOLDINGS: Provide one-piece matching trim and panel moldings at all joints between panels, and at top and bottom edges of panels. Install moldings with continuous bead of Marlite Silicone Sealant #250 during installation of panels. Seal joints between moldings and between molding and adjacent finish material. Remove excess sealant immediately. STAINLESS STEEL WALL PANELS: 18 and 24 gauge, as scheduled on the drawings, #4 Brushed Finish. Install panels in sheets as large as possible. All flush and corner joints to be lapped. Break all corners and edges to straight true lines. Exposed fasteners to be stainless steel. Clean all panels and protect from damage. EQUIPMENT & FURNISHING INSTALLATION SECTION 11400 WORK INCLUDED: Install Owner furnished equipment and furnishings, where shown on the drawings, as specified herein, and as needed for a complete and proper installation. Coordinate for delivery, receive at the site, unload, protect, set -in-place, and coordinate final connections. RELATED WORK: Plumbing, and electrical Work required in connection with the retail equipment is included in other sections of these Specifications. QUALITY ASSURANCE: In addition to complying with requirements of governmental agencies having jurisdiction, installation of all retail equipment shall comply with: Underwriters Laboratory (UL) for items with electrical components ANSI standards for vacuum breakers and air gaps National Fire Prevention Association (NFPA) National Electrical Manufacturers Association (NEMA) COORDINATION: Verify and coordinate rough -in locations of electrical arid plumbing connections. Examine and inspect rough -in services, and installation of floor, ceiling or other conditions under which the equipment is to be installed - verify that dimensions of such items are acceptable before installation of the Work. Do not proceed until unsatisfactory conditions have been corrected. INSTALLATION: Set each item of non-mobile and non-portable equipment securely in place, leveled and adjusted to correct height. Anchor to supporting substrate where indicated and where required for sustained operation and use without shifting or dislocation. Conceal anchorages where possible. ADJUST AND CLEAN: fest each item of operational equipment to determine that it is operating properly. Coordinate repair or replacement of equipment found to be defective with the Equipment supplier. Remove protective coverings, if any, and clean items, ready for use. PLUMBING SYSTEM THE WORK includes providing the plumbing system and providing new materials, fittings and accessories necessary for a complete functioning plumbing system. The Work also includes final connections to retail equipment and beverage dispensing equipment provided by others. All Work shall be in accordance with local codes and/or ordinances and is subject to inspection. HOOK-UP CHARGES, permits and all other expenses related to a complete and functioning plumbing system are included as a part of this Section. COORDINATE with the Work of other Sections, and make all connections to retail equipment drawings for additional information regarding equipment and casework, and electrical connections required therein. SPECIFICATIONS: the specifications, notes, and schedules on the plumbing drawings are the specifications for the project. SECTION 15400 NATURAL GAS PIPING SYSTEM SECTION 15450 PROVIDE a complete gas piping system to serve HVAC units, water heater and food service equipment as noted on the Drawings. Provide either threaded steel or malleable iron pipe with malleable fittings or welded steel. Provide all unions, shut-off valves and dirt legs required by NFPA-54 and governing local codes and at each gas appliance connection. Provide all tests, meters, inspections, hangers and equipment connections required for a complete and operating systern. H V A C SYSTEM SECTION 15500 THE WORK INCLUDES providing the HVAC systern with new ductwork, grilles, insulation, controls and equipment necessary for a complete functioning system. COORDINATE with the Work of other Sections, and make all connections to equipment furnished by others. Refer to Architectural Equipment drawings for additional information regarding equipment and casework, and electrical connections required therein. SPECIFICATIONS: the specifications, notes, and schedules on the HVAC drawings are the specifications for the project. ELECTRICAL SYSTEM SECTION 16400 THE WORK is the installation of the complete electrical system as shown and specified on the drawings. The Work also includes final connections to items provided by others. All Work shall be in accordance with local codes or ordinances and subject to inspection. COORDINATE with the Work of other Sections, and make all connections to equipment furnished by others. Refer to Architectural Equipment drawings for additional information regarding equipment and casework, and electrical connections required therein. SPECIFICATIONS: the specifications, notes, and schedules on the electrical drawing are the specifications for the project. rgfa sofutlons, lint. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: LL & ULrA REVIEW 01124112 BID ISSUE 01124/12 PERMIT ISSUE 01125/12 EW -1 W COD ro Y N r- py y cm r--• !Y W oo r X11 � — o coo vo LO M ai >_ k> cc) CJ E N r` u) O O EW -1 W COD ro Y N r- py y cm r--• !Y W oo r X11 � — o coo vo LO DO ad CLIJ S la. Gt:olfi o,,f ` [y, 16f W '� Via•. �` 1 w ..�?'`�Y THE ABU DRAWINGS AND SPECIFICATIONS ANDIDE DESIGNS AND ARRANGEMENTS RENRESE D THEREBY ARE AND SHALL REMAIN TH ROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, OISCLOSED TO OTI IERS OR USED IN THE ONNECrION WITH ANY WORK OR PROJECT THER THAN THE SPECIFIC PROJEcr FOR HIGH THEY HAVE BEEN PREPARED AND VELOPED WITHOUT THE WRITTEN CONSENT THIS OFFICE. VISUAL CONTACT WITH IEEE DRAWINGS OR SPECIFICATIONS SHALL NSTI'ruTE CONCLUSIVE EVIDENCE OF CEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM'rHE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, SHOP DETAILS MUST BE SUBMITTED TO TI IIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION, V 2011 ROLA SOLD (IONS, INC. 0201 ROBERT 0. LYON &ASSOCIAIES, INC. U LTA IIIA B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD, SANFORD, FL 32771 SPECIFICATIONS DRAWN BY JD CHECKED BY RL JOB NUMBER 11104 SHEET NAME SP -3 PREPARATION OF SUB -FLOORS: This information provided by Gerbert Ltd. for the installation of the Polyflor Custom LVT #ULTA6370 (VT -3). Contact the VT -3 flooring vendor for information and questions. See CS -2 for vendor contact information. The quality of a finished installation can be very much dependent upon the preparation of the subfloor, the attention paid to the reCOITrmendations made in various codes of practice and by the manufacturers of the adhesives and smoothing compounds. The information contained below is given as guidance based of many years of experience arid knowing when things go right and when things go wrong and, more importantly, how to avoid thein. It is important to avoid problems at the outset and as such if you are unsure of any of the information listed below, we recommend that you contact the Polyflor Customer Technical Support Team through our web site at www.polyflor.com. Alternatively, discuss your requirements with your preferred supplier of smoothing compounds and adhesives. 1. CONCRETE AND SCREED BASES The most common cause of failure in these types of substrate is moisture either as construction moisture or the lack of an effective moisture barrier on direct to earth subfloors. 1.1 DAMP PROOF MEMBRANES (DPMs) All concrete bases, which are direct to earth, must have an effective damp proof membrane incorporated within them. It should only be considered as effective if the perimeter edges are continuous with the DPM in the walls. A continuous polyethylene sheet 0.12 min (500 gauge) will provide an effective DPM for both monolithic arid bonded screeds. The DPM applied over surface blinded hardcore to provide an even, smooth finish and to prevent puncturing of the membrane. All joints should be welted and then weighed down until the screed is applied. Sorne DPM's contain volatile components, which can, if not eliminated, adversely affect the adhesion of the floorcovering. Advice should be sought from Polyflor before any DPM of this type is specified. 2. CONSTRUCTION MOISTURE Prior to laying any Polyflor vinyl and rubber flooring, it is essential that all free water, which can affect adhesion, be allowed to evaporate from the base. The rate of drying is influenced by many factors including design of the base, ambient temperature and humidity, concrete quality, amount of construction water used, surface finish attained, use of special concrete additives and especially the thickness of the base. Because of this variability, it is difficult to give exact drying out times but, as a guide, allow one month per 25mm for the first 50mm and an increasing time for each millimeter above this thickness. A base 150nun thick in monolithic construction, drying from one face only, can take up to twelve months to dry sufficiently to take a floorcovering. If it is obvious at the planning stage that there will be insufficient drying time, then the situation should be discussed with Polyflor, who can offer several proven alternatives to suppress the construction moisture. 3. MOISTURE TESTING Polyflor vinyl and rubber flooring should only be laid on subfloors which do not suffer from rising damp or hydrostatic pressure, and where the moisture level does not exceed 75% RH. T Hygrometer is the only method of test acceptable to The FI Y9 Y f Polyflor, arid only readings taken over at least a 72 hour period should be considered to represent the moisture content of the subfloor. Subfloors with a relative humidity in excess of 75% will invariably cause failure of the bond between the substrate and floorcovering. To remedy such situations, the whole floorcovering will have to be removed, the subfloor treated to resolve the moisture problem and a new floorcovering laid. In an occupied building, this can cause severe disruption to the work routine. To prevent these situations arising, Polyflor does not condone the practice of laying vinyl and rubber floorcoverings on subfloors with moisture content readings above 75% RH and accepts no responsibility for non-performance of Polyflor products in such instances. In countries outside of the UK, alternative moisture measurement methods are also used. The guidelines for the maximum acceptable vapor emission rate of concrete using anhydrous calcium chloride is 31 bs per 1000 square feet per 24 hour period for all the Polyflor and Polysafe floorcoverings, except for the Polyflex VC Tile where the maximum vapor emission rate is 5lbs. 4. EXISTING CONCRETE AND SCREED BASES Existing concrete and sand/cement screed bases, if laid directly to ground must contain an effective DPM. If one is not present or is suspect, consult Polyflor for advice on suitable surface applied DPMs. Existing bases must also be free of all contamination, which would impair adhesion of a floor smoothing underlayment or floorcovering. All contamination must be removed before further work proceeds. In most instances, a cementicious smoothing compound of at least 3mm thickness must be applied prior to the installation of the vinyl floorcovering. The smoothing underlayment supplier will provide details on which product within their range must be used to suit the end use application and subfloor construction, together with details of which primer should be used. 5. POWER FLOATED CONCRETE Power floated concrete bases, if laid directly to ground must contain an effective DPM. If one is not present or is suspect, consult Polyflor for advice on suitable surface applied DPMs. Smooth dense concrete subfloors- such as those created by a power floated finish- can prove difficult to bond to, due to the impervious nature of the surface. In such instances, the floor should initially be ground or blasted to remove the top surface arid then rnade good. In most instances, a cementicious smoothing compound of at least 3mm thickness must be applied prior to the installation of the vinyl floorcovering. 'the smoothing underlayment supplier will provide details on which product within their range must be used to suit the end use application arid subfloor construction, together with details of which primer should be used. Surface hardeners or curing agents should riot be used with power floated concrete, as these can also impair the adhesion of the floorcovering. 6. MASTIC ASPHALT UNDERLAY Comprising of asphaltic cement and suitable aggregates, the asphalt is applied in its hot state onto a glass fibre quilt. Normally a thickness of 15num to 20ntn is applied and the asphalt brought to a finish with a wooden float. The resulting underlay is impervious to moisture and, if continuous with the DPM in the walls, makes an excellent subfloor for Polyflor vinyl and rubber flooring, providing a 3mrn thick surface underlayment is first applied. It is important to ensure that the smoothing underlayment is of a type recommended for use on asphalt floors and that a suitable primer key coat is applied, if so directed. Never apply Polyflor floorcoverings direct to a mastic asphalt subfloor. 7. MAGNESITE/GRANWOOD FLOORS Composition floors which are composed of magnesium oxychloride cement or polyvinyl acetate/cement are highly absorbent. As such, if overlaid with an impervious material, they can break down due to the effects of rising moisture, as the majority of these floors do not incorporate an effective DPM. In all instances where the material is laid directly to ground, Polyflor recommends that the screed be uplifted and relaid incorporating an effective DPM. For floors that are on the first floor or above, cracks and small hollows should be patch filled and a cementitious smoothing compound of at least 3mm thickness must then be applied, prior to the installation of the vinyl floorcovering. 'rhe smoothing underlayment supplier will provide details on which product within their range crust be used to suit the end use application arid subfloor construction, together with details of which primer should be used. 8.TERRAZZO Terrazzo has a dense hard surface, which is normally impervious. The floor must be sound and firmly fixed and any loose or powdery material removed from the joints. The surface should be thoroughly washed/degreased to remove any surface contaminants and any cracks cleaned out and filled with a suitable resin bonded cement/sand mixture. The surface may also need some mechanical abrasion to enable the smoothing underlayment to key to the surface. In most instances, a cementitious smoothing compound of at least 3rnm thickness must then be applied prior to (he installation of the vinyl floorcovering. The smoothing underlayment supplier will provide details on which product within their range must be used to suit the end use application and subtloor construction, together with details of which primer should be used. 9. QUARRY TILES/CERAMIC TILES Heavily glazed surfaces are quite common with these types of flooring and tiles must be sound and firmly fixed with all loose and powdery grout removed from the joints. Generally the tiles will require mechanical abrasion of the surface in order to provide a key for the application of a smoothing underlayment. The surface should be thoroughly washed/degreased to remove any surface contaminants and then a cementicious smoothing compound of at least 3mm thickness must then be applied prior to the installation of the vinyl floorcovering. The smoothing underlayment supplier will provide details on which product within their range must be used to suit the end use application and subfloor construction, together with details of which primer should be used. 10. SYNTHETIC ANHYDRITE SCREEDS This type of screed can be affected by laitance and moisture in the smoothing compound, resulting in the loss of bond. As such, it may need mechanical removal and the application of a special primer. We would always recommend that you discuss this application with your adhesive and underlayment manufacturers. If a failure occurs, it is normally below the vinyl floorcovering arid as such Polyflor will not accept responsibility for failure. 11. EXPANSION JOINTS Expansion joints are incorporated into buildings to permit movement without cracking. It is important that these joints extend through the floorcovering. Never lay Polyflor vinyl arid rubber flooring over expansion joints. Proprietary expansion joint covers are available which blend with the floorcovering and disguise the joint. Some are made of vinyl that incorporates a flexible portion and are welded to the abutting vinyl to form an impervious layer. Other types are a combination of aluminum and PVC, which again contains a flexible section. Advice on suitable, approved products can be obtained from Polyflor. Filling the expansion joint with sealant which Is riot specifically designed for expansion joint filling or floor smoothing underlayment will lead to floor failure and is riot recommended by Polyflor. 12. TIMBER SUBSTRATES New timber suspended floors should be constructed of either plywood or chipboard specifically manufactured for flooring. Spacing of the supportive joists should be in accordance with the manufacturer's recommendations in relation to the board's thickness. 12.1 Chipboard Chipboard should have a minimum thickness of 18mm and a density riot less than 700kg/m3. Preferred sizes are 600mm x 2400mrn and 1200mm x 2400mm. The chipboard should be tongued and grooved or slotted loose tongue fitting. All joints should be glued for accurate location and finished level. The board edges must be supported across the joists arid where necessary by the use of noggins. The boards should be fixed at 350rnrn centers using annular (ring shanked) nails, lost head nails, divergent staples or countersunk screws, of length at least 21/2 limes the thickness of the board. For joist centers up to 450nun, 18mm thick chipboard can be used. For joist centers of 610mrn, 22mnr thick chipboard should be used. All chipboard should be free of sealants or coatings, which are liable to adversely affect adhesion of the floorcovering, if applied directly to it. Boards must be conditioned on-site by loose laying them individually or loose stacking them in the temperature arid humidity conditions which will prevail in service, for at least 3 days prior to fixing. Boards with a moisture content of less than 7% and greater than 18%, using an electrical resistance moisture meter, should not be laid. 12.2 Chipboard floating floors The chipboard must not have been coated with any type of sealer which makes the surface impervious, such as wax or polyurethane, as they will impair the bonding of the adhesive to the floorcovering. Boards must be conditioned on site, by either loose laying thein individually or loose stacking them in the temperature and humidity conditions which will prevail in service, for at least 3 days prior to fixing. Boards with a moisture content less than 7% arid greater than 18%, when measured with an electrical resistance moisture meter, should not be used. All nail and screw heads must be below the surface of the board, and any indentations filled with a suitable flexible underlayment. The surface should be primed using a primer which is recommended by the adhesive manufacturer and applied in accordance with their instructions. The primer will minimize adhesive usage, prevent preferential absorption and maintain the open time of the adhesive. Floating floors are designed to allow movement in both the vertical and horizontal planes. Problems can occur at the joints of the chipboard where movement in either plane is excessive. It is Polyflor's recommendation that the boards Should be overlaid with flooring grade plywood with a minirflUfn thickness of 4mm, with the plywood laid half bonded over the chipboard joints, stapled or nailed as described in Section 12.6. 12.3 Plywood Plywood should be grade "good one side" specification sanded. The boards should be 1200mm x 2400mm and of minimum thickness 15.5mm. The boards should be laid with the longer side at right angles to the joists and the shorter side must have solid bearing on the joists. Fixing should be carried out at 300mm centers with annular (ring- shanked) nails or lost head nails of length at least 2112 times the thickness of the board or divergent staples. For joist centers up to 450mm, 15.5mm thick plywood can be used. For joist centers of 610mm, 18mm thick plywood should be used as described in Section 12.6. 12.4 Wood blocks Although many woodblock floors appear sound, even when overlaid with plywood, the application of an impervious floorcovering on a direct to earth subfloor can cause expansion and lifting of the base. Polyflor recommends that, in all cases, the woodblock floor be removed and the subfloor brought up to the required standard to accept Polyflor vinyl and rubber flooring. 12.5 General All nail and screw heads must be below the surface of the board and any indentation filled with a suitable flexible underlayment, as should the joints between any boards that have been used to overlay the existing floor. The surface should be primed using a primer compatible with the adhesive, as recommended by the adhesive manufacturer. The primer will minimize adhesive usage and maintain the open time of the adhesive and prevent preferential absorption. 12.6 Existing wooden floors Existing wooden floors may have received a preservative treatment that will cause poor bonding, due to a chemical interaction between the preservative and the adhesive. In such cases, they should not be laid onto directly. All loose boards should be firmly nailed to the joists and any worn or broken boards replaced. The floor should be sanded to remove high spots and any hollows or cracks filled with a suitable flexible underlayment. The existing wooden floors should then be overlaid with exterior grade WBP plywood of 4mm or 6mm thickness and preferred size 1200mm x 1200mm. The boards should be laid with staggered joints with a 1mm gap all round to allow for expansion. The plywood should be fixed to the existing boards using 18mm long divergent staples or 14 gauge screw nails of 25mm length. Both types of fixing should be at 100mm centers along the edge of each sheet, with a fixing line 12mm from the edge and thereafter at 150mm centers throughout the entire area of the sheet. Perimeter fixings must not be more than 18mm from the board edges. Hardboard manufactured can be used as an alternative to plywood. Preferred sizes are1200mm x 1200mm x 3.2mm thick. It should be noted that hardboard can suffer from extreme dimensional change when in contact with water. To minimize this change, the hardboard should be wetted on the mesh side and left overnight to dry, prior to fixing. Failure to wet the hardboard can result in buckling due to moisture absorption from the water-based adhesive. Plywood and hardboard should be treated as described in Section 12.3 prior to application of the floorcovering. With suspended timber at ground level, it is of vital importance to obtain good ventilation below the floor through the existence of airbricks. Without good ventilation, the application of an impervious floorcovering could lead to dry rot In the structure beneath. Most smoothing compounds are unsuitable for applying to timber bases due to the movement of the base. Seek advice from the smoothing underlayment manufacturer for the correct grade of product for your specific application. Cementitious smoothing compounds should only be used to patch fill hollows on timber substrates. Once level, they should be overlaid with flooring grade plywood, as described previously. 13. OTHER SUBSTRATES 13.1 Metal bases Metal bases are generally, but not exclusively, steel and can be contaminated with rust or oxidization, oil and grease. The surface should be thoroughly degreased and then abraded or wire brushed to remove the rust or oxidization. Any high spots may need to be ground off. In most instances, but not where there is excessive vertical or lateral flexing or movement, a cementicious smoothing compound of at least 3mm thickness must then be applied prior to the installation of the vinyl floorcovering. The smoothing underlayment supplier will provide details on which product within their range must be used to suit the end use application and subfloor construction, together with details of which primer should be used. 13.2 Painted or epoxy coated floors Epoxy and polyurethane surface coatings should ideally be removed, in order to ensure that no breakdown of the sub -floor occurs after installation of the resilient floorcovering. Painted floors will impair the adhesion of the resilient floorcovering and should be removed prior to the application of the floorcovering. Mechanical methods such as grinding or blasting are the most suitable methods for removing these coatings. However, where the paint proves difficult to remove, the floor may need to be scabbled. If the epoxy coating is well bonded to the subfloor, it is possible to apply the floorcovering after grinding or blasting. In both instances, the surface should then be made good with a 3mm minimum coating of a suitable cementicious smoothing underlayment, applied in accordance with the manufacturer's recommendations, which may include the application of a primer key coat. 13.3 Existing floorcoverings Polyflor vinyl and rubber flooring should never be laid over existing floorcoverings and In such instances where this is carried out, Polyflor accepts no responsibility for non-performance of its products. All existing floorcoverings must be uplifted and as much as possible of the old adhesive removed from the subfloor. Special care must be taken on very old floors, as some products- but not Polyflor- contained asbestos. In these instances, contact Polyflor for further information. The removed floorcoverings should be deposited in skips and disposed of by controlled incineration, landfill or through a recognized reclamation scheme. They should never be incinerated on-site with other building waste. A suitable 3mm thick floor smoothing underlayment should then be applied to the whole floor. Failure to remove sufficient adhesive can lead to premature failure of the underlayment. After uplifting existing floorcoverings laid on plywood and hardboard, used as fabricated underlays, it is almost always necessary to replace the plywood or hardboard. After uplifting existing floorcoverings laid on suspended chipboard or plywood subfloors, 4mm thick plywood should be applied to the subfloor as described in Section 12.6. ESTIMATING: Tiles should be laid according to the guidelines given in the product information brochures or where necessary to the end users requirements. All details should be agreed prior to installation taking place. In order to calculate the amount of tiles required it is necessary to find the total area plus wastage based on a percentage. The waste factor is based on the shape of the room and the pattern required. This is greater if the tiles are laid diagonally or a complex pattern is specified and if the area contains obstructions of any kind. As a guide, a rectangular room with minimal obstructions would require approximately 5% waste allowance for tiles with no pattern and 10% waste allowance for complex patterns. Of course each room must be calculated according to its shape and number of obstructions present. To estimate your requirements find the length on the horizontal line and the width on the vertical, this will give the total square meters of the room. Use the maximum area in the list to calculate your requirements. All figures are approximate and should be used purely as a guide. E.g. Room length 4.3m, width 5.2m: along vertical line to 4.3, down horizontal to 5.2 = 22.4ml area: Underlayment = 21 - 25: 5 Units are required, Adhesive = 21 - 25: 5 Liters of adhesive are required, Tiles = 21 - 25: 8 Boxes are required. PRODUCT CONDITIONING: The majority of installation failures are not caused by poor fitting but by the failure to condition the vinyl tiles and planks prior to installation. The tiles and planks plus any other products such as borders, feature strips, design strips, tozzettos and adhesives should be conditioned for at least 24 hours prior to installation. Boxes of tiles/planks must be stacked less than 5 boxes high and tiles removed 30 minutes before use. The room temperature should ideally be between 18 and 26°C but more importantly should be constant and not varying by more than 2°C. As extremes of temperature can occur between the day and the night times, it is essential that these be avoided. South facing windows and all conservatory windows should be shaded to minimize daytime fluctuations. Heating systems, which are thermostatically controlled should, when necessary, be left on during the night to achieve a constant temperature similar to that of the daytime. The temperatures need to be maintained prior to, during and for at least 24 hours after the installation is completed. Complaints arising from the failure to correctly condition the tiles and planks, which result in shrinkage or lipping, will not be accepted by Polyflor Ltd. INSTALLATION OF TILES: On receipt of tiles, check that colors correspond to those ordered, that quantities are correct and there is not damage. In particular, check that tiles are from one batch, if this was requested on the order. For Design Floors, identify and check each element before work proceeds. To achieve best results, site conditions should be prepared. A working temperature of between 18°C and 260C should be maintained 24 hours prior to, during and for at least 24 hours after the installation is completed. Conditioning areas should be of similar temperature, to prevent thermally induced dimensional changes. 1. INSTALLING TILES TO BORDERS 1.1 Strai ht fittin 9 9 Dry tile to ensure cuts are acceptable and of the correct color and adjust where necessary. Apply adhesive as described earlier. Starting on the start line, carefully lay the tiles working your way outwards to the border lines. Tiles should finish at the borderline. If they overlap the borderline, transfer the chalk line over the tiles and carefully curt off the excess. Fix borders to finished tiles. Fit perimeter tiles. 1.2 Diagonal fitting Set out for diagonal tiles as described earlier. Dry tile to check for suitable cuts at edges. Apply adhesive to the border lines. Allow tiles to overlap the border line by approximately 50mm. At the ends transfer the chalk line over the tiles and carefully cut off the excess. Fix borders to finished tiles. Fit perimeter tiles. Once the start point has been established, depending on the size of the area and type of adhesive to be used, it may be necessary to section off the area so that the adhesive can be applied to areas that can be laid within the open time. When sectioning off for adhesive application, parallel lines should be marked and adhesive spread within them. This will ensure that only the amount of adhesive is applied that can be laid within the open time. When a section has been laid, except for the perimeter, it should be thoroughly rolled in both directions with a 68kg articulated floor roller. Repeat for each section until the main field of tiles has been laid. It is advantageous to leave the last full tile and the cut at the perimeter without adhesive until all tiles have been cut to size. Spread the adhesive to the manufacturers recommendations. Trowels should be checked regularly to ensure the correct notch size is maintained throughout the installation. If the notch shows signs of wear it should be renewed immediately. TALLATION OF PLANKS: Pre -installation checks and conditioning as for tiles (see previous section), also installation with underfloor heating as for tiles. When installing planks, the center line must be determined and checked to ensure good size cuts will be fitted at the perimeter. Because it is not required that the planks are laid "in bond" in the length, it is possible to begin tiling from an end wall, ensuring, prior to laying the first plank, that all cuts are of an acceptable length (Min 150mm). Planks must be staggered to obtain a random finish, but it is advisable to ensure that plank ends are not within 15cm of adjacent planks. 1. INSTALLING PLANKS TO BORDERS 1.1 Straight fitting Dry tile to ensure cuts are acceptable and of the correct color and adjust where necessary. Apply adhesive as described earlier. Starting on the start line, carefully lay planks working your way outwards to the border lines. Planks should finish at the borderline in the width. In the length, planks should be allowed to overlap the borderline by approximately 50mm. At the ends, transfer the chalk line over the planks and carefully cut off excess. Fix borders to finished planks. Fit perimeter planks. 1.2 Diagonal fitting Set out for diagonal planks as described earlier. Dry tile to check for suitable cuts at edges. Apply adhesive to the border lines. Allow planks to overlap border line by approximately 50mm. At the ends transfer the chalk line over the planks and carefully cutoff excess. Fix borders to finished planks. Fit perimeter planks as normal. Once the start point has been established, depending on the size of the area and the type of adhesive to be used, it may be necessary to section off the area so that the adhesive can be applied to areas that can be laid within the open time. When sectioning off for adhesive application, parallel lines should be marked and adhesive spread within them. This will ensure that only the amount of adhesive is applied that can be laid within the open time, When a section has been laid, except for the perimeter, it should be thoroughly rolled in both directions with a 68kg articulated floor roller. Repeat for each section until the main field of tiles has been laid. It is advantageous to leave the last full plank and the cut at the perimeter without adhesive until all planks have been cut to size. Spread the adhesive to the manufacturers recommendations. Trowels should be checked regularly to ensure the correct notch size is maintained throughout the installation. If the notch shows signs of wear it should be renewed immediately. INSTALLATION OF PERIMETER TILESIPLANKS: 1. CUTTING THE PERIMETER TILES/PLANKS (STRAIGHT CUT) To avoid run out of the bond, cutting of perimeter tiles should start at the center of the wall and work out towards corners. The choice of technique used for cutting perimeter tiles is largely dependent upon the straightness of the wall. 1.1 Overlapping Method Used when there is little or no run out of the abutting wall. Place the tile to be cut exactly over the last tile laid, ensuring the color is correct and the decoration runs the correct way. Place another full tile on top of the tile to be cut with its "top edge" against (he wall or set-in coved skirling. Scribe a line onto the Tile to be cut, using the "bottom edge" of the top tile as a guide. Out the tile to the scribed line, loose lay into position and check the fit. Repeat along the whole wall. 1.2 Scriber Method Used when the wall run out is quite severe or when the wall profile cannot be picked up using a straight edge. Place the tile to be cut exactly over the last tile laid, ensuring the color is correct and the decoration runs the correct way. Set the bar scriber to the size of tile being laid. Trace the profile of the wall onto the tile to be cut, ensuring the bar scriber is kept flat to the floor and square to the edge of the tile. Cut the tile to the scribed line, loose lay into position and check the fit. Repeat along the whole wall. 2. CUTTING THE PERIMETER TILES (DIAGONAL CUT) 2.1 Overlapping Method Cut a template exactly to the size between the diagonal points, (e.g. 428rtun for 305mm tiles). Place the tile to be cut exact) over the last tile laid ensuring h y yt e color is correct and the decoration rums the correct way. Place the template tile on top of the tile to be cut with its "top . edge" against the wall or set-in coved skirting. 9 9 9 Scribe a line onto the tile to be cut, using the "bottom edge" of the top tile as a guide. Out the the to the scribed line, loose lay into position and check the tit. Repeat along the whole wall. 2.2 Scriber Method Used when the wall run out is quite severe or when the wall profile cannot be picked up using a straight edge. Place the tile to be cut exactly over the last tile laid, ensuring the color is correct and the decoration runs the correct way. Set the bar scriber to the size between the diagonal points of tile being laid. Trace the profile of the wall onto the tile to be cut, ensuring the bar scriber is kept flat to the floor and square to the edge of the tile. Cut the tile to the scribed line, loose lay into position and (;heck the fit. Repeat along the whole wall. 3 ADHERING THE PERIMETER TILES Once a wall edge has been fitted arid loose laid, turn all the tiles inward so as not to lose their position. Spread the adhesive right up to the edges. When the adhesive is ready, lay the perimeter tiles. Wipe up excess adhesive as work progresses. Roll well with a 68kg articulated roller. Use a small hand roller in areas that are inaccessible. Repeat the process for all four walls. Finally, the whole floor should be given a second rolling, approximately one to four hours later. INSTALLATION OF TILES/PLANKS TO A LARGE AREA: Maintaining a clearly defined straight line over long distance can be difficult and often leads to inaccuracies. To eliminate this problem, an alternative technique is used when laying tiles in large areas. Establish the central starling point as described previously, minimizing small cuts on perimeter tiles. Lay the first pyramici of tiles from the center lines. Ensure a close bond is maintained at all times. Repeat this sequence on the opposite side of the center line. Continue working in larger and larger pyramids until only the perimeter tiles require fitting. Fit perimeter tiles as described earlier. Construction of a pyramid should always start at the center of the baseline, working in the Same sequence. INSTALLATION: HINTS AND TIPS Prior to the application of the floorcovering, it should be ensured that the substrate is sound, dry and free from dust arid debris arid all other contaminates likely to impair adhesive to the surface. The relative humidity of solid, cementitious sub floors should be at a maximum of 75% when rmeasured over at least a 72 hour period. In most instances, it is beneficial to apply a smoothing underlayment to solid subtloors, at least 3nun thick, to smooth out any local irregularities, nullify the effects of any adhesive residue and provide a surface of known porosity. The use of a spiked roller with some smoothing underlayments after it has been applied will help minimize air bubbles and also improve surface finish. Smooth, dense surfaces such as power floated concrete can be difficult to bond to. Check for porosity by flicking some drops of water onto the surface. If they stay in globules for any length of time, the surface should be mechanically treated to provide sufficient porosity. When rolling pressure sensitive adhesive, to prevent rollers from drying out, it should be wrapped in a polythene bag and hung up. It also prevents "flats" being formed arid avoids regular washing and pre -wetting. Always double check the position of the center line to verify position. Check by measuring both ways from center line, both dimensions should be exactly the same. When trimming off planks to a border always strike a chalk line over the planks to provide a guideline when cutting off. Always clean trowels immediately after use. Submerge in a bucket of water and clean with a brush. This not only speeds up the cleaning process but also keeps tools in pristine condition. ADDITIONAL INFORMATION: 1. FEATURE/DESIGN STRIPS Feature and design strips rnust be stored flat and conditioned as for tiles and planks. All must be stored in the area to be fitted for at least 24 hours prior to installation. The temperature must be constant and should be between 18° and 26° for 24 hours before, during and after laying. Care should be taken when installing feature strips and design strips so as to prevent therm being stretched which can result In shrinkage at a later date. The strips should be laid into the adhesive as fitting progresses. 2. COMPLICATED CUTS Perimeter cuts to complicated shapes such as architraves, door jambs etc., can be achieved by using either traditional methods or by use of a Profile Template to mark the tile prior to cutting. 3. TREADPLATE TILES Treadplate is designed to replicate the metal versions as cut from a large sheet and as such there is no pattern repeat. To improve the finished appearance and to minimise any mismatches with the embossed sections we recommend that matching or contrasting feature strip or design strips be used around each tile. 4. TERMINOLOGY There are a variety of bonds used in the laid designs of planks and tiles and below are a few which are widely used. Normal - where tiles are laid in straight lines and usually tessellated. Tiles can be laid in two colours to give a checkerboard pattern. Brick - tiles are laid in rows with the side joints off set by half files, similar to brickwork. Staggered - usually used for installation of planks, which are laid so that the ends of adjacent planks are off set. The normal off set is approximately a third of a plank but can also be laid random. For the best appearance end joints should not be within 150mm of adjacent planks. Naval - planks laid as normal but along the length of each plank is laid a feature strip or design strip of suitable color. There are no feature or design strips used across the ends of the planks. 5. ACOUSTIC PROPERTIES Vinyl tiles and planks provide no airborne sound improvement benefits and give between 3 and 4 dB impact sound improvements. If due to national or local building regulations a bigger improvement is required, Polyflor recommend the use of approved acoustic, underlayments and these must be laid strictly in accordance with the manufacturers instructions. Contact the Polyflor Customer Technical Support staff for the current recommended products, Once the installation is conple e, do not traffic for 24 hours until the adhesive has dried arid then remove all loose debris and ensure that all traces of dried adhesive are removed from the surface of the floor covering. Mop sweep, or vacuum to remove dust and grit. Damp mop with a neutral detergent. RESISTANCE TO CHEMICAL: 1. POLYFLOR VINYL FLOORING Polyflor vinyl floorcoverings show an above average resistance to mild and dilute acids, alkalis, soaps and detergents. Petrol and strong acids are not harmful, provided any spillage is Cleaned off immediately. Ketones, chlorinated solvents, acetone arid similar solvents should not be allowed to conte into contact with Polyflor vinyl flooring. However, if this should happen, the effect can be minimized by removing the spillage immediately and leaving any solvent residue to evaporate, prior to allowing any foot traffic. Polyflor vinyl floorcoverings are suitable for use in all areas where most chernicals are used and there is only risk of accidental spillage. However, some chemicals contain very strong dyes, which, even after a short period of contact, will stain the vinyl flooring. The following tables summarize the general chemical resistance of Polyflor vinyl flooring (see footnote for brief description of test procedure). Note: Polyflor test for resistance to chemicals is evaluated over a 24 hour contact period at a room temperature of 21°C, followed by rinsing with cold water. Polyflor believes this Simulates the worst situation where spillages are not removed intrnediately and are only cleaned by normal maintenance. Some stains can be removed by abrading with a nylon pad during maintenance. The Polyflor floor polish can be used as a sacrificial layer for protecting the floor against staining. 1. STATIC LOADS As a guide, Polyflor products will withstand permanent damage if the loading does riot exceed 87,900kg/m2 (125lb/in2). Where loads are concentrated upon small areas such as table legs, any detrimental effects can be minimised by spreading the load using furniture leg cups or felt pads. 2. IMPACT LOADS Impact loads are where the load is applied suddenly to the surface of the flooring, such as an item being dropped or the fooffall from a shoe heel. As a guide, Polyflor products will withstand short term loading up to 503,500kglm2 (716lb/in2). There may be some slight initial indentation but the material should recover to its original thickness. Note 1: Worn stiletto heels will exert extreme loads in excess of 703,250kglm2 (1,000lb/in2) and as a result may permanently damage the floorcovering. Note 2: Sharp pointed objects such as knives will pierce the surface of the vinyl, necessitating a repair. 3. ROLLING LOADS Rolling loads cover a range of situations, from castor wheeled chairs and hospital trolleys, to heavy applications such as fork lift trucks. Where these situations occur, the following points need to be addressed prior to the installation of the floorcovering: 3.1 Substrate 'rhe substrate should always have sufficient strength to cater for the anticipated loading. If the surface has been given a skim coat of underlayment, this should have the same strength characteristics. Friable concrete and concrete in a poor state of repair should always be made good prior to the application of the floorcovering. The majority of product failures in situations where rolling loads are found can usually be attributed to failure of the substrate for various reasons, and not the floorcovering. 3.2 Adhesive Always seek and follow the adhesive manufacturer's recommendations with regard to product suitability arid application. Do not compromise the installation by using an adhesive with a low shear strength. 3.3 Castor chairs It is generally accepted that heterogeneous floorcoverings such as the Polyflor Luxury Vinyl Tile ranges are unaffected by castor chair wheels. If damage does occur, it is normally due to incorrect, damaged or slicking wheels or failure of the substrate/adhesive. Always check the wheels for faults before taking the more serious action of uplifting the floorcovering. It should be noted that castor chair wheel manufacturers make different quality wheels for textile and resilient floorcoverings arid the correct type of wheel should be specified when ordering new furniture. 3.4 Other applications Unladen, the total load should not exceed 88,070kg/m2 (125lb/in2) and laden should not exceed 510,000kg/m2 (716lb/in2). Loads should not be left on trucks or trolleys for long periods of time in one position. 3.5 Other points to consider Points to note when considering rolling load suitability: Solid wheels have less surface contact area than pneumatic lyres. Large diameter wheels have greater surface contact than small wheels when under load. Metal and polyarnide wheels are prone to chipping arid indentation in use which in turn may damage the floorcovering. Dark colored lyres are likely to stain light colored floorcoverings. High speed driving of fork lift trucks is undesirable as this can lead to ingrained "skid" marks in traffic paths when braking hard. Damage will result to the floorcovering if pallets are dropped while the vehicle is still moving. Tight turning circles can increase the loading on the floor, resulting in a breakdown of the substrate and ultimately the floorcovering. 3.6 Avoiding damage to floors When moving heavy furniture and fittings across Polyflor products, spread the load by placing strips of 6mm plywood or hardboard on the floor under the load. The load can be moved, allowing the boards to distribute the high point loading over a large area. For very heavy machinery and equipment, consider the hire of hover pads and a compressor. These act like a hovercraft and allow the heavy equipment to float across the floor without contact. T Y P E 0 F C H E M I CAL EFFECT ACTION Aldehydes Flooring attack occurs after Wipe up immediately. Esters several minutes. It N U O 1_- d'"I N(D Halogenated hydrocarbons a (0 Ketones U to J r� r-- E) --10 co Alcohols After several days, plasticiser Wipe up immediately. Ethers extraction occurs, with Glycols associated problems of n_ n W a0 � Hydrocarbons (aromatic and aliphatic) shrinkage and embrittlement. Petroleum spirit U Pa Vegetable oil .- co Mild acids and alkalis No effect. �; Strong alkalis Will strip polish and may Dilute and remove. cause discoloration in some shades. Strong acids Prolonged contact can cause Dilute and remove discoloration. im[tied iately. Dyes (indicators) Contact can cause Dilute and remove immediately. discoloration. LOAD BEARING CAPABILITIES: There are three types of situations where the load bearing capabilities of the floor need to be considered: Static Loads e.g. Furniture, filing cabinets etc. Impact loads e.g. Dropped items and stiletto heels Rolling loads e.g. Castor chairs, trolleys and fork lift trucks In all instances, the effect is due to the load (weight) applied and the area it is applied to. rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01124/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 It N U O 1_- d'"I N(D MENOW a (0 U to J r� r-- E) --10 co C qW%W , n_ n W a0 � _� � .. ., I � , .... i .;..�. I ,, . s �o�.,F2 Ary . 0. - R < t A, i fjt)1 t `% ivy y '(t . `4 1�' •- SEAL: THE All RAWINGS AND SPECIFICATIONS AND IDEAS -SIGNS AND ARRANCEMENTS REP[ :N THEREBY ARE AND SHALL REMAIN'I'HE OPERTY OF [HIS OFFICE: AND NO PARr'rtiEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED INTI IE CONNEC [ION WHO ANY WORK OR PROJECT OTHER THAN [HE SPECIFIC PROJEC r FOR WHICH THEY HAVE BEEN PREPARED AND I VELOPED WI rHOU'r'[HE WRITTEN CONSENT THIS OFFICE. VISUAL CONTACT WITH ESE DRAWINGS OR SPECIFICATIONS SHALL NS H T(IFE CONCLUSIVE EVIDENCE OF CEPTANCE Or THESE RES[RICHONS. WRrrFEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION: CON TRAC rORB SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE sum r[[ED'ro'it IIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. U ZU 11 ROUA SOLU MONS, INC. CZU11 ROUERT C. LYON &ASSOCIATES, INC. U LTA lttrs_ B E A U T Y ULTA 9537 MARKETPLACE AT SEMINOLE TOWN CENTER 17.51 WP BALL BLVD, SANFORD, FL 32771 SPECIFICATIONS DRAWN BY JD CHECKED BY RL JOB NUMBER 11104 SHEET NAME SP -4 47 CO N O E N � O Z It N U O 1_- d'"I N(D MENOW a (0 U to J r� r-- E) --10 co C qW%W , n_ n W a0 � _� •M/ U Pa .- co COO W �; 410103 4r •;r, � .. ., I � , .... i .;..�. I ,, . s �o�.,F2 Ary . 0. - R < t A, i fjt)1 t `% ivy y '(t . `4 1�' •- SEAL: THE All RAWINGS AND SPECIFICATIONS AND IDEAS -SIGNS AND ARRANCEMENTS REP[ :N THEREBY ARE AND SHALL REMAIN'I'HE OPERTY OF [HIS OFFICE: AND NO PARr'rtiEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED INTI IE CONNEC [ION WHO ANY WORK OR PROJECT OTHER THAN [HE SPECIFIC PROJEC r FOR WHICH THEY HAVE BEEN PREPARED AND I VELOPED WI rHOU'r'[HE WRITTEN CONSENT THIS OFFICE. VISUAL CONTACT WITH ESE DRAWINGS OR SPECIFICATIONS SHALL NS H T(IFE CONCLUSIVE EVIDENCE OF CEPTANCE Or THESE RES[RICHONS. WRrrFEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION: CON TRAC rORB SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE sum r[[ED'ro'it IIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. U ZU 11 ROUA SOLU MONS, INC. CZU11 ROUERT C. LYON &ASSOCIATES, INC. U LTA lttrs_ B E A U T Y ULTA 9537 MARKETPLACE AT SEMINOLE TOWN CENTER 17.51 WP BALL BLVD, SANFORD, FL 32771 SPECIFICATIONS DRAWN BY JD CHECKED BY RL JOB NUMBER 11104 SHEET NAME SP -4 100 -STOREFRONT KEY MATERIAL DESCRIPTION MFG. SPECIFICATIONS NOTES DOOR SCHEDULE ACT -1 ACOUSTIC TILE ARMSTRONG DUNE - SECOND LOOK - #2712 - 24" X 48" X 314" EXISTING TO REMAIN " DOOR/OPENING FRAME — PRELUDE XL 15116" EXPOSED - GRID HD CLASS (WHITE) ' 101 -STAGING HARDWARE LABEL/RATING REMARKS ACT -2 ACOUSTIC TILE ARMSTRONG CORTEGA-#769-24" X 48" X 518" WITH USED ONLY IN STAGING & STORAGE AS PRELUDE_ XI_ 15/16" EXPOSED T -GRID (WHITE) INDICATED ITEM QUANTITY FINISH MANUFACTURER MODEL # � n LU SET ROOM NAME/ _ LU READY -MIX; COLOR: BM N310-02 SUPER WHITE (REGAL PEARL SATIN FINISH ON WALLS AND FLAT FINISH ON BUTTS 1-1/2 PR. US26-D BOMMER BB5000 4112" X 41/2" z LOCATION BENJAMIN P-1 PAINT - FINISH) SOFFITS AND CEILINGS. SEMI GLOSS ON DOOR - -- - -- MOORE LOCKSET 1 626 YALE AU5401LN LEVER HANDLE GC TO CONFIRM PEMKO #255A THRESHOLD ON rgla solutions, inc. TEL: 773-597-8698, CONTACT: JASON WALKER FRAMES & TRIM ( -) (00 ENTRY EXISTING EXISTING TO REMAIN EXISTING EXISTING EXISTING EXISTING EXISTING 100 NIA MORTAR BED EXISTS IF NOT GC TO PROVIDE. PAINT AFTER APPLYING SC -1. APPLY PAINT NO SOONER THAN 24 5100 River Road, Ste 125Schiller Park, IL 60176 P-2 PAINT BENJAMIN BM CLASSIC COLOR: 007 (SATIN) HRS AND WITHIN 72 HRS AFTER SC -1 HAS BEEN APPLIED. LIGHT STOP 1 US32-D ROCKWOOD WALL BUMPER 409 1) STAGING 2 3'-0"xT-0"x13/4" S.C. WD P-1 H.M. B A 101 NIA INSTALL EMPLOYEES ONLY SIGNAGE p; hiller 1.k, IL MOORE TEL: 773-597-8698, CONTACT: JASON WALKER SANDING (100 GRIT SAND PAPER) AFTER 72 HRS. SEE SHEET A3.1 #K1050 10" HIGH X 35" WIDE - EACH f: 847.671.4200 FOR LOCATION. KICKPLATE 2 US32-D ROCKWOOD SIDE 102 RECEIVING 4 EXISTING TO REMAIN EXISTING EXISTING EXISTING EXISTING EXISTING 102 NIA www.rgla.com GBA120 BIANCO ASSOLUTO (NATURAL)12"x12" NOMINAL, 30cm x 30cm 1/8" GROUT TILE PURCHASED AND FURNISHED BY ULTA PT -2 PORCELAIN TILE GRANITOGRES (ACTUAL 11314" X 113/4") GROUT COLOR: MAPEI 27 SILVER JOINT INSTALLED BY G.C. GROUT PURCHASED, CLOSER 1 689 DORMA 7414 -ARP -SNB (103 OFFICE 2 T-0" x T-0" x 13/4" S.C. WD P-1 H.M. B A 103 NIA TEL. 630-209-8557 CONTACT: CHUCK CUCCIA FURNISHED AND INSTALLED BY G.C. ONE 12" x 12" ONE WAY GLASS MIRROR REVISIONS: DATE: GBA120 BIANCO ASSOLUTO (NATURAL) 24"x24" NOMINAL GROUT 118" GROUT WAY TEMPERED GLASS TILE PURCHASED AND FURNISHED BY ULTA VISION PANEL 1 - C0 EXTERIOR EXIT 3 EXISTING TO REMAIN EXISTING P-1 EXISTING EXISTING EXISTING - LL a ULTA REVIEW 01124112 PT4 PORCELAIN TILE_ GRANITOGRES COLOR: MAPEI 27 SILVER INSTALLED BY G.C. GROUT PURCHASED, all) 153U 01124/12 TEL.630-209-8557 CONTACT: CHUCK CUCCIA JOINT FURNISHED AND INSTALLED BY G.C. 102 -RECEIVING 105 LAUNDRY CLOSET 5 (2) 2-0 x 7-0 x 1314 S,C" WD P-1 WOOD E_ F 105 N/A BA120 BIANCO ASSOLUTO (NATURAL) 4"x1PERMIT ISSUE 01125112 2" NOMINAL GROUT TILE PURCHASED AND FURNISHED BY - PT -7 PORCELAIN TILE GRANITOGRES COLOR: MAPEI 27 SILVER 118" GROUT INSTALLED BY G.C. GROUT PURCHASED, ITEM QUANTITY FINISH MANUFACTURER MODEL # @0� COAT CLOSET 5 (1) 3'-0" x T-0" x 1314" S.C. WD P-1 WOOD E F 106 NIA TEL. 630-209-8557 CONTACT: CHUCK CUCCIA JOINT FURNISHED AND INSTALLED BY G.C.5 III DOOR HOLDER 1 US26-D ROCKWOOD 461 L KICKDOWN STOP 4/ '107 FRAMED OPENING - 3 -0 x 7'-0" - - WOOD E E - NIA VT -3 VINYL FLOOR GERBERT GERBERT LTD - ULTA6370 ADHESIVES AND VINYL FLOORING PURCHAED EXISTING TO REMAIN108 FRAMED OPENING - 4'-0" x 7'-0" - WOOD E E - N/A TILE_ 4.5" X 36" X 2.5MM 717-299-5035 BY ULTA INSTALLED BY G.C. VINYL FLOOR BURKE PURCHASED AND FURNISHED G.C. RUBBERMYTE METALLICS 117 PLATINUM METALLIC, 4" COVE BASF TRIDENT 4 POINT EXIT LOCK, PROVIDED AND INSTALLED BY ULTA VENDOR. G.C. TO @9) FRAMED OPENING- T-0" x T-0" WOOD E E - N/A - VB -1) GC TO SCRIBE_ THE BASE TO FIT UNDER THE SALES AREA 800-447-8442 INSTALLED COORDINATE INSTALLATION BY VENDOR BASF_ RUBBERMYTE PERIMETER SHELVING F_D BY G.C. CONTACT: JEFF CARROLL AT LOCKNET 110 WOMEN'S TOILET 1 3'-0" x T-0" x 1314" S,C, WD P-1 H.M. B A 110 N/A VB 2 VINYL FLOOR JOHNSONITE CN 48, GREY 800-899-8916 PURCHASED AND FURNISHED G.C. PH: 1-800-887-4307 EXT 239 (VERIFY EXACT SPECIFICATIONS WITH COCKNEY) 111 MEN'S TOILET 1 T-0" x T-0" x 13/4" S.C. WD P-1 H.M. B A 111 NIA BASE INSTALLED BY G.C. 103 -OFFICE CUSTOM PRODUCT #439-20009 (WHITE TILE_ W"C.) AMY HRUSKA PURCHASED AND FURNISHED ULTA. ITEM QUANTITY FINISH MANUFACTURER MODEL # - LO Co N 0 WC -3 WALL COVERING DESIGN TEX e� N n LO Q PROJECT #439/2001595 303-722-1777 INSTALLED BY G.C. It N BUTTS 1-1/2 PR, US26-D BOMMER BB5000 41/2" X 4112" CUSTOM PRODUCT#439-20039 (ORANGE TILE W.C.) AMY HRUSKA PURCHASED AND FURNISHED ULTA. NOTE: AI_I_ EXISTING DOORS EXCEPT STOREFRONT DOORS TO BE PAINTED P-1 -' `o WC -4 WALL COVERING DESIGN TEX LOCKSET 1 626 YALE B-AU5407LN (LEVER HANDLE) - - - - a - PROJECT #43912001595 303-722-1777 INSTALLED BY G.C. SCALE � Q co 3 DOOR SCHEDULE NONE .�.°' 57_% SOLIDS, WATER-BASED EPDXY PRIMER AND COATING, STOP 1 US32-D ROCKWOOD WALL BUMPER 409 _ w SEALED ROCK-TRED -- ----- -- - SC -1 CONCRETE AGUA-ROCK AGUA-CINCO PIGMENTED (PRE -PIGMENTED GRAY) PURCHASED AND INSTALLED BY G.C. CLOSER 1 689 DORMA 7414 -ARP -SNB __0 1-800-762-8733, WWW.ROCKTRED.COM COD w, ONE 12" x 12" ONE WAY GLASS MIRROR � VISION PANEL 1 - � WAY TEMPERED GLASS _ KICKPLATE 1 US32-D ROCKWOOD #K1050,10" HIGH X 35" WIDE - ON PATH+ OF TRAVEL SIDE7, .p f 5 FINISH SCHEDULE LE --- . NONE 104 -EXTERIOR EXIT ,. N, GEOGHEGgy 314" FIN. WD, JAMB EXISTING TO REMAINARO 5427 112" X 2" WOOD TRIM CASING TRIDENT 4 POINT EXIT LOCK PROVIDED AND INSTALLED BY ULTA VENDOR. G.G. TO 518" GYP. BD. ON 3 518" FINISH: PAINT WHITE - P -1V /L COORDINATE INSTALLATION BY VENDOR ACCESIBILITY & 1 e' MTL. STUDS CONTACT: JEFF CARROLL AT LOCKNET GENDER SIGNAGE'' - GROUT AS REQUIRED 2 x 4 FIRE RETARDANT PH: 1-800-887-4703 EXT 239 (VERIFY EXACT SPECIFICATIONS WITH COCKNEY) AS PER STATE & u, WOOD BLOCKING LOCAL CODES 3 518" x 20 GA. METAL STUD 105-LAU N DRY CLOSET (ONLY @RESTROOM ,,j 6" * j CAN -DOOR SOLID (TYP.) DOORS) CHARCOAL I � CORE" G.C. TO PROVIDE (2) 3'-0" X 7'4" BI -FOLD DOOR GREY WITH WHITE ' i i PRE -MACHINED "EMPLOYEES ONLY" SYMBOLS UNLESS NOTE: 518" TYPE `X" GYP. BD. (TYP.)% ' a, ; _ 112" 211 LETTERS & I , FLUSH DOOR 0" 1/2" X 2" WOOD TRIM CASING 106 -COAT CLOSET MEN I SIGNAGE MOUNT INSTALL KNOCK _SS , WHITE CLOSER IF REQ'D � � DIRECTLY UNDER FINISH: TO MATCH DOORS OTHERWISE HANDICAPPED DOWN FRAMES METAL JAMB ANCHOR VISION PANEL -114 VISION PANEL. SEE G.C. TO PROVIDE (1) 3'-0" X T-0" BI -FOLD DOOR REQUIRED BY CODE i i SYMBOL TYP. EQ EQ. AFTER FLOOR HOLLOW METAL FRAME DOOR (SEE DOOR I I ( ) TEMPERED ONE DOOR SCHEDULE INSTALLATION. SCHEDULE) , , CAN -DOOR SOLID :� ; WOME — BRAILLE LETTERS WAY GLASS ALL FOR LOCATIONS AL : ,-�-� H.M" JAMB DE—TAIL TRIM DETAIL WOOD JAMB 110 -WOMEN S TOILET 1111 -MENS TOILET - -- `� — PER ADA DOORS EXCEPT CORE `._________q �,, JOINTS, CAULK TO ITEM QUANTITY FINISH MANUFACTURER MODEL# EXIT ROOM "n' -ABOVEDRA GSANDSPECIrICAHONS KICKPLA NEW KICK PLATE KICKPLAT NEW KICK PLATE WALL. A IDEAS, DESI ANUARRANGEMENTS 1 R tESENTED TH iEDY AHE AND SHALL UNDERCUT DOOR PER HARDWARE UNDERCUT DOOR PER HARDWARE R IN THE PROPER IYOF'rHISOFFICE: AND BUTTS 1-112 PR. U326 -D BOMMER BB500041/2"X4112" `%% c N( RT THEREOF SHALL BE COPIED, 1 /2" SCHEDULE 112n DI _OSED'rU OTHERS OR USED IN THE 3/4" FIN. WD. JAMB 2 SCHEDULE CO ECHONWINIANYWORKORPROJECr _ 112" X 2" WOOD TRIM CASING LOCKSET 1 626 YALE AU5402LN (LEVER HANDLE) TYPE 1 TYPE 2 OT :R rHAN THE SPECIFIC PREPROPARED FOR WI :H'rHEY HAVE BEEN PREPARED ANU ELOPED WITHOUT THE WRIrrEN CONSENT __ F'rHIS OFFICE. VISUAL CON rACr WITH 'H ESE DRAWINGS OR SPECIFICAHONS SI TALL '�� FINISH: PAINT WHITE - P-1 CONSTI'rU7ECONCLUSIVEEVIDENCEOF STOP 1 US32-D ROCKWOOD WALL BUMPER 409 61 OII ACCEPTANCEOFTHESERES rRICHONS. MIN. WRITTEN DIMENSIONS ON r} IESE DRAWINGS GROUT AS REQUIRED 2X4 FIRE RETARDANT CLOSER 1 689 DORMA 7414 ARP -SNB NOTE: G.C. TO SIiALL HAVE F'RECEDENCEUVERSCALED DIMENSIONS; PRECEDENCE O .,HALL VERIFY WOOD BLOCKING `AND BE `s' #K1050,10" HIGH X 35" WIDE - ON PAT ,r" NEW 4 POINT LOCK ANDCCONDITIONSONTHOEJOBANDTHISON`; KICKPLATE 1 US32-D ROCKWOOD INSTALL OWNER SHIM OF TRAVEL SIDE NEW 4 POINT LOCK �° SUPPLIED STICKER VAROFFIIARONS FCE MUST ROMUTHEI DIMENSIONS AND �' '— � � - -_ 'j � CONDITIONS SHOWN BY THESE DRAWING::. ` EXISTING DOOR 'M1 DELIVERIES- - SHOP DETAILS MUST BE SUBMITIED'rU TI IIS VON EXTERIOR OF OFFICE WITH F FO RAP R VAL BEFORE PROCEEDING HOLLOW METAL FRAME EXISTING DOOR o FRAME AND DOOR RECEIVINGIEXIT �. '' ., 2 AM 5 NM 5/8" TYPE "X" GYP. BD. (TYP.) �„ FRAME AND DOOR N EXISTING KICK If rra re>e "r - _ 02011 ROLA SOLUTIONS, INC. " ©2011 ROBERT O. LYON BASSOCIATE5,INC. 112"- 2" 1/2" X 2" WOOD TRIM CASING NOTE: COORDINATE —. r PROVIDE STANDARD . PLATE DOORSTO 1r>�n �I�sas� �-,,I tr& PULLS _ FINISH: PAINT WHITE: P-1 , DELIVERIES (AFTER �-� ALL HARDWARE TO BE PURCHASED THROUGH LOCKNET EXISTING KICK H.M. HEADER DETAIL HEAD AND JAMB TRIM DETAIL KICKPLA1"I , - KICKPLA CKPLATE CONSTRUCTION). REAR DOOR STICKER B - E - CONTACT: JEFF CARROLL _ PLATE _ p _W`94 LOCKNET PH: 1-800-887-4307 EXT 239 U .1 511 TYPE 3 TYPE 4 TYPF_15 B EA u -r v 2 x 4 FIRE RETARDANT WOOD BLOCKING ULTA #537 \' 112" X 2" WOOD TRIM CASING '�� MARKETPLACE AT SEMINOLE FINISH: TO MATCH DOORS \�' ��. TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 cv DOOR FINISH AND 3/4" X 2" WOOD TRIM CASING N N HARDWARE r FINISH: TO MATCH DOORS SCHEDULE + DOOR (SEE DOOR _ --n DETAILS SCHEDULE) —�-- C TRIM DETAIL WOOD HEADER SCALE 4 HARDWARE SCHEDULE SCALE DOOR TYPES _ 114 - SCALE 4 1 STANDARD DOOR DETAILS 3 —1 0 NON_ E 11 I1-0 I. DRAWN BY JD CHECKED BY RL JUBNUMBER 11104 SHEET NAME A1.0 NOTE: 1. ANY REVISED 1 ADJUSTED FIXTURE PLANS RECEIVED FROM ULTA WILL SUPERSEDE THE FIXTURE LAYOUT ON THIS SHEET. PLEASE NOTIFY ARCHITECT IF ANY CONFLICTS OCCUR. 2. G.C. TO INSTALL HOLDING CLIPS ON PLEXI DIVIDERS AT PERIMETER, 3. REFER TO FIXTURE MANUAL FOR INFORMATION ON ALL FIXTURES. 4. TENANT CONTRACTOR TO UNLOAD THE ARRAY ORDER WHICH CONSISTS OF 25 PALLETS OF STORE EQUIPMENT. 5. TENANT CONTRACTOR TO PROVIDE A HEAVY DUTY FORK LIFT (MINIMUM 2500# CAPACITY) WITH EXTEND FORKS AND PALLET JACKS FOR ENITIRE DURATION OF CONSTRUCTION. 6. TENANT CONTRACTOR TO LEVEL ALL OWNER SUPPLIED STORE FIXTURES. 7. G.C. TO INSTALL BAW PRO BRUSH HOLDERS 8. G.C. TO INSTALL PCA SHOP T-0" ANGLED DEMO UNITS 9. PLEX-GLASS DIVIDER CLIPS ARE TO BE INSTALLED ON BACK WALL PANELS ONLY 2 1 FIXTURE SCHEDULE SCALE N.T.S. ALLIED PANEL (AP54) PLACEMENT NOTES: HAIR FASHIONS - ALL ALLIED IF_D PANEL S HAIR ACCESSORIES -ALL ALLIED PANELS COSMETIC APPLICATORS - ALL ALLIED PANELS TRIAL - ALL ALLIED PANELS PRO BRUSH - ALLIED PANEL AT OUTSIDE END BATH ACCESSORIES - ALL ALLIED PANELS - NO DIVIDER PANELS EASI HAIR -ALLIED PANEL WHEN THERE IS 24' OF MASS COSMETICS ON THE WALL THE BRANDS THAT WILL GO IN THAT LINEAR WILL ALWAYS BE ALMAY AND REVLON. FOR THOSE BRANDS, THE OUTRIGGERS THAT GO ON THE PERIMETER WALL DO NOT GO ON THOSE SECTIONS DUE TO THE CABINETRY BEING USED BY THE VENDOR. RIVERIA PEGBOARD PANE!_ PLACEMENT NOTES: PEGBOARD LOCATED ON ENDCAPS LABELED RIVIERA. REPLACE ACRYLIC IN ENDCAP WITH PEGBOARD NOTE: SOLID SURFACE TOPS IN SALON & CASHWRAP TO BE JOINED, FUSED AND FINISHED BY AN EXPERIENCED SOLID SURFACE CONTRACTOR FOR CASHWRAP INSTALLATION ONLY - SCRIBE TO FLOOR AND INSTALL SECONDARY BASE AFTER G.C. TO PLUG IN TV, LAMPS, HAIR ARTISTRY AND ID BOUTIQUE G.C. TO DRILL HOLE IN ID BOUTIQUE AND PROVIDE A 2" WHITE GROMMET PER ULTNS DIRECTION IN FIELD. G.C. TO TO SECURE ID BOUTIQUE END CAP SHELVES TO BRACKETS G.C. ASSEMBLE GREY CARTS AND ROLL -A -ROUNDS IN STAGING ROOM, SHELVING TO BE 12" O.C. (TYP OF 6) G.C. TO UNLOAD (26) PALLETS OF ARRAY SHELVING NOTE_: 1. ANY REVISED /ADJUSTED FIXTURE PLANS RECEIVED FROM ULTA, WILL SUPERSEDE THE FIXTURE LAYOUT INDICATED ON THIS SHEET. PLEASE NOTIFY ARCHITECT IF ANY CONFLICTS OCCUR. 2. INSTALL HOLDING CLIPS FOR PLEXI DIVIDERS AT PERIMETER. 3, REFER TO FIXTURE MANUAL FOR INFORMATION ON ALL FIXTURES. 4. TENANT CONTRACTOR TO UNLOAD THE ARRAY ORDER WHICH CONSISTS OF 25 PALLETS OF STORE EQUIPMENT. 5, LEVEL ALL OWNER SUPPLIED FIXTURES., 6, THE FOLLOWING FIXTURES WILL RECEIVE GLASS SHELVES: W-5, W -5-S, W-4, W -4-S, X-1AL, X-1BL, X-12, X-2AL, X-2BL, X-101_, X-1 OH, AND X-11. 7. SCRIBE M-513 PANELS TO ADJACENT WALLS AS REQUIRED. 8. PLUG IN ALL OWNER FIXTURES THAT NEED TO BE PLUGGED INTO OUTLETS. 9, ADJUST THE HEIGHTS OF THE ILLUMINATED ARCH FIXTURES AS REQUIRED TO MAINTAIN THE CEILING ELEVATION BY CUTTING DOWN THE BASE TO ACCOMMODATE THE UNEVEN FLOOR SLAB. VERIFY WITH MILLWORK MANUFACTURER. 10. ASSEMBLE THE ROLL -AROUND CARTS (6 ROLL -AROUND CARTS TYP. PER STORE), SHELVES ARE TO BE 12" O.C. 11. UNLOAD ETAGERE UNITS & STORE THEM IN THEIR ASSIGNED STORAGE AREA. 12. ALL JOINTS/SEAMS TO BE CAULKED WHERE MILLWORK MEETS WALL U.N.O., CAULK COLOR: WHITE 13. SECURE I.D. BOUTIQUE END CAP SHELVES TO BRACKETS. 14. G.C. TO FURNISH AND INSTALL STANDARDS, BRACKETS, AND J -HOOKS FOR MISC. FIXTURE STORAGE IN STAGING. SEE INTERIOR STAGING ELEVATIONS. 15. FIXTURE RUN DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. CONFIRM ACTUAL MILLWORK DIMENSIONS WITH FIXTURE- MANUFACTURER. ALL PERIMETER SHELVING IS SUPPLIED BY ULTA & INSTALLED BY GC. REFER TO SHEETS A1.1AAND A1.1B FOR SECTIONS SHOWING SHELF PROFILES AND LOCATIONS. QUANTITIES TO BE PER FIXTURE BOOK DUPLEX OUTLET COMPUTER/DATA LL U_ [V C`7 TELEPHONE CHIME PUSH BUTTON AT EDGE AT TOP OF OPENING CONDUIT STUBS (CHIME, VOICE, AND DATA) FOR THIS DUPLEX OUTLET CENTERED FIXTURE TO BE LOCATED AS PER PLAN, CONDUITS AT BACK OF CABINET SPACE WITHIN TOF_-KICK SPACE. WIRING TO CONTINUE TO COMPUTER/DATA TERMINATION BEHIND OPEN DRAWERS OR IN BACK PORTION OF SPACE_ DE -SIGNED FOR TRASH CONTAINER 1 Z-3 CONCIERGE ELEVATION SCALE 0 [V FILLS CUT FICLJ A MILLWORK DETAIL SCALE 3/4"=1'-0" 1 I FIXTURE PLAN 0 cel -1-ER PANEL JT TO FIT IN FIELD B MILLWORK DETAIL SCALE 314111 !_011 2 EXISTING ROOF PENETRATIONS SCALE 1 /16"=1'-0" ,,•� MILLWORK DETAIL SCALE Q CV em SALES AREA CEILING AT 11'-0" A.F.F. 7310 SQ. FT. SALES 100 MILLWORK DETAIL SCALE FURNITURE SCHEDULE I N UescnplimITEM l Rmn9lhs Suppfic0 by 11,4U1W by A-2 PRESTIGEARCH I 102 ULrA G.C. A-3 PRURETALARCH ULTA G.C. A4 PCAARCH _ ULTA G.C. ALA TABLE MOUNTED SIGNAGE J ULTA ULTA AL -B TABLE MOUN [EU SIGNAGE I '-711 ULTA ULTA AL -61 MIRROR - TABLE MOUNTED I ULTA ULTA AL -82 i IX 14 WIMIRROR PAN EL PIVOT MOUNT 5 ULTA G.C. AL113 11 X14 WIPANEL PIVD r MOON r rico ULrA O.C. ALC SIGNAGE -YOLK MUUNfED ULTA U.C. AL -D SALON P05 ER HOLDER mole ULTA C.C. ALF DEMO STATION -° ULrA (i.e. AL -11 MIRROR - TABLE MOUN IED 1 -C � . ULTA G.C. ALM TRACK ULTA O.C. AL -Ml FRAM E• SMALL U]SPLAY ULTA G.C. AL -MZ FIRAME - LARGE DISPIAv ULTA G.C. AP54 48X54 ALLIED PANEL ULTA G.C. APW WALL ALLIED PANEL ULTA O.C. AR -Lt FLOOR LAMP ULTA G.C. AR -L2 END CAP LICH r FIX f URE ULTA G.C. UUl 4 DRAWER FILE GAL INE r (OFFICE) ULTA G.C. C-09 LOCKERS. TGC TO ALSO FURNISH AND INSTALL 1 112" UTA HANG ROD GO TO VERFIY HANG ROD LENGTH AND LOCATION OF ULTA LOCKERS WITH ULTA PRIOR TO INSTALLATION G.C. C -IU REFRIOERAIUR IN STAGING ULTA G.C. C-15 SHELVING INSTALL 121"STREATER HEAVY -WEIGHT UODULE SLUT UPRIGHTS &16'FLANGE BRACKETS (48" OC) ULTA G.C. C-17 UNDERCOUNTER REFRIGERATOR: HAZER, 1.7 CU.FT., WHITE HRTOZWNC G.C. G.C. C-19 COFFEE MAKER G.C. TO SUPPLY 114' WA f EH LINE ULTA ,.C. C20 HAIR DRYER WI ATTACHED CHAR J ULTA G.C. C-21 WASHER ULTA C.C. 0-22 DRYER ULTA D.C. C-24 COLOR LIBRARY ULTA G.C. C-25 MICROWAVE IN LOUNGE ULTA G.C. C-20 FACIAL TROLLEY 28"W X 10"D X 32'H ULTA C.C. 0-30 TIME CLOCK ULrA G.C. G -J1 SKIN CARE CHAIR 281W X 101D X 32"H ULTA G.C. G-32 SKIN CARE STOOL ULTA G.C. C-34 CUMAZON AND CHAIR ULTA G.C. CH -1 3TH ALUMINUM BAR STOOL ULTA G.C. CH -2 30"H ZEBRA PRINT BAR STOOL ULTA O.C. FR -12 OFFICE CHAIR ULrA O.C. FR -13 LOUNGE TABLE ULTA C.C. FR -14 LOUNGE CHAIR ULfA G.C. G-1 FRAMED 44X56 GRAPHIC ULTA G.C. M-205 COFFEE UAR SINK& FAUCET PROVIUEUBY MILLWURKER INSTALLED BY G.C. ULTA G.C. M-212 SIIELVING Af LOUNGE AREA, 3 HEATER SHELVES ULTA O.C. M-213 MANAGERSOFFICE COUNTER TOP AND SHELVING REEVE STANDARDS VERIFY SIZES WIfII MILLWORKER ULTA G.C. M-513 MILLWORK CORNER FILLER I O UE ASSEMBLED IN FIELD. PANELS TO BE LARGER f HAN SPECIFIED FORADJUSTMENTS IN FIELD. ULTA (i.e. M-229 GLASS STORAGE UNIT ULTA O.C. M-524 NESTED TABLE ULrA G.C. M-525 TIERED PROMO ULfA G.C. M-526 FRAGRANCE FEATURE TABLE ULTA G.C. M-528 SKINCARE SINK & CABINETRY ULTA G.C. SECURITY SECURI fY BOLLARD BOLLARD ULTA G.C. T06,L02 UULLEfIN UQARU AND CLIP HOLDER 24"X36" BULLETIN BOARD MOUNT BOTTOM EDGE AT M" AFF CLIP BOARD HOLDER TO BE MOUN I EU DIRECTLY BELOW BULLENTIN BOARD AT Z-9" AFF ULTA G.C. T-03 MAIL SLOTIFILE MOUNT BOHOM AT T-13" AFF. ULTA G.C. T-04 KEY STRIP MOUNT BOTTOM STRIP 4'-0" AFF (MOUN r ON WALL ADJACENT TO WORKCOUNFER) ULTA G.C. T -V5 BAfIERYOPERAIEUWALL CLOCK MOUNT ABOVE DOOR IN OFFICE AND DOOR IN LOUNGE ULTA G.C. T-06 BULLETIN BOARD 36X48' BOTTOM MOUNTED AT T-5" AFT ULTA G.C. T-07 DRY MARKER BOARD 24"x36" VOUN TED AT 2'-5"AFF ULTA G.C. TU9 FIRSf AIUAN U BLOOD BOURNE PATHOGEN KIT MOUNT AT 40'AFF IN STOCKROOM & NEAR SLOP SINK IN DISPENSARY NEAR SINK ULTA G.C. TAB SAFETY CONE WALL MOUNT AT 4TAFF LOCA! E AT BACKROOM ODOR LEADING TO SALES FLOOR, INSIUE DISPENSARY ROOM, AND NEAR FRONT DOORS ULTA G.C. T-11 MOP AND BROOM HOLDER MOUNT AT 72' AFF NEAR SLOP SINK(POSHION SO THAT TWO I IOLDERS ARE DIRECTLY OVER SLOP SINK) G.C. G.C. T-12 HOOK STRIP 0HOOKS FOR BACK BELTS LOCATED NEAR RECEIVING DOORS MUUNTAT 48"AFF G.C. G.G. f-14 LAUDER SFORAGE SECURE 2 HEAVY DUTY EYE UOLTS5S 60. AFF WITH CHAIN. VERIFY LOCATION WITH ULTA G.C. G.C. T-15 FLOOR SCRUBBER ULTA G.C. W-1 50'W PERIMETER WALL UNIT ULTA G.C. W-2 JIM PERIMETER WALL UNIT ULTA G.C. W4 49-W. PERIMETERWALL UNI f ULTA G.C. W -4 -S 49' W. PER IMEHER WALL UNIT W1 DRYER TESTING ULTA G.C. WS 49'W PERIMETER WALL UNI r ULTA D.C. W_5_3 49'W PERIMETER WALL UNIT WIDRYER TESTING INSERT ULTA G.C. MA -L MASS GENERAL, PCA &PRO RETAIL CONOULA ULTA G.C. X -1H -L MASS GENERAL, PCA &PRO RETAIL CONDULA ULTA D.C. X -2A -L MASS GUSMEIICS GONDOLA ULTA G.C. AZU-L MASS COSME I ICS GONDOLA ULTA G.C. X -3A PRESTIGE GONDOLA ULTA G.C. X35 PRESTIGE GONUOLA ULTA G.C. X-313 ADVANCE SKIN HEAL I H (RULE ULTA OC. X41. LOW FIXTURE UL rA G.C. X-4LE LOW ENO FIXTURE ULTA G.C. X-8 ENSEMBLE FIXTURE ULTA U.C. X-1011 PCA HIGH GONDOLA ULTA G.C. X-10HE PCA HIGH GONDOLA ENO UNIT ULTA G.C. X -10-L PCA LOW GONDOLA ULTA O.C. MULE PCA LOW GONDOLA END UNIT ULTA G.C. X-11 MASS COSMETICS GONDOLA ULTA G.C. X12 I IINGED NAIL BAR SCREEN FIXIURE ULTA G.C. X -15E BOO PIQUE FRON f FIXTURE ULTA G.C. X -16E BOUTIQUE REAR FIXTURE ULTA G.C. X -17C BOUTIQUE TABLE PINK TOPS & WOOD ZEBRA PRINTCHAIRS ULTA G.C. X-20 HAIRARTISTRY BOU BQUE ULTA G.C. X -21A GIFTCARD MERCHANDISER ULTA O.C. X-'218 BUU HOVE REAR FIX NURE ULTA G.C. X-22 24' NAIL II SCREEN ULTA G.C. X -2J NAIL PROMO ULTA G.C. Y 1 L MASS GENERAL, NCA& PRO ENDCAP ULTA G.C. Y -2-L MASS COSMETICS ENDCAP ULTA D.C. Y-3 PRESTIGE ENDCAP ULTA G.C. Y -0-L MASS COSMETICS ENDCAP ULFA G.C. Z-1-RCASHWRAP RIGHT ULTA G.C. ZAA SERVICE COUNTER GATE ULTA G.C. Z-2 HAIR COLOR BAR ULTA G.G. Z-3 CONCIERGE DESK ULTA G.C. NOTE: 1. ANY REVISED 1 ADJUSTED FIXTURE PLANS RECEIVED FROM ULTA WILL SUPERSEDE THE FIXTURE LAYOUT ON THIS SHEET. PLEASE NOTIFY ARCHITECT IF ANY CONFLICTS OCCUR. 2. G.C. TO INSTALL HOLDING CLIPS ON PLEXI DIVIDERS AT PERIMETER, 3. REFER TO FIXTURE MANUAL FOR INFORMATION ON ALL FIXTURES. 4. TENANT CONTRACTOR TO UNLOAD THE ARRAY ORDER WHICH CONSISTS OF 25 PALLETS OF STORE EQUIPMENT. 5. TENANT CONTRACTOR TO PROVIDE A HEAVY DUTY FORK LIFT (MINIMUM 2500# CAPACITY) WITH EXTEND FORKS AND PALLET JACKS FOR ENITIRE DURATION OF CONSTRUCTION. 6. TENANT CONTRACTOR TO LEVEL ALL OWNER SUPPLIED STORE FIXTURES. 7. G.C. TO INSTALL BAW PRO BRUSH HOLDERS 8. G.C. TO INSTALL PCA SHOP T-0" ANGLED DEMO UNITS 9. PLEX-GLASS DIVIDER CLIPS ARE TO BE INSTALLED ON BACK WALL PANELS ONLY 2 1 FIXTURE SCHEDULE SCALE N.T.S. ALLIED PANEL (AP54) PLACEMENT NOTES: HAIR FASHIONS - ALL ALLIED IF_D PANEL S HAIR ACCESSORIES -ALL ALLIED PANELS COSMETIC APPLICATORS - ALL ALLIED PANELS TRIAL - ALL ALLIED PANELS PRO BRUSH - ALLIED PANEL AT OUTSIDE END BATH ACCESSORIES - ALL ALLIED PANELS - NO DIVIDER PANELS EASI HAIR -ALLIED PANEL WHEN THERE IS 24' OF MASS COSMETICS ON THE WALL THE BRANDS THAT WILL GO IN THAT LINEAR WILL ALWAYS BE ALMAY AND REVLON. FOR THOSE BRANDS, THE OUTRIGGERS THAT GO ON THE PERIMETER WALL DO NOT GO ON THOSE SECTIONS DUE TO THE CABINETRY BEING USED BY THE VENDOR. RIVERIA PEGBOARD PANE!_ PLACEMENT NOTES: PEGBOARD LOCATED ON ENDCAPS LABELED RIVIERA. REPLACE ACRYLIC IN ENDCAP WITH PEGBOARD NOTE: SOLID SURFACE TOPS IN SALON & CASHWRAP TO BE JOINED, FUSED AND FINISHED BY AN EXPERIENCED SOLID SURFACE CONTRACTOR FOR CASHWRAP INSTALLATION ONLY - SCRIBE TO FLOOR AND INSTALL SECONDARY BASE AFTER G.C. TO PLUG IN TV, LAMPS, HAIR ARTISTRY AND ID BOUTIQUE G.C. TO DRILL HOLE IN ID BOUTIQUE AND PROVIDE A 2" WHITE GROMMET PER ULTNS DIRECTION IN FIELD. G.C. TO TO SECURE ID BOUTIQUE END CAP SHELVES TO BRACKETS G.C. ASSEMBLE GREY CARTS AND ROLL -A -ROUNDS IN STAGING ROOM, SHELVING TO BE 12" O.C. (TYP OF 6) G.C. TO UNLOAD (26) PALLETS OF ARRAY SHELVING NOTE_: 1. ANY REVISED /ADJUSTED FIXTURE PLANS RECEIVED FROM ULTA, WILL SUPERSEDE THE FIXTURE LAYOUT INDICATED ON THIS SHEET. PLEASE NOTIFY ARCHITECT IF ANY CONFLICTS OCCUR. 2. INSTALL HOLDING CLIPS FOR PLEXI DIVIDERS AT PERIMETER. 3, REFER TO FIXTURE MANUAL FOR INFORMATION ON ALL FIXTURES. 4. TENANT CONTRACTOR TO UNLOAD THE ARRAY ORDER WHICH CONSISTS OF 25 PALLETS OF STORE EQUIPMENT. 5, LEVEL ALL OWNER SUPPLIED FIXTURES., 6, THE FOLLOWING FIXTURES WILL RECEIVE GLASS SHELVES: W-5, W -5-S, W-4, W -4-S, X-1AL, X-1BL, X-12, X-2AL, X-2BL, X-101_, X-1 OH, AND X-11. 7. SCRIBE M-513 PANELS TO ADJACENT WALLS AS REQUIRED. 8. PLUG IN ALL OWNER FIXTURES THAT NEED TO BE PLUGGED INTO OUTLETS. 9, ADJUST THE HEIGHTS OF THE ILLUMINATED ARCH FIXTURES AS REQUIRED TO MAINTAIN THE CEILING ELEVATION BY CUTTING DOWN THE BASE TO ACCOMMODATE THE UNEVEN FLOOR SLAB. VERIFY WITH MILLWORK MANUFACTURER. 10. ASSEMBLE THE ROLL -AROUND CARTS (6 ROLL -AROUND CARTS TYP. PER STORE), SHELVES ARE TO BE 12" O.C. 11. UNLOAD ETAGERE UNITS & STORE THEM IN THEIR ASSIGNED STORAGE AREA. 12. ALL JOINTS/SEAMS TO BE CAULKED WHERE MILLWORK MEETS WALL U.N.O., CAULK COLOR: WHITE 13. SECURE I.D. BOUTIQUE END CAP SHELVES TO BRACKETS. 14. G.C. TO FURNISH AND INSTALL STANDARDS, BRACKETS, AND J -HOOKS FOR MISC. FIXTURE STORAGE IN STAGING. SEE INTERIOR STAGING ELEVATIONS. 15. FIXTURE RUN DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. CONFIRM ACTUAL MILLWORK DIMENSIONS WITH FIXTURE- MANUFACTURER. ALL PERIMETER SHELVING IS SUPPLIED BY ULTA & INSTALLED BY GC. REFER TO SHEETS A1.1AAND A1.1B FOR SECTIONS SHOWING SHELF PROFILES AND LOCATIONS. QUANTITIES TO BE PER FIXTURE BOOK DUPLEX OUTLET COMPUTER/DATA LL U_ [V C`7 TELEPHONE CHIME PUSH BUTTON AT EDGE AT TOP OF OPENING CONDUIT STUBS (CHIME, VOICE, AND DATA) FOR THIS DUPLEX OUTLET CENTERED FIXTURE TO BE LOCATED AS PER PLAN, CONDUITS AT BACK OF CABINET SPACE WITHIN TOF_-KICK SPACE. WIRING TO CONTINUE TO COMPUTER/DATA TERMINATION BEHIND OPEN DRAWERS OR IN BACK PORTION OF SPACE_ DE -SIGNED FOR TRASH CONTAINER 1 Z-3 CONCIERGE ELEVATION SCALE 0 [V FILLS CUT FICLJ A MILLWORK DETAIL SCALE 3/4"=1'-0" 1 I FIXTURE PLAN 0 cel -1-ER PANEL JT TO FIT IN FIELD B MILLWORK DETAIL SCALE 314111 !_011 2 EXISTING ROOF PENETRATIONS SCALE 1 /16"=1'-0" ,,•� MILLWORK DETAIL SCALE Q CV em SALES AREA CEILING AT 11'-0" A.F.F. 7310 SQ. FT. SALES 100 MILLWORK DETAIL SCALE ...®_ bH.BI). C 45 C•15 TRICAI { C 15 5 : TL PANELS' " - - - 0 PAI INET f�IF�LLET I PALLET PALLE I PALLET PALLET t 4 3 1 LL_ I11� --� --- C L----- 84 SQ. FT. I 674 SQ. FT. EMPLOYEE 63 SQ. FT. STAGING LOUNGE OFFICE I.F 101 I I 102 103 ...®_ bH.BI). C 45 C•15 TRICAI { C 15 5 : TL PANELS' " - - - 0 PAI INET f�IF�LLET I PALLET PALLE I PALLET PALLET t 4 3 1 LL_ I11� --� --- C L----- L to 5l'J Sl -O SI -O t -U St -J uv00 5L J � -1 - - Z 2 ° �) FlL 4 H y ALOR STATION I 3 CI U\IR CHNH CHAIR I GIIAIR I. - 5'- snLo sn!a - 'ALor CW\IH CLiAI GIIAIR �`�-`�-_ Z•SLW-B 10D M-525 CQ AL U3 N7 ( I I l i - I EI I 2 T _° o o < I �� I -- -j a- � m o iv �o r! l 1 l I O] syo' D3 Pro Nail 8' / U------ ° S Ul b s11 I W 917-0 LK 113 CL x -z x -z x-2 1 1 1 1 -- ^o`c� i 1 I i Pro Nail 6 - i I f'-1 a I �o�' ( I =t I _ Dern alogica 9 - I I Z - E: I - I v clearance Pr Brush 6° I I i� D RMALO A v o I �^� �� I I •5 0 k:.........:....._.t J I GOAT o , 0 ?� I I Pro Brush 12' x O m a I ° Hair Extend ns 12' I o nuu AL -02 4 0" 4' 10" C C 5' �" x F� I O W 45dtl... 5itl tiS JV j I p1 x E ? _ - I I S d- . 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CORRIDOR 108 98 SQ. FT. MEN 109 C 1. - ?1 rgia solutions, Inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: C-3 s90arvva 5l O VOd........... 3T T-05 SL JVO 91,-01 q dVR I LL & ULTA REVIEW . ...: t W-5 W-5 W-5 W-51 _ -j 1 ii 6' Pureology PERMIT ISSUE 6 -Ker ro 4 'h h _ A J I '-711 �• _ I 3'-9" (1 '-911 5 1 � r d Z,141 U Uhd: rico my 03 C [ a > U U >< mole - 0 4.1 -° �� 03 cc - Y -1-L 1 -C � . oil .�� L m Q 'o v kl�i o ¢ Q 0. X� i X_ ° J B NLU W C) a� - t%1N 1 VO`1 z ryCV a IO o x a vT Z N Jo Y z Y CL O f/1`'' 1 J �rJ N Z T t O m -C Y. - x 0 L to 5l'J Sl -O SI -O t -U St -J uv00 5L J � -1 - - Z 2 ° �) FlL 4 H y ALOR STATION I 3 CI U\IR CHNH CHAIR I GIIAIR I. - 5'- snLo sn!a - 'ALor CW\IH CLiAI GIIAIR �`�-`�-_ Z•SLW-B 10D M-525 CQ AL U3 N7 ( I I l i - I EI I 2 T _° o o < I �� I -- -j a- � m o iv �o r! l 1 l I O] syo' D3 Pro Nail 8' / U------ ° S Ul b s11 I W 917-0 LK 113 CL x -z x -z x-2 1 1 1 1 -- ^o`c� i 1 I i Pro Nail 6 - i I f'-1 a I �o�' ( I =t I _ Dern alogica 9 - I I Z - E: I - I v clearance Pr Brush 6° I I i� D RMALO A v o I �^� �� I I •5 0 k:.........:....._.t J I GOAT o , 0 ?� I I Pro Brush 12' x O m a I ° Hair Extend ns 12' I o nuu AL -02 4 0" 4' 10" C C 5' �" x F� I O W 45dtl... 5itl tiS JV j I p1 x E ? _ - I I S d- . X 2B-LAP5 I u�i r� a F v o o I = CL Halr Fashions 12' 1 E -- I n:)I I I I Clea 1 ° o I I SQ�s I M-513 I I �a Misc Derma I �' c �• I clearance Har Fashions 8 I DD Dr1.5 o ��, I < v dtl vsdb < U SKI 3' 11 I I_ IWF '-- I,,.,•X-2BL X -213-L j r?; I I w x -3A -36 x -3B ReaSundersses os Bags 8' I aro a e co 6 Mother I �? I baby m STOM , � I I o o _T I andles 4' andle 4' Clarsonic STYLINGL0 I M Dryers 8 Demo n < EC j DT DT I ° X -2A -L 213.1 X -2B -L " I Y-3 I c, X -2A -L x -213-L I III Prestige Both1 1z' I I I I I f s i - ryers nondemo BATH & BODY CA E I X 0 1I I Prestige Bat 12' I I I? 1 Hair Ac ess 12' Setters I I y 1 T_s1 L- -.. 5dtl ___._..._....... 9dv q I X -2A L C•26 -L I X -213-L s x-2iI I E IDay - O - I I gA-L X -2B -L X-213 Access 4' Haircare Mirrors 12' I I ca I Bath I I W > ° I Access 4' UILTAElath 8' i Haircare 16' 5 hllos -- o j 8 7 6 5 I - X 2A L 213-L X-213.1 I EC _ 'J7 I -°o m 4 X -2A -L 3 X -2B -L 2 X -2B -L 1 X -2B -L ° I I ULTABath 12 R r Haircar 16' I I Imo/ Q I I Men'sMass - I z - I r v I Kinerose Korres Boscia Shaving 4' Men's Shavers 8' I I Oral Cos I o I �; 3' 8" clearance clearance Wht Applic I y v x I X -3A -913 X-313 I h. I I - <N I I Pop Anus asia Derma 4'� I ens room g Men s Skinc re blend 2A- 4 X -213-L X -28-L X -213-L t' I I Y - slI of emova 15Suncare 6' I I 1 Pro Halr 6' 1 1 I Promo Proltlo Promo L'H0 d Essence RedCarp tl I Men Fra' 8' I I II { I Y -4-L EC Y-41ECY-4-L I I " X -3A 313 x -3B ¢ U nL.c--ALC g A: -c II, - 1 I I 4MLE X44 L X -4M E N I I Cargo 3' - (W' o , o . I`¢r I ryc, Men Fra 8 oCL R5 I z . I �D Z X J X I I `�� I �h I I LO I 'N zF� Men Fra 8' N F- A.. N x"* ----- ff E 'a N V) N J a GWN wii 1 N 7 o `Y 1N I 4ML X 4 I 3UC J I a o> L j f or -� x r A,:..x � I Men Fru 8 _ I I 0) t V, iix: 5' E �l a U" _ 1 I WL v 1 m p n BENEFIT3 -0�I 1 r D YM [11 7 I ICwA ffIL- --A - I 1 Q _IT I X = X m PC- b> IC9f 65 v;. ` I E ALA I Tarte 6' vR0 Lc m AL -C 0 AL -CE `T U IE 6" I. 4 I: 6" Y.4 -L I r , a I Flu w I I I k I m X -3A -313 X-313 v C?y I 4< I 7' 1 I Urban Decay 9' 11�J I 16' II Trays 5 high L I I a m�7 I I Laura o D I I I`0 �X-2K-L � X -2K -LX -2J X -21K -L1> { I I Yvti F� I O WLorac 6' Gellur !la 2 S I I GJ IUjI I v o I` x -3A x-313 1 x-313 I I X -CL -41 ULTA COLOR LIBRARY ULTA Color Library I I I I Smashbon 9' I M-524 I I COL R OSMETI -' y�> l Iw < y > I 3 -� - 01 r I L ati --- - - J I aoJ Y LEN 4--10"' � E o d z I ' BARES -� Z•I-L � r�� � a, P !. I 1 c - 4' 0° �1 ;r3 J ALA ALA 2� M-5'16 M-525 � - h; ti 4PQ .7TANON r I I �) .(N 133 SQ. FT. CORRIDOR 104 217 SQ. FT. SHAMPOO/ DRYING 105 716 SQ. FT. SALON 106 100 SQ. FT. WOMEN 107 43 SQ. FT. CORRIDOR 108 98 SQ. FT. MEN 109 C 1. - ?1 rgia solutions, Inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01124112 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 C N rte- to o O r d Z,141 U Uhd: rico N% CD Q > U U - co cej m Ln 4.1 �� 03 cc - C oil .�� i .06 kl�i 0. 03 E ABOVE WINGS AND SPL�IFICATIIDN5 D IDEAS, CNS AND ARRA VENTS 'RESENTS EREBYARE ANDSHALL AINTHE PR -RfY UF'fFIIS OFFICE: AND N ART T1 IERECTSHALL BE COPIED, DI. 4USED -To OTHERS OR USED IN TI IE CO ECTION WITH ANY WORK OR PROJECT OT 2THAN 'THE SPECIFIC PROJEcrFOR WHI THEY HAVE BEEN PREPARED AND DEV PED WITHOUT THE WRITTEN CONSENT OFT 'OFFICE. VISUAL CONTACT WITH HE` DRAWINGS OR SPECIFICATIONS SHALL ITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF'rHE'3E RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MV5T BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PRECEEDING WITH FABRICATION, 02011 RGLASOLUTION5, INC. V2011 ROBERT B. LYON & ASSOCIATES, INC. B E A 0 T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 FIXTURE PLAN DRAWN BY JD CHECKED BY MM/RL JOB NUMBER 11104 SHEETNAME A1.1 VALANCE SIGN wl TRANSLUCENT WHITE PANEL BY CAP & Associates GRAPHICS BY OTHERS CD DRAWER PULL L=IL I _ HAFELE 151.35.207 4'-2" W-1 ELEVATION ELECTRICAL OUTLETS AS REQUIRED: MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR W-1 SECTION TO CUTTING HOLES. LEFT OR RIGHT OF CENTER STANDARDS W-1 FRAGRANCE PERIMETER FIXTURE SCALE 314"=1'-0" S PERIMETER FIXTURES GRAPHIC OR BRANDING OVER TRANSLUCENT WHITE PLEXI 0 L 3'-0" L FROSTY WHITE_ (MEL) 3,. 1... 1.-9.. FOR BLOCKING AND LOOSE_ CLEAT II II II HEIGHTS, REFER TO DETAIL101A1.1B II II II II II II II II II II II II II II II RECESSED STANDARDS II II II MATERIALS: 1.) MELAMINE: %" FROSTY WHITE 2,) LAMINATE: FROSTY WHITE 3.) RECESSED STANDARD;%"slots V o.c. 1 1 4.) DIVIDER: TRANSLUCENT WHITE wl ALUMINUM TRIM 5.) PULL: HAFELE 151,35.207 II II II II II II II II II II II II II 11 II II II II II II II II II II II II SOLID SURFACE_ FROSTY WHITE MIRAGE SF -1 NOTE: CAULK ALL SOLID SURFACES TO MILLWORK FOR INFORMATION ON VALANCE, REFER TO ARCHITECTURAL DETAILS DATE: 1'"$" 01124112 81., 2 II I 8111 I 0 II III FOR BLOCKING AND LOOSE CLEAT II II II II II II II II II II 3" L, 11a" II II II II II II 1.61° I - 2 I II 1'-711 3" I HEIGHTS, REFER TO DETAIL 91A1.1 B III II II II II II II II II IRECESSED CS Q7 cD CV P E �� -3 N U ii ii 3'-1 II 11 ii _ O d r � � vD co i .- STANDARDS a) 9��I � C/ � N O U II II C II II DIVIDER PANEL i IF PN N. GEOGf G TRANSLUCENT WHITE - °o' f�IZO X27 ". 015 ACRYLIC II II II II CD II II II II a 1 1 I I I I I SOLID SURFACE Lu LLJ -01" I z II I I I I II FROSTY WHITE MIRAGE SF -1 Lu Ll- - I ' I I I NOTE: CAULK ALL SOLID II II r -I II I SURFACES TO MILLWORK DRAWER wl HEAVY DUTY SLIDEs I I I I II o I cv IInII I It II 1 I CD DRAWER PULL L=IL I _ HAFELE 151.35.207 4'-2" W-1 ELEVATION ELECTRICAL OUTLETS AS REQUIRED: MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR W-1 SECTION TO CUTTING HOLES. LEFT OR RIGHT OF CENTER STANDARDS W-1 FRAGRANCE PERIMETER FIXTURE SCALE 314"=1'-0" S PERIMETER FIXTURES GRAPHIC OR BRANDING OVER TRANSLUCENT WHITE PLEXI 0 L 3'-0" L FROSTY WHITE_ (MEL) 3,. 1... 1.-9.. FOR BLOCKING AND LOOSE_ CLEAT II II II HEIGHTS, REFER TO DETAIL101A1.1B II II II II II II II II II II II II II II II RECESSED STANDARDS II II II MATERIALS: 1.) MELAMINE: %" FROSTY WHITE 2,) LAMINATE: FROSTY WHITE 3.) RECESSED STANDARD;%"slots V o.c. 1 1 4.) DIVIDER: TRANSLUCENT WHITE wl ALUMINUM TRIM 5.) PULL: HAFELE 151,35.207 II II II II II II II II II II II II II 11 II II II II II II II II II II II II SOLID SURFACE_ FROSTY WHITE MIRAGE SF -1 NOTE: CAULK ALL SOLID SURFACES TO MILLWORK FOR INFORMATION ON VALANCE, REFER TO ARCHITECTURAL DETAILS W-2 ELEVATION W-2 SECTION ELECTRICAL OUTLETS AS REQUIRED: MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CUTTING HOLES. 2 W.2 PRESTIGE COSM ETICSISKI N CARE SCALE 314"=1'-0" FOR BLOCKING AI` HEIGHTS, REFER 1 VALANCE SIGN wl TRANSLUCENT WHITE PANE BY CAP & Associates GRAPHICS BY OTHERS ZECESSED ')TANDARDs )IVIDER PANEL TRANSLUCENT WHITE ACRYLIC SOLID SURFACE FROSTY WHITE MIRAGE SF - NOTE, CAULKALL SOLID SURFACES TO MILLWORK DRAWER wl HEAVY DUTY SLIDES DRAWER PULL HAFELE 151,35.207 MILLWORK ARCH PROVIDED BY CAP \NEL ,ENT WHITE :LVING BY ULTA LLED ELECTRICAL OUTLETS: (W -4-S ONLY) MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS, EACH OUTLET IS ON A SEPARATE CIRCUIT AND IS TO BE LABELED BY THE EC WITH THE CIRCUIT NUMBER. PLUG STRIP TO BE MOUNTED AT THE CENTER OF THE PULL OUT DRAWER AND PLUGGED INTO EACH DUPLEX. REFER TO ELECTRICAL DRAWINGS FOR ALL LOCATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CUTTING HOLES, L - Lo 3'-0" — FOR INFORMATION ON VALANCE, REFER TO ARCHITECTURAL DETAILS Q o L 0 W C.0 FOR BLOCKING AND LOOSE CLEAT HEIGHTS, REEFER TO DET) HANGING SIGN wl TRANSLUCENT WHITE PANEL BY CAP & Associates GRAPHICS BY OTHERS 4z 2'-8" �z 82 II II II II i; RECESSED II II STANDARDs II II II II • II II � DIVIDER PANEL II TRANSLUCENT WHITE ACRYLIC 11'-62 SOLID SURFACE FROSTY WHITE MIRAGE SF-' I - I I NOTE: CAULK ALL SOLID SURFACES TO MILLWORK DRAWER wl HEAVY DUTY SLIDEs DRAWER PULL HAFELE 3'-1" 151,35,207 W-3 ELEVATION W-3 SECTION ELECTRICAL OUTLETS AS REQUIRED: MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CUTTING HOLES. 3 W-3 SKINCARE_ PERIMETER FIXTURE SCALE 314"=1'-0" SCALE GRAPHIC OR BRANDING OVER TRANSLUCENT WHITE PLEXI cD I IVORYWOOD KYDF-X I I J 1 U fJ -j L] E] F71 E:� FOR BLOCKING AND LOOSE CLEAT HEIGHTS, REFER TO DF_TAII.101A1.1B 31 „I v-9121" 1 II 1-� 113' ,—RECESSED STANDARDS -SOLID SURFACE FROSTY WHITE MIRAGE SF -1 NOTE_: CAULK ALL SOLID SURFACES TO MILLWORK MILLWORK ARCH PROVIDED BY CAP ,ATE PIN :R DRYER) . OUTLET R DRYER DISPLAY, =LF, and BRACKETS CAP 3S SHELVING \CKETS OTHERS NOTE: ALL SHELF HEIGHTS TO BE COORDINATED WITH OWNER .SONART 1573-60 )STY WHITE I 4'-1" VINYL BASE W-4 SECTION /1� 4'-1 VINYL BASE L W -4-S SECTION W-4 ELEVATION W -4-S ELEVATION 4 W-4 FEATURE PRO PERIMETER FIXTURE SCALE5 W -4-S SALON STYLING TOOLS PERIMETER FIXTURE SCALE 314"=1'-0" 314"=1'-0" A PERIMETER FIXTURES FOR ANY QUESTIONS ABOUT THE FIXTURES DETAILED ON THIS SHEET, PLEASE CONTACT: CAP & ASSOCIATES, INC. 445-455 MCCORMICK BLVD. COLUMBUS, OHIO 43213 (P) 614-863-3363 (F) 614-863-3603 CONTACT: CHARLENE PKOSNICK SCALE 314"=1'-0" rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: 1'"$" 01124112 81., 2 II I 8111 I 0 II III II II II II II II II II II II II II II II II II II II II II A1.1A II II II II II II 1.61° I - 2 I II I I I r-, III II II II II � O N II II CS Q7 cD CV P E �� -3 N U 3'-1 W% QD coo W-2 ELEVATION W-2 SECTION ELECTRICAL OUTLETS AS REQUIRED: MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CUTTING HOLES. 2 W.2 PRESTIGE COSM ETICSISKI N CARE SCALE 314"=1'-0" FOR BLOCKING AI` HEIGHTS, REFER 1 VALANCE SIGN wl TRANSLUCENT WHITE PANE BY CAP & Associates GRAPHICS BY OTHERS ZECESSED ')TANDARDs )IVIDER PANEL TRANSLUCENT WHITE ACRYLIC SOLID SURFACE FROSTY WHITE MIRAGE SF - NOTE, CAULKALL SOLID SURFACES TO MILLWORK DRAWER wl HEAVY DUTY SLIDES DRAWER PULL HAFELE 151,35.207 MILLWORK ARCH PROVIDED BY CAP \NEL ,ENT WHITE :LVING BY ULTA LLED ELECTRICAL OUTLETS: (W -4-S ONLY) MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS, EACH OUTLET IS ON A SEPARATE CIRCUIT AND IS TO BE LABELED BY THE EC WITH THE CIRCUIT NUMBER. PLUG STRIP TO BE MOUNTED AT THE CENTER OF THE PULL OUT DRAWER AND PLUGGED INTO EACH DUPLEX. REFER TO ELECTRICAL DRAWINGS FOR ALL LOCATIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CUTTING HOLES, L - Lo 3'-0" — FOR INFORMATION ON VALANCE, REFER TO ARCHITECTURAL DETAILS Q o L 0 W C.0 FOR BLOCKING AND LOOSE CLEAT HEIGHTS, REEFER TO DET) HANGING SIGN wl TRANSLUCENT WHITE PANEL BY CAP & Associates GRAPHICS BY OTHERS 4z 2'-8" �z 82 II II II II i; RECESSED II II STANDARDs II II II II • II II � DIVIDER PANEL II TRANSLUCENT WHITE ACRYLIC 11'-62 SOLID SURFACE FROSTY WHITE MIRAGE SF-' I - I I NOTE: CAULK ALL SOLID SURFACES TO MILLWORK DRAWER wl HEAVY DUTY SLIDEs DRAWER PULL HAFELE 3'-1" 151,35,207 W-3 ELEVATION W-3 SECTION ELECTRICAL OUTLETS AS REQUIRED: MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN PROVIDED DUPLEX OUTLETS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CUTTING HOLES. 3 W-3 SKINCARE_ PERIMETER FIXTURE SCALE 314"=1'-0" SCALE GRAPHIC OR BRANDING OVER TRANSLUCENT WHITE PLEXI cD I IVORYWOOD KYDF-X I I J 1 U fJ -j L] E] F71 E:� FOR BLOCKING AND LOOSE CLEAT HEIGHTS, REFER TO DF_TAII.101A1.1B 31 „I v-9121" 1 II 1-� 113' ,—RECESSED STANDARDS -SOLID SURFACE FROSTY WHITE MIRAGE SF -1 NOTE_: CAULK ALL SOLID SURFACES TO MILLWORK MILLWORK ARCH PROVIDED BY CAP ,ATE PIN :R DRYER) . OUTLET R DRYER DISPLAY, =LF, and BRACKETS CAP 3S SHELVING \CKETS OTHERS NOTE: ALL SHELF HEIGHTS TO BE COORDINATED WITH OWNER .SONART 1573-60 )STY WHITE I 4'-1" VINYL BASE W-4 SECTION /1� 4'-1 VINYL BASE L W -4-S SECTION W-4 ELEVATION W -4-S ELEVATION 4 W-4 FEATURE PRO PERIMETER FIXTURE SCALE5 W -4-S SALON STYLING TOOLS PERIMETER FIXTURE SCALE 314"=1'-0" 314"=1'-0" A PERIMETER FIXTURES FOR ANY QUESTIONS ABOUT THE FIXTURES DETAILED ON THIS SHEET, PLEASE CONTACT: CAP & ASSOCIATES, INC. 445-455 MCCORMICK BLVD. COLUMBUS, OHIO 43213 (P) 614-863-3363 (F) 614-863-3603 CONTACT: CHARLENE PKOSNICK SCALE 314"=1'-0" rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01124112 BID ISSUE 01/24/12 PERMIT ISSUE 01125/12 JOB NUMBER 11104 SHEET NAME A1.1A CS Q7 cD CV P E �� -3 N U W% QD coo _ O d r � � vD co i .- cc a) 9��I � C/ � N O U C coo C i IF PN N. GEOGf G °o' f�IZO X27 ". 015 T AB RAWINGS AND SPECIFICATIONS A%IDEA GNSAND ARRANGEMENTS RE ESENTE HEREBY ARE AND SHALL REM. N THE PROPERTY OF THIS OFFICE: AND NO PA T THEREOF SHALL BE COPIED, DISCL ED TO OTHERS OR USED IN THE CONNE ION WITH ANY WORK OR PROJECT OTHER'r N "THE SPECIFIC PROJECT FOR WHICH TH Y HAVE BEEN PREPARED AND DEVELOPE WITHOUT THE WRITTEN CONSENT F THIS OF. 'E. VISUAL CONTACT WITH SE DRA GS OR SPECIFICATIONS SHALL C TITUTE NCLUSIVE EVIDENCE OF ACC C F THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. J 2011 ROLA SOLUTIONS, INC. CO20 ROBERT G. LYON & A550CIATES, INC. LLITA U T Y ULTA #537 MARKETPLACE AT SEMINOL E TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 PERIMETER FIXTURE DETAILS DRAWN BY JD CHECKED BY RL JOB NUMBER 11104 SHEET NAME A1.1A I�r FOR ANY QUESTIONS ABOUT THE FIXTURES j DETAILED ON THIS SHEET, PLEASE CONTACT: . ,w,,,, CAP & ASSOCIATES, INC..,,:m.:, 445-455 McCORMICK BLVD. �,r®tis�q,mmmwemat®mmmmmar�mmmmmmm�4 COLUMBUS, OHIO 43213 FOR BLOCKING AND LOOSE CLEAT ^ (P) 614.863-3363 HEIGHTS, REFER TO DETAIL 91A1.16 (F) 614-863-3603 a■ =� _, - = t P"71asolutions, inc. CONTACT: CHARLENE PROSNICK VALANCE SIGN WI VALANCE SIGN WI Schill00 er Parke sSte 176 zJ TRANSLUCENT WHITE PANEL TRANSLUCENT WHITE PANEL M �.�;Us,,w�h�:U 1 p: 847.671.7452 h'.° / j55eI f: 847.671.4200 BY CAP & Associates AND INSTALLED BY G.C. BY CAP & Associates AND INSTALLED BY G.C. Iwww.rgIa.com GRAPHICS BY OTHERS GRAPHICS BY OTHERS ,r, � al ,r ? FOR INFORMATION ON a ^ . -..-- ��� FOR INFORMATION ON ' r ....,.....4�W..�.-.-.-���,�ry�la VALANCE, REFER TO �l ��- Tri VALANCE, REFER TO REVISIONS: DATE: I ARCHITECTURAL DETAILS a�w 1 ARCHITECTURAL DETAILS r LL &ULTA REVIEW 01/24/12 _ U � � DRAWN BY II II II II II II II �I II II II II T II I II II II II II II II II II II II II II II T II II II II JOB NUMBER II II II II I II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II M II II T II II II II II II II II II II II II II i II - II II I 4'-1" I�r FOR ANY QUESTIONS ABOUT THE FIXTURES j DETAILED ON THIS SHEET, PLEASE CONTACT: . ,w,,,, CAP & ASSOCIATES, INC..,,:m.:, 445-455 McCORMICK BLVD. �,r®tis�q,mmmwemat®mmmmmar�mmmmmmm�4 COLUMBUS, OHIO 43213 FOR BLOCKING AND LOOSE CLEAT ^ (P) 614.863-3363 HEIGHTS, REFER TO DETAIL 91A1.16 (F) 614-863-3603 a■ =� _, - = t P"71asolutions, inc. CONTACT: CHARLENE PROSNICK VALANCE SIGN WI VALANCE SIGN WI Schill00 er Parke sSte 176 zJ TRANSLUCENT WHITE PANEL TRANSLUCENT WHITE PANEL M �.�;Us,,w�h�:U 1 p: 847.671.7452 h'.° / j55eI f: 847.671.4200 BY CAP & Associates AND INSTALLED BY G.C. BY CAP & Associates AND INSTALLED BY G.C. Iwww.rgIa.com GRAPHICS BY OTHERS GRAPHICS BY OTHERS ,r, � al ,r ? FOR INFORMATION ON a ^ . -..-- ��� FOR INFORMATION ON ' r ....,.....4�W..�.-.-.-���,�ry�la VALANCE, REFER TO �l ��- Tri VALANCE, REFER TO REVISIONS: DATE: I ARCHITECTURAL DETAILS a�w 1 ARCHITECTURAL DETAILS r LL &ULTA REVIEW 01/24/12 _ U � � I DRAWN BY II II I .FIS................I,...............a14. I II III I I III I I I III I � I I I I I I I I I I I EX11' JIT. . J..... _.III. III I III JD I I CHECKED BY �9 II II II II II II II II II II II JOB NUMBER 11104 II II II II II II I II II II II II II II II II II I II II II � ALUMINUM �— BACK PANEL II - II II I j �� II II I II II I II II II II TRIM FROSTY WHITE II II II II II II II II II II II II II I II II II II II II I LAMINATE I I 3.) RECE I I I I II II %I'slots 1' 4.) PULL: VIN GLASS SHELVING RECESSED SUPPLIED BY ULTA STANDARDS AND INSTALLED BY GC. �> r cn c W = 17 h C-3 DIVIDER PANEL - TRANSLUCENT WHITE In ACRYLIC ELECTRICAL OUTLETS: (W -5-S ONLY) MILLWORK INSTALLER TO CUT HOLES ON SITE TO ACCOMMODATE ELECTRICIAN FOR BLOCKING AND LOOSE CLEAT 33,' PROVIDED DUPLEX OUTLETS. EACH OUTLET HEIGHTS, REFER TO DETAIL 9IA1.1B IS ON A SEPARATE CIRCUIT AND IS TO BE o LABELED BY THE EC WITH THE CIRCUIT SOLID SURFACE NUMBER. PLUG STRIP TO BE MOUNTED AT FROSTY WHITE MIRAGE SF-1THE CENTER OF THE PULL OUT DRAWER AND NOTE: CAULK ALL SOLID I PLUGGED INTO EACH DUPLEX. I N SURFACES TO MILLWORK = I REFER TO ELECTRICAL DRAWINGS FOR ALL LOCATIONS. NOTIFY ARCHITECT OF ANY z4" DISCREPANCIES PRIOR TO CUTTING HOLES. 1IKIVI RACE I DRAWN BY II II I .FIS................I,...............a14. I II III I I III I I I III I � I I I I I I I I I I I EX11' JIT. . J..... _.III. III I III JD CHECKED BY �9 II II II II II II II II II II II JOB NUMBER 11104 II II II II II II II II II II II II II II II II I II II II � II II II 6— II I II II 3'i II - II II I I I it II II I II II I II II II II II II I 1 I I I is II II II II II II II II II II II V-224" BID ISSUE 01/24/12 PERM] r ISSUE 01125112 FROSTY WHITE (MEL) RUBBER COATED PIN_ WHITE (3 PER DRYER) IVORYWOOD KYDEXHAIR DRYER DISPLAY, = — �— SHELF, and BRACKETS � ` - PERSPECTIVE i o BY CAPCn r��mmmmmmm ®mmmmmmmmmmmmmm.� m Lu ELECTRICAL OUTLET i SV I� tC) 6 O MATERIALS: r U DIVIDER PANEL s '� s 1.) MELAMINE: / FROSTY WHITE - TRANSLUCENT WHITE 2.) LAMINATE: FROSTY WHITE — o `* �'-' = f1' lU ACRYLIC 1 u u -MWNrO HINGE ` C 2, 3.) RECESSED STANDARD:/ slots 1 o.C. TorNDcrIIpt4E _ q) r I r 4.) DIVIDER: TRANSLUCENT WHITE wl « ; RECESSED STANDARDS ALUMINUM TRIM ry LUSICN �' U 5.) PULL: HAFELE 151.35.207 FNDCA�P FIXTURE `- 0 ' 7, 4-1 SOLID SURFACE AL" FROSTY WHITE MIRAGE SF -1 - -- — NOTE: CAULK ALL SOLID IGRAPHIC PLAN. aC - oSURFACES TO MILLWORK ftm f Sim 1/INVI RARF 1'-74, , IN -5 ELEVATION IN -5 SECTION 4z, 1'_74 4: �� ALL SHELF HEIGHTS TO BE COORDINATED ' • �r.'t W -5-S ELEVATION W -5-S SECTION WITH OWNER o• �DSrLp�� A. G�UGH�'�gN �r W-5 MASSIPRO PERIMETER FIXTURE SCALE W -5-S SALON STYLING TOOLS PERIMETER FIXTURE SCALE 12 AL -C MOUNTING INSTRUCTIONS SCALEft 00.9 5427 w 6 314"=1'-0" 7 314"=1'-0" NTS G. , SCALE B PERIMETER FIXTURES 314"=1'-0" � INA All II iI .e) f ] FOR BLOCKING AND LOOSE CLEAT i II HEIGHTS, REFER TO DF_TAIL101A1.1B ) I � SEAL' 1' GRAPHIC OR BRANDING OVER 3' � E W N " N 'IFICATIONS IL SONART 7213-60 — VORYWOOD �.-..�.,�-,....,,...-- ..-, . Zai 3 TH ABOV I G� A D SLUCENT WHITE PLEXI.3i ND IDEAS, ONS ANDARRANGEMENTS PRESENTE EREBY ARE AND SHALL AIN THE PH RTY OF THIS OFFICE: AND """_'3 ART TI IERE ALL BE COPIED, DI 05ED TO OT S OR USED IN THE .� CO -CTIONWIHI YWORKORPROJECT OTH "rHAN'[FIE SPECIFIC PROJEOr FOR MILLWORK ARCH FOR BLOCKING LOCATED IN PERIMETER & FOR BLOCKING LOCATED IN PERIMETER & FOR BLOCKING LOCATED IN PERIMETER & UEVEWHIC EY irA is BEEN PREPAREUANU I PROVIDED BY CA INTERIOR WALLS INTERIOR WALLS INTERIOR WALLS THESE NGS O r THE WRITTEN CONSENT OF THIS ICE. VISUAL CONTACT WITH i THESE D I'ON LU SPECIFICATIONS SHALL 1 I , NSTI IU 'ONCLUSIVE EVIDENCE OF SEE INSTALLATION DETAIL GIA1.1C SEE INSTALLATION DETAIL GIA1.1C SEE INSTALLATION DETAIL GIA1.10 PTAN FTHESERES'TRICTIONS. WRI SIGNS ON THESE DRAWINGS SHALL HA ECEDENCE OVER SCALED I DI MENSION5: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE 4 uiN VARIATIONS FROM NOTIFIED DIMEN ONS AND CONDI'rIONS SHOWN BY TI IESE DRAWINGS. ch SHOP DETAILS MUS'r BE SUBMITTED TO THIS Y WHITE (MEL) INSTALL UPPER HANGER RAIL R WITH FABRICATION. INSTALL UPPER HANGER RAIL UFFICEFORAPPROVALBEFORE PROCEEDING TO WALL AS SHOWN USE LIQUID NAIL OR CONSTRUCTION ADHESIVE AND MINIMUM 2 TO WALL AS SHOWN USE LIQUID NAIL OR 02011 RCLASOLUPONS,INC. 512011 ROBERT ,. LYON .SASSOCIAIES, INC. SCREWS PER STUD CONSTRUCTION ADHESIVE GLASS SHELVING AND MINIMUM 2 SCREWS PER STUD I SUPPLIED BY ULTA 2X8 BLOCKING IN WALL AND INSTALLED BY 2X8 BLOCKING IN WALL INSTALL UPPER HANGER RAIL GC. TO WALL AS SHOWN USE LIQUID NAIL OR CF ST NDA - l CONSTRUCTION ADHESIVE AND MINIMUM 2 s E A u T Y LOOSE I SCREWS PER STUD ULTA #537 CLEAT 2X8 BLOCKING IN WALL INSTALL j _ MARKETPLACE AT SEMINOLE d TOWN CENTER co SOITE INSTALL MIDDLE HANGER RAIL INSTALL MIDDLE HANGER RAIZ SAN ORDzo 1751 WP �FL BLVD.LL 27 1 TO WALL AS SHOWN USE LIQUID NAIL OR :o TO WALL AS SHOWN USE LIQUID NAIL OR �; _ CONSTRUCTION ADHESIVE I INSTALL MIDDLE HANGER RAIL AND MINIMUM 2 SCREWS PER STUD CONSTRUCTION ADHESIVE AND MINIMUM 2 LS: I TO WALL AS SHOWN USE LIQUID NAIL OR SCREWS PER STUD MINE: 4" FROSTY WHITE_ CONSTRUCTION ADHESIVE AND MINIMUM 2 2X8 BLOCKING IN WALL PERIMETER ATE: IVORYWOOD SCREWS PER STUD FIXTURE SSED STANDARD: 2X8 BLOCKING IN WALL — 2X8 BLOCKING IN WALL DETAILS °'c I INSTALL LOWER NAILER RAIL HAFELE 151.35207 I I INSTALL LOWER NAILER RAIL I I I INSTALL LOWER NAILER RAIL TO WALL AS SHOWN TO WALL AS SHOWN j TO WALL AS SHOWN '� YSRN L BASE 1 VV -5A SECTION BLOCKING HEIGHTS: BLOCKING HEIGHTS: BLOCKING HEIGHTS: 8 -5A COSMETIC PERIMETER FIXTURE SCALE 9 W-1 W-2 W-5 AND W -5-S SCALE 10 W-3 W-4 W -4-S W-6 SCALE 11 W-7 SCALE 314"=1'-0" 314"=11-011 314"=1'-011 31411_11-011 SCALE PERIMETER FIXTURES DRAWN BY TRAN JD CHECKED BY �9 JOB NUMBER 11104 -Iv W FROST A1.16 3'i II - II II I I I it II II I II II I II II II II II II I 1 I I I is II II II II II II II II II II II II II I II II II II II II I MATERIA 1.) MF_LA 2.) LAMIN I I 3.) RECE I I I I II II %I'slots 1' 4.) PULL: VIN �.-..�.,�-,....,,...-- ..-, . Zai 3 TH ABOV I G� A D SLUCENT WHITE PLEXI.3i ND IDEAS, ONS ANDARRANGEMENTS PRESENTE EREBY ARE AND SHALL AIN THE PH RTY OF THIS OFFICE: AND """_'3 ART TI IERE ALL BE COPIED, DI 05ED TO OT S OR USED IN THE .� CO -CTIONWIHI YWORKORPROJECT OTH "rHAN'[FIE SPECIFIC PROJEOr FOR MILLWORK ARCH FOR BLOCKING LOCATED IN PERIMETER & FOR BLOCKING LOCATED IN PERIMETER & FOR BLOCKING LOCATED IN PERIMETER & UEVEWHIC EY irA is BEEN PREPAREUANU I PROVIDED BY CA INTERIOR WALLS INTERIOR WALLS INTERIOR WALLS THESE NGS O r THE WRITTEN CONSENT OF THIS ICE. VISUAL CONTACT WITH i THESE D I'ON LU SPECIFICATIONS SHALL 1 I , NSTI IU 'ONCLUSIVE EVIDENCE OF SEE INSTALLATION DETAIL GIA1.1C SEE INSTALLATION DETAIL GIA1.1C SEE INSTALLATION DETAIL GIA1.10 PTAN FTHESERES'TRICTIONS. WRI SIGNS ON THESE DRAWINGS SHALL HA ECEDENCE OVER SCALED I DI MENSION5: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE 4 uiN VARIATIONS FROM NOTIFIED DIMEN ONS AND CONDI'rIONS SHOWN BY TI IESE DRAWINGS. ch SHOP DETAILS MUS'r BE SUBMITTED TO THIS Y WHITE (MEL) INSTALL UPPER HANGER RAIL R WITH FABRICATION. INSTALL UPPER HANGER RAIL UFFICEFORAPPROVALBEFORE PROCEEDING TO WALL AS SHOWN USE LIQUID NAIL OR CONSTRUCTION ADHESIVE AND MINIMUM 2 TO WALL AS SHOWN USE LIQUID NAIL OR 02011 RCLASOLUPONS,INC. 512011 ROBERT ,. LYON .SASSOCIAIES, INC. SCREWS PER STUD CONSTRUCTION ADHESIVE GLASS SHELVING AND MINIMUM 2 SCREWS PER STUD I SUPPLIED BY ULTA 2X8 BLOCKING IN WALL AND INSTALLED BY 2X8 BLOCKING IN WALL INSTALL UPPER HANGER RAIL GC. TO WALL AS SHOWN USE LIQUID NAIL OR CF ST NDA - l CONSTRUCTION ADHESIVE AND MINIMUM 2 s E A u T Y LOOSE I SCREWS PER STUD ULTA #537 CLEAT 2X8 BLOCKING IN WALL INSTALL j _ MARKETPLACE AT SEMINOLE d TOWN CENTER co SOITE INSTALL MIDDLE HANGER RAIL INSTALL MIDDLE HANGER RAIZ SAN ORDzo 1751 WP �FL BLVD.LL 27 1 TO WALL AS SHOWN USE LIQUID NAIL OR :o TO WALL AS SHOWN USE LIQUID NAIL OR �; _ CONSTRUCTION ADHESIVE I INSTALL MIDDLE HANGER RAIL AND MINIMUM 2 SCREWS PER STUD CONSTRUCTION ADHESIVE AND MINIMUM 2 LS: I TO WALL AS SHOWN USE LIQUID NAIL OR SCREWS PER STUD MINE: 4" FROSTY WHITE_ CONSTRUCTION ADHESIVE AND MINIMUM 2 2X8 BLOCKING IN WALL PERIMETER ATE: IVORYWOOD SCREWS PER STUD FIXTURE SSED STANDARD: 2X8 BLOCKING IN WALL — 2X8 BLOCKING IN WALL DETAILS °'c I INSTALL LOWER NAILER RAIL HAFELE 151.35207 I I INSTALL LOWER NAILER RAIL I I I INSTALL LOWER NAILER RAIL TO WALL AS SHOWN TO WALL AS SHOWN j TO WALL AS SHOWN '� YSRN L BASE 1 VV -5A SECTION BLOCKING HEIGHTS: BLOCKING HEIGHTS: BLOCKING HEIGHTS: 8 -5A COSMETIC PERIMETER FIXTURE SCALE 9 W-1 W-2 W-5 AND W -5-S SCALE 10 W-3 W-4 W -4-S W-6 SCALE 11 W-7 SCALE 314"=1'-0" 314"=11-011 314"=1'-011 31411_11-011 SCALE PERIMETER FIXTURES DRAWN BY JD CHECKED BY RL JOB NUMBER 11104 SHEET NAME A1.16 (MINIMUM 2 PER TRACK) VV! k4) - V. IQ YJ _ ATTACH KICKER WEB HILTI X -U P.A.F. ATTACH KICKER WEB TO BEAM BOTTOM FLANGE TYPICAL RUNNER TRACK TO TOP OF TRACK W/ W/ (2) - 0.15711 0 (SEE PLANS FOR SIZE) (2) - 910 SCREWS KICKER BRACES HILTI X -U P,A.F. t 362S162-33 CONCRETE FLOOR SLAB @ 8'4" O.C. MAX. ALTERNATE ANCHORAGE CEILING LINE �. 2Y4" MINIMUM (SEE ARCH. DWGS) NOTE: EDGE DISTANCE O SUSPENDED ARCHITECT/ENGINEER OF RECORD P LIGHT GAGE_ METAL WA WALT_ STUDS (SE (SEE PLANS FOR SIZES) --L --------- ----- SUM BOARD Schiller Park, IL 60176 p: 847.671.7452 LL COVERING f: 847.671.4200 E ARCH PLANS) www.rgla.corn REVISIONS: DATE: LL & ULTA REVIEW 01124112 BID ISSUE 01124/12 PERMIT ISSUE 01/25/12 CEILING TO VERIFY TORSIONAL STABILITY NOTCH KERF FOR 2x8 WOOD BLOCKING 4 v� OF STEEL BEAM #9 -15x1%" 2 STUD FLANGE LIPS ,..4 TYPICAL a WALL STUD FOR STOCKROOM / SALES WALL ITW BUII_DEX "TRU-GRIP" NOTE: FOR BLOCKING � LATERALLY BRACE TO STRUCTURE O SCREWS, HEIGHTS/LOCATIONS, ABOVE USING ALTERNATING STUDS MIN. 2 PER SIDE SEE ARCHITECTURAL PLANS STANDARD TRACK ANCHORAGE 362S162-33 MAX•UNBRACED LENGTH OF 4'-0" O.C.. SEE PLAN FOR LOCATION A FLOOR ATTACHMENT SCALE E TYPICAL ATTACHMENT DETAIL SCALE E BLOCKING DETAIL SCALE q_ u, 121 a E `1r ` Nrd'N NTS NTS NTS ATTACH KICKER WEB CQ C9 � TO CONCRETE SLAB co 54MII_(16GAGE) ��� ATTACH KICKER WEB W/ (2) - 0.157 0 SLOTTED SLIP TRACK. TO ROOF DECK WITH HILTI X -U P.A.F. �► oi METAL DECK (4) - #10 SCREWS CONCRETE EMBED 1" MIN. C= _ U)r1 ATTACH SLOTTED SLIP TRACK �- SLAB A � w u TO MAIN STRUCTURE 1 GAP (SEE ATTACHMENT SCHEDULE) 0 O y; O ATTACH KICKER WEB �F f. OOTO TOP OF TRACK W/ �� �� �: 4 -#10 SCREWS ALTERNATE ANCHORAGE '' Q� GEOGHEG, 0 O o �pS� AN 1" GAP TO ALLOW SECTION VIEW FOR VERTICAL �� �� � : _ �� . KICKER BRACES �. �,�. RN 427 DEFLECTION NOTE: `� Ilk FOR ALTERNATE GAP AMOUNT, \ \ @ 8'-0" O.C. MAX.`{:'��' NOTIFY ARCHITECT/ENGINEER;: kk FOR STOCKROOM / SALES WALL Ilk MAX. LATERALLY BRACE TO STRUCTURE TYPICAL ----,---.ATTACH TRACK TO STUD FOR ATTACHMENT OF SLOTTED SLIP �� �� ABOVE USING ALTERNATING STUDS WALL STUD WITH SCREW TRACK TO WALL STUDS: TIGHTEN ��� ��� 362S162-33 MAX.UNBRACED @ EACH FLANGE. SCREWS, THEN BACK OFF 1/2 TURN. LENGTH OF 4'-0" O.C.. SEE PLAN CEILING LINE (SEE ARCH DWGS) FOR LOCATION , TOP s TRACK WALL STUD THE VE DRAWI AND SPECIFICATIONS AND I 5, DESIGN DARRANGEMENTS -- -- - - - RE PRE TED THER RE AND SHALL B TYPICAL SINGLE STORY CEILING ATTACHMENT SCALE E TYPICAL KICKER DETAIL SCALE REMAIN EPROPE 00fHET THIS DNTOFFICE: AND NTS NTS NO PART IEREOF SHAG COPIED, DISCLOSE O OTHERS O SED IN THE CONNECTIC WITH ANY WORK OR PROJECT OTHER THA HE SPECIFIC PROJECT FOR WHICH THE VE BEEN PREPARED AND DEVELOPED HOOT THE WRITTEN CONSENT RUNNER TRACK 'y OF THISUFFIC VISUAL 'OR SPECIFICATHTIONS I IE�SE DRAWIN ' OR SPECIFICATIONS SHALL STITUTE C CLUSIVE EVIDENCE OF A TANCE O HESE RESTRICTIONS. ATTACHMENT WRITTE SIONS ON THESE DRAWINGS SFIALL HAVE PRECEDENCE OVER SCALED I TYPICAL DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FORALL DIMENSIONS I RUNNER AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY TRACK BRACING SCHEDULE ITEMORDER # REMARKS CRCI1 112CR16 „BRC„ BRC -3 STUD SIZE = 3%" BRC -6 STUD SIZE = 6" OR 8" NOTE: CONNECTOR PARTS SHOWN ARE FOR MARINOMARE, CONTRACTOR TO SUBMIT PRODUCT INFORMATION FOR REVIEW IF ALTERNATE VENDOR IS SELECTED. TYPICAL VAR IATIONSFROM THE DIMENSIONSAND CONDITIONS SHOWN BY THESE URAWINGS. JAMB 51 IOP DETAILS MUST BE SUBMI FTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION - STUD ® 2011 RCG1 SOLUTIONS, INC. k V2011 ROBERT 0. LYON &ASSUCArES, INC. x l B E A U T Y 4 ULTA #537 X x MARKETPLACE AT SEMINOLE TOWN CENTER k 1751 WP BALL BLVD. 1 SANFORD, FL 32771 TYPICAL "CRC" (COLD ROLLED CHANNEL) WHERE BRACING TERMINATES AT STRUCTURAL WALL STUDTO BE SPACED AS REQ'D BY DESIGN BUILT-UP JAMB OR POST, EXTEND "CRC" DETAILS INTO PUNCH -OUT. ATTACH "CRC" TOP TRACK ATTACHMENT SCHEDULE MATERIAL FASTENER SPACING REMARKS CONCRETE 0157" 0 HILTI 32" O.C. EMBED 1" MINIMUM X -U P.A.F, (1) - #10 SCREW 32" O.C. MATERIAL z 43 MILS (> 1.8 GA.) STEEL (1) - #10 SCREW 16" O.C. MATERIAL < 43 MILS (< 18 GA,) OTHER ATTACHMENT TO BE APPROVED BY DESIGN ENGINEER TO JAMB OR POST WITH "BRC" WITH SCREWS @ PRE -DRILLED HOLES "BRC" TO BE ATTACHED WITH TYP. LATERAL BRACING SPLICE (2) - #10 SCREWS TO "CRC" AND TO THE STUD USE: (1) -12" LONG "CRC" INVERTED OVER CENTER OF SPLICE WITH MIN. (3) - #10 SCREWS CRC LATERIAL BRACING ON EACH SIDE OF SPLICE C LIN ATTACHMENT - MULTIPLE STORY SCALE F LATERAL BRACING DETAIL SCALE H NOT USED SCALE C CEILING NTS NTS NTS Lj DRAWN BY JD CHECKED BY RL JUBNUMBER 1110• SHEETNAME A1.1 C CEILING TO VERIFY TORSIONAL STABILITY NOTCH KERF FOR 2x8 WOOD BLOCKING 4 v� OF STEEL BEAM #9 -15x1%" 2 STUD FLANGE LIPS ,..4 TYPICAL a WALL STUD FOR STOCKROOM / SALES WALL ITW BUII_DEX "TRU-GRIP" NOTE: FOR BLOCKING � LATERALLY BRACE TO STRUCTURE O SCREWS, HEIGHTS/LOCATIONS, ABOVE USING ALTERNATING STUDS MIN. 2 PER SIDE SEE ARCHITECTURAL PLANS STANDARD TRACK ANCHORAGE 362S162-33 MAX•UNBRACED LENGTH OF 4'-0" O.C.. SEE PLAN FOR LOCATION A FLOOR ATTACHMENT SCALE E TYPICAL ATTACHMENT DETAIL SCALE E BLOCKING DETAIL SCALE q_ u, 121 a E `1r ` Nrd'N NTS NTS NTS ATTACH KICKER WEB CQ C9 � TO CONCRETE SLAB co 54MII_(16GAGE) ��� ATTACH KICKER WEB W/ (2) - 0.157 0 SLOTTED SLIP TRACK. TO ROOF DECK WITH HILTI X -U P.A.F. �► oi METAL DECK (4) - #10 SCREWS CONCRETE EMBED 1" MIN. C= _ U)r1 ATTACH SLOTTED SLIP TRACK �- SLAB A � w u TO MAIN STRUCTURE 1 GAP (SEE ATTACHMENT SCHEDULE) 0 O y; O ATTACH KICKER WEB �F f. OOTO TOP OF TRACK W/ �� �� �: 4 -#10 SCREWS ALTERNATE ANCHORAGE '' Q� GEOGHEG, 0 O o �pS� AN 1" GAP TO ALLOW SECTION VIEW FOR VERTICAL �� �� � : _ �� . KICKER BRACES �. �,�. RN 427 DEFLECTION NOTE: `� Ilk FOR ALTERNATE GAP AMOUNT, \ \ @ 8'-0" O.C. MAX.`{:'��' NOTIFY ARCHITECT/ENGINEER;: kk FOR STOCKROOM / SALES WALL Ilk MAX. LATERALLY BRACE TO STRUCTURE TYPICAL ----,---.ATTACH TRACK TO STUD FOR ATTACHMENT OF SLOTTED SLIP �� �� ABOVE USING ALTERNATING STUDS WALL STUD WITH SCREW TRACK TO WALL STUDS: TIGHTEN ��� ��� 362S162-33 MAX.UNBRACED @ EACH FLANGE. SCREWS, THEN BACK OFF 1/2 TURN. LENGTH OF 4'-0" O.C.. SEE PLAN CEILING LINE (SEE ARCH DWGS) FOR LOCATION , TOP s TRACK WALL STUD THE VE DRAWI AND SPECIFICATIONS AND I 5, DESIGN DARRANGEMENTS -- -- - - - RE PRE TED THER RE AND SHALL B TYPICAL SINGLE STORY CEILING ATTACHMENT SCALE E TYPICAL KICKER DETAIL SCALE REMAIN EPROPE 00fHET THIS DNTOFFICE: AND NTS NTS NO PART IEREOF SHAG COPIED, DISCLOSE O OTHERS O SED IN THE CONNECTIC WITH ANY WORK OR PROJECT OTHER THA HE SPECIFIC PROJECT FOR WHICH THE VE BEEN PREPARED AND DEVELOPED HOOT THE WRITTEN CONSENT RUNNER TRACK 'y OF THISUFFIC VISUAL 'OR SPECIFICATHTIONS I IE�SE DRAWIN ' OR SPECIFICATIONS SHALL STITUTE C CLUSIVE EVIDENCE OF A TANCE O HESE RESTRICTIONS. ATTACHMENT WRITTE SIONS ON THESE DRAWINGS SFIALL HAVE PRECEDENCE OVER SCALED I TYPICAL DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FORALL DIMENSIONS I RUNNER AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY TRACK BRACING SCHEDULE ITEMORDER # REMARKS CRCI1 112CR16 „BRC„ BRC -3 STUD SIZE = 3%" BRC -6 STUD SIZE = 6" OR 8" NOTE: CONNECTOR PARTS SHOWN ARE FOR MARINOMARE, CONTRACTOR TO SUBMIT PRODUCT INFORMATION FOR REVIEW IF ALTERNATE VENDOR IS SELECTED. TYPICAL VAR IATIONSFROM THE DIMENSIONSAND CONDITIONS SHOWN BY THESE URAWINGS. JAMB 51 IOP DETAILS MUST BE SUBMI FTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION - STUD ® 2011 RCG1 SOLUTIONS, INC. k V2011 ROBERT 0. LYON &ASSUCArES, INC. x l B E A U T Y 4 ULTA #537 X x MARKETPLACE AT SEMINOLE TOWN CENTER k 1751 WP BALL BLVD. 1 SANFORD, FL 32771 TYPICAL "CRC" (COLD ROLLED CHANNEL) WHERE BRACING TERMINATES AT STRUCTURAL WALL STUDTO BE SPACED AS REQ'D BY DESIGN BUILT-UP JAMB OR POST, EXTEND "CRC" DETAILS INTO PUNCH -OUT. ATTACH "CRC" TOP TRACK ATTACHMENT SCHEDULE MATERIAL FASTENER SPACING REMARKS CONCRETE 0157" 0 HILTI 32" O.C. EMBED 1" MINIMUM X -U P.A.F, (1) - #10 SCREW 32" O.C. MATERIAL z 43 MILS (> 1.8 GA.) STEEL (1) - #10 SCREW 16" O.C. MATERIAL < 43 MILS (< 18 GA,) OTHER ATTACHMENT TO BE APPROVED BY DESIGN ENGINEER TO JAMB OR POST WITH "BRC" WITH SCREWS @ PRE -DRILLED HOLES "BRC" TO BE ATTACHED WITH TYP. LATERAL BRACING SPLICE (2) - #10 SCREWS TO "CRC" AND TO THE STUD USE: (1) -12" LONG "CRC" INVERTED OVER CENTER OF SPLICE WITH MIN. (3) - #10 SCREWS CRC LATERIAL BRACING ON EACH SIDE OF SPLICE C LIN ATTACHMENT - MULTIPLE STORY SCALE F LATERAL BRACING DETAIL SCALE H NOT USED SCALE C CEILING NTS NTS NTS Lj DRAWN BY JD CHECKED BY RL JUBNUMBER 1110• SHEETNAME A1.1 C TYPICAL VAR IATIONSFROM THE DIMENSIONSAND CONDITIONS SHOWN BY THESE URAWINGS. JAMB 51 IOP DETAILS MUST BE SUBMI FTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION - STUD ® 2011 RCG1 SOLUTIONS, INC. k V2011 ROBERT 0. LYON &ASSUCArES, INC. x l B E A U T Y 4 ULTA #537 X x MARKETPLACE AT SEMINOLE TOWN CENTER k 1751 WP BALL BLVD. 1 SANFORD, FL 32771 TYPICAL "CRC" (COLD ROLLED CHANNEL) WHERE BRACING TERMINATES AT STRUCTURAL WALL STUDTO BE SPACED AS REQ'D BY DESIGN BUILT-UP JAMB OR POST, EXTEND "CRC" DETAILS INTO PUNCH -OUT. ATTACH "CRC" TOP TRACK ATTACHMENT SCHEDULE MATERIAL FASTENER SPACING REMARKS CONCRETE 0157" 0 HILTI 32" O.C. EMBED 1" MINIMUM X -U P.A.F, (1) - #10 SCREW 32" O.C. MATERIAL z 43 MILS (> 1.8 GA.) STEEL (1) - #10 SCREW 16" O.C. MATERIAL < 43 MILS (< 18 GA,) OTHER ATTACHMENT TO BE APPROVED BY DESIGN ENGINEER TO JAMB OR POST WITH "BRC" WITH SCREWS @ PRE -DRILLED HOLES "BRC" TO BE ATTACHED WITH TYP. LATERAL BRACING SPLICE (2) - #10 SCREWS TO "CRC" AND TO THE STUD USE: (1) -12" LONG "CRC" INVERTED OVER CENTER OF SPLICE WITH MIN. (3) - #10 SCREWS CRC LATERIAL BRACING ON EACH SIDE OF SPLICE C LIN ATTACHMENT - MULTIPLE STORY SCALE F LATERAL BRACING DETAIL SCALE H NOT USED SCALE C CEILING NTS NTS NTS Lj DRAWN BY JD CHECKED BY RL JUBNUMBER 1110• SHEETNAME A1.1 C TO JAMB OR POST WITH "BRC" WITH SCREWS @ PRE -DRILLED HOLES "BRC" TO BE ATTACHED WITH TYP. LATERAL BRACING SPLICE (2) - #10 SCREWS TO "CRC" AND TO THE STUD USE: (1) -12" LONG "CRC" INVERTED OVER CENTER OF SPLICE WITH MIN. (3) - #10 SCREWS CRC LATERIAL BRACING ON EACH SIDE OF SPLICE C LIN ATTACHMENT - MULTIPLE STORY SCALE F LATERAL BRACING DETAIL SCALE H NOT USED SCALE C CEILING NTS NTS NTS Lj DRAWN BY JD CHECKED BY RL JUBNUMBER 1110• SHEETNAME A1.1 C NUT USED A �,�; ` rgla solutions, inc. '•�"A, y'`"" 9',Ff G.C. TO PROVIDE MOISTURE RESISTANT 5100 River Road, Ste 125Schiller Park, IL 60176 3 518" MTL. STUD FRAMING SECURED BARRIER @ POURBACK p: 847.671.7452 +16'0'+l- �w1 - TO STEEL ANGLE AT STRUCTURE AND f: 847.671.4200 —u I T—STEEL DECK 1, 11 3 518" MTL . STUD FRAMING .w TO SAFETY GAGE www. r01 a. co rn SECURED TO STEEL ANGLE AT I EXISTING ROOF HATCH II STRUCTURE II STEEL DECK STEEL DECK G.C. TO ENSURE LEVEL POUR BACK II G.C. TO VERIFY EXTENT OF II= TO ALLOW FOR INSTALLATION OF SHEET ROCK ENCLOSURE GUT STUD LEGS STEEL DECK TENANT FINISHES REVISIONS: DATE: II REQUIREMENTS II BEND AS SHOWN �; „ 4 OPENING 411 LL&ULTA REVIEW 01124112 WI ELECTRICAL INSPECTOR OVERLAP WIDTH OVERLAP DIG UNDER SLAB BID ISSUE 01/24112 JOISTS f PERMIT ISSUE 01125112 OVERLAP NEW VISQUF_EN (10 MIL) JOISTS _ 4 4" OVER CUT PIECE II ° r--------------- I I : ✓ ° ° o VERLA 4 II I I II 3-516°x20 GA METAL `` DOWEL IN REBAR TO MATCH II I I II STUD FOR DIAGONAL I I -- II I I II BRACING WITH (3) -- -- -- EXISTING SLAB II No. 10 MIN. S.M.S. `'-� CUT STUD = R�I �I II AT EACH END .� LEGSSAND /� _ (#F 18 GARDOLC. EACH ESS OF CODE) SID BEN EOR II CUT STUD LEGS & AS SHOWN II II BENDAssFIowN,.' " WIDTH OF TRENCH II II — II I 'TRANSFORMER I II ELECTRICAL OR TUCK I ! I II 3-518"MTL STUD PLUMBING LINE BARRIER NEACHEXISTINGEVAPOR PROVIDE A 3' 0"MIN-� FRAMING WI SHEETROCK 3 518"x20 GAMETAL STUD 0 II I CLEARANCE TO ThIE \ I I ENCLOSURE ON (1) SIDE FOR DIAGONAL BRACING +13' 0" A.F.F. I SERVICE SIDE OF THE �� I I - ONLY FROM CEILING TO WITH (3) No. 10 MIN. S.M.S. ::; .. ,. 'TRANSFORMER AND 6" I STRUCTURE. I y AT EACH BACKFILL W/ SAND TAPE SEAM ACOUSTICALHLE 112'-10"A.F.F. f MIN. CLEARANCE"fOALL ` J END OR GRAVEL &COMPACT S °�' c"'v r� uNi a E SOFFIT SII OTHER SIDES. II 5" 3' 0" OR 6" HOLD\ GUT STUD LEGS AND BEND r N U T-0" OR 6" HOLD 5" ACOUSTICAL AS SHOWN Iq'i co co ro CEILING TILE -- — �_�----------------- ——::� ., —3-518"MTL STUD COO__ FRAMINGWlSHEETROCK C=L 0 fi w Co ------------------------ w -ENCLOSURE ON 1 O SIDE �� BTM OF TRANSFORMER SUPPORT ' EXISTING " w a, a ONLY FROM CEILING 70 > — ROOF LADDER `D STRUCTURE. GC MUST LEVEL TRENCH POUR BACKS +13'0"A.F.F, ...x'-.,.... �P®� TO ACCEPT TENANT'S FLOOR FINISHES ACOUSTICAL TILE+� 12'-10" A.F.F.COD w n SOFFIT ACOUSTICAL CEILING TILE °7 "5. c� `•L gid' 0' SCALE SCALE _ SCALE �. A TRANSFORMER WELL 1-1-a B CEILING DETAIL AT ROOF LADDER 1,_, „ C SLAB ON DE TRENCH DETAIL " 1 0 NTS ®� ' COMPRESSION STRUT AT EACH LATERAL UNDERSIDE OF FLOOR OR ROOF STRUCTURE 1 RESTRAINT, EXTEND TUBE TO BE TIGHT TO ABOVE f' INSTALL 3" W x 2'-10" L X 3/4" THK. W X 4' H FIRE TREATED �wb. CEILING GRID AND STRUCTURE ABOVE - THEN NO. 12 GA. VERTICAL WIRE HANGER 4-4/WD. BLOCKING UNDER IT CABINET 2'-6" -0" TO ALLOW CABINET TO SWING OPEN 2'-6"X4'-0" FIRE TREATED PLYWOOD EXISTING WALL i J �M "" IT CABINET PLYWOOD SECURELY ATTACHED "- INSTALL BOLT TO SECURE ONE TUBE TO THE O.C. @ MAIN RUNNER AND 8" MAX FROM TO WALL STUDS M, OTHER. TUBES SHALL LAP ONE ANOTHER AT WALL. LEAST 4" IN FULLY EXTENDED POSITION — RIGID ELECTRICAL_ CONDUIT- EMT (STRUT), - AT�ERAL BRACE -NO. 12 GA. SPLAY WIRES, SEF_ CHART FAIR (4), TYP. 12'-0" O.C. EACH WAY A D DIA. +1/4" RIGID ELECTRICAL,IC4NDUIT-EMT w. WITHIN 6'-0" ON EACH (STRUT) SE IT CABINET -PROVIDED BY DRILL 5/32" HOLE AND,, INSTALL118" BOLT AND "!HE OVE DRAW 'S AND SPECIFICATIONS GC TO INSTALL CODE COMPLIANT ARMSTRONG t AND I AS, DES G No ARRANGEMENTS 5�, LOCKING NUT r RRFPR EMAI ENTEDT ARE AND SHALL AND ULTA AND INSTALLED BY G.0 SEISMIC RX SUSPENSION SYSTEMS- ICC-ESR-1308HE F- — — — — I °°� INSTALL 3" W x 2'-10" L X 3/4" THK. N0. J4 GA. SPLAY WIRES FOUR (4) NOPAI rHEREOF. LBECDPIED, M t FOR ALL SUSPENDED CEILINGS AND ARMSTRONG DISCLD. DTOOTNEI ItUSEUIN'(FIE T 2 _ WD. BLOCKING UNDER IT CABINET ' '° coNNEc ONWIIIIANYWURKURNHUJEC7 2 MAX. TYF'. 12-0 O.C. EACH WAY AND UfHER'I' N'IHESPECIFICPROJECrFOR N I / TO ALLOW CABINET TO SWING OPEN SEISMIC JOINT CLIPS (ITEM # SJCG) FOR h _ "' , " WHICH'I .YHAVE BEEN PREPARED AND f229 I 'r: .'"WITHIN 6-O ON EACH WALL. DEVELOP >WIIHOUr'WEWRIrfENCONSENr SUSPENDED CEILINGS EXCEEDING 2,500 SQUARE OF IHISO ICE. VIBUALCUNI'ACI"WIIH 'fl IE - E of INCS OR SPECIFICA[ IONS SI IALL Il�ih,l + I 1 �u°'' � FEET. '` . �o ''el 'ONSTIFU - CONCLUSIVE EVIDENCE OF Wil' a"�. EPTA E OF THESE RESTRICTIONS. I _ ! SEE MANUFACTURES SPECIFICATIONS FOR MORE'•-<. --- - MAIN RUNNER WRI IMENSIONSONTHESEDRAWINGS SHAI9 �, VER SCALED INFORMATION AND INSTALL PER MANUFACTURES -SIN �� - - - � - _ ANDERE RESPONSIBLE FORL HAVE PRECEDENCE UALL DIMENSIONS �---''' _ CROSS RUNNER DIMENSIONS: CON TRACIORSSHALL VERIFY \ ,,+'•' i if0 M-229 GLASS STORAGE FIXTURE - GUIDELINES. '�.^'`l AND CONDI TIONS ON THE JOB AND THIS PROVIDED 4 - PROVIDED BY FIXTURE CONTRACTOR _`` _------- - OFFICE MUST BE NOTIFIED or ANY �� _ % �`=- -=��. VARIATIONS FROM THE DIMENSIONS AND \ AND INSTALLED BY G.C. MAX. SL OT END OF CONDITIONSSHOWNBYTHESEDRAWINGs. YLL�'m � SHOP DETAILS MUST BE SUBMITTED TO THIS TUBE TO FIT OVER SUSPENDED CEILING WIRE OFFICE FOR APPROVAL BEFORE PROCEEDING 2 -° SUSPENDED CEILING SYSTEM SPEC: F I WITH FABRICATION. ARMSTRONG - PRELUDE XL15/16" M-229EXPOSED TEE SYSTEM HD DUTY CLASS PLAN SUSPENDED CEILING SYSTEMS SHALL PLYWOOD 2'-6"x4' FIRE TREATED ELEVATION COMPLY WITH 2009 IBC & 2010 CBC IT CABINET - PROVIDED BY SECTION 808 AND ASTM C 635 & ASTM C636 ULTA AND INSTAI 1 FD BY G C COMPRESSION STRUT SIZING,,(EMT) , DIAMETER MAX LENGTH IT , Ami PLYWOOD SECURELY ATTACHED "- INSTALL BOLT TO SECURE ONE TUBE TO THE O.C. @ MAIN RUNNER AND 8" MAX FROM TO WALL STUDS M, OTHER. TUBES SHALL LAP ONE ANOTHER AT WALL. LEAST 4" IN FULLY EXTENDED POSITION — RIGID ELECTRICAL_ CONDUIT- EMT (STRUT), - AT�ERAL BRACE -NO. 12 GA. SPLAY WIRES, SEF_ CHART FAIR (4), TYP. 12'-0" O.C. EACH WAY A D DIA. +1/4" RIGID ELECTRICAL,IC4NDUIT-EMT w. WITHIN 6'-0" ON EACH (STRUT) SE IT CABINET -PROVIDED BY DRILL 5/32" HOLE AND,, INSTALL118" BOLT AND "!HE OVE DRAW 'S AND SPECIFICATIONS GC TO INSTALL CODE COMPLIANT ARMSTRONG t AND I AS, DES G No ARRANGEMENTS 5�, LOCKING NUT r RRFPR EMAI ENTEDT ARE AND SHALL AND ULTA AND INSTALLED BY G.0 SEISMIC RX SUSPENSION SYSTEMS- ICC-ESR-1308HE F- — — — — I °°� INSTALL 3" W x 2'-10" L X 3/4" THK. N0. J4 GA. SPLAY WIRES FOUR (4) NOPAI rHEREOF. LBECDPIED, M t FOR ALL SUSPENDED CEILINGS AND ARMSTRONG DISCLD. DTOOTNEI ItUSEUIN'(FIE T 2 _ WD. BLOCKING UNDER IT CABINET ' '° coNNEc ONWIIIIANYWURKURNHUJEC7 2 MAX. TYF'. 12-0 O.C. EACH WAY AND UfHER'I' N'IHESPECIFICPROJECrFOR N I / TO ALLOW CABINET TO SWING OPEN SEISMIC JOINT CLIPS (ITEM # SJCG) FOR h _ "' , " WHICH'I .YHAVE BEEN PREPARED AND f229 I 'r: .'"WITHIN 6-O ON EACH WALL. DEVELOP >WIIHOUr'WEWRIrfENCONSENr SUSPENDED CEILINGS EXCEEDING 2,500 SQUARE OF IHISO ICE. VIBUALCUNI'ACI"WIIH 'fl IE - E of INCS OR SPECIFICA[ IONS SI IALL Il�ih,l + I 1 �u°'' � FEET. '` . �o ''el 'ONSTIFU - CONCLUSIVE EVIDENCE OF Wil' a"�. EPTA E OF THESE RESTRICTIONS. I _ ! SEE MANUFACTURES SPECIFICATIONS FOR MORE'•-<. --- - MAIN RUNNER WRI IMENSIONSONTHESEDRAWINGS SHAI9 �, VER SCALED INFORMATION AND INSTALL PER MANUFACTURES -SIN �� - - - � - _ ANDERE RESPONSIBLE FORL HAVE PRECEDENCE UALL DIMENSIONS �---''' _ CROSS RUNNER DIMENSIONS: CON TRACIORSSHALL VERIFY \ ,,+'•' i if0 M-229 GLASS STORAGE FIXTURE - GUIDELINES. '�.^'`l AND CONDI TIONS ON THE JOB AND THIS PROVIDED 4 - PROVIDED BY FIXTURE CONTRACTOR _`` _------- - OFFICE MUST BE NOTIFIED or ANY �� _ % �`=- -=��. VARIATIONS FROM THE DIMENSIONS AND \ AND INSTALLED BY G.C. MAX. SL OT END OF CONDITIONSSHOWNBYTHESEDRAWINGs. YLL�'m � SHOP DETAILS MUST BE SUBMITTED TO THIS TUBE TO FIT OVER SUSPENDED CEILING WIRE OFFICE FOR APPROVAL BEFORE PROCEEDING 2 -° SUSPENDED CEILING SYSTEM SPEC: F I WITH FABRICATION. ARMSTRONG - PRELUDE XL15/16" M-229EXPOSED TEE SYSTEM HD DUTY CLASS PLAN SUSPENDED CEILING SYSTEMS SHALL PLYWOOD 2'-6"x4' FIRE TREATED ELEVATION COMPLY WITH 2009 IBC & 2010 CBC IT CABINET - PROVIDED BY SECTION 808 AND ASTM C 635 & ASTM C636 ULTA AND INSTAI 1 FD BY G C COMPRESSION STRUT SIZING,,(EMT) , DIAMETER MAX LENGTH 1/2" ;4r-0" 3/4" 111 61-611 11/4" 81-611 11/y 9'-10" " CEILING KUNNF_R HANGER AND STRUT D_TAI_ Qu M A �/ © 2011 RGLA SOLUTIONS, INC. / V _ �IiA NO. 12 WIRE_ HANGER 02017ROBERTO.LYONBASSOCWTES,INC. jz NOTE_: INSTALL 2" MINIMUM WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES B E A U T Y \SUSPENDED CEILING AT WALL DETAIL 2x10 WALL BLOCKING SECURELY SUSPENDED CEILING NOTES: 7. SPRINKLER HE�DS AND OTHER PENETRATIONS OF THE SUSPENDED CEILING ' uLTA 9537 MARKETPLACE AT SEMINOLE ATTACHED TO WALL STUDS. BLOCKING ATTACHMENT SIMILAR 1. PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM ,�' WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RING, TOWN CENTER IT CABINET TO STRUCTURAL DETAIL ON 2. MAIN RUNNER SUPPORT TO BE NO. 12 GA, VERTICAL./WIRE HANGER @ T-0" SLEEVE OR ADAPTOR,,.THR000H THE CEILING TILE TO ALLOW FOR FREE 1751 WP BALL BLVD. SANFORD, FL `32771 SHEET A1.1 C 1II ,I O.C. @ AND 8I -0 MAX. FROM EACH WALL. ATTACH TO,SUSPENSION SYSTEM AND MOVEMENT OF AT LEAST 1 -,,IN ALL HORIZONTAL DIRECTIONS. INSTALL 3" W X 2-10" L X 3/4" THK. IT CABINET TO STURCTURE ABOVE WITH MINIMUM THREE TIG�T'TURNS IN 11/2" 8. MINIMUM 2"WALL MOLD ING°�,,, WD. BLOCKING UNDER IT CABINET TO ALLOW CABINET TO SWING OPEN 3. LATERAL BRACING @ 12'-0" O.C. EACH WAY AND 6'-0" FROM EACH WALL 9. GRID MUST BE ATTACHED TO TWO ADJACENT WALLS -OPPOSITE WALLS MUST •~``-ALL BRACING TO BE FOUR (4) N0, 12 WIRES ATTACHED TO MAIN RUNNER WITH FOUR HAVE A 3/4" CLEARANCE �,• SIDES & FACES TO BE —_-� TIGHT TURNS IN 11/2". ATTACH WITHIN "'OF CROSS RUNNER. SPLAY WIRES 90 10. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO STRUCTURAL COVERED WITH 3/4" FIRE PLYWOOD DEGREES FROM EACH OTHER AND 45 DEGREES FROM THE PLANE OF THE PREVENT THEIR SPREADING AND/45 DETAILS DETAILS TREATED PROVIDE STRUT AT LOCATION OF SPLAY WIRES AND FASTEN TO THE 11. CEILING AREAS OVER 1,000 SF MUST HAVE,,.HORIZONTAL RESTRAINT WIRE OR �- 3-5/8" 18 GA. METAL STUDS MAIN RUNNER AND TO THE STRUCTURE ABOVE. RIGID BRACING 3-5/a° 18 GA. METAL STUDS @ 16" O.C. 4. ALL CEILING RECESS% LIGHT FIXTURES TO HAVE TWO NO. 12 WIRE- 12, CEILING AREAS OVER 2,500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR 3/4" FIRE TREATED PLYWOOD HANGERS CONNECTED/T-0 THE FIXTURE HOUSING WITHIN 3" CORNERS AT FULL HEIGHT PARTITIONS DRAWN BY SECURELY FASTEN METAL OPPOSITE CORNERS./CONNECT TO STRUCTURE ABOVE. THESE WIRES MAY BE 13. CHANGES IN CEILING PLANE MUST HAVE POSITIVE_ BRACING �D CHECKED BY FRAMING TO EXISTING 3-5/8" METAL STUD RUNNER SLACK. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE,, INDEPENDENTLY RL PERIMETER WALL 5. EACH SURFXCE MOUNTED LIGHT FIXTURE TO HAVE MINIMUM OF 14 GA, SUPPORTED AND BRACED "°: POSITIVE CLAMPING DEVICES. PROVIDE A NO. 12 WIRE HANGER AT EACH 14. SUSPENDED CEILINGS MAY BE SUBJECT TO SPECIAL INSPECTION PER JOB NUMBER POWER DRIVEN FASTENER CLAMPINGIDEVICE TO THE STRUCTURE ABOVE. AUTHORITIES HAVING JURISDICTION '•,,„ O1 SECTION z SECTION a 6. CEICING MECHANICAL AND LIGHT FIXTURES OVER 50 LBS TO BE SUPPORTED 15. PERIMETER SUPPORT WIRES WITHIN 8"°� ABOVE. 11104 SEPARATELY FROM STRUCTURE �• "" SHEET NAME AMDD IT CABINET INSTALLATION SCALE E SUSPENDED CEILING INSTALLATION DETAIL SCALE 114 -1-0 111-1'-0" I I- FLOOR PLAN NOTES C, SHAMPOO: PROVIDE 18" HIGH BLOCKING @ 40" A.F.F. CENTERED FOR ROSE CABINET AND SURFACE MTD, HANGING CLEAT FOR WALL84 SQ. FT. 674 SQ. FT, EMPLOYEE 63 SQ. FT. STAGING 1. G.C. TO INSTALL ALL BLOCKING WITHIN/ OR SURFACE MOUNTED FOR ANCHORING FIXTURES AND ACCESSORIES. REFER TO CABINET, 6" STUDS AT 16" LOUNGE OFFICE RESPONSIBILITY SCHEDULE FOR ADDITIONAL INFO. D. STOCK/ STAGING: PROVIDE (7) ROWS OF SURFACE MOUNTED 2X4 FIRE TREATED HORIZONTAL BLOCKING (PAINTED P-1) FOR INSTALLATION OF 10'-0" 101 O.C. WI SOUND 102 103 LONG STANDARDS MTD TO FLOOR. SEE DETAIL 21A52 FOR ADDITIONAL INFORMATION �- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - �- --� 2. REFER TO FIXTURE PLAN AND FIXTURE BOOK FOR INFO OF BLOCKING REQUIREMENTS OF ALL OWNER SUPPLIED FIXTURES, 5. PATCH THE EXISTING ROOFING AS REQUIRED BY L.L. APPROVED ROOFING CONTRACTOR TO MATCH EXISTING WHERE NEW ROOF TOP BATT INSULATION 3. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED. 10� 518" DRYWALL TO I 4. BLOCKING INSTALLATION ATION NOTF_S: EQUIPMENT IS SPECIFIED, REFER TO MECHANICAL DRAWINGS. I �� DECK 104 A. PERIMETER WALL FIXTURE: INSTALL PLYWOOD HANGING CLEAT AS REQUIRED. VERIFY MOUNTING HEIGHT, SIZE AND 6. FOR THE INFILL OF NEW SLAB DUE TO SAWCUTTING AND OR PATCHING, G.C. IS TO ADHERE TO ASCI STANDARDS FOR POUR BACK, EXTENT WITH FIXTURE DETAILS. REINFORCING AND DOWELS INTO EXISTING ADJACENT SLAB. G.C. IS TO INSURE THAT UNDER SLAB VAPOR BARRIERS ARE INTACT AND IF I W W B. OFFICE: PROVIDE 18" HIGH BLOCKING 30" A.F.F. CENTERED FOR COUNTERTOP AND 36" HIGH BLOCKING 63" A.F.F. NOT, REPLACE AS REQUIRED IF PENETRATED. ( AA RICACPANEL. A H.Bo. 1 3 A D 1 I SII D !' A 105 I 133 SQ. FT, @ @ I ' -_ 3 B I CORRIDOR rgla solutions, inc. CENTERED FOR SHELVING. I I B 103 D sLA@� ' . '-' 104 5100 River Road, Ste 125 /) SCALE B I A Schiller Park, IL 60176 4 GENERAL NOTES I A O B I p: 847.671.7452 NTS 1 I B 3 B �I r ( f: 847.671.4200 - I�1 A1.3 I 3 106 I www.rgla.com PLAN KEY NOTES 70 G.C. TO INSTALL UI TA (FIXTURE CONTRACTOR) SUPPLIED WALL CLEAT & G.C. g❑ PROVIDE FIRE EXTINGUISHER- TYPE 10 #ABC @ 4' 0" MIN TO 5'-0" MAX A.F.F. INSTALL _ 1 _.._.-...... B I 217 SQ. FT. SUPPLIED & INSTALLED WALL BLOCKING(2 ROWS) AT HEIGHTS INDICATED IN FIRE EXTINGUISHERS WITH THE MANUFACTURER SUPPLIED HANGERS OR BRACKETS. 101 U °�°, yZ�„°N B 1- 107 :SHAMPOO/ 1❑ EXISTING DEMSINGIBUILDING WALL TO REMAIN WALL AT "W" FIXTURES ONLY. SECURE_ CLEAT TO BLOCKING. THEY SHALL BE SECURELY ANCHORED TO THE MOUNTING SURFACE IN I - - O I DRYING REVISIONS: DATE: PERIMETER I w-5 5 W--5 W--5 I ❑2 NOT USED FOR PERIMETER FIXTURES W-1, W-2, W-5 & W -5 -S -REFER TO DETAIL 91A1.1B FOR ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. G.C. TO I F - - - 15' 11"HOLD 10 B g 105 LL&ULTAREVIEW 01724112 PROVIDE (7) ROWS OF 2X4 HORIZONTAL FIRE RATED BLOCKING FOR BLOCKING &LOOSE CLEAT HEIGHTS. PURCHASE FROM NATIONAL FIRE SERVICES (REFER TO CONTACT ON CS -2). I F B A I BID ISSUE 01724/12 INSTALLATION OF 10'4' LONG STANDARDS SEE SHEET A5.2 FOR FOR PERIMETER FIXTURES W-3, W-4, W -4-S &W-6 -REFER TO DETAIL 10/A1.1 B FOR 8 1� 77 10 E11 I 716 SQ, FT. ADDITIONAL INFORMATION. BLOCKING & LOOSE CLEAT HEIGHTS. 10 SEE DETAIL D/A1.2 FOR VINYL BASE INSTALLATION AT PERIMETER FIXTURES I 4'-414" 16'-511 108 1 I SALON PERMIT ISSUE 01(25!12 4 G.C. TO PROVIDE PLYWOOD BLOCKING IN WALL FOR MIRRORS, REFER TO FOR PERIMETER FIXTURE_ W-7 - REFER TO DETAIL 111A1.1B FOR BLOCKING & LOOSE 11 G.C. TO PROVIDE (2) 2 X 12 FIRE TREATED WOOD BLOCKING IN WALL FOR LENGTH OF I 1 11-011 8 106 ❑ ELEVATIONS FOR MORE INFORMATION. CLEAT HEIGHTS. VALANCE ATTACH PLATE WITH 3112 LONG LAG BOLTS. SEE DETAIL 31A1.4 FOR ! 1 I 100 SQ. FT. ADDITIONAL INFORMATION 3A WOMEN ❑8 HOLD DRYWALL 318" FROM UNFINISHED FLOOR AT PERIMETER WALLS WHERE VINYL I 7 SKIM COAT WALL TO LEVEL 5 FINISH FROM FLOOR TO UNDERSIDE OF SOFFIT (VT -3) FLOORING AND WALLBASE (VB -1) OCCURS ONLY SEE DETAIL C THIS SHEET 12 REFER TO DETAIL 11P1.2 FOR WATER HEATER PROTECTION REQUIRMENTS I 1 A5.1 <t>___j 107 ❑6 NOT USEDNIL o I =< 3B C 6" STUD ON 4 j 8 HIS WALL F I 43 SQ. FT. rr A 6 6 'CORRIDOR 108 SCALE I A1.4 A1.4 3C B 110 C 7310 SQ. FT. 3 DIMENSION PLAN KEY NOTES NTS SALES I =r A5.1 109 CC I LINE OF EXISTING DEMISING/ EXTERIOR WALL. PATCH LATERALLY BRACE TO STRUCTURE ABOVE, REFER LATERALLY BRACE TO STRUCTURE ABOVE. REFER PERIMETER FIXTURE WIDTHS ARCH DIMENSIONS 100 ( g B 111 C I 98 SQ. FT. ® N o & REPAIR AS REQ'D TO MAINTAIN FIRE RATING. TO ATTACHMENT DETAILS DIA1.1C & EIA1.1C. �\y TO ATTACHMENT DETAILS DIA1.1C & EIA1.10 8 F I MEN " o d N U PROVIDE FIRE SAFING (AS APPROVED BY LOCAL FOR STOCKROOM I SALES WALL LATERALLY BRACE SOUND ATTENUATED BATT INSULATION TO EXTEND W-1 5O" A-2 197" I - C C 1 Og � ` M BUILDING DEP f)Af ROOF/ PARTITION INTERSECTION TO STRUCTURE ABOVE USING ALTERNATING STUDS l . -' 24" TO EITHER SIDE OF PARTITION 11 1 i - B { r TO MAINTAIN FIRE RATING. - MAX. UN -BRACED LENGTH OF 4'-0" O.C. � � W-2 37 A-3 294 I � I coo r I LINE OF CEILING - SEE REFLECTED CEILING PLAN LINE OF CEILING SEE REFLECTED CEILING PLAN ` - 18 GAUGE STUD AT OFFICE ONLY S 11 11 , C a 0D s W-3 37 A 4 245 f _. LINE OF -SEE REFLECTED CEILING PLAN •.o - I - - - - - - - - - - � u - � ®- - � � � - - - - - - � � v B - .� W-4 49" A-6 211" 7 10 511 e L 197" HOLD � - w W-4-S 49" A-8 441" a .I PROVIDE LEVEL 5 FINISH M IT n r '-- -- SOUND ATTENUATED INSULATION W-5 49" A-9 490" o _G 1 I C WALL CLEAT OCCURS AT PERIMETER WALL WALL CLEAT OCCURS AT PERIMETER WALL W_5 -S 49" Z-2 143° ` r 7 3D 8 FIXTURES ONLY. REFER TO NOTE 7 ON THIS SHEET. FIXTURES ONLY. REFER TO NOTE 7 ON THIS SHEET. SALON BACKWALL �� A s' WALL CLEAT - OCCURS AT PERIMETER WALL :r WALL CLEAT PROVIDED BY FIXTURE CONTRACTOR WALL CLEAT PROVIDED BY FIXTURE CONTRACTOR FIXTURES ONLY. REFER TO NOTE 7 ON THIS SHEET. Z -2-A ✓' I AND INSTALLED BY G.C, SECURE CLEAT TO AND INSTALLED BY G.C, SECURE CLEAT TO SALON BACKWALL M-513 t -s. r j WALL CLEAT PROVIDED BY FIXTURE CONTRACTOR q , �r1 @ BLOCKING, REFER TO SHEET A1.1B FOR HEIGHT BLOCKING, REFER TO SHEET A1.113 FOR HEIGHT 11 �+, / AND INSTALLED BY G.C. SECURE CLEAT TO E SPECIFICATIONS SPECIFICATIONS 10 .. r 1 BLOCKING, REFER TO SHEET AIAB FOR HEIGHT r f SPECIFICATIONS 518" TYPE "X" GYP. BD. (CEMENT BU. AS REQUIRED) ° 518" TYPE "X" GYP. BD. (CEMENT BD. AS REQUIRED) 7 cs� �,yCGEiF� Nt REFER TO DETAIL GIA1.1C FOR WALL BLOCKING REFER TO DETAIL GIA1.1C FOR WALL BLOCKING _ - REFER TO DETAIL GIA1.1C FOR WALL BLOCKING _ INSTALLATION DETAIL INSTALLATION DETAIL INSTALLATION DETAIL I 1 ° ; ¢� •- ; ' 'j,;� CRC BRACING REFER DETAIL F1A1,1C CRC BRACING REFER TO DETAIL FIA1.1C CRC BRACING REFER TO DETAIL FIA1.1C �- rnC' ��( " 1 '' ;, 518" TYPE "X" GYP. BD. ON 3 518" OR 6" MTL. STUD 3-518" MTL. STUD/ RUNNER @ U.N.O. 3-518" MTL. STUD/ RUNNER @ U.N.O. I I - PROVIDED BY LANDLORD � � - � � 17 _ -- FOR FLOOR ATTACHMENT SEE DETAIL A1A1.1C FOR FLOOR ATTACHMENT SEE DETAIL AIA1.1C ffj14 METAL FRAMING AT PERIMETER WALL N 1 10 w O Lu Lu w " O P,pR PIAS <9> © 518" DRYWALL AT PERIMETER WALL I 7 7 =i ' n VINYL WALL BASE LINE OF STRUCTURE ABOVE BRACE AS REQUIRED LATERALLY BRACE TO STRUCTURE ABOVE, REFER VINYL FLOORING CONTINUE UNDER DRYWALL 1 I 1 FOR CEILING ATTACHMENT, SEE DETAIL BIA1.1C & 18 GAUGE STUD AT OFFICE ONLY TO ATTACHMENT DETAILS DIA1.1C & E1A1.1C I REFER TO DETAIL CIA1.1C _ LINE OF CEILING - SEE REFLECTED CEILING PLAN LINE OF CEILING SEE REFLECTED CEILING P N A I 41A1.4 FOR MILLWORK 18 GAUGE STUD AT OFFICE ONLY I ARC SUPPORT �$ LINE OF CEILING -SEE REFLECTED CEILING PLAN 6" STUDS AT 16" HOLD DRYWALL 318" FROM UNFINSIHED FLOOR O.C. WI DIETRICH seA� TYP. AT ALL PERIMETER WALLS WHERE VINYL 1 O v CONNECTOR WI FLOORING AND WALL BASE ARE USED. I N CSV " FIE ABOVE DRA GS AND SPECIFICATIONS 7 518 DRYWALL TO D IDEAS, DESIC ANDARRANCEMEN'TS _ 1 DECK RESENTED TH YARE AND SHALL 1 R AIN THE PROPS . OF THIS OFFICE: AND N RT THEREOF S BE COPIED, I I �' °J 11 DIS OSED TO OTHER R USED IN THE N T V S A CO CTION WITH ANY WORK OR PROJECT WALL CLEAT - OCCURS AT PERIMETER WALL WALL CLEAT - OCCURS AT PERIMETER WALL WALL EAT - 0 URS AT PERIMETER WALL C DRYWALL DETAIL AT PERIMETER WALLS SCALE O I THAN THE SPECIFIC PROJECT FOR WHIG HEY NAVE BEEN PREPARED AND FIXTURES ONLY. REFER TO NOTE 7 ON THIS SHEET. - FIXTURES ONLY. REFER TO NOTE 7 ON THIS SHEET. FIXTURE ON . REFER TO NOTE 7 ON THIS SHEET. NTS r REVEL EU WITHOUTTHE WRITTEN CONSENT OF TI II• FFICE. VISUAL CONTACT WfTFI WALL CLEAT PROVIDED BY FIXTURE CONTRACTOR WALL CLEAT PROVIDED BY FIXTURE CONTRACTOR WALL CLE ROVIDED BY FIXTURE CONTRACTOR = THESE AWINOS LU SPECIFICATIONS SHALL k �,I CONST/ TE CONCLUSIVE EVIDENCE OF 4 AND INSTALLED BY G.C. SECURE CLEAT TO 1 °, AND INSTALLED BY G.C. SECURE CLEAT TO J AND IN ALL BY G.C. SECURE CLEAT TO 10 ACCEPT CE OF THESE RESTRICTIONS. BLOCKING, REFER TO SHEET A1.1B FOR HEIGHT BLOCKING, REFER TO SHEET A1.1B FOR HEIGHT ' BLOC NG, REF TO SHEET A1.1B FOR HEIGHT 2A 4A LL KITTEN MENSIONS ON THESE DRAWINGS SPECIFICATIONS SPECIFICATIONS `•' SP 11 ICATIONS Lra H PRECEDENCE OVER SCALED A5.1 A5.1 1 a J DI S: CONTRACTORS SHALL VERIFY %< U LU AND BE RESPONSIBLE FOR ALL DIMENSIONS 518" TYPE "X" GYP. BD. (CEMENT BD. AS REQUIRED) 518" TYPE "X" GYP. BD. 18 TYPE "X" GYP. BD., B TH SIDES O N AND CONDITIONS ON THE JOB AND THIS IA1.1C FOR WALL BLOCKING - REFER TO DETAIL G1A1.1C FOR WALL BLOCKING REFER TO DETAIL GIAII AC F WALL BLOCKING W OFFICE MUST BE NOTIFIED OF ANY I VARIATIONS FROM TI IE DIMENSIONS AND REFER TO DETAIL G o REFER TO DETAIL cy 01 CONDITIONS SHOWN BY THESE DRAWINGS. INSTALLATION DETAIL INSTALLATION DETAIL INSTALLATION DETAIL 41A1 THIS 3 A FOR ILLWORK SHOP DETAILS MUST BE FOR APPROVAL SUBMITTED PROOEEDINO { _._. O WITH FABRICATION. CRC BRACING REFER TO DETAIL FIA1.1C CRC BRACING REFER TO DETAIL FIA1.1C CRC BRACING REFER TO DETAIL F 1.10 ARC SUPPORT � PERIMETER FIXTURE I °' 3-518" MTL. STUD/ RUNNER @ U.N.O. 3-518" MTL. STUD/ RUNNER @ U.N.O. 6" 20 -GAUGE MTL. STUD/ RUNNER @ 1 " O.C. U.N.O. 6 6 m2on RBLAsolunors, INC. t A1.4' A1.4 �J 2011 ROBERT 0. LYON & ASSOCIATES, INC. FOR FLOOR ATTACHMENT SEE DETAIL AIA1.1 C JX: FOR FLOOR ATTACHMENT SEE DETAIL AIA1.1C FOR FLOOR ATTACHMENT SEE DETAIL AIA1.1 VINYL WALL BASE 7" INSTALLED TO KICK BY 1 11 © O NOM. © PROFESSIONAL INSTALLER 7 WI APPROVED MASTIC & E1, O INSTALLATION GUIDELINES 1 ' LINE OF STRUCTURE ABOVE PER MANUFACTURER B E A U T Y 74" 112" 1 " 5" LINE OF STRUCTURE ABOVE FOR CEILING ATTACHMENT, SEE DETAIL BIA1.1C 318" THK. PLYWOOD - 1 14 -GA BENT TRACK W12" VERT SLOTTED HOL WI #10 CIA1.1C SCRIBE TO FLOOR &NAIL i ULTA 9537 NOTE: TO BASE PRIOR TO VINYL S.M,S EA. SIDE INTO EA. STUD 4 LINE OF CEILING SEE REFLECTED CEILI PLAN BASE INSTALLATION I MARKETPLACE AT SEMINOLE G.C. TO INSTALL LATERAL CRC BRACING ON INTERIOR WALLS WITH PERIMETER 6° STUDS AT 16"n ,� TOWN CENTER r 2 ROWS OF #10 S.M.S AT 12' O.C. FIXTURES ONLY. REFER TO DETAIL FIA1.1C 1751 WP BALL BLVD. 20 -GA 6" MIL. STUD 1 RUNNER @ 1 O.C. (6005162-33) O.C. W/ 5/8"v=, SANFORD FL 32771 INTERIOR PARTITION WALL STUD TABLE MAXIMUM WALL STUD SIZE SPACING REMARKS WALL HEIGHT 12'-6" LINE OF CEILING - SEE REFL E ED CEILING PLAN 16" O.C. (ALL INTERIOR PARTITIONS)' NOTES: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O. NOTES: ALL STUDS TO BE BRACED WITH 150U50-54 COLD ROLLED CHANNEL (CRC) r EACH SIDE WI MIN. 112" GYPSUM BOARD SCREWED AT 12" O.C.) WALL CLEAT - OCCURS AT ERIMETER WALL DETAIL SHEET A1.1C " EXCEPT OFFICE WALLS (18 GA.) IXTURES ONLY. REFE 0 NOTE 7 ON THIS SHEET. LEAT tt Y FIXTURE CONTRACTORN TALBSECURE CLEAT TO e�S BLOCK G, RE RTO SHEETAIAB FOR HEIGHT SPECIFIC 1 S 518" TYP X" P. BD. (CEMENT BD. AS REQUIRED) (1) LAYS 112' IRE TREATED PLYWOOD (ONE SIDE REF TO DETAIL A1.1C FOR WALL BLOCKING ONLY l I TALLATION DETAI - (2 AYERS 518" TYPE ' " GYP. BD. EACH SIDE CRC BRACING - REFER T DETAIL FIA1.1C J., FOR FLOOR ATTACHMEN EE DETAIL AIA1.1 C i. INTERIOR PARTITION WALL STUD TABLE MAXIMUM WALL STUD SIZE SPACING REMARKS WALL HEIGHT 12'-6" 3623162-33 16" O.C. (ALL INTERIOR PARTITIONS)' NOTES: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O. NOTES: ALL STUDS TO BE BRACED WITH 150U50-54 COLD ROLLED CHANNEL (CRC) @ T-0" O.C. VERT. (BRACING NOT REQUIRED WHEN WALL STUDS ARE SHEATHED EACH SIDE WI MIN. 112" GYPSUM BOARD SCREWED AT 12" O.C.) FOR ALL CONNEC (IONS AND DETAILS, REFERENCE DEMISING I SHELL WALL DETAIL SHEET A1.1C " EXCEPT OFFICE WALLS (18 GA.) DRYWALL TOOA 10 z DECK BOTH SIDES \ 1 c, D VINYL BASE DETAIL AT PERIMETER FIXTURES SCALE - - - NTS _ _ - - - REFER TO DETAIL A o w m 41A1.4 FOR ILLWORK 8 1A ARC SUPPORT a CONSTRUCTION 1 A5.1 © PLAN 1 8 A 1 8 8 p 1 U wm HILTI 0.145 0 X -DNI AT 12 0.. ICC ESR -1663) WI 1 3-518 M I L. STUD I RUNNER U..O. NEW PARTITION WALLS, SEE WALL 'r MIN. EMBED ' REFER TO SHEET A1.1C FOR TOP AND BOTTOM ATTACHMENT DETAILS TYPES FOR FURTHER INFORMATION 20 GA 6' MTI,STUD/ RUNNER @ 16 .C.(6003162.43) PROVIDE MIN. 24" HIGH CEMENT BOARD @ FLOOR BEHIND ALL FRP. 100 WI #10 S.M.S EA. SIDE INTO EA. STUD • PROVIDE CEMENT BOARD UNDER ALL WALL TILE. _ EXISTING PARTITION + ALL BRACING AND SUSPENDED COMPONENTS ARE FROM STRUCTURE (NOT 1 ✓ FROM DECK). DO NOT PENETRATE THROUGH DECK ABOVE. ii Ihr i' NEW INSULATED PARTITION, SEE WALL TYPES FOR FURTHER INFORMATION H 2 HR. RATED O 7-/1 PLAS J TYPES SCALE 5 DETAILS SCALE 1 DIMENSION PLAN SCALE 1A1 2 VVALL I 111=11 NTS DRAWN BY JD CHECKED BY R JOB NUMBER 11104 SHEET NAME A1.2 (2) SECTIONS OF UNISTRUT INSIDE CABINET CONNECTING NOTE: SATIN METAL GRAPHIC FRAME, ACOUSTIC CEILING TILE BY G.C. BOTH THREADED RODS ACRYLIC INSERT, AND WOOD Q (2) 2 X 12 FIRE TREATED WOOD VALANCE BY FIXTURE CONTRACTOR BLOCKING IN WALL LENGTH OF INSTALL TWO 318" �' AND TO BE INSTALLED BY G.C. VALANCE ATTACH PLATE WITH 3 - - THREADED RODS PER � KICKER BACK LIGHTING FURNISHED BY VENDOR 112" LONG LAG BOLTS HEADER JOINT SPACED Q TO STRUCTURE I I AND ISTALLED BY G.C.. PER MANUFACTURERS c�` 48" O.C. MAX. GYP. BD. SOFFIT AND FRAMING BY G.C. CORNICE BRACKET WI ADJ. FLANGE RECOMMENDATIONS.Q ' AT 16" O.C. xx'! rgla solutions, inc, MANUF: CAPITOL HARDWARE I 800-327-6083 �Q I 5100 River Road, Ste 125 OgL CEILING .... ............... FINISH: ANTIQUE IVORY -- I++I +1' -------------- - ++; I ------------- L+ +; Schiller Park, IL 60176 p: 847.671 .7452 ELEV: I V-0" AFF STYLE: 2166 18" (+6" ADJ. FLANGE) -' NOTE: -- _ I � f: 847.671 .4200 www. r I' CORNICE BRACKET TO BE ATTACHED .-'' -_- 2 TO WOOD VALANCE WITH 1114" # 10 FIXTURE VENDOR PROVIDES THE r x.,.�m_��{... ���..��..._..;., ��� .� � � ��°° ax,�l�¢,e" °�uc,� ,µ � ,-..'� "�'� -'��x �:�- �, � � ACT-1 ' I I . I¢ SCREWS & TO WALL &BLOCKING FOLLOWING:ELEV: _ I V-0" AFF / REVISIONS: DATE: (FURNISHED BY FIXTURE ) mE '� "' / / / i LL R uLrnrTevlEw 01/24/12 CONTRACTOR AND INSTALLED BY (2) TWO 3/$" X 10'-0" PIECES OF ALL > / / G.G.) THREAD PER HEADER JOINT" 1 fin. � ,�. Tf l + r ----- I+ + BIUIssuE 01/24112 (1) ONE 80" PIECE OF UNISTRUT PER i`;? ',44,;�� w� r as GYP. BD. SOFFIT r _ +! _ __ Ii PERMIT ISSUE 01125/12 SECURE VALANCE TO ARCH SECURE HEADER JOINT - �' =�p.� ,�.u.�:u _--m- - ;:;.m ,., : ELEV: 6'-8" AFF SEE' _AN r WITH ALUM. ANGLE OR SPRING NUTS, HEX NUTS, WASHERS, MOLD e Tlq BRACKETWALL BLOCKING AT EACH END. AND UNISTRUT MOUNTING PLATES a n UNISTRUT c IANNEL 1518"518" a ELEV: 8'4' AFF X 1518" X 12 GAUGE GYP. BD. OVER ° ° `- CONTINUOUS 314" X 4" PLYWOOD 1 '� 3 51$" MTL. STUDS - BACKER GLUED TO WOOD VALANCE. ALIGN WITH BOTTOM OF CORNICE'" 2112" MTL. STUD BRACKET BRACE @48" Q.C. c� WOOD VALANCE WRAP TO STURCTURE SIGN BAND BY OTHERS BIO FRAME WALLCOVERING OVER ENDS AT TOP UNISTRUT CONNECT ; �� ATTACHED TO WALL ELEV T-0" o & BOTTOM ABOVE TO SUPPORT ARCH rn 318" THREADED ROD SATIN METAL GRAPHIC FRAME WITH ACRYLIC INSERT POP RIVOT TO SUPPORT ARCH 1 � N �cDNO Ii =1 BLOCKING AS V r<;' �C.% '� C:? o � Q GRAPHIC FRAMES TOGETHER REQUIRED ®�„ � _j r� r- SCALE SCALE �Lu CAULK SEAM TO PREVENT LIGHT SOFFIT DETAIL �. - `o `D 111=1' 0"- PENETRATIONS= _ _ w FLUORESCENT LIGHTING t REFER TO REFLECTED U ; w INSTALLED BY G.C. o CEILING PLAN FOR CEILING NOTE: G.C. TO PROVIDE 1 X 1 WHITE SHORT SECTION OF UNI-STRUT f — C, w LD TAPE AND USE GYP. COMPOUND ON INSIDE ARCH WI WASHERS &NUTS 371 VALANCE JOINTS FOR SMOOTH TRANSITION EGG CRATE LOUVER AT o CONNECTING BOTH THREADED RODS !TM - m PRIOR TO WALLCOVERING INSTALL. DF_RMALOGICA ONLY, SEE SHEET A2.1 FOR LOCATION, AT EACH JOINT I a _ ✓ �., WRAP WALLCOVERING OVER ENDS AT TOP G.C. TO PROVIDE WHITE MILLWORK BUILDOUT a f 1 C y AND BOTTOM OF WOOD VALANCE ALUMINUM ANGLE, ALIGN WITH NOTE: PROVIDED BY FIXTURE — — — —.........' — — — —' — ASI . .I'�� FASTENERS 6',�` G.C. TO USE SPRAY ON CONTACT CEMENT BOTTOM EDGE OF VALANCE AND INSTALL ON PERIMETER OF ALL ARCHES INSTALLED SUPPORTS SUPPLIED CONTRACTOR INSTALLED AND INSTALLED BY G.C. BY G.C. j z - I \ / Iry I O.C. CONTERSUNK ®. eNA.c�ocy WALLCOVERING I BUILT-IN PLYWOOD REINFORCING TO ADHERE VALANCE OPENING TO SUPPORT EGGCRATE TIGHT TO CEILING TILES � 3 ��-' I ��li�ril1�'���ill � e SECTION 3/8" THREADED ROD @48"O.C. I / IIS / II,II,i,IIL„,; -'}' SHIMS AS REQUIRED. BY INSTALLER. ; I 1 ` ,_v i CLIPANGLE �. ` ; PROVIDE BRACING STOREFRONT @ 48” O.C. WIRE GER"1x1111 HAN I y� I \ II I r I i--- TAPE FILL, AND SAND, BY INSTALLER. PLYWOOD BLOCKING AS SOFFIT DETAIL AT DERMALOGICA SCALE __-, ARCD DETAIL SCALE 1 -1 0- NOTE: SATIN METAL GRAPHIC FRAME F ACOUSTIC CEILING TILE BY G.C. 1��` "`� `CONTINUETOSTRUCTURE ABOVE — '1 I / I I I " r '"' REQUIRED BY INSTALLER. ACRYLIC INSERT, AND WOOD VALANCE BY FIXTURE CONTRACTOR AND TO BE INSTALLED BY G.C. (2) 2 X 12 FIRE TREATED WOOD`� BLOCKING IN WALL LENGTH OF 4 _4 - \ \ ` I I NOTE: I I COORDINATE HEIGHT, WIDTH, I I �- — L— -- �- — — — — — J;ijllil"I"rix SUPPORTS SUPPORTS AS REQUIRED. BY INSTALLER. ) LIGHTING FURNISHED BY VENDOR VALANCE ATTACH PLATE WITH 3 112" LONG LAG BOLTS ? `, � AND LOCATION OF PLATFORM ' WITH SIGN VENDOR � AND (STALLED BY G.C.. .�' D11 FIRE TREATED PLYWOOD SEAL: GYP. BD. SOFFIT AND FRAMING BY G.C. CORNICE BRACKET WI ADJ. FLANGE f _NI — 6" 18 GAUGE STUDS @ 16" O.C. AT 16" O.C. MANUF: CAPITOL HARDNJARE 1 � 99 3 !%"`` � - �� ------------------- Q � — — _ — — — — — — — — — — — — — — — 6"18 GAUGE TRACKAT ENDS OF sTuus THEABOVE �'GNS AND ARRANGEMENSPECIFICATIONS AND IDEA. �-F$ REPRESENT THEREBY ARE AND SHALL 800-327-6083 FINISH: ANTIQUE IVORY -. INSIDE THE EXTENT OF GYP. BD. CEILING FRAMING UNISTRUT CHANNEL 1518" X 1 518"X12GAUGE REMAIN THE P F'ERTY OF THIS OFFICE: AND ND PnitI THEk )F SI [ALL BE COPIED, ro 6A COLUMN COVER CONNECTION DETAIL SCALE 11_ I " 1 -O -� -O _ CEILING ............................................................... STYLE: 2166 18" + ADJ. FLANGE) j 1 ; � - 1'6" I I METAL ANGLE " RECESSED LIGHT FIXTURE CONNECHONWIIIIIANY(WORKOtIPROJECr OTHER THAN TH SPECIFIC PROJEcr FOR ELEV:11'-0"AFF (+6" — — I WHICH 'IHEY HAV BEEN PREPARED AND CORNICE BRACKET TO BE ATTACHED 1 �( 3 518" METAL STUDS @ 16" O.C. I I Ir— EVELOPED WITH UT THE WRITTEN CONSENT TNIsaFFICE. sunLconirncTwrrH 2' TO WOOD VALANCE WITH 1114" # 1 D -7I _ — — — I — — — I — — — — — — — — — — — CO TU (E CONI LUSIVE EVIDENCE OF I ALL SCREWS & TO WALL & BLOCKING --= —.—. — — — — — — — — — — — — — —. — CEILING ELEV: +11''0" AFF AC E OF IESE RE`u(kIC'rIONC. Wkrr(EN DIMENSIONS ON IhIESE DRAWINGS (FURNISHED BY FIXTURE -°� 516" GYP. BD. P 1 ACOUSTICAL CEILING TILE (FULL TILE) SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. LUN rRAU(Ok5 GHALL VERIFY CONTRACTOR AND INSTALLED BY a ` 3-518" METAL STUDS @ 16 O.C. PAPER CORNER BEAD AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONUI rIONS ON 7HE JOB AND THIS G.C.) t - - - - GC TO CONFIRM EXISTING WALL AND WINDOW - STORE FRONT OFFICE MUSr BE NUNFIED OFANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY TI IESE DRAWINGS. HEAD CONSTRUCTION TO DETERMINE NEED FOR ELEV: +10'-0" AFF SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING SECURE VALANCE TO ARCH I 1^ BLOCKING. BLOCKING FOR TRACK IS A 4" PIECE OF WITH FABRICATION. WITH ALUM. ANGLE OR FIRE RETARDANT%" PLYWOOD, THE ENTIRE PAINT CP-1 TIO BRACKET - BLOCKING AT EACH END. ' LENGTH OF'rHE TRACK BETWEEN STUDS. -``---- © 2011 ROLA SOLUTIONS, INC. 020 ROBERT G. LYON & ASSOCWTES, INC. „ ELEV: 8 4 AFF I' INSOLAR WINDOW SHADES IF APPLICABLE TO BE 12" DIAMETER(U.N.O.) ° II II ° CONTINUOUS 314 X 4 PLYWOOD l MOUNTED ON HORIZONTAL FACE OF.GYP, BD. PREMANUFACTURED FRG COLUMN COVER BACKER GLUED TO WOOD VALANCE. ALIGN WITH BOTTOM OF CORNICE ? I I i WIDTH OF SHADES TO MATCH MULLION SPACES WITH CHAIN To RUN ALONG VERTICAL MULLION. FORMGLAS SERIES #10000 OR EQUAL (AS SUBMITTED AND APPROVED) u A SEE PLANS BRACKET WOOD VALANCE WRAP I I r� rl www.formglas.com; enquiries@formglas,com T: (416) 635-8030 ,� E u T Y - , J ., rruJ,I BIO FRAME WALLCOVERING OVER ENDS AT TOP ALU SIGNAGE TRACK. ATTACH TOCEILING - - OR MOONLIGHT MOLDS, INC. EI EV: T 0" �' _ I' FRAMING EVERY 12"WITH 1110 SCREWS — — — ULTA 4537 o BOTTOM � �� GARDENA, CA o ' SATIN METAL GRAPHIC FRAME WITH ACRYLIC INSERT POP RIVOT i � R 1 i CORD TENSION DEVICE. MOUNT ON € VERTICAL MULLION SO THAT BEAD L _ _ _ r- 6A T: 310 538-9142 Al ( ) STRUCTURAL STEEL COLIJN MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. " GRAPHIC FRAMES TOGETHER CHAIN IS TAUT. REFER TO SHADE MANUFACTURER'S wsTALLATION EXISTING SANFORD, FL 32771 CAULK SEAM TO PREVENT LIGHT INSTRUCTIONS, PLAN SECTION PENETRATION a EXISTING STOREFRONT 12 DIAMETER (U,N.O.) PREMANUFACTURED CONSTRUCTION FLUORESCENT LIGHTING, I r COLUMN COVER, FRG DETAILS INSTALLED BY G.C. NOTE; I `4 ACOUSTIC CEILING PANEL TAPE AND USE GYP. COMPOUND ON I VALANCE JOINTS FOR SMOOTH TRANSITION l ` DRAWN BY PRIOR TO WALLCOVERING INSTALL. I I' FLEXIBLE CEILING TRACK UD WRAP WALLCOVERING OVER ENDS AT TOP E CAULK CHECKED BY AND BOTTOM OF WOOD VALANCE I RL �.....rW_..._ 4:........ I' SECTION JOB NUMBER G.C. TO USE SPRAY ON CONTACT CEMENT 11104 TO ADHERE VALANCE WALLCOVERING ( I t E- I I I Ip SHEET NAME 1 SOFFIT DETAIL SCALE 3 SOFFIT DETAIL SCALE 5 SOFFIT DETAIL AT STOREFRONT111=11-011 SCALE 6 COLUMN COVER DETAIL SCALE A'�� II_I II 1 -1 0 1 -1-0 1 112"=1'-0" ROPES THRU GROMMETS LOCATED AT TOP OF BANNER TO BE ANCHORED TO BACK OF PARAPET USING SANDBAGS OR PRE-EXISTING POINTS FOR ATTACHMENT. INSTALL NOTE: LOCATE BANNERS NEAR MAIN'ULTA' IDENTIFICATION AS ALLOWED BY EXISTING FASCIA CONDITIONS. BANNER TO BE EXISTING AWNINGS PROVIDED AND INSTALLED W/O PUTTING ANY INSTALLED BY LANDLORD HOLES IN FASCIA, 9 NEW 44 X 56 GRAPHICS SUPPLIED BY ULTA. TO BE DISPLAYED IN WINDOWS DURING CONSTRUCTION AND AFTER FINAL CLEANING, REINSTALL WITH TAPE TO ALU FRAMES, G.C. TO ATTACH THE BANNERS TO THE STOREFRONT WINDOWS USING THE TAPE_ ON THE FRONT OF THE BANNERS. REPEAT THE LAYOUT PATTERN UNTIL THE WINDOWS ARE COVERED, FRONT EXTERIOR ELEVATION INSTALL WINDOW FILM DURING CONSTRUCTION INSTALL "COMING SOON" BANNER. THE MORNING OF SOFT OPENING INSTALL "NOW OPEN" BANNER INSTALLED, REMOVE BANNER AFTER 30 DAYS. NEW TENANT SIGNAGE TO BE FURNISHED AND INSTALLED BY TENANT'S SIGNAGE VENDOR. SIGNAGE TO BE PERMITTED SEPARATELY BY VENDOR EXISTING AWNINGS PROVIDED AND INSTALLED BY LANDLORD 101 ".11. li�a71'i�1111Y 1' : az iil I � h . �..,...,,. ,A.. I: ""�""-'..._,...,...._„.,.�., .. ........._....... . .I , . I::: I r: Y 6 . r :..1� ,.......:,.: q :. 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TO PROVIDE AND INSTALL SILVER FILM ON STOREFRONT WINDOWS AS INDICATED BY HATCHED AREA TO COVER GLAZING ROPES THRU GROMMETS LOCATED AT BOTTOM OF BANNER TO BE TIED TO SANDBAGS AT GRADE NEW VINYL DECAL APPLIED TO GLASS, PURCHASED BY ULTA AND INSTALLED BY GFX. NEW 44 X 56 GRAPHICS SUPPLIED BY ULTA. TO BE DISPLAYED IN WINDOWS DURING CONSTRUCTION AND AFTER FINAL CLEANING, REINSTALL WITH TAPE_ TO ALU FRAMES. G.C. TO ATTACH THE BANNERS TO THE STOREFRONT WINDOWS USING THE TAPE ON THE FRONT OF THE BANNERS. REPEAT THE LAYOUT PATTERN UNTIL THE WINDOWS ARE COVERED. T 0 PARPET 133'-0” AFF' T 0 PARPET 128'-0” AFF T 0 STOREFRONT 10'-0" AFF' REFERNCE FIN FLR 100'-0" SCALE 11411=1'-0" rgla solutions, Inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgia.com REVISIONS: DATE: LL d ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 1�5� ci) 0 _. Ylla Q7 ~ — cA (p Y d d r �Q`"v 0 THE ABOVE D �NINOS AND SPECIFICATIONS ANU IUEAS, UE 'NSANDARRANOEMENIS REPRESENTED REBY ARE AND SHALL REMAIN 'HE VR tTY OF THIS OFFICE: AND NO PART TH R O HALL BE COPIED, R E E L ISCLUSEU TO UT RS OR USED IN THE 'UNNEGTIUN WITH ANY WORK OTt PROJECT TIIER THAN THE SPECIFIC PROJECT FOR ITCH THEY HAVE BEEN PREPARED AND ANELOPED WITHOUT THE WRITTEN CONSENT U1 HISOFFICE. VISUAL CON TACT WITH TH E DRAWINGS OR SPECIFICATIONS SHALL CO TI'rUTE CONCLUSIVE EVIDENCE OF GG OF THESE RE`SrRICTIONS. JTTDMENSIONS ON THESE URAWINGSVEPECEUENC6OVERSCALEDNC: CUN THAOTURS SHALLVEIFESPON ,BLE FOR ALL UIMNCION-DITIONS ON THE JOB AND THIS OFFICE MU sT BE No rIFIED OF ANY VARIA rIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP BE -AILS MUS r BE 5UUMI rTEU TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. x02011 ROLA SOLUHO0, INC. O2U11 ROBERT O. LYON 3 A=CIAIES, INC. ® B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 EXTERIOR ELEVATIONS DRAWN BY JIJ CHECKED BY RL JOB NUMBER 11104 SHEET NAME A1.5 o v L ac>cDN�a E Nf�uJo O �. c -rd -N U A. oeocffE044 1�5� ci) 0 _. Ylla Q7 ~ — cA (p Y d d r �Q`"v ,2 O - C7 U C C 0 THE ABOVE D �NINOS AND SPECIFICATIONS ANU IUEAS, UE 'NSANDARRANOEMENIS REPRESENTED REBY ARE AND SHALL REMAIN 'HE VR tTY OF THIS OFFICE: AND NO PART TH R O HALL BE COPIED, R E E L ISCLUSEU TO UT RS OR USED IN THE 'UNNEGTIUN WITH ANY WORK OTt PROJECT TIIER THAN THE SPECIFIC PROJECT FOR ITCH THEY HAVE BEEN PREPARED AND ANELOPED WITHOUT THE WRITTEN CONSENT U1 HISOFFICE. VISUAL CON TACT WITH TH E DRAWINGS OR SPECIFICATIONS SHALL CO TI'rUTE CONCLUSIVE EVIDENCE OF GG OF THESE RE`SrRICTIONS. JTTDMENSIONS ON THESE URAWINGSVEPECEUENC6OVERSCALEDNC: CUN THAOTURS SHALLVEIFESPON ,BLE FOR ALL UIMNCION-DITIONS ON THE JOB AND THIS OFFICE MU sT BE No rIFIED OF ANY VARIA rIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP BE -AILS MUS r BE 5UUMI rTEU TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. x02011 ROLA SOLUHO0, INC. O2U11 ROBERT O. LYON 3 A=CIAIES, INC. ® B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 EXTERIOR ELEVATIONS DRAWN BY JIJ CHECKED BY RL JOB NUMBER 11104 SHEET NAME A1.5 o �. �� •'� e� A. oeocffE044 1�5� ci) 0 _. ' �i% % fto10427 co 0 THE ABOVE D �NINOS AND SPECIFICATIONS ANU IUEAS, UE 'NSANDARRANOEMENIS REPRESENTED REBY ARE AND SHALL REMAIN 'HE VR tTY OF THIS OFFICE: AND NO PART TH R O HALL BE COPIED, R E E L ISCLUSEU TO UT RS OR USED IN THE 'UNNEGTIUN WITH ANY WORK OTt PROJECT TIIER THAN THE SPECIFIC PROJECT FOR ITCH THEY HAVE BEEN PREPARED AND ANELOPED WITHOUT THE WRITTEN CONSENT U1 HISOFFICE. VISUAL CON TACT WITH TH E DRAWINGS OR SPECIFICATIONS SHALL CO TI'rUTE CONCLUSIVE EVIDENCE OF GG OF THESE RE`SrRICTIONS. JTTDMENSIONS ON THESE URAWINGSVEPECEUENC6OVERSCALEDNC: CUN THAOTURS SHALLVEIFESPON ,BLE FOR ALL UIMNCION-DITIONS ON THE JOB AND THIS OFFICE MU sT BE No rIFIED OF ANY VARIA rIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP BE -AILS MUS r BE 5UUMI rTEU TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. x02011 ROLA SOLUHO0, INC. O2U11 ROBERT O. LYON 3 A=CIAIES, INC. ® B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 EXTERIOR ELEVATIONS DRAWN BY JIJ CHECKED BY RL JOB NUMBER 11104 SHEET NAME A1.5 o SYMBOL DESCRIPTION CEILING PLAN NOTES: 1. ALL CEILING HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE_ OF FINISH CEILING U.N.O. 2. PROVIDE ADEQUATE CLEARANCES FOR DUCTS AND RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED CEILING HEIGHT ABOVE THE FINISH FLOOR FOR LIGHT FIXTURES, 3.. SEE ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBER AND QUANTITIES. 4. PROVIDE HANGER AND SAFETY WIRE FOR LIGHT FIXTURES, SPEAKERS AND AIR SUPPLYIRETURNDIFFUSERS (AS REQUIRED PER LOCAL CODES.) 5, SEE MECHANICAL_ DWGS. FOR DIFFUSER LOCATIONS. ARCHITECTURAL DWGS. DETERMINE LUMINAIRE LOCATION AND OTHER ARCHITECTURAL ITEMS AND SUPERCEDE ALL OTHER CEILING APPURTENANCES. 6. ALIGN LIGHTS IN GRID PATTERN AS SHOWN, LIGHTS ARE TO HANG PLUMB @ ALL CORNERS.IG8 7. FIRE PROTECTION SYSTEM TO BE DESIGN BUILD, 8. REFER TO FINISH SCHEDULE ON SHEET A1.0 FOR CEILING TILE SPECIFICATIONS 9. G.C. TO INSTALL 4 WIRES ONE AT EACH CORNER OF TILE FOR EACH SPEAKER LOCATION) ( ) SEE SUSPENDED CEILING INSTALLATION DETAIL FIA1.1 D FOR SEISMIC ZONES D, E, AND F. WALL BUILD - OUT ABOVE ELECTRICAL PANELS SEE 61A5.4 FOR MORE DETAILS FOR ARCH LIGHTING, SEE SHEETS E1.2 & E1.4 DOWN LIGHTS TYP. @ PERIMETER. PROVIDE DOUBLE TUBEI FLUORESCENTS r (BOTTOM). SF_r• DETAIL 31A1.4 FOR MORE INFORMATION. ALL TO BE STAGGERED STRIPS. SUPPLIER TO VERIFY QUANTITY FOR EVEN ILLUMINATION ALONG ENTIRE RUN OF VALANCE, 7310 SQ, FT. ACT -1 SALES 12 11-0 AFF 100 FOR ARCH LIGHTING, SEE SHEETS E1.2 & E1.4 - DOWN LIGHTS TYP. @ PERIMETER. PROVIDE DOUBLE TUBE FLUORESCENTS (BOTTOM). SEE DETAIL 31A1.4 FOR MORE INFORMATION. ALL TO BE STAGGERED STRIPS, SUPPLIER TO VERIFY QUANTITY FOR EVEN ILLUMINATION ALONG ENTIRE RUN OF VALANCE. FOR ARCH LIGHTING, SEE SHEETS E1.2 & E1.4 REFER TOSHF_ETF_1.1 FOR LOCATION OF EXIT SIGNS AND EMERGENCY LIGHTING SEE DETAIL 6 THIS SHEET FOR TYP, LOCATION OF SPRINKLER HEADS NOTE: ALL CONDUIT & J -BOXES TO BE SUPPORTED BY INDEPENDENT WIRE_ FROM ACOUSTICAL CEILING SEE DETAIL 4 THIS SHEET FOR TYPICAL CORNER DETAIL AT LIGHT COVE. DETAIL OCCURS AT ALL FOUR CORNERS -� ACT -2 674 SQ. FT. STAGING LA -2 " AFF 84 SQ. FT. EMPLOYEE LOUNGE GYP. 8'-0" 63 SQ, OFFICE 103 BD. AFF FT, G.C. TO INSTALL A 2'-0" X T-0" X 314" FIRE TREATED PLYWOOD PANEL ABOVE CEILING FOR SECURITY ANTENNA. MOUNT BOTTOM OF PANEL 6" ABOVE CEILING AND SCREW TO STUDS. G.G. TO ALSO INSTALL DUPLEX OUTLET TO ONE SIDE OF PANEL TO POWER SECURITY ANTENNA. FINAL CONNECTIONS BY ELECTRICAL CONTRACTOR. 133 SQ. FT. CORRIDOR ACT -1 104 9'-0" AFF 217 SQ. FT, SHAMPOO/ DRYING ACT -1 105 11'-0" AFF 716 SQ. FT. SALON ACT -1 106 11'-0" AFF 10o SQ. FT. WOMEN GYP BD 107 9'-0" AFF P-1 � 43 SQ. FT. CORRIDOR ACT -1 108 98 SQ. FT. MEN GYP. 109 a 9' 0" AFF FOR LOCATIONS OF PENDANT LIGHTS IN RESTROOMS, REFER TO ELEVATIONS ON SHEET A5.3 FOR ARCH LIGHTING, SEE SHEETS E1.2 & E1.4 DOWN LIGHTS TYP. @ PERIMETER. PROVIDE DOUBLE TUBE FLUORESCENTS (BOTTOM). SEE DETAIL 31A1.4 FOR MORE INFORMATION. ALL TO BE STAGGERED STRIPS. m SUPPLIER TO VERIFY QUANTITY FOR EVEN ILLUMINATION ALONG ENTIRE RUN OF VALANCE. FOR ARCH LIGHTING SEE SHEETS F_1.2 & E1.4 DOWN LIGHTS TYP. @ PERIMETER. PROVIDE DOUBLE TUBE FLUORESCENTS BOTTOM SEE DETAIL (BOTTOM). 31A1.4 FOR MORE ` INFORMATION. ALL TO BE STAGGERED STRIPS. SUPPLIER TO VERIFY QUANTITY FOR EVEN ILLUMINATION ALONG ENTIRE RUN OF VALANCE. FOR ARCH LIGHTING, SEE SHEETS E12 & E14 PERIMETER .PROVIDE DOUBLE TUBE FLUORESCENTS (BOTTOM). SEE DETAIL 31A1.4 FOR MORE INFORMATION, ALL TO BE STAGGERED STRIPS. SUPPLIER TO VERIFY QUANTITY FOR EVEN ILLUMINATION ALONG ENTIRE RUN OF VALANCE. FOR ARCH LIGHTING, SEE SHEETS E1.2 & EIA 11P0'�AFF P-1 h _ I~ G3 T-0" STAGGERED DOUBLE TUBE FLUORESCENT - G4 4'-0" STAGGERED DOUBLE TUBE FLUORESCENT 101 102 - - - 6'-0" STAGGERED DOUBLE TUBE FLUORESCENT G8 8'-0" STAGGERED DOUBLE TUBE FLUORESCENT - H.eo. G4 G4 j I G2A - ® 2 -0 SURFACE MOUNTED DOUBLE TUBE FLUORESCENT _ �- '' "" ; 17 I I G3A 3' 0°SURFACE MOUNTED DOUBLE TUBE FLUORESCENT - GA GA G8A A G4A ® 4'-0" SURFACE MOUNTED DOUBLE TUBE FLUORESCENT _ A _. G8A 8'-0" SURFACE MOUNTED DOUBLE TUBE FLUORESCENT I I G� - 4'-0" STAGGERED FLOURESCENT FIXTURE. FIXTURE WIRED TO NIGHT LIGHTING SYSTEM, EMERGENCY BATTERY BACKUP 117-r ' � �-, I i � G8 G4 I QV I Q1/ r�,/ I DV I � U0 I I Lb I T-0" STAGGERED SINGLE TUBE FLUORSECENT I i 1 5 3 1 I I 0 I 1 G4B 4-0' STAGGERED SINGLE TUBE FLUORSECENT I _ I I I I n I I I $ I g I V : i I 3 V I V u I I G6B 6A" STAGGERED SINGLE TUBE FLUORSECENT 9 I I I y u GOB 8'-0" STAGGERED SINGLE TUBE FLUORSECENT I ' L _ a j � - 7 CEILING PLAN NOTES SCALE I G4C ® T-0" DOUBLE TUBE FLOURESCENT WITH BAFFLE NONE I I 3 ( G8C 8'-0" DOUBLE TUBE FLOURESCENT WITH BAFFLE �. 2 1, 01 4141 0 4-0 2 0 11 11-0,1 00 _ i I I 1 G4D ® T-0" SINGLE TUBE FLUORESCENT I c� I 3 Al ' I 2 - I FI 9 , _ 2.1 A I , G8D 8'-0" SINGLE TUBE FLUORESCENT `V <= I _ I SPRINKLER HEADS TO BE CENTERED WITHIN1-M � I GENS 8'-0" DOUBLE TUBE FLUORESCENT NON -STAGGERED ? f-- t- � L � I 6 I UC -3 T -O" LINEAR T-5 DIMMABLE FLUORESCENT UNDER COUNTER LIGHT - , s- 2'X2' PORTION OF 2'X4' SECOND LOOK ACT TILE, TYP.2 Q9 ILA I �' Lb J ACT 11' L61 I U� FLUORESCENT DOWNLIGHT -11 " AFF L z FLUORESCENT DOWNLIGHT - DIMMABLE ___ _.__-_______ I I °�' I ;_ I uV PENDANT LIGHT -MOUNT ATT-0"A.F,F. I I I I I I Lb I a I I I 1 ! I I I i I i 3 I ,A14 I I "ALU° TRACK I I I I I I � � w 1 I 1 «� I 6 SPRINKLER D EAD D ETA/ L SCALE ? I I 1 1_ SPEAKERS BY MUZAK ��_ 314 -1-0 0D I 3 A1. L I I = I I 0 I i I I I I I I I a - ! I L I LIGHT TO F_ F CEILING TILE � PLEXI TO BE JOINED AT A 90 DEGREE ANGI_F (DO NOT MITER) � -"' _ ..... �,... 1Y4 I - _...M......_ ..k.._..._...., -- •---••----•-- - I I W.��..�..�-awd....-._..-,_. --� � I I I DIFFUSER GRILLES, VERIFY WITH MECHANICAL DRAWINGS a I ! I I_ I 1 I I I 1 I I : I B I I I RETURN DIFFUSERS I A T-1 I I I I l 1 � I I 11-0 I ,I AFF ® EX LED EXIT FIXTURE � � I � � � � � � I � � I ' oo ! g � �FbT � O ®EX2 _ ----. - --- COMBINATION LED EXIT FIXTURE AND 2 HEAD EMERGENCY LIGHT - I : � 1 a � 1 � � � � I � � � � 0 � I � y� EX3 2 HEAD EMERGENCY LIGHT I �' I � i 3 Al � I �EX4 RECESSED CEILING MOUNTED Z HEAD EMERGENCY LIGHT 9 I � T I Lb� � : I � � I ; I : C1 CAMERA LOCATIONS � I � I l I I I � gg ® I I ILb I I ° B I 5 I 5 LIGHT FIXTURE LEGEND SCALE 4 n SOFFIT DETAIL SCALE j 1 i NONE „_ , II 1/2"=1 I I I I s CHAIN HUNG WIRE HANGER ATTACH TO STRUCTURE ABOVE UNISTRUT WIRE HANGER CEILING SUSPENSION SYSTEM 1' 0" - ACOUSTIC CEILING PANEL "T"SUPPORT @ 4'-0" O.C,, TYP. ACRYLIC PANEL, ACOUSTIC CEILING PANEL INSTALLED & PURCHASED BY G.C. PURCHASE FROM: CREATIVE CONCEPTS CONTACT: BRYAN KOESTNER- PHONE: 630-940-0500 SPEC: PLEXIGLASS 2447 WHITE 118" THICK I I I I 1 114" 1'-10 I a 31 ' � I f 0 I j' ' ad ': t. ........, ........... ..... .... ........... .,.". .. ....S J,...'.ui"'.1. ..('. :... E..,va°. ",. Js rFi.: ....»..........'-:. n.....-......:. rn1 .,r.. 4, ,. - I I , I ' I t 12 A2.1 I ; TI- �- I I I L I 1 I I ; I q i I I �; I 3 UM I I I U® I I I I i I I I I I ° I I I p 1 I I I I I I I 3 ' 'NA I 4 i - I 1�; 1 I 1 I I. ____........_.___ _._..�] I ' I - I II yj 4 -2 1 I I II 4 -2 I I 4 -2 I 1 I_ I 4 II I, I® I Lb I ja f5 i ; A T -1I 1 ;" I_ I I� 1 I I I I 0 k I a I I I I 3 a 11-0" AFF I a - ®U ® I I U® I i ! l I I I 3 V I V �..., -�_r �, V° I I r V ➢ I ' WIREL SS ACC Cups, f 01 T_ -- G -T- - I- g # I I e- 1 0- I E = - ..j= U� 9 €� U® _ - 8'-011 I I I 5 A1.4 3 SALON ENLARGED CEILING PLAN SCALE 2 SOFFIT DETAIL SCALE 1 REFLECTED CEILING PLAN SCALE 1411-j'_o== 118,_1,-01 1,8"zl1-011 rgla solutions, inc. 5100 River Road, Ste 125 Schiller Park IL 60176 p: 847.671 .7452 f: 847.671.4200 www.rgla.coni REVISIONS: DATE: LL & UL'TA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 CScu LD cp N a E C.�7 ,..- ou�eirr � N U CO _j 21 .� '9 co CU r L (D CD CTS °' =3-% OF �L �. A 0.5427 j. ABOVE DRAGS AND SPEGIFICAFIONS A IDEAS, DESIG ' ANDARRANGEMENTS RE ESENTEU THEREBY ARE AND SFIALL RE N THE PROPERTY OF THIS OFFICE: AND NO T THEREOF SHALL BE COPIED, DISCL 'ED TO OTHERS OR USED IN THE CONN TION WITH ANY WORK OR PROJECT OTHER AN THE SPECIFIC PROJECT FOR WHICH EY HAVE BEEN PREPARED AND DEVELO D WITHOUT THE WRITTEN CONSENr OF THIS FICE. VISUAL CONTACr WITH THESE D INGS OR SPECIFICATIONS SHALL CONSTITU CONCLUSIVE EVIDENCE OF ACCEPTAN OF THESE RESTRICTIONS. WRITTEN DI ENSIONS ON THESE DRAWINGS HALL HAVE REGEDENGE OVER SCALED ENSIGN CONTRACTORS SHALL VERIFY A RE ONSIBLE FOR ALL DIMENSIONS AND TIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM T1 IE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITrED TO THI5 OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011 RGLA SOLUTIONS, INC. ¢� 2011 ROOERT G. LYON &ASSOCIATES, INC. B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 REFLECTED CEILING PLAN DRAWN BY MM CHECKED BY RL JOB NUMBER 11104 SHEET NAME A2.1 1. REFER TO ELEVATIONS FOR FINISH CODES AND SHEET A1.0 FOR SPECIFICATIONS. REFER TO ROOM FINISH PLAN FOR FLOOR COVERING SPECIFICATIONS AND TRANSISTION DETAILS. NOTE: TOP OF WOOD TO DE FLUSH WITH PORCELAIN TILE 2. TILE IS SHOWN FOR FIELD RUN AND PATTERN ONLY REFER TO COLOR AND FINISH SCHEDULE FOR MATERIAL SPECIFICATIONS. TILE VARIES CONTR. TO SELECT CTC EDGE THICKNESS 3 PROVIDE 1/6 1 AT WALLS AND COLUMN ENCLOSURES OMIT WALL DACE WHERE PERIMETER FIXTURES V QB -D 7310 SQ FT. SALES VT -3 1 aQ 674 SQ. FT. STAGING 1a1 PAINT P-2 IN SAFETY ZONE s 84 SQ, FT. MPLOYE LOUNGE 102 63 SQ. FT, OFFICE 103 133 SQ. FT CORRIDOR VBA1 104 VT -3 217 SQ. FT, SHAMPOO/ DRYING VB 1 LL & ULTA REVIEW 01/24/12 CTC EDGE ANODIZED ALUM. CLEAR FINISH MANUFACTURED OCCUR - SALES AREA ONLY), 106 BY CERAMIC TOOL COMPANY (800) 236-5230 VINYL TILEWOOD 100 SQ. FT WOMEN — 107 FLOOR PT -2 TRANSITIONS STRIP JOINTS TO BE MITERED. STRIP FLOORING 4. ALL PAINTED SURFACES SHALL BE PRIMED. SEE ARCHITECT'S SPECIFICATIONS SHEET AND PAINT --C--) MANUFACTURER SPECIFICATIONS. VB -1 L 5. PAINT ALL SURFACES FLOOR TO CEILING, EXCEPT BEHIND WALL FIXTURES 96 SQ. FT. MEN 109 THIN SET MORTAR BASE FEATHER -UP WITH LATEX LEVELING WALLS COMPOUND. T-0" WIDE PERIMETER 6. ALL METAL SURFACES TO BE PAINTED WITH LOW GLOSS OIL BASE PRIMER AND OIL BASE FINISH COATS IN E N h IC) 2, U N U COLOR INDICATED ON DRAWING. U J Imo- I-- 47 . —ooiCm PORCELAIN - VINYL TRANSITION SCALE cc a m A Cm o U) ILO TRANSITION STRIP TO BE N,T.S, 7. PAINT ON ALL GYP. BD. SURFACES TO BE APPLIED WITH A HEAVY KNAP ROLLER. FURNISHED AND INSTALLED qi� BY FLOORING INSTALLER 8, CONTRACTOR SHALL VERIFY THAT THE SUB -FLOOR THROUGHOUT THE LEASE SPACE IS IN SUITABLE SEALED }I CONDITION TO RECEIVE FLOOR FINISHES AS SPECIFIED PER PLAN PRIOR TO INSTALLATION THEREOF. CONCRETE VINYL TILE 3EAL: INGSAND SPECIFICATIONS THE ABOV\�Dlll AND IDEA$AND ARRANGESREPRESENEREBY ' 9, ALL FINISH FLOORING SHALL BE INSTALLED LEVEL AND FLUSH BETWEEN TRANSITIONS WITHOUT ABRUPT O PART THEREOF SHALL BE COPIED, ISCLOSED TO OTIIERS OR USED IN TIME NNECTION WI F[ I ANY WORK OR PROJECT LEVEL CHANGES EXCEEDING 114" IN HEIGHT. PROVIDE APPROVED TRANSITION OR REDUCER STRIPS AS W H THEY HAVE BEEN PREPARED AND DE 4OPED WITHOUT THE WRI FFEN CONSENT REQUIRED. TI IESRAWINGSORSPECIFICATIONS SIIALL ADHESIVE BY MANUFACTURES SPECIFICATION ACCEP NCE OF THESE RESTRICTIONS. i WRITTE IMENSIONS ON THESE DRAWINGS HALL H E PRECEDENCE OVER SCALED 10. ALL FINISH FLOORING MATERIALS AND FINISHES SHALL MEET OR EXCEED ALL MINIMUM REQUIRED SLIP AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS COEFFICIENT RATINGS AND FLAME -SPREAD RATINGS AS MANDATED BY LOCAL GOVERNING BUILDING AND VARIATIONS FROM THE DIMENSIONS AND SEALED CONCRETE - VINYL TILE TRANSITION SCALE SAFETY CODES. OFFICE FOR APPROVAL BEFORE PROCEEDING S ©'LU11 RGLAS�LUTI�NS, INC. � 2011 ROBERT G: LYON & A55OCIATES, INC. N.T.S. B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE NOTE: 1751 WP BALL BLVD. 11. CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND MAINTAIN CONSTRUCTION SCHEDULE AS ROOM FINISH TILE VARIES CONTR. TO SELECT CTC EDGE THICKNESS TRASITION REQUIRED, PROVIDE REASONABLE ACCOMMODATIONS AND PRECAUTIONS TO PROTECT ALL FINISHES DRAWN BY SM (INCLUDING, BUT NOT LIMITED TO, MALL AND ADJACENT TENANTS' FINISHES) UPON INSTALLATION AND/OR RL JOB NUMBER COMPLETION OF WORK UNTIL OFFICIAL TURNOVER OF COMPLETED STORE TO CLIENT. SHEET NAME CTC EDGE ANODIZED ALUM. CLEAR FINISH MANUFACTURED BY CERAMIC TOOL COMPANY (800) 236-5230 12. CERAMIC TILE IS TO BE INSTALLED IN THE SALES FLOOR AREA PRIOR TO THE OWNERS VENDOR — TRANSITIONS STRIP JOINTS TO BE MITERED. INSTALLING THE VINYL TILE IN THE SALES AREA. G.C. IS TO COORDINATE SCHEDULE WITH OWNERS FLOOR VEDOR. 13. FLOOR PREP. NOTES: A. G.C. IS RESPONSIBLE FOR REPAIR AND PATCH OF CONCRETE SUB FLOOR THIN SET MORTAR BASE B. G.C. IS RESPONSIBLE FOR FINAL FLOOR PREP, LEVELING, ETC. FOR ALL SCHEDULED FLOOR PORCELAIN - PORCELAIN TRANSITION SCALE FINISHES C. THE CONCRETE SLAB MUST BE SMOOTH AND LEVEL AND READY TO ACCEPT TENANT'S NEW FINISHES, ALL CRACKS, HOLES AND ABANDONED FLOOR ELECTRICAL AND PLUMBING MUST BE FILLED WITH AN ARDEX MATERIAL AND BE INSTALLED BY AN ARDEX CERTIFIED CONTRACTOR. ALL EXISTING FLOOR COVERINGS, MASTICS & UNAPPROVED LEVELING COMPOUNDS MUST BE REMOVED. FLOOR MUST BE LEVEL TO 118" OVER 10'-0" SPANS. _– METAL FRAMING AT PERIMETER WALL CONTACT FOR PRICING AND SPECIFICATIONS: 5/8" DRYWALL AT ARDEX ENGINEERED CEMENTS PERIMETER WALL CONTACT: BARRY CULLEN CELL: 508-561-0837 EMAIL: bgerardcullen@verizon.net OR WALL BASE CONTACT: MIKE HARRIS VINYL FLOORING CONTINUE CELL: 508-277-7283 - UNDER DRYWALL EMAIL: mtharris76@aol.com www.ardex.com HOLD DRYWALL 318" FROM UNFINISHED FLOOR TYP. AT ALL PERIMETER WALLS WHERE VINYL FLOORING 13 USED 14. ALLOW APPROXIMATELY 7-10 DAYS FOR GERBERT LTD. FLOOR PREP AND INSTALL. 15, TOUCH-UP PAINTING PRIOR TO STORE OPENING DRYWALL DETAIL @ PERIMETER WALLS & VINYL FLOORING SCALE 16. SEAL ALL GROUT JOINTS D N.T.S. 17. FINAL PROFESSIONAL FLOOR CLEANING TO TAKE PLACE ON THE SATURDAY BEFORE: SOFT OPENING NOTE: (MONDAY). G.C. TO COORDINATE WI STORE MANAGER. IF LL HAS NOT PROVIDED THIS THRESHOLD REMOVE AND PROVIDE AS SPECIFIED, 18. VT -3 (GERBERT VINYL FLOORING) AND ADHESIVES ARE TO BE PURCHASED BY ULTA AND INSTALLED BY NEW PEMKO COMMERCIAL N0,10 X 1-1/2" G.C. G.C. MUST WARRANTY THE INSTALLATION FOR THREE (3) YEARS. - TRANSITION STRIP FHWS, PHILLIPS , PART # 255A (FACTORY PROVIDED) ALIGN TILE 19. CONTRACTOR SHALL CONDUCT ASTM F1869 - STANDARD TEST METHOD FOR MEASURING MOISTURE VAPOR EMISSION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE and ASTM F-2170-09 -STANDARD PT TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN CONCRETE SLABS USING IN-SITU PROSES. ,` iil, . l ? 'II I rI: � TESTING SHALL BE PERFORMED BY INDEPENDENT THIRD PARTY TESTING AGENCY WITH RESULTS SUBMITTED CAULK TO ULTA. TESTING PERFORMED BY FLOORING INSTALLATION CONTRACTOR SHALL NOT BE ACCEPTED BY 501 THIN SET MORTAR BASE ULTA, APPROVED VENDOR: JENNIFER CHAMBER, 1850 GATEWAY BLVD. SUITE 230, CONCORD, CA 94520, 1-800-490-3657x2a8, Jennifer@floortest.com TRANSITION DETAIL @ ENTRY DOORS SCALE N.T.S. GENERAL NOTES SCALE NONE ARDEX INSTALLED T-0" SCHLUTER - SCHIENE FACE' & SIDES OF MODEL: A100 (3/8") ' �! AREAS DOOR, OOTH TO NOT H: ALUMINUM M.SCH OM CONCRETE, SEE PL R . ADDITIONAL INFORMATION TILE SYMBOL SQ.IFT. i ni I INin I 'I ' I I u l rr'" Innlr ;... , .. .•.,.,. : ' ' " II. II VT -3 S . FT.* 7 o 682 Q . 4+ ..'A; 548 SQ. FT. FLOORS* SEALED CONCRETE ET MORTAR BASE PT 2 340 SQ. FT, WALLS* CONCRETE - PORCELIAN TILE TRANSITIONALE PT -6 764 SQ. FT.* N.T,S. PT -7 (RESTROOM WALL BORDER TILE) 85 LINEAR FT: RADIUS FLOOR TILES (PERIMETERS) TO BE CUT USING WATER JET THESE NUMBERS ARE REPRESENTATIONS OF THE ACTUAL SQUARE FOOTAGES. NO OVERAGE IS INCLUDED. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR OVERAGES. V QB -D 7310 SQ FT. SALES VT -3 1 aQ 674 SQ. FT. STAGING 1a1 PAINT P-2 IN SAFETY ZONE s 84 SQ, FT. MPLOYE LOUNGE 102 63 SQ. FT, OFFICE 103 133 SQ. FT CORRIDOR VBA1 104 VT -3 217 SQ. FT, SHAMPOO/ DRYING VB 1 LL & ULTA REVIEW 01/24/12 716 SQ. FT. SALON v8 1 106 PT -6 100 SQ. FT WOMEN — 107 FLOOR PT -2 WALLS --C--) 43 SQ. FT. CORRIDOR VB -1 108 VT -3 96 SQ. FT. MEN 109 FLOOR & PT -2 WALLS 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671 .7452 f: 847.671.420 0 www.rgia.com', REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 BID ISSUE 01124/12 PERMIT' ISSUE 01/25/12 E N h IC) 2, U N U U J Imo- I-- 47 . —ooiCm m COO cc a m co cl� CD U Cm o U) ILO _w ccs (ff7. qi� 49 ARO a }I D A 3EAL: INGSAND SPECIFICATIONS THE ABOV\�Dlll AND IDEA$AND ARRANGESREPRESENEREBY ' ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND O PART THEREOF SHALL BE COPIED, ISCLOSED TO OTIIERS OR USED IN TIME NNECTION WI F[ I ANY WORK OR PROJECT O' ER THAN THE SPECIFIC PROJECT FOR W H THEY HAVE BEEN PREPARED AND DE 4OPED WITHOUT THE WRI FFEN CONSENT OF OFFICE. VISUAL CONTACT WITH TI IESRAWINGSORSPECIFICATIONS SIIALL CONS UTE CONCLUSIVE EVIDENCE OF ACCEP NCE OF THESE RESTRICTIONS. i WRITTE IMENSIONS ON THESE DRAWINGS HALL H E PRECEDENCE OVER SCALED NS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SIJOWN BY THESE DRAWINGS, SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ©'LU11 RGLAS�LUTI�NS, INC. � 2011 ROBERT G: LYON & A55OCIATES, INC. B E A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 ROOM FINISH PLAN AND TRASITION DETAILS DRAWN BY SM CHECKED BY RL JOB NUMBER 11104 SHEET NAME AV L -i 3/4" PARTICLE BOARD HEADER FILLER PANEL, SUPPLIED BY FIXTURE CONTRACTOR. SECURE TO WALL INI BLOCKING Z-10" CE) WC -4, WC -4 0 7:.: 31-011 VB -1 VB -1 z C-45 :x SCALE 1/411 -011 1 STOREFRONT ELEVATION 'k SCALE NOTE: INSTALL LIGHT A C-45 SECTION DETAIL _11-01f 1/4"" ARCHES TIGHT TO CEILING (9wc-D3—V SM "a 0 D Im 33,15" X 11.75" ZIn RAPHIC FRAME GRAPHIC FRAME GRAPHIC FRA GRAR 10 FRAME GRAPH GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME 1, 36, x 151, 361, x 1 B, 361, x 181, 361, x 181, 36, x 131 361, x 181, 361, x 1811 33.75" X 11.75' 33.15'X 1,75" 33.1511 x 11.7 il,l, M 15.1 361, 18, 36'' X I F g, /,* 1... A ......... i__ J ----------- I .... .... ..... .... ... , --j in-,, ln�� n.- .,.. n-� JE�' I I I I I I I I I I I I I I I I 1 71 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ------ ------- I T -F -7 F ----------------- ligi:NINiiiiii W-6 �VB-1 W-5 VB -1 W -4-S W-5 W-4 CENTER "W" FIXTURES WITHIN ARCH CENTER "W" FIXTURES WITHIN ARCH CENTER "W" FIXTURES WITHIN ARCH SCALE SALES ELEVATIONS NOTE: INS LL LIGHT ARCHES TIGHT TO CEILING A ALL EXPOSED SIDES WALL MOUNTED GRAY OUTLETS & COVER PLATES TO BE WALL MOUNTED WALL MOUNTED A5.1 WC -3 M-513 FRAMES STAINLESS STEEL, TYP. AT METAL PANEL FRAMES FRAMES WC -4 LS2 7 No i THE (3M@H GRAPI­ FRAME L- 5 GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME 31.75 1.75"' 3175'X111Y 31.75" X 11,7Y AL -M4 AL -M4 am I 451� ��i IR i4 Ij 30'X 24" 30"X24" 30'X24" 30"X24" HI plji 01,1111" (2) EQUA 'N GRAPHIC ILLIL GRAPHIC GRAPHIC F RAME FRAME FRAME FRAME 22" X 44" X 56" 1 L I I I I LS 44" X 56" 44" X 56" 56" jj�, '. I - -T - - - - - - - OPEN TO CORRIDOR +44'G I OPENTO F 0, ji1ji :1 DRYING 115 11i 1 C3 H� DOOR & VB -1 JAMB & p-1 `<:p1p VB -1 P-1 FRAME W-5 AVBSHELF Z-2 FRAME W-7 DIRMALOGICA LIGHT ARCH (D 16141 SCALE 3 SALES ELEVATIONS 1/4"=11-011 NOTE: INSTALL LIGHT COAT HOOKS SPEC: HAGER 945P ARCHES TIGHT TO CEILING FINISH: SATIN FINISH STAINLESS STEEL MOUNT @ 48" A.F.F. BY G.C., ALL EXPOSED SIDES WC -3 ALL EXPOSED SIDES PROVIDE BLOCKING AS REQUIRED. Q� M-513 M-513 WC -3 phflosophy bE 1B A R F_ E �S' C E N T U A SAN GRAPHIC FRAME PHIC FRAME GRAPHIC FRA F GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME GRAPHIC FRAME 30" X 24' 30"X24" 30'X 24" 30" X 24' 30" X 24" 301, x ZT, WX24" 30"X24" 30" X 24" 7 T- 10 1/4" '41'4`11 F --F ____7 T ------ 7 T-----7 T______7 -------------- + C2 m C3 C3 7 7 VB -1 VB -1 VB --1 (V:B:- D1 1 W-2< W-3 W-1- X -27-W W-2 X -16-W CAULK BACK AND TOP OF FIXTURES TO WALL CAULK BACK AND TOP OF FIXTURES TO WALL (D SIC LE CVB-1)—/ L P El rO RA3 FITME XC JFnRA 3 EGF E GRAPHIC FRAME X 1 or] 317�` X 11.75" L�31 11 �F ja 6 X 6 XjarE L.: I'll, 11,11 1 36 X 1 BTIE 3b X a I rL 4 SALES ELEVATIONS 1/4"=11-011 - ---- - ---- - rgia somions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 lf� 847.671.4200 www.rga.com REVISIONS: DATE: _L&ULTAREVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01125/12 11104 SHEET NAME C.3 U) CD CD Q0 C= 00 00 coo CD cc mmmmmm 019 J"WR-0/ol NAND SPECIFICATIONS THE OVE DRAWIN REPR FED THEREBY AREAND SHALL REMA m NO PA E � )F SHALL BE COPIED, DISCLOS rOOFH RSORUSED THE CONNEC N WITH ANY WORK OR PROJEC IF 0 WHICI-ITH HAVE BEEN PREPARED AND DEVELOP VVI FHOUT THE WRITTEN CONSENT UAL CONTACT WITH F THESE RES_ RIC FIONS. IONS ON T1 IESE DRAWINGS 'EDENCE OVER SCALED DIMENSIONS: GONTRAc rORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUS I BE SUBMITTED ro FITS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 0 2011 RGLA SOLUTIONS, INC. 020 1 ROBERT C. LYON &ASSOCIATES. INC. DRAWNBY A5.1 JD CHECKED BY J013 NUMBER 11104 SHEET NAME A5.1 4 d L 'Mill �Ij� COMPACT REFRIGERATOR WC -4 MANUF: DANBY, 2.5 CU.FT. COMPACT REFRIG. -DAR259W ACCEPTED ALTERNATE: MANUF: HAIER, 2.5 CU.FT. COMPACT 1151 "$4R mjq�m 1; w w, "mWil, , RUIZ', i2iiiiIi GRAPHIC 5100 River Road, Ste 125 All FRAME b: W �ill I I Q "I I _", - --7-- i:i — — 7452 847.671. �44" X 56" lig, "lig "q TO �11 ill -44"GFI +44"GFI +44"GFI E3 I'LL TO 0 0 DRYING SHAMPOO/ "g TO SALON CORRIDOR w: REVISIONS: DATE: C-44 4] 4] u, II!T , - LL & ULTA REVIEW 01 12 1: NN '-35 Im, liI 14 C 19 p2221I C-35 p j Elul R' VABL M VA L MOVABLE FRAME & J FRAME, & L(:V:B: :-1 BID ISSUE 01124/12 DOOR, FRAME, & L-CYB-0 zcp_' DOOR, TO EXIT PROVIDE GRAY OUTLETS & STAINLESS FRAME DRYER DRYER DRYER Z��D JAMB Q�D L(�E) Z�Dp_i INSIDE CLOSET INSIDE CLOSET PERMIT ISSUE 01125/12 STEEL COVER PLATES, TYP. AT METAL PANEL A SCALE SCAL,E SALO'N ELEVATIONS 1/4"=11-011 2 CORRIDOR ELEVATIONS PROVIDE (7) ROWS OF SURFACE MOUNTED 2X4 FIRE ETAGERE STORAGE: r7 *8 1 TREATED HORIZONTAL BLOCKING (PAINTED P-1) FOR 1/2" FIRE TREATED PLYWOOD ON 3-5/8" ALL WALLS IN ALL WALLS IN P 1 INSTALLATION OF 10'-0" LONG STANDARDS, MTD TO FLOOR ALL WALLS IN ALL WALLS IN P-1 MTL. STUDS, FLOOR TO CEILING. INSTALL ALL WALLS IN STAGING ROOM, UNO STAGING ROOM, UNO .7 SEE DETAIL 7A THIS SHEET FOR ADDITIONAL INFORMATION STAGING ROOM, LINO STAGING ROOM, UNO SAFTEY CHAIN AND PAINT PLYWOOD P-1 STAGING ROOM, UNO LADDER STORAGE - GC TO PROVIDE 2 X4 BLOCKING, 's C-15 C-15 - C-15 c 15 C-15 C'1j C_ 15 C15 C 15 C 15 C15 ........ ... .......... PAINTED WHITE, CHAIN AND . ... ...... . . . .... .... .... cz. _--i Ii I-� 21 .......... ...................... ......... .. . ............ .. ... .......... . . . ............ . ..... .. ... . .. ... . . . . . . .. ... .......... . . . HOOKS. MOUNTED 60" AFF co BULKY BULKY BOLKY 12% (13 .. . ... .... ........... ....... . .. T-5 coo LOA . . ........... ... . . . ........................ C= . . . .............. ............. ................ ..................... ................ 11�1 - /71\ a_ ORGANADBYTYPE OROANIZEDBYWK BUBBLEWRAP q:; PARETMAP cc > ............... ... .......... .......... . ... ... ... .................. ... ... ... ... ?CA— 2,- . ... . . .... .. .... . . . ........ PYA ,.­._­ 4- 1... 7. n1.w.::':.­­­:'..1.' - T-10 mmmi . ......... _-ORCANi c — ... ... ... ... .. g m . . . . ......... . ...... .. . . ...... K ............... cm 0 RTV - SLOT BOXES A ETAGERE C= U) ............. ... ........... ........ .. [CA rq LOA LOA 4� T-14 ............. ... . ..................... . ..... . . ........................ ........................................ ............. .............................. .. . . -"' ... ... ....... ......... I ..... ........ .. . ...... .... RGALIZEDBYTIPE:­-�t "URGAN0BYI9E::':"%Lt coo w to 7 STORAGE 4 (D WATERLOA PCA ICA .............. . . .... . ... .... . ... 0 CA IZ 0 BY PYPE %R ORCANIZU)MYFE URCAN&ODYlYPE cc 1� BB�'..­­...­ '­­­ � 1 11 1 .11-1-11 ­­_­ ............... .. ..... ...... HEATER VENDING COATS ['CA IX'A .. ......... .. LAME 011,13 ONUANIZEDBYTYPE HOVIVE (IMNIZEDLYlYPE r - MACHINE .............. ....................... CLASS CLASS 0 JAMAGE BINS ETAGERESHELVES r-1 ETAGMS1fiLLVLS EIAG��N�UVLS 111014 C6 -BiBe L MDF SHELF r -A cc= DOOR& TO \--(V -2 SALES DB FRAME VB -2 VB -2 STORAGE SEE V -2 k GEOG%( D ETAI L 1 O/A5.3 OC �"427 SCALE % % -011 3 STAGING ROOM ELEVATIONS 1/4"=1 ALL WALLS IN G.C. TO PROVIDE PVC PIPE W1 CAPS, 36 ETEGERE END -CAP STORAGE FOR TRANSFORMER WELL STAGING ROOM, LINO ii *B%, LONG - 4" DIA, TO STORE FIELD COPY OF GC TO PURCHASE & INSTALL (10) HOOKS ALL WALLS IN ALL WALLS IN ALL WALLS IN CONSTRUCTION DRAWINGS. MOUNT TO ALL WALLS IN DETAIL SEE A/A1.1D P-1 P-1 AND (4) CHANNELS (TOTAL OF W-1)") OF THE STAGING ROOM, UNO STAGING ROOM, UNO STAGING ROOM 2UNO WALL WITH CONDUIT CLAMPS. STAGING ROOM, UNO FOLLOWING: GLADIATOR GARAGE WORKS HOOKS: GLADIATOR DEEP HOOK-GAWUXXDHRH - GAWC042PPY PAPER TOWEL CHANNELS: GEAR TRACK CHANNELS (2 PACK) DISPENSER SEE C-15 C-15 C15 5 C-1 5 1B P: 1-866-342-4089www.gladiatorgarageworks,com MOUNT BOTTOM@ 8A" AFF ............... ........... ..... OPENING SPEC ON SHEET SEAL: ALTERNATE FOR END -CAP STORAGE - A5,3 - ---------- - .............. CRAFTSMAN: ... ........... ... ...... ..... HE ABOVE D RA S AND SPECIFICATIONS ............... D A D IDEAS, DESIWGk�N RRANGEMENTS VERSA TRACK TRACKWALL #10124 OFF ALL I AIN THE PROPERTY OF THIS OFFICE, AND WHITE 5.5"X48" 75 LBS. RATED WEIGHT . . .... ... .. . .............. ------- .......... ART THEREOF SHALL BE COPIED, IT . . ...... DI 'LOSEDro Or[ IERS OR USED IN T1 IF PER SHELF HOOKTITE STANDARD C ECTION WITH ANY WORK OR PROJEcr CABINET SPECIFIC PROJECT FOR DOUBLE HOOK 910117 (11 " DEEP) WH THEY HAVE BEEN PREPARED AND TEN CONSENT NEW —1 DEV OPED WITHOUTTHE WRIT EXISTING ELECTRICAL OFT SOFFICE. VISUAL CONTACrWH­H THE DRAWINGS OR SPECIFICATIONS SHALL ETAGERE STORAGE: PHONE WATER [TUTE CONCLUSIVE EVIDENCE OF PANELS F-1 1'1.�L'7 i'­:'::�:'��7 ................. ...... ... PTANCE OF THESE RESTRICTIONS. ...... .. ... ... 1/2" FIRE TREATED PLYWOOD ON 3-5/8" BOARD HEATER WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL F:AVE:PRECEDENCE OVER SCALED MTL. STUDS, FLOOR TO CEILING, INSTALL ..... . ............. . ................... ........... D MIENS ONS CON TRACTORS SHAIT. VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS SAFTEY CHAIN AND PAINT PLYWOOD P-1 .... . ........ ..... . .... AND COND FIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED or ANY VARIATIONS FROM T1 IE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITHEDTO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING TO SOAP DISPENSER SEE WITH FABRICATION. DOOR I (::E)\ RECEIVING (::V: Z— FOR IT CABINET Ep- 1E)�' B_2::� CVB - 2 Q� FRAME INSTALLATION DETAILS, 6mmm VB -2 DUUK IN OFFICE SPEC ON SHEET A5.3 2011 RGLA SOLUTIONS, INC. SEE D/i 1 D FRAME @2011 ROBERTG. LYON &ASSOCIATES, INC. 0 SCALE 4 STAGING ROOM ELEVATIONS 1/4"=11-011 U I E U T Y G.C,, TO SCREW STANDARDS INTO STUDS L? AND SECURE SHELVES TO THE BRACKETS ULTA #537 TYPICAL WALL MARKETPLACE AT SEMINOLE WITH SCREWS GC TO PROVIDE & INSTALL STANDARD. SEE TOWN CENTER NOTE: A BLACK WOOD 8 X 10 ELEVATIONS FOR 1751 WP BALL BLVD FOR ELECTRICAL REQUIREMENTS IN PICTURE FRAME. SCREW MOUNTING HEIGHT. SANFORD, FIL 32771 OFFICE, REFER TO ELECTRICAL DRAWINGS TO WALL FOR DISPLAY OF STANDARD CUTS'TANDARDS IF CERTIFICATE OF L�z_ Q SCREW WITH #10 NECESSARY FOR OCCUPANCY HOLES AND SLOTS 00 T -STAT LOCATIONS GC (D PHILLIPS SCREWS 2X4 BLOCKING TO LINE UP INTERIOR M-214 - -214 TO BLOCKING TO LABEL BY RTU 9 & T-5 SCREWED & GLUED TO ELEVATION HORIZONTALLY T-3 AREA SERVICED T-6 STUD CONSTRUCTION. ACROSSFROM SALON & BACK AREA Lj PROVIDE (3-31/2" GC TO PROVIDE A PAINTED 11-0 STANDARD TO WHITE 1 X4 AND INSTALL M-213 M-213 zo LONG) SCREWS AT STANDARD. DRAWN BY ULTA SUPPLIED SEVEN 1" EACH CONNECTION, X JD "T2 (6) ROWS AT HEIGHT HOOKS. SPACE EVENLY 2X4 BLOCKING SHOWN. CONFIRM CONTINUOUS 2 X 4 CHECKED BY UNDER CORK BOARD C? BLOCKING, HEIGHTS W/ METAL "Z_ RL DOOR& (�P� :V:B _:2 STANDARDS IN FIELD JOB NUMBER FRAME (V:B:-:2>1 V-7" METAL STUD IN WALL x PAINTED P-1 HOLD CIO 11104 (D SHEET NAME SCALE SCALE A5.2 5 OFFICE ELEVATIONS 1/4"=11-011 7 STAGING BLOCKING DETAILS 1/2"=11.011 I I y I I IIL � fN11 __Illiri I .11 1 .1 . 1111 N a I 5 :.: ....:. 1. •. .. III 1. � ::. 11 . v .:.:.:.: r• I I: I: 4 i 14 ,.,..:.. , I I. I 1 II I i I , I 1. 1 I i I � :1611 CORRIDOR 6C I L III I I , { I IIi I IIII. i I I ,I it L:la „ IV II�,I I 1 1LI,. .I I i i 11 Ii. i 0 1 1 III L. : ,i+l 'r,' :.:.., I I.,:el ::. :...:... i 1. ma•I . I.., :: �. �..,,, .. ti �il, ih 1 :. ... i. I h,i l..J.. .._....:., 1 B A5.3 6D 6 ...141 1 41,1: o � I :IP r 1!h I ,. k•:v "IILI 11. r:. „1 I hail ::,d. I r,. 1 : ; IUIIe. 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II v:1u111101'I ll!hl!I,hIJ,ill:l �i IIIIN nIId INJIV i:;e: hh I� .�I::;;. a,,, il, \ 11111 I:Ir: 14 Ir!clriu'.. ,!.1 <r : �i lNuli 'J:In. - 6A TO 3 P _ CORRIDO 4 MEN'S I YF1WNW 5C 7 I f II 1�' 1 r `i r ea j I r 11 111 YI cu I Ii ii � I II I III N + NM. p I ''i I IIPIIIII�I,'4'$ul�Jilli Iiq I It'jll �, ro� r„ r T 'III f1 Yil li?�il�"2�Ii NrllR iIII 111!1 I! s.. 1 , I ,1 I II I ik I I I f! I I :: I. I I ( I I,I a I I I I I I s I II I II . (I. I ' IIII I :: I:,;: I i I I I I II L ft' 111 , 1 11 .111 I I'. I. I i t I , 111 i i , Ni) E.J m I I : 1 1 i I i i I ( it I I I FRAMELESS H X3 I 11 I .I I I �-2 0 I. I I 11. it 6 I i r I.: N III I I I h i; i i m 111 I ( , ii( I I I I ( I I I I I I h I I I I r_ I i I, I II r iI II II IIII I r I I I I: is ' Y 1 I YI.I 1111 6 I I I 11 � S I I W MIRROR W11 112 111 11 t'I,{,„hll!II!III u s iIII, �*,gra ,:hull 6 iIII 1 .tI11r 1I r, t, tP I �9 4 — Q FROSTED EDGE. SEE ,,, I I rl I THIS I 1111111 1'!14 ' � r DETAIL A THIS SHEET , r ry � PuI, �I ' 3 - U3 In FOR INSTALLATION L _ _ 5ccs `3 INFORMATION, DO NOT INSTALL TILE BEHIND MIRRORcm B A5.3 5D 6 DOOR & �;�• �T-2 P-1 PT -2 PT -2 P1-1 5A 2 FRAME 6o cQ�\� FUGHEGp/� �k tion ' 9 OD 4 s: (D (D (D CO . A. SCALE E � o, 3 SCALE L 1-011 I 1/411, 0I �t. 1A PT -7 WC-44PT-1 WC -4 PT -7 WC -4 P r 7 A5.3 , SEE DETAIL 9 ON THIS , . .111:.. ,.. x.,. i 1 11 6a - :.:, ,.,,. 1...... ( •+ n. .,:..,...n 1 k1.111 1 I 91,x, L: � : �; : i I v5. Iry IP SHEEP FOR TILE 1.1 N'.:.:, 1�.. ,I ::... '�. 1�, v+... I ,4 u:1 '.111 Lh»h.,. ...•.• 1 .. k•...,..X, III ...x I. :,.11...1,1 IIv : I ,:: I ,... 1 'N: ,a. 114 .., ::: I 1; I . i 11111 I ,. I .. :. i i ..•:,.. ., ., . I I .::: is ..,.. .. t. v... I a .. I .. .. (...:.: :'i .:. ( (.. 1,I ,. I:L::I V 1 LIIII II 111. ..1.11I . 1I 1 u 11 l.1 01. ..i :I 1111611 ) IIIiII.I.. I1 i I a ul I I I I i .:: 11•'. 11 I1 11 ,:i 11 :: (I : lL6 ,:. 1N1I. . .:.I::.... I....:III:I I n, I I ? _ ._ 1 ..i . I 1 : 1:. :.: .: ._I.:Au...1f1::.,1 � � �' , I�: �I., �, I LI i I 1 I 1:14 I I J i� I _.__.__.....I.:..1.l.: i I F a i �i I hI I: I :.(. ..:.. . _: _:: .1 I, ,:: I I ___::.. 111 CI.. +,.11n.1i : I INSTALLATION AT HIS , I i III i :.. ,:. : I. i. h. a :•, , I I ....,,.... � .. .. .. : I I : �.. N,.. :. • .. .:. I :. 1111,:11 ,.:::: I. i ...._. ... ..•..:. ::..... ..... ............. I.,1 1 .: .„ .I.( (I .:.:.:.: I Ii .II: - . II1,I Ii. .:1.l_...1._..1...Na.�..:. ..I1.6h1..I..,:, ..:: I.. ryN.. .�:l_l.1:s.\......,.,1...1..:a.,,:,:::. 1,..:.: .,, I,.. . I i,., L.. '.I .. .:.:.I.::::I.::..,111:1._.1: I,I:,I (1. 1 , n1� .1 I � 11 L 1 .111.ill �:L. 1 .,r.1 ,1 :1: I f1:..:1.I. 1 :L A�5..:.,.3. ,:LLII. I ! lI:.•::..:1• :1..... u. . :.l (.:. ... il� i) 8i, ul 11 :..I. : .I I,I . I A_ _.5:_. . I:1: . 3, .' . :..,I •,:�I..:r:k,. :.I.l. l .1 .11 I i 1 I I 1.IILI..1. •:.,:.. II,I:I::.J, :.I,II .:� ,1�11112�..1.....I.t.I .I .1.rI11), .1. .:..) ,, 1. I .,: I .:.1.�.. .„:. . . , I �i.':.�..:i:.:,. .. i L1�,rt. i , ,,:.:.:1..: 1 I . .. .:,1:I :11 :I ,°.:.,. .1.i ..s :..,• 11.1..,......:...::...,:11�1., .1 . _.1. 1I11I .6III ,::.. I . .: 1•...•. 1.._.:1..., .. .. .... v __—..:. ._.... i— — ,..I,1. : H ABOVE BRA uAND SPECIFICATIONSATIO N S POINT. IDEAS,UE ANUARRANGEMENT.L1.:1 111� i RESENTED TH RE AND SHALL 1.11..1:..:. 1 II 1 01 I ...... ...., :. a..... , .i. ., • r I ... :�: 1 ,.:.:....IIL::: _,,,.. .:, .., ,,,.. w _�) w i. it :. .:,1;, I i . ........:.::.. _ s~ _ � MAIN THE PROP OF TEIIN OFFICE. AND f .. ', , I) 4 FRAMELESS 3 2 H X3 0 ,[.. .. :;: :I ..:I :i +i.. :. ....1 s. I4 .......: .: .., ( i :::: 11:. "::: r _.:.1, •,, 4.a._, 6_ .:., . 1..1 IIu. t1�1 i.. N COPIED, 2 I , :: ::-:, v II I L1 .. IL 111 i 1 II ,• ARTTHEREOFS � BE 1 1 .. 1,. n .. I. �. 1.. d:: _.. 11 I, 1 PI. 1. I :........r. t •_I: ( L1 - � ( 1 L.._.. .:�:;. - .. _._I;• I , I I !:, r .° .:1 11, n, ;..1. a. i .: .. i i 1. 1 L; u � •. 1 .1 i 'shl i I.: ., .'r..111 Ii: PI _ 1 p 11.,1..1 1 is I I Irt .,ED u TIE DI OWED I'OOTtIERS R IN a. .....1.1 1 ... -..... .:: 1 (1 h N A W MIRROR W/ 1 12 5.3 1 j' CO- ECTIONWITH ANY WORK ORPROJEGT ,., 1,. .: ,:::. IL. ,:'.1.1 ,le j. L. I I, :... ,a .,. I:I .. .,1... >,,,. 1. 11, r......: .:.:.. •,., I (. .: .::. -,1 (:.4 ...... 3 .:., _....... Ial I I iIt 1. :rTHAN THESPECIFIC PROJECT F ORTO FROSTED EDGE. SEE WHI LHEY HAVE BEEN PREPARED AND /any /y _ _ �o �e DEVE ED WITHOUT THE WRITTEN CONSENT CORRIDOR 4 L DETAIL A THIS SHEET 1°'1011 TOF HESE (OFFICE. NGS ISUALCOR TA TIWIITH 5 SHALL Irel III \ 1 FOR INSTALLATION TE CONCLUSIVE EVIDENCE OF 7 INFORMATION. DO NOT 2 X4 FIRE TREATED k�GGEPT �EGFIONSONTHESE DRAWINGS �V 1 EN ENSIGNS ON THESE DRAWING5 INSTALL TILE BEHIND BLOCKING TYP. SH IA PRECEDENCE OVER SCALED (� I DIME . CONTRACTORS SMALL VERIFY MIRROR AND BE PONSIBLE FOR ALL DIMENSIONS DEMISING 111:1 AND CONDITIONS ON THE JOBAND THIS LJ /'+ I NG TOR OFFICE MUST BE NOTIFIED OF ANY PT -2 \� PT -2 fp--f3 ODOR PT 2 PT -2 STAGING WALL VARIATIONS FROM THE DIMENSIONS AND F,m „ ME CONDITIONS SHOWN BY THESE DRAWINGS. 1 SHOP DETAILS MUST BE SUBMITTED TO THIS 31411 FIRE TREATED OFFICE FOR APPROVAL BEFORE PROCEEDING R RE E! D WITH FABRICATION. A B C D PLY(�IW�'OOD TYP. PAINT (2--l) 1 02011 RGLASOLUTIONS ,INC. @20 ROBERT G, LYON '& ASSOCIATES, INC. 1 X4 FIRE TREATED BLOCKING TYP. SCALA - 5 MEN'S ELEVATIONS"ONTINUED 114`°®11-011 PAINT P-1 WING WALL - 3-51311 MTL STUDS WITH 51$ DRYWAL WC -4 BOTH SIDES ULTA #537 MARKETPLACE AT SEMINOLE P-1 TOWN CENTER WC -4 WC-4WC-4 WC -4 1751 WP BALL BLVD. h' 1SANFORD, FL 32771 1,11.. hII 1 111111111: Nuilil .1,,11 I 1 I:r,,„: L,:II I„ ,1I,;, 11III I ..„1114„NJ ,1;111:, (IIII II"' 1 ' jl1 11 11.1 MIRROR TO BE .I:MI! 111111 pp,61 N..6 u. 1 it Y':11 t'.:..:1.6 .Ill ip d - :::1.,111 t 'h:1•I 111,111 i 'liir :'i6,J (1 III ,:•.a 1. II , I :fii VII I IIi,!.1; ii li� �.,,rv1; 314 II ,_,::Y2, . '. r+" 1 u•1 !'UI ,.6111: t... I,Iu, 111 , III .. I�:111 11 llrt al. u i t rl.•: r:�:.: ..I,�.Nr l; ,1111 1 J„; :: a:;':” a..., ..1111 •�- ,.,, '.'''o -r' :'''' Ill (. II 41:11.11 I III!:.. 11.:64::: II n 1 i.. :;::II ,c::a. ,,.,,: FIRE TREATED INSTALLED - Ia11 .,.,, i I i:a}; :hn.,l. 7 I I ,,.,-1•,n;, rvi, 81 : a,il i..�T r 1) !I �,. IL.:,I: :J:iN 1h I eI, „8p k -:m: 1 ,'i�i ::,,'". 1 ,,:: �: 1 10 'IIIu11 !ih' IIII I rlhi 1: IG'11 ,k Lryli!II�Ini1N'IIIi�IiIIIJ I�III!I 111144�1;4,'1114,NIII,i) 1 e111I1!IIIIJii6lip�iil IIPIII BETWEEN WALL PLYWOOD TO FLOOR IIII �'1 IJ ,,,: P I I'iillil, iIV I� � tll ifi l!I, r,i!igt laJs'(H1, 1„.��y 1 ii'll li',':f;IIII�iIIiV I�,..:. i '1 14,!11 II ':iL'' I I ;7 -'[q ,IPIa::,.111II '.1'11;114. ',,I!jllii,'I'll” �`F: I17�I�11'Ih�P�h �I * ,It4P141'4,,iJU1oI�lll,: :116'.1111,.1.1 I INTEERIOOR 11 ;, ;�r , s , IIIIhIi''I,Idlllill'l'Ilil �'I'llilll 1 I TILE. TILE TO FIT ll'{p'illll E \ Iiu11 iii ( L�,;11 u l 1 VIII IIIIINIIIiII 6'll hill IIIIII�d,lp' Til a III VB - ELEVATIONS lijl'11111 IIIIIH I 1'il i lr' Ii i1�NlII1� 11 �1,114,a�1+�, I I TIGHT TO BACK IMP n4 it :1 ( i �li' lilt vft: t+'.Ndk;�,n Ilii1N�illi,i! i,. \ lliir:l�i liil 1'111 III' IIN�III Iii rill i,, lil�l{�;:1 CORRIDOR p(�9, 4 •!IW u'ii 1i 411 :1!811: \ IIIIII rill IIII �I 'li'�i ill t v i I'1 I I WALL, Cb/I NA AID®I ® 6d5 OPEN L } NiillldIII,J. / , .1111 N, TO ly Ii; Ili 6 4,. if ill kk ,I TO 111114>, k uII I I IIj11•I11 I II ; , II 411, II,I,II ;i , I � „16 !' I I III 'III ' I Irl' 4rilll; �7 ELEVATION SECTION P-1 11,(i!I',lill 11111 1 'f ,1j ;il }, 1i .1 , II IIryI1( 1 _ vd rl'i x141161;, 9 @ gg�—S �p-qq, p�pp,�/p�S III 4,:,;, il'i6' III'till 1 i:!il TO IIi l (h�U Til Ii aG: ''I'1 '1111a 114 1 'iIII Y ilil'''il''llii�i �q 8 A B R9�.VTI'900./1YIleJ III I. I;II I, IIIIII IIII II!,,!111 i,I r. MENS iIII;✓✓ 1'l �l�l•1 W4MEN5 IIII IIIIII illi, I I JII} Itu ahl' IUIIJIIIin`': 41, a, i!, Ilii ;y ii SALON Ii, !III UII r 1���vkl tIII'I VB -1 4!':1111 il�ig�il�P�i61�l,ill�. J;,l'lJiI I' 11111111 1, II 11111' ,III IIII I I II ,; a I1 41%IIIIIIIII. 1161111,. 111111 411 - ' 'IIIIII j1 I,IIOI '71111111, ni,i il',11'i �I IIII J1 (I; (1; :IIh"I '. '1 IiIi !1 n 11 I:r DRAWN BY 1 l ' y 11 it 1 III'i� IIIph liil Ilih,il ill�l Mil i:•LI 1'1111 / 11 III IIII hId. I. "':,11;811 i , .:4 11!� i rp 111 Ih !lN9s ar11 1 A .11II'I'II'I'illll Ii �IIIi,u lull I .,1i III III ;'Til I, x111 i,Illi III 4�.. I,Ir II I•I;lip 1 Lnll 116 1 1:: IhLrn[I"r;'i, a'"• 1111 L' {,I rllld� Tillih �'1:1Fii III Illildl: �311�i!11 tl �d"IlhihNi11 �IHx,hdll��r: JD DDDR FRAME DOOR CHECKED BY VB -1P-1 & JAMB P- I & JAMB 1VB-1 & JAMB P-1 u RL JOB NUMBER - PT -2 11104 SHEET NAME SCALE SCALE SCALE A5.3 6 CORRIDU L I 114 =1-0 MIRROR DETAIL 11'181=1° 0t1 SHELF DETAIL 1121111-011 , I a I.( _,o-; _:: W __I.....__.:.- _.., lY,.a,e :_ ._ !J _ _._-. L. .., - _ ._. _>1,„s . _ _ 1_J _y. ,...�.. L. _,IlI 1.L_l._._., »� _-J]_-.L,..,lw1 L,l: .. __ .I - I.1L IJ Lu1.1.;a.,__..1_ I CD/LC PANELBOARD: D (EXISTING) FAULT CURRENT: REFER TO RISER DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 225A AIC RATING: REFER TO RISER DIAGRAM ISOLATED GROUND BUS MAIN SIZE/TYPE: MLO SERVES: ULTA BEAUTY VOLTS/PHASE: 208Y/12OV, 3PH, 4W MOUNTING: SURFACE SE Na 1 LOCATION: STAGING, ROOM #:101 CKT DESCRIPTION VOLTAMPS/PHASE WIRE BKR P I P BKR WIRE VOLTAMPS/PHASE DESCRIPTION CKT I ;/ ,i%i 10 2 = TWO POLE WALL SWITCH A B 20 EX 3 -THREE-WAY WALL SWITCH , L EF -1 (EXISTING) OF CIRCUITS, HASH MARKS INDICATE NUMBER OF 3 4 = FOUR-WAY WALL SWITCH AMP N0. 10 NO. 1 SPARE, 20 10 �_ r� /;!// 1 4 20 1 1 20 10 200 /,/� ,,/• iP' RCPT CASHWRAP (IG1) 20 10 3 SPARE j/, //. // LTG - RESTROOM + EMLTG ;!/� ; 1 _ 20 1 1 LO 10 / 200 / /j//j RCPT CASHWRAP (IG2) 4 12 12 12 SPARE j/ _DOUBLE ® CONUUTTIN/UNDER FLOOR/GROUND CONSTRUCTION 20 10 SPECIAL RECEPTACLE - NEMA TYPE AS NOTED 20 1 1 1 20 10 r` r. 200 RCPT CASHWRAP (IGS) _- 6 7 EMS SYSTEM POWER SPARE 200 � Tj`/- �1` / 12 20 1 20 1 1 1 20 10 10 200 / fl,;/ �?/ ,j RCPT CASHWRAP (IG4) ffi 9� - 11 SPARE / /' // / / / � / � ' / , /, G� 1 080 /. / / 540 - 20 1 - 1 20 20 10 , �- / :' 200 - // / 180 RCPT CASHWRAP (IG5) RCPT CASHWRAP (IG6) 10 12 13 SPARE -- _ -. / /, /// // , //. 27 29 20 -1 1 20 -10-- f0 400 T , / 600 / , n % CHIME SYSTEM POWER -- -- -14 1 RCPT TELEPHONE BOARD 1 / / 400 //, / 112 20 111 A 20 1 //jf rr /RCPT - CONCEIRGE 1ffi 17 CHECKPOINT SECURITY T l /; ' 1 6 0 0 T IIO 20 1 1 20 10 T. V 180 f -1 _ RCPT CHFlRGERS 1ffi 1 ,000 r. � SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. 19 RCPT TELEPHONE BOARD 2 `� 40�0� % MULTI -SERVICE OUTLET - FLOOR OR WALL MOUNTED. INSTALL �Y/� 112 20 1 1 1 20 20 12 1,200 �i '- RCPT - IT CABINET 2� 21 SPACE / ; '�f A f//'%� 40 1 1 00 BOX WITH TELEPHONE DATA AND POWER MULTI -SERVICE FLOOR , �!�p 12 1,200 ,/ /// RCPT - COFFEE MAKER 22 23 RCPT -DEMO TABLE HAIR DRYER 9 / � L 200 '180 ,L 7 T/ r,r� T 1'2 10 20 1 2U 1 1 1 20 JUNCTION BOX/OUTLET BOX 10,135 / T :// 'l/RCPT � SPARE �__..-. ----/ SPACE23 24 2ffi LOAD J 1 / / / i27 COOLING -11.11 111._PS HEATING - . .. ._.... LIGHTING RECEPTACLES _I..... _-1-1-1-111 . MOTORS _ _._ ...... _. .. SUPP HEAT .. �..._...._, .. ___-1111 MISC EQUIP _- ...... 1 013 ..1-111-111--11.. 1110 720 _ _ 1,231 19,720 100 _.. 1 25 0011 _ 1.0/.5 ..._ 1.00 _. 1.0 0 1111 1.00 (SURFACE OR FLUSH MOUNT) <TV> CCTV -PROVIDE (1) COAXIAL CABLE - 9,675 FI E ALARM TOTAL PHASE C - VA FLUSH MOUNT), TYPE AS NOTED RCPT - HAIR DRYER #10 ' /// � 1,200 / ,L 10 20 1 1 - 20 12 - 200 �! ;, FACP - - - -30 2ffi -- 29 RCPT - HAIR DRYER #11 '/,%',j ��l/ 1,`200 10 20 1 1 20 10 //� /' 2,300 WOMENS RR HAND DRYER 200/3/160 DISCONNECT SWITCH - "200/3/150" DENOTES 31 RCPT - HAIR DRYER #12 1,200 //1./ AMPERES/POLE/FUSE NF= NON-FUSED CB= CIRCUIT - 20 1 1 20 12 200 ''' COMBINATION DISCONNECT (SAFETY) SWITCH AND SMOKE DETECTORS 32 33 SPACE04 1 CEILING MOUNTED AUDIBLE NOTIFICATION APPLIANCE CONN. VA LCM USE E M A STARTER SIZE NF= MA 1 1 20 12 5,199 200 •REAR 0 D L DOOR BEL 34 33 SPACE T - _-__ ," /Y / L / c - _ _4 _/% 7/ -_- 1 __.___ _._ _ 1 ..-_ 20 ..-_- 12 _.__ - _ '%` /, i, / ;: .L _ L // _ 200 -% c REAR EAS SYSTEM - -33 37 SPACE r-; r r �� j r ! / �e 1 1 20 10 _ 800 -I � LOWER NUMBER INDICATES SHEET NUMBER RCPT REFRIGERATOR 38 3� RCPT - HAIR COLOR CO MP. / 200 , / 12 20 1 1 20 1 0 AMPS 2 300 ' PANELBOARD NOTES MENS R AND DRYER H R 40 41 SPACE !/ ; / T 1 1/,`/ 1 / SPACE 42 SUBTOTAL 1 3,000 1 1,800 1 2,980 3,000 4,900 3,060 SUBTOTAL TOTAL PHASE A -'VA 6,000 LOAD CONN, VA DF 1 LOAD I CONN. VA DF TOTAL DEMAND 18,740 VA L52 A AMPS 50- 6,700 COOLING_ HEATING LIGHTING RECEPTACLES Or 5 M OR __. _ __ . SUPP hIEAT MISC EQUIP -- 980 _ _ _ .__..... __ __.-, 17,780 - 111-1-11 1.00 0SIGN/DISPLAY 1.251 1.0/.51 1 00 _ ._ _.. 1.00 .._ - 1.00 REFRIGERATION KITCHEN EXISTING LARGE OTO M R _-.. _ .0111. _. __ SHOW WINDOW ._,,.__._._.-, .,____ LTG TRACK - 1111. __ _ . _ - 1.00 1.25 1.00 1.0 11 0 1.25 1.25 - 1.00 - -- TOTAL PHASE B -- VA _ AMPS 56 TOTAL PHASE C - VA 6,040 AMPS 50 TOTAL PNLBD - VA 18,740 -- 52 AMPS PANELBOARD NOT IG - ISOLATED GROUND CIRCUIT LO - HANDLE -ON CLAMP LCK - HANDLE PADLOCKABLE-OFF DEVICE FA - RED/HANDLE-ON CLAMP EX - EXISTING CIRCUIT TO REMAIN. OF - PROVIDE GROUND FAULT CIRCUIT BREAKER & CONNECT WITH #10 WIRES LTG TRACK -TRACK LENGTH CD - CONTRACTOR TO PROVIDE LABEL WITH CIRCUIT DESCRIPTION ON COVERPLATE SIGN DISPLAY - SIGNAGE & DISPLAY CASE ! � i',ilW";611��l ,� 311 ) i CIRCUITING ,& WIRINGWIRING CKT VICES & OUTLETS VOLTAMPS/PHASE SWITCHED HOT CONDUCTORS (SHOWN TRAILING NEUTRAL) BKR AMP SINGLE POLE WALL SWITCH (NO LETTER DESIGNATION) P NEUTRAL CONDUCTOR 2 SWITCH LETTER DESIGNATIONS AS FOLLOWS: B UNSWITCHED HOT CONDUCTORS (SHOWN LEADING NEUTRAL) /&7� 1 STOREFRONT SIGNAGE 1,200 ;/' //' ;/ ,i%i 10 2 = TWO POLE WALL SWITCH 1 HOMERIJN TO PANELBOARD, ARROWS INDICATE NUMBER 20 EX 3 -THREE-WAY WALL SWITCH , L EF -1 (EXISTING) OF CIRCUITS, HASH MARKS INDICATE NUMBER OF 3 4 = FOUR-WAY WALL SWITCH ;// j 720 OR P1 CONDUCTORS, INFORMATION AT ARROWS ARE CIRCUIT 10 D = DIMMER TYPE SWITCH 1 - P1 357 S AND PANELBOARD. NUMBER A 20 10 c 0� - OCCUPANCY SENSOR /�I , FLR RCPT - COLOR COSM 1 4 7 P = SPST PILOT LIGHT SWITCH l -r ;� / i / 263. ,' EQUIPMENT GROUNDING CONDUCTOR IN CONDUIT 12 K = KEYED LIGHT SWITCH 1 (GREEN INSULATION OR BARE) 20 10 M = MOTOR RATED SWITCH 500 FLR RCPT BENEFIT WAX 1 ffi LTG - RESTROOM + EMLTG WP = WEATHER PROOF 1 _ ISOLATED GROUNDING CONDUCTOR IN CONDUIT (GREEN INSULATION WITH YELLOW TRACER) 20 10 SIMPLEX RECEPTACLE - NEMA 5-2QR, UNO - �i/ FLR RCPT BENEFIT LTC 1 ffi ------. 11 13 DUPLEX RECEPTACLE - NEMA 5-20R, UNO !! 502 ' ; // /t;71�'� rt ' 502 ,•-,� CONDUIT CONCEALED 12 12 12 DUPLEX RECEPTACLE - NEMA 5-20R, UNO 1 _DOUBLE ® CONUUTTIN/UNDER FLOOR/GROUND CONSTRUCTION 20 10 SPECIAL RECEPTACLE - NEMA TYPE AS NOTED FLR RCPT - BENEFIT WAX 2 ' - - - EXPOSED CONDUIT0FC1 OR'6 GFCI TYPE RECEPTACLE* 20 10 20 1L FLEXIBLE CONDUIT 500 FLR RCPT - BENEFIT LfG 2 - FLR RCPT PRESTIGE GEN - __.____.- ISOLATED GROUND TYPE RECEPTACLE * 95 �LOW VOLTAGE CABLE (NOT ROUTED IN CONDUIT) %'�� 502 RECEPTACLE INSTALLED 6„ ABOVE COUNTER OR BACKSPLASH * -- 12 20 T 1 RECEPTACLE INSTALLED IN CEILING * _ 20 12 -- CONDUIT TURNING DOWN __ 11_11_ ,. / FLR RCPT - PHILOSOPHY 16 97 21 LIGHT ARCH D SALON _ LIGHT ARCH B HAIRCARE - LIGHT ARCH C HAIR DRYERS Nfl RECEPTACLE INSTALLED IN FLOOR* 12 12 12 -0 CONDUIT 'TURNING UP I 1 1 1 1 1 20 12 0 2 10 20 10 / / � / � ' / , /, G� 1 080 /. / / 540 740 FLR_RCPT 'PT SKINCARE DERM G_ _ / _ FLR RCPT DERMALOGICA ! FLR RCPT - STYLING TOOLS 1 /rj/r *DUPLEX RECEPTACLE SHOWN, SIMILAR FOR OTHERS 23 _ _ 2 CONNECTION POINT OR EQUIPMENT TERMINATION wP 868 10 1U 20 I 20 _ 1 RECEPTACLE LETTER DESIGNATIONS AS FOLLOWS: 20 10 _ 20 10 ' 1,080 ff� I`LO FLR RCPT STYLING TOOLS 2 ��j FLR RCPT - SKIN/BODY 1 C =CLOCK HANGER TYPE 27 29 EQUIPMENT TERMINATION /j'` / 1,000 ' !//////"/', '-1/� E EMERGENCY POWER 10 1C LIGHTING 1 I = SWITCHED 20 10 � 11080 % // / FLR RCPT - SKIN/BODY 2 - -SPARE IG = ISOLATED GROUND IG 20 31 WALL DISPLAY -- BENEFIT TR = TAMPER RESISTANT �'L` ,: ' , A FLUORESCENT LIGHT FIXTURE: (SEE LIGHT FIXTURE SCHEDULE) 1 WP =WEATHERPROOF WR =WEATHER RESISTANT 2_ 83 12 15--1 10 20 dM V TELEPHONE OUTLET - FLOOR OR WALL MOUNTED. INSTALL _ �- WALL. DISPLAY PRESTIGE GEN a = SWITCHED BY SWITCH "a" // �' F AT SAME ELEVATION AS ADJACENT RECEPTACLE UNO. �0 A = LIGHT FIXTURE TYPE "A" 1 15 2 1 / , 5 ,/�� 5 RECIRCULATION PUMP V DATA OUTLET - FLOOR OR WALL MOUNTED. INSTALL AT WALL DISPLAY - PHILOSOPHY - - - _ /,% ' z , , f '- ✓/ �, 500 � � 1 ,000 r. � SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. 20 20 _ 1_ 1 1 - 1 MULTI -SERVICE OUTLET - FLOOR OR WALL MOUNTED. INSTALL / / /` /" 1; 1 080 /` // o A LIGHT FIXTURE - CEILING / WALL MOUNTED. 36 AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. - L DISPLAY MINI ALL WALL P M WALL A = LIGHT FIXTURE TYPE A A 1,_000 / 10 20 MULTI -SERVICE POWER POLE WITH TELEPHONE, DATA AND POWER 1 A- EXIT SIGN - CEILING / WALL MOUNTED, ARROWS AS INDICATED. "A" A OUTLETS A = TYPE, SEE SCHEDULE IN SPECIFICATIONS 40 A = LIGHT FIXTURE TYPE (SEE LIGHT FIXTURE SCHEDULE) LA 00 BOX WITH TELEPHONE DATA AND POWER MULTI -SERVICE FLOOR , 750 12 20 OUTLETS A = TYPE, SEE SCHEDULE IN SPECIFICATIONS 1 A EMERGENCY BATTERY PACK LIGHT FIXTURE - CEILING/WALL / ' / 720 FLR RCPT -CENTER 3 42 MOUNTED. (SEE LIGHT FIXTURE SCHEDULE) 4,459 5,280. THERMOSTAT 1 5 676 4 395 � 4 2 SUBTOTAL 0 0 JUNCTION BOX/OUTLET BOX 10,135 POWER EQUIPMENT ICES CONN. VA I DF -SALON STATION LOAD J JUNCTION; BOX/OUTLET BOX /`l2_ ! ELECTRICAL SERVICE PANELBOARD COOLING -11.11 111._PS HEATING - . .. ._.... LIGHTING RECEPTACLES _I..... _-1-1-1-111 . MOTORS _ _._ ...... _. .. SUPP HEAT .. �..._...._, .. ___-1111 MISC EQUIP _- ...... 1 013 ..1-111-111--11.. 1110 720 _ _ 1,231 19,720 100 _.. 1 25 0011 _ 1.0/.5 ..._ 1.00 _. 1.0 0 1111 1.00 (SURFACE OR FLUSH MOUNT) <TV> CCTV -PROVIDE (1) COAXIAL CABLE - 9,675 TERMINAL CABINET (SURFACE OR FI E ALARM TOTAL PHASE C - VA FLUSH MOUNT), TYPE AS NOTED AMPS 72 - TOTAL PNLBD VA PLYWOOD TERMINAL BOARD FOR TELEPHONE FACP FIRE ALARM CONTROL PANEL/UNIT PANELBOARD NOTES SQUARE® POWERILINK P E D BREAKERS TO BE C® D SMART BREAKERS UNLESS MOTO OTHERWISE # - EM5 CONTACTOR CONTROL GROUPING U - PROVIDE AN UNCONTROLLED BREAKER V - VERIFY IF EXISTING BREAKER IS CONTROLLABLE. IF NOT, PROVIDE NEW 20A CONTROLLABLE BREAKER. LTG TRACK - TRACK LENGTH HT -PROVIDE HANDLE TIE FOR CIRCUITS SHARING NEUTRALS SIGN DISPLAY - SIGNAGE & DISPLAY CASE SYSTEM, UNO. SIZE AS NOTED. = FACP RECESSED FIRE ALARM CONTROL' PANEL/UNIT 38 %/ , ELECTRICAL DISTRIBUTION PANELBOARD I E PULL STATION 2,400 TRANSFORMER ®- DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) 20 10 /// RD RCPT - DRYER #2 - 1111 -- -- MOTOR 41 EN , WALL MOUNTED AUDIBLE NOTIFICATION APPLIANCE ,/ .!// 200/3/160 DISCONNECT SWITCH - "200/3/150" DENOTES SPACE MWALL MOUNTED VISIBLE NOTIFICATION APPLIANCE %% i AMPERES/POLE/FUSE NF= NON-FUSED CB= CIRCUIT ## ## INDICATES CANDELA 42 BREAKER (200/3/CB) EN WALL MOUNTED. AUDIBLE/VISIBLE NOTIFICATION APPLIANCE, 7,303 COMBINATION DISCONNECT (SAFETY) SWITCH AND ## ## INDICATES CANDELA SUBTOTAL 30/3/15/1 MOTOR STARTER "30/3/15/1" DENOTESAMPERES/PULE/F/N 1 CEILING MOUNTED AUDIBLE NOTIFICATION APPLIANCE CONN. VA LCM USE E M A STARTER SIZE NF= MA 1,695 E VA NON-FUSED CB= CIRCUIT BREAKER (30/3/CB/1) 5,199 CEILING MOUNTED VISIBLE NOTIFICATION APPLIANCE, 101 - COOLING - HEATING LIGHTING ____. RECEPTACLES . ## ## INDICATES CANDELA REFRIGERATION SIGN/DISPLAY KITCHEN _1111.- ____ 1_1__ EXISTING - __. _. MAGNETIC MOTOR STARTER, NEMA 2 SIZE AS NOTED, 3 -POLE, UNO. 1.00 1.25 1.00 _,._..... _. .. 1 OU 11.. _._...... CEILING MOUNTED AUDIBLE/VISIBLE NOTIFICATION APPLIANCE, - 12,500 AMPS ## ## INDICATES CANDELA _ 11,203 TS TIME a SWITCH 93 - 83 - ._ 30,200 PG PHOTOCELL ANNOTATION LARGE MOTOR _._ ._ .0110_ ._.0001 SHOW WINDOW LTG TRACK-- INDICATING LIGHT FilELECTRICAL PLAN NOTE CALLOUT I� TOTAL PNLBD - VA ® PUSH BUTTON AMPS DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER PANELBOARD NOTES GF - PROVIDE GROUND FAULT CIRCUIT BREAKER & CONNECT WITH #10 WIRES, ' LOWER NUMBER INDICATES SHEET NUMBER SIGN DISPLAY -- SIGNAGE & DISPLAY CASE C RECEPTACLES MOTORS . _........_........ ........ 1111. SUPP HEAT -- -- - - MISC EQUIP AU®! VIDEO EXISTING LA11 RGE MOTOR ..........___....___,___,_1_ SHOW WINDOW -.11111. ... 10 11_._.I .. LTG TRACK S CEILING MOUNTED SPEAKER 1 OQ 1 25 - ..,._._... 1.25 I 1.00 TOTAL DEMAND 26,844 VA 32 A V 'WALL MOUNTED VOLUME CONTROL IG 8 IG IG IG EM,I. IG E IG E E IG E CD E IG 6 E E E FA 6 LCK E LO E E E LO GF E LCK E E IG OF OF PANELBOARD: B (EXISTING) FAULT CURRENT: REFER TO RISER DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 225A AIC RATING: REFER TO RISER DIAGRAM MAIN SIZE/TYPE: MLO SERVES: ULTA BEAUTY VOLTS/PHASE: 208Y/12OV, 3PH, 4W MOUNTING: SURFACE SECTION, 1 LOCATION: STAGING_, R00_M_ X101 CKT DESCRIPTION VOLTAMPS/PHASE WIRE NO. BKR AMP P P BKR WIRE AMP NO. VOLTAM PS/PHASE DESCRIPTION I A I B I C CKT 1\10, B I C 1 STOREFRONT SIGNAGE 1,200 ;/' //' ;/ ,i%i 10 20 1 1 20 EX 1,176 ! f, , L EF -1 (EXISTING) N0. 3 FLR RCPT - BARE ;// j 720 /5", / 10 20 1 1 20 10 / // / 760 /�I , FLR RCPT - COLOR COSM 1 4 7 PARE l -r ;� / i / 263. ,' �/� 12 20 1 1 20 10 / ✓' 500 FLR RCPT BENEFIT WAX 1 ffi LTG - RESTROOM + EMLTG 20 1 _ 1 20 10 500 � //% - �i/ FLR RCPT BENEFIT LTC 1 ffi ------. 11 13 LIGHT ARCH E -BARE __:_---- LIGHT ARCH E - BENEFIT LIGHT ARCH E- PHILOSOPHY !! 502 ' ; // /t;71�'� rt ' 502 ,•-,� 502 / ,- / 12 12 12 20 26 20 1 1 20 10 ! 500 FLR RCPT - BENEFIT WAX 2 ' 10 1 1 1 1 20 10 20 1L �T /, / 760 � 500 FLR RCPT - BENEFIT LfG 2 - FLR RCPT PRESTIGE GEN - __.____.- 12 14 .___.__ 95 LIGHT ARCH A - DERMALOGICA %'�� 502 %' '; -- 12 20 T 1 - 1 _ 20 12 !i / / 740 __ 11_11_ ,. / FLR RCPT - PHILOSOPHY 16 97 21 LIGHT ARCH D SALON _ LIGHT ARCH B HAIRCARE - LIGHT ARCH C HAIR DRYERS / f ,+ 634 i r'7; ////,// 556 532 T / L _. /j �/ 12 12 12 20 20 20 I 1 1 1 1 1 20 12 0 2 10 20 10 / / � / � ' / , /, G� 1 080 /. / / 540 740 FLR_RCPT 'PT SKINCARE DERM G_ _ / _ FLR RCPT DERMALOGICA ! FLR RCPT - STYLING TOOLS 1 /rj/r 1 ffi 2� 22 - 23 _ _ 2 LIGHT ARCH G -LIGHT� -SKIN/BODY1 LIGHT ARCH G RCPTS / : 360 `%j%�,�/ 868 10 1U 20 I 20 _ 1 1 _ 1 20 10 _ 20 10 ' 1,080 ff� I`LO FLR RCPT STYLING TOOLS 2 ��j FLR RCPT - SKIN/BODY 1 24 2ffi 27 29 WALL DISPLAY BARE _ WALL DISPLAY COLOR COSM /j'` / 1,000 ' !//////"/', '-1/� / j 10 1C 20_ 20 1 I 1 1 20 10 � 11080 % // / FLR RCPT - SKIN/BODY 2 - -SPARE 28 30 20 31 WALL DISPLAY -- BENEFIT 1,000 l ,/,' r' �'L` ,: ' , 10 20 _ 1 1 2_ 83 12 15--1 10 20 / ' / / SPARE ---------- 32 33 _ �- WALL. DISPLAY PRESTIGE GEN T /, //,� 1,000 // �' F 10 �0 1 1 15 2 1 / , 5 ,/�� 5 RECIRCULATION PUMP 34 1 - 1 WALL DISPLAY - PHILOSOPHY - - - _ /,% ' z , , f '- ✓/ �, 500 � � 1 ,000 r. � 1 p - 12 20 20 _ 1_ 1 1 - 1 20 12 20 10 / / /` /" 1; 1 080 /` // 840 RCPT - WATER COOLER & RR -_ _._- / ,FLR RCPT -CENTER 1 i38 36 % _-LiLL= 1,200 - L DISPLAY MINI ALL WALL P M WALL 39 WALL DISPLAY - DERMALOGICA//&/,;�// 1,_000 / 10 20 1 1 20 10 / / 720 // / FLR RCPT -CENTER 2 40 41 LTG -SALON PENDANTS % // !/Ti 750 12 20 1 1 20 10 / ' / 720 FLR RCPT -CENTER 3 42 SUBTOTAL 4,459 5,280. 4,652_._ 1 5 676 4 395 � 4 2 SUBTOTAL 0 0 TOTAL PHASE A - VA 10,135 LOAD CONN. VA I DF -SALON STATION LOAD CONN, VA DF 1.001..._. 125 ,. 1 - 1 OU ... ry 1.00 1.25 TOTAL DEMAND 0111.._ 1. 25 30 185 VA 1100 1 84 A /`l2_ ! 84 COOLING -11.11 111._PS HEATING - . .. ._.... LIGHTING RECEPTACLES _I..... _-1-1-1-111 . MOTORS _ _._ ...... _. .. SUPP HEAT .. �..._...._, .. ___-1111 MISC EQUIP _- ...... 1 013 ..1-111-111--11.. 1110 720 _ _ 1,231 19,720 100 _.. 1 25 0011 _ 1.0/.5 ..._ 1.00 _. 1.0 0 1111 1.00 __IGERATION SIGN. _._.-- /DISPLAY KITCHEN EXISTING„ _. LARGE MOTOR �� ___ - 1100.. .__ SHOW WINDOW LTG TRACK -- - 5 798 . - 1101. ,.-- _....._._.._..... ,_ .0001 1011 TOTAL PHASE B - VA - 9,675 AMPS 81 TOTAL PHASE C - VA 8,672 AMPS 72 - TOTAL PNLBD VA 2 8 482 AMPS 79 PANELBOARD NOTES SQUARE® POWERILINK P E D BREAKERS TO BE C® D SMART BREAKERS UNLESS MOTO OTHERWISE # - EM5 CONTACTOR CONTROL GROUPING U - PROVIDE AN UNCONTROLLED BREAKER V - VERIFY IF EXISTING BREAKER IS CONTROLLABLE. IF NOT, PROVIDE NEW 20A CONTROLLABLE BREAKER. LTG TRACK - TRACK LENGTH HT -PROVIDE HANDLE TIE FOR CIRCUITS SHARING NEUTRALS SIGN DISPLAY - SIGNAGE & DISPLAY CASE PANELBOARD: C (EXISTING) FAULT CURRENT: REFER TO RISER DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 225A AIC RATING: REFER TO RISER DIAGRAM ISOLATED GROUND BUS MAIN SIZE/TYPE: MLO SERVES: ULTA BEAUTY VOLTS/PHASE: 208Y/12OV, 3PH, 4W MOUNTING: SURFACE SECTION* 1 LOCATION: STAGING, ROOM #:101 CKT DESCRIPTION I VOLTAMPS PHASE WIRE BKR P I P I BKR WIRE I VOLTAMPS PHASE DESCRIPTION T CKT I A I B I C N0, I A B I C I NO. AMP I I 100%;50% AMP N0. I MOTOR LOADS N0. 1 RCPT -OFFICE #1 IG 180 /< 1, ,/ / 12 I 20 1 1 20 10 720 / '/ j ,, / RCPT -RTU EXISTING 2 3 SPARE -- / _ SHOW WINDOW / TRACK LIGHTING -- ! L.. 20 1 1 20 12 ,/ ' ,// / 360 j ; RCPT -, OFFICE IG #2 4 �/ . -_ 1,080 12 20 1 1 20112 ; / // /! -; // 360 - - - RCPT -OFFICE IG #3 3 RCPT - COLUMNS j / 6 7 --- RCPT - OFFICE #2 _.. _ .-__.__ 720 - ._ _ _ ___ZZ -7 j/ �'' �` <" 12 20- �L L 1 1 20 10 800 /,% //,.,,, RCPT SALON STATION 1 ffi 1 220 10 � 800 / RCPT SALON STATION 2 10 71-717-] SPARE ' ;%/�' SUBTOTAL %/ ,�`` ,/ [20 1 11 RCPT - TOWEL WARMER / ,°"" /" '/ '; 800 10 20 1 1 1 1 20 10 20 10 / 800 , ,� 800 RCPT SALON STATION 3 RCPT SALON STATION 4 12 14 13 RCPT -VENDING _ - 1,000 / // 10 -- / 61 077 105,000 ___ 22,488 „_...,, 6180 .111..1 L4 0II4 __- ...-.,, 1111.. .,. 36 000 67,700 0 1.00 1.25 1.0/.5 1 00 _..._...._. 1.00 _. 0111 1.00 480/277V 208/120V / / / - - I 208/120V IG RATOR RCPT REFR E`� 3PH 4W 800 /10 2 Q3 1 1 20 10 / ,_ 800 / '`17 RCPT SALON STATION 5 1ffi 19 EF -2 1000_-- RCPT HAIR DRYER #'I ,/ �7"�� ._ 1,200 ._f�� ,---- ', 83 12 15--1 10 20 1 1 1 20 10 20 10 / 800 , % 800 , �7 RCPT SALON STATION -6----. RCPT SALON STATION 7 1ffi 20 1 2/ RCPT HAIR DRYER 2 #- -_ 0111_ -�r L ._ r : / 1 200 0111. - r,� F��/�,// 2U 0000 ---- 1 200 10 20 1 1 1 - 1 10 1U _- 20 _L / s 800 _. _ _- r / �____---._.__.__ RCPT SALON STATION 8 ___ _ ., 1001 1101__ SPARE 22 -_ 24 2 _10 RCPT HAIR DRYER 3 23 RCPT HAIR DRYER #4 1,200 % _-LiLL= 1,200 '// //;^ 10 20 - - - / , / 10 20 1 - 1 _ 1 1 2U 1U - ------ 20 10 540 - �7fi_T540 ����L_ fr, / !,' / RCPT -SHOW WINDOW - - --- - - RCPT - SHOW WINDOW 26 28 - 27 - --- RCPT HAIR DRYER #5 -- T / 29 RCPT HAIR DRYER #6 ' ' /37/-/7/7/ -_ 1,200 10 20 1 'I 1 20 12 ;"� %j ,; /T 540 'RCPT RCPT SALON BACKWRAP 30 31 RCPT HAIR DRYER #7 1,20�0-x% 1 `' //// 10 20 1 20 10 800 /,.'i�l 32 -SALON STATION 32 33 RCPT HAIR DRYER #8 /`l2_ ! 1,200 ' /.J/�'/j 10 20 540 12 20 1 1 1 1 20 12 20 12 ��i 1,200 ` ` //A 200 RCPT - MICROWAVE RCPT EMPLOYEE TV 54 36 33 37 RCPT - OFFICE #1 RCPT - WASHER /!/ 1,000 _/ ./� /,///_/ // 7,/7 12 ' 20_ 1 1 20 10 / ,, / 1,200 / �/1 RCPT - DRYER #1 38 3� 0011.._ RCPT -DRYER ' / 2,400 / 8 30 2 1 20 10 /// 1,200 RCPT - DRYER #2 - 1111 -- -- - 40 - 41 , /j // ,/ .!// 2,400 SPACE 1 20 10 %% i �%�� 1,200 RCPT - DRYER #3 42 SUBTOTAL 6,500 1 6,800 7,303 1 5,660 1 5,700 1 3,900 SUBTOTAL TOTAL PHASE A - VA 12,160 LOAD CONN. VA DF 1,695 LOAD =CONN. VA DF 5,199 AMPS 101 - COOLING - HEATING LIGHTING ____. RECEPTACLES . _.1111.___ 1 _ _., 4,500 1.00 0 . .. 1.25 _ 01 1.0/,5 REFRIGERATION SIGN/DISPLAY KITCHEN _1111.- ____ 1_1__ EXISTING - __. _. I , _1.1_..__11____..._..._._ ;-,....._. _.._......_ __...__ 1.1 1.00 1.25 1.00 _,._..... _. .. 1 OU 11.. _._...... TOTAL PHASE B - VA - 12,500 AMPS 104........_ TOTAL PHASE C - VA -- - _ 11,203 AMPS 93 _....__.,, -..___1 MOTORS _x-0110_ _ SUPP HEAT MISC'EQUIP-1111_ 83 - ._ 30,200 1.00 ._._ 1.00 1.00 TOTAL PHASE B - VA LARGE MOTOR _._ ._ .0110_ ._.0001 SHOW WINDOW LTG TRACK-- ---. _ 1- 010__0. 1 8,000 I ..,,, , 1.25 __. w_.._ 1111 1.25 1,00_.,,,,., TOTAL DEMAND 44,783 VA 124 A TOTAL PNLBD - VA ____ 35,863 AMPS 1 100 PANELBOARD NOTES GF - PROVIDE GROUND FAULT CIRCUIT BREAKER & CONNECT WITH #10 WIRES, EX - EXISTING TO REMAIN IG - ISOLATED GROUND CIRCUIT LTG TRACK - TRACK LENGTH SIGN DISPLAY -- SIGNAGE & DISPLAY CASE PER THE LANDLORD LEASE AGREEMENT, THE LANDLORD IS RESPONSIBLE FOR PROVIDING ULTA BEAUTY WITH 400A OFVAILABLE LOAD CAPACITY. I ORE A Y TIS, THEREFORE, , THE LANDLORD'S RESPONSIBILITY TO ENSURE THIS WORK DOES NOT OVERLOAD THEIR UPSTREAM DEVICES & GEAR. TENANT ELECTRICAL SERVICE LOAD SUMMARY TENANT OCCUPANCY TYPE: M1 TENANT SQUARE FOOTAGE: 9,438 SERVICE DESCRIPTION: 480Y/277V, 3PH LOAD DESCRIPTION I 1110- 0_ 1110_ -__-__110 Connected KVA - _- DemandI FACTOR Demand kVA __ HVAC SUMMER 61.08 100% 0.00 _ HVAC WINTER__ 105.00 100% G, (1)#2- IG, 2-1/2'C, LIGHTING (PER NEC 220) - 28.31 -- - 125% --105.00 35.39 RECEPTACLES 6.18 100%;50% 6.18 MOTOR LOADS 17,78 100% 17.78 LARGEST MOTOR LOAD 6.31 125% 7.88 SUPPLEMENTAL ELECTRIC HEAT 36.00 _ 100% 100% _ 36.00 67.70 MISCELLANEOUS EQUIPMENT 67.70 DISPLAY CASE/SIGNAGE 5.80 125% 7.25 SHOW WINDOW / TRACK LIGHTING -- I 8.00 PER NEC- 10.00 TOTAL LOAD 342.15 KVA 293.18 TOTAL AMPACITY -_ --_-- 1.. . -0011-110 , , SERVICE AMPACITY _ _-10 01 4,1-1.5,5- 400 AMPS 11 1-. _- AMPS 352.64 111 1.1011_. 400.00 SPARE CAPACITY \._'/ i AMPS 47 V,3 3 3 HT2 3, HT2 3, HT3 3, HT3 3 3 3 6 6,HT4 6,HT4 6 6 U 3 3 6 HT1 6,FTT1 6,HT1 IG IG APPROXIMATELY 100' TENANT SPACE OUTSIDE EXISTING WIRING SCHEDULE \ ') (4)#000 KCMIL., (1)#3 CND. IN 4"C CL) (9)#3 CU., (1)#8 GND. IN 1-1/'["C I 17 771 FCA (3)//2/0 CU., (1)#6G, IN 1-1/2"C DISTANCES ARE FOR CALCULATION PURPOSES ONLY AND SHALL NOT BE USED FUR CONTRACTOR TAKEOFFS, NOR BIDDING. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY FIELD CONDITION THAT RESULTS IN A CHANGE OF 10% OR GREATER CIRCUIT DISTANCE. I CKT NO. CVD -- (�) (1)#1/0 CU., OND. IN 3/4"C TO BLDG STEEL. P BKR AMP 5 EXISTING -> E........ 5 0010 I �� 2 SETJ (4) 3/0 CU., (1) 2 G, (1)#2- IG, 2-1/2'C, I C A 1 B C - . I IRANSFORMEl� TX -1 ( 1 CD (4)wu CU„ co#6 CU. GND., IN 2"C . 3 3 3 3 1 480/277V TO AMP NO. - VIA EXISTING TX -1 - U- RTU-2 (EXISTING) 1 ;'/:'/T /r' 28,875 j;! S _ 7 208/120V C�/1 (4)#Z/0, (1)#60 CU„ (1)#6 IG, 2-1/2 C If / j 12,825 '`j /i"/ : ` / Z/" 12,825 1 E 11.690 1111... 1111. , , " 7, /� 6,385� / f / 11,690 ' / 6,385 _ /_/_ ^/ > "r '�`/r -11 690 _ � j/� .;1 ;- EX EX 12 60 3 3 3 3 1 \._'/ i 2.5 KVA _ 1.11,..1... ,0_,_ 1111_, / (4){600 �+1 KCMIL IN 4"C WATER HEATER - / / 12,000 1 18,898 FCA ?I ° I; (1)#1/0 16,803 FLAX Cg) CU., SERVICE CND. ! /` / -- .-1111_ -------_..-._ SPACE 2U 0.75% CVD ' - 0.87% CVD _ / ��/ 1`Li L 1 3 1 1 20 2U ,/! / 35KAIC I SPACE SPACE 35KAIC ( 22KAIC 22KAIC 71-717-] 22KAIC 22KAIC SUBTOTAL ,. 1111... PANLL 'HDP' t. ` 1111.. PANEL 'A' 1111_ 1000 - PANEL 'LDP' 1111. PANEL 'B' � - 1111 PANEL 'C' 1 0010._. .........._,....... PANEL 'D' i EMCP I- EXISTING ' , EXISTING EXISTING EXISTING DF EXISTING EXISTING NEW 480/277V 61 077 105,000 ___ 22,488 „_...,, 6180 .111..1 L4 0II4 __- ...-.,, 1111.. .,. 36 000 67,700 0 1.00 1.25 1.0/.5 1 00 _..._...._. 1.00 _. 0111 1.00 480/277V 208/120V 208/120V I 208/120V I 208/120V I REFER TO I 3PH 4W 316 1__1_1_1.._. _. 268 330 TOTAL P LBD - VA TA N 3PH 4W I 3PH 4W 3PH 4W 1 SP1 -I 4W ( ;SPH q -W + LEGEND AND 400A BUS 400A MCC [­­­ / /1_ .._LL LTG -STAGING OFFICE I EM LTG / - ---- - 00A BUS I 00 CB A M 400A BUS IOOA MCD 225A BIDS MLO I 225A BUS MLO 225A T3US MLO �. EMS NOTES ON E-1.1 .... ... .- .......... _........._. // ,%% 1....-111.1..... _ 0111... 7 17,6.8 FCA ... __ 1110 J � X 15,935 FCA 0.93% CVD ... .......... __.._...._ I 15,152 FCA __ .... ___.. .._ 0001 I x 14,443 FCA i / / // �j`//0 25 0.79% CVD U I C�. _ � _ _ - - 100! CVD 106% CVD . 20 -- ,:� �__ / / . 1111.. .. [111-11-1 1, _- /�... 26 -- -. `! `�/ji / 27 29 SPACE SPACE �j 'f ; ! , ._,...._ ..-_ 1- __ 11..1 ` .. 0101 _ __..(�), __. %_x/1/1_;/'77_`T SPACE SPACE 28 - so 31 SPACE Tr // '"', NOTE: CONTRACTOR TO VERIFY THAT LANDLORD HAS PROVIDED THE MAIN SERVICE FEEDER, METER HOUSING/EQUIPMENT AND FEEDERS TO INTERIOR OF BUILDING.T RICA LANDLORD TO PROVIDE ALL PANELBOARDS INDICATED INCLUDING TUBS, BUS AND MAIN BREAKERS, AND COMPLETE PANELBOARD INTERIORS (LESS BRANCH CIRCUIT BREAKERS) AND FEEDERS, CONTRACTOR (IYECALF NTS TU PROVIDE ALL NEW ,BRANCH CIRCUIT BREAKERS AND BRANCH CIRCUIT WIRING INDICATED (WITH EXCEPTION OF THOSE ITEMS LISTED AS EXISTING IN PANELBOARD SCHUEDULES), .. r 11 i :.,I -'T-,. , ,:11,,,.,.. n - - 1100 -. _ . _. - _ _ 1110. 1 - 1- - . I ��,.,.,. .� 1111 ,�,•. - 111'1 .,.�,:,..i -ru- rR��., �-___-n r ... it+�r.ui� ViL ,�ili ,I a -i !I !I , , �I Ir�.�il i. I...,i III H: i,i 1. a, 1111 i., 111:1 ,,_1-1 -I i - EL 4 EL EL 4 EL L L L L PANELBOARD: NDP (EXISTING) FAULT CURRENT: REFER TO RISER DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 400A AIC RATING: REFER TO RISER DIAGRAM MAIN SIZE/TYPE: 400A MOB SERVES: ULTA BEAUTY VOLTS/PHASE: 480Y/277V, 3PH, 4W MOUNTING: SURFACE SECTION. 1 LOCATION: STAGING, ROOM :101 CKT NO. DESCRIPTION VOLTAMPS/PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VOLTAMPS PHASE DESCRIPTION CKT NO. A B I C A 1 B C 1 PNLBD A (EXISTING _ -_- _ ._ .-. __ _.__ _- _ ___ __ _._ __ -- _ -_.. RTU 1 (EXISTING) 7,720-/ �' 11 690 ;,;: ` 'i/�! 6,861 j/ ' ,f; r 1 1,690 7_ I " 6,894 - , E. '' 11,690 R EX 100 60 3 3 3 3 175 60 R EX AMP NO. - VIA EXISTING TX -1 - U- RTU-2 (EXISTING) 1 ;'/:'/T /r' 28,875 j;! S _ 7 / fC / 7 / / / 1010 �7�, 1,695 12 12 12 .. -- 12 12 12,825 / ffi 10 12 If / j 12,825 '`j /i"/ : ` / Z/" 12,825 93 -_ 1�i RTU -3 (EXISTING) _ RTU -4 - -- - (EXISTING) EMS METER 11.690 1111... 1111. , , " 7, /� 6,385� / f / 11,690 ' / 6,385 _ /_/_ ^/ > "r '�`/r -11 690 _ � j/� .;1 ;- EX EX 12 60 3 3 3 3 1 60 6 12,000 r A / - ".. / WATER HEATER - / / 12,000 1 17 1R /'; % ,'; , /r_�'/L 0 _..._-'- ,, UO / /= 111I 30 15 ! /` / -- .-1111_ -------_..-._ SPACE 2U 21 236,385 r' !L _ // _ / ��/ 1`Li L 1 3 1 1 20 2U ,/! / 777 SPACE SPACE 24 28 27 ' .� /; / T ,;' 71-717-] 2g SPARE - -._ SUBTOTAL I 37,485 1 36,626 38,659 20 __- 53,120 53,700 1 50,740 SUBTOTAL TOTAL PHASE A - VA 90,605 LOAD CONN. VA DF LOAD _ CONN. VA DF I TOTAL DEMAND 284,322 VA - 342 A AMPS MP 327 COOLING HEATING .., LIGHTING _1_1.11._ RECEPTACLES MOTORS SUPP HEAT I MISC EQUIP 61 077 105,000 ___ 22,488 „_...,, 6180 .111..1 L4 0II4 __- ...-.,, 1111.. .,. 36 000 67,700 0 1.00 1.25 1.0/.5 1 00 _..._...._. 1.00 _. 0111 1.00 REFRIGERATION SIGN/DISPLAY KITCHEN EXISTING .._ LARGE MOTOR .............._.. _1111.. SHOW WINDOW _ . LTG TRACK __.._.....W _1111__ .-.._ .._.._.... I _5,798 I { ' 1111. 1111_.. .. 8 000 , ... w 1__111..__-. 1111.._ 1.00 _ ...,_..... I L5 _.._ , _ .. 1 00 1 00 1 25 ..r 1111. 1.25 .........- 1..0 TOTAL PHASE B - VA 90,328 AMPS 326 87,399 TOTAL PHASE C - VA' AMPS 316 1__1_1_1.._. _. 268 330 TOTAL P LBD - VA TA N AMPS 323 PANELBOARD NOTES R -REFER TO RISER DIAGRAM EX -EXISTING TO REMAIN LTG TRACK -TRACK LENGTH SIGN DISPLAY -,SIGNAGE & DISPLAY CASE PANELBOARD: A (EXISTING) FAULT CURRENT: REFER TO RISER DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 100A AIC RATING: REFER TO RISER DIAGRAM MAIN SIZE/TYPE: 100A MOB SERVES: ULTA BEAUTY VOLTS/PHASE: 480Y/277V, 3PH, 4W MOUNTING; SURFACE ISECTION. 1 LOCATION: STAGING, ROOM #:101 CKT DESCRIPTION I VOLTAMPS PHASE WIRE BKR P P BKR WIRE I VOLTAMPS PHASE DESCRIPTION CKT I A I B I C I I A I B I C NO. PNLBD C (EXISTING) SPARE NO. I AMP 9,675 ; ; AMP NO. LNO. //////"/ /' ; j / 6,700 1 EM BALLAST LTG -SALES N 1 - LTG SALES N3 _ __ E M BALLAST ------ LTG -SALES M1 / 1,510 _ 7- /Z -, / /i ///% /j` //.' 1 316 r' -1011_. / '"/ : f / fC / 7 / / / 1010 �7�, 1,695 12 12 12 .. -- 12 12 20 20 2 -- 2 1 1 1 -- 1 2U 20 2U --_. 20 12 12 - 1,504 '��:'�, 03 1. 4 // / 1 504 �T / / ,/ �:- / j / %LTG j - !' _7 ! / -SALES N2 LTG -SALES N4 -- --- -- - ___._.__.. LTG -SALES 51 - -- 2 4 -ffi a -- 3 14 20 -- 20 20 12 _.- - 7 -- r - ! � / 20 20 SPARE 9a 11 1 20 12 // ,/' r'%//.e 752 LTG -STOREFRONT 12 13 EM BALLAST LTG -SALES M5 7 /� �� ;//,,///i 1 798 r, r' !L _ // 12 12 20 20 2 1 1 20 2U 12 _ _ -12 1,604 ;r-�//- > � 1 604 ' ! - f' ,_ ,� 1 LTG -DECORATIVE COVE N+W - - LTG -DECORATIVE COVE E+S LTG VALENCE N 14 1ffi 1ffi 93 -- SPARE - -._ ' ,, ' / f ��_ _/ �/ j _ - ... _ 1110- SPARE 20 __- 1 1 __ 20 -- I 12 __ 1, r �_ _20 20�' 832 - ___ SPARE 2,068 ! ! � -- / %'/ LTG -SALES M2+M4 29 1� SPARE 1 1 ..._. ...._ 1 1 1 1 _. 1 1 j %��// 20 1 1 20 12 21 _._._ SPARE �__ ---.� __ 1000 _. _ _. 0111. _ ._ / 1 _ . _ � 32 �� __ -- 20 1 1 -. 20 - 12 _ - _ - L 639 - / /1_ .._LL LTG -STAGING OFFICE I EM LTG / - ---- - 22 20 1,111. LTG -VALENCE E+S 24 23 SPARE / // ,%% 11,203 SUBTOTAL 1 1 20 12 i / / // �j`//0 25 <, SPACE-_- --- -- .._-0111_ _.- - - I - -- �._L'`�� � � _ - - -- 1 1 20 -- ,:� �__ / / !%'� �L / �/ SPARE --- __ ,-- ._�._.----- 26 -- .�_.�. 1 `! `�/ji / 27 29 SPACE SPACE �j 'f ; ! ///r PANELBOARD N®TES R - REFER TO RISER DIAGRAM LTG TRACK - TRACK LENGTH SIGN DISPLAY - SIGNAGE & DISPLAY CASE -------------� --1111-- � I 1 %_x/1/1_;/'77_`T SPACE SPACE 28 - so 31 SPACE Tr // '"', 11 1 / j ///j f'� SPACE 32 33 SPACE `� / , 1 I 1� 1 /LT/L// j J/�/ i // ✓SPACE SPACE 34 36 3ffi 57 SPACE,, - ----- __ SPACE 11 �/ / ` / - - -. _ _> /i/`' -. _ . _-1110 .. : 1 1 ---- L��r LLL i;'/,�/ /T�/ / / // -_--. __..�--- SPACE 3ffi SPACE/ /// 1 1 r^ r lI ,% / // SPACE 40 -__.. _, _ _._....... _.-___,�f/ 1 1 �' ,., SPACE - 42 �% / SUBTOTAL -I-1,510 3,114 1,695 6,210 3,747 5,199 SUBTOTAL TOTAL PHASE A - VA 7,720 LOAD CONN. VA DF ILOAD CONN. VA - DF I AMPS 28 COOLING 1.00 REFRIGERATION I 1 00 TOTAL PHASE B - VA -- 6,861 1 HEATING LIGHTING c 21 4 75 .._, 0 1.25 SIGN/DISPLAY KITCHEN 1 1.25 10 0 AMPS 2 TOTAL PHASE G - VA _5 6,894 C RECEPTACLES MOTORS . _........_........ ........ 1111. SUPP HEAT -- -- - - MISC EQUIP - W - .. 11.111.1-..., ._..................._._ 1.0/.5 1 00 .:. 1.00 ........ 1.00 EXISTING LA11 RGE MOTOR ..........___....___,___,_1_ SHOW WINDOW -.11111. ... 10 11_._.I .. LTG TRACK -1-1 ( d.,._........._.............. 1111... _. . .......... I. ......---11111111 1 OQ 1 25 - ..,._._... 1.25 I 1.00 TOTAL DEMAND 26,844 VA 32 A AMPS 25 --.-1010...-. 21,475 TOTAL PNLBD - VA AMPS 26 PANELBOARD NOTES SQUARE ® POWERLJNK PANELWARD BREAKERS TO BE COMMLLED SMART BREAKERS UNLESS NOTED OTHERWISE EL - PROVIDE POWERLINK ECB-03EL BREAKER - ONE POLE POSITION FOR UNSWITCHED HUT # - EMS CONTACTOR CONTROL GROUPING EM - EMERG LTG HANDLE -ON CLAMP LTG TRACK - TRACK LENGTH A - RE-ROUTE EXISTING CIRCUIT Z WIRING FROM PANEL C FOR TIMED CONTROL SIGN DISPLAY - SIGNAGE & DISPLAY CASE PANELBOARD: LDP (EXISTING) ` FAULT CURRENT: REFER TO RISER DIAGRAM EQUIPMENT GROUND BUS BUS AMPS: 400A AIC RATING: REFER TO RISER DIAGRAM ISOLATED GROUND BUS MAIN SIZE/TYPE: 350A MCB SERVES: ULTA BEAUTY VOLTS/PHASE: 208Y/12OV, 3PH, 4W MOUNTING: SURFACE [SE=O"*, 1 LOCATION: STAGING, ROOM :101 CKT I DESCRIPTION N0, - - -- S/PHASE A I C - I WIRE NO. - I BKR AMP I P I P BKR AMP WIRE NO, VOLTAMPS PFIASE DESCRIPTION CKT N0. A B C 1 PNLBD B 3 (EXISTING) - 5 7 PNLBD D - (EXISTING) 11� - - - - --- - 13 SPARE 10,135 , ,//////// R R 200 200 20 3 3 1 6 1 1 1 1 200 20 -- 20 R 12,1607/, // /////////` PNLBD C (EXISTING) SPARE 2 4 - a ffi /, / 9,675 ; ; �, / ! 1'2,500 / , ,<I " 11,203 �/%T /I „l ;/ 6,000 ,, : /,./ f / //////"/ /' ; j / 6,700 8,672 ,- //'/ .,. /' �+' / - _ / ��/ �, , J 1111------- - SPARE -- 1� _/ / / �i�' 7 6,040 i �j/i 20 20 0010_ . :!l' 1 //- _ %% / '// SPARE 12 /i SPARE 14 13 SPARE _ .1101-- -- 17 SPARE/fj ///; s{ r _ / / / % l;. 20 20 1 1 .. 1 1 20- 20 -- / /T i r r . ��' / /; , ;'%i SPARE - SPARE 93 - 1ffi 1� SPARE ,,/ ,,/ ,, /; j 20 1 1 20 //'/ f,, , ,: SPARE 20 21 SPARE % j / ,, / 20 1 1 _ f ' ,, ' / f SPARE 22 SPARE /,/, ; "j �z,/7� 20 1 1 _20 20�' �'/% SPARE 24 25 1 SPARE 1111 _._ --. _. 0010.__ .. .-- _..,_ 27 SPARE 2� SPARE 1- .. ,_,...._ 1. � ! Z�L/ L _._ C� / / ._,.__... 0Z. , / /� _ !/.^ - fj / �/, / /. _.. - _- -1110...___ / `/ /, ,, ! 1011 //♦'.. /, �i - - 20 ...___-._. 20 20 _ 20 1 1 ..._. ...._ 1 1 1 1 _. 1 1 20 _-11010110.. 20 20 %%,�-%%// 0111 _ 1100 G.L.�!-/`� F l'' ! / / /% // ` / � /.../ f/.;i_ �/ / l /SPARE L/,_ _. e_- / /SPARE � _ 100%1 //%// 1.1_11.. __,. __._--____.1___-1__-_____.0011 SPARE .___.._.... __...,.._._._._.-_- SPARE 2ffi 28 30 _ _- -.__ __.-... , _ - 1111_ ._ . _ 0110 1 SPARE � 0 - 32 33 SPARE 35 SPARE - 37 SPARE - __ - _ __ _ .. .- ,. 0110_. _ _ 1101 -_ 39 SPARE 41 SPARE / �/ /��i /// i ��- f / /11- 1111 ��� / j, / / �T - - %// __ _. _._ 20 20 20 __^ 20 20 1 1 1 1 1 1 _- 1 1 1 1 20 20- 20 ---- 20 20 -- ---_- ,. / / ,/////// / ..- - - 1111 1 ��/j /,/ /�/ f Z /SPARE _ _ // // L 1.....__ SPARE SPAR _. __ 0100.. _.. ..0011 ___ SPARE -- SPARE 34 30 36 1 42 SUBTOTAL 16,135 16,375 14,712 12,160 12,500 11,203 SUBTOTAL TOTAL PHASE A - VA 28, 295 LOAD I CONN. VA DF ILOAD CONN, VA DF TOTAL DEMAND 93,708 VA 260 A AMPS 236 COOLING HEATING .1111., LIGHTING RECEPTACLES 4111. 11150000 .. MOTORS SUPP HEAT MISC EQUIP „ „0111 . 1,013 _.- 6180 -1110_ _ 1,314 67,700 1.00 0 1.25 ,.-"- 1.0/.5 1.00 1.00 1.06 REFRIGERATION SIGN/DISPLAY KITCHEN _..._.... EXISTING LARGE MOTOR SHOW WINDOW , 1101_„_ LTC TRACK 5,798 .. 1 8,000 100 1.25 1.00 0000__ ... 1.00 1.25 1.25 1.00 TOTAL PHASE B - VA 28,875 _. --- T_ 241 AMPS TOTAL PHASE C - VA 25,915 AMPS 216 TOTAL PNLBD -- VA 83,085 - AMPS 231 PANELBOARD N®TES R - REFER TO RISER DIAGRAM LTG TRACK - TRACK LENGTH SIGN DISPLAY - SIGNAGE & DISPLAY CASE -------------� --1111-- �i� II _.1100. .I� .... .._......... 01/24/12 BID ISSUE /, ',\ 'I " PERMIT ISSUE I i M I �111.1111.1111_1 EXISTING' 1110 EXISTING FUSED SHEET NAME C.T. �400A I C` .... 11.1-1. CABINET _. 11 11.11..- .... . I �• EXITING 4-80/277V I I-RANSFORMER 33,451 AIC* (9) 26,879 AIC X11 APPROXIMATELY 50' 1 ... I 1111 r .I ............... 1111... 1111.. ... .......�, 0001 1111 1110 a�.,....... ._........ FAULT CURRENT VALUES SHOWN ON THIS DIAGRAM WERE CALCULATED ISING STARTING VALUE OF 33,451 FCA OBTAINED FROM BUSSMAN CHART XISTING 300KVA UTILITY TRANSFORMER 48OV. FAULT CURRENT JFORMATION UNAVAILABLE BY JOHN TRINIDAD (407)-328-'1938 OF LORIDA POWER AND LIGHT ON 1/19/12. TRANSFORMER SIZE PROVIDED IY JOHN TRINIDAD. 1 5 5 4 5 6 6 3 2 EM,U 3 X aI ;I 4 �� s ry�, i, �' �� Mir¢ it rT g Isolutions,inn. G° � River Road, a 5,100 , Cte 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.aorn REVISIONS: DATE: LL&ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 JOB NUMBER 1110 SHEET NAME E-1.0 THE ABOVE DRAWINGS AND SI 'ECIFICAFIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARF AND SHALL REMAIN THE PROPER FY OF THIS OFFICE: AND NO PAIN THEREOF SHALL BE COPIED, DIS CLOS- 'IO OTHL=RS OR USED IN THE CONNECFION WITH ANY WORK OFA PROJECT OTHER THAN THE SPECIFIC I PUJECI' FOR WHICH THEY HAVC BEEN PREPARED AND DE=VELOPED W1 FFIDU F I HE WRI I'IFN CONSENT OF [HIS OFFICE. VISUAL CON TACTWI IH THESE DRAWINGS OR SPECIFICATIONS SHALL CONST ITU I E CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIME=NSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTHACFURS SHALL VERIFY AND IJE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THC JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIANONS FROM THE DIMENSIONS AND CONDI IIONS SHOWN BY'I'I IESF DRAWINGS. SHOP UE FAILS MUS- BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WI FH FAURICA LION. ©2011 RGLA.SOLUTIONS, INC, ©2011 ROBERT G. LYON & ASSOCIAIFS, INC. _ 0 Eflarill DRAWN BY FLS CHECKED BY FIEI JOB NUMBER 1110 SHEET NAME E-1.0 i I II I I I .�:ILIi--- GENERAL NOTES: 1. CONTRACTOR SHALL COMPLY WITH THE BUILDING CODE AND ASCE-7 FOR CODE REQUIRED SEISMIC SUPPORT. ALL SEISMIC BRACING SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE I OF THE PROJECT. 2, MOST LIGHTING CIRCUITS ROUTE THROUGH THE' EMS SYSTEM. REFER TO PANEL SCHEDULES FOR CORRECT CIRCUITS & CONTACTOR NUMBERS. PLAN NOTES: LJ EMS. REFER TO EMS DRAWINGS FOR MORE INFORMATION. PROVIDE WATTSTOPPER CI -300-1 OCCUPANCY SENSOR. PROVIDE WATTSTOPPER BZ -100 POWER PACK. CONNECT TO OCCUPANCY SENSORS AS SHOWN. 4] PROVIDE WATTSTOPPER PW -100 WALL MOUNTED OCCUPANCY SENSOR. 0 ANGLED STRIP LIGHTING FOR ILLUMINATION OF SALES FLOOR DISPLAY. REFER TO DETAIL 5, SHEET E-1.4 FOR INSTALLATION INFORMATION. EMS MANUFACTURED BY C&C BUILDING AUTOMATION COMPANY, INC.. REFER TO EMS PROVIDED DRAWINGS FOR COMPLETE INFORMATION REGARDING EQUIPMENT, CONTRACTOR PURCHASING & INSTALLATION RESPONSIBILITIES AND CONTACT INFORMATION. ENERGY CODE STATEMENT: EMS SHALL PROVIDE THE FOLLOWING CAPABILITIES: TIME OF DAY SHUTOFF FOR RETAIL LIGHTING, PHOTOCELL AND/OR TIME CONTROL OF EXTERIOR CIRCUITS, SECURITY SYSTEM ENABLED ON/OFF FOR EMPLOYEE LIGHTING AND ILLUMINATED TIMLED AND MANUAL OVERRIDES NEAR EMS PANEL WITH SEPARATE CONTROLS FOR GENERAL LIGHTING AND EXEMPTED LIGHTING LIGHTING FIXTURE CHS ULE TYPE DESCRIPTION MANUFACTURER/ 01/24/12 LAMP 01/24/12 PERMIT ISSUE JOB NUMBER OUT. TYPE — SHEET NAME CATALOG NUMBER FINISH VOLTAGE VA WATTS NOTES F025/ G3 3' SURFACE MOUNTED MERCURY LIGHTING # WHITE 2 TL841 120/277V 44 43W FLUORESCENT STRIP FIXTURE ST -225 --OCT— —ELB—UNI— ALTO F032/ G4 4' SURFACE MOUNTED MERCURY LIGHTING # WHITE 2 TL841 120/277V 61 59W FLUORESCENT STRIP FIXTURE ST--232—OCT— —ELB—UNI— ALTO F025/ G6 6' SURFACE MOUNTED MERCURY LIGHTING # WHITE 4 TL841 120/277V 88 86W FLUORESCENT STRIP FIXTURE ST-225—OCT— —ELB—UNI— ALTO F032/ G8 8' SURFACE MOUNTED MERCURY LIGHTING # WHITE' 4 TL841 120/277V 114 112W FLUORESCENT STRIP FIXTURE ST-232—OCT-8T—ELB—UNI— ALTO -- FO-32/ G4A 4' SURFACE MOUNTED METALUX LIGHTING # WHITE 2 TL841 120/277V 61 59W FLUORESCENT STRIP FIXTURE SS-232-UNV--EB81—U ALTO EMERGENCY LIGHT FIXTURE WITH 2—LAMP F032/ G4AE 4' SURFACE MOUNTED METALUX LIGHTING # WHITE 2 TL841 120/277V 61 59W BATTERY BACKUP & TO BE WIRED TO FLUORESCENT STRIP FIXTURE SS-232---UNV—EB81—U-EM ALTO 24HR CIRCUIT. 1300 TOTAL LUMEN OUTPUT. F032/ G8A 8' SURFACE MOUNTED METALUX LIGHTING # WHITE 4 TL841 120/277V 114 112W FLUORESCENT STRIP FIXTURE SS-232—UNV—EB81—U ALTO — T _ F032/^ EMERGENCY LIGHT FIXTURE WITH 2—LAMP G8AE 8' SURFACE MOUNTED METALUX LIGHTING # WHITE 4 TL841 120/277V 114 112W BATTERY BACKUP & TO BE WIRED TO FLUORESCENT STRIP FIXTURE SS-232-UNV—EB8I—U—EM ALTO 24HR CIRCUIT. 1300 TOTAL LUMEN OUTPUT. F025/ G4C 4' SURFACE MOUNTED LSI INDOOR LIGHTING # WHITE 2 TL841 120/277V 61 59W DECORATIVE LIGHITNG FLUORESCENT STRIP FIXTURE F22-232-SSO—UE ALTO F025/ G8C 8' SURFACE MOUNTED LSI INDOOR LIGHTING # WHITE 4 TL841 120/277V 114 112W DECORATIVE LIGHITNG FLUORESCENT STRIP FIXTURE F22-232—SSO—UE ALTO F025/ G31D 3' SURFACE MOUNTED MERCURY LIGHTING # WHITE 1 TL841 120/277V 29 28W FLUORESCENT STRIP FIXTURE MM-125—OCT— -ELB--UNI— ALTO F032/ G41) 4' SURFACE MOUNTED MERCURY LIGHTING # WHITE 1 TL841 120/277V 34 31 W FLUORESCENT STRIP FIXTURE MM-132—OCT-C—ELEB—UNI ALTO F025/ G6D 6' SURFACE MOUNTED MERCURY LIGHTING # WHITE 2 TL841 120/277V 44 43W FLUORESCENT STRIP FIXTURE MM -125 -OCT 6T—C—ELB—UNI ALTO F032/ G8D 8' SURFACE MOUNTED MERCURY LIGHTING # WHITE 2 TL841 120/277V 61 59W FLUORESCENT STRIP FIXTURE — MM-132-OCT/BT—C—ELB-UNI ALTO F025/ G6NS 6' SURFACE MOUNTED MERCURY LIGHTING # WHITE 4 TL835 120/277V 88 86W FLUORESCENT STRIP FIXTURE MM-225—OCT—C-ELB—UNI ALTO NL=NIGHT LIGHT FIXTURE U 8" SQUARE DOWNLIGHT SPECTRUM LIGHTING WHITE 2 CF4.2DT/E/ 120/277V 94 93W TO BE WIRED TO UNSWITCHED CIRCUIT. WITH WHITE REFLECTOR SG8Y-242—EX-BH27TBC-AR0810—GW IN/841/ECO 8" SQUARE DOWNLIGHT SPECTRUM LIGHTING NL=NIGHT LIGHT FIXTURE UE WITH WHITE REFLECTOR SG8Y-242 EX-BH27TBC—AR0810—GW WHITE 2 CF42DT/E/ 120/277V 94 93W TO BE WIRED TO UNSWITCHED CIRCUIT. WITH EMERGENCY BATTERY BACKUP IOTA /`EMERGENCY BALLAST 1N/841/ECO EM BATTERY BACKUP TO BE WIRED TO # I-42-EM—A UNSWITCHED CIRCUIT. 600 LUMEN OUTPUT. V PENDANT `LIGHT ILEX LIGHTING # 1 T10 120V 75 75W PROVIDE FACTORY LABEL TO LIMIT QUA—BN—MO—WC INCANDESCENT LAMP WATTAGE AS INDICATED EX LED EXIT FIXTURE HIGHLITES P SERIES LED 120/277V 2 2W EMERGENCY FIXTURE WITH BATTERY BACKUP BP—PLED-5—R & TO BE WIRED TO 24HR. CIRCUIT. 1 FG) rn \� _ 7� r ra somi®ns, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW FLS 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE JOB NUMBER 01/25/12 THE ABOVE DRAWINGS AND SPEC] FICA' I' IONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRE,EN IE"D'THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IHIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN'I HE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN I FIE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WI I IOU THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH 'THESE DRAWINGS OR SPECIFICA HONG SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE REG IRIC 'I"IONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL FIAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALT, VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOTS AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIA"[IONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ©2011RGLASOLUTIONS,INC. C)2011 ROBERT G. LYON & AS SOCIAIES, INC. FL -- LIGHTING SOLE: 1/8"=V-0" DRAWN BY FLS CHECKED BY HEI JOB NUMBER 11104 SHEET NAME E®1.1 cl I �i l'' L I I � i � .I I 1(( II i I ILL I i I I ' I ,�I J I — _� ,� I GENERAL NOTES: PLAN NOTES: 1. THE TELEPHONE AND POS ARE PROVIDED BY 0 OUTLET AT 18" A.F.F. (U.N.O.). TENANT. THE CONTRACTOR SHALL PROVIDE J - BOXES, TELEPHONE BOARD WITH #6 COPPER RECEPTACLES SHALL HAVE STAINLESS STEEL GROUND WIRE, AND CONDUIT SYSTEM WITH PULL COVERPLATES. BOXES SHALL REMAIN CARLON WIRE, RECTANGULAR FLOOR BOXES, REFER TO GENERAL NOTES FOR MORE INFORMATION. 2, PROVIDE NYLON BUSHINGS AT OPEN ENDS OF ALL LOW VOLTAGE CONDUIT. [3] PROVIDE SHOW WINDOW OUTLETS FLUSH IN . - .....,,-a .----•=-=-.--.-----�-- �_-�-. ..�,-._"..�;~.�.., __..:�.... _....__W>..._ w- STOREFRONT ..CEILING BULKHEAD PER NATIONAL 1 ° CONDUIT RUN TO IT CABINET 3. COORDINATE SIGN LOCATIONS AND ELECTRICAL ELECTRIC CODE. RE DETAIL 6/E-1.3 CHARACTERISTICS WITH SIGN CONTRACTOR. _ ._�7_6' ,.".® PROVIDE CONDUIT, PULL STRING AND 2 -GANG J-�a, Z„ �� 4, PROVIDE DEDICATED NEUTRAL WIRE AND BOXES FOR CABLING BY OTHERS. I Vis" ISOLATED GROUND WIRE FOR ALL ISOLATED I �76^ 16 GROUND CIRCUITS. ❑5 PROVIDE DUPLEX OUTLET ABOVE THE TELEPHONE -I 35 BOARD. 4B°i �. � .... 5. ALL 20 AMP 120 VOLT CIRCUITS OVER 75' . IN TOTAL LENGTH AND/OR ABOVE 1000VA SHALL BE WIRED / � PROVIDE CONDUIT WITH PULL STRING TO J -BOX 17 �" WITH #1.0 CONDUCTORS. ALL CIRCUITS UNDER 75' MOUNTED ON WALL ABOVE PHONE BOARD. J -BOX ' ., MAY USE 12 CONDUCTORS. ALL 30 AMP HVAC �' _ ... _—._...,....__.._.._ _____.._..._ .. ! i ! # PROVIDED FOR SECURITY PHONE JACK. iz' it CIRCUITS SHALL BE WIRED WITH #8 WIRE SIZE AND s" ri 1 7 72" CONDUIT PER NEC REQUIREMENTS. PROVIDE DOUBLE DUPLEX OUTLET CENTERED C } 1 HORIZONTALLY ON PHONE BOARD AT 5'--0" AFF. 6. ALL LINE VOLTAGE TEMPERATURE CONTROL WIRING SHALL BE BY THE ELECTRICAL TELEPHONE BACKBOARD, LABEL AS PROVIDE 81 �- 1'> _'1 CONTRACTOR. CONDUIT ABOVE PHONE BOARD AS SHOWN IN 4 DETAIL 6, SHEET E--1.3. 7, ALL LOW VOLTAGE TEMPERATURE CONTROL WIRING SHALL BE COORDINATED WITH EMS PLANS. S `> � PROVIDE J -BOX, LOCKABLE TOGGLE SWITCH, ,56,1 IRELESS ACCESS_. ( WIRE, CONDUIT, AND CONNECTION FOR NEW NETWOPK,.__..__ _. ,_.._ 8. ALL FLOOR MOUNTED BOXES TO BE CARLON EXTERIOR SIGN AND ILLUMINATED LOGO BAR. 56� j RECTANGULAR NON-METALLIC (PVC), RECESSED SIGN AND LOGO BAR FURNISHED BY SIGN 72" T f FLOOR BOXES, MODEL E976RFB, AVAILABLE IN 1, 2, CONTRACTOR. OR 3 GANG. UL LISTED. FLOOR BOX REQUIRES; 6 GARCON ACTIVATION KIT, MODEL E976AK2. FLOOR 10 RECEPTACLE 'FOR EAS SYSTEM TRANSFORMER C 72 BOXES ARE PROVIDED WITH 1 CONDUIT HUBS. POWER LOCATED INSIDE BACKWRAP. CONFIRM --- i'� FLOORBOX COVERS SHALL BE GARCON HIGH VENDOR LOCATION &ALL OTHER DETAILS WITH (( f LO .,A .." ..._�1,.''iwm.m.."eiP.@;i, itui.av«:,..:;;.; .,a Ciiii.iliiiiii,luiii iiiiid.wu.......,.;;':; ». liiLL ....€..!.,.._...............„.,,,,.„.,,,.......,,..,.,.,,,„.,"._, I IMPACT, THERMOPLASTIC COVES, CARAMEL PRIOR TO ROUGH -IN. COLOR, E976*C (*IN COVER PLATE MODEL NUMBER DENOTES NUMBER OF GANGS). 1 1 NEW DISCONNECT (20 AMP SINGLE POLE) FOR PUMP. 9. ALL COVER PLATES AND DEVICES ARE WHITE EXCEPT FOR THE ONES REQUIRED IN STAINLESS 12 MOUNT RECEPTACLES AT 62” AFF, CENTERED STEEL PANELS WHICH ARE GRAY WITH STAINLESSWITHIN LEG OF ARCH. STEEL COVER PLATES. REFER TO ELEVATIONS OF SHAMPOO BOWLS FOR LOCATIONS AND 13 CHIME SYSTEM - POWER SYSTEM TRANSFORMER QUANTITIES. FROM TELEPHONE SYSTEM. WIRE AS REQUIRED. 10. DIMENSIONS AND MOUNTING HEIGHTS SHOWN 14 INSTALL RECEPTACLE INSIDE OF CASEWORK, ARE FOR REFERENCE ONLY. REFER TO REFER TO DETAIL 3, SHEET E--1.2 FOR EXACT ARCHITECTURAL DRAWINGS FOR EXACT INSTALLATION INSTRUCTIONS. MOUNTING LOCATIONS FOR ALL DEVICES AND RECEPTACLES. NOTIFY ARCHITECT OF ANY 15 FOR SECURITY SYSTEM WIRING DIAGRAM DISCREPANCIES PRIOR TO INSTALLATION. INFORMATION REFER TO DETAIL 7, SHEET E-1.3. ��lulv�16 FOR SOUND SYSTEM WIRING DIAGRAM 1'X2 TUBE STEEL FIXTURE UP—RIGHT—\ INFORMATION REFER TO DETAIL 4, SHEET E-1.3. 9 9 ` 17 FOR CCTV WIRING DIAGRAM INFORMATION REFER TO DETAIL 3, SHEET E-1.3. CONDUIT FROM J -BOX TO1 " TUBE STEEL 18 PROVIDE KEYED SWITCH AND J -BOX FOR FIXTURE BOX ---.-,E FIXTURE BASE SENSORMATIC DEVICES, VERIFY EXACT LOCATION WITH VENDOR PRIOR TO ROUGH -IN. 19 TYPICAL UNDERGROUND / ISLAB CONDUIT PROVIDED BY CONTRACTOR. CONTRACTOR TO CABLE TRAY BY PROVIDE AND TERMINATE WIRING. PATCH AND FIXTURE MFR. REPAIR SLAB TO MATCH SURROUNDING FINISH. FOR TRENCH POUR BACK SLAB DETAILS, SEE ARCHITECTURAL DETAIL B, SHEET A1.1 C. 20 TYPICAL RECESSED FLOOR MOUNTED IkQUAD DUPLEX RECEPTACLE PROVIDED BY RECESSED FLOOR MOUNTED QUAD/DUPLEX / 48 LONG WHIP EXTENDED RECEPTACLE AND DEVICE BOX. SEE CONTRACTOR; TOP OF DEVICE COVER SHALL BE FROM WALL WITH DEVICE GENERAL NOTES FOR CARLON MODEL FLUSH WITH 'SURROUNDING FLOOR. SEE GENERAL �%. BOX AND DUPLEX RECEPT. NUMBER AND STYLE INFORMATION. LEVEL NOTE 8 AND DETAIL 4, SHEET E 1.2. = AND ADJUST TO FINISHED FLOOR ,II ;INSTALLED IN .WALL CASEWORK r MATERIAL 21 PROVIDE BOBRICK B -75U: 120V, 20A, 60 HZ, 2300W FINISHED FLOOR HAS DRYER. REFER TO ARCHITECTURAL DRAWING FOR EXACT MOUNTING LOCATION. FL 22 PROVIDE LABEL WITH CIRCUIT NUMBER FOR �� DUPLEX OUTLETS FOR HAIR DRYERS. NTS NTS 23 CONNECT RECEPTACLE DOWNSTREAM OF COOLER. RESTROOM GFI RECEPTACLES FOR GF PROTECTION ::OF AN INACCESSIBLE RECEPTACLE. CLEARLY NOTE ON THE TYPED PANEL SCHEDULES THAT THIS CIRCUIT SERVES RESTROOM & WATER COOLER RCPTS. 24 PROVIDE EDWARDS REAR DOOR DELIVERY BELL #155G-4AM,! PUSH BUTTON #1786C -B, AND SIGNAL (1) 3/4"C FUTURE USE TRANSFORMER #590. LOCATE DOOR DELIVERY (1) 1"C TO MAIN TELEPHONE CABINET BELL ON OUTSIDE FACE OF EXTERIOR DOOR. (1) 1"C FOR CCTV (ROUTE TO FAR SIDE OF CASHWRAP) (1) 3/4"C FOR CHIME 25 DOUBLE DUPLEX RECEPTACLE TO BE SURFACE (2) 1 "C FOR DATA ROUTE ALL CIRCUITS THROUGH PULL BOX. (TYPICAL) MOUNTED AT BACK OF CASEWORK. RUN (1) 3/4"C FOR SAFE UNDERGROUND CONDUIT FROM COLUMN FOR (2) 1 "C FOR POWER POWER AND STUB UP TO DEVICES. MOUNT Fl RECEPTACLE AT 12" AFF. 26 EXISTING DUCT SMOKE DETECTOR SHOWN FOR REFERENCE DUE TO NEW CIRCUITING. 27 CONTRACTOR TO MAKE CEILING ADJUSTMENTS TO ENSURE THAT INSTALLATION OF SUSPENDED TRANSFORMER IS IN COMPLIANCE WITH NEC ARTICLES 450.13(B) & 450.21(A). ill 1" FOR POWER 1 1 " FOR DATA 2$ JUNCTION BOX FOR EAS SYSTEM TRANSFORMER 1 1" FOR TELEPHONE POWER LOCATED ABOVE CEILING ON PLYWOOD 1 3/4" FOR CHIME BACKBOARD. VERIFY ALL DETAILS WITH VENDOR PRIOR TO ROUGH -IN. REFER TO FLOOR PLANS FOR EXACT ROUTING INFORMATION. 29 MOUNT RECEPTACLES HORIZONTALLY AT 44" AFF. TYPICAL OF 3. 30 EMS. REFER TO ES DRAWINGS FOR EXACT SCOPE OF WORK AND PURCHASING INFORMATION. ELECTRICAL SERVICE31 COORDINATEFIRE ALARM PANEL LOCATION AND DES �SC�HE�MATIC REQUIREMENTS WITH FIRE ALARM CONTRACTOR. NTS J g (PART)17 D 15 1 L�:M'I OY1 E STAGING D 19 .oi1J1\1(,% 01 3 _I�....., 7 24 6 5 1 � �—_��i IT CABINET / 30 C +72" AFF 1 E—'1.2 'Y H P A __. . I 1 ! 17 LDP B C D 8 4 a F D I D D PART) 31 24 = 34 FX -1 720 32 281 6 _...) __,A} EI 3941 I _ D P� 34 ,C 1 (a , �' } f" 27 1921 26 SD S� FA P 1�6 C 3 _ ...._.... _. __.. i �i 15 D ! € � RTU I C 16 12 C C C € „38 20 18 14 8 4 2(PART) {__.!:f ' D 22 10 Wp/wR 39 HDP ; 22 117B D�'71 11 I i J 1 d4 60/3/NF 1 1 � I23 ,. 77:...... C „ 1 f i 4D B 3i�4l ,E14948 4 . f4 .. -911c 5 LE1.4 ... l 4'4411- 0 i1 , 8 8 Q 11.0. _.1.12 12 1.14 1.4 _ _, 31-011 31-011 ... ., _ __.w_ _...... .. L_.....Jj I 29 B 2 22 0 08 18 6 16 , _ C o A FT X 2 C 1 7 C ............... 3 3 II f -76 5 a..l .._. ., �. 1 5 E1.4 I C (PART) D pp f -i �I , S j 23 21 i E1 4 E 2 1 } , } , I 18 SALES 100 _._w A...._ . 38 rzf D 40 �I i 2$ 40 (,I 42 11 3 1lr 3111 E 3' 1'I EQ 4G i 21 1.. I 1 (; E1.4 I CD _ .. u ti , l�5 f 4A 1 3 11 q 23 �� I I III ! II I II I II C ESI -11 3 0 2 -9 2 -3 1 I II 2� 1 D 22 54"AFF 27 a � � HDP (P�R T)32 I J rt (TYP OF 8) i 29 �� j <- 20 31 ����t 11 C 1 �� RTU, ?I. 15 26 42 3 2 PART) 3 SD R J _ _ l � 33 X11\ \' ,/ I ! it i1 9 i100111 '104 -, Sf~lANtli /J( �l '3A,_,1, �. 106 1NUVI' N CORRIDOR N1EN B 261 32 (P, 61-011 61-911 /Al cea A E 7 121-311 31-8" 2811111Lti 12 I (TY ) - �I��IGL1 4� 2 Irvv E-1.4 2 ' c 6 7 _I L 8 I r? r I D ao 2 8 PART) D1D 12 17 ((PA T) 28 C 1 1 (P RT)26 I€ - - � .�..� .,III'_ �I IL 1r 3 25 I€ 10 f — 181 (TYP) POWER PLAN 1 1 7 SCALE: 1/8"=V-0" s —14 (TYP) B 43 rgia smution5, mc. 5100 River Road, Ste I25 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: GENERAL CONTRACTOR SHALL PROVIDE A COMPLETE AND FULLY FUNCTIONING FIRE ALARM SYSTEM AS .REQUIRED PER LANDLORD, LOCAL. CODES AND AMENDMENTS. FIRE ALARM DESIGN PROVIDED UNDER SEPARATE PERMIT. 01/24/12 BID ISSUE J g (PART)17 D 15 1 L�:M'I OY1 E STAGING D 19 .oi1J1\1(,% 01 3 _I�....., 7 24 6 5 1 � �—_��i IT CABINET / 30 C +72" AFF 1 E—'1.2 'Y H P A __. . I 1 ! 17 LDP B C D 8 4 a F D I D D PART) 31 24 = 34 FX -1 720 32 281 6 _...) __,A} EI 3941 I _ D P� 34 ,C 1 (a , �' } f" 27 1921 26 SD S� FA P 1�6 C 3 _ ...._.... _. __.. i �i 15 D ! € � RTU I C 16 12 C C C € „38 20 18 14 8 4 2(PART) {__.!:f ' D 22 10 Wp/wR 39 HDP ; 22 117B D�'71 11 I i J 1 d4 60/3/NF 1 1 � I23 ,. 77:...... C „ 1 f i 4D B 3i�4l ,E14948 4 . f4 .. -911c 5 LE1.4 ... l 4'4411- 0 i1 , 8 8 Q 11.0. _.1.12 12 1.14 1.4 _ _, 31-011 31-011 ... ., _ __.w_ _...... .. L_.....Jj I 29 B 2 22 0 08 18 6 16 , _ C o A FT X 2 C 1 7 C ............... 3 3 II f -76 5 a..l .._. ., �. 1 5 E1.4 I C (PART) D pp f -i �I , S j 23 21 i E1 4 E 2 1 } , } , I 18 SALES 100 _._w A...._ . 38 rzf D 40 �I i 2$ 40 (,I 42 11 3 1lr 3111 E 3' 1'I EQ 4G i 21 1.. I 1 (; E1.4 I CD _ .. u ti , l�5 f 4A 1 3 11 q 23 �� I I III ! II I II I II C ESI -11 3 0 2 -9 2 -3 1 I II 2� 1 D 22 54"AFF 27 a � � HDP (P�R T)32 I J rt (TYP OF 8) i 29 �� j <- 20 31 ����t 11 C 1 �� RTU, ?I. 15 26 42 3 2 PART) 3 SD R J _ _ l � 33 X11\ \' ,/ I ! it i1 9 i100111 '104 -, Sf~lANtli /J( �l '3A,_,1, �. 106 1NUVI' N CORRIDOR N1EN B 261 32 (P, 61-011 61-911 /Al cea A E 7 121-311 31-8" 2811111Lti 12 I (TY ) - �I��IGL1 4� 2 Irvv E-1.4 2 ' c 6 7 _I L 8 I r? r I D ao 2 8 PART) D1D 12 17 ((PA T) 28 C 1 1 (P RT)26 I€ - - � .�..� .,III'_ �I IL 1r 3 25 I€ 10 f — 181 (TYP) POWER PLAN 1 1 7 SCALE: 1/8"=V-0" s —14 (TYP) B 43 rgia smution5, mc. 5100 River Road, Ste I25 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & UL'rA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREDY ARE AND SHALL REMAIN THE PROPER I'Y OP'I HIS OFFICE: AND IVO PART THEREOF SHALL BE COPIED, DISCLOSED ED TO OTHERS OR USED IN I HE CONNEcC ION WITFI ANY WORK OR PROJECT" OTHER THAN 'I"HE SPECIFIC PROJECT FOR WI-IICH'I IEY HAVE BEEN PREPARED AND DEVELOPED WIFHIOUI THE WRI I IFN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFIC ATIONS SHALL CONS IU7E CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICNUNS. WRIFIEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER :SCALED DIMENSIONS: CON BRAG FURS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONUIHONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIA BONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESF DRAWINGS. SHOP DETAILS MUST BE SUBMIT TED FO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WI FH FABRICATION. 02011RGLA SOLUTIONS, INC. 102011 ROBERT G. LYON & ASSOCIATES, INC. DRAWN BY FLS CHECKED BY HEI JOB NUMBER 1104 SHEET NAME E-1.2 M CD o d CSI U CD r v -CID( m -~' d' i 0 - o �coC J �a Q ® .-_ U CD U coocoo �U cc Cm an No. STAME OF Al �,..° 10 IYAL THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREDY ARE AND SHALL REMAIN THE PROPER I'Y OP'I HIS OFFICE: AND IVO PART THEREOF SHALL BE COPIED, DISCLOSED ED TO OTHERS OR USED IN I HE CONNEcC ION WITFI ANY WORK OR PROJECT" OTHER THAN 'I"HE SPECIFIC PROJECT FOR WI-IICH'I IEY HAVE BEEN PREPARED AND DEVELOPED WIFHIOUI THE WRI I IFN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFIC ATIONS SHALL CONS IU7E CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICNUNS. WRIFIEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER :SCALED DIMENSIONS: CON BRAG FURS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONUIHONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIA BONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESF DRAWINGS. SHOP DETAILS MUST BE SUBMIT TED FO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WI FH FABRICATION. 02011RGLA SOLUTIONS, INC. 102011 ROBERT G. LYON & ASSOCIATES, INC. DRAWN BY FLS CHECKED BY HEI JOB NUMBER 1104 SHEET NAME E-1.2 L_—._.._ -.---------------„ ®------- — — — — ) N) --- N CCTV CABLING BY I I I (3) 3/4"C & (7) 1 C ESSIBLE ®®® CCN VENDOR I I lKir GENERAL NOTES: 1. REFER TO CCTV VENDOR DRAWINGS FOR EXACT LOCATIONS OF ALL EQUIPMENT 2. ALL CCTV SYSTEM WIRING SHALL BE FURNISHED AND INSTALLED BY VENDOR 3. PROVIDE BUSHINGS ON ALL CONDUIT STUB -UPS. FLOOR . - -� J -- i ,� _. ,,,, ______ �...._ .... ..._ �_.._._.:,� i _ _ _ ._ . __.. _ _I - - i I _,.. CAMERA 3 �> ( PROVIDED BY OTHERS TYPICAL m _.. ( ) �� m.l r ........ �_._._. Ym.._._ -.. ... ...... ®m � �� � � I 1 1 ._ _ ....I-' � - � 1� � (i .� � 1 ❑ I _-��.... �`. L ( _ �..,,..I L ......... WIRE , Y ; I SECURITY MONITOR BY CCTV �,._ _ _ .. __- r .._- _ _ __ 1 �......._... I _ .__ �. ( II I ..... j {AFI slGi VENDOR (TYPICAL) ,. �- _ ......,,.._.� _.,..... -. _._ _ , ...._. ........ �, ( ] ❑ f _[1:10 (1) 3/4 C FUTURE USE [ I l I.� 1 1"C TO MAIN TELEPHONE CABINET __ ( ....... II. ....... J �6" x 12" JUNCTION BOX WITH M M ( ) (ROUTE TO FAR � ® FOUR 1" CUNDUITS STUBBED , (1) 1"C FOR CCTV ! I � C 'I 6" ABOVE ACCESSIBLE CEILING r �' SIDE OF CASHWRAP) E - _ e -. _ __.. 177' -END FOR CCTV HEAD 1® 1 3 4 FOR CHIME EQUIPMENT ma ( ) "C / „ h i (2) 1 C FOR DATA - (1 ) ATA (1) 3/4 C FOR SAFE ____ _ _ __-____:__w. _ -- r-�_______ �, 2 1 C FOR POWER I - () li � �E ft .• I ..__._ I�_I . � i._... I � . �� I � , ,_ � � i��=l� � ; ❑f:� (..�.�.� i �,,. � I , iC_ ❑ i ;-- �❑ � � ��I�I�°���''❑❑ a CCTV CAMERA E WI{ { IF - O.. SCALE w z Q O D W Z U H o a uJ Q V) amf ¢ u w LL ca o� ci U Qa o 1 I I I I cv v7 p v v ci IT CABINET TO PHONE BACKBOARD CONTRACTOR TO PROVIDE THE ABOVE CONDUITS AS SHOWN. STUB TO 2" ABOVE CEILING GRID AND LABEL EACH CONDUIT AS SHOWN. IT CABINET SUPPLIED BY ULTA & INSTALLED BY GENERAL CONTRACTOR PER ARCHITECTURAL SET INSTRUCTIONS. IT CABINET WITH, 6 0 IT STUBS TNOT TO SCALE DETAIL GENERAL NOTES: 1. VERIFY ALL LOCATIONS AND MOUNTING HEIGHTS WITH SOUND SYSTEM VENDOR PRIOR TO INSTALLATION. 2, PROVIDE BACKBOXES AND PULLSTRINGS IN ALL EMPTY CONDUITS INSTALLED FOR SOUND SYSTEM. 3. SOUND SYSTEM WIRING SHALL BE FURNISHED AND INSTALLED BY VENDOR. 4. PROVIDE CONDUIT IN CEILING SPACE WHERE REQUIRED BY CODE. 5, PROVIDE BUSHINGS ON ALL CONDUIT STUB UPS. DETAIL— 4 NOTES: LJ PROVIDE 3/4" CONDUIT STUBBED UP 6" ABOVE ACCESSIBLE CEILING AND J BOX FOR VOLUME CONTROL. 1 _ S S VC -27 (LOCATED IN OFFICE) S SERVICELV DES NOT TO SCALE SPKR TYPE QTY. I AREA MUZAK FIS --1 12 1W RETAIL AREA MUZAK HS -1 1 1w OFFICE MUZAK FIS -1 1 1w LOUNGE UNDYSTEM WIRING DIAGRAM NT TO SOLE EAS GENERAL NOTES: ROOF 1. ALL SECURITY SYSTEM WIRING SHALL BE POWER PACK IN CEILING FURNSIHED AND INSTALLED BY VENDOR E ROOF SPACE 2. PROVIDE PULLSTRINGS IN ALL EMPTY CONDUITS INSTALLED FOR EAS SYSTEM, _ 3. PROVIDE BUSHINGS ON ALL CONDUIT STUB -UPS. ACCESSIBL CEILING I— RECEPTACLE WITH DEDICATED �CIRCUIT SLOT -STYLE KEYED SWITCH. HUBBELL #HBL-1221L OR APPROVED EQUAL REFER TO ` PLAN DRAWINGS EAS SYSTEM ANTENNA —3/4" CONDUIT WITH PULLSTRING � / ANTENNA SHALL BE ROUTED TO THE FLOOR BY THE EAS VENDOR (TYPICAL OF 2) I _ I 3/4" PVC WITH ONE PULLSTRING CONDUCTOR CABLE SHALL BE FURNISHED AND INSTALLED BY EAS VENDOR. FRONT EAS SYSTEM C EAS CH 'C 5) ­ NOT To SCALE ACCESSIBLE CEILING 1. LOW VOLTAGE WIRING AND/OR CABLING SHALL BE ROUTED ADJACENT TO PERIMETER SOFFITS, NOT MORE THAN 3'--0 OFF DEMISING WALL. 2. MUZAK SYSTEM TO BE 100% BY THE BEGINNING OF SUBSTANTIAL COMPLETION WEEK. PLAN NOTES: 11-1 TELEPHONE BACKBOARD. LABEL AND PROVIDE CONDUIT ABOVE BOARD AS SHOWN IN DETAIL 6, THIS SHEET. CONTRACTOR ALSO TO RUN CONDUITS TO IT CABINET AS SHOWN IN DETAIL 6, SHEET E-1.3. F2 MUZAK EQUIPMENT AT MANAGER'S DESK. REFER TO DETAIL 4, SHEET E1.3, 3 FOR INFORMATION ON THE ELECTRICAL REQUIREMENTS OF THE CASH WRAP REFER TO DETAIL 1, SHEET E-1.2, ELECTRICAL SERVICE DESK SCHEMATIC. ® CONDUIT FOR CHECKPOINT EAS SYSTEM, REFER TO DETAIL 5, SHEET E-1.3 AND COORDINATE ALL DETAILS WITH VENDOR. ❑ STUB CONDUITS TO 2" ABOVE CEILING. PROVIDE PULL STRING FOR VENDOR TO RUN LOW VOLTAGE WIRE. REFER TO DETAIL 2, SHEET E-1.3 FOR MORE INFORMATION ON CONDUIT SIZE. © STUB CONDUITS TO 2" ABOVE WALL. VENDOR TO RUN LOW VOLTAGE WIRE TO TELEPHONE BOARD. . 1 SYSTEM _ i I� d� s T t REAR EAS SYSTEM DETAIL GENERAL NOTES 1. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL BACKBOXES, TRIM RINGS CONDUITS AND BUSHINGS FOR BURGLAR ALARM SYSTEM 2. PROVIDE PULLSTRINGS IN ALL EMPTY CONDUITS INSTALLED FOR EAS SYSTEM. 3, ALL SECURITY SYSTEM CONDUCTORS SHALL BE FURNISHED ACCESSIBLE CEILING C3 AND INSTALLED BY VENDOR 4, PROVIDE BUSHINGS ON ALL CONDUIT STUB UPS. NOTE SS2 NOTE NOTE NOTE 3/4°CONDUIT SS2 SS2 SS2 SECURITY SYSTEM NOTES: STUBBED INTO 3/4"CONDUIT c ACCESSIBLE STUBBED INTO SS1. PROVIDE 3/4" CONDUIT STUBBED UP 6" ABOVE ACCESSIBLE CEILING SPACE ACCESSIBLE CEILING GKRID AND JUNCTION BOX WITH SINGLE ° GANG TRIM PLATE CEILING SPACE AT RECEIVING DOOR FOR BACK DOOR ALARM. COORDINATE EXACT LOCATION WITH BURGLAR ALARM VENDOR. REAR BURG R RECEIVING RECEIVING FRONT DOOR SS2. PROVIDE 3/4" CONDUIT FROM DOOR FRAME STUBBED UP 6" ALARM SECURITY J J DOOR J + 54" ABOVE ACCESSIBLE CEILING` SPACE AND JUNCTION BOX CONTROL DOOR ® FOR DOOR CONTACTS AT EACH EGRESS DOOR. PANEL A 9@ S 1 2 PLAN NOTES SS3. RECESSED SINGLE -GANG JUNCTION BOX AND PLASTER RING WITH _ NOTE SS3 3/4" CONDUIT STUBBED 6" ABOVE ACCESSIBLE CEILING FOR G? NOTE SS 1 JUNCTION GENERAL SECURITY KEYPAD. BURGLAR ALARM VENDOR SHALL NOTE SS4 -„� FURNISH AND .INSTALL ALL CONDUCTORS, TERMINATIONS AND I- TO PANEL BOX AT BURGLAR DEVICES. BOARD 120VAC SAFE` FLOOR CIRCUIT U SS4. PROVIDE DOUBLE -GANG BOX AND TRIM RING WITH 3/4” CONDUIT STUBBED UP 6" ABOVE ACCESSIBLE CEILING SPACE AT RIGHT SIDE OF REAR DOOR, 7 IS ,SECURITY SYSTEMWIRING NOT TO SCALA VENDOR / ❑7 SECURITY KEYPAD ON WALL (DOUBLE GANG BOX), COORDINATE MUZAK - 630-782-6800 WITH ELEVATIONS, COMPUCOM ® PROVIDE KEYED SWITCH AND J --BOX FOR SENSORMATIC DEVICES. ULTA'S REP - 708-997-5607 VERIFY ALL DETAILS WITH VENDOR PRIOR TO ROUGH -IN. ULTA'S REP ® CHIME SYSTEM - PUSH BUTTONS WHERE INDICATED, LOCATE ALL CONDUIT AND BACK BOXES SHALL CHIME WHERE NOTED. AND INSTALLED 10 CCTV SYSTEM - EQUIPMENT LOCATED WHERE INDICATED. INSTALL AND TERMINATIONS ARE TO BE COMPLETED BY ULTA'S VENDORS, INSTALLATION OF VOLUME CONTROL REQUIRED CONDUITS IN MANAGER'S OFFICE AS INDICATED IN FOR CONTACTS PLEASE REFER TO DETAIL 3, SHEET E--1.3. Deft 11 SECURITY SYSTEMS - EQUIPMENT LOCATED WHERE INDICATED, INSTALL REQUIRED CONDUITS IN MANAGER'S OFFICE AS INDICATED IN DETAIL 7, SHEET E-1.3. (COORDINATE WITH SECURITY VENDOR) —POWER PACK IN CEILING No. SPACE 12 RELOCATE SECURITY SYSTEM DOOR SWITCH AND KEYPAD AS STATE F INDICATED. REFER TO NOTE 7. IYAL 13 CONDUIT FOR LOW VOLTAGE SYSTEMS. GENERAL CONTRACTOR TO PROVIDE ALL CONDUITS FOR LOW VOLTAGE SYSTEMS. VERIFY EXACT REQUIREMENTS WITH ULTA VENDERS. 14 1/2" CONDUIT FOR EMS TO IT CABINET. PROVIDE PULL STRING FOR FUTURE LOW VOLTAGE WIRE. SLOT -STYLE KEYED SWITCH. /-HUBBELL #HBL-1221L OR APPROVED EQUAL EAS SYSTEM ANTENNA ❑MOUNTED r ON WALL e ANTENNA SHALL BE ROUTED 3/4" CONDUIT WITH /-�TO THE FLOOR BY THE EAS PULLSTRING k j VENDOR (TYPICAL OF 2) . 1 SYSTEM _ i I� d� s T t REAR EAS SYSTEM DETAIL GENERAL NOTES 1. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL BACKBOXES, TRIM RINGS CONDUITS AND BUSHINGS FOR BURGLAR ALARM SYSTEM 2. PROVIDE PULLSTRINGS IN ALL EMPTY CONDUITS INSTALLED FOR EAS SYSTEM. 3, ALL SECURITY SYSTEM CONDUCTORS SHALL BE FURNISHED ACCESSIBLE CEILING C3 AND INSTALLED BY VENDOR 4, PROVIDE BUSHINGS ON ALL CONDUIT STUB UPS. NOTE SS2 NOTE NOTE NOTE 3/4°CONDUIT SS2 SS2 SS2 SECURITY SYSTEM NOTES: STUBBED INTO 3/4"CONDUIT c ACCESSIBLE STUBBED INTO SS1. PROVIDE 3/4" CONDUIT STUBBED UP 6" ABOVE ACCESSIBLE CEILING SPACE ACCESSIBLE CEILING GKRID AND JUNCTION BOX WITH SINGLE ° GANG TRIM PLATE CEILING SPACE AT RECEIVING DOOR FOR BACK DOOR ALARM. COORDINATE EXACT LOCATION WITH BURGLAR ALARM VENDOR. REAR BURG R RECEIVING RECEIVING FRONT DOOR SS2. PROVIDE 3/4" CONDUIT FROM DOOR FRAME STUBBED UP 6" ALARM SECURITY J J DOOR J + 54" ABOVE ACCESSIBLE CEILING` SPACE AND JUNCTION BOX CONTROL DOOR ® FOR DOOR CONTACTS AT EACH EGRESS DOOR. PANEL A 9@ S 1 2 PLAN NOTES SS3. RECESSED SINGLE -GANG JUNCTION BOX AND PLASTER RING WITH _ NOTE SS3 3/4" CONDUIT STUBBED 6" ABOVE ACCESSIBLE CEILING FOR G? NOTE SS 1 JUNCTION GENERAL SECURITY KEYPAD. BURGLAR ALARM VENDOR SHALL NOTE SS4 -„� FURNISH AND .INSTALL ALL CONDUCTORS, TERMINATIONS AND I- TO PANEL BOX AT BURGLAR DEVICES. BOARD 120VAC SAFE` FLOOR CIRCUIT U SS4. PROVIDE DOUBLE -GANG BOX AND TRIM RING WITH 3/4” CONDUIT STUBBED UP 6" ABOVE ACCESSIBLE CEILING SPACE AT RIGHT SIDE OF REAR DOOR, 7 IS ,SECURITY SYSTEMWIRING NOT TO SCALA VENDOR / SUPPLIERS: LL a ULTA REVIEW MUZAK - 630-782-6800 - MUSIC SYSTEM COMPUCOM - 317-250-6834 TELE/DATA ULTA'S REP - 708-997-5607 - SECURITY ULTA'S REP - 815-370-6075 - SECURITY ALL CONDUIT AND BACK BOXES SHALL BE SUPPLIED AND INSTALLED BY THE E.C. ALL CABLING, DEVICES AND TERMINATIONS ARE TO BE COMPLETED BY ULTA'S VENDORS, INSTALLATION OF VOLUME CONTROL STATIONS SHALL BE BY MUZAK. FOR CONTACTS PLEASE REFER TO SHEET T-1. ICU ABOVE FINISHED FLOOR f LV WIRE PLA SCALE: 1/8"=V-0" /8"=-0" 9 TY rgila somuOns, Inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgia.com REVISIONS: DATE: LL a ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERmi - ISSUE 01/25/12 ® (ll Lo (9 N O i N I` LO O 0 Cl cn J r. F-%.77 CD __(0(0 coo .,_, -C, � r- r- _ p Cu Cu CID co O U _ O (j) egoGV CIO L CmIll Deft m No. 0, STATE F IYAL j ./��'�lT THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEA', DESIGNS AND ARRANGEMENTS REPRESENTED fHEP.EBY ARE AND SHALL REMAIN THE PROPERTY OF TH13 OFFICE:, AND NO PARF THEREOF 'HALL BE COPIED, DISCLOSED TO 0I HERS OF USED IN THE CONNECTION WITH ANY WORK OR PRUJECT 0TIER 'I"HAN 'f HE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICA'I-IONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF I HESE RESTRICTIONS. WRTLTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUS F BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE OPAWINGS. :SHOP DCT'NLS MUSTBE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE= PROCEEDING WITH FABRICATION. CU11 20RGLA SULUfIONS, INC. 201 1 ROBERT G. LYON & ASSOCIATES, INC. LV DIRE PLAN DRAWN BY FLS CHECKED BY HEI JOB NUMBER 11104 SHEET NAME E-1.3 C T_ C r C A®4 .LIG_. HI ARCH SCALE. 1/4w®1° -O" C C - w sw as �u eoa n u u® o n J CDI 0 W CUT OUT OF TOOL DRAWER AND FACE OUT - CUT OUT OF TOOL DRAWER AND FACE OUT AS SHOWN AS SHOWN BID ISSUE GAD _- SCHEMATIC 01/25/12 0 W OUTLET +32"OUTLET (1) DUPLEX & (1) DUPLEX & 1 DUPLEX & 1 DUPLEX JACK FOR CCTV +32'=___�% ® .. LET Tll_QUADOU LET 1 QUADOU ���_0A 1 I sSC/4"=1°-0- GAD G'D Q L GAD GAD I 4- 0 �I 0 C 0 �— f17 C9 Cy H c `m z N N O N V N U 77 o_ w cc N 0 O 0 U m w 0 0 HL 0 m cn ti in co L0 PI 0 0 A® LI I°�T CII BLOCKING AS REQUIRED CEILING FOR ARCH SUPPORT, SEE DETAIL 10/A1.4 SINGLE TUBE FLUORESCENT LIGHTING. COOL WHITE LAMPS o PROVIDED BY LIGHTING VENDOR AND INSTALLED BY GENERAL CONTRACTOR. ® TRANSLUCENT WHITE PLEXI GLASS FACE IN METAL FRAME. PROVIDED BY FIXTURE CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. ----MILLWORKBUILDOUT PROVIDED BY FIXTURE CONTRACTOR AND INSTALLED 1�4 BY GENERAL CONTRACTOR. DOUBLE TUBE' FLUORESCENT. LIGHTING PROVIDED BY LIGHTING VENDOR AND INSTALLED BY GENERAL CONTRACTOR. RCH LI I DETAILS NT To SCALA OA SCALE.- 1 /4 = V —0`° — 111 Q. SOME LIGHT ARCHES MAY NOT BE USED. CONTINUOUS CONDUIT RUN TERMINATE TO STUB UP IN FLOOR. REFER TO ELECTRICAL PLAN FOR LOCATION. (1) DUPLEX AND (1) QUAD OUTLET IN CABINET (1) DUPLEX AND (1) QUAD OUTLET IN CABINET UNDER TOP @ MAX. HEIGHT NOTE: POWER LOCATIONS TYP. UNDER 'FOP « MAX. HEIGHT INSTALL OUTLETAT CENTER REAR INSTALL OUTLETS AT CENTER REAR S CUT OUT OF TOOL DRAWER AND FACE OUT - CUT OUT OF TOOL DRAWER AND FACE OUT AS SHOWN AS SHOWN BID ISSUE FIXTURESALON T NOT TC SCALE SCHEMATIC 01/25/12 OUTLET +32"OUTLET (1) DUPLEX & (1) DUPLEX & 1 DUPLEX & 1 DUPLEX JACK FOR CCTV +32'=___�% CHIME 1 QUADOU LET Tll_QUADOU LET 1 QUADOU LET 1 QUADOU LET +32".- ����-I �-�I FOR CCTV +22" �i��® E �®®� rll■.wt AL COMPUTER/DATA DUPLEX OUTLET CHIME PUSH BUTTON AT ///VEDGE AT "FOP OF OPENING TELEPHONE a CONDUIT STUBS (CHIME, VOICE, AND DATA) FOR THIS FIXTURE DUPLEX OUTLET CENTERED AT TO BE LOCATED AS PER PLAN. CONDUITS WITHIN TOE—KICK SPACE. BACK OF CABINET SPACE WIRING TO CONTINUE TO TERMINATION BEHIND OPEN DRAWERS COMPUTER/DATA OR IN BACK PORTION OF SPACE DESIGNED FOR TRASH CONTAINER. NOTES: 1. FIXTURE PROVIDED BY MILLWORK MANUFACTURER. INSTALLED BY GENERAL CONTRACTOR COORDINATE OUTLET LOCATIONS WITH MILLWORK MANUFACTURER, 2. ALL CONDUIT / WIRING WITHIN FIXTURE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 3. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 4. OUTLETS TO BE INSTALLED ON REAR INSIDE FACE OF CABINET 'NLARGED CONCIERGE/POWER ROUGH I NOT T® SCALE XAHENDERSON ENGINEERSZ 8325 LENEXA DRIVE LENEXA, KS 66214 irm 913 742 5000 FAx 913 742 5001 www.hei-eng.com 1150001258 FL. CORPORATE NUMBER: EB 7606 EXPIRES 02/28/13 rgla soullons, inn. 5'100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULrA REVIEW 01/24/12 BID ISSUE FIXTURESALON T NOT TC SCALE SCHEMATIC 01/25/12 OUTLET +32"OUTLET +32" JACK FOR CCTV +32'=___�% CHIME PUSH BUTTON +22" CREDIT CARD DATA +32" TELEPHONE +32"--- JACK & OUTLET TELEPHONE +32".- ����-I �-�I FOR CCTV +22" �i��® >< �i�'—�1 �®®� >< 3® TIP BOX - LOCATED ON INSIDE' OF DOOR i _946 __ = 1 17-Q4" .— ..1_­Z1___AQ_.__1 - I LL �� i fV I I I l� I OUTLET +32" OUTLET +32" OUTLET +32" OUTLET +32" OUTLET +32" COMPUTER DATA +32 COMPUTER DATA +32 COMPUTER DATA +32 COMPUTER DATA +32 COMPUTER DATA +32 EQ y EQ NOTES: . o 1. FIXTURE PROVIDED BY MILLWORK MANUFACTURER. INSTALLED BY GENERAL CONTRACTOR COORDINATE OUTLET LOCATIONS WITH MILLWORK MANUFACTURER. 2. ALL CONDUIT / WIRING WITHIN FIXTURE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 3. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 4. OUTLETS TO BE INSTALLED ON REAR INSIDE FACE OF CABINET rll■.wt AL COMPUTER/DATA DUPLEX OUTLET CHIME PUSH BUTTON AT ///VEDGE AT "FOP OF OPENING TELEPHONE a CONDUIT STUBS (CHIME, VOICE, AND DATA) FOR THIS FIXTURE DUPLEX OUTLET CENTERED AT TO BE LOCATED AS PER PLAN. CONDUITS WITHIN TOE—KICK SPACE. BACK OF CABINET SPACE WIRING TO CONTINUE TO TERMINATION BEHIND OPEN DRAWERS COMPUTER/DATA OR IN BACK PORTION OF SPACE DESIGNED FOR TRASH CONTAINER. NOTES: 1. FIXTURE PROVIDED BY MILLWORK MANUFACTURER. INSTALLED BY GENERAL CONTRACTOR COORDINATE OUTLET LOCATIONS WITH MILLWORK MANUFACTURER, 2. ALL CONDUIT / WIRING WITHIN FIXTURE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 3. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 4. OUTLETS TO BE INSTALLED ON REAR INSIDE FACE OF CABINET 'NLARGED CONCIERGE/POWER ROUGH I NOT T® SCALE XAHENDERSON ENGINEERSZ 8325 LENEXA DRIVE LENEXA, KS 66214 irm 913 742 5000 FAx 913 742 5001 www.hei-eng.com 1150001258 FL. CORPORATE NUMBER: EB 7606 EXPIRES 02/28/13 rgla soullons, inn. 5'100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULrA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 ® (U Lo CO N O L (,A I`- Lf) CD O ® r r - U (oa — O d d U co OD L � 0 >� r cli F 0 U Q� 00 co an am " ` No. cc STATE OF / L THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS,DESIGNS AND ARRANGEMENTS REPRESL'N'I ED'I'HEREBY ARE ANN SHALL REMAIN THE PROPERTY OF THIS 01-FICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECTION VVI H-1 ANY WORK OR PROJLCF OTHER I HAN'fHE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THIS OPI ICE. VISUAL CONTACT WHH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPI'ANCE OL THESE REST RICFIONS. WRITTEN DIMENSIONS ON 'THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CON FRAC FORE SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM'rHE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL HEFORL PROCEEDING WITH FABRICAI ION. ©2011 RG'LA SOLUTIONS, INC. 2011 ROBERT G. LYON F ASSOCIATES, 1110. I jp DRAWN BY JFAJEN CHECKED BY HEI JOB NUMBER 11104 SHEET NAME -1.4 1 I I I II I I� I LLL L ...h_ _L_�:._ L.I.. ,LLLL_V.u�� III JM. Ll _.I u_' ! ll._-- --�_ __L� L. 1 L ..... h.. - __ �_L 11 L - .,... -- --. _ .. _�_.— _ _ —_ k , ".� — �J�w�. ��u '16A 2---4 CUTTING AND PATCHING CE 16A 2-10 ACCESS DOORS FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, PROVIDE ACCESS DOORS IN CEILINGS AND WALLS, WHERE INDICATED OR AND OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER 16A 1-11 ELECTRONIC DRAWING FILES SECTION 16A GENERAL ELECTRICAL_ REQUIREMENTS - REV 1100510: BEFORE DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH TYPE LOCK, AND ANCHOR STRAPS. WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR GENERAL'INSTRUCTIONS 16A 1 G 16A 1-6 COORDINATION MAY, AS AN OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. RATINGS IF APPLICABLE. FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A 16A 1-1 GENERAL REQUIREMENTS COORDINATE ALL WORK WITH OTHER DIVISIONS AND TRADES SO THAT VARIOUS DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL COMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER SHEET. CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION; AND, CONTACT ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTARY TIME, FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL THE ENGINEER TO OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO CONDITIONS ' OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT LIMITED TO, CIVIL, INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT TQ PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE DIVISION 1, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL THOROUGHLY FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS THAT CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS BE SENT. AFFECT THIS DIVISION, SECTION OR BOTH. WORK REQUIRED UNDER THIS DIVISION AND OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING RACEWAYS ENGINEER, OWNER'S REPRESENTATIVE, EQUIPMENT SUPPLIER, OR ALL THREE, INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO IN THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM 16A 1-12 OPERATION AND MAINTENANCE INSTRUCTIONS COMPLETE THE ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS THAT WILL IIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO ACTUALLY INSTALLED. SUBMIT TO THE ARCHITECT, FOR ENGINEER'S REVIEW, COPIES EACH OF FACILITATE EACH SYSTEM'S FUNCTIONING AS IMPLIED BY THE DESIGN AND THE B. NONMETALLIC COATINGS: MANUFACTURER'S STANDARD PVC, POLYURETHANE OPERATIONS AND MAINTENANCE INSTRUCTION MANUALS, APPROPRIATELY EQUIPMENT SPECIFIED. 16A 1-7 ORDINANCES CODES AND STANDARDS BOUND INTO MANUAL FORM INCLUDING (,APPROVED COPIES OF THE FOLLOWING, INSPECTION, MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM THE C. PAINTED COATINGS: MANUFACTURER'S STANDARD PAINTED COATING APPLIED REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, THE SPECIFICATIONS A COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) INSTALLED. PROVIDE THE NUMBER OF 'SUBMITTALS REQUIRED BY DIVISION 1; AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS iF STANDARDS, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE HOWEVER, AT A MINIMUM, SUBMIT THREE (3) SETS, AND INCLUDE, AT A MINIMUM, DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND THE FOLLOWING INFORMATION: AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. MATERIALS, ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT INTERNATIONAL CORPORATION, HILTI, INC., POWER—STRUT, THOMAS & BETTS UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF MANUFACTURERS' CATALOGS AND PRODUCT DATA SHEETS DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE SERVICES. OPERATION. CONTRACT IS BASED, THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO WIRING DIAGRAMS ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND ATS (LATEST EDITION) AND ALL ADDITIONAL REQUIREMENTS SPECIFIED IN ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER MAINTENANCE INSTRUCTIONS ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, OPERATING INSTRUCTIONS LINES, AND OTHER INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A DRAWINGS, OR BOTH, SHALL GOVERN. CODE COMPLIANCE, AT A MINIMUM, IS 16A 2-14 EQUIPMENT IDENTIFICATION GUIDE WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND MANDATORY. CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PARTS LISTS EQUIPMENT WILL FIT INTO THE DESIGNATED SPACES, AND WHICH, WHEN PERMITTING WORK NOT IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES. INSTALLED PER MANUFACTURERS' REQUIREMENTS, WILL ENSURE A COMPLETE, ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, SWITCHES IN TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENT COORDINATED, SATISFACTORY AND PROPERLY OPERATING SYSTEM. PROMPTLY BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, PROVIDED OR FURNISHED OR INSTALLED UNDER THIS CONTRACT. APPLICATION OF FIRE—STOPPING SPECIFIED IN DIVISION 7 SECTION RULES, REGULATIONS, REFERENCED STANDARDS, AND THESE DOCUMENTS TO PENETRATION FIRESTOP SYSTEMS." DRAWINGS ARE SCHEMATIC IN NATURE, SHOW THE VARIOUS COMPONENTS OF THE ENGINEER'S ATTENTION FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E—MAIL ADDRESSES OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY RESPONSIBLE FOR ANY VIOLATION OF THE LAW. LOCAL CONTACTS FOR WARRANTEE SERVICES AND SPARE PARTS. SHALL BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS APPLICABLE, THE ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY. L TA KE `PRECEDENCE TO SCALED DIMENSIONS, DETERMINE EXACT LOCATIONS BY PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND SAFETY OF THE PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS ANY REQUESTS FOR SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE BY REVIEWING ALL CONTRACT DOCUMENTS. CORRECT ERRORS THAT COULD DIVISION. VERBAL INSTRUCTIONS OF SYSTEM OPERATIONS TO OWNER'S REPRESENTATIVE HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL CONTRACTOR, ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE AT THE COMPLETION OF, AND BEFORE 'FINAL ACCEPTANCE OF, THE WORK. COST TO THE OWNER. 16A 1-8 PROTECTION OF EQUIPMENT AND MATERIALS WARRANTIES. COLOR: BLACK BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER; RED 16A 1-13 TRAINING SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO SLEEVES FOR RACEWAYS AND CABLES MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. JOB SITE, IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. FOR AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, GALVANIZED STEEL, PLAIN ENDS AND DRIP RINGS. MATERIALS AND EQUIPMENT SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, PROVIDE THE SERVICES OF A FACTORY, TRAINED AND AUTHORIZED 16A 1-2 DEFINITIONS DAMPNESS, OR TEMPERATURE VARIATIONS, STORE INSIDE IN CONDITION SPACES. REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE UNLESS OTHERWISE INDICATED. FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE CONDITIONS, OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PROJECT. TERMS SHALL HAVE THE INDICATED MEANINGS: PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR IN UL 486A AND UL 486B. PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR SHALL SYSTEM AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; UNLOADING, UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS.' FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO THROUGH FIRE—RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT INSTALL '-`TO PERFORM A TS WHILE STORED AND INSTALLED DURING PLUG OR CAP OPEN ENDS OF CONDUITS MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF NOT LIMITED TO, AND AS REQUIRED: UNLOADING, UNPACKING, ASSEMBLING, CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO DATA INCLUDED IN THE OPERATION AND MAINTENANCE INSTRUCTIONS. ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, THE SYSTEMS. OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND MAKE FINAL ADJUSTMENTS AS NECESSARY. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." 16A 1-9 SUBSTITUTIONS DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SPECIFY TECHNOLOGY INC. REMOVE ALL EXISTING WIRING, LIGHT FIXTURES, EXPOSED CONDUITS AND OTHER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT TRAINING. THE PROVIDE: "TO FURNISH AND INSTALL COMPLETE, AND READY FOR THE INTENDED INCLUDE IN THE BASE BID THE PRODUCTS SPECIFICALLY NAMED IN THESE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALLL SIGN THE USE." SPECIFICATIONS OR ON THE DRAWINGS, SUBMIT, IN THE FORM OF ALTERNATES, CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN EXISTING RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF WITH BID, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR .USE, PROVIDED. FURNISHED BY OWNER (OR OWNER—FURNISHED) OR FURNISHED BY OTHERS: "AN PROVIDED THE DIFFERENCES IN COST, IF ANY, ARE INCLUDED FOR EACH INSTALLATION INSTRUCTIONS TO COMPLY WITH DIVISION 1. ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, PROPOSED ALTERNATE. SCHEDULE TRAINING WITH OWNER WITH AT LEAST / DAYS' ADVANCE NOTICE. AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND REMOVED. ENGINEERING JUDGMENT SHALL INCLUDE BOTH PROJECT NAME AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL I PRIOR TO THE BID DATE, SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS 16A 1-14 WARRANTIES TO THE WORK NECESSARY FOR -PROPER INSTALLATION AND OPERATION. INCLUDE SUBMITTED TO THE ARCHITECT, FOR ENGINEER'S REVIEW, AT LEAST TEN SUBMIT MATERIAL SAFETY DATA SHEETS PROVIDED WITH PRODUCT DELIVERED TO THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. INCLUDE THE NAME WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS JOB—SITE, OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING CUTSHEETS, MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS PHOTOMETRIC DATA, AND ALL OTHER INFORMATION NECESSARY FOR AN NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR DIVISION, AND IS A CONSULTANT TO, AND AN, AUTHORIZED REPRESENTATIVE OF, EVALUATION FOR EACH SUCH REQUEST. PROVIDE FACTORY GENERATED POINT— MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS, REMEDY ALL THE ARCHITECT, AS DEFINED IN THE _GENERAL AND/OR SUPPLEMENTARY BY—POINT CALCULATIONS FOR ALL EXTERIOR LIGHT FIXTURES (PHOTOMETRIC DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE CONDITIONS: WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENTFILES SUPPLIED S0 THE ENGINEER CAN GENERATE A POINT—BY-POINT DO NOT GENERAL CONDITIONS AND DIVISION 1. BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND SUFFICE FOR THE POINT-BY—POINT CALCULATIONS). PROVIDE INTERIOR POINT—BY— RECOMMENDATIONS OF THE ACI STANDARD PRACTICE MANUAL. CONCRETE OBLIGATIONS TO, THE "ARCHITECT". POINT CALCULATIONS AT THE DISCRETION OF THE ENGINEER. SUBMIT A $100.00 ALSO WARRANT THE FOLLOWING ADDITIONAL ITEMS: AGGREGATE CONFORMING TO ASTM C33, AND POTABLE WATER. EXPOSED REVIEW FEE TO THE ENGINEER WITH EACH SUCH POINT—BY—POINT CALCULATION EXTERIOR CONCRETE SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING I FOR USE OF ELECTRONIC BASE FILES: ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES, CRUSHING, OR JURISDICTION. OVER THE BREAKS OF ANY NATURE. .WORK. AFTER THE BID DATE, PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, WILL ONLY BE CONSIDERED AS ALL RACEWAY SEALS ARE EFFECTIVE. BY OSHA IN 29 CFR 19103 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER A DEDUCT. SUBMIT PROPOSED SUBSTITUTIONS SEPARATELY, IN SUBMITTAL THIS PROJECT. FORM, WITH A LIST OF PROPOSED SUBSTITUTIONS TOGETHER WITH A DEDUCT THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND PRICE FOR EACH SUBSTITUTION. THE ARCHITECT, ENGINEER, OR BOTH, WILL UNWANTED OPEN CIRCUITS AND GROUNDS. HOMERUN: THAT PORTION OF AN ELECTRICAL CIRCUIT ORIGINATING AT A THEN REVIEW PROPOSED SUBSTITUTIONS, I JUNCTION BOX, TERMINATION BOX, RECEPTACLE OR 'SWITCH WITH TERMINATION THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS A7 AN ELECTRICAL PANELBOARD. NOTE: WHERE MC CABLE IS UTILIZED FOR THE ENGINEER WILL HAVE THE FINAL AUTHORITY AS TO WHETHER THE LIGHT OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. RECEPTACLE AND OR LIGHTING' BRANCH CIRCUITING LOADS, THE ORIGINATING FIXTURE. IS AN ACCEPTABLE REPLACEMENT TO THE SPECIFIED ITEM. THE E OMERUN SHALL BE 'AT THE FIRST LOAD IN THE CIRCUIT OR AT A POINT OF TH H PROPOSED SUBSTITUTION MAY ALSO BE REJECTED BY THE ARCHITECT FOR PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE JUNCTION BOX IN AN ACCESSIBLE CEILING SPACE IMMEDIATELY ABOVE THE FIRST AESTHETIC REASONS IF FELT NECESSARY OR DESIRABLE. IN THE EVENT THE ENGINEER OR OWNER. ' LOAD. PROPOSED SUBSTITUTIONS HEREIN DESCRIBED ARE REJECTED, FURNISH THE SPECIFIED ITEM. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE 16A 1-10 SUBMITTALS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY ENGINEER AS EQUIVALENT TO `THE ITEM OR MANUFACTURER SPECIFIED". THE INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE " LL MEAN LABELED LISTED, CERTIFIED, OR ALL THREE, BY TERM APPROVED"'SHA M , 1.?ASSEMBLE AND SUBMIT TO THE ARCHITECT, FOR ENGINEER'S REVIEW, COMMENCEMENT DATE AND TERM. AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. MANUFACTURERS' PRODUCT LITERATURE FOR MATERIAL AND EQUIPMENT TO BE FURNISHED, INSTALLED, OR BOTH, UNDER THIS DIVISION, INCLUDING SHOP 16A 1-15 MISCELLANEOUS REMODELING WORK 16A 1-3 PRE-BID SITE VISIT DRAWINGS, MANUFACTURERS' PRODUCT DATA AND PERFORMANCE SHEETS, SAMPLES, AND OTHER SUBMITTALS REQUIRED BY THIS DIVISION. HIGHLIGHT, PROVIDE ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AND NEW ECT HE SITE OF THE PROPOSED WORK AND BECOME FULLY PERSONALLY INSPECT T MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ELECTRICAL SYSTEM MODIFICATIONS REQUIRED BECAUSE OF BUILDING INFORMED OF CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO ACCESSORIES THAT ARE BEING PROPOSED. PROVIDE THE NUMBER OF REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, SUBMIT SEVEN OPERATION AND NEW CONSTRUCTION. REMOVE ALL ABANDONED CABLES AND OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. (7) SETS. BEFORE SUBMITTING, VERIFY THAT ALL MATERIALS AND EQUIPMENT WIRING ABOVE ACCESSIBLE CEILINGS AND VENTILATION SHAFTS. SUBMITTED ARE MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, 16A '1-4 MATERIAL AND WORKMANSHIP FIT THE AVAILABLE SPACES, AND ALLOW AMPLE AND CODE --REQUIRED ROOM FOR 16A 2 ELECTRICAL WORK ACCESS AND MAINTENANCE. SUBMITTALS SHALL CONTAIN THE FOLLOWING PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. INFORMATION, SUBMITTALS NOT SO 'IDENTIFIED WILL BE RETURNED TO THE 16A 2-1 BUILDING OPERATION PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT CONTRACTOR WITHOUT ACTION: IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ESTABLISH QUALITY, SIZE AND CAPACITY, ALL WORKMANSHIP SHALL BE OF THE THE PROJECT NAME. ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN CONTINUOUS OPERATION. ACCOMPLISH WORK THAT REQUIRES INTERRUPTION GENERAL, PROVIDE THE FOLLOWING QUALITY GRADE(S) FOR ALL MATERIALS AND THE APPLICABLE SPECIFICATION SECTION AND PARAGRAPH. OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, EQUIPMENT AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. THE SUBMITTAL DATE. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR COMMERCIAL SPECIFICATION GRADE TENANT A MINIMUM OF 7 DAYS IN ADVANCE OF WORK. THE .CONTRACTOR'S STAMP, WHICH SI -TALL CERTIFY THAT THE STAMPED PROVIDE ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND I DRAWINGS HAVE BEEN CHECKED BY THE CONTRACTOR, COMPLY WITH THE 16A 2-2 EXCAVATION AND BACKFILLING EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. DRAWINGS AND SPECIFICATIONS, AND HAVE BEEN COORDINATED WITH OTHER STORE AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND TRADES. PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL 'DAMAGE. UNDERGROUND WORK UNDER THIS CONTRACT, TRENCHES SHALL BE OF SUBMITTALS AND SHOP .DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE—IN OR FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED, LABELED, CERTIFIED, LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE, THEY SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF OR ALL THREE, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. USE WHENEVER ANY LISTING OR LABELING EXISTS FOR THE TYPES OF MATERIAL AND IPUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. EQUIPMENT SPECIFIED. TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT BACKFILL TRENCHES IN MAXIMUM 6—INCH LAYERS OF WELL TAMPED DRY EARTH IN SCHEDULE, ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME, PLUS MAILING TIME, A MANNER TO PREVENT FUTURE SETTLEMENT. AT A MINIMUM GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTALS, IF REQUIRED. TRANSMIT SHALL BE IN ACCORDANCE WITH: SUBMITTALS AS SOONASPOSSIBLE AFTER NOTICE TO PROCEED AND BEFORE EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON "THE NECA 1 (LATEST EDITION), "STANDARD PRACTICES FOR GOOD ) CONSTRUCTION 'STARTS. THE ENGINEER'S SUBMITTAL REVIEWS WILL NOT EXCAVATION. COMMON EXCAVATION SHALL COMPRISE SATISFACTORY WORKMANSHIP IN ELECTRICAL CONSTRUCTION":' RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN. DIMENSIONS, REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF DETAILS, SIZE OF MEMBERS, OR QUANTITIES; OR FOR OMITTING COMPONENTS OR EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS 16A 1-5 MANUFACTURERS FITTINGS; OR FOR NOT COORDINATING ITEMS WITH ACTUAL BUILDING OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL CONDITIONS. BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, DISPOSE OF EXCAVATED MATERIALS THAT ARE CONSIDERED UNSUITABLE FOR SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF REFER TO DIVISION I FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL, WHICH IS NOT REQUIRED FOR THE MANUFACTURERS SPECIFIED: PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE BACKFILL, ALL TO THE SATISFACTION OF THE ENGINEER. DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1, WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP 16A 2-3 COINCIDENTAL DAMAGE NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, WALLS, 'FINISHES, AND OTHER RS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO WHERE MANUFACTURES . NAME AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR FACILITIES DAMAGED IN THE COURSE OF THIS WORK. REPAIR MATERIALS SHALL COMPLIANCE WITH REQUIREMENTS FROM MANUFACTURERS THAT HAVE BEEN SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND MATCH EXISTING CONSTRUCTION. ALL BACKFILLING AND REPAIRING SHALL MEET ACTIVELY INVOLVED IN MANUFACTURING THE 'SPECIFIED 'PRODUCT FOR NO LESS ENGINEER'S DESIGNATED REPRESENTATIVES.CONTRACTOR SHALL ALLOW THE ALL REQUIREMENTS OF THE OWNER, CITY AND OTHERS HAVING JURISDICTION. THAN 5 YEARS. IENGINEER REVIEWTIMEAS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. CONFORM TO ALL CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS` REQUIRED TO PURCHASE REQUIREMENTS OF DIVISION 2 OF THESE SPECIFICATIONS. THE MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC ` SUBMITTAL AND SHALL CLEARLY INDICATE THE MATERIALS,' PERFORMANCE CRITERIA AND ACCESSORIES BEING PROPOSED, GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. '16A 2---4 CUTTING AND PATCHING CE 16A 2-10 ACCESS DOORS FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, PROVIDE ACCESS DOORS IN CEILINGS AND WALLS, WHERE INDICATED OR AND OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED EQUIPMENT THIS DIVISION. OBTAIN PERMISSION OF THE ENGINEER, OWNER, OR BOTH, INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER— BEFORE DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH TYPE LOCK, AND ANCHOR STRAPS. WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK D mo0ao UNDER THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. RATINGS IF APPLICABLE. C, (f) 16A 2-11 EQUIPMENT FURNISHED BY OTHERS 16A 2-5 ROUGH—IN PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH OTHER DIVISIONS. BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF CONCEAL ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE EQUIPMENT FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE INDICATED ON THE DRAWINGS. DRAWINGS, SPECIFIED HEREIN, OR BOTH. EQUIPMENT AND ACCESSORIES NOT lalmmm PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE SUCH ITEMS AS FLEXIBLE 16A 2-6 SUPPORT SYSTEMS CORDS AND PLUGS, AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. 1. STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA-3, FACTORY—FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 12—GAUGE, 1-5/8—INCH BE RESPONSIBLE FOR CORRECT ROUGH—IN DIMENSIONS, AND VERIFY THEM WITH BY 1-5/8—INCH; COOPER B—LINE, ERICO INTERNATIONAL CORPORATION, HILTI, INC., ENGINEER, OWNER'S REPRESENTATIVE, EQUIPMENT SUPPLIER, OR ALL THREE, POWER—STRUT, THOMAS & BETTS CORPORATION, UNISTRUT. PRIOR TO ROUGH—IN AND SERVICE INSTALLATIONS. FINISHES: 16A 2-12 CLEANING A. METALLIC COATINGS: HOT --DIP GALVANIZED AFTER FABRICATION AND APPLIED ACCORDING TO MFMA-3. IN ADDITION TO THE REQUIREMENTS OF DIVISION 1, REMOVE FROM THE PREMISES DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE ELECTRICAL B. NONMETALLIC COATINGS: MANUFACTURER'S STANDARD PVC, POLYURETHANE WORK, AS REQUIRED, TO PREVENT ACCUMULATION. COOPERATE IN MAINTAINING OR POLYESTER COATING APPLIED ACCORDING TO MFMA-3. REASONABLY CLEAN PREMISES AT ALL TIMES, IMMEDIATELY PRIOR TO FINAL INSPECTION, MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM THE C. PAINTED COATINGS: MANUFACTURER'S STANDARD PAINTED COATING APPLIED WORK. CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS DIVISION. ACCORDING TO MFMA-3. REMOVE DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER FROM ALL SURFACES. TOUCH UP AND RESTORE ALL DAMAGED FINISHES TO THEIR ORIGINAL D. STAINLESS STEEL: TYPE 304, PER ASTM A240. CONDITION. 2. ALUMINUM SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH 16A 2-13 ADJUSTING ALIGNING AND TESTING MFMA-3, TYPE 6063—T6, PER ASTM 8221; FACTORY—FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 12—GAUGE, 1-5/8—INCH BY 1-5/8—INCH; COOPER B—LINE, ERICO ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT INTERNATIONAL CORPORATION, HILTI, INC., POWER—STRUT, THOMAS & BETTS PROVIDED UNDER TFIIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY CORPORATION, UNISTRUT. OTHERS FOR INSTALLATION OR WIRING UNDER THIS DIVISION, FOR PROPER OPERATION. FIELD FABRICATION: TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, ATS (LATEST EDITION) AND ALL ADDITIONAL REQUIREMENTS SPECIFIED IN MAKE CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. FOLLOWING SECTIONS. FOR FIELD—CUT OR bAMAGED SURFACES OF COATED CHANNELS, DRESS CUT , MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS ENDS, DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G., FILE, READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER GRINDING STONE, OR SIMILAR) AND CLEANSER TO REMOVE OILS, RUST, SHARP INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED EDGES AND SHARDS. OR AS REQUIRED BY THE ENGINEER. FOR CHANNEL WITH A FACTORY—APPLIED COATING, RE—FINISH CUT EDGES WITH 16A 2-14 EQUIPMENT IDENTIFICATION A COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY THE MANUFACTURER (E.G., MANUFACTURER'S TOUCH—UP PAINT OR ZINC—RICH PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES: COLD -GALVANIZING COMPOUND, AS APPLICABLE). ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, SWITCHES IN 16A 2-7 PENETRATIONS DISTRIBUTION PANELBOARDS AND SWITCHBOARDS. COORDINATE SLEEVE SELECTION AND APPLICATION WITH SELECTION AND "THROUGH— WHERE INDICATED ON THE DRAWINGS. APPLICATION OF FIRE—STOPPING SPECIFIED IN DIVISION 7 SECTION PENETRATION FIRESTOP SYSTEMS." NAMEPLATES: , ROOFS: ENGRAVED, CONTRASTING COLOR, THREE—LAYER, LAMINATED PLASTIC INDICATING THE NAME OF THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED COORDINATE ALL ROOF PENETRATIONS WITH ENGINEER, OWNER, AND AS ON THE DRAWINGS AND IN THE SPECIFICATIONS: APPLICABLE, THE ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY. KEEP ALL RACEWAY PENETRATIONS WITHIN MECHANICAL EQUIPMENT CURBS FIELD—APPLIED PERMANENT EPDXY ADHESIVE, COMPATIBLE WITH "THE WHEREVER POSSIBLE. COORDINATE WITH DIVISION 15 WORK. EQUIPMENT FINISH. SELF—ADHERING, WITH A PERMANENT, WEATHERPROOF ADHESIVE. FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE ATTACHED WITH STAINLESS STEEL SCREWS AND HARDWARE. PRE—FABRICATED MOLDED SEALS COMPATIBLE WITH THE ROOF CONSTRUCTION INSTALLED, OR AS REQUIRED BY THE ENGINEER, OWNER, OR ROOFING ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE CONTRACTOR, ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. TERMINATION OF THE WORK AND SHALL NOT VOID ANY NEW OR EXISTING ROOF WARRANTIES. COLOR: BLACK BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER; RED BACKGROUND WITH WHITE LETTERS FOR EMERGENCY POWER. LETTER HEIGHT: WALLS AND FLOORS: 1/2—INCH MINIMUM. SLEEVES FOR RACEWAYS AND CABLES 16A 2-15 SYSTEM START UP 1. STEEL PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, GALVANIZED STEEL, PLAIN ENDS AND DRIP RINGS. PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS: 2. CAST—IRON PIPE SLEEVES: CAST OR FABRICATED "WALL PIPE," EQUIVALENT TO 1 • CHECK ALL COMPONENTS AND DEVICES. DUCTILE—IRON PRESSURE PIPE, WITH PLAIN ENDS AND INTEGRAL WATERSTOP, 2 LUBRICATE ITEMS ACCORDINGLY. UNLESS OTHERWISE INDICATED. SLEEVES FOR RECTANGULAR OPENINGS: GALVANIZED SHEET STEEL WITH 3. TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO MINIMUM 0.138 INCH THICKNESS AND OF WIDTH AND LENGTH TO SUIT MANUFACTURER'S PUBLISHED TORQUE—TIGHTENING VALUES. IF APPLICATION. MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 486B. 16A 2-8 FIRE—STOPPING THROUGH PENETRATIONS 4. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE WHEN FIRE—RESISTANT THROUGH PENETRATION SEALANTS: TWO—PART, FOAMED—IN— THE TRANSFORMER IS AT MINIMUM LOAD. — PLACE, SILICONE SEALANT FORMULATED FOR USE IN THROUGH PENETRATION FIRE—STOPPING AROUND CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS 5. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING THROUGH FIRE—RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. HAVE FIRE—RESISTANCE RATINGS INDICATED, AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH ASTM E 814, BY UNDERWRITERS' 6. REPLACE ALL BURNED—OUT LAMPS AND LAMPS USED FOR TEMPORARY LABORATORIES, INC., OR OTHER NRTL ACCEPTABLE TO AHJ. CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. ACCEPTABLE MANUFACTURERS: 7. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND HILTI, INC. MAKE FINAL ADJUSTMENTS AS NECESSARY. 3M CORP. 16A 3 EXISTING EQUIPMENT REUSE AND REMOVAL RECTORSEAL SPECIFY TECHNOLOGY INC. REMOVE ALL EXISTING WIRING, LIGHT FIXTURES, EXPOSED CONDUITS AND OTHER UNITED STATES GYPSUM COMPANY. ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK. SUBMITTALS SUBMIT PRODUCT DATA, MANUFACTURER'S SPECIFICATIONS AND TECHNICAL EXISTING RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF DATA FOR EACH MATERIAL INCLUDING THE COMPOSITION AND LIMITATIONS, FREE FROM CRACKS, FLATTENED SECTIONS OR SHARP BENDS; AND, IF SUITABLY DOCUMENTATION OF UL FIRESTOP SYSTEMS TO BE USED AND MANUFACTURER'S . LOCATED TO AVOID CONFLICTS WITH OTHER TRADES OR INSTALLATIONS. INSTALLATION INSTRUCTIONS TO COMPLY WITH DIVISION 1. CAREFULLY "FISH ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT TO MANUFACTURER'S ENGINEERING JUDGMENT IDENTIFICATION NUMBER AND REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWAB UNTIL ALL MOISTURE IS DRAWING DETAILS WHEN NO UL SYSTEM IS AVAILABLE FOR AN APPLICATION. REMOVED. ENGINEERING JUDGMENT SHALL INCLUDE BOTH PROJECT NAME AND CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL CONTRACTOR'S NAME WHO WILL INSTALL FIRESTOP SYSTEM AS DESCRIBED IN INSTALLATIONS, AND PATCH AND REPAIR ALL SURFACE DAMAGE RESULTING FROM DRAWINGS. THIS WORK. CUT FLUSH WITH THE FLOOR AND PLUG AT BOTH ENDS, RACEWAYS SUBMIT MATERIAL SAFETY DATA SHEETS PROVIDED WITH PRODUCT DELIVERED TO STUBBED ABOVE THE FLOOR AND NOT USED AT SUBSTANTIAL COMPLETION OF THE WORK. JOB—SITE, RELOCATE ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION '16A 2-9 CONCRETE BASES AT SUBSTANTIAL COMPLETION OF THE CONTRACT, IF REQUIRED, AS A RESULT OF PROVIDE CONCRETE BASES HOUSEKEEPING PADS) FOR EQUIPMENT WHERE WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED ,(E.G., INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. CONCRETE BASES IN THE DRAWINGS OR SPECIFICATIONS. SHALL HAVE CHAMFERED EDGES. SIZE OF BASE SHALL BE A MINIMUM OF 2 INCHES S AND FEEDER CONDUCTORS MAY BE EXISTING SERVICE ENTRANCE CONDUCTORS GREATER THAN TFIE FOOTPRINT OF THE EQUIPMENT THAT IT IS SUPPORTING. REUSED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: THE CONSTRUCT EQUIPMENT BASES OF A MINIMUM 28—DAY, 4000—PSI CONCRETE 1, CONDUCTOR SIZES MEET OR EXCEED THE SIZES SPECIFIED ON THE DRAWINGS. ` CONFORMING TO AMERICAN CONCRETE INSTITUTE STANDARD BUILDING CODE 1=0R REINFORCED CONCRETE (ACI 318-99) AND THE LATEST APPLICABLE 2. CONDUCTOR INSULATION IS IN GOOD OR BETTER CONDITION. RECOMMENDATIONS OF THE ACI STANDARD PRACTICE MANUAL. CONCRETE SHALL BE COMPOSED OF CEMENT CONFORMING TO ASTM C '150 TYPE I, 3, CONDUCTOR INSULATION IS THE CORRECT TYPE FOR THE CONDITIONS. AGGREGATE CONFORMING TO ASTM C33, AND POTABLE WATER. EXPOSED EXTERIOR CONCRETE SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT 4, END OF SECTION 16A UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE STRUCTURAL DRAWINGS, E UIPMENT BASES WITH NO 4 REINFORCING BARS CONFORMING TO REINFOR Q MESH CONFO MING TO ASTM ASTM A 615 OR 6X6 W2.9 X W2.9 WELDED WIRE R A185, PLACE REINFORCING BARS 24 INCHES ON CENTER WITH A MINIMUM OF TWO HENDERSON BARS EACH DIRECTION. F17A PROVIDE GALVANIZED ANCHOR BOLTS FOR EQUIPMENT PLACED ON CONCRETE 8325 LENEXA DRIVE BASES OR ON CONCRETE SLABS. ANCHOR BOLTS SIZE, NUMBER AND PLACEMENT LENEXA, KS 66214 SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. TEL 913 7425000 FAx 913 742 5001 www.hei-eng.com CONCRETE EQUIPMENT BASES SHALL HAVE A MINIMUM HEIGHT OF 4 INCHES AND 1150001258 SHALL BE POURED—IN—PLACE. Fl. CORPORATE NUMBER: E8 7606 EXPIRES 02/28/13 0IF'rAMl1.l00116i■C111�1i1 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.67'1.7452 F: 847.671 .4200 www.rgla.corn REVISIONS: DATE: LL & ULTA REVIEW 01124112 BID ISSUE 01124/12 PERMIT ISSUE 01/25112 Go 4-Lr_11- -_p 00 co 'S D mo0ao alm-9 CD �LQ- �� m oj CD E U CD — C, (f) 4m 40� CD 60 i LO CO N G E C�: LO O O - ',T N U ® U . -I~v — — (n J P`- ti E� a, - "o , a Go 4-Lr_11- -_p 00 co 'S D mo0ao alm-9 CD �LQ- �� m oj CD E U CD — C, (f) 4m 40� co lalmmm cm 1 ago cm A� > r, tl1 fel„ 111( >p 6 use I 11t �..4i v IF „ .. I �� w of R{ Y ,r ru f #• I llo , �, ,.,,01 THE ABOVE DRAWINGS AND 'I 'ECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REP RESENTED 111L"REBY ARE AND SHALL REMAIN THE PROPERIFY OF THIS OFFICE: AND NO PAI 'I` I HEREOF SHALL BE COPIED, DISCLOSED To O THERS OR USED IN THE CONNEC ('ION WITH ANY WORK OR PROJECT 011HER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WI THOU I"THE WRITTEN CONSENT OFTHISOFFICE. VISUAL CONTACT WITH IFIL E DRAWINGS OR SPECIFICATIONS SHALL CONS rl I U I L' CONCLUSIVE EVIDENCE OF ACCEP' fANCC OF IT (ESE RLSTRICTIONS. WRITTEN DIMENSIONS ON ITHESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTl'' ACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDI IONS ON THE JOB AND'IHIS OFFICE MUS 'FBE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY I HESE DRAWING S. SHOP UETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ©2011 RGLASOLUTIONS, INC. 02011 RODERT G. LYON G^ ASSOCIATES, INC. .V �rLTA L' I4 � ' ' ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 ■ 01111211 I - 1111.11' DRAWN BY JFAJEN CHECKED BY MEI JOB NUMBER 11104 SHEET NAME E-1.5 I"LLL..... IL SECTION 16B BASIC ELECTRICAL MATERIALS AND METHODS — REV o 101111. PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH 16B 1 METHODS SHARP, CLEAN-CUT THREADS. 16B 1-1 RACEWAYS WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION mM CONNECTORS. METALLIC CONDUIT AND TUBING: USE INSULATED, GROUNDING, OR COMBINATION, BUSHINGS WHEREVER ELECTRICAL METALLIC TUBING, COUPLINGS AND FITTINGS (EMT): ANSI C80.3, UL CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA 797. ONLY STEEL PRODUCTS ALLOWED. 70, OR BOTH, REDUCED WALL EMT IS NOT ALLOWED _5352_____ XGF20 Isolated Ground (IG) 161 1-4 .CONDUCTORS AND CABLES FLEXIBLE METAL CONDUIT (FMC): ZINC—COATED STEEL OR ALUMINUM, UL 1. 8300 -IG REDUCED -WALL FMC IS NOT ALLOWED CONDUCTOR MATERIAL: INTERMEDIATE METAL CONDUIT (IMC): HOT—DIP GALVANIZED RIGID STEEL CONDUIT: ANNEALED (SOFT) COPPER COMPLYING WITH ICEA S-95-658/NEMA WC70; ANSI 080.6, UL 1242, COMPACT STRANDED, ALUMINUM ALLOY (AA -8000 SERIES), COMPLYING WITH LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH ICER S-95-658/NEMA WC70; NO. 2. AWG OR LARGER ONLY. ALCAN STABILOY OR PVC JACKET: UL 360 APPROVED EQUIVALENT. RIGID METAL CONDUIT (RMC); HOT -DIP GALVANIZED RIGID STEEL CONDUIT (GRS): TERMINATIONS: TINNED, COMPRESSION TYPE ONLY; UL -LISTED ANSI C80.1, UL 6. FOR COPPER AND ALUMINUM CONDUCTORS AT 75 DEGREES C MINIMUM. RIGID ALUMINUM CONDUIT (RAC): ANSI 080.5, UL 6A. INCREASE THE RACEWAY SIZE AS REQUIRED, AT NO ADDITIONAL COST TO THE 1223-2 OWNER, TO ACCOMMODATE THE INCREASED SIZE OF THE ALUMINUM PLASTIC -COATED IMC, RMC, AND FITTINGS: NEMA RN 1, UL LISTED. CONDUCTORS. IMC AND RMC FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT TYPE AND ALUMINUM CONDUCTOR SIZE SHALL MEET OR EXCEED THE AMPERE MATERIAL, UL LISTED RATING OF THE SCHEDULED COPPER CONDUCTORS AT 75 DEGREES C. NON-METALLIC CONDUIT AND TUBING: OPTION APPLIES ONLY FOR FEEDERS OR SERVICES NO. 2 AWG AND LARGER (BASED ON. COPPER CONDUCTORS): RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC, 90 DEG C RATED, SERVICE ENTRANCE CONDUCTORS NEMA TC -2, UL 651; FITTINGS: NEMA TC 3, TC 6; UL 514, COMPATIBLE WITH FEEDERS TO SWITCHBOARDS CONDUIT/TUBING TYPE AND MATERIAL, UL LISTED. FEEDERS TO PANELBOARDS AS 153 FEEDERS TO TRANSFORMERS 161 1-2 RACEWAY. INSTALLATION 2095TRWR IW759 APPLY A ZINC BASED, ANTI -OXIDIZING COMPOUND TO CONNECTIONS. WHERE ABOVE GROUND USE ALUMINUM CONDUCTORS TERMINATE IN MAIN LUGS IN PANELBOARDS OR INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR SWITCHBOARDS, USE HYDRAULIC -COMPRESSION TYPE CONNECTORS WITH CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE A ZINC BASE, ANTI -OXIDIZING COMPOUND. USE COMPRESSION TOOLS OTHERWISE INDICATED. OF THE TYPE THAT WILL NOT RELEASE UNLESS THE CORRECT PRESSURE HAS BEEN APPLIED, PROVIDE GRS FOR ALL CONDUITS RUN EXPOSED TO WEATHER, OR EXPOSED TO OTHER HAZARDOUS CONDITIONS. MEASURE THE TEMPERATURE OF ALL ALUMINUM CONDUCTORS AT ALL SPLICES AND TERMINATIONS. MAKE EACH TEST UNDER TYPICAL BUILDING LOAD CONDI- ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE TIONS AFTER THE BUILDING IS OCCUPIED AND IN OPERATION FOR A MINIMUM OF COMPRESSION TYPE FITTINGS_ FOR EMT, WITH ALL FITTINGS UL LISTED FOR THE TWO WEEKS. REPLACE ALL JOINTS OR SPLICES INDICATING EXCESSIVE HEATING. ENVIRONMENT IN WHICH THEY ARE USED. TAKE MEASUREMENTS WITH A NON -CONTACT TYPE INFRARED THERMOMETER, UNDERGROUND USE WITH TARGET SIZE NOT EXCEEDING ONE INCH AT FIVE FEET AND AN ACCURACY PROVIDE GRS INSTALLED BELOW GRADE WITH A CORROSION RESISTANT BONDED- OF TWO PERCENT OR BETTER. SUBMIT THE METER SPECIFICATIONS AND PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90 -DEGREE CALIBRATION DATE WITH THE TEST RESULTS. ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE. CONDUCTOR INSULATION TYPES: 90 -DEGREE C -RATED, TYPE THHN/THWN-2 OR RNC CONDUIT MAY BE USED UNDERGROUND WHERE PERMITTED BY LOCAL CODE XHHW-2 COMPLYING WITH ICEA S-95-658/NEMA WC70. AND WHERE NOT SPECIFICALLY RESTRICTED BY THESE DOCUMENTS, WHEN USED, PROVIDE COATED GRS, AS SPECIFIED ABOVE, FOR ALL BENDS GREATER SIZES OF CONDUCTORS AND CABLES INDICATED OR SPECIFIED ARE IN AMERICAN THAN 30 DEGREES, INCLUDING THE 90 -DEGREE ELBOWS BELOW GRADE AND THE WIRE GAGE (AWG BROWN AND SHARPE). ENTIRE VERTICAL RISERS FOR TRANSITIONS FROM BELOW TO ABOVE GRADE OR ABOVE -SLAB. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER: STRANDED. EQUIPMENT CONNECTIONS USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ALL CONDUCTORS, NO. 10 AWG AND SMALLER: SOLID COPPER ANY DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. , USE LFMC WHERE EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, AND TO CONNECT ALL BRANCH CIRCUIT WIRING: NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR TO KITCHEN AND FOOD SERVICE EQUIPMENT. PROVIDE ALL FMC AND LFMC WITH SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE AN INSULATED BONDING CONDUCTOR. CONDUCTORS AND CONDUIT SIZED PER NFPA 70 AND BASED ON THE INDICATED BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE (OCPD) RATING AND USE ONLY METAL RACEWAYS FOR ALL POWER WIRING` FROM THE OUTPUT OF NUMBER OF POLES. WHERE NO CIRCUIT SIZE (I.E,, CONDUCTORS AND OCPD) IS VARIABLE FREQUENCY DRIVES TO THEIR RESPECTIVE MOTORS. INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE THREE NO. 12 AWG CONDUCTORS, IN 3/4 -INCH RACEWAY, AND A 20A CIRCUIT BREAKER. GENERAL RACEWAY INSTALLATION REQUIREMENTS INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING LINES. CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS FUNCTION, MINIMUM SIZE: NO, 14 AWG, UNLESS NOTED OTHERWISE. OF ALL OTHER WORK' ON THE PROJECT; TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. STRANDED FOR ALL FLEXIBLE CORDS AND CABLES, OR AS OTHERWISE INDICATED, INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A UNLESS INDICATED OTHERWISE, SPECIAL PURPOSE CONDUCTORS AND CABLES, MANNER THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE SUCH AS LOW VOLTAGE CONTROL AND SHIELDED INSTRUMENT WIRING, SHALL BE STRUCTURE. AS RECOMMENDED BY THE SYSTEM EQUIPMENT MANUFACTURER, EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY 'TYPE MC CABLE: 600V, UNJACKETED; ANSI E119 AND E814, UL STANDARDS 44 OR 83 IN A SLAB -ON -GRADE. LOCATE RACEWAY BELOW GRANULAR FILL BELOW SLABS- (AS APPLICABLE), AND 1569, NFPA 70 ARTICLE 330; ALUMINUM OR GALVANIZED ON --GRADE. STEEL INTERLOCKED ARMOR; THHN- OR XHHW-INSULATED CONDUCTORS; COLOR CODE: ICEA METHOD 1, WITH GREEN INSULATED GROUNDING CONDUCTOR INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBEROFBENDS AND NOT MORE 16B 1-5 INSTALLATION OF CONDUCTORS AND CABLES THAN THE EQUIVALENT OF FOUR 90 -DEGREE BENDS BETWEEN CONNECTIONS. USE MANUFACTURED ELBOWS FOR ALL 45- AND 90 -DEGREE BENDS, UNLESS INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES, EXCEPT WHERE APPROVED BY THE 'ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND SPECIFIED OR INDICATED, FOR LOW --VOLTAGE WIRING OR DIRECT -BURIED EVEN AND WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZING OR CABLES; OR, WHERE TYPE MC CABLE IS INDICATED, SPECIFIED AS ACCEPTABLE, ENAMEL. RADII OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER OR BOTH. THAN. THE CORRESPONDING TRADE ELBOW. SUPPORT ALL CONDUCTORS AND CABLES IN VERTICAL INSTALLATIONS, AS USE LONG RADIUS ELBOWS FOR ALL UNDERGROUND INSTALLATIONS, WHERE REQUIRED BY NFPA 70, BY INSTALLING CABLE SUPPORTS OR PLUG -TYPE CONDUIT NECESSARY OR INDICATED. RISER SUPPORTS, OR WIRE -MESH SAFETY GRIPS. SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS STEEL SUPPORTS AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING OR SPLICES, SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH STRUCTURE. HANG _SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL RING HANGERS. WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. CLAMP GROUPS OF ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. HORIZONTAL FEEDER RACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS: DESIGNED SECURELY CLAMP VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL FOR, PROPERLY SIZED . FOR, AND UL LISTED FOR THE SPECIFIC APPLICATION AND MEMBERS ATTACHED TO STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE VERTICAL FEEDERS WHERE REQUIRED, ADD RACEWAY SUPPORTS WITHIN 12 MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S INCHES OF ALL BENDS, ON BOTH SIDES OF THE BENDS. DO NOT SUPPORT RECOMMENDED TOOLS. RACEWAYS FROM SUSPENDED CEILING COMPONENTS. WHERE WIRING 15 INDICATED AS .INSTALLED, .BUT THE CONNECTION IS INDICATED REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM 3 - AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES FOOT "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER AS REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL THE BOX. RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLING CONDUCTORS WIRES. "HOME PROVIDE RACEWAYS OF AMPLE SIZE . FOR PULLING OF WIRE AND NOT SMALLER THE NUMBER OF CONDUCTORS IN A SPECIFIC RACEWAY RUN" IS INDICATED THAN: CODE REQUIREMENTS AND NOT LESS THAN 1/2 --INCH IN SIZE, UNLESS WITH CROSS LINES (TICK MARKS) ON EACH "CIRCUIT RUN" ON THE DRAWINGS IN INDICATED OTHERWISE ON DRAWINGS. GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE CONSTRUCTION. REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF LINE DESIGNATED PANELBOARD, AS THOUGH "CIRCUIT RUNS" WERE INDICATED IN AFTER ROUGHING -IN TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST THEIR ENTIRETY. TO THE OWNER. COMMON OR SHARED NEUTRALS ARE NOT ALLOWED UNLESS SHOWN ON THE ALIGN AND TRUE AND PLUMB ALL RACEWAY .TERMINATIONS: AT DRAWINGS TO BE USED OR SPECIFICALLY NOTED O BE ALLOWED. SALL PANELBGARDSSTWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION MULTI WIRE BRANCH CIRCUITS (I.E., SHARED NEUTRAL) SHALL BE PROVIDED WITH BOXES., A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS CONDUCTORS AT THE POINT THE BRANCH CIRCUIT ORIGINATES. MULTI -POLE THROUGH (IF EMBEDDED) OR ACROSS (IF EXPOSED) EXPANSION JOINTS. ALSO BREAKERS OR 3 SINGLE POLE BREAKERS WITH A HANDLE TIE ARE TWO EXAMPLES. WHEN USING 'RNC OR RAC IN EXPOSED ENVIRONMENTS INACCORDANCEWITH THE NEC AND EXPANSION/CONTRACTION PROPERTIES OF RNC OR RAC. WHEN MULTIPLE HOME RUNS ,ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING OF CONDUCTORS OR CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFPA 70: POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200 -LB TENSILE STRENGTH. LEAVE AT LEAST 24 INCHES OF SLACK AT EACH END OF PULL NORMAL OR NON-ESSENTIAL CIRCUITS. WIRE. MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY. FOR UP TO EIGHT MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE CONDUCTORS IN A RACEWAY, MINIMUM RACEWAY SIZE: 3/4 -INCH. 'RACEWAY ELECTRICAL CONTINUITY: MECHANICAL STRENGTH AND T FOR GREATER THAN EIGHT CONDUCTORS, ,MINIMUM SIZE: 1 -INCH. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. 16B 1-3 BUSHINGS AND LOCKNUTS THE MINIMUM .WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY:. N0. 10 AWG. RIGIDLY TERMINATE CONDUITS ENTERING SHEET METAL ENCLOSURES TO THE LOCKNUT ON THE INSIDE AND A LOCKNUT OR ONLY -15A AND 20A BRANCH CIRCUIT HOMERUNS `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rgla s®mions, mc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.ccm REVISIONS: DATE: oss 01/24/12 acper Wiring -Ty -evIce Simplex Receptacle Lubbell HBL 5,361 01/25/12 mM 5361 5891 5351 Duplex Receptacle _.5352AB GFCI Receptacle __ GF2U 5352 _5352. 2091 6898 6598 _5352_____ XGF20 Isolated Ground (IG) IG5362 IC6300 8300 -IG IG5362 Receptacle_.- — 420 21254 N/A -_ Double DuplexSBL 420 Single Pole Switch r Double Pole Swit ,r 1221B __.___PS 1222B 20�,C1_ PS 20AC2 _1221.._, 2 _- _ 222-2 2221— 2222 Three -wa Switch 12231 PS 20AC3 1223-2 2223 Four- Pilot Light Switch 12248 __.. HB1_1221 PL PS 20AC4- PS20ACl -RPL 1224-2 1221 -PLR 2224 2221 PL 1221-7PLR Key Switch -_ _ _ __ HBL1.221 L _PS20AC 1-L _. 9158 1221-2L 81500-3 2221E N/A Wall -box Dimmer AS 153 GFCI-WP/WR - GFR5362TR 2095TRWR IW759 TWRVG20 16B 1-11 SWITCH AND OUTLET COVER PLATES SWITCH AND OUTLET PLATES: SATIN STAINLESS STEEL AND COLORED, SMOOTH NYLON; BY THE SAME MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE, VERIFY DESIRED MATERIALS AND COLORS WITH ENGINEER BEFORE INSTALLATION. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES: STAMPED STEEL, CADMIUM PLATED. INSTALL GROUPS OF SWITCHES UNDER ONE GANGED- PLATE, USUALLY HORIZONTALLY; OR, WHERE REQUIRED BY DETAILS, VERTICALLY. SET ALL COVER PLATES PLUMB, PARALLEL, AND FINISHED FLUSH WITH THE WALL. 16B 1-12 WEATHERPROOF COVER PLATES PROVIDE GFCI RECEPTACLES FOR DESIGNATED WEATHERPROOF RECEPTACLES, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. FOR EXTERIOR UNATTENDED, WET LOCATIONS OR OTHER LOCATIONS AS INDICATED: IN -USE NEMA 3R RECESSED OR FLUSH MOUNT, UL -LABELED PLATES MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET STABILIZED POLYCARBONATE MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE GFCI IS FUNCTIONING. BACK BOX MUST BE SUITABLE FOR CONDUIT CONNECTING. COORDINATE BACK BOX WITH WALL DEPTH. INTERMATIC WP1000RC/HRC OR EQUAL. FOR ATTENDED WET OR DAMP LOCATIONS: WEATHERPROOF COVER PLATES, UL - LISTED FOR WET LOCATIONS WITH COVER(S) CLOSED; DIE-CAST ALUMINUM OR TYPE 302 STAINLESS STEEL; SINGLE -COVER FOR SWITCHES AND VERTICALLY MOUNTED RECEPTACLES; DOUBLE -COVER FOR HORIZONTALLY MOUNTED RECEPTACLES; SELF-CLOSING COVERS, COVER PLATES: BY THE SAME MANUFACTURER AS THE WIRING DEVICES; COMPLYING WITH NFPA 70 406.8 (A) OR (B) REQUIREMENTS FOR ATTENDED OR UNATTENDED USE AS APPLICABLE. rgla s®mions, mc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.ccm REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 BID ISSUE 01/24112 PERMIT ISSUE 01/25/12 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED "I HEREBY ARE AND SHALL REMAIN "IHE PROPERTY OF THIS OFFICE: AND NO PAI', F'I HEREOF SHALL BE COPIED, DISCLOSED'ro OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECr O'[HER THAN "IFIE SPECIFIC PROJEC I" FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF PHIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHAT CONST IT IT BE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRI'I'FEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONT RAC FORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONTI'IIONS ON THE JOB AND'I HIS OFFICE MUST BE NO "I IFIED OF ANY VARIATIONS FROM 'THE DIMENSIONS AND CONDITIONS SHOWN BY TTFsF DRAWINGS. SHOP DIETNLS MUST BC SUBMI"I'HED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. X02011 RGLASOLUTIONS, INC. C) 2011 ROBERT G. LYON & ASSOCIA FES, II10. DRAWN BY JFAJEN CHECKED BY HEI JOB NUMBER 11104 SHEET NAME E-1.6 f a a N N 0 a a w co0 a U _v w CD a 0 LL 0 ULQ) LQ co CD CDLO I I i I d I I i Imo. I 151 2 ELECTRICAL SERVICE AND GROUNDING 16B 2-1 ELECTRICAL SERVICE SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, AND OTHER REQUIREMENTS. PROVIDE, OR ARRANGE WITH THE SERVING UTILITY FOR INSTALLATION TO PROVIDE, A RECORDING VOLTMETER AT THE SERVICE POINT, ON THE FIRST DAY THE FACILITY IS OPEN FOR BUSINESS, FOR A 24—HOUR VOLTAGE TEST. IF VOLTAGE AND REGULATION ARE NOT WITHIN ACCEPTABLE LIMITS, ARRANGE WITH THE UTILITY FOR PROPER VOLTAGE, SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGE AND A COPY OF THE RECORDING VOLTMETER CHART. 16B 2-2 CONNECTION TO SERVING UTILITIES PROVIDE RACEWAYS, TERMINATIONS, METERING PROVISIONS, AND MISCELLANEOUS EQUIPMENT, AS REQUIRED, FOR ELECTRICAL AND TELEPHONE SERVICES FOR CONNECTION BY THE SERVING UTILITY, IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND OF THE SERVING UTILITY INVOLVED, VERIFY ALL SERVICE TERMINATIONS AND CONNECTION POINTS IN THE FIELD AND WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR COMPLETE UTILITY CONNECTION BUT NOT FURNISHED BY THE SERVING UTILITY. NOTIFY THE UTILITY COMPANIES INVOLVED WITHIN TWO WEEKS AFTER NOTICE TO PROCEED, OF ALL REQUIRED INFORMATION NECESSARY FOR THE UTILITY TO SUPPLY THE PROJECT WITHOUT DELAY. PAY ALL CHARGES OF THE SERVING UTILITY FOR THE ELECTRICAL SERVICE(S). 16B 2-3 GROUNDING PERMANENTLY AND EFFECTIVELY GROUND AND BOND THE ELECTRICAL INSTALLATION IN A THOROUGH AND EFFICIENT MANNER, AND IN CONFORMANCE, AT A MINIMUM, WITH NFPA 70, OR THESE DOCUMENTS; WHERE THEY EXCEED CODE REQUIREMENTS. USE BARE OR INSULATED CONDUCTORS, AS SPECIFIED HEREIN,.AND OTHER MATERIALS INDICATED ON THE DRAWINGS. 16B 3 DISTRIBUTION AND CONTROL EQUIPMENT 16B 3-1 CIRCUIT BREAKERS IN EXISTING PANELBOARDS PROVIDE NEW CIRCUIT BREAKERS, FOR INSTALLATION IN EXISTING PANELBOARDS, OF THE SAME MANUFACTURER, TYPE AND SHORT CIRCUIT CURRENT INTERRUPTING RATINGS AS THE EXISTING PANELBOARD CIRCUIT BREAKERS. WHEN THERE IS NOT ENOUGHROOM IN THE EQUIPMENT TO SHOW ALL THE LEGITIMATE SERIES RATED COMBINATIONS, REFERENCE A BULLETIN SUPPLIED WITH THE PANELBOARD, PER UL 67, SERIES RATINGS SHALL COVER ALL TRIP RATINGS OF INSTALLED FRAMES. 16B 3-2 DISCONNECT (SAFETY) SWITCHES DISCONNECT (SAFETY) SWITCHES: SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NON—FUSED (AS INDICATED ON DRAWINGS OR REQUIRED) NEMA KS1, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE—BLADE SAFETY SWITCHES; NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. BASED ON FUSIBLE SWITCH AND FUSE SIZES INDICATED, INCLUDE CLASS R, J, OR L FUSE PROVISIONS AS APPLICABLE. WHERE INDICATED, PROVIDE FUSIBLE SWITCHES PERMANENTLY LABELED AS SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT, WITH INTEGRAL AND SEPARATE NEUTRAL AND GROUND ASSEMBLIES, SUITABLE FOR THE SIZES OF CONDUCTORS INDICATED. DO NOT DOUBLE—LUG ANY TERMINATIONS NOT SPECIFICALLY LISTED AS SUITABLE FOR MORE THAN ONE CONDUCTOR. PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT ALL OTHER POINTS REQUIRED BY NFPA 70, AND WHERE INDICATED ON THE DRAWINGS. 16B 3-3 FUSES PROVIDE EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE WORK WITH BUSSMANN, FERRAZ SHAWMUT, OR LITTLEFUSE FUSES, SIZES AND TYPES AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600A: UL CLASS L, SIMILAR TO TYPE KRP—C BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT. MOTORS: UL CLASS RK5, BUSSMANN FUSETRON OR EQUAL. FUSES USED TO PROTECT ALL OTHER ELECTRICAL EQUIPMENT: UL CLASS RK1, DUAL ELEMENT, BUSSMANN LPS/LPN OR EQUAL. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. FURNISH THREE SPARE FUSES OF EACH SIZE AND TYPE USED ON1THE PROJECT (EXCEPT FOR MAIN SWITCH FUSES, FURNISH ONE SPARE), NEATLY CONTAINED IN A PROPERLY LABELED CABINET. 16B 4 LIGHT FIXTURES LAMPS AND BALLASTS 16B 4-1 LIGHT FIXTURE LOCATIONS LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO AVOID CONFLICTS, COORDINATE LIGHT FIXTURE LOCATIONS IN MECHANICAL ROOMS WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS, 16B 4-2 LIGHT FIXTURES LIGHT FIXTURES, PROVIDED BY OWNER, AS SCHEDULED ON DRAWINGS, INCLUDING ALL LAMPS, CONTRACTOR SHALL PROVIDE ALL NECESSARY ACCESSORIES, MATERIAL AND LABOR TO SECURELY HANG, CLEAN, AND MAKE LIGHT FIXTURES COMPLETELY READY FOR USE. LIGHT FIXTURE MODEL NUMBERS SCHEDULED ON THE DRAWINGS SHOW ONLY THE MANUFACTURER, GRADE AND STYLE OF LIGHT FIXTURES REQUIRED. PROVIDE: ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES; PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED; ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO SEISMIC REQUIREMENTS WHERE REQUIRED BY THE APPLICABLE BUILDING CODE. ONLY THOSE LUMINARIES LISTED IN THE LIGHT FIXTURE SCHEDULE, OR APPROVED IN ACCORDANCE WITH SUBSTITUTIONS OF THESE SPECIFICATIONS, WILL BE ACCEPTED. WHERE THE LIGHT 'FIXTURE SCHEDULE INDICATES AN ALLOWANCE FOR A SPECIFIC LIGHT FIXTURE, THE PRICE IS A CONTRACTOR PRICE. INCLUDE ALL ADDITIONAL COSTS FOR FREIGHT, LAMPS, AND INSTALLATION OF LIGHT FIXTURE AND LAMPS. SURFACE—MOUNT ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT SUSPENDED CEILINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PROVIDE RIGID METAL SPACERS FINISHED IN WHITE ENAMEL BETWEEN THE TOP OF EACH LIGHT FIXTURE AND THE CEILING ABOVE TO MAINTAIN A 1-1/2—INCH SPACE. SPACERS SHALL BE APPROVED BEFORE INSTALLATION. INSTALL FLUORESCENT LIGHT FIXTURES HUNG IN CONTINUOUS ROWS ON CHANNEL STRUTS SPECIFICALLY DESIGNED FOR THIS PURPOSE. INSTALL ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT CEILINGS' IMMEDIATELY BELOW THE ROOF—FRAMING MEMBERS, OR SUSPENDED FROM CHAIN HANGERS SUITABLE IN LENGTH TO PROVIDE THE INDICATED MOUNTING HEIGHT. HANGERS: "HYDEE" HANGER TYPE FOR OUTLET BOX MOUNTING, COMPLETE WITH GROUNDING RECEPTACLE, PLUG, 3 -WIRE CORD AND NECESSARY CHAIN. THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILINGS, IS NOT PERMITTED, CONNECT EACH LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS TO ALLOW FOR RELOCATING EACH LIGHT FIXTURE WITHIN A 5 -FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT EXCEEDING 6 FEET IN UNSUPPORTED LENGTHS. i, 16B 4-3 EMERGENCY (LIGHTING UNITS AND EXIT SIGNS DESCRIPTION: SELF—CONTAINED UNITS COMPLYING WITH UL 924. BATTERY: SEALED, MAINTENANCE -FREE, LEAD—ACID TYPE. THE BATTERIES SHALL BE OF SUITABLE RATING AND CAPACITY TO SUPPLY AND MAINTAIN AT NOT LESS THAN 87 1/ 2 PERCENT OF THE NOMINAL BATTERY VOLTAGE FOR THE TOTAL LAMP LOAD ASSOCIATED WITH THE UNIT FOR A PERIOD OF AT LEAST 1 1/ 2 HOURS, OR THE UNIT EQUIPMENT SHALL SUPPLY AND MAINTAIN NOT LESS THAN 60 PERCENT OF THE INITIAL EMERGENCY ILLUMINATION FOR A PERIOD OF AT LEAST 1 1/ 2 HOURS, CHARGER: FULLY AUTOMATIC, SOLID—STATE TYPE WITH SEALED TRANSFER RELAY. OPERATION: RELAY AUTOMATICALLY TURNS LAMP ON WHEN POWER SUPPLY CIRCUIT VOLTAGE DROPS TO 80 PERCENT OF NOMINAL VOLTAGE OR BELOW. LAMP AUTOMATICALLY DISCONNECTS FROM BATTERY WHEN VOLTAGE APPROACHES DEEP—DISCHARGE LEVEL. WHEN NORMAL VOLTAGE IS RESTORED,` RELAY DISCONNECTS LAMPS FROM BATTERY, AND BATTERY IS AUTOMATICALLY RECHARGED AND FLOATED ON CHARGER. TEST PUSH BUTTON: PUSH—TO—TEST TYPE, IN UNIT HOUSING, SIMULATES LOSS OF NORMAL POWER AND DEMONSTRATES UNIT OPERABILITY. LED INDICATOR LIGHT: 'INDICATES NORMAL POWER ON. NORMAL GLOW INDICATES TRICKLE CHARGE; BRIGHT GLOW INDICATES CHARGING AT END OF DISCHARGE CYCLE. INTEGRAL SELF—TEST: FACTORY—INSTALLED ELECTRONIC DEVICE AUTOMATICALLY INITIATES CODE—REQUIRED TEST OF UNIT EMERGENCY OPERATION AT REQUIRED' INTERVALS. TEST FAILURE IS ANNUNCIATED BY AN INTEGRAL .AUDIBLE ALARM AND FLASHING RED LED. 'I6B 4-4 LAMPS LAMPS PROVIDED BY OWNER, AS INDICATED ON THE DRAWINGS FOR ALL LIGHT FIXTURES; OR, IF NOT INDICATED, AS RECOMMENDED BY THE LIGHT FIXTURE MANUFACTURER. IN ALL CASES, LAMPS SHALL BE COMPATIBLE WITH THE SPECIFIED LIGHT FIXTURE. ACCEPTABLE LAMP MANUFACTURERS: GENERAL ELECTRIC, OSRAM/SYLVANIA, PHILIPS, OR VENTURE. ALL FLUORESCENT LAMPS SHALL BE MINIMUM OF 3500 DEGREES K, WITH A MINIMUM COLOR—RENDERING INDEX OF 70, UNLESS NOTED OR DIRECTED OTHERWISE, ALL FLUORESCENT LAMPS IN SALES AREAS SHALL BE 3000 DEGREES K WITH A COLOR—RENDERING INDEX OF 80. ALL METAL HALIDE LAMPS IN SALES AREAS SHALL BE COATED, 3000 DEGREES K WITH A COLOR—RENDERING INDEX OF 70. INCANDESCENT LAMPS: TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS; RATED 130V UNLESS OTHERWISE SCHEDULED OR SPECIFIED. 16B 4-5 BALLASTS FLUORESCENT BALLASTS: LOW HEAT TYPE; THERMALLY PROTECTED AGAINST OVERHEATING; ETL—CBM, CLASS P TO MEET ALL REQUIREMENTS OF SECTION 410- 73 (E) OF THE NFPA 70 AS A MINIMUM; COMPLY WITH THE NATIONAL BALLAST ENERGY LAW; 90—PERCENT POWER FACTOR OR GREATER; SOUND LEVELS NOT EXCEEDING CLASS A AMBIENT NOISE LEVELS. BALLASTS IN INDOOR LOCATIONS SHALL HAVE DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO THE LUMINAIRE. INDOOR FLUORESCENT BALLASTS: ELECTRONIC TYPE SUITABLE FOR OPERATION OF T8 LAMPS; TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT; FREQUENCY OF OPERATION OF 20 KHZ OR GREATER WITH NO VISIBLE FLICKER; LINE TRANSIENT WITHSTAND RATINGS AS DEFINED IN ANSI/IEEE C62.41, CATEGORY A; MANUFACTURERS: ADVANCE REL/VEL SERIES OR APPROVED EQUAL BY MAGNETEK, MOTOROLA, OR OSRAM. EXTERIOR AND LOW TEMPERATURE FLUORESCENT BALLASTS: SHALL BE ELECTRONIC TYPE SUITABLE FOR OPERATION OF F72T12/HO AND F96T12/HO LAMPS; SHALL HAVE A TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT; SHALL HAVE A FREQUENCY OF OPERATION OF 20 KHZ OR GREATER AND OPERATE WITH NO VISIBLE FLICKER; SHALL WITHSTAND LINE TRANSIENTS AS DEFINED IN ANSI/IEEE C62.41, CATEGORY A; SHALL HAVE A MINIMUM STARTING TEMPERATURE OF —20 DEGREES F; AND SHALL BE ADVANCE REL/VEL SERIES OR EQUAL OF. MAGNETEK OR MOTOROLA. EXTERIOR AND LOW TEMPERATURE FLUORESCENT BALLASTS: SHALL BE MAGNETIC TYPE SUITABLE FOR OPERATION OF T12 LAMPS; SHALL HAVE A MINIMUM STARTING TEMPERATURE OF 0 DEGREES F FOR RAPID START LAMPS AND A MINIMUM STARTING TEMPERATURE OF -20 DEGREES F FOR 800MA AND 1500MA LAMPS; AND SHALL BE ADVANCE REL SERIES OR EQUAL OF MAGNETEK. EMERGENCY FLUORESCENT BALLASTS: SHALL BE BODINE B50 OR IOTA 1-232 FOR FOUR -FOOT FLUORESCENT LAMPS; SHALL BE BODINE 1330 OR IOTA I-160 FOR EIGHT—FOOT FLUORESCENT LAMPS; OR AS NOTED ON THE FIXTURE SCHEDULE OR ELSEWHERE ON THE DRAWINGS, 16B 5 MISCELLANEOUS ELECTRICAL 16B 5-1 WIRING OF MECHANICAL EQUIPMENT PROVIDE ALL RACEWAYS AND POWER WIRING FOR ALL DIVISION 15 EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS, INCLUDING, BUT NOT LIMITED TO, PUMPS, WATER HEATERS, AND HVAC EQUIPMENT, AND ALL LINE—VOLTAGE CONTROL AND INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15, CONNECT PER MANUFACTURERS' WIRING DIAGRAMS. COORDINATE WITH DIVISION 15 FOR DISCONNECTS FURNISHED WITH EQUIPMENT, AND PROVIDE ALL DISCONNECT SWITCHES AS REQUIRED. AFTER INSTALLING WIRING, VERIFY THAT EACH MOTOR LOAD HAS THE CORRECT PHASE ROTATION. VERIFY THE ACTUAL "MAXIMUM OVERCURRENT PROTECTION" (MOCP) DEVICE RATINGS AND "MINIMUM, CIRCUIT AMPACITY" (MCA) CONDUCTOR SIZING FOR MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE. BASE ELECTRICAL INSTALLATIONS ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT FROM THE CONDUCTOR AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS; HOWEVER, IN NO CASE, REDUCE THE SIZE OF CONDUCTORS INDICATED ON THE DRAWINGS WITHOUT AUTHORIZATION FROM THE ENGINEER. PROVIDE PROPERLY SIZED ELECTRICAL WIRING AND EQUIPMENT WITHOUT EXTRA COST TO THE OWNER. NOTIFY THE ENGINEER OF ALL CHANGES REQUIRED IN THE ELECTRICAL INSTALLATION DUE TO EQUIPMENT VARIANCES SO THAT THE EFFECTS ON FEEDERS, BRANCH CIRCUITS, PANELBOARDS, FUSES AND CIRCUIT BREAKERS CAN BE CHECKED PRIOR TO PURCHASING AND INSTALLATION. BE RESPONSIBLE FOR COORDINATING WITH DIVISION 15 TO VERIFY THE ACTUAL AMPACITIES AND CORRECT SIZES OF ALL CONDUCTORS AND OVERCURRENT PROTECTIVE DEVICES FOR ALL EQUIPMENT, AND CORRECT OVERLOAD HEATERS FOR ALL MOTORS, WHEN STARTERS ARE PROVIDED UNDER DIVISION 16. 16B 5-2 WIRING OF THERMOSTATS TIME AND TEMPERATURE CONTROLS PROVIDE ALL RACEWAYS, POWER WIRING, AND LINF—VOLTAGE CONTROL AND INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15, FOR ALL THERMOSTATS, TEMPERATURE CONTROL DEVICES, AND CONTROLS, INCLUDING, BUT NOT LIMITED TO, NIGHT—STATS, WATER HEATER INTERLOCKS, TIME SWITCHES AND OVERRIDE TIMERS. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE CONTROL DIAGRAMS. LOW—VOLTAGE CONDUCTORS FOR THERMOSTATS AND TEMPERATURE CONTROL SYSTEM MAY BE RUN EXPOSED ABOVE FINISHED ACCESSIBLE CEILINGS, IF APPROVED AND LISTED FOR THIS PURPOSE, BUT SHALL BE INSTALLED IN CONDUIT WITHIN WALLS AND WHERE EXPOSED IN THE WORK AREAS. 16B 5-3 TELEPHONE` SYSTEM PROVISIONS PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BYTHE SERVING TELEPHONE COMPANY. PROVIDE 3/4 -INCH THICK PLYWOOD BOARD, FIRE—RETARDANT—TREATED AND STAMPED FRT, SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE AS INDICATED ON THE DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4 --INCH EMT STUB—UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16B 5-4 DATA SYSTEM PROVISIONS PROVIDE FLUSH MOUNTED DATA OUTLET BOXES WITH 3/4—INCH CONDUIT STUB—UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16B 5-5 SIGNALING SYSTEM PROVIDE A COMPLETE AND FUNCTIONING 24V SIGNALING SYSTEM FOR LOADING DOOR SIGNALS, AND OTHERS AS INDICATED ON THE DRAWINGS, LOW—VOLTAGE CONDUCTORS FOR SIGNALING SYSTEM MAY BE RUN EXPOSED ABOVE FINISHED CEILINGS, BUT SHALL BE INSTALLED IN CONDUIT WITHIN WALLS AND WHERE EXPOSED IN THE WORK AREAS. SIGNAL BELL UNITS SHALL BE 4—INCH, SINGLE—STROKE TYPE, EDWARDS SIGNALING & SECURITY SYSTEMS (EDWARDS) NO. 332-4G5, OR EQUAL, FOR 24V AC OPERATION, INSTALLED ON A STANDARD SINGLE—GANG BOX. TRANSFORMERS SHALL BE EDWARDS 590 SERIES, OR EQUAL„ HAVING ADEQUATE CAPACITY FOR THE CONNECTED LOAD, PLUS 10—PERCENT AT 24V AC, AND MOUNTED IN A STANDARD TWO—GANG BOX. EXTERIOR PUSH BUTTON SHALL BE EDWARDS NO. 1786—C WITH SOLID BRASS CAP, CUSTOMER SIGNAL UNITS SHALL CONSIST OF AN EDWARDS NO. 620—B PUSHBUTTON IN A 5/8—INCH ID CHROME PLATED PIPE OR CONDUIT WITH AN EDWARDS NO. C-75 "CADET" TWO—NOTE CHIME AND TRANSFORMER CONTAINED IN A WEATHERPROOF ENCLOSURE AS REQUIRED, AS LOCATED ON THE DRAWINGS. 16B 5-6 MISCELLANEOUS EQUIPMENT AND CONNECTIONS PROVIDE WIRING OF FIRE EXTINGUISHING SYSTEM FOR EXHAUST HOODS, INCLUDING, BUT NOT LIMITED TO, ELECTRICAL INTERLOCK OF AUTOMATIC FUEL SHUT—OFF VALVES AND/OR PROVISION OF SHUNT TRIP BREAKERS FOR SHUT—OFF OF ELECTRICAL EQUIPMENT UNDER HOODS. ALL WIRING AND CONNECTIONS FOR REFRIGERATED CASES AND BOXES, INCLUDING LIGHTING, SUPERSTRUCTURE LIGHTING, AND CONTROL CABLE AND WIRING AS REQUIRED BY REFRIGERATION WIRING DIAGRAMS. ALL WIRING AND CONNECTIONS TO ILLUMINATED CASES. ALL WIRING AND CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS, INCLUDING, BUT NOT LIMITED TO, BAKERY EQUIPMENT, DELI EQUIPMENT, MEAT ROOM EQUIPMENT, KITCHEN EQUIPMENT, CHECKSTAND AND SCANNERS, EXHAUST HOOD FIRE EXTINGUISHING SYSTEM, ETC. INSTALL SCAN SYSTEM ELECTRONIC COMMUNICATION CABLE IN UNDERFLOOR DUCT (CABLE PROVIDED BY OTHERS). ALL RACEWAYS, AND ALL WIRING AND CONNECTIONS OF DEVICES TO ENERGY MANAGEMENT SYSTEM THAT ARE NOT THE RESPONSIBILITY OF DIVISION 15, ALL WIRING AND CONNECTIONS OF EXIT DOOR ALARMS. r is stamu ons, inn. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMITISSUE 01/25/12 'THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE= PROPERTY OF THIS OFFICE:. AND NO PAR F'[HEREOF SHALL BE COPIED, DISCLOSED I'D U f HERS OR USED IN'I FIE CONNECTION WITH ANY WORK OR PROJECT 0FFR THAN'I HE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PRLPAPFD AND DEVELOPED WITHOUT THE- WRITTEN CONSENT OF 'I HISOFFICG. VISUALCONTACFWITH 'I HESE DRAWINGS OR SPECIFICATIONS SHALL CONS 1-1 f1_1 FE CONCLUSIVE EVIDENCE OF ACCEP FANCE OF THESE RCS I'RIC HONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECE=DE=NCE OVER SCALED DIMENSIONS: CONTRACTORS SHALE VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONE] HONS ON THC JOB AND'FFIIS OFFICE MUST BE NO HrIED OF ANY VARIATIONS FROM 'r FIE DIMENSIONS AND CONDITIONS SHOWN BY (HESE DRAWINGS. SHOP DETAILS MUST BE sum rr rFD I"O THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WIIH FABRICATION. (1)2091 RGLA SOLUTIONS, INC. © 2011 ROBERT G. LYON & ASSOCIATES, INC. 210111110 DRAWN BY JFAJEN CHECKED BY HEI JOB NUMBER 11104 SHEET NAME E-1,7 1. 1 '4 L_ ' L-pl' 'v' P� MCLAZ�E-1 M E CHA N I C AL S"N M B 0 L "S THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE LOTE*. NECESSARILY USED ON THE DRAWINGS. HVAC EQUIPMENT & DUCTWORK NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. L EXISTING DUCTWORK OR EQUIPMENT TO REMAIN -7// L - Ell Z/ TIM EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45* RECTANGLE -ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP J =ix I SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD -1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR OFD FIRE DAMPER 19 HUMIDITY SENSOR @ FIRE SMOKE DAMPER K9 CARBON DIOXIDE SENSOR SOD SMOKE DAMPER FTS1 TEMPERATURE SENSOR j VD VOLUME DAMPER 01 HUMIDISTAT MD MOTORIZED DAMPER OT THERMOSTAT gp BACKDRAFT DAMPER ABBREVIATIONS AFF ABOVE FINISHED FLOOR NC NOISE CRITERIA BAS BUILDING AUTOMATION SYSTEM CA OUTSIDE AIR BD BACKDRAFT DAMPER RA RETURN AIR CFM CUBIC FEET PER MINUTE SA SUPPLY AIR DDC DIRECT DIGITAL CONTROL SID SMOKE DUCT DETECTOR DX DIRECT EXPANSION TFA TO FLOOR ABOVE EA EXHAUST AIR TFB TO FLOOR BELOW FFA FROM FLOOR ABOVE TYP TYPICAL FFB FROM FLOOR BELOW UNO UNLESS NOTED OTHERWISE GPM GALLONS PER MINUTE W/ WITH IN WC INCHES OF WATER COLUMN WHO WITHOUT MAX MAXIMUM MBH 1000 BTU PER HOUR MC MECHANICAL CONTRACTOR MIN MINIMUM STANDARD MOUNTING HEIGHTS MECHANICAL (AFF, AFG, UNLESS NOTED OTHERWISE) THERMOSTATS (USER ADJUSTABLE) 48" SENSORS (CENTERLINE) 60 ANNOTATION 10 MECHANICAL PLAN CALLOUT /CU \ MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION GENERAL NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC, 4. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION DURING WORK, REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER. 5. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. 6. NEW MECHANICAL EQUIPMENT AND DUCTWORK ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 7. INSTALL DUCTWORK PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 8. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT AND DUCTWORK SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF. 9. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 10. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS -THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 11. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 12. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 13, BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED. 14. PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO TESTING, ADJUSTING AND BALANCING AND BEFORE TURNING SYSTEM(S) OVER TO OWNER. PLAN NOTES: O PROVIDE '18"x18" EXHAUST DUCT UP TO EXISTING EXHAUST FAN [F-) ON ROOF. TRANSITION EXHAUST DUCT AS REQUIRED TO CONNECT TO FAN BASE. EXISTING ROOFTOP UNIT CONDENSATE DRAIN PIPING TO REMAIN, EXISTING ROOFTOP UNIT. DURING CONSTRUCTION PROVIDE SCREENS ON RETURN AIR DUCT OPENINGS AND REPLACE AIR FILTERS EVERY ONE TO TWO WEEKS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER TO EMS DRAWINGS FOR TEMPERATURE SENSOR, COORDINATE INSTALLATION OF EQUIPMENT, DUCTWORK AND PIPING WITH ALL TRADES. DO NOT ROUTE DUCTWORK OR PIPING OVER ELECTRICAL PANELS. 60 REFER TO EMS DRAWINGS FOR TEMPERATURE SENSOR. PROVIDE SENSOR WITH INSULATED BACKING. O ROOFTOP UNIT PRODIGY BOARD SHALL BE USED FOR TEMPORARY CONTROL DURING CONSTRUCTION ONLY. O ROUTE 4"0 DRYER VENT AS SHOWN WITH INLINE FAN. OFFSET VENT AS REQUIRED TO AVOID STRUCTURE. CONNECT TO EXISTING 4"0 DRYER VENT THROUGH ROOF. VERIFY EXACT LOCATION OF EXISTING VENT THROUGH ROOF PRIOR TO BID. ELECTRICAL CONTRACTOR SHALL WIRE EXHAUST FAN TO PANEL B. FAN SHALL BE CONTROLLED BY PANEL B'S TIME CLOCK AND OPERATE DURING OCCUPIED HOURS. IRD,UCTS':, VERIFY SMOKE PON IJETF&IbN OF SMOKE' 11 PROVIDE FANTECH LINT TRAP MODEL DBLT4 INLINE WITH DRYER VENT. INSTALL LINT TRAP TO ALLOW FOR CLEAR AND EASY ACCESS. ENERGY MANAGEMENT SYSTEM MANUFACTURED BY C&C BUILDING AUTOMATION COMPANY, INC. REFER TO EMS DRAWINGS FOR COMPLETE INFORMATION REGARDING EQUIPMENT, CONTRACTOR PURCHASING INSTALLATION RESPONSIBILITIES AND CONTACT INFORMATION. , rgia sollutions, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgia.com REVISIONS: DATE: LL & U LTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIf ISSUE 01/25/12 JOB NUMBER 11104 SHEET NAME M-1.1 I HE ABOVE DRAWINGS AND SPLCIFFCA I IONS AND IDEAS, DESIGNS AND ARRANGEMENTS RLI RESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PAR'F'I HEREOF SHALL BE COPIED, DISCLOSED TO 0 ITIEFIS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT 0 THER 1HAN [FIE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRI T.TEN CONSENT OF THISOFFICE. VISUAL CONFACI-WITH THESE DRAWINGS OR SPECIFICA I -IONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE Or ACCEPTANCE OFI FIESE RESTRICTIONS. WRI I I EN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON FIFIE JOB AND THIS OFF CE MUS FBE NO FIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST OF SUUMI I FED 10 1 HIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 10201 j RGLA SOLUTIONS, INC. 20 RORER FG, LYON & ASSOCIATES, INC. DRAWN BY JCm CHECKED BY HEI JOB NUMBER 11104 SHEET NAME M-1.1 I III I I I I I I i I ' 4 I I r .�_....�.�:_._......-..._- ..��wll..,' r O O F t *` i■ UNIT I fd ''. I YsD#, i 1 (ELECTRIC HEAT) AI„ EXISTING - MARK I1N-..y MARK MANUFACTURER MODEL SUPPLY FAN COOLING COIL HEATING COIL MIN. 0/A CFM MCA MOCP V/PH NOTES CFM ESP (IN) MIN HP NOM. TONS TH (MBH) SH (MBH) EAT (DB/WB) NOM: INPUT (KW) MIN. NO. STAGES RTU -1 LENNOX LCH120H 3,200 0.75 3.0 10 124.4 89.6 80/67 30 2 745 53 60 460/3 A - F RTU -2 LENNOX LCH'156H 4,160 0,75 5.0 13 156.5 117.4 80/67 30 2 960 58 60 460/3 A - F RTU -3 LENNOX LCH120H 3,200 0.75 3.0 10 124.4 89.6 80/67 30 2 745 53 60 460/3 A - F RTU -4 LENNOX LCH060H 1,650 0.75 1.0 5 63.2 46.8 80/67 15 1 205 29 30 460/3 A - F NOTES: A. 100% OUTDOOR AIR ENTHALPY ECONOMIZER IS EXISTING. B. POWER EXHAUST IS EXISTING. C. SMOKE DETECTOR IN SUPPLY AND RETURN DUCT IS EXISTING, VERIFY UNIT IS IN WORKING ORDER. D. REMOTE TEMPERATURE SENSOR AND PRODIGY BOARD ARE FURNISHED BY THE LANDLORD. E. BACNET CONTROL BOARD IS EXISTING. F. MECHANICAL CONTRACTOR SHALL REPLACE BELTS AND PULLEYS AS REQUIRED TO ACHIEVE DESIGN AIRFLOW. INSPECT AND TEST OPERATION OF ALL SYSTEM COMPONENTS AND REPORT DEFICIENCIES TO GENERAL CONTRACTOR. GRILLE, IiR;i 6 _ REGISTER aImo+ II DIFFUSER .I R SCHEDULE MARK MANUFACTURER MODEL FACE TYPE MOUNTING LOCATION FACE SIZE (IN) MAX. PRESS. DROP (IN. W. C,) NOTES SD -1 TITUS PAS -AA PERFORATED CEILING 24 x 24 0.1 A, B, C, D, E, F SD -2 TITUS PAS -AA PERFORATED CEILING 20 x 20 0.1 A, B, C, D, E, F RG -1 TITUS PAR -AA PERFORATED CEILING 24 x 24 0.1 A, D, F, G, H RG -2 TITUS PAR -AA PERFORATED CEILING 24 x '12 0.1 A, D, F, G, H EG -1 TITUS PAR -AA PERFORATED CEILING 24 x 24 0.1 A, D, F, G, H EG -2 TITUS PAR -AA PERFORATED CEILING 12 x 12 0.1 A, D, F, G, H NOTES: A. NECK SIZE SHOWN ON DRAWINGS. B. 4 -WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS. C. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS OTHERWISE SHOWN ON DRAWINGS, D. PROVIDE FACTORY FINISH TO MATCH ADJACENT CEILING COLOR. E. PROVIDE NECK FOR DUCT CONNECTION. F. FRAME TYPE TO MATCH CEILING CONSTRUCTION, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. G. PROVIDE WITH NECK FLANGE FOR DUCT CONNECTION AND 1/4 TURN FASTENERS FOR REMOVAL AND CLEANING, FILTER NOT REQUIRED. H. PROVIDE WITHOUT DIRECTIONAL PATTERN CONTROLLERS. AS CHEDULE MARK SERVICE (EA,', RA, SA) MANUFACTURER MOUNTING MODEL CFM ESP (IN) MIN. HP V/PH NOTES EF -1 (EXISTING) EXHAUST COOK ROOF ACEB 165C513 2300 0.5 1/2 120/1 A EF -2 (NEW) EXHAUST FANTECH INLINE DBF4XL 150 0.2 83 WATTS 120/1 B, C NOTES: A. MECHANICAL CONTRACTOR SHALL BALANCE EXISTING FAN TO SCHEDULED 'AIRFLOW. B. MOUNT FAN WITH FACTORY PROVIDED MOUNTING BRACKET IN ACCESSIBLE LOCATION AND CONNECT TO DRYER VENT WITH FC MOUNTING CLAMPS. C. PROVIDE WITH FACTORY MOUNTED POSITIVE PRESSURE SENSING SWITCH MOUNTED IN VERTICAL PORTION OF DRYER VENT_ AIR BALANCE SCHEDULE EXHAUST EQUIPMENT AREA/EQUIPMENT SERVED LL & ULTA REVIEW EXHAUST (CFM) TOTALS (CFM) EF --1 SALON/RESTROQMS 01/24/12 2,300 MAKEUP AIR EQUIPMENT AREA/EQUIPMENT SERVED SUPPLY AIR (CFM) 150 EF -2 DRYER LL & ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMrrISSUE MAKEUP AIR EQUIPMENT AREA/EQUIPMENT SERVED SUPPLY AIR (CFM) DESIGN OA (CFM) PERCENT OA/SA RTU -1 SALES 3,200 745 23.3% RTU -2 SALES 4,160 960 23.1% RTU -3 SALES 3,200 745 23.3% RTU -4 BACK OF HOUSE 1,650 205 12.4% TOTAL AIRFLOW 12,210 2,655 21:7% TOTAL POSITIVE AIR PERCENT POSITIVE FLOW AIR FLOW 2,450 2,655 205 7.7% METAL BAND OVER INSULATION (TYPICAL) HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED, WITH VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION INSULATED DUCT CEILING NOTES: 1, EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXCEED 5-0". PROVIDE RIGID 90° ELBOW WHERE REQUIRED TO KEEP FLEXIBLE DUCT WITHIN 5'-0" LENGTH LIMITATION. CONNECT TO 4" LANDLORD VENT THRU ROOF DRYER VENT FAN EXISTING TO REMAIN _ , IEXISTING I ROOFTOP HVAC UNIT RETURN AIR DUCT NO SCALE s DUCTWORK I i� T j`1,r � '�` f�� i �I �� p rgia solutions, inn. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgia.com REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMrrISSUE 01/25/12 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND AI F ANUL'ML"N IS REPRESENTED THEREBY APE AND SHALL REMAIN THE PROPER OF THIS OFFICE: AND NO PARF IHEREOF SFIALL BE COPIED, DISCLOSED TOO HHERS OR USED IN I HE CONNLCI-ION WITH ANY WORK OR PROJECT 0 HAER'I'HAN I IE SPECIFIC PROJEC F FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WIH-IOUI THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACF WITH TIIESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON'I HESE DRAWINGS SHALL hIAVE PRECEDENCE OVER SCALED DIMENSIONS: CON TRACFORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDI HORS ON THE JOB AND THIS OFFICE mus F BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDI-LIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUUMI I FFD TO 'HIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. ©2011 RGLA SOLUTIONS, INC. ©2011 ROBERT G. LYON & ASSOCIA IES, INC. Mmumommam- AND SCHEDULES DRAWN BY JCM CHECKED BY HEI ,JOB NUMBER 11104 SHEET NAME M-1.2 �.,. w v.... ....�..,,...:. �. I W,..;._u.�.w.�..,,.�a:.....I..l,_.._I-���.L._.TIL:�tiL.�w.,;:.v,.LILJ._.:.._.�..__._ ..: �... � _... __._. _ .:IL...�,.�.-J_,._.-. -----_ 1—_-�. III I.L...,.;.:.:�: �._-�.: _�: _�....._ _ __..._..._-- .__...,,, .may-._L:.:;.1;._I..-1 L -1.1 _ � �_..1._..._�.,�....�....L.�a.,.,.1.w.1�,�.... s 1.w.J.�....,..._. (... _J1�.. , ��:.w�or" - K_._.,..�:,�..w--_ _- �, • a.�.,l...,� ww.�4,:,a,.L.L-,. Y 15Aa Heating, Ventilating_, and Air Conditioning: 15A 1 - GENERAL INSTRUCTIONS 15A 1-1 -GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO 'REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES; AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. i THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALLBE PROVIDED AS IF DESCRIBED ,IN. BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 15A 1-2 DEFINITIONS S "SUPPLY' AND DELIVER TO THE PROJECT SITE FURNISH: THE TERM. "FURNISH" IS USED TO MEAN E M , READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS. INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING; CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS," PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE:" FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION,, INCLUDING ITEMS INCIDENTAL TO THE WORK, ,INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED' UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE _ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15A 1-3 PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15A 1-4 MATERIAL AND WORKMANSHIP PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED iN THE SPECIFICATIONS OR SHIOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE TIIE" REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN 'PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15A 1-5 COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTSOFTHE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE 'SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION_ OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES` AND OPENINGS ARE REQUIRED. KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS, CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS O,R SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15A 1-6 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL ,CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY ,THE NATIONAL FIRE PROTECTION ASSOCIATION (NEPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASME , AMERICAN SOCIETY OF HEATING, REFRIGERATION,' AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE '(ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHIERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HIEREIN' DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 15A 1-7 PROTECTION OF EQUIPMENT AND MATERIALS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, 'DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY I CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING; EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK; PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 15A 1-8 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. THE TERMS "APPROVED", "APPROVED EQUAL.", OR ".EQUAL", REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15A 1-9 OPERATION AND MAINTENANCE MANUALS SUBMIT TWO OPERATION AND 'MAINTENANCE MANUALS BOUND IN 8-1/2" X 11„ PAGE BINDER, TITLED "OPERATION AND MAINTENANCE MANUAL.” SUBDIVIDE BINDER CONTENTS WITH PAGE DIVIDERS BY SYSTEM AND EQUIPMENT. INCLUDE ALL SHOP DRAWINGS, TEST AND BALANCE REPORTS AND WARRANTIES. SUBMISSION OF THESE DOCUMENTS SHALL BE A REQUIREMENT FOR FINAL PAYMENT. i1.7imimto=owl[d1,Lt#Llmlo,L7.k1yi91►[maIlop IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR CD-ROM DISK, AS 'DESIRED, FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND `115 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. ii6lyiwmif VAII *Ll=vil,Lllo FURNISH TO OWNER, WITH RECEIPT, THE. FOLLOWING SPARE PARTS FOR THE EQUIPMENT FURNISHED FOR THIS PROJECT: A. ONE SET OF SPARE FILTERS OF EACH TYPE REQUIRED FOR EACH UNIT. IN ADDITION TO THE SPARE SET OF FILTERS, INSTALL NEW FILTERS PRIOR TO TESTING, ADJUSTING, AND BALANCING WORK AND BEFORE TURNING SYSTEM OVER TO OWNER. B. FURNISH ONE COMPLETE SET OF BELTS FOR EACH FAN. C. FURNISH THREE OPERATING KEYS FOR EACH TYPE OF AIR OUTLET AND INLET THAT REQUIRE THEM. 15A 1-12 WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY 1N THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL, MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM TFIE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15A 1-13 CUTTING AND PATCHING PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT, CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT, 15A 1-14 STRUCTURAL STEEL STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT, DUCTWORK AND PIPING SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36, SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT SUPPORT MECHANICAL COMPONENTS FROM CEILINGS, OTHER MECHANICAL OR rELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 15A 1-15 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCQR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. 15A 1-16 PENETRATIONS SEAL MECHANICAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. SEAL AROUND MECHANICAL PENETRATIONS WITH 3M CP -25 FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES 15A 1-17 AIR FILTERS PROVIDE FARR 30/30 PLEATED, THROWAWAY TYPE FILTERS, UNLESS OTHERWISE INDICATED, AIR UNITS SHALL HAVE NEW FILTERS INSTALLED WHEN THEY ARE OPERATED BEFORE FINAL ACCEPTANCE. FILTERS SHALL BE MANUFACTURED BY AMERICAN AIR FILTER, FARR, FLANDERS, OR APPROVED EQUAL. IF HVAC EQUIPMENT IS USED DURING THE CONSTRUCTION PERIOD, CONTRACTOR SHALL PROVIDE ONE SET OF FILTERS WHEN THE UNIT IS STARTED AND REPLACE FILTERS EVERY ONE TO TWO WEEKS. ON THE DAY OF SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN THE UNIT AND PROVIDE A NEW SET OF FILTERS IN THE UNIT. 15A 1-18 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR ' PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15A 1-19 TESTING AND BALANCING FINAL SYSTEM TESTING, BALANCING AND ADJUSTMENTS SHALL BE PERFORMED BY A CONTRACTOR CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) OR ASSOCIATED AIR BALANCE COUNCIL (AABC). AS AN OPTION, IF NONE EXIST LOCALLY, CONTACT CEPRO, INC.(MICHAEL KOSINSKI P:847.636.7710). SUBMIT EVIDENCE THAT THE PERSONNEL PERFORMING THE BALANCING OF THE PROJECT SYSTEMS ARE CERTIFIED FOR REVIEW BY THE OWNER PRIOR TO WORK. THE BALANCING CONTRACTOR SHALL BE COMPLETELY INDEPENDENT OF THE INSTALLING CONTRACTOR. ANY FORM OF ASSOCIATION IS UNACCEPTABLE. DOCUMENTED PROOF OF INDEPENDENCE BY THE BALANCING CONTRACTOR IS REQUIRED AND SHALL BE SUBMITTED TO OWNER PRIOR TO START OF BALANCING WORK. DURING SUBSTANTIAL COMPLETION INSPECTION, A PERCENTAGE (NOT MORE THAN 5% OF THE RECORDED DATA) WILL BE SUBJECT TO VERIFICATION BY THE OWNER. CONTRACTOR SHALL TAKE INSTRUMENT READINGS AS REQUIRED. SUBMITTALS: THE HVAC CONTRACTOR SHALL BE PRESENT FOR TESTING AND BALANCING -TO VERIFY ACCESSIBILITY TO ALL DEVICES. VERIFY ALL OPERATING SEQUENCES AND INSTALL NEW FILTERS 1N ALL UNITS JUST PRIOR TO TESTING AND BALANCING. HVAC CONTRACTOR SHALL INSTALL A NEW SET OF FILTERS AFTER PROJECT 1S COMPLETE. 2. SUBMIT COVER SHEET WITH PROJECT IDENTIFICATION INCLUDING STORE NUMBER, FULL ADDRESS/LOCATION, ARCHITECT, ENGINEER, CONTRACTOR AND DATE OF AIR BALANCE/REPORT COMPLETIONS. 3, SUBMIT INFORMATION ON COMPANY/PERSON PERFORMING AIR BALANCE INCLUDING NAME OF COMPANY AND NAME OF TECHNICIAN, FULL ADDRESS/CONTACT INFORMATION AND AABS/NTBS CERTIFICATION NUMBER. 4. SUBMIT DATA SHEET ON EACH ITEM OF BALANCING EQUIPMENT AS REQUIRED FOR OWNER REVIEW, INCLUDE NAME OF DEVICE, MANUFACTURER'S NAME, MODEL NUMBER, LATEST DATE OF CALIBRATION AND CORRECTION FACTORS. 5, SUBMIT A REPORT CONTAINING ALL DATA AND OTHER RELATED INFORMATION RECORDED DURING BALANCING PLACED ON APPROPRIATE FORMS FOR OWNER REVIEW. REPORTS SHALL CERTIFY THAT THE METHODS USED AND RESULTS ACHIEVED ARE AS SPECIFIED. INCLUDE A SUMMERY OF ISSUES FOUND DURING AIR BALANCE AND THEIR RESOLUTION. 6. REPORT SHALL BE COMPLETED AND TURNED OVER TO GENERAL CONTRACTOR'S CONSTRUCTION MANAGER ONE WEEK PRIOR TO MERCHANDISING DATE. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH THE GENERAL CONTRACTOR TO ALLOW ADEQUATE TIME FOR TEST AND BALANCE CONTRACTOR TO COMPLETE THEIR WORK. 7. SUBMIT (2) COPIES OF REPORT TO OWNER FOR REVIEW. 8. THE HVAC CONTRACTOR SHALL COMPLETE THE TEST AND BALANCE REVIEW START-UP VERIFICATION CHECKLIST ON THIS SHEET AND FAX A COPY AS NOTED TO THE TEST AND BALANCE CONTRACTOR. A COPY SHALL ALSO BE PROVIDED TO THE GENERAL CONTRACTOR SUPERINTENDENT AT THIS TIME. IF ALL SYSTEMS ARE NOT OPERATIONAL AT TIME OF BALANCING IT SHALL BE THE HVAC CONTRACTOR'S RESPONSIBILITY TO PAY ALL COSTS ASSOCIATED WITH THE ADDITIONAL TESTING AND BALANCING INCLUDING ALL LABOR, TRAVEL EXPENSES, MEALS, HOTEL COSTS, ETC., INCURRED BY TEST AND BALANCE CONTRACTOR. AIR SYSTEM BALANCING REQUIREMENTS 1, PRELIMINARY: A. IDENTIFY AND LIST SIZE, TYPE AND MANUFACTURER OF ALL EQUIPMENT TO BE TESTED INCLUDING TERMINALS. CHECK ALL SYSTEM COMPONENTS FOR PROPER INSTALLATION AND OPERATION. B. VERIFY ALL FANS AND MOTORS FOR PROPER ROTATION. C. USE MANUFAC"IURER'S' RATINGS FOR ALL EQUIPMENT TO MAKE REQUIRED CALCULATIONS, EXCEPT WHERE FIELD TEST SHOWS RATING TO BE IMPRACTICAL. D, VERIFY THAT ALL INSTRUMENTS ARE ACCURATELY CALIBRATED AND MAINTAINED. E. INSTALL CLEAN FILTERS. F. SIMULATE WET COOLING COIL WITH BAFFLES. 2. CENTRAL SYSTEM: A. RECORD HVAC UNIT IDENTIFICATION TAG (E.G. RTU -1, EF -1), MANUFACTURER, MODEL NUMBER, SERIAL NUMBER AND UNIT VOLTAGE. B. RECORD AIR FILTER QUANTITY, SIZE AND CONDITION (E.G. CLEAN, DIRTY). C. ADJUST AND RECORD SUPPLY, RETURN AND EXHAUST FANS RPM TO DESIGN REQUIREMENTS WITHIN LIMITS OF MECHANICAL EQUIPMENT PROVIDED. D. TEST AND RECORD SUPPLY MOTOR VOLTAGE AND RUNNING AMPERES INCLUDING MOTOR NAMEPLATE DATA AND STARTER HEATER RATINGS. RECORD SUPPLY FAN DRIVE INFORMATION INCLUDING DRIVE (MOTOR SHAFT) PULLEY DIAMETER (DIAMETER OF ADJUSTABLE PULLEY IN CONTACT WITH DRIVE BELT IF APPLICABLE), DRIVEN (FAN SHAFT) PULLEY DIAMETER, DRIVEN PULLEY RPM AND DRIVE BELT SIZE AND QUANTITY. E. MAKE PITOT TUBE TRAVERSE OF MAIN SUPPLY, EXHAUST AND RETURN DUCTS. DETERMINE AND RECORD CFM AT FANS AND ADJUST FANS TO DESIGN SUPPLY CFM WITHIN +/- 5% TOLERANCE. F. RECORD SYSTEM STATIC PRESSURE, SUCTION AND DISCHARGE, G. ADJUST SYSTEM FOR DESIGN OUTSIDE AIR CFM. SEE SCHEDULES. PROVIDE VERIFICATION THAT ECONOMIZER OR OUTSIDE AIR DAMPER OPERATES PROPERLY INCLUDING DESIGN AND ACTUAL SUPPLY AIR CFM QUANTITIES, DESIGN AND ACTUAL RETURN AIR CFM QUANTITIES AND DESIGN AND ACTUAL OUTSIDE AIR CFM QUANTITIES. H. ADJUST SYSTEM FOR DESIGN RECIRCULATED AIR CFM. I. PROVIDE VERIFICATION THAT COMPRESSORS, CONDENSER FANS AND HEATING SECTIONS FUNCTION PROPERLY INCLUDE PRESSURE DROP ACROSS EVAPORATOR COIL. J RECORD HEATING APPARATUS ENTERING AIR TEMPERATURES, DRY BULB IN DEGREE F. K. RECORD COOLING APPARATUS ENTERING AIR TEMPERATURES, DRY BULB AND WET BULB IN DEGREE F. L. RECORD HEATING APPARATUS LEAVING AIR TEMPERATURES, DRY BULB IN DEGREE F. M. RECORD COOLING APPARATUS LEAVING AIR TEMPERATURES, DRY BULB AND WET BULB IN DEGREE F. N. PROVIDE VERIFICATION RTU POWER EXHAUST FAN OPERATES PER THE SEQUENCE OF OPERATIONS. POWER EXHAUST FAN SHALL BE ENERGIZED WHEN ECONOMIZER DAMPER POSITION REACHES 75% OPEN. 3, DISTRIBUTION: A. ADJUST ZONES OR BRANCH DUCTS TO DESIGN CFM. B. VERIFY ALL JOINTS IN DUCTWORK ARE SEALED OR HARD CAST. REPORT DEFICIENCIES TO ARCHITECT C. VERIFY DUCTWORK IS PROPERLY INSULATED, REPORT DEFICIENCIES TO ARCHITECT. 4, EXHAUST FANS: A. RECORD FAN IDENTIFICATION TAG (E.G. EF -1), MANUFACTURER, MODEL NUMBER, SERIAL NUMBER, FAN TYPE (E.G. CENTRIFUGAL) AND UNIT VOLTAGE. B, TEST AND RECORD FAN MOTOR VOLTAGE AND RUNNING AMPERES INCLUDING MOTOR NAMEPLATE DATA. RECORD EXHAUST FAN DRIVE INFORMATION INCLUDING DRIVE (MOTOR SHAFT) PULLEY DIAMETER (DIAMETER OF ADJUSTABLE PULLEY IN CONTACT WITH DRIVE BELT) IF APPLICABLE, DRIVEN !,(FAN SHAFT) PULLEY DIAMETER IF APPLICABLE, DRIVEN PULLEY RPM IF APPLICABLE AND DRIVE BELT SIZE AND QUANTITY IF APPLICABLE. C. VERIFY EXHAUST FANS ARE POWERED BY PANEL B. 5, AIR TERMINALS (DIFFUSERS AND GRILLES): A. IDENTIFY EACH AIR TERMINAL ON REPORTS AS TO LOCATION AND DETERMINE REQUIRED FLOW READING. PROVIDE AREA SERVED, TYPE OF DEVICE AND DUCT CONNECTION SIZE TO DEVICE. SEPARATELY INDICATE ON A REDUCED (8-1/2"X11" OR 11"X14") MECHANICAL PLAN WHERE EACH SUPPLY AND RETURN AIR MEASUREMENT WAS TAKEN. B. ADJUST EACH AIR TERMINAL TO DESIGN REQUIREMENTS WITH +/- 10% CFM TOLERANCE. RECORD INITIAL AND FINAL SUPPLY AND RETURN AIR CFM QUANTITIES AT EACH AIR TERMINAL. C. BALANCE PROCEDURE ON AIR TERMINALS SHALL INCLUDE: COMPARISON OF REQUIRED FPM VELOCITY AND OBSERVED VELOCITY, ADJUSTMENT OF TERMINAL, AND COMPARISON OF REQUIRED CFM AND OBSERVED CFM AFTER ADJUSTMENT. D. ADJUST FLOW PATTERNS FROM AIR TERMINAL UNITS TO DESIGN INTENT AND AS EQUIPMENT PERMITS. 6, VERIFICATION: A. PREPARE SUMMATION OF READINGS OF OBSERVED CFM FOR EACH SYSTEM. COMPARE WITH REQUIRED CFM. DETERMINE COIL AND FILTER STATIC PRESSURE DROPS. B. VERIFY DESIGN CFM AT FANS AS DESCRIBED ABOVE. BUILDING SHALL BE UNDER SLIGHT POSITIVE PRESSURE. AUTOMATIC TEMPERATURE CONTROL 1. THE TEMPERATURE CONTROL CONTRACTOR'S REPRESENTATIVE SHALL SET AND ADJUST AUTOMATICALLY OPERATED DEVICES TO ACHIEVE THE REQUIRED SEQUENCE OF OPERATIONS. 2. BALANCING CONTRACTOR SHALL VERIFY ALL CONTROLS FOR PROPER CALIBRATION (E.G. VALID TIME AND TEMPERATURE SETTINGS) AND LIST THOSE CONTROLS REQUIRING ADJUSTMENT BY TEMPERATURE CONTROL SYSTEM INSTALLER. 15A 1-20 EQUIPMENT FURNISHED BY OTHERS PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF HVAC EQUIPMENT, WASHING EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS AND/OR DESCRIBED IN THE GENERAL NOTES TO -THIS CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE FLUES, VENTS, INTAKES, ASSOCIATED ROOF JACKS AND CAPS TO OUTDOORS, DAMPERS, IN-LINE FANS, ROOF FANS, CONTROL INTERLOCKS, ETC. AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15A 2 INSULATION AND SHEET METAL WORK 15A 2-1 DUCT INSULATION PROVIDE DUCT LINER IN NEW RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. LINER SHALL BE 1-1/2" THICK, 2 POUND DENSITY FIBERGLASS, MINIMUM R-6.0 CERTAINTEED CORP. "TOUGHGARD" OR OWENS-CORNING "AEROFLEX DUCT LINER, LINER SURFACE SHALL SERVE AS A BARRIER AGAINST INFILTRATION OF DUST AND DIRT, SHALL MEET ASTM C 1338 FOR FUNGI RESISTANCE AND SHALL BE CLEANABLE USING DUCT CLEANING METHODS AND EQUIPMENT OUTLINED BY NORTH AMERICAN INSULATION MANUFACTURERS ASSOCIATION (NAIMA) DUCT CLEANING GUIDE. INSTALL WITH LINER ADHESIVE AND MECHANICAL FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET 'METAL BY LINER THICKNESS 1N BOTH DIRECTIONS WHERE LINER IS INSTALLED. COVER CONCEALED RIGID ROUND SUPPLY AND RETURN AIR DUCTWORK, ROUND AND RECTANGULAR OUTSIDE AIR DUCTWORK AND EXISTING RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK WITH 2-1/4" THICK DUCT WRAP, MINIMUM R-6.0 CERTAINTEED OR EQUAL OWENS- CORNING, 3/4 POUND DENSITY, WITH HEAVY-DUTY FOIL -SCRIM -KRAFT FACING, AND WITH JOINTS TAPED WITH 3" WIDE FOIL TAPE. INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50 PER ASTM E 84. CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. 15A 2-2 DUCTWORK PROVIDE GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. CONSTRUCT DUCTWORK INCLUDING FITTINGS AND TRANSITIONS IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. MINIMUM THICKNESS OF DUCT SHALL BE 26 GAUGE SHEET METAL. REINFORCE HOUSINGS AND DUCTWORK OVER 30" WITH 1-1/4" ANGLES NOT LESS THAN 5'-6" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED 8'-0". DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC, FROM DUCTWORK. COORDINATE ROUTING OF DUCTWORK WITH OTHER CONTRACTORS SUCH THAT PIPING, ELECTRICAL CONDUIT AND ASSOCIATED SUPPORTS ARE NOT ROUTED THROUGH THE DUCTWORK. CONSTRUCT SUPPLY DUCTS TO MEET SMACNA POSITIVE PRESSURE OF 2" W.G. CONSTRUCT RETURN, OUTDOOR AND EXHAUST DUCTWORK UPSTREAM OF FANS TO MEET SMACNA NEGATIVE PRESSURE OF 1 "W.G. EXPOSED DUCTWORK TO BE FIELD PAINTED SHALL HAVE GALVANIZED METAL PRIMER APPLIED IN THE SHOP AFTER FABRICATION AND PRIOR TO SHIPPING. SEAL DUCTWORK WITH HEAVY LIQUID SEALANT, HARDCAST IRONGRIP 601, DESIGN POLYMER DP 1010 , UNITED MCGILL DUCT SEALER OR APPROVED EQUAL, APPLIED ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS. FOR DUCTS WITH PRESSURE CLASSIFICATION OF 2" W.G. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT TO MEET SMACNA CLASS B. FOR DUCTS WITH PRESSURE CLASSIFICATION LESS THAN 2" W.G. SEAL TRANSVERSE JOINTS AIRTIGHT TO MEET SMACNA CLASS C. TAPES AND MASTICS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A. PROVIDE AIRFOIL TYPE TURNING VANES, OF SAME GAUGE AS DUCTWORK, RIGIDLY FASTENED WITH GUIDE STRIPS IN DUCTWORK HAVING AN OFFSET OF 45 DEGREES OR MORE. CONNECT FANS, BLOWERS, UNITS, ETC, TO DUCTWORK WITH NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO-DYNE, ELGEN, VENTFABRIC , OR EQUAL, CANVAS CONNECTIONS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. INSTALL WITH MINIMUM 1-1/2" SLACK, PROVIDE BALANCING DAMPERS, MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INDUSTRIES, CESCO, LOUVERS & DAMPERS, POTTORFF OR APPROVED EQUAL, WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL NOT EXCEED 6.5 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 4" WG PRESSURE DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND MODEL NUMBER FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD -50. PROVIDE FLEXMASTER MODEL STO OR EQUAL 45 DEGREE RECTANGULAR/ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SIZE GAUGE 14" & UNDER 26 LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED EQUAL FACTORY -MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY -MANUFACTURED ROUND DUCTWORK, LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24" IN DIAMETER. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL -TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 15A 2-3 FLEXIBLE DUCT LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 813, THERMAFLEX TYPE M -KE, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U1.181 CLASS 1, ACOUSTICAL INSULATED DUCT, R-6.0 FIBERGLASS INSULATION. PROVIDE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LACKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH, AND SHALL BE INSTALLED STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS, INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. AT A MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON-METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER ThIE OUTER JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE WITH UL - 181B AND MARKED 18113-C, DUCT TAPE SHALL BE LABELED IN ACCORDANCE WITH UL 1818 AND MARKED 181 B -FX. 15A 2-4 FLUES WHERE FLUES ARE INDICATED ON THE DRAWINGS, PROVIDE SELKIRK METALBESTOS MODEL QC OR RV OR EQUAL BY METAL -FAB, SIMPSON OR VAN -PACKER, TYPE "B" DOUBLE WALL GAS VENT FLUES FROM THE VARIOUS ITEMS OF GAS-FIRED EQUIPMENT UP TO EXISTING FLUE CAPS ABOVE THE ROOF. SINGLE WALL FLUES ARE UNACCEPTABLE. FLUES SHALL BE COMPLETE WITH NECESSARY FITTINGS, CONNECTORS AND OTHER ACCESSORIES, AND SHALL BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER, AND IN CONFORMANCE WITH APPLICABLE CODES. PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, E.H. PRICE, KRUEGER, NAILOR INDUSTRIES, TITUS, OR TUTTLE & BAILEY. SELECT AIR DEVICES TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS, SUBMIT COMPLETE SHOP DRAWINGS INCLUDING INFORMATION ON NOISE LEVEL, PRESSURE DROP, THROW, CFM FOR EACH AIR DEVICE, STYLES, BORDERS, ETC. CLEARLY MARKED WITH SPECIFIED EQUIPMENT NUMBER. SUBMIT SAMPLES OF EACH AIR DEVICE AS REQUESTED BY THE ENGINEER. 15A 2-6 EXHAUST AIR SYSTEMS ROOF MOUNTED EXHAUST FANS ARE EXISTING TO REMAIN. CONTACT ARCHITECT AS SOON AS POSSIBLE IF EXHAUST FAN IS NOT IN WORKING CONDITION. PROVIDE IN-LINE (DUCT) MOUNTED DRYER VENT FAN AS SCHEDULED ON THE DRAWINGS, OR EQUAL EXHAUSTO INC., FANTECH, CONTINENTAL FAN MANUFACTURING, INC. OR TJERNLUND PRODUCTS, INC. COMPLETE WITH DUCT CONNECTIONS DESIGNED -TO MINIMIZE LINT COLLECTION. HOUSING SHALL BE STEEL WITH CORROSION RESISTANT FINISH OR CAST ALUMINUM AND DESIGNED TO ALLOW ENTIRE IMPELLER AND MOTOR ASSEMBLY TO BE REMOVED AS A UNIT. PROVIDE WITH INTEGRAL PRESSURE SWITCH TO ACTIVATE FAN WHEN DRYER IS ENERGIZED. 15A 2-7 SCREENS DURING CONSTRUCTION PROVIDE SCREENS ON ROOFTOP UNIT RETURN AIR DUCT OPENINGS AS SCHEDULED AND/OR NOTED ON THE DRAWINGS. SCREENS SHALL BE 0.012 --INCH THICKNESS, 1/4" MESH, ALUMINUM WIRE. 15A 3 HVAC EQUIPMENT ROOFTOP UNITS ARE EXISTING AS SCHEDULED ON THE DRAWINGS. CONTACT ARCHITECT AS SOON AS POSSIBLE 1F EQUIPMENT IS NOT IN WORKING CONDITION. 15A 4 TEMPERATURE CONTROLS 15A 4-1 GENERAL REQUIREMENTS REFER TO EMS DRAWINGS FOR ROOFTOP UNIT TEMPERATURE CONTROL SYSTEM REQUIREMENTS. 15A 4-2 EQUIPMENT IF NONE EXIST OR ARE NONFUNCTIONAL FURNISH AND INSTALL DUCT TYPE SMOKE DETECTORS IN SUPPLY AND RETURN AIR DUCTWORK AS REQUIRED BY LOCAL CODES WITH UL LISTING (OR HEAT DETECTORS, IF PERMITTED BY CODE) FOR EACH UNIT TO SHUT DOWN SUPPLY FAN UPON ACTIVATION AND SIGNAL THE BUILDING SYSTEM, IF PRESENT. THE SMOKE DETECTOR SHALL BE FURNISHED AND MOUNTED BY 'THE MECHANICAL CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR. IF A BUILDING ALARM SYSTEM IS INSTALLED, THE SMOKE DETECTOR AND AUDIBLE/VISIBLE ALARM SHALL BE FURNISHED AND WIRED BY THE FIRE ALARM CONTRACTOR AND MOUNTED BY THE MECHANICAL CONTRACTOR. 15A 5 SEQUENCE OF OPERATION MECHANICAL CONTRACTOR SHALL VERIFY THAT EXISTING EQUIPMENT OPERATES PER THE SEQUENCE OF OPERATION INDICATED. REPORT ANY DEFICIENCIES TO ARCHITECT/ENGINEER. 15A5-1 ROOFTOP UNIT CONTROL FOR RTU -1 RTU -2 RTU -3 AND RTU -4 (FIXED POINT ENTHALPY ECONOMIZER) DURING OCCUPIED HOURS, OPERATE ROOFTOP UNIT SUPPLY FAN CONTINUOUSLY AND OPEN OUTDOOR AIR DAMPER TO MINIMUM POSITION TO MAINTAIN MINIMUM VENTILATION. CYCLE STAGE(S) OF COOLING AND HEATING TO MAINTAIN ROOM THERMOSTAT SET POINT (75 DEGREES FAHRENHEIT COOLING, 72 DEGREES FAHRENHEIT HEATING). MODULATE ENTHALPY TYPE OUTDOOR AIR ECONOMIZER TO MAINTAIN 55 DEGREES FAHRENHEIT SUPPLY AIR TEMPERATURE WHEN OUTDOOR TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT (ADJUSTABLE) OR WHEN OUTDOOR ENTHALPY IS BELOW 22 BTU/LB OF DRY AIR (ADJUSTABLE). POWER EXHAUST FAN SHALL BE ENERGIZED WHEN ECONOMIZER DAMPER POSITION REACHES 75% OPEN (ADJUSTABLE). RETURN ECONOMIZER TO MINIMUM POSITION WHEN OUTDOOR TEMPERATURE IS ABOVE 60 DEGREES FAHRENHEIT OR WHEN OUTDOOR ENTHALPY EXCEEDS 22.5 BTU/LB. DUCT MOUNTED SMOKE DETECTORS SHALL SHUTDOWN UNIT UPON ALARM. DURING UNOCCUPIED HOURS, CYCLE THE ROOFTOP UNIT SUPPLY FAN AND COOLING OR HEATING SYSTEM TO MAINTAIN UNOCCUPIED SETBACK TEMPERATURE SET POINTS, OUTDOOR AIR DAMPER SHALL BE CLOSED DURING UNOCCUPIED HOURS. 15A5-2 EXHAUST FAN CONTROL EF -1 SHALL BE POWERED BY PANEL B TO OPERATE ONLY DURING OCCUPIED HOURS. 15A5-3 DRYER VENT FAN CONTROL EF -2 SHALL BE POWERED ON BY VENT MOUNTED PRESSURE SWITCH WHEN DRYER IS ENERGIZED. i ."0111 ,a STORE #: LOCATION: DATE: _ EQUIPMENT DESIGNATION MECHANICAL CHECK ELECTRICAL CHECK --- CONTROLS CHECK READY FOR-- --. -_T - TESTING DATE INITIAL -- --- . _._ — -.r _ _ RTU -1 ..- I - ---- L RTU -2 U go L + n- `�- a � emco ca ,wE U RTU -3 vD u; _-I ___..__ --.—--.1---F-------.- RTU-4 aD ----- EF -1 cm EF -2 Im cm an — I ----- --- --------_ -----IF THIS CERTIFIES THIS PROJECT IS FULLY INSTALLED AND OPERATIONAL AND READY FOR INDEPENDENT TESTING AND BALANCING AGENCY TO BEGIN TAB WORK. MECHANICAL CONTRACTOR (COMPANY) REPRESENTATIVE DATE (NAME) _ _ _ INSTRUCTIONS , _ _ __ _ - COMPLETION OF THIS START-UP VERIFICATION CHECKLIST BY THE APPROPRIATE INSTALLING CONTRACTOR IS REQUIRED TO ENSURE THAT ALL EQUIPMENT AND SYSTEM COMPONENTS ARE COMPLETE, CORRECTLY INSTALLED, IN OPERATION AND FULLY READY FOR THE TESTING AND BALANCING WORK TO PROCEED. THE COMPLETED CHECKLIST SHALL BE SUBMITTED TO ULTA'S PROJECT MANAGER VIA FAX, FAX NUMBER CAN BE FOUND ON THE COVER PAGE OF THE CONSTRUCTION DOCUMENTS. i rgia SAINT ons, inn. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671 .4200 www.rgla.com REVISIONS: DATE: LIF &ULTAREVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 t, ra L . U go L + n- `�- a � emco ca ,wE U -- vD u; aD aD GD i LO ca N O C N hr- LO C, O Ir N U O Pte- V' - J m CD O (U r - U) J Imo- I` F a, ego -I--' — "c co . u x r- `­ 2 t, ra L . U go L + n- `�- a � emco ca ,wE U -- vD u; aD cm Im cm an 11 �S' aA I A� 11 .A I 11 1141-111", THE ABOVE DPAWINGS AND SPECIFICATIONS AND IDEAS,. DESIGNS AND ARRANGEMENTS REPRESE=NTED THEREBY ARE AND SHALL P.EMA IN THE PROPERTY OF THIS OFPICL: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNLC TION WITH ANY WORK OR PROJECT O I HER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF'IHISOFFICE. VISUAECONFACFWHH THESE DRAWINGS OR SP ECIFICA'TIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE= OF `HESE REST RIC'FIONS. WRITTEN DIMENSIONS ON'I HESE DRAWINGS SHALL HAVE PRECLDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALE VE=RIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY'IHESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICA I -ION. 02011RGLASOLUTIONS, INC. 02011 ROBERT G. LYON & ASSOCIATES, INC. ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771 MECHANICAL SPECIFICATIONS DRAWN BY JCM CHECKED BY HEI JOB NUMBER 11104 SHEET NAME TUI -1.3 I I A1/4"=l'- 0 GENERAL NOTES. 1, DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE OWNER'S CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. FURNISH A CONSTRUCTION RECORD SET OF "AS—BUILT" DOCUMENTS TO THE OWNER'S CONSTRUCTION MANAGER REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER—OF—RECORD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 3. FURNISH TO THE OWNER'S CONSTRUCTION MANAGER A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 6. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PROJECT. 7. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 8. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 9, VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 10. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 11. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 12, COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED. 13. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 14. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 15. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 16. PAINT ALL EXPOSED WATER PIPING USING RUST INHIBITOR PAINT. PAINT AND COLOR SHALL BE COORDINATED WITH THE ARCHITECT AND / OR OWNER, 17. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2' CLEARANCE FROM ALL OTHER EQUIPMENT. 18. INSULATE PIPING ROUTED IN EXTERIOR BUILDING WALLS WITH MINIMUM 2" BATT INSULATION TO PREVENT FREEZING. 19. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED OTHERWISE. 20. PROVIDE CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. 21. GENERAL CONTRACTOR SHALL ROD AND SCOPE WASTE LINE TO LANDLORD'S MAIN PRIOR TO TURNOVER. 22. HARD 90 DEGREE TURNS WILL NOT BE ALLOWED ON WASTE LINES. TURNS MUST BE SWEEPING. EIRE SPRINKLER GENERAL NOTES: 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH NFPA 13 AND NFPA 24. SYSTEM SHALL ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL. 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH OTHER TRADES. 3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUEITO LACK OF COORDINATION AND TO MEET AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. 4. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH NFPA 70, 5. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT—PRODUCING SOURCES WITH NFPA 13. 6. FORWARD COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO THE OWNER. 7. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PLAN NOTES: \ J GENERAL CONTRACTOR TO CONNECT AND INSTALL OWNER FURNISHED FIXTURES. SEE PLUMBING FIXTURE SCHEDULE ON SHEET P-1.4. 0 DO NOT INSTALL PLUMBING PIPING OVER ELECTRICAL PANELS OR EQUIPMENT. QPROVIDE 4" HIGH CONCRETE PAD FOR WATER HEATER. �4 CONNECT TO LANDLORD PROVIDED EXISTING 6" SANITARY PIPE. FIELD VERIFY EXACT LOCATION AND SIZE. QCONNECT TO LANDLORD PROVIDED EXISTING 4" VENT THROUGH ROOF. FIELD VERIFY EXACT LOCATION AND SIZE. �6 PATCH AND REPAIR SLAB TO MATCH SURROUNDING FINISH. FOR TRENCH POUR BACK SLAB DETAILS, SEE ARCHITECTURAL DETAIL C/A1.1 D. rgia s®llutions, Inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: £347.671.7452 f: 1347.671.4200 www.rgia.com REVISIONS: DATE: LL & ULTA REVIEW JCM 01/24/12 BID ISSUE 01/24/12 PERMi r ISSUE JOB NUMBER 01/25/12 THE ABOVE DRAWINGS AND SPFCIFICAHONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED I HEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN'IHE CONNECTION WI 11-1 ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE=CT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF '[HIS OFFICE. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCE=PTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS Oil THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS: CON "TRACTONS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDI IIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY I HESE DRAWINGS. SHOP DETAILS MUSTBE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE= PROCE'E'DING WITH FABRICATION. 02011 RGLASOLUTIONS, INC. 02011 ROBERT O. LYON & ASSOCIATES, INC. ENLARGED WASTE & VENT PLAN DRAWN BY JCM CHECKED BY NEI JOB NUMBER 11104 SHEET NAME P-1.1 ''I it II II. III it :I I I � � LL: , I'.., _. ...I.� LSI. -_IL _I.1�.�:_ .� � _ J. (� E 1 �,�� ET 1.3 1 /2-'.'HWR --L-- - - SK1 TMVIr- WH 3 ........... FCv .. _.w. _._.... 1-1 /4,H&CW DN TO WH CC I 1-1 /2"CW 3/4"H&CW � I mVz /} .—f_.. SK2 _ I II 1/ 2n H&CW I( (TYP. 3) Ii MTMV1 ' jd'�Iv' f ( zI /2, F U r _._ _ P-1.3 1 2"CWTP \ �I WC _ 1/2"T l` M)mmnl lw I . A r t Y FIELD PRIOR TO BID, OPATCH AND REPAIR SLAB TO MATCH SURROUNDING FINISH. FOR TRENCH POUR BACK SLAB DETAILS, SEE ARCHITECTURAL DETAIL C/A1 .1 D. REVISIONS: I LL & ULTA REVIEW JCM 01/24/12 N OTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 01/24/12 AND MAY NOT REFLECT EXACT "AS --BUILT" CONDITIONS. FIELD VERIFY ALL :POB NUMBER EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES SHEET NAME AND EXISTING CONDITIONS. P-1.2 PLAN NOTES: rgla solutions, inn. TGENERAL CONTRACTOR TO CONNECT AND INSTALL OWNER FURNISHED FIXTURES. SEE PLUMBING FIXTURE SCHEDULE ON SHEET P-1.4. 5100 River Road, Ste 125 DO NOT INSTALL PLUMBING PIPING OVER ELECTRICAL PANELS OR Schiller Park, IL 60176 p: 847.671.7452 EQUIPMENT. f: 847, 671 .4200 PROVIDE 4" HIGH CONCRETE PAD FOR WATER HEATER. www.rgla.com OEXTEND NEW 2"CW TO LANDLORD PROVIDED 2" DOMESTIC COLD WATER SUPPLY CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND SIZE IN FIELD PRIOR TO BID, OPATCH AND REPAIR SLAB TO MATCH SURROUNDING FINISH. FOR TRENCH POUR BACK SLAB DETAILS, SEE ARCHITECTURAL DETAIL C/A1 .1 D. REVISIONS: DATE: LL & ULTA REVIEW JCM 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE :POB NUMBER 01/25/12 THE ABOVE DRAWINGS AND SPECIFICAI IONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPER I OF'I HIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED'1 O OTHERS OR USED IN THE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED ARED AND DEVELOPED W H HOD r THE WRIT TEN CONSEN I OF THIS OFFICE VISUAL CONTACT WITH THESE DRAWINGOR SPECIFICA TIONS SHALL CONS N PLJ TL CONCLUSIVE EVIDENCE OF ACCEP IANCE OF THESE RES TRIC I IONS WRN PCN DIMENSIONS ION ON THESE C DRAWINGS SHALL HAVE PRECEDENCE OVERSCALFD DIMENSIONS: ION CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE OR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MU I BE.NO III ILD OF ANY VARIAIONS FROM THE DIMENSIONS AND CONDI IONS SHOWN BY IHESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAE BE=FORE PROCEEDING WITH FABRICATION. ©2011 RGLASOLUTIONS,INC. (J 201 I ROBERT G. LYON & ASSOCIATES, INC. DRAWN BY JCM CHECKED BY HEI :POB NUMBER 11104 SHEET NAME P-1.2 I �a i.4,.—. DATE: aw,i_..r._ I, I - 01/24/12 ...._,v,l✓+. _..... . _ _.—M..... ., i. I w.+l _ l �i 6wu I ..� te�rou,�lwu,i.�...,i.. _ 'x.%d ""'x'",."'u:. mh.. SHEET NAME � m. u.,..:.. �: ._i�—.y._..._.a::_'_�.......mw.,w�,.::�.u..... ® ccT EY U _., O f� __ �__: ��*�dW� Ik',.ttG15J� ... J - cc .,r,..m'•""" - m.+ss.a.:uJwJ,.. 1 SECTION 15C: AUTO ATICSPRINKLER SYSTEM, 15C1 GENERAL 15C 1-1 GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO THOROUGHLY BECOME FAMILIAR WITH ALL ITS CONTENTS AS TO CODES AND REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS WRITTEN HEREIN AND THE ASSOCIATED DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH, IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. REFER TO SECTION 151B PLUMBING FOR ADDITIONAL REQUIREMENTS THAT APPLY TO THIS INSTALLATION THAT ARE NOT WRITTEN HEREIN. 15C 1-2 DEFINITIONS FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. 15C 1-3 INSPECTION OF SITE -THE CONTRACTOR SHALL PERSONALLY INSPECT -THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE, 15C 1-4 SCOPE PROVIDE COMPLETE WITH ALL RELATED ITEMS, A WET—PIPE, FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEM FOR THE BUILDING, OR AREA OF WORK SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE APPROVED AND STATE LICENSED FOR DESIGN AND INSTALLATION OF FIRE U THIS SECTION SHALL BE PROTECTION SYSTEM. THE WORK DON R E UNDER PERFORMED ONLY BY A CONTRACTOR WHOSE WORKMEN ARE EXPERIENCED AND REGULARLY ENGAGED IN THE INSTALLATION OF FIRE PROTECTION SYSTEMS. CONTRACTOR SHALL BE CAPABLE OF PREPARING HYDRAULIC CALCULATIONS AND SYSTEM LAYOUTS. PROVIDE ALL FIRE SPRINKLER ALARM DEVICES INCLUDING WATERFLOW ALARM AND VALVE TAMPER SWITCHES FOR ALL SYSTEM CONTROL VALVES. COORDINATE ALL WIRING AND CONDUIT FOR A COMPLETE ANLD FUNCTIONAL INSTALLATION. SYSTEM SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH THELATEST EDITION OF NFPA 13, UNDERWRITERS LABORATORIES (UL), AND MUST BE ACCEPTABLE TO THE OWNER'S INSURER, THE AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES AND STANDARDS. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC.; THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO THE FOLLOWING: 'I) DESIGN AND INSTALLATION OF A COMPLETE WET—PIPE FIRE PROTECTION SPRINKLER SYSTEM FOR THE AREA OF WORK SHOWN ON THE DRAWINGS. 2) PORTIONS OF SYSTEMS SUBJECT TO FREEZING OR TEMPERATURES BELOW 40' F SHALL BE PROTECTED AGAINST FREEZING AS REQUIRED BY NFPA 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS AND FOR ALL COSTS INCURRED FROM DAMAGE CAUSED BY FREEZING OF THE FIRE PROTECTION SYSTEM. 15C 1-5 SYSTEM DESIGN THIS CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND RATING HAZARDS WITH THE OWNER'S INSURER PRIOR TO DESIGNING THE SYSTEM. WATERFLOW AND PRESSURE TEST DATA SHALL BE ACQUIRED BEFORE SYSTEM IS CALCULATED AND BE DATED NOT MORE THAN 12 MONTHS PRIOR 'TO THE SUBMITTAL OF SPRINKLER DRAWINGS. ARRANGEMENTS FOR AND COST OF FLOW TESTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. HYDRAULIC 'CALCULATIONS SHALL BE SUBMITTED INCLUDING SUPPLY AND DEMAND GRAPH; ALL HYDRAULIC REFERENCE POINTS AND AREA OF APPLICATION SHALL APPEAR ON THE PLAN. CONTRACTOR SHALL VERIFY WITH AUTHORITY HAVING JURISDICTION ANY MINIMUM SAFETY FACTOR REQUIREMENTS. DEMAND SHALL NOT BE LESS THAN 10% BELOW THE SUPPLY AT THE DEMAND POINT. PROTECT ENTIRE AREA OF WORK, UNLESS NOTED OTHERWISE WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 2, 0.20 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 250 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. PROTECT MECHANICAL, ELECTRICAL AND STORAGE AREAS/ROOMS WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 2, 0,20 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA OR ENTIRE AREA, WHICHEVER IS SMALLER. INCLUDE MINIMUM ,250 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE HYDRAULIC CALCULATIONS, THE FINAL SYSTEM DESIGN, AND THE LAYOUT OF ALL COMPONENTS OF THE SYSTEM AS REQUIRED FOR THE APPROVAL BY THE OWNER'S INSURER, THE AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES AND STANDARDS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COORDINATING SYSTEM LAYOUT WITH OTHER CONTRACTORS. CHANGES TO SYSTEM DESIGN DUE TO LACK OF COORDINATION SHALL BE PAID FOR BY THIS CONTRACTOR. DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS SHALL NOT BE ACCEPTED. WHEN DESIGN APPEARANCE OR SIMILARASPECTS REQUIRES CUTTING, DUE TO ECONOMY, IT SHALL BE HELD TO AN ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT AND STRUCTURAL ENGINEER'S WRITTEN APPROVAL. ANY EXCESSIVE REQUIREMENTS OF THIS TYPE SHALL BE IDENTIFIED DURING THE BID PERIOD. SPRINKLER SPACING SHALL CONFORM TO NFPA 13. EXTENDED COVERAGE SPRINKLERS SHALL NOT BE USED IN UNFINISHED (SHELL) SPACES. THE HYDRAULIC AREA OF OPERATION SHALL NOT BE REDUCED AS ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE SPRINKLERS, 15C 1-6 SHOP DRAWINGS SIX (6) COPIES OF SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE FURNISHED TO THE ARCHITECT AND/OR ENGINEER, FOR HIS APPROVAL. THE ARCHITECT WILL FORWARD ONE SET TO, THE CONTRACTOR AFTER FINAL APPROVAL'. SUBMITTED SHOP DRAWINGS SHALL BEAR A STAMP INDICATING APPROVAL BY THE AUTHORITY HAVING JURISDICTION. SHOP DRAWINGS SHALL MEET THE REQUIREMENTS OF NFPA 13 AND SHALL INCLUDE THE FOLLOWING: 1) SUBMIT WORKING PLANS PER NFPA 13 INCLUDING LAYOUT DRAWINGS OF THE COMPLETE OVERHEAD SPRINKLER SYSTEM INDICATING RELATIONSHIP OF SPRINKLER PIPING AND SPRINKLERS TO ALL OTHER OVERHEAD ITEMS INCLUDING CEILING GRID AND TILES, LIGHT FIXTURES, DIFFUSERS, REGISTERS, GRILLES, DUCTWORK, ETC. LOCATION OF RISERS, PIPING, ETC„ SHALL BE AS INCONSPICUOUS AS POSSIBLE AND 'SHALL FULFILL ALL FUNCTIONAL REQUIREMENTS. SYSTEM DESIGN CAPABILITIES AND WATER DEMANDS SHALL ALSO BE NOTED ON THE DRAWINGS. 2) SUBMIT COMPLETE DETAILS AND SECTIONS AS REQUIRED TO CLEARLY DEFINE AND CLARIFY THE DESIGN, INCLUDING A MATERIALS LIST DESCRIBING ALL PROPOSED MATERIALS BY MANUFACTURER'S NAME AND CATALOG NUMBER. 3) HYDRAULIC CALCULATIONS. 4) PRODUCT DATA FOR ALL FIRE SPRINKLER SYSTEM COMPONENTS. PROVIDE NEXT TO THE SPRINKLER RISER MAIN, A PRINTED SHEET, PROTECTED BY GLASS OR A TRANSPARENT PLASTIC COVER, GIVING BRIEF INSTRUCTIONS REGARDING CONTROL, EMERGENCY PROCEDURE AND OTHER DATA AS REQUIRED BY NFPA 13. FOR HYDRAULICALLY DESIGNED SYSTEMS, A PLACARD MUST BE PERMANENTLY ATTACHED TO THE RISER INDICATING THE LOCATION, AND THE BASIS OF DESIGN (DISCHARGE DENSITY AND SYSTEM DEMAND). 15C 1-7 ELECTRONIC DRAWINGS IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD VERSION 14, 2002 OR DXF FORMAT ON 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR CD— ROM DISK, AS DESIRED, FROM THE ENGINEER FOR A FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR A SET OF MORE THAN 12 SHEETS. CONTRACTOR SHALL CONTACT THE ENGINEER TO OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. PAYMENT MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15C 1-8 RECORD DRAWINGS DURING PROGRESS OF THE WORK OF THIS SECTION, THIS CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN THE INSTALLATION OF THE SYSTEM. UPON COMPLETION OF THE WORK, ACCURATELY TRANSFER ALL RECORD INFORMATION TO THREE IDENTICAL BLUELINE PRINT SETS OF THE APPROVED SHOP DRAWINGS. INSERT ONE SET INTO EACH COPY OF THE MANUAL DESCRIBED BELOW. 15C 1-9 TESTING AND ACCEPTANCE UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. THE CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT REQUIRED TO PROPERLY TEST ALL SPRINKLER EQUIPMENT INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING ALL DAMAGE RESULTING THEREFROM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL REMAIN UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE WORK MAY BE CONCEALED. ALL PIPING SHALL BE SUBJECT TO THE SPECIFIED PRESSURE FOR THE UNINTERRUPTED SPECIFIED PERIOD. ALL LINES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. ALL SYSTEM DEFECTS SHALL BE REPAIRED OR REPLACED WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. ABOVE GROUND PIPING SHALL BE TESTED IN ACCORDANCE WITH NFPA 13. ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY TESTED AT A MINIMUM PRESSURE OF 200—PSI FOR A MINIMUM 2—HOUR PERIOD OF TIME. CORRECT ANY FAULTY OR LEAKING JOINTS AND PIPE, THE USE OF ANY SUBSTANCE OR MATERIAL ADDED TO THE WATER TO CORRECT LEAKS SHALL NOT BE PERMITTED. AFTER COMPLETION OF THE INSTALLATION, TEST, RETEST, AND MAKE ALL CORRECTIONS NECESSARY TO SECURE ACCEPTANCE BY THE FIRE MARSHAL AND/OR ANY OTHER AUTHORITY HAVING JURISDICTION. FURNISH ALL TEST EQUIPMENT AND PERSONNEL REQUIRED. 15C 1-10 SYSTEM MANUAL UPON COMPLETION OF -THE INSTALLATION, AND AS A CONDITION OF ITS ACCEPTANCE, CONTRACTOR SHALL COMPILE THREE 8-1/2" BY 11 MANUALS, FIRMLY BOUND IN HEAVYWEIGHT PLASTIC OR PAPER COVER TO WITHSTAND HARD USE. LOOSE—LEAF BINDING IS NOT ACCEPTABLE. MANUALS SHALL BE DELIVERED TO THE ARCHITECT, AND SHALL CONTAIN THE FOLLOWING ITEMS: 1) IDENTIFICATION CLEARLY VISIBLE ON OR THROUGH THE COVER, THE NAME OF THE PROJECT AND "FIRE SPRINKLER SYSTEM MANUAL". 2) NEATLY TYPED INDEX AT FRONT WITH ALL EMERGENCY INFORMATION CLEARLY IDENTIFIED. 3) COMPLETE LIST OF ALL SYSTEM COMPONENTS WITH MANUFACTURER'S NAMES, CATALOG NUMBERS, AND ALL DATA FOR ORDERING PARTS. 4) ONE COPY OF THE RECORD DRAWINGS, AS DESCRIBED ABOVE. 5) ALL INFORMATION REQUIRED TO SECURE EMERGENCY REPAIRS OR SERVICE. 6) CONTRACTOR'S ".MATERIAL AND TEST CERTIFICATE(S) FOR SPRINKLER SYSTEM", AS DESCRIBED IN NFPA 13. 15C 1-11 GUARANTEE THE ENTIRE INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. IF DEFECTS OCCUR DURING THE ONE—YEAR GUARANTEE PERIOD, THIS CONTRACTOR SHALL REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER AND TO THE SATISFACTION OF THE ENGINEER. 15C 1-12' INSTRUCTIONS AFTER COMPLETION OF ALL INSTALLATION, TESTS, ETC., AND PRIOR TO THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL INSTRUCT THE BUILDING OWNER AND HIS SELECTED PERSONNEL IN THE OPERATION OF THE SPRINKLER SYSTEM AND THE PROCEDURE TO CONDUCT QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA 25. SPECIAL CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING PERSONNEL WILL IMMEDIATELY RECOGNIZE WHETHER THE MAIN VALVE IS IN AN OPEN POSITION, WILL KNOW HOW TO DRAIN THE SYSTEM, AND WILL KNOW HOW TO TEST THE ALARM VALVE IF APPLICABLE. THE BUILDING PERSONNEL SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE AND CONTENTS OF THE SYSTEM MANUAL DESCRIBED IN THIS SPECIFICATION. 15102 MATERIALS AND INSTALLATION 15C 2-1 PRODUCTS ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL BE UNDERWRITER'S LABORATORIES LISTED FOR THEIR INTENDED USE. 15C 2-2 PIPING AND COMPONENTS SPRINKLER PIPING 2-1/2" AND LARGER SHALL BE SCHEDULE 10 OR SCHEDULE 40 BLACK STEEL. SPRINKLER PIPING 2" AND SMALLER SHALL BE SCHEDULE 40. PIPES SHALL HAVE WELDED, THREADED, OR MECHANICALLY JOINED FITTINGS, BASED ON THE PIPE MATERIAL AND SIZE PER NFPA 13 REQUIREMENTS. ACCEPTABLE ALTERNATIVES TO SCHEDULE 10 AND SCHEDULE 40 PIPE SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13. THREADED PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR GREATER, CRIMP—TYPE COUPLINGS SHALL NOT BE USED. THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING LESS THAN 1.0 NOT PERMITTED. 15C 2-3 SPRINKLERS SPRINKLERS IN SALES AREA SHALL BE FULLY CONCEALED TYPE WITH DROP—AWAY COVERPLATES. COVERPLATES SHALL BE FACTORY PAINTED WHITE. SPRINKLERS IN BACK OF HOUSE AREAS I.E. STOCK ROOM, OFFICE, RESTROOMS, HALLWAYS SHALL BE SEMI RECESSED HEAD TYPE. 15C 2-4 INSTALLATION COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES SO AS TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF THE WORK, WITH A MINIMUM OF DELAYS. WHEN SPRINKLER PIPING IS INSTALLED WITHOUT COORDINATING WITH OTHER TRADES AND CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE CONFLICTS. PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF THE ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. INSTALL SYSTEM SUCH THAT ALL PIPING IS RIGIDLY SECURED AND SUPPORTED, ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS AND MAIN RUNS OF PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER PIPING. CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS WILL NOT BE PERMITTED, ALL HORIZONTAL PIPING IN CEILING SPACE SHALL BE AT AN ELEVATION ABOVE THE TOP OF LIGHT FIXTURES AND AIR OUTLETS TO ALLOW FOR ACCESS TO LIGHT FIXTURES AND AIR OUTLETS WITHOUT REMOVING HORIZONTAL PIPING. ROUTE ALL SPRINKLER PIPING AND PROVIDE ALL OFFSETS, BENDS, AND ELBOWS AROUND ALL MECHANICAL, ELECTRICAL, AND STRUCTURAL MEMBERS AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH THE FIRE ALARM CONTRACTOR AND/OR ELECTRICAL CONTRACTOR THE CONNECTION OF THE FIRE SPRINKLER ALARM DEVICES TO THE FIRE ALARM SYSTEM OR FIRE SPRINKLER MONITORING PANEL AS REQUIRED. WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME PLATED (OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT) SPLIT WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY AROUND THE PIPING. WHERE PIPING IS CONCEALED OR INSTALLED IN UNFINISHED AREAS, SUITABLE PLATES SHALL BE PROVIDED AT EACH PENETRATION TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A FIRE STOP. ALL OPENINGS FOR PIPING SHALL BE ANTICIPATED AND INDICATED ON THE APPROVED SHOP DRAWINGS. ANY ADDITIONAL CUTTING OF OPENINGS MUST HAVE THE WRITTEN APPROVAL OF THE ARCHITECT. CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER SYSTEM, AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION ALLOWS. THEN THE CONTRACTOR SHALL ACTIVATE THE SYSTEM FOR ITS INTENDED USE. AFTER THE SYSTEM HAS BEEN ACTIVATED FOR CONTINUOUS USE, WATER CHARGES IF ANY WILL BE PAID BY OWNER. PIPING SHALL BE ROUTED PARALLEL TO BUILDING LINES. 15C 2-5 PENETRATIONS SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION PENETRATIONS WITH 3M CP -25, OR APPROVED EQUAL FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE—RATED ASSEMBLIES. END OF SECTION 15C PROVIDE THERMOMETER IN TEE ----PROVIDE PROVIDE AUTOMATIC FITTING VACUUM RELIEF VALVE < ABOVE TOP OF TANK HOT WATER SUPPLY TO FIXTURES COLD WATER SUPPLY TO WATER HEATER SHUT --OFF VALVE (TYPICAL) a COLD WATER TO PROVIDE PIPE UNIONS EXPANSION TANK (TYPICAL) ABOVE TOP OF TANK RECIRCULATION PUMP (TO FACILITATE REMOVAL OF WATER HEATER) �� — WITH UNIONCONNECTIONS. PROVIDE CONNECT TO TOP OR SIDE SHUTOFF VALVE, OF TANK AS REQUIRED FOR I AQUASTAT AND STRAINER MODEL FURNISHED—� UPSTREAM, CHECK VALVE - AND SHUTOFF VALVE PROVIDE DIELECTRIC PIPE DOWNSTREAM. UNION AT TANK CONNECTION TYPICAL CHECK VALVE FOR CONNECTION OF SEE DISSIMILAR METALS (TYPICAL) NOTE 1 INSTALL ASME ELECTRIC WATER HEATER PER TEMPERATURE AND SPECIFICATIONS AND SCHEDULE PRESSURE RELIEF VALVEFURNISHED WITH WATER INSTALL DRAIN VALVE HEATER FURNISHED WITH WATER PROVIDE HARD COPPER HEATER RELIEF VALVE DISCHARGE SET WATER HEATER ON PIPE FULL SIZE OF VALVE CONCRETE EQUIPMENT PAD " OUTLET. TERMINATE OVER PER SPECIFICATIONS APPROVED RECEPTOR ...._.. WITH AIR GAP PER CODE. [77[:�-.- FLOOR DRAIN (FD) REMOVABLE HORIZONTAL STEEL CROSS BARS NO -FES: 1. PROVIDE 4' HIGH, 3" DIAMETER ELECTRICAL PIPE BOLLARDS AS REQUIRED TO PROTECT WATER HEATER BUT STILL MAINTAIN ACCESS FOR MAINTENANCE. MINIMUM (1) BOLLARD AT EACH EXPOSED CORNER. CAP TOP OF BOLLARD. PROVIDE SECURE FLANGE FITTING AT BASE AND BOLT TO FLOOR. 2. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS WITH WATER HEATER FURNISHED. REFER TO FLOOR PLANS FOR PIPE SIZES AND CONTINUATIONS. PROVIDE SEISMIC STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES, PROVIDE HEAT TRAP ON COLD WATER SUPPLY WHEN REQUIRED BY LOCAL AUTHORITIES. POWER WIRING AND DISCONNECT SWITCH ARE SPECIFIED IN DIVISION 16. INTERLOCK OF AQUASTAT WITH RECIRCULATION PUMP IS SPECIFIED IN DIVISION 16. ELECTRIC WATER NOT TO SCALE SECURE PIPE HANGER TO STRUCTURE r REFER TO SPECIFICATION FOR CONNECTIONS THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES REFER TO SPECIFICATIONS FOR ROD SIZE CLEVIS HANGER, SHOWN FOR CLARITY REFER TO SPECIFICATIONS FOR OTHER HANGER TYPES FOR PIPE SERVED & SPACING PROVIDE FOR INSULATED PIPING AT EACH HANGER A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS \ REFER TO SPECIFICATIONS FOR MORE INFORMATION PROVIDE INSULATION SHIELD FOR INSULATED PIPE NOT TO SCALE COLD WATER MAIN —-- CONNECT 1/2" PIPE (WITHOUT SHUT—OFF VALVE BRANCH PIPE WITH I IN BRANCH) TO TRAP SHUT—OFF VALVE FEEDING PRIMER VALVE OFF TOP OF PLUMBING FIXTURES) BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP AUTOMATIC TRAP PRIMER �� PRIMER, BUT NOT VALVE WITH INTEGRAL AIR DOWNSTREAM. GAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR INSTALL TRAP PRIMER FOR EVERY 20 OF PRIMER LIN(S) DOWNSTREAM OF DISCHARGE PIPE. _ r1 TRAP PRIMER OR DISTRIBUTION UNIT USING PROVIDE DISTRIBUTION 1/2" SOFT COPPER TUBING. UNIT(S) WHERE MORE INSTALL WITHOUT KINKS, THAN ONE TRAP IS SERVED AND SLOPE CONTINUOUSLY BY ONE TRAP PRIMER TOWARDS FLOOR DRAIN. VALVE. IF TRAP PRIMER IS - CONCEAL PIPES) IN INSTALLED ABOVE HARD PARTITION OR CHASE IN CEILING, PROVIDE ACCESS FINISHED AREAS, TRAP DOOR PER I PIRIMER ANDEXPIP ED ES MAY BE IN SPECIFICATIONS. E UNFINISHED, NON—PUBLIC AREAS. PROVIDE FLOOR DRAIN BODY OR P—TRAP WITH k— jm) i I IFPIPE IS BELO BELOW FLOOR THREADED TRAP PRIMER i GRADE, PROVIDE CONNECTION. PROVIDE ...I I ' _._' ._ SWEAT TO THREADED — 1/2" ELASTOMERIC ADAPTER. BRAZE JOINT 5 INSULATION FROM PRIMER BELOW FLOOR SLAB ON CONNECTION TO 1° ABOVE GRADE. FLOUR SLAB, PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS. 5 T NOT TO SCALE, PIPE HANGER NEXT TO ELBOW PIPE UNION: DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, FDA APPROVED FOR DOMESTIC WATER SERVICE BUTYL DIAPHRAGM FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE, THEN OPEN VALVE FROM CW SUPPLY TO HEATER, NO INTERVENING VALVES PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. EXPAN S'0 N TANK (:D—NOT To SOLE FLOOR SLAB GRADE OR PAVING TRENCH AND BACKFILL BUILDING FOOTING PER SPECIFICATIONS I I I OR FOUNDATION ^� (TYPICAL) PROVIDE PLASTIC PIPE—MARKER PIPE (TYPICAL) ��---- AllWARNING TAPE 10 INSTALL PIPING L— l EXTERIOR TO OUTSIDE OF ;' � BUILDING ONLY. 1 1 FOUNDATION � DO NOT TRENCH LOAD—BEARING ZONE, 1 PARALLEL TO FOOTING 1 UNDER DRIP LINE INSIDE AND OUTSIDE OF TREES. OF BUILDING c�• _='1�- " c• INSIDE a OUTSIDE ---� GRADE OR PAVING FLOOR SLAB PROVIDE SLEEVES DO NOT INSTALL —� AT PROPER PIPES THROUGH ELEVATION AND FOOTING PAD 3" LOCATION. SLEEVES MINIMUM ( SHALL BE CAST 11 IRON SOIL PIPE TYPICAL CONCRETE + �r � 1 1 .` } TWO NOMINAL PIPE ENCASEMENT J— —1-� SIZES LARGER �T =_ —:.. — THAN PIPE. -- G EXTEND SLEEVE 12"� PAST LOAD BEARING 6" MINIMUM SIDES _ 1 _ - . '— — TYPICAL CONCRETE ZONE, BOTH •IDES OF FOOTING TRANSVERSE TO FOOTING ENCASEMENT VERIFY EXCAVATION CONDITIONS (SOIL/ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATIONS. REFER TO SPECIFICATIONS FOR OTHER CONDITIONS. DO NOT INSTALL PIPES UNDER INTERIOR BUILDING SPREAD FOOTINGS OR PILE CAPS. COORDINATE WITH AFFECTED CONTRACTORS PRIOR TO THE START OF WORK. CI! ,Yi ,��, f P r , HOT WATER RECIRCULATION BRANCH 0``fTO.�..11IES UNION—i PIPE INSULATION ---- TYPICAL FULL—PORT BALL TYPE SHUT—OFF VALVE ----- STRAINER FLOW CONTROL VALVE; REFER TO FLOOR PLANS FOR FLOW CHECK VALVE RATE AND PIPE SIZE. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION., MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC; PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. rgia somuons, Inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.67'1 .4200 www.rgia.com REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01}25/12 CODaYh r_ S _ o SHEET NAME P®1.3 ® ccT EY U — O f� COD cc a3 fn coCvo E � d N U oti�r ® UCn ° co _J CD ; CODaYh r_ S _ o SHEET NAME P®1.3 ® ccT EY U — O f� COD cc Cm sm 00 am Cs MEMO THE ABOVE= DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGL-ML=N I'SREff{ESGNTED THEREBY ARE AND SHALL REMAIN THE PROPER FY OF'[HIS OFFICE AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN'I'HE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY FIAVE BEEN PREPARED AND DEVELOPED WITHOUT THI. WI{II I LN CONSLIA I- OF'PHISOFFICE. VISUAL CONTACFVVITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONS nI UfE CONCLUSIVE EVIDENCE OF ACCEP FANCL OF fFIESE REsTRICNnNS. WPI fFEN DIMENSIONS ON THESE DRAWINGS SHALL FI AVE PRECEDENCE OVER SCALED DIMENSIONS CON IRAC 'fORS SHALL VERIFY ANU BL RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND'I HIS OFFICE MUST BE NOTIFIED OF ANY VARIAI IONS FROM THE DIMENSIONS AND CONDII IONS SHOWN BY THESE E DRAWINGS. SHOP DE.rAILS MUS I BE UBMII-' -CD FO 'I HIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICA:NON, C) ff1I RGLA SOLU[IONS, INC U20I RQBER'I' G. LYOIJ & A IJE3GCIATES, INC DRAWN BY JCM CHECKED BY HEI JOB NUMBER 11104 SHEET NAME P®1.3 I u I I I II� I I ___. i J _l�iy�,.�:�:;�.:._.,..�I.L� _ _ .�_w��� J, 7 mommommom FIXTUREPLUMBING COLD WATER HOT WATER WASTE VENT WATER CLOSET (FV) 1-1/4" -- 4" 2" LAVATORY DRAIN CONNECTION 1/2" WATER CONNECTION NATURAL GAS ELECTRICAL 1/2" -- 2" MARK DESCRIPTION DIRECT INDIRECT VENT CW HW CONN. CFH KW/HP VOLTS PHASE MANUFACTURER MODEL REMARKS 2" FLOOR DRAIN -- -- 2" 2" HAND SINK AMTROL ST -12 WELDED STEEL PRESSURE TANK, POLYPROPYLENE LINING, FLEXIBLE BUTYL ET EXPANSION WITH SHUTOFF VALVE (SOV) 1 /2„ 3/4" 2" SHUTOFF VALVE THERM—X—TROL FLOW CONTROL VALVE DIAPHRAGM, AIR CHARGING VALVE, 150 PSI MAXIMUM WORKING PRESSURE, 4.5 GALLON CHECK VALVE TANK BALANCING VALVE WITH PRESSURE PORTS PRESSURE REDUCING VALVE STRAINER RECIRCULATION PUMP CAPACITY, 0.73 MAXIMUM ACCEPTANCE FACTOR. SET THE AIR CHARGE ` WATER HAMMER ARRESTER WITH PDI SIZES: A, B, C, D, AND E GAS PRESSURE REGULATOR GAS COCK PRESSURE TO MATCH EXISTING WATER SYSTEM PRESSURE, EWC ELECTRIC WATER COOLER 2" 2" 1/2" 120 1 ELKAY EZSTLBC 15"x19", MCGUIRE NO. H2157CCLK STOP VALVE. MCGUIRE #C8872F TRAP. CLEANOUT (CO) WALL MOUNTED WALL CLEANOUT (WCO) 5 P -TRAP O FLOOR CLEANOUT (FCO) EXTERIOR CLEANOUT (ECO) J.R. SMITH #834 CARRIER. HANDICAP ACCESSIBLE. FCO FLOOR CLEANOUT >" TO 4" CONNECT TO EXISTING 01 PLUMBING PLAN NOTE CALLOUT J.R. SMITH 4020 NICKEL BRONZE TOP FINISH. VANDAL—PROOF SCREWS. GALVANIZED BODY. FURNISHED AND INSTALLED) REFER TO PLUMBING FLOW FIXTURE OR EQUIPMENT SCHEDULES MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR ni FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) BELL & GOSSE T # CB BRONZE BODY, BRASS BALL, CALIBRATED BALANCE VALVE, DIFFERENTIAL PRESSURE FCV CONTROL ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE 1/2" BELOW FINISHED FLOOR BFG "CIRCUIT READOUT PORTS, DRAIN PORT, MEMORY STOP, NAMEPLATE AND 1/2" VALVE BODY DOWN VALVE EXISTING TO REMAIN FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW IE SETTER PLUS" UNLESS SHOWN DIFFERENTLY ON PLANS.SET AND BALANCE TO 0.5 GPM FLOW RATE TRAP PRIMER LINE TFA TO FLOOR ABOVE TFB TO FLOOR BELOW VTR VENT THRU ROOF WC WATER COLUMN UNLESS SHOWN OTHERWISE ON PLANS AND PER MFG. INSTALLATION INSTRUCTIONS. FD1 FLOOR DRAIN 2" 2" J.R. SMITH 2010—A—P050 6"0 STRAINER, NICKEL BRONZE TOP FIINISH, VANDAL—PROOF SCREWS, GALVANIZED BODY, 4" DEEP SEAL, P—TRAP WITH TRAP PRIMER TAPPING. FD2 FLOOR DRAIN 2" 2" J.R. SMITH 2350---PO50 GALVANIZED CAST IRON TOP FINISH, 4" DEEP SEAL, P—TRAP WITH TRAP PRIMER TAPPING. MCGUIRE # H2167CCLK STOP VALVE. MCGUIRE # C8902F TRAP. HT HAIR TRAP 2" FURNISHED BY ULTA INSTALLED BY G.C. LV COUNTERTOP LAVATORY 2" 2" 1/2" 1/2" ELKAY RLLVRI2 LUSTERTONE, 6" DEEP, SELF RIMMING, #18 GA., TYPE 304 NICKEL BEARING STAINLESS STEEL. AMERICAN STANDARD 1340.825 METERING DUAL HANDLE FAUCET, VANDAL—RESISTANT BRASS, REPLACEABLE VALVE CARTRIDGE, ADJUSTABLE FLOW CYCLE, AERATOR 0.25 GALLONS PER CYCLE. MEETS ADA STANDARD. MCGUIRE # 155WC GRID DRAIN WITH OFFSET TAILPIECE MCGUIRE # H2167CCLK STOP VALVE. MCGUIRE # C8902F TRAP. TRUEBRO 'HANDI LAV—GUARD' # 103 INSULATION KIT FOR WATER AND WASTE PIPES. MS MOP SINK 3" 2" 3/4" 3/4" FIAT MSB -2424 MOUNT SUPPLY FITTING 36" ABOVE FLOOR AND VACUUM BREAKER 7'-8' ABOVE FLOOR. FLOOR MOUNTED CHICAGO FAUCET 91 1-1SCP INTEGRAL STRAINER. INTEGRAL STOP VALVE. 3" CAST IRON TRAP. COLOR: WHITE RP RECIRCULATION PUMP 55 Watts 115 1 BELL & GOSSETT NBF-12U/LW 2800 RPM. 2 GPM, 11,5' HEAD, IN—LINE CONFIGURATION. NON—OVERLOADING O.D.P. PROVIDE WITH STRAINER UPSTREAM OF PUMP AND ADJUSTABLE, SURFACE MOUNTED AQUASTAT — HONEYWELL L6006C SK1 COUNTERTOP SINK 2" 2" I/2" 1/2" ELKAY BCR15 CELEBRITY 15"x15"x6-1/8" DEEP, SELF RIMMING, #20 GA., TYPE 304 NICKEL BEARING STAINLESS STEEL. GROHE 32643-001 EUROSTYLE SINGLE HANDLE CENTERSET, CHROME FINISH, CERAMIC CARTRIDGE. MCGUIRE # H2167CCLK STOP VALVE, MCGUIRE # 08902F TRAP. SK2 SHAMPOO SINK 2" 2" 1/2" 1/2" FURNISHED BY ULTA MCGUIRE # H2167CCLK STOP VALVE, G.0 TO REPLACE FLEX TAIL PIECE WITH A SOLID INSTALLED BY G.C. STAINLESS STEEL TAIL PIECE. SK3 COUNTERTOP SINK 2" 2" 1/2" 1/2" ELKAY RLLVRI2 LUSTERTONE, 6" DEEP, SELF RIMMING, #18 GA., TYPE 304 NICKEL BEARING STAINLESS STEEL. GROHE 33986 001 EUROSTYLE SINGLE HANDLE CENTERSET, CHROME FINISH, CERAMIC CARTRIDGE. MCGUIRE # H2167CCLK STOP VALVE, MCGUIRE # C8902F TRAP. TMV1 WATTS LFUSG—B LEAD FREE BRASS BODY, DOUBLE THROTTLING CONTROL, CORROSION RESISTANT INTERNAL THERMOSTATIC PARTS AND INTEGRAL CHECKS, ASSE 1070 COMPLIANT, CAPABLE OF 2.2 GPM W/20 PSI MIXING VALVE DIFFERENTIAL AND MINIMUM FLOW RATE OF 0.5 GPM. MAX. TEMP STOP SET FOR 105 DEGRESS. MOUNT BELOW PLUMBING FIXTURE WHERE INDICATED ON PLAN. TMV2 FURNISHED BY ULTA MAX. TEMP STOP SET FOR 105 DEGREES. MOUNT BELOW PLUMBING FIXTURE THERMOSTATIC INSTALLED BY G.C, WHERE INDICATED ON PLAN. MIXING VALVE TP TRAP PRIMER 1/2" PRECISION PR -500 CORROSIVE RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET AND OUTLET, PLUMBING PRIMERITE AND INTEGRAL VACUUM BREAKER. INSTALL AT MINIMUM 12" A,F.F. PROVIDE WITH DISTRIBUTION # DU -2 FOR TWO, #DU -3 FOR THREE AND #DU -4 FOR FOUR DRAINS. WC WATER CLOSET 4" 2" 1-1/4" AMERICAN STANDARD 3043-102 WHITE VITREOUS CHINA, 17" RIM HEIGHT, 1.6 GPF FLUSH VALVE, BEMIS # 1955—SSC, FLOOR MOUNTED SLOAN ROYAL VALVE ill—YO OPEN FRONT ' SELF SUSTAINING CHECK HINGE SEAT. MEETS ADA REQUIREMENTS. WCO WALL CLEANOUT 2" TO 4" 2" J.R. SMITH 4472 GALVANIZED CAST IRON TOP FINISH. VANDAL—PROOF SCREWS. CENTER LINE ELEVATION OF CLEANOUT SHALL BE 12" ABOVE FLOOR. WH ELECTRIC WATER HEATER 3/4" 1-1 /4" 1-1 /4" 36KW 480 3. A.O. SMITH DRE -80-36 80 GALLONS, 36 KW, 60° RISE, 246 GPH RECOVERY @ 120°F HW, 480 VOLTS — 3 PHASE. FINAL CONNECTION BY P.C. WHA WATER HAMMER ARRESTOR WILKENS/ZURN 1250—A WWB WASHER WALL BOX 2" 2" 1/2" 1/2" GUY GRAY CO. B-200TS 2" CAST IRON TRAP, 17" RIM HEIGHT, INTEFRAL SUPPLY FITTING. 1/2" BALL VALVE SHUT—OFF (ABOVE CEILING). COLOR:GRAY FIXTURETI FIXTURE COLD WATER HOT WATER WASTE VENT WATER CLOSET (FV) 1-1/4" -- 4" 2" LAVATORY 1/2$' 1/2" 2" 2" ELECTRIC WATER COOLER 1/2" -- 2" 2" MOP SINK 3/4" 3/4" 3" 2" SHAMPOO SINK 1/2" 1/2" 2" 2" FLOOR DRAIN -- -- 2" 2" HAND SINK 1/2" 1/2" 2" 2" WWB 7-1/2" WITH SHUTOFF VALVE (SOV) 1 /2„ 2„ 2" I NOTE: PIPE SIZES SHOWN ARE MINIMUM. N VLUMBINU LLQ N® �- ---', DOMESTIC COLD WATER (CW) 4-------� DOMESTIC HOT WATER (HW) 5 -----moi HOT WATER RECIRCULATION (HWR) �_-V-moi PLUMBING VENT ABOVE FLOOR (V) ', -- VBF- 4 PLUMBING VENT BELOW FLOOR (VBF) 5---- S SANITARY PIPING ABOVE FLOOR (S) S- S_ SANITARY PIPING BELOW FLOOR (S) W ---4 WASTE PIPING ABOVE FLOOR (W) S-- W --S WASTE PIPING BELOW FLOOR (W) ---CD-moi CONDENSATE DRAIN (CD) — --ID— --- JS INDIRECT DRAIN (ID) 'r G NATURAL GAS BELOW ROOF (G) 4-- - G - ____, NATURAL GAS ABOVE ROOF (G) S FP FIRE PROTECTION (FP) ELBOW UP & ELBOW DOWN IN PIPING TEE UP & TEE DOWN IN PIPING ELBOW UP & ELBOW DOWN IN PIPING WITH SHUTOFF VALVE (SOV) TEE UP & TEE DOWN IN PIPING WITH SHUTOFF VALVE (SOV) `r---�- ; BALL VALVE -5 SHUTOFF VALVE FLOW CONTROL VALVE T; CHECK VALVE BALANCING VALVE WITH PRESSURE PORTS PRESSURE REDUCING VALVE STRAINER RECIRCULATION PUMP ` WATER HAMMER ARRESTER WITH PDI SIZES: A, B, C, D, AND E GAS PRESSURE REGULATOR GAS COCK UNION TRAP PRIMER WITH DISTRIBUTION UNIT WALL HYDRANT HOSE BIBB CAP CLEANOUT (CO) II WALL CLEANOUT (WCO) 5 P -TRAP O FLOOR CLEANOUT (FCO) EXTERIOR CLEANOUT (ECO) FLOOR DRAIN (FD) SIZE & TYPE ISOMETRIC FLOOR PENETRATION CONNECT TO EXISTING 01 PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION (CONTRACTOR � CT) FURNISHED AND INSTALLED) REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR ni FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) O MECHANICAL OR FIRE PROTECTION NOTE CALLOUT 1 M1 DETAIL REFERENCE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE DN DOWN ETR EXISTING TO REMAIN FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW IE INVERT ELEVATION T TRAP PRIMER LINE TFA TO FLOOR ABOVE TFB TO FLOOR BELOW VTR VENT THRU ROOF WC WATER COLUMN rgaa scoutaons, inc. 5100 River Road, Ste 125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 JOB NUMBER 11104 SHEET NAME P-1.4 THE ABOVE DRAWINGS AND SPCCIFICA NONS AND IDEAS, DESIGNS AND ARRANGENIEN'I S REPT ESEN IED TFIERE13Y ARE AND SHALL REMAIN 'THE PROPERTY OF THIS OFFICE AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECFION Wrm ANY WORK OR PROJECT' OTHER THAN I HE SPECIFIC PROJECF FOR WHICH 'I'HEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT TFIE WRI'FI EN CONSENT OF THIS OFFICE, VISUAL CON FACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSFFFUTE CONCLUSIVE EVIDE=NCE OF ACCEPTANCE OF'I HESE RES TRICFIGNS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL F - PRECEDENCE OVER SCALED DIMENSIONS: CONI RAC FOF S SHALL, VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDI FIONS ON'I"FIE JOB AND THIS OFFICE MUS F BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DE' -'FAILS MUST OE SUBMITTED TO THIS OIFICCFOR APPROVAL BEFORE PROCEEDING WTH FABRICATION. ©2011 RGLASOLUFIONS,INC. 62011 ROBERT G. LYON & ASSOCIAI ES, INC. M DRAWN BY JCM CHECKED BY NEI JOB NUMBER 11104 SHEET NAME P-1.4 I I I I I I I I � I I I I L I I f i I i I I I I I I I I I LU I I, I , I r I r I I � I I I I ,, 1.� L I �y�..�._ �I,�l �L:��.. I 'I 9 rgi a solulmoilgb, frau. 5100 River Road, Ste '125 Schiller Park, IL 60176 p: 847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 DID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS; DESIGNS AND ARRANGE=MENTS REPRE:iEN'I E=D THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THIS OFFICE: AND NO PART THEREOF SHALT. BE COPIED, DISCLOSED TO OTHERS OR USED IN THE CONNECI ION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT' OF THIS OFFICE. VISUAL CONTACT VVI IH THESE DRAWINGS OR SPECIFICA DONS SHALL CONS TITUTE CONCLUSIVE EVIDENCE OF ACCEP I-ANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON I FIESE DRAWINGS SHALLHAVE PRECEDENCE OVER SCALED DIMENSIONS: CONTRACTORS SHALL VE=RIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON'I HE JOB AND'I HIS OFFICE MU`:� r BE NOTIFIED OF ANY VARIATIONS FROM THE: DIMENSIONS AND CONDITIONS SHOWN BY THESE= DRAWINGS, SHOP DL=TAILS MUST BE SUBMITTED TO nin OFFICE FOR APPROVAL BEFORE PP.00EEDING WITH FADRICA TION. I©2011 RGLA SOLUTIONS, INC. C 2011 ROBERT G. LYON & ASSOCIATES, INC. QUy.kLTA A U T Y ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD. SANFORD, FL 32771. DRAWN BY JCM CHECKED BY HEI JOB NUMBER 11104 SHEET NAME P®1.5 I f I I L - — I I I �, I L; I --- _ I � j v _— „I 1 ! i_ � � i it l �— —� I ��W ��.��_�,�_�I�J��.I�I_I�11:�I���ll. � LM � , I ,I�I..Jw.�..._,_�---1-_�__-____.....wr.L..,,��,.._ �L . .��..�,k.� �.1.... .s1�,I 13 " V w m I Z z Z Lu Y 15B1 GENERAL INSTRUCTIONS 15B 1-1 GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION, WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 15B 1-2 DEFINITIONS FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL• NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA); AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TQ THE ENGINEER AS EQUIVALENT TO THE `ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15B 1-3 PREBID SITE VISIT REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-4 MATERIAL AND WORKMANSHIP REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-5 COORDINATION . REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-6 ORDINANCES AND CODES -REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-7 PROTECTION OF EQUIPMENT AND MATERIAL REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-8 SUBSTITUTIONS REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-9 OPERATION AND MAINTENANCE INSTRUCTIONS REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING — GS 1513 1 10 ELECTRONIC.: DRAWIN REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-11 SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND 0— RINGS, FLUSHOMETER REPAIR KITS AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. 1513 1-12 WARRANT/ES REFER TO SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING. 15B 1-13 EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT, TRENCHES SHALL, BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO 'PREVENT CAVE --IN OR SETTLEMENT, DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IFREQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6" LAYERS OF WELL—TAMPED DRY EARTH IN A MANNER TO PREVENT` FUTURE SETTLEMENT, EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS: COMMON EXCAVATION. COMMON H EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B 1-14 COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 15B 1--15 CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND .REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT, 15B 1-16 ROUGH -IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH— IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15B 1-17 CONCRETE BASES PROVIDE CONCRETE BASES FOR HIS EQUIPMENT WHERE INDICATED ON THE DRAWINGS. CONCRETE BASES SHALL HAVE CHAMFERED EDGES. SIZE OF PAD SHALL BE A MINIMUM OF 4" GREATER THAN -THE FOOTPRINT OF THE EQUIPMENT THAT IT IS SUPPORTING. CONSTRUCT EQUIPMENT BASES AND HOUSEKEEPING PADS OF A MINIMUM 28 DAY, 4000` PSI CONCRETE CONFORMING TO AMERICAN CONCRETE INSTITUTE STANDARD BUILDING CODE FOR REINFORCED CONCRETE (ACI 318-99) AND THE LATEST APPLICABLE RECOMMENDATIONS OF THE ACI STANDARD PRACTICE MANUAL. CONCRETE SHALL BE COMPOSED OF CEMENT CONFORMING TO ASTM C 150 TYPE I, AGGREGATE CONFORMING TO ASTM C33, AND POTABLE WATER, EXPOSED EXTERIOR CONCRETE SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE STRUCTURAL DRAWINGS, REINFORCE EQUIPMENT BASES AND HOUSEKEEPING PADS WITH NO. 4 REINFORCING BARS CONFORMING TO ASTM A 615 OR 6X6 - W2.9 X W2.9 WELDED WIRE MESH CONFORMING TO ASTM A185. PLACE REINFORCING BARS 24" ON CENTER WITH A MINIMUM OF TWO BARS EACH DIRECTION, PROVIDE GALVANIZED ANCHOR BOLTS FOR EQUIPMENT PLACED ON CONCRETE EQUIPMENT BASES AND HOUSEKEEPING PADS OR ON CONCRETE SLABS. ANCHOR BOLTS SIZE, NUMBER AND PLACEMENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. CONCRETE EQUIPMENT BASES SHALL HAVE MINIMUM HEIGHTS IN ACCORDANCE WITH THE FOLLOWING: FOR WATER HEATERS, MINIMUM HEIGHT IS 3-1/2. 15B 1-18 STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DQ NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON—STRUCTURAL ELEMENTS. 1513 1-19 .ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING, 15B 1-20 PENETRATIONS SEAL FLOOR AND ROOF PENETRATIONS WATER AND WEATHERTIGHT WITH APPROPRIATE NON— SHRINK, NON—HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON—FIRE—RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PIPING PENETRATIONS OF FIRE—RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE—RATED ASSEMBLIES. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED, SEAL WATER—TIGHT WITH SILICONE CAULK. 15B 1-21 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B 1-22 EQUIPMENT FURNISHED BY OTHERS FURNISH AND INSTALL ROUGHED—IN WASTES, VENTS AND WATER SERVICES. PROVIDE FINAL CONNECTION TO KITCHEN EQUIPMENT, FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED WITH THE EQUIPMENT, INCLUDING TRAPS, STOP VALVES, PRY'S, INDIRECT DRAIN FROM EQUIPMENT TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK, DIVISION 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH—IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AID/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. '15B 1-23 UTILITY CONNECTIONS PROVIDE UTILITY CONNECTIONS REQUIRED AND INDICATED ON ,THE DRAWINGS. INSTALL INTERIOR AND EXTERIOR CONNECTIONS TO "MAINS" AND EXISTING SERVICE LINES COMPLETE AND FUNCTIONING, IN COMPLIANCE WITH THE REQUIREMENTS OF THE CODES HAVING JURISDICTION AND THE SERVING UTILITY INVOLVED. VERIFY THE EXACT LOCATION OF UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS REQUIRING CONNECTION IN THE FIELD PRIOR TO INSTALLATION, WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF SERVICES, VERIFY THAT INSTALLATION WILL TIE INTO THE EXISTING UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY 'THE ARCHITECT AND THE ENGINEER SO THAT AN ALTERNATIVE MAY BE DETERMINED. 15B 1-24 SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW, FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM, NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS, CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR -TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS, FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY—FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE, 15B 1-25 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING 'INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER, THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR' DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 1582 PLUMBING PIPING 15B.'2-1 PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD, HOT AND HOT WATER RECIRCULATION): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T—DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. UNDERGROUND DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE TYPE "K" SOFT TEMPER COPPER 'TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER SOLDER (SILFOS) JOINTS. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE, INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH NEOPRENE GASKET JOINTS. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCFIEUULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454—B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH HUBLESS COUPLINGS. INDIRECT AND CONDENSATE DRAIN OUTSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED OUTSIDE THE BUILDING ABOVE GROUND SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS WHERE ALLOWED BY CODE, TERMINATE AT NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION AS SHOWN DRAWINGS. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. -15B 2-2 PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, HOT WATER RECIRCULATION, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1 ONE—PIECE FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF—SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS— CORNING OR ARMSTRONG, FOR PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS—MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES, PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED PIPING. COVER FITTINGS WITH ZESTON; KNAUF, OR EQUAL ONE—PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 1513 2-3 PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD—FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310-85 COUPLING BY ANACO HUSKY OR APPRQVED EQUAL. JOINTS IN STORM PIPING 6" AND LARGER SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C564 AND FM 1680, ANACO HUSKY #SD -4000 OR CLAMP—ALL "HI TORQUE" 80 IN. LB. PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. 15B 2-4 PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME—PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES, RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT, DIELECTRIC UNION SHALL HAVE A ZINC --PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL—TO—COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B—LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. INSTALL HANGER 'TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B—LINE #133170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B -LINE -#133170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B—LINE# B3100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B—LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B—LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U—BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B—LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B—LINE #133100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #133373 GALVANIZED STEEL. PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3" AND SMALLER. CLEVIS HANGERS FOR 4" AND LARGER SHALL BE B—LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #B3373 GALVANIZED STEEL. INSULATION PROTECTION SHIELDS: B—LINE #83151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND 'THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES 8c CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B—LINE #83031 OR #63033BFAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH D—LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B—LINE #B3058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER — EVERY 6' WITH 3/8"HANGER RODS; 2" — EVERY 10' WITH 1/2HANGER RODS' 2-1/2" AND 3 — EVERY 10WITH 1/ "" " ' 2" HANGER RODS, 4" — EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS; 8" AND LARGER WITH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B—LINE B3093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. ABOVE GROUND' INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER TAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, (LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM, VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE, APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER -FIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE, MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION, WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 1513 2-5 PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B 2-6 PIPE AND VALVE MARKERS PROVIDE MANUFACTURER'S STANDARD PRE—PRINTED, SEMI—RIGID SNAP—ON OR PERMANENT ADHESIVE, PRESSURE—SENSITIVE VINYL PIPE MARKERS. PIPE MARKERS SHALL BE COLOR --CODED COMPLYING WITH ANSI A13.1, INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON—CONCEALED LOCATIONS. 15B3 PLUMBING SPECIALTIES 1513 3-1 WATER HAMMER ARRESTORS AND TRAPS PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER HAMMER, ARRESTORS SHALL BE JOSAM, SMITH, PRECISION PLUMBING PRODUCTS, SIOUX CHIEF, WADE, WATTS, OR ZURN, STAINLESS STEEL BELLOWS TYPE, OR 0—RING SEALED AND LUBRICATED ACETAL PISTON. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE PDI WH -201 INSTALLATION INSTRUCTIONS. PROVIDE WATER—SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE, EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROME—PLATED BRASS. PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER—SEALED SELF—CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE, PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 15B 3-2 CLEANOUTS AND FLOOR DRAINS: CLEANOUTS AND FLOOR DRAINS SHALL BE BY ONE MANUFACTURER IF POSSIBLE. ACCEPTABLE MANUFACTURERS ARE JOSAM, SMITH, WADE, WATTS, AND ZURN. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WITH TEFLON JOINT COMPOUND. FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS. FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4 SIZE FOR PIPES LARGER THAN 4", DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH—IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THEFINISHED FLOOR CONSTRUCTION. WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT SPECIFIC FIXTURE TYPES, INSTALL WALL CLEANOUTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED WITHIN FOUR FEET OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE WALL TO LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED, INSTALL CLEANOUTS ON URINALS AND SINKS WHERE REQUIRED BY CODE. 15B 3-3 VALVES STRAINERS HOSE BIBBS AND UNIONS PLUMBING SYSTEM VALVES SHALL BE CRANE COMPANY OR NIBCO OF MODELS HEREIN SPECIFIED, OR APPROVED EQUAL BY HAMMOND, WALWORTH, STOCKHAM OR MUELLER VALVES. VALVES SHALL BE OF THE BEST QUALITY, DESIGNED FOR 125 PSI STEAM WORKING PRESSURE. INSTALL VALVES ON THE HOT AND COLD WATER LINES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. BALL VALVES: NIBCO #T580 ; TWO PIECE BRONZE BODY, WITH SCREWED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 400 PSI, BLOW—OUT PROOF STEM. CHECK VALVES: CHECK VALVES SHALL BE CLASS 125. CHECK VALVES FOR INSTALLATION IN HORIZONTAL PIPE RUNS SHALL BE OF THE "SWING DISC" DESIGN, HORIZONTAL CHECK VALVES SHALL BE CRANE #137 OR NIBCO #T-413 WITH SOLDERED BRONZE BODY AND BRONZE DISC, CHECK VALVES FOR INSTALLATION IN VERTICAL PIPE RUNS SHALL BE OF THE "VERTICAL LIFT" DESIGN. VERTICAL CHECK VALVES SHALL BE CRANE #29 OR NIBCO #T-480 WITH SOLDERED BRONZE BODY AND BRONZE DISC. THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES SHALL BE WATTS AS DESCRIBED ON `THE DRAWINGS OR EQUAL (POWERS) MEETING ASSE 1070 WITH BRASS BODY, NON—CORROSIVE INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS. SET TEMPERATURE AT 1057 FOR HAND WASHING. UNIONS: FERROUS UNIONS SHALL BE CRANE OR EQUAL, COMBINATION IRON AND BRASS, GROUND JOINT WITH SCREWED ENDS, COPPER UNIONS SHALL BE STREAMLINE OR EQUAL, CAST BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT. FLOW CONTROL VALVES: FOR INSTALLATION IN HOT WATER RECIRCULATION LINES, SHALL BE BELL & GOSSETT CB "CIRCUIT SETTER OR EQUAL BY ARMSTRONG OR NIBCO WITH BRONZE BODY, BRASS BALL, TEE SEAT RINGS, CALIBRATED ORIFICE, MEMORY STOP, READOUT VALVES WITH INTERNAL CHECK VALVES, DRAIN PORT AND SWEAT CONNECTIONS. PROVIDE BALL VALVE, STRAINER AND CHECK VALVE UPSTREAM AND UNION AND BALL VALVE DOWNSTREAM OF EACH FLOW CONTROL VALVE. SET THE FLOW CONTROL VALVES TO THE FLOWS AS INDICATED ON THE DRAWINGS. STRAINERS: STRAINERS 2" AND SMALLER SHALL BE WATTS #S777S1 WITH SOLDERED BRONZE, BRASS CAP AND. MONEL 40 MESH SCREEN. 15B 3-4 HAIR INTERCEPTOR INTERCEPTOR SHALL BE COLLINS, OWNER FURNISHED AND INSTALLED BY CONTRACTOR AS SCHEDULED ON THE DRAWINGS. 1513 3-5 SYSTEM ACCESSORIES THERMOMETERS SHALL BE AMERICAN 3" BI—METAL DIAL TYPE WITH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED, WASH MACHINE CONNECTION BOXES SHALL BE AS SPECIFIEp ON THE DRAWINGS, GUY GRAY OR APPROVED EQUAL, WITH DRAIN CONNECTION AND HOT AND COLD WATER CONNECTIONS. TRAP PRIMERS SHALL BE AS SPECIFIED ON THE DRAWINGS, PRECISION PLUMBING PRODUCTS "PRIME RITE" OR EQUAL BY MIFAB OR SIOUX CHIEF WITH BRASS BODY AND INTEGRAL VACUUM BREAKER. PROVIDE ACCESS PANEL WHERE REQUIRED. 15134 PLUMBING FIXTURES AND EQUIPMENT 1513 4-1 PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN— STANDARD OR APPROVED EQUAL BY CRANE, ELDER, KOHLER OR TOTO—KIKI. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY HALSEY -TAYLOR OR HAWS. PROVIDE MOP SINKS AS SCHEDULED BY STERN—WILLIAMS OR EQUAL BY FIAT OR FLORESTONE. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE, EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME—PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES SEF AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE SEALANT OF A MATCHING COLOR. 1513 4-2 PLUMBING FIXTURE TRIM FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD—FREE STANDARDS OF ANSI/NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. FIXTURE P --TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ZURN. PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS. LAVATORY, SINK AND WATER CLOSET SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT TYPE WITH FULL TURN BRASS STEM, WHEEL HANDLE OR LOOSE KEY TYPES AS NOTED ON DRAWINGS, SHALLOW STEEL FLANGE, 3/8" COPPER RISER FLANGE; ALL CHROME PLATED, FINAL CONNECTION AS REQUIRED: BY MCGUIRE, BRASS CRAFT, EBC OR ZURN. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1-1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ZURN. SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER AND STRAINER BODY WITH 1-1/2" X 4" LONG SEAMLESS BRASS TAILPIECE AND CAST BRASS LOCK AND COUPLING NUTS BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ZURN PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY BROCAR, MCGUIRE, PLUMBEREX "PRO --2000", TRAP—WRAP OR TRU—BRO. PROVIDE FLUSH VALVES AS SPECIFIED ON DRAWINGS: SLOAN OR APPROVED EQUAL BY DELANEY OR ZURN WITH CHROME PLATED BRASS BODY, CHLORAMINE RESISTANT DIAPHRAGM WITH PROTECTED ORIFICE, SCREW DRIVER ANGLE STOP, NON—HOLD OPEN FEATURE AND SWEAT ADAPTER KIT. PROVIDE ADA HANDLES ON ADA COMPLIANT FIXTURES. PROVIDE SOLID PIPE RING SUPPORTS FOR URINAL FLUSH TUBES ANCHORED SECURELY TO WALL WHERE INDICATED ON THE DRAWINGS. PROVIDE LOW CONSUMPTION TYPE VALVES WITH 1.6 GALLONS PER FLUSH FOR WATER CLOSETS AND 1.0 GALLONS PER FLUSH FOR URINALS. 1513 4-3 WATER HEATER WATER HEATER SHALL BE BY A.O.SMITH, BRADFORD—WHITE, LOCHINVAR, STATE, RHEEM OR RUUD WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. IF NOT PROVIDING A.O. SMITH AS SCHEDULED ON DRAWINGS AND SUBSTITUTING, PRIOR APPROVAL AND SUBMITTAL ARE REQUIRED. UNIT SHALL BE ELECTRIC GLASSLINED. TANK TYPE COMPLETE WITH STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND TEMPERATURE & PRESSURE RELIEF VALVE, WATER HEATER SHALL BE UL LISTED AND MEET ASHRAE 90.1B STANDARDS FOR THERMAL EFFICIENCY AND STANDBY HEAT LOSS. RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WITH AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 2107 AND 'THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND TERMINATE 6" ABOVE A FLOOR DRAIN. VACUUM RELIEF VALVE: WATTS #N36 OR WILKINS #VR -10 WITH BRONZE BODY AND SILICON DISC. VALVE PRESSURE AND 250 L E SHALL OPEN AT 0.5 HG VACUUM AND 200 PS BE RATED FOR PSIG WORKING PRE�� DEGREE F. TEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. RECIRCULATION PUMP: SHALL BE BY B&G AS SCHEDULED ON THE DRAWINGS, OR EQUAL BY ARMSTRONG, GRUNDFOS OR TACO, OF ALL BRONZE CONSTRUCTION WITH AQUASTAT AND / OR TIMER, EXPANSION TANK: EXPANSION TANK SHALL BE AMTROL "THERM—X—TROL" AS SCHEDULED ON THE DRAWINGS OR EQUAL BY ARMSTRONG, BELL & GOSSETT, TACO, OR WATTS, UNIT SHALL BE CONSTRUCTED OF WELDED CARBON STEEL LISTED FOR 150 PSIG WORKING PRESSURE, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWINGS. CHARGE TANK WITH AIR PRESSURE EQUAL TO THE STATIC WATER PRESSURE. rgia sowt9A91S, inn. 5100 River Road, Ste 125 Schiller Park, IL 60176 p:847.671.7452 f: 847.671.4200 www.rgla.com REVISIONS: DATE: LL & ULTA REVIEW 01/24/12 BID ISSUE 01/24/12 PERMIT ISSUE 01/25/12 , -_ ` N Yti. , I- - o �- 'r , �t"co �L u — `- C. "- D � w Lj ,_ -= U — Cmca , , u') m CIDF­ Ln - N o ,q N U CJ ti mmmml — - ''rte w - --- t9 (D . , -_ ` N Yti. , I- - o �- 'r , �t"co �L u — `- C. "- D � w Lj ,_ -= U — Cmca , , u') Cm moft swommu em Cm w. ,1° �Y: s , 1, 4 X Iii ! 111 I.M li i. • ya I v ,. Pl.­,, .�,. 1,i �' S r„'t..al9-, THE ABOVE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND ARRANGEMENTS REPRCSEN IED (HEREBY ARE AND SHALL REMAIN 'I HE PROPER FY OF I HIS OFFICE: AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN I HE CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC; PROJL=C I' FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WIThIOU'I"THE WRITTEN CONSENT OF THIS OFFICE. VISUAL CONTACT WITH IHLSE DRAWINGS OR SPECIFIUA I IONS SHALL C ONS TTI'ITTE CONCLUSIVE EVIDENCE OF ACCEP I'ANCE OF THESE RLS I RICTIONS. WRITTEN DIMENSIONS ON ITESE DRAWINGS SHALL HAVE PI ECL=DENCE OVER SCALED DIMENSIONS' CONI PAC TCIPS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDHIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY'I HESE DRAWINGS. SHOP BE FAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. 02011RGLASOLUfIONS, INC. 02011 ROBE=RT G. LYON & ASSOCIAI ES, INC. ',; as I��TAALJT i 1 L + I,� yi u.��' b, w = ULTA #537 MARKETPLACE AT SEMINOLE TOWN CENTER 1751 WP BALL BLVD, SANFORD, FL 32771 PLUMBING DRAWN BY JCM CHECKEDBY HEI JOB NUMBER . f I .I' it ! ' SHEET NAME P-1.6 TID PARTS LIST 4.Q = WHAT IS THE SENSOR HEIGHT?� ~U" ~=� "U0 A ~ USE THE THERMOSTAT LOCATIONS AND HEIGHTS AS SHOWN ON THE MECHANICAL PERMIT ISSUE X /XX/XXI—RD FLOOR PLANS. UK [TAG: QTY: I DESCRIPTION: #: ~_ ~~�` BURGLAR ALARM U~= °�5i 0 = S? °~ ~�~o `rq� A = C&C HAS NOTHING TO D0 WITH THE SMOKE DETECTORS. C&C DOES NOT |MSD\U` �~~ TERMINATE OR INTERFACE THE SMOKE DETECTOR WITH THE RTU OR THE EMS TO POWER' � METER'� � �`~' SYSTEM. PLEASE. CONTACT THE RTU MANUFACTURERS' TECHNICAL SUPPORT FOR � mao�u-v* ��--=~-`� --�.UA' U�. || U U| |N00R|E5 ON CONNECTING THE SMOKE DETECTORS TO THE UNITS.Q | (mPAM UAACTER� SEE I /EM-05 '� NOTE: SEE SEI z/cM-o+ FOR WIRE SCHEooI F PARTS � �- TO: () - TAG: QTY: DESCRIPTION: PART #: MFG.: NOTE: Zone 3 Time ~ I DESCRIPTION: ` MFG.: NOTE: enabled schedole Schedule TID PARTS LIST 4.Q = WHAT IS THE SENSOR HEIGHT?� ~U" ~=� "U0 A ~ USE THE THERMOSTAT LOCATIONS AND HEIGHTS AS SHOWN ON THE MECHANICAL PERMIT ISSUE X /XX/XXI—RD FLOOR PLANS. UK [TAG: QTY: I DESCRIPTION: #: ~_ ~~�` BURGLAR ALARM U~= °�5i 0 = S? °~ ~�~o `rq� A = C&C HAS NOTHING TO D0 WITH THE SMOKE DETECTORS. C&C DOES NOT |MSD\U` �~~ TERMINATE OR INTERFACE THE SMOKE DETECTOR WITH THE RTU OR THE EMS TO POWER' � METER'� � �`~' SYSTEM. PLEASE. CONTACT THE RTU MANUFACTURERS' TECHNICAL SUPPORT FOR � mao�u-v* ��--=~-`� --�.UA' U�. || U U| |N00R|E5 ON CONNECTING THE SMOKE DETECTORS TO THE UNITS.Q | (mPAM UAACTER� SEE I /EM-05 '� NOTE: SEE SEI z/cM-o+ FOR WIRE SCHEooI F PARTS LIST TO: () - TAG: QTY: DESCRIPTION: PART #: MFG.: NOTE: Zone 3 Time TAG: OTY: I DESCRIPTION: PART #: MFG.: NOTE: enabled schedole Schedule Schedule INCORPORATING ULTA' STANDARD LIGHTING AND CONTROL REQUIREMENTS. WE ASK FOR n- OUTDOOR AIR TEMP SENSOR ETO TAC DUCT 1 D RTU -1 WIRE DUCT WITH COVER 122 IBOCO VARIOUS SIZES 123 1 D RTU -3 ZONE SENSOR 3 124 1 D RTU -4 ZONE SENSOR 4 128 1 D EMCP-1 MANAGER'S OFFICE TEMP. 30-0 SWIFT AVENUE, 22 m�c-,C m � a ^v�nmcmo�'n�m �C�A�'m�. LBL 1 UNIT & SENSOR LABELS I hr C&C RTU, DALLAS & EMCP MED T SYSTEM MEDIATOR NBM2400-K9 Cisco OUT 1 DIN RAIL MOUNTED RECEPTACLE 2963860 PHOENIX C&CBUILDING AUTOMATION CO. SHALL PROVIDE THE FOLLOWING EQUIPMENT, PM 1 400A POWER METER H8035-400-3 VERIS MODBUS INTERFACE RES1 1 H EMCP-1 120 OHM RESISTOR � U 2. LIGHTING CONTROL CONTACTOR PANEL LCP-1 OR LIGHTING SMART BREAKER PANELS. RZ-D .2 I ROOM TEMP SENSOR RZ-D Cisco DALLAS CURVE SIP 2 SURGE PROTECTOR DRS -008 EMERSON X TB2 25 TERMINAL 1 3031364 PHOENIX T132 3 TERMINAL BLOCK END CAP, IAP2.5N PHOENIX fluorescents, G4, CIS & G8) & center plexiglass "cove" (G4C & G8C) i Panel B X TB2 24- DIN RAIL 6 contactor Load shedding or Day lighting zone. ' KEY- � MANAGER'S OFFICE FACTORY- INSTALLED WIRING � TEMP SENSOR � N WIRE TAG #: WIRE TYPE: FROM: TO: () - TAG: QTY: DESCRIPTION: PART #: MFG.: NOTE: Zone 3 Time DOCUMENTS. ULTA AND CCBAC HAVE WORKED TOGETHER TO ESTABLISH A PROCESS ASSOCIATED WITH LIGHTING CONTROLS. U @2 ROBERT G. ouw u ^,xocIoTcs. A | U2001100 nn� snLormws' INC'/m�nuoTmws. INC. | | RTU -1 SALON APS 4 AIR FILHER SWITCH — AFS -222 CLEVELAND0 WHICH WHEN FOLLOWED CORRECTLY WILL RESULT IN A QUALITY INSTALLATION enabled schedole Schedule Schedule INCORPORATING ULTA' STANDARD LIGHTING AND CONTROL REQUIREMENTS. WE ASK FOR n- OUTDOOR AIR TEMP SENSOR ETO TAC 121 1 D RTU -1 ZONE SENSOR I 122 1 D RTU -2 ZONE SENSOR 2 123 1 D RTU -3 ZONE SENSOR 3 124 1 D RTU -4 ZONE SENSOR 4 128 1 D EMCP-1 MANAGER'S OFFICE TEMP. 30-0 SWIFT AVENUE, 22 m�c-,C m � a ^v�nmcmo�'n�m �C�A�'m�. nAr SOUTH SAW FRANC|SC0, CA 94080-8221 X I hr 3 �CC,COW CCBAC: PHONE: (650) 292-7450 PAX 292-7400 EWAEMAIL:ULDA@� coo X ' TYPICALLY ULTA WILL ISSUE A PURCHASE ORDER TO CCBAC FOR THE SYSTEM. m00 Co � 141 1 D RTU -1 OUTSIDE PHOTOCELL (ROOF) Customer lighting level (rest of type 'U' lighting & V lighting) please note that C&CBUILDING AUTOMATION CO. SHALL PROVIDE THE FOLLOWING EQUIPMENT, >� 181 1 H EMCP-11 STORE SWITCH 2, PORT 20 182 1 H EMCP-1 STORE SWITCH 1, PORT 20 � U 2. LIGHTING CONTROL CONTACTOR PANEL LCP-1 OR LIGHTING SMART BREAKER PANELS. C,00 X X )ING AUTOMATION SCOPE OF WORKI ULTA STOFES NO, ENERGY MANAGEMENT SYSTEM GENERAL RECKAFEMENTS CCBAC APPRECIATES YOUR BUSINESS AND LOOKS FORWARD TO COMPLETING A SUCCESSFUL ULTA PROJECT WITH YOUR COMPANY. PLEASE BE AWARE THAT MUCH .�.,.. ..,~ . . ......�^� WIRE RUNOUT SCHEDULE 4. THE RTU TEMPERATURE SENSORS ARE PROVIDED BY THE UNIT MANUFACTURER WHEN EMCP-1 WIRING DIAGRAM A BACNET CONTROL IS INSTALLED ON THE RTU. EM -01 SCALE: N.T.S5. A COMPLETE SET OF CAD DRAWINGS INDICATING ALL WIRE RUN3, LIGHTING CONTROL INTERFACES, AND EMS EQUIPMENT LOCATIONS. O. ELECTRICAL DEMAND METER WITH CURRENT TRANSFORMERS, SIZED TO SUIT THE MDP INCOMING FEEDERS. UNIT CONTRO[LIER ROOFTOP UNIT C&CBU|LD|NG AUTOMATION CO. SHALL PERFORM ONSITE EMS TERMINATIONS AND `--/ TEST|NG.|NCLUD|NG: RD 00 AM TAK M 020" 03�'"""`" 1. ALL FINAL LOW VOLTAGE' COMMISSIONING & TESTING TO -THE EMS DEVICES,, SALES SALES SALON OFFICE PANELS AND SENSORS, RTU SENS0R3, CO2 SE#SOR, OSA, PHOTOCELL, MOU8US TO (E) TO mmw sASp«w�� DEMAND METER. SEE cw oo -fmw 2. SCHEDULING IS CRITICAL; CCBAC MUST HAVE MINIMUM 10 DAYS NOTICE OF co �i R11 -WE� RIO CONTROL ON 01 M4 COMPLETED EMS INSTALLATION PRIOR TO DATE REQUIRED OW-S|TE. FAILURE TO ADVISE WITH NOTICE WILL DELAY YOUR TERMINATION OR REQUIRE ADDITIONAL OE NJ \- i � i �! � i FEES. 5 4 'jj' '!� -E) � l CCBAC IS REQUIRED TO ASSESS AND REPORT ALL CONTROL AND CIRCUITING L$ 153 867 -0 YI-CGOU`-0 Y2-COUL2 �-�~ / / RELATED ISSUES TO ULT\ STORES. .j YW— F 03 M ()Exa.--�--�----�'��-T----\ 4. A CCBAC TECHNICIAN WILL ASSESS THE SITE STATUS AND ADVISE THE ELECTRICAL / \to COMMON' ---------- 6 ! ! AND GENERAL CONTRACTOR OF ANY INCORRECT CIRCUITING OR WIRING ISSUES. MffAL BE—/ | \ \-�-�---�-����������� ������" -�-\ ! ! THESE MUST BE CORRECTED IMMEDIATELY T0 AVOID FURTHER FEES OR DE. 20E� QM /-- �-\ / / -' 1 1D`=T� / / / / i � \ ! L- ELECTRICAL CONTRACTOR SCOPE OF WORK ! ! i 12OVAC 1 20 F26 Q (�\ /�\ \�<� \�' �� `__' `_�' `__�LAN MDP �--~ + �_~ �----_� 3[E me^�veo�wwor^wo"�mnmnnwx ALARM I! i i -Z i f�`: - 4�- 1 03 [-----] �------� L----�-J L���_�JL____] 1 MOUNT ALL EMS CONTROL ENCLOSURES AND ROOF SENSOR CAN ASSEMBLY. AND ms��cmawxAND ^nmwwsws�m EM -03 L__��_,_J ' � REPRESENTED n/snee,mEAND nnALL Kim - 2 PROVIDE, INSTALL AND SECURE ALL NECESSARY CONDUIT PER EMS DRAWINGS AND xcwmwmcp"m"em,nrmmorn"s�AND 1 -05 Outdoor Photocell F- LEGENDi ' ' ` mop^mmcnsvrSHALL osoo,/eo � 1 41 3PEC|HCAT|0NS. u/vxmucoromvumouv�o/��s /�� u�x mo - EMS onowmmo/pwmnmo x�cm ' l OBTAIN FROM CCBAC AND INSTALL CABLE NECESSARY TO THE EMS AS SHOWN ON THE cnwwemmw=nxANY WORK ^nrmucm — — — — — — — — — - I -L -- T I-aT ojt��F� \w�' m EQUIPMENT LIST oomwm� cou/pmo« �. � E�S BLU[pR|NTS m*enrx^wr*e,peom�pxoJccrmn -------------- / � wx/uxn'sromauss*�em°�^wo �n/w«»��w�»w i / 4 ALL LINE VOLTAGE POWER TERMINATIONS TO THE [W� CONTROL PANEL (E�CP1) AND DEVELOPED WITHOUT «vw�~ i / ! � ` ' vrTHIS vmoc VISUAL CONTACT WI TIT Ria! "°~�* U__ m =KO G Air Filter Switch tdoor Enclosure | 3EE J E� O4 LIGHTING CONTROL PANEL ('CP1) AS NEEDED n/cusuw�//w�v"n,�ur/�TmwS Sx^u PSP24CA ,*.� �_'c��xr*c ' ' _ _�'6_ - - - -� � ����� - - - -`-�-�- - - -- -�- - - -- -�� � v�-^-`'~� 5� |NSl�LL �|RE AND TER�|N�� H�H V0LTACE'C0NNECTON3 AND CURRENT �w n ' ' ss�-wpmv�c���m�� TRANSFORMERS FOR TENANT ELECTRICAL DEMAND METER. 0 W d� - 8. COORDINATE WITH CCBAC TU SCHEDULE A SITE VISIT WITH ADEQUATE NOTICE TO MEET Wm"w�uTHESE 122 REF. SHALL '~~^^`~^~^`^ OVER RD NOTES:�UI�DWG, SCHEDULE. o/ws�wwu'`,*w,�qup xHAu"E,IF, 7 CORRECT PUNCH UST ITEMS F0UND DURING THE SITE AND uo�sn�umLsm*^uv/mswm�S 1 �mnc BY omo. wsm��o � mmco u, cao� - ' .~~^~~~..~..~,..^.~~'`.,~..~ �PROVIDEDOFFICE MUST BE NOTIFIED OF ANY � �o�m�� `~THE ' u� s - D� DO N0T DR|LL THETOP R|�HT HAND %|DE UR R|CHT S|DE 0F E�CP-1. ���;�����N BY THESE - UK |� » nour MOUNTED DEVICES. CONTRACTOR o TO _mov usmmn- m mwmoc -_ ELECTRONIC "�,/^ |NC|0E^ nm,orm/�wvm,osuoowmsommm LOCATION IF RTU -1 PROVES /�msoux�. PROCEEDINGvrnocmum~,nov�osrO= y r«nT LIST O. EC SHALL INSTALL ALL POWER MONITORING, COMMUNICATION WIRING AND TERMINATIONS wnxm^moxn^w.ROOFTOP UNIT SCHEDULE: =" / + CONNECTIONS m FACIUHT uXm / um/xouER EM -03 || || PRE -PLANNING AND COORDINATION HAS BEEN DONE PRIOR TO YOUR RECEIVING THESE Security contact () - TAG: QTY: DESCRIPTION: PART #: MFG.: NOTE: Zone 3 Time DOCUMENTS. ULTA AND CCBAC HAVE WORKED TOGETHER TO ESTABLISH A PROCESS ASSOCIATED WITH LIGHTING CONTROLS. U @2 ROBERT G. ouw u ^,xocIoTcs. A | U2001100 nn� snLormws' INC'/m�nuoTmws. INC. | | RTU -1 SALON APS 4 AIR FILHER SWITCH — AFS -222 CLEVELAND0 WHICH WHEN FOLLOWED CORRECTLY WILL RESULT IN A QUALITY INSTALLATION enabled schedole Schedule Schedule INCORPORATING ULTA' STANDARD LIGHTING AND CONTROL REQUIREMENTS. WE ASK FOR n- OUTDOOR AIR TEMP SENSOR ETO TAC 1111-11flination defined in the EMS YOUR COOPERATION AND ASSISTANCE IN BUILDING AND C0WW|33|ON|NC THIS STORE. X X - no ��N~E ��` A) THE ENERGY MANAGEMENT SYSTEM (EMS) WILL BE PURCHASED FROM & PROVIDED BY: X X C BUILDING AUTOMATION CO INC. "CCBAC" LICENSE N0' 804230 = -� -� � Employee lighting, General lighting Type U fixtures - Zone 2 X 30-0 SWIFT AVENUE, 22 m�c-,C m � a ^v�nmcmo�'n�m �C�A�'m�. nAr SOUTH SAW FRANC|SC0, CA 94080-8221 X I hr 3 �CC,COW CCBAC: PHONE: (650) 292-7450 PAX 292-7400 EWAEMAIL:ULDA@� coo X ' TYPICALLY ULTA WILL ISSUE A PURCHASE ORDER TO CCBAC FOR THE SYSTEM. m00 Co � X ^D-- cc `- Customer lighting level (rest of type 'U' lighting & V lighting) please note that C&CBUILDING AUTOMATION CO. SHALL PROVIDE THE FOLLOWING EQUIPMENT, >� PRE -FABRICATED FOR THE PROJECT: cao � � 1. MAIN ., EL EMCP-1, AND RELATED HARDWARE.-- - � m_ � U 2. LIGHTING CONTROL CONTACTOR PANEL LCP-1 OR LIGHTING SMART BREAKER PANELS. C,00 X X 5 Fourth Customer lighting zone (per override zone size), General lighting Type U fixtures. - Zone 4 .�.,.. ..,~ . . ......�^� WIRE RUNOUT SCHEDULE 4. THE RTU TEMPERATURE SENSORS ARE PROVIDED BY THE UNIT MANUFACTURER WHEN EMCP-1 WIRING DIAGRAM A BACNET CONTROL IS INSTALLED ON THE RTU. EM -01 SCALE: N.T.S5. A COMPLETE SET OF CAD DRAWINGS INDICATING ALL WIRE RUN3, LIGHTING CONTROL INTERFACES, AND EMS EQUIPMENT LOCATIONS. O. ELECTRICAL DEMAND METER WITH CURRENT TRANSFORMERS, SIZED TO SUIT THE MDP INCOMING FEEDERS. UNIT CONTRO[LIER ROOFTOP UNIT C&CBU|LD|NG AUTOMATION CO. SHALL PERFORM ONSITE EMS TERMINATIONS AND `--/ TEST|NG.|NCLUD|NG: RD 00 AM TAK M 020" 03�'"""`" 1. ALL FINAL LOW VOLTAGE' COMMISSIONING & TESTING TO -THE EMS DEVICES,, SALES SALES SALON OFFICE PANELS AND SENSORS, RTU SENS0R3, CO2 SE#SOR, OSA, PHOTOCELL, MOU8US TO (E) TO mmw sASp«w�� DEMAND METER. SEE cw oo -fmw 2. SCHEDULING IS CRITICAL; CCBAC MUST HAVE MINIMUM 10 DAYS NOTICE OF co �i R11 -WE� RIO CONTROL ON 01 M4 COMPLETED EMS INSTALLATION PRIOR TO DATE REQUIRED OW-S|TE. FAILURE TO ADVISE WITH NOTICE WILL DELAY YOUR TERMINATION OR REQUIRE ADDITIONAL OE NJ \- i � i �! � i FEES. 5 4 'jj' '!� -E) � l CCBAC IS REQUIRED TO ASSESS AND REPORT ALL CONTROL AND CIRCUITING L$ 153 867 -0 YI-CGOU`-0 Y2-COUL2 �-�~ / / RELATED ISSUES TO ULT\ STORES. .j YW— F 03 M ()Exa.--�--�----�'��-T----\ 4. A CCBAC TECHNICIAN WILL ASSESS THE SITE STATUS AND ADVISE THE ELECTRICAL / \to COMMON' ---------- 6 ! ! AND GENERAL CONTRACTOR OF ANY INCORRECT CIRCUITING OR WIRING ISSUES. MffAL BE—/ | \ \-�-�---�-����������� ������" -�-\ ! ! THESE MUST BE CORRECTED IMMEDIATELY T0 AVOID FURTHER FEES OR DE. 20E� QM /-- �-\ / / -' 1 1D`=T� / / / / i � \ ! L- ELECTRICAL CONTRACTOR SCOPE OF WORK ! ! i 12OVAC 1 20 F26 Q (�\ /�\ \�<� \�' �� `__' `_�' `__�LAN MDP �--~ + �_~ �----_� 3[E me^�veo�wwor^wo"�mnmnnwx ALARM I! i i -Z i f�`: - 4�- 1 03 [-----] �------� L----�-J L���_�JL____] 1 MOUNT ALL EMS CONTROL ENCLOSURES AND ROOF SENSOR CAN ASSEMBLY. AND ms��cmawxAND ^nmwwsws�m EM -03 L__��_,_J ' � REPRESENTED n/snee,mEAND nnALL Kim - 2 PROVIDE, INSTALL AND SECURE ALL NECESSARY CONDUIT PER EMS DRAWINGS AND xcwmwmcp"m"em,nrmmorn"s�AND 1 -05 Outdoor Photocell F- LEGENDi ' ' ` mop^mmcnsvrSHALL osoo,/eo � 1 41 3PEC|HCAT|0NS. u/vxmucoromvumouv�o/��s /�� u�x mo - EMS onowmmo/pwmnmo x�cm ' l OBTAIN FROM CCBAC AND INSTALL CABLE NECESSARY TO THE EMS AS SHOWN ON THE cnwwemmw=nxANY WORK ^nrmucm — — — — — — — — — - I -L -- T I-aT ojt��F� \w�' m EQUIPMENT LIST oomwm� cou/pmo« �. � E�S BLU[pR|NTS m*enrx^wr*e,peom�pxoJccrmn -------------- / � wx/uxn'sromauss*�em°�^wo �n/w«»��w�»w i / 4 ALL LINE VOLTAGE POWER TERMINATIONS TO THE [W� CONTROL PANEL (E�CP1) AND DEVELOPED WITHOUT «vw�~ i / ! � ` ' vrTHIS vmoc VISUAL CONTACT WI TIT Ria! "°~�* U__ m =KO G Air Filter Switch tdoor Enclosure | 3EE J E� O4 LIGHTING CONTROL PANEL ('CP1) AS NEEDED n/cusuw�//w�v"n,�ur/�TmwS Sx^u PSP24CA ,*.� �_'c��xr*c ' ' _ _�'6_ - - - -� � ����� - - - -`-�-�- - - -- -�- - - -- -�� � v�-^-`'~� 5� |NSl�LL �|RE AND TER�|N�� H�H V0LTACE'C0NNECTON3 AND CURRENT �w n ' ' ss�-wpmv�c���m�� TRANSFORMERS FOR TENANT ELECTRICAL DEMAND METER. 0 W d� - 8. COORDINATE WITH CCBAC TU SCHEDULE A SITE VISIT WITH ADEQUATE NOTICE TO MEET Wm"w�uTHESE 122 REF. SHALL '~~^^`~^~^`^ OVER RD NOTES:�UI�DWG, SCHEDULE. o/ws�wwu'`,*w,�qup xHAu"E,IF, 7 CORRECT PUNCH UST ITEMS F0UND DURING THE SITE AND uo�sn�umLsm*^uv/mswm�S 1 �mnc BY omo. wsm��o � mmco u, cao� - ' .~~^~~~..~..~,..^.~~'`.,~..~ �PROVIDEDOFFICE MUST BE NOTIFIED OF ANY � �o�m�� `~THE ' u� s - D� DO N0T DR|LL THETOP R|�HT HAND %|DE UR R|CHT S|DE 0F E�CP-1. ���;�����N BY THESE - UK |� » nour MOUNTED DEVICES. CONTRACTOR o TO _mov usmmn- m mwmoc -_ ELECTRONIC "�,/^ |NC|0E^ nm,orm/�wvm,osuoowmsommm LOCATION IF RTU -1 PROVES /�msoux�. PROCEEDINGvrnocmum~,nov�osrO= y r«nT LIST O. EC SHALL INSTALL ALL POWER MONITORING, COMMUNICATION WIRING AND TERMINATIONS wnxm^moxn^w.ROOFTOP UNIT SCHEDULE: =" / + CONNECTIONS m FACIUHT uXm / um/xouER EM -03 || || ` ' ` LIGHTING 0 SCHEDULE ' ZONE CIRCUITS CONTROLLED REMARKS I TEID ompLOYs[ LIGHTING - AREA 1 c TEID EMPLOYEE LIGHTING - LEVEL 2 EMPLOYEE uvVTMG - VALENCE & o xm RECEPTACLES U * Too CUSTOMER UOHT|Mn - LEVEL 1 U Circuit/ Contactor UNIT, LOCATION: I MANUFACTURER: I MODEL NO : I SERIAL NUMWKRt-- Security contact () - TAG: QTY: DESCRIPTION: PART #: MFG.: NOTE: Zone 3 Time woxu��^movuuvusmp /w ��mm �ncmosms nm MFG.N u o- w_w roxox��a�mmwop-1 o DEVICE PROVIDED BY UNIT MAmuemmxsn INSTALLED BY ELEC.RTU-4 ASSOCIATED WITH LIGHTING CONTROLS. U @2 ROBERT G. ouw u ^,xocIoTcs. A | U2001100 nn� snLormws' INC'/m�nuoTmws. INC. | | RTU -1 SALON APS 4 AIR FILHER SWITCH — AFS -222 CLEVELAND0 — enabled schedole Schedule Schedule SALES n- OUTDOOR AIR TEMP SENSOR ETO TAC ` ' ` LIGHTING 0 SCHEDULE ' ZONE CIRCUITS CONTROLLED REMARKS I TEID ompLOYs[ LIGHTING - AREA 1 c TEID EMPLOYEE LIGHTING - LEVEL 2 EMPLOYEE uvVTMG - VALENCE & o xm RECEPTACLES U * Too CUSTOMER UOHT|Mn - LEVEL 1 U Circuit/ Contactor Description Security contact Zone I tirne Zone 2 rime Zone 3 Time 11 Lights offoNLY Separate override Status Duration of override as Grou enabled schedole Schedule Schedule override_ requir d 1111-11flination defined in the EMS Employee lighting (minus under valence lighting), General lighting Type U X X TBD EXTERIOR AND SIGNAGE o n 8� X X 2 Employee lighting, General lighting Type U fixtures - Zone 2 X X a ^v�nmcmo�'n�m �C�A�'m�. nAr X X I hr 3 Employee lighting - valence lighting and employee level receptacles. X X X X Customer lighting level (rest of type 'U' lighting & V lighting) please note that type 'V' lighting is 120V incandescent (not 277V like all other lighting), General X X X 5 Fourth Customer lighting zone (per override zone size), General lighting Type U fixtures. - Zone 4 X X X 1hr Customer decorative lighting level - upper valence lighting (single tube fluorescents, G4, CIS & G8) & center plexiglass "cove" (G4C & G8C) i Panel B X X X 6 contactor Load shedding or Day lighting zone. X X X 1hr Exterior signage plus arry exterior lighting required by ILL to run through the X X X 1hr AFTER STORE OPENING, PLEASE CONTACT C&C BUILDING AUTOMATION SERVICE DEPARTMENT AT (888) 446-1295, MAIN DISTRIBUTION PANEL SEE EM -02 YELLOW CT UNE LOAD WHEN EMCP AND MDP AREIN THE BLACK CT YW SAME ROOM. USE GGOV TYPE 8 YW/BK CABLE BETWEEN THEM. UNELOAD --- B@ TO LOAD TRANSITION FROM 6OUV TO 4M BO— CLASS 2 CABLE WHEN MUP AND K n SHOWN BELOW. | mE | »*wE | WIRING DESIGNATIONS ALL WIRE MUST BE STRANDED COPPER NO SPLICING ALLOWED. ALL RUNS MUST BE CONTIN OUS. SUPPLIER: CONTRACTORS WIRE & CABLE (800) 444-8816 TAG DESCRIPTION PART NO. AWG COND TW. PAIR? SHIELD? Typically scheduled on 5 rninutes before the store opens and scheduled off (either) 5 minutes / Zone 2 Lighting Zone after store closing or directly at storeclosing, WITH TERMINAL BLOCK. NOTE. TBD EXTERIOR AND SIGNAGE o n 8� PROVIDED ^JOB non�momm,m*roo , zmo��mm�mx�^ .�w��mmrpm�mao n. NUMBER u a ^v�nmcmo�'n�m �C�A�'m�. nAr A0.� | N -----' --------� --- mo - RD V U U | | | || || 1 l 1 | 8WIRE SCHEDULE nm�w� | | U U CooTnwsx UCHnNo -LEVsL z --- � ��1 `E-M-�~1 u^^� �/�o TBD | Pr0Qranno8gngceues TO EMP—F/�'H U | 3 | | | V �m nus��ER�CHTmo - nov� Zone I Lighting Zone � security system ~ SH S SH W S Dmncxnwo Typically scheduled on 5 rninutes before the store opens and scheduled off (either) 5 minutes / Zone 2 Lighting Zone after store closing or directly at storeclosing, WITH TERMINAL BLOCK. NOTE. TBD EXTERIOR AND SIGNAGE o n 8� PROVIDED ^JOB non�momm,m*roo , zmo��mm�mx�^ .�w��mmrpm�mao n. NUMBER u a ^v�nmcmo�'n�m �C�A�'m�. nAr