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221 Towne Center Blvd 16-309 (rev) (a)
' ' I I - , I . � I - -1 . . � I .1 - I � � . - - I I . -_ . � - I'x i- - __"�" - I - - � .- - . ___ - . - - I � - I -_ , � -, I I I � -_ . ".� . I ' "- - - " ' ' ' ' . � . _Z1 '� I . I � - 1. I . . . . . . - - I . . q I � . I . . ' . I I I I I I I . I . � � . . I I . . . . I � � . I - I .- - . - I . ". ,� . � I "I 4 . . . . . I I I I - __ . -_ , -_ - _ -_ b I ,. . . I I I I I 1� I - � [� _11 . I " I I I ' � - I I � . . I . � . . I . I I � I . � . 1. I '� 14_�_', - . � ! . j . . . .. I . � . RESPONSIBILITY SCHEDULE . . 1. DRAWING INDEX, � I i I . . I � I I I ' I . I I . � �. � � . . . . I � . * Note: All items co I ntained within Owner 0 � I I . �. . I i . ! . . I . . - I � . Landlord G.C. ul 10 - I . �. � L I TT L E . � . these contract documents are to be W I � . ' . D � 9 - . . I - I � t" the responsibility of the General � DIVERSIFIED ARCHITECTURAL CONSULTING '� . 0 0 0 �C% U) I I I I � . . . . I Contractor unless otherwise noted. W W W W _j 0 I I I � a: -, T _j 3E _j cr_ � Lu . � I � I � -1 D - D) _j U) -J W �_ �� � 8 - I . I � . � . � Z < H 7 - I I . � . I W 1-- z � W � 00 P I I . .1 0� 0 I I U) U) U) z M W . D Z) D =) 6 - � I � r ITEM / DESCRIPTION z z LL i� W U) 'I i � ___ ____ _____ - __ __ __ � . . - > - , . 5 - � � . . . I 1 4 - I . . . . 5815 Westpark Drive Charlotte, NC 28217 , . I'll-, -1- 1w ��-� C"",""'!"'!"', �'-"' I '� �11 " �� " " I T: 704.525.6350 F: 704.561.8700 1 " " " " " " , � t, , ,,, 3 t t t t t k"11'.'_' L'.'14 "'I'M t' 'Ur"w"""A", " � I I " , , , , , , I " " " " " " , : '2""W �' ""t�j " t", � po 0"',' � �"'�* "LAN*�� ��-��';,i',.��.",����,���,���"", � " � � � � � ' "' " _"' ""' "' '1111 11 9 § � , � � I It IV - . . I I I 11-1 -1 mi"101 ,. I HITEMRA,130 �e--,,--,-'--',-t,,,,'' ' - I I I 11 R"0',1",',',""'�'' " � I � . .�.. -, = . I I . I ... * I I . � ... �' ,' I . � I I 40'. , 0 2 OWNER REVISIONS (PERMIT ISSUE) 04-06-16 PARTIAL HEIGHT WALLS AT PRO CENTER . SEE PLAN FOR WALL TYPES � ".. ...'.��i ... k. . . I * ' ...... 11 le I I I I w w w . I I t t I e o n I I n e . c o m . "I 1. .1 - I . � I I . � ..' _.... I ISSUE FOR BID - 03/23M6 I I I I � ,., -*1..;:.*.-..i . . PARTIAL HEIGHT WALLS AT DESIGN CENTER �:' , .. ... . ; _::.'�*"'. 0 0 .. . � ... *w'.... *.-..-_V1` I I . __ � - - I . 1 PLAN REVIEW RESPONSE -02-03-16 . I I ,��`.., -I.- � I . . .. ,,,_'=- � � I I I I AUTOMATIC ENTRANCE DOORS � .,' ..... . G.C. TO COORD. / PROVIDE TAKE -OFF 0 ISSUE FOR PERMIT - 01/14/16 1 1 7 his drawing and the desiSn shown are thepropedy � � , �'�..' " I ... i..... .. .... � I . ... � '. , , - - � , - -1 ...... .... .. _. ... _'_ . . ....... � I ....... ..�;'..,_ � of Liak DiverjifiedArcbitectural Consuking. The !::: ... i;;_%i-1 I - CONCRETE FLOOR FINISHING ,:; * ;i G.C. TO COORD. / PROVIDE TAKE -OFF . � . -';'_ :t" .... .. i e]M! I . I - - . __ ___ ....."',". 7"..", - � . I N'.."...'.... repmducNon, copying or other use of this drawing ..... . ... . . � � I I ' - �.�.�InE 4. * I I . . I . I OFFICE PACKAGE FLOORING � ,.:= - 0 . . . with . .- I out their x7ilten consent isprohibiled and any I I I ... " --=-.�� � I - - I I I I I I I I ,.; ......... . . . '�" I . k . . . TOILET ROOM FLOORING ;E'.' . V i 0 0 GENERAL . infiingetwent will be su�ied to le action. . , � �_zl ,. : 1� ... '�F_ 1.f.-' . .. . - . ..... ;- I I -1. i.� I I-. I.. -1 . . . . . . --i. - _.... I ,,,k�, - , = n. . AOOO INDEX SHEET . TOILET ROOM WALL TILE I �'*._,, .** 0 0 . . @ Little 2016 . - ., � -',-� "-.� I . ,:::: ... .. . I ." , � A001 CODE / LIFE SAFETY PLAN x X X I � 1. �'.,.�' ..*,. WALL BASE .*Q,** _*1.9 ... . I . ,- "..' ' ATIONS AND ACCESSIBILITY STANDARDS I TX . !�,-.'...' �.'.� A002 X ,. _ - -1 .1 . - . 1-1 - . .... . . ..... " I'. � . PAINT ",.0'.. - 0 . I " I I ,. !�-.. I.. 11 I ....... ;%.. ,1 1 -ii . . I . � . ::;i...". �::11*-' . - � . CIVIL . . I � I . . -, *0 ... � V. I I I . I I ,_ I I . SUSPENDED MD DRYWALL COUNGS I �:�J_�." *.*'�"' � _Z� .."*�" ... I : '......".ii.�.' , ..... _, I I . cool SITE PLAN � X X �. . - -1 ��':.. ,..-`_,� I . I I I - ... � ... 0, . . I I I . I I ' I . . --l-d- I r1l.; I . ... ... I . . I . �,'. I � . .. LI.- TOILET PARTITIONS � .' ' " 0 . I � . � I �� .:: - I . I � I I . . . I �..":.*..'.H,11 ', - I I . I . I I � . . - . . I � I.N...." 7";_. � I ARCHITECTURAL . ,'. I D . I . . I I - . � `�"`-' . 1. I I 1: � I'll .1 11 � I . � � I GRANffE VANITIES ' . ".:'.��,' '�* li 0 0 - - . . . I ,. , �4�� .*�"��" I I �. I � ...... - . ..... I.. Al 00 OVERALL SITE PLAN X I . . _1 - _ . . . . � X X - . . . I I I" wi.' �e'.' F .... t � - , GRAB BMS " .: 0 X x 2233 LAKE,PARK . I � -P i I - __, AD101 DEMOLITION FLOOR PLAN & ELVATION ::::I� V -.11-11: I I - � . ';:1i .... . �: ."'T" - I :� .... 11 .4 ... A101 FLOOR PLAN X x _X I . TOILET ROOM MIRRORS - W.: ,�* ... i * � DRIVE SUITE 400 1 1 :*1*q_1.1.r �� I - � .- - , .... '', . .' __ - .... Al 02 REFLECTED CEILING PLAN x X, X I I SMYRNA, GA 30080 . .. �'.' i I I . . . . HAND DRYER - [.� I 0 G.C. TO PROVIDE WOOD BLOCKING . I . : , . T T o AM R A N N :_�":. , :*;; W::E A201 ROOF PLAN X X X . ;:::�: .'::::i, � - " I-; � I �. , . . . I � 7 . . TOILET TISSUE DISPENSER 41.� ...... �_. 0 G.C. TO PROVIDE WOOD BLOCKING A202 ROOF DETAILS X X ' . . . , 11*� ... '.� �.'.' I . . I ... � ... I I - - -1 - - � I ..... .. -- I X , � � .��l '�'�'.�,� -�'.��,-�k.l I � SANITARY NAPKIN DISPOSAL I - 0 G.C. TO PR A301 EXTERIOR ELEVATIONS X - I . - , - I " . .. . . I . ...... V. , 11 I � �' � � I '. � . I C .... 1 - - A302 ENLARGED FRONT ENTRY AREA X X X - � . ' ' "I `�: I � -1 1. I . � - . . � - - , - - I . . .. ".. " STORE #1 72 1 SOAP DISPENSER .',Ipru. :'*_A'�.- 0 G.C. TO PROVIDE WOOD BLOCKING A303 ENLARGED PRO ENTRY AREA . . x X , PROJECT NAME I I I 1. - W,:11 - - I X - - I �� `;", "' - � � � . . ,: ...... ; .... I I I I I j!_::::. ,... -"...� I ! , I I I .6".1 0 G.C. TO PROVIDE WOOD BLOCKING . A304 PLAN DETAILS . X X I X . . - I I� .-.'�'*', �.' - . .. " .� - � * * . I - - ... I � - . A401 � WALL SECTIONS X x X . I :'�...' . . * - e I I � . HAND TOWEL DISPENSER . 4 � ",��'.....'...' - 0 PAPER TOWELS ONLY -BY VENDOR I I - _ - -1 '. . . 221 TOWNE CENTER BLVD. I I ... '�'_-n� I I - * I I I I "' 1. _, . . - A402 WALL SECTIONS X X X . '-'x.',v�." _;w_-, I - . I I - BUILDING SIGNAGE 11 ,� "'..'. 1.1'....' . � ; 0 * SIGN PANELS BY VENDOR (SEPARATE PERMIT * . . . I I - ., - - . I .-'.".-,"-.: _�;-'�*L'1�17 I G.C. TO PROVIDE POWER AND COORDINATION A501 ENLARGED OFFICE AREA PLAN. ELEVATIONS & DETAILS I X X X I I I I - . 1. . I �1'1";**.' " 'I"... - X.. SIGN PANELS BY VENDOR (SEPARATE PERMIT . . � .', 91gZ It --W - ... : ... :. ..7.-'..'.".*'..-.'..-' is a ..... - - A502 ENLARGED RESTROOM PLAN, ELEVATIONS & DETAILS X X X , . I 11 � �*.'�.'.'. 'i.'--'*=; G.C. TO PROVIDE POWER MD COORDINATION I . � ... 1 . I.- . � I I - .1 � . - I-, . . I FLORIDA 32771 * .,��' *�' ... 1.1;0 A503 ENLARGED PLAN, ELEVATIONS & DETAILS X I I X� X ' -.1" � I. " :�_ .... I ..... 7 TRASH COMPACTOR AND CONTAINER .*"'.�'�'_ � & a I G.C. TO. PROVIDE POWER MD DISCONNECT I I .... . C) a 8- 1 ' - - . '__*_k.1 �W' - - * 1. . . ... 11- �' ,',", . I A504 ENLARGED DOCK PLAN, & DETAILS X X , I . I � �'*�._,� ,;'�� ... 1. . . . . I . � � . '_ __.. i . . - � I - I I I � .. * � I I . � ' . I I �'*-..' -'.q., I . - I I . � � I I . I I . ., ...: : ". -k"'.',� � A601 INTERIOR ELEVATIONS , X X X I I __ - I . 11..� .... ... I � __ 11 .. . . I ��'._,,.' ... ,"... X X X I ; I . .MW 0 ; �': � . . . DOCK LEVELERS AND BUMPERS ' ' " " ' 0 0 * G.C. TO COORD. / PROVIDE TAKE -OFF A700 PARTITION TYPES I � . I 09 -=a I "'* - �` "', .1- ", �- . .. i.."..' .-H � . "71'... ,'..., � I I . � **I*,- 0 0 - 0 1 ') � I:- 11 - ,.* .'.".11.1". A800 DOOR AND FINISH SCHEDULES X . X X � ... . OVERHEAD DOORS .-..'.-'.V-'�� `..*�.'�� � G.C. TO COORD. / PROVIDE TAKE -OFF I . C - I "', .. I I .. ... . - ...... ... .... I ". ��' I � - - I I ... -11.. ""_ . A801 DOOR DETAILS X X X � ',:� ... �� . ". " " - I ..... � I . . I I I ......... 1'. ...l'.`�*" .. . I C. I . ET q " . .... ... * * 0 G.C. TO COORD. / PROVIDE TAKE -OFF ! I - 1*11 I I . `� .." .1 "I ..". - . . . .� 11 I I I I . � � . � 1_1`1.1`� ��....'111'- 1`100 MERCHANDISE PLAN - INFORMATION ONLY X X . - I ....... , . I � "..", � .'. "i='.' X X X I � .0 � DOCK SEALS '...'.�_.'-`�'.' �*111'1 .. . ... 0 0 9 G.C. TO COORD. / PROVIDE TAKE -OF riol RACKING PLAN & DETAILS - INFORMATION ONLY - � . I " - � � - .." * � . �R"'.*i-I.I.-I.1�1 '.-11`1�1-1'1.1 I I ! � "., ..... ... .... I L ' "" *11" F102 DESIGN CENTER / PRO SALES PLAN & DTLS - INFORMATION I � 77- _,."R�.-.-.' . I I I . � 'T ... : ... I -.0 ... ..11 ONLY X X X I I :4 - I- , - , - . I . . . I . � . :� *'.� * 0 L I I . I I " :: I � ,. 11 �:.'t��r - - . . . � ��: "-,"".�' I . � . - . ' I � I I I .t: .- . . I OFFICE CASEWORK � .11 .I., :: 9 I . I � . 11 " .1 I I I � . � . .. ,.IT i I . I : ... i�.-'N' :-......'-'-! I . . **' - 11.1 I I ..��.-*.'.. 1.1,1_111*�, . I I I - I CABINETS ,�' ; I... *".,* 0 � � . I I I . 11 11 I � I . . .� ' "O. I � . � I :�:..;..�a_ ,....'=: . I . I . . . - I 1. I � "***"" *.*.'.,L." . . I .1 ... � . -.11-- 0 0 1 - I � BREAK ROOM TABLES & CHAIRS ..... I". "I"...... I *** . , "' - I I .11, - . . ..' I � 'i"', ".. I I I .-I., .... I I ..' ... � . 0 1 1 . - ' . . I � .I,.`." I I . - . . I ' ' 0 1 1 � I I - . . I - T � � � I I I � � � . ' I � I I � � . I . ; 11 . . I BREAK, ROOM MICROWAVES I . . ,--fl., �� :'T',.,.-'� , � � r) . � . I .' - sool GENERAL NOTES ' � I I �.. ". � . � � I .... �'::. . - .. ---t 0 . S002 SPECIAL INSPECTIONS . . . . 11�_ - '.' '..' ', � . . X X . - . - � I _ " . . . -6, - . . . I T'*'..J; . � I . . > r%.- 1. .1 . �.,.,.,,,��..,.."..,i�:.,.,,,��a slol I FOUNDATION PLAN AND DETAILS _'x_ - X - I I � BREAK ROOM LOCKERS �.� A�A.�"' 0 0 . . . I I N , .. ..... I.. I . . . . I . I _____ --- I--,-- ��'*-"�- �'.-'-" I S102 I ROOF FRAMING PLAN AND DETAILS _x_ - _x_ . . . I . ,--�- I I ... �b-d ... .. :,' � � I I I - . �.,_ ...'�'.' . � ... r., ... I � I I CASH SAFE ... 1: ' * * . 00 - co * '* I . . � � I :..!`��-';�� - S103 FRONT CANOPY PLANS _x X I . i ,. - I 1�1 . . . " "..". , - . � I � � . I - 1*1 - �v� � I , - �1`1 - ::: ,-:7: ... I . � ... �. ... ... ... � I � I . REFRICERATOR ::�" ��:� �:�:!::1:::� 0 0 1 C.C. TO PROVIDE WATER LINE & POWER S201 FOUNDATION DETAILS I I -k- X - . I � I :1 ":"'."."'.'."'n . 11:11 1 1 1 � ..-,..:`1' � . . I I I ` S202 FOUNDATION DETAILS x X I � . < I .'-**� -� G.C, TO PROVIDE POWER_WATER UNE, AND . - . � I .�'.* 1. I . . I � N . . ICE MACHINE I � 1: �c * 0 .' '. W , in . __ I I...i .. %V.1� DRAIN S301 FRAMING DETAILS - __' _2�_ - _2�_ � ,� .... 11 ... . ..... �' . r11__ . ... i--.. .11��.� � I � �r ..... . . . .... . . I � -F.:: I ''I FIRE PROTECTION NOTES SCOPE. OF WORK STATEMENT PRO AREA COUNTERTOP �..�.. " 0 0 G.C. TO PROVIDE POWER AND DATA - * �. �. I ... n ""��; � - � , . . !:�'.::;H -".�.�' . S302 FRAMING DETAILS __x - - - X_ � -_ . IV- - . I �. , * - "I ." ..A'.'i . � � I ' I . � . PRO SALES COMMMD DESK n.-." .( � G.C. TO PROVIDE POWER AND DATA I . . . *211."..` 0� *v*"R"-* "'��'. . � i:'�'-.-.-'*� .',7'.'-.-." . - � I . . I 1) THE SPACE IS PROTECTED WITH AN AUTOMATIC FIRE I THE TENANT IS A RETAIL FLOORING PRODUCTS STORE THAT I ... � ... � . z - . � K: i � I * ...N.- ��a�� . . 211-.1 ... � :N... .. I . ", � TE - .- 0 * G.C. TO PROVIDE POWER AND DATA ;;, .1 i Uj 0 . ;1" PROTECTION SYSTEM (WET SPRINKLERS) CONFORMING SELLS TILE AND WOOD FLOORING PRODUCTS AND THE . - � ".1.1., .. ....... .. . I I I I . be,.'."��.-'..�.�- � � MOD DESK .*.-.'.1.n�..* ��'_-il�� a 0 G.C. TO PROVIDE POWER AND DATA . W C) _j , TO NFPA 13. (11 SYSTEM 2 RISERS) ACCESSORIES TO INSTALL THOSE P � . .1 -il .. - � I I I I , 1-1.".".'.".1".1.� ..... V.....� � - _1 .... � - MECHANICAL I � :�'q �'.P._..i � I I ��.- _.�-'F�.-�'.'. � I I . [)� LL . . 2) THE GENERAL CONTRACTOR SHALL SUBMIT SHOP MATERIALS FOR SALE ARE,EITHER IN RACK STORAGE OR CASHWRAPS / CHECKOUT COUNTERS I ... %��i.... ,"r-11 * * G.C. TO PROVIDE POWER AND DATA V-11 .... � ... ... - ..... .. � ',x ... :1, ..."� ... o . . � I.." �' ...'I � MPD100 MECHANICAL AND PLUMBING DEMOLITION PLAN X X X . ' . � .� ; . DRAWINGS AND HYDRAULIC CALCULATIONS FOR REVIEW DISPLAYED ON THE FLOOR ON PALLETS. COFFEE , i* W: 0 . X X x ) - W ". I . . , :�':!.."'".,'i Mloo OVERALL MECHANICAL PLAN C . I . I , ,", .. .... . . "P qe - - AND APPROVAL TO THE AUTHORITY HAVING JURISDICTION DOOR HARDWARE . I - , 1. - -1-111.11 0 0 COORD. W/ DH PACE � M200 ENLARGED MECHANICAL PLAN X X I . �_ z Q " ' � I �.,�� r. �`. - � fl� . ��i I PRIOR TO ALTERING THE SYSTEM. G.C. TO SUBMIT THE WORK UNDER THIS PERMIT CONSISTS OF AN INTERIOR . , -t - t, I M300 MECHANICAL SCHEDULES X X X. . . . I 11, � U) I " , SPRINKLER DRAWINGS TO TELGIAN FOR REVIEW ALSO. UPFIT WHICH INCLUDES A NEW OFFICE, RESTROOMS AND I ��,""�"*� 11� 6, , M400 MECHANICAL DETAILS X x I � I-. ; . I FIRE SPRINKLER SYSTEM - 11, � "'11::"...."", 0 1 . . 0 . - . .' ., " .. �. � I , �.`. .' I � � - 0 CONTACT MICHELLE VESTAL AT MVESTAL@TELGIAN.COM RECEIVING AREAS. THIS PERMIT WILL ALSO INCLUDE ..... .. - . . " .... I - I ..... � . ..... I . I I .?.is,.'. "', I . - , �. . � I ."*!* ( I . FIRE EXTINGUISHERS ....'t! . ... ..... - - LU�' " .' .. I. ."..' I'll OR 877.835.4426 1 EXTERIOR UPGRADES TO ADDRESS ALL ZONING '.'�*�="' n.`*'.�� � '. I . .....::: ::;-- I I . . . �..... . I ..... I I I I , .... Z' - . I I I REQUIREMENTS. . I � MECHMICAL EQUIPMENT .",.*�l*.-.*.",�.,�'�"-l-l".,".",:�::-',.�.**",.".,',,,�...,.: I . I PLUMBING . � T- < I 1 . I I "..' "', o 0 __ ,,, , _," �q . EXHAUST FMS, UNIT . .... �i.. - (RTU's, CURBS, ., , I - . � . � . I . HEATERS, ETC.) ... ..... �' .....". . I Ploo OVERALL PLUMBING PLAN X x x � I .:. . .. . .." . I . I . I I I . I __.' _.... I . . I . ., �. , , , ... ... ...-� � "�� , I I I . . ..' ..".'... I � I . � . . � - __ - ___ ... �.�='--- :: ,!"... - - . N . U). . ...� . I I . - I � P200 ENLARGED PLUMBING PLANS X X I X I ::11.11�1.*E "�..'.1'14 ' � oll.i.-...�' "�'�E. . . .1 I I .... . � ... I . I .... � .. .. .... V: I N , . � I . I ROOFTOP PENETRATIONS, FRAMES, AND 'q..'--' � � '9,*�4i . P300 PLUMBING GENERAL NOTES, LEGENDS & SCHEDULES I X X I I . I � ""' "......" I . I I � i . . 11 I I I - I '' " 1; .' .1 . . I I . I STRUCTURAL REINFORCING AND CURBS. � - ''I � � . .I I I � . I . I � .1 .1 �-`,` . I . P400 PLUMBING GENERAL NOTES, LEGENDS & SCHEDULES X X x � . I I . I I I - . I . L ",. 'Iv, I . ; � ' 0 � I � I I . ; .11 : =81mg. A' S'', ��'tk : � � : 1; .' . I . , � . � .' I I I � � . I .. ' I �1 " , , "', ,,, I I ,� g . IFP100 . FIRE PROTECTION . PLAN .. � . X .. X I I - - � I : . . - I � . I I .1 I I - - =1 . ' . 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" .11 .. 11 I � � � ., . . �� I . - � " - I . . * � 1, 1. . I � � I I - I I I . I . �. . k' .1 .11 - L" 11, . . � -_1 I'll . . I I I ' 11 I - I I'll I . , I- .1 . �. p ' '*�' ' '' ' ' ' � `� "' ' ' I I I 1- . - . .� .1 I � � . I 1. I � ., � . i I 6LS -1 : I I �"'.��'"'. '' 'V I I . . I . I . I � I'll 11 . I I I �' � - I - . I . I .1 � I I I I � I I -. -1 I , - I � � I I . . � I � I I . I . " . I . � 1: 44_ � . . . I . - . I .. . . � . � I . � I I � 11 � ,� . . � I . - I . 11.1 �� I .1 - I � 11 I �. �. "� � . . I � . I PROJECT TEAM I DUBMITTALS . I I MODULAR WIRING . I � . a �� 9 0 1 1 1 1 1 � . . � I - - I I . . . . I I . . � I � . . I I � I � . . . I I I � V� .: � . . . , " - I . . I I . � ow '� I � - Z4 .... :�i NECTIONS ME . I - � �'`* """ __ _____________ I .. �111_ * � . . . . I � I. I -F . I . - . I NC ,- . . . FIRE ALARM JO." .'..t.." * * . � I � . I I .... r �..� I . I � � . � � :.... �' SET UP / TESTING I > . ARCHITECT - . . I � '%, 1-1'1_.*'��' I . � - I - , � ELECTRICAL � 1-11 . : .... '=.. �.. _-i ..... . r. . 1. FIRE SPRINKLER SYSTEMS: FIRE PROTECTION CONTRACTOR IS TO .... ... .. � I I 4' ... ... - i . .. I . . TELEPHONE / DATA / LOW -VOLTAGE WIRING .... � .... 0 _4� " i lk� . I 1.'...'_1.1..'--*-'* ` ..i . I " ED101 X X LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ;: I � 4I , I op:. � G.C. TO PROVIDE PWR, CONDUITS. BOXES AND . ELECTRICAL DEMOLITION PLAN I I - - . I � . ,..' I . I . - "' 1, . . . ' CCTV * .1 .. 0 0 ELECTRICAL NOTES AND DETAILS I I I � I I I I � L 1% 5815 WESTPARK DRIVE ,,..� ..."'..'..", PULL STRING - NRE AND SYSnMS BY F&D E002 X X . I I ... I . PROTECTION SYSTEM MODIFICATIONS PER STATE AND LOCAL . .... = �= I . : .. . ..... I . �.H.11�,Y-.' .", _`1*1 0 0 E003 ONE -LINE DIAGRAM ELECTRICAL � X X . . I 1�1. ' I . 7.'=E_'. C , . CHARLOTTE, NC 28217, CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY ,.-,.'� ,.'..-�'�"':s � � ... :%,:.. :� ..... ... Elol FLOOR PLAN - POWER x X X I I I �:.:.:'7'.'-.. :,:; . I I I I � I I ENERGY MANAGEMENT 1.1 0 ENTOUCH CONTROLS I . I . I i`.` �N * . ; X X � TEL: (704) 525-6350 � APPLICABLE PERMITS. .,.. E102 FLOOR PLAN - LIGHTING X . � FAX: (704) 561-8700 1 1 1 � ... . .. '=.- . . L" =1%1""' . � . I— ..... - I ... -i ... � BUZZER AND 22/2 WIRING TO . I , - - ,'..-,��*"' **."_"��: 49 . . I . I SOUND SYSTEM .' 0 0 E103 FLOOR PLAN - DATA X X X � '.,'�"�. -*1._`.1.*;" . 0 1 1 '; .... .. I. ��.�i TRANSFORMER BY G.C. I . � ___ 2. FIRE ALARM SYSTEMS: FIRE ALARM CONTRACTOR IS TO PROVIDE I-- _11 1. I . . I 1_.'.'.'.w_ -'w"--.: I E104 � FLOOR PLAN - FIRE ALARM . 0 I X X X . --=3 . . I R . � - ' ' '' " *," "" 10, 01 "" - - a "' "N' WFIN01,111", � LA. ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ALARM '111100-RIV 01111,01180ANOWAN, ago, off,&�l'499-11"0," "is E106 ROOF PLAN - ELECTRICAL X X b . L - - - . � L , -L. . . LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING . . SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR . SECURITY SYSTEM I.I.�.*L,�'..,.".""",."'.*L 11!r_..:: � . � G.C. TO PROVIDE CONDUITS, BOXES MD , E401 � ENLARGED PLANS -ELECTRICAL X X L. U. - . . ....... .. ��;;:';;;H.�:! 0 � 0 L . I . I . ....... Lj� ..:ml ! : . I L : _ ""'; � PULL STRING � WIRE MD SYSTEMS BY F&D . . . " � � 5815 WESTPARK DRIVE . I . I'll I 11 , E501 I L .. . I . WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 11 I ' . 0 1 "I . I . , , . � . . CHARLOTTE, NC 28217 . . L . . . . ...... 11 . ........ . Lq I . E601 SCHEDULES ELECTRICAL X I X . X L . ... :."-.�::!! � . " "OL� L I . SITE GRADING / LANDSCAPING . � I . , "?�,"."14 L I I . t TEL: (704) 525-6350 1 3. EXTERIOR SIGNAGE: EXTERIOR SIGNAGE VENDOR IS TO PROVI'DE ' . *� . I I I I I L I � I - . I . 111.1"i L L . " , ... L I I . . I - � I I I PA SIGNAGE ...' '-�' L � . L FAX: (704) 561-8700 ENGINEERED DOCUMENTS THAT ARE COORDINATED WITH LANDLORD I I ..' - I L . 11 I I . . L .." 1. L - OF �1- , . . � : ... %;;. �; ... ;N -_ - � 0 . I �Ilii'�'.." . � � L . . AND TENANT CRITERIA AND PER LOCAL CODES. VENDOR WILL BE -*.7�'., L i . .( -ru . . . ** .� . � 11 I I . L * . . * 1. i I . MECHANICAL / PLUMBING / ELECTRICAL . .4-._'."-'."-..- . I 11 . - :: � � I I . ' 1_�� - '.. L ' � "; .1 . . RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. . CUSTOMER LOAD OUT PAD I. .11:0 , *V I I .' .1 � I i i i i i i i .".", I I PRECISION ENGINEERING GROUP, LLC I � � . ,.%, - ., - . . "I . . I .... ��"�j�i;vizr'_'. I . - 11 I . L I I I . SITE AND PARKING LIGHTING I _:�SL� . L i:� 'i-..... . '� 1 5800 E . SKELLY DRIVE, SUITE 1 100 I . . . . I - " ''�� I . L LL , : -H - � - . . . I . .. I I I I . � . 'a . . . I I . L . . - 'A , TULSA, OK 74135 . . - - L . I I ' . .. 93246 - , V I I . I . . (P) 918-749-3000 . . . I I . L . I � . . . I., 1. L L .11 I I . � , L . # . . I I . (F) 918-749-3003 1 � I I - i ' �. ��_ I . . V`:L:--.--* .. I I ,' I I 16. . I - I �" I . . . � . I I I . ' . ) .1 I .! . - - . � - . 11 - I . I - L I . I . I . . PROJECT TEAM � . I I I . . I I . . � - . L . L I '11ARGE . . . � I PRINCIPAL IN C I I I I . E . I . I I ! 0- . . I I . I . . . I JR . � i I .. P_ . . L L L .. I ..... I I ....... I .......... .... ........ I I L co . � d I'ROJECI'MANAGER 1 6� 1 . I . . . . . I I . JIL L . (0 I I I I . . . I I I . I � ........... ........................... ! I I . . I I � � I I I I L I L 0 . . I . . MAWN 15Y I I N . I I L I L I . I L . . � . I . � I � I I ic IL . L L I . . � . -;f L L . . X'_ I . . . . L L . . ISSUE I REVISIONS 11 . � I I I L_ . I I . - . I 0- I . . . L . NO. REASON . DATE . ___ I I L � < I M -ILAN R I V1 fl F" Itfi'STIONSE,' I . I -E -L L ... .............. I ......... 02-03-16 0) � I NATIONAL ACCOUNT VENDORS L I SITE LOCATION AP I L SITE VICINITY MAP - . il - L I- L . 1 3: . . . DDL,'NL)UA,12 - . _0 . . . I . . . I . . - . ....... 04-13-16 . . L L . . I 6 I . I � I I I L WSIONS . . ; I CD LIGHTING: CED NATIONAL ACCOUNTS MOOD MEDIA: 5700 S. MOPAC EXPRESSWAY (BLDG, D) COMPACTOR: PTR BALER & COMPACTOR CO. SECURITY: SECURITY SOLUTION . . . . I C:) I .� .......................... . . � - I I .1 . < I SHAWN CAMPBELL AUSTIN, TX 78749 FRED FREER . JACK SINK I I I , " , I I - IL ", � -0 '' 1. - Q , U, ".4 "t.. " 1,�,r,,�l�,��,',,��,��a�,,���'?, 5�;""�!-� ',""L "L'�""'!��""'� ,,�.�,,:i,,,�.",;�;�ll,�;"",.Il"�,,��"�,���,'�,����,, �!'_'V. , , , V""' . . V , � _1'1"'�'$L� '��' I . I , " , I L I co www.cednationalaccounts.com GARRET HONEA FFreer@PTRCo.com JackS@ssusa.net . 11 �4 ��i ,,, , '. '1A M 1 5 4W'Y1?1111V . � , � 1, ,"�� , , . fik' , , 14�'� 1 � 11 'i" , � I 11 , ." 12 �I , I � . - '� � - " L... .......................... � I_ L.� " � ' k . I - �"��'7" '!�:'�;I; �4'���'�.,�����l�,��l�l;'�i�,�.,�,��",'��,,,,��t,,,�""��""";,�,���r;,�I 19' 'al .!x , - , , , , L I , ... - N" " ..... , , , , . 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J " � C , I - 1L'1'1""9'M"""'�1.� ., 'i " '�"""; �"��"_"-."�' , I L_ OLATHE, KS 66061 . DENISE LAMACHE DOTHAN, AL 36303 � ��' '��"Z�S"'��.O�' - X11.1, I �"i� '. L , I I � ".�"-l'�'�,�ll."�ll,�'I'l�'�'��;�;�.yl;,�lill�".'I _'��'�';""�,"'W'' `V1 M � ,,1 , ' : i' ,,, �"'��2 . . L . 'L--�'T'.4--�,;,-4'�"""�",i",�ef", 0-k 14AE"" 11 , � M U'R " �%";.r M'I,t"' i'5� "', '� "'i"' -"';g4 -'� '- �: I . ',': 4" , '�" - r , " ." , My . , � � I ;; 1i [1, '112;,"". Fl. R";'�' "I"'.. I. � I l, " Y�r"� wv% . . , , , �� I . JONATHON MULROY dlamache@flooranddecor.com JILL GRAVATT , '' � 1; , 1-1.111,11 I , t L I lj"'��w'm.' "I �,'t���,,�',,'c'�,,,��,'�,�.�,��,��,�-.,,�i���""��,�, , ".",-,"�,,,,-,*,,,,�,,,��,,��,";-�,,-"�*,,,'-,�,�-"--��,,,, . 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I "i"I ,,, �"","" :1".';"-!�.� , , , , 11 i � ',��'."n I I ..go (0) 800.820.3511 NEIL APORTADERA "e 1� - " "'O .� t " �r> __ _' � A1,111 It "' '4 " �IW ,-> " ' Z _""" "'V' , "' . 1 'T�'.14"'� "'!'4' 'L , ';PW C_ ;"Aly IN " . , " " �"';"�""7 ti ,"Z'� I "?", ""' � '� � .e "kf = neil@dandpcustom lights.com '�'? 111"I"J", �' '�' �i -Y "� ' -';�.��!.�Z� "I'l.""If, -";;"" , ', . 0 1 6� _3i` " , �Q4 ffi� -"�"�L - t� 41 '_< 'It", , � �r , , , �*X'.""r !�z�" 5�f"Lv' �"p �,_' _�" "w" " , 't - - '' � '_11-P, �1��'A"�"' �;"R,Li �?.�' 0 ' M� 0 ". ��; :".'.'.:.'."'.'.L.:"."' "", ��<"4' 1 'V' i i I Aj I DATA CABLING: NETWORK ENGINEERING �� � .... � ........ - ' !y'�-'W��n,'� ", f ' " -11 "T L . I I . I I :J:'..�' 1 '��Ill@ _'�' '�!':'It.'�� [� "�'r � - , 1 0141. " a) r1F11' " -� 1141�ig' ���"' -1 M111W -1 ;klg§��"'�'� 1. ,,, " ""�,""':"f��' ' . g , 75""�.�-'v'. 'v""�J'_'_ '�7'7' -"-,--" -'�_'.':""';'7'� .. :�1.1111"' , - I � i. 'k - .�?�� � I ;�� � , ; "". �-44_1."'h; - � �."r.+��4 � . ;1 i :,:*����l�!�l��l���!!��li����;:Il�:;�ii::iii�;i�:��,,?,�,.�(� , , � L � '. ;'!"'� I MECHANICAL (0) 615.350.7800 . � I i , _"A�i j il � 3e. Q , ��'� i " I r. ,' � '�i . - TECHNOLOGIES L - , '� � ,:: ''; " M�'�'! '' 'I U�'�4�" - � , ,�, �'�' �j . __ , .q .;,"'Z, `f'";.q� "% 4"�,,,,,�f,�,,,,�e�"'�:""�.� , I I ''�:;:�' *0' , �' �' ' '�' " � ___ ------------ - , ': "W- 'f�,'s" "'�' � "M , 'r. ...'._"�' '�";'%A "� � � ""� ; � i�� �' U '�' 0 .: �:1, � TL , 'b��"'.".'44t !?�'.' I'll, 06 EQUIPMENT: LENNOX . I" LLLLLL -171.- � "'.1; ,::!:! d' -_ .1, 11`;M"'WliZ"�,'�' � , W N �' '?"'!7'; �. '.'644tf'�"�'!�' " ';;k�l E"..F�41*1 PROJECT NO. . . " . 3140 DEMING WAY, I I . I .? 0 TERRY BUCHANNAN SLIDERS/ L SITE . I � I . L . . .1-1 ;. L 0 1 'SITE L LL MIDDLETON, WI 53562 1 terry.bucannan@lennoxind.com COILING DOORS/ , . . I I I I . - I . .4- I ' . . '121-5505 00 ' L i I I I., � Z3 PHONE: 678.446.7554 DOCK EQUIP.: ASSA ABLOY ENTRANCE SYSTEMS I . 0 ANDREW HANDELAND L L L . I . L .co � . I . I I � .. . 1 75 L . I PEDESTRIAN DOOR SOLUTION L I . I . L 41i . . I andrew.handeland@nettechnology.com I L . L I L I . 11 11* . : I I I . . 0� . LOCKERS: ULINE L 1900 AIRPORT ROAD IL . I I . . z__ . . I I . I I . . FOR , - I 11 M Ill I L * . I 10 I Far Ill FLZM'j� 4 �Q' , ECOR , ou S f Ic I C I I ' a : 0 0 to ] L M 0 W I ' 0,01 1 14 � &6"j � �"'AN","","L 11 I III M_���� x - � 0 W"'I'm"I"', � 0 , mi IL I " � "� " "' " ; '� -1 I I I 1_1� I " " "' ' " "' ' - "I -1 '�_ I - I 11 " "', ` I-` 11 � I 1- "I - I � -11 11" 11 I'll '��z el" �i,41 _t""� , _ ... '. - _. , , '4' � �-', , """ E� . I I I T . M P: 608.827.2245, 2575 ULINE DRIVE . MONROE, NC 281 1 0 . . . I I . 4- 1 . I I . I . . I CONST. W L PLEASANT PRAIRIE, Wl 53158 (0) 704.290.5520 . L I I . IL .11 ry, L L � I . L North . . . I . North 1103.213.16 AOOO I Cq PHONE: 800.925.5510 (F) 704.290.5555 . I . I I . . I I - I .1 _� . : I L . . I . 11 . I I . I . . . LL. www.assabloyentrance.com . . � . . L 7-, �'� � - I I . L . . I I . I I I I I � I I L' I . I I . . L E 0 Q (NI d= Q CD 0 MI J U- O c� U) E lL L- 0 C— w U) CDO M CO .A r - N r • o 0^, ^W w L O 0 ILL Z3 0 0 .- .a 4- ry N 2 GAS METER LOCATION LEGEND FIRE EXTINGUISHER EGRESS PATH FIRE ALARM NOTES 1. THIS BUILDING WILL BE EQUIPPED WITH A FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM SHALL MEET ALL REQUIREMENTS OF NFPA 72.REFER TO SPECIFICATIONS. 2. SEE ELECTRICAL FOR FULL FIRE ALARM DESIGN CRITERIA. U e TRANSFORMER I :6���y�T< , € 29,'_0,, i E 1 36.0" 45.0" 45.0„ 21'-11 22,_6„ 22.8° C' 22.8 ! ' 29'-2Q' 2 , 4'-" ;6 I lux/ o o ' LANDIN I ! - ti. I - N+ ....... -._ ....... E ... q . - a................ ..... • INC,:.,. T RE EIV =a G ,.... . . . . A .d A M �. •n9' 4 .DESK �•. 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K iii I x ,I > ..xA r ... - I I \_Il r I ..__..-_...� _ - _ ._ . _. ...._...._ _....-._._..__... 1 ..._...-__ ......_ _ I L.. (l .-. _ OA ! j 1 � l� 101st PiXIKINCi I I 1 fl 1 � �___ -- _ I \ \CENTER 1 •°�CMEEN ►aaart \_ b t 1 G • > f a . Ad • • Ni' <1 ¢ ! I -LLQJA__...,_,.. _ �__ ._ ... ..... I - O i .. _. _ _ ,-..._ ..... _ ..... ........ .... .�. •,- - ��J� 01.111 • - $ • Y ` n � � F1X•��; s ,r _ •. F,}lE »+ 1VV l:�i ,;-'. ,d• d d ,i 'a� " OW\ .. ._mmr......_................... ...6C1 CLEI.:_' _ ............-......... 6 _� a a � �,. � d d � ° a a e . � � �' .E a. �, A� A I G I t •a .� �[ _ ; € - z{ b4 A O N R A a ,a ^ ^.- A 44 I— _� S T ® A N a J F j I� , ij S ) 4 d e a .a, , da <n .. I —` `� � .:•�' I .�. .. 'v A r. a i A A /10.. , .. a0 1 ::I: 2:- - 41'-314" 20,_8:6'_l.' 20' 7- 24'-025' 11f�9a nnr 4 1 8 8 I I 8 18 4g' 31' 94" O. ' ° 2.9 3 I 3.8 4 4.5 (515.1) 6 7 f KNOX BOX LOCATION NO PARKING FIRE LANE EGRESS PLAN,.._ . __.. W_....._-. _....... _ 1 SCALE: 1/16 = 1 -0 TOTAL HEATED TENANT AREA UNDER ROOF IS 62,432 S.F. CLASSIFICATION 1,j 1 THE BUILDING IS CLASSIFIED AS A NON SEPARATED MERCANTILE OCCUPANCY. 2 THE TENANT WILL STORE CLASS 1 -III COMMODITIES AND GROUP A PLASTICSI T TL E DIVERSIFIED . - CHITECTURA4, CONSULTING 3 THE STORAGE CONFIGURATION WILL NOT BE HIGH PILED STORAGE. 4. NO COMMODITIES ABOVE 12'-0" AND NO PLASTICS ABOVE 5'-0". ------------ 5815WestporkCharlotte, 2.8217 T: 704.525,6350 F: 704.561.8700 FIRE EXTINGUISHER NOTE www.IIttIaonIIna.00m 1. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) IN ACCORDANCE WITH: Tbisdrawingand tbedesign sbownaretheproperty of Little Divers#ied Architectural Consulting. The A TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL NOT EXCEED 75 FEET, roproduction, copying or other use of this drawing without their written consent isprohibited and any B. FIRE EXTINGUISHERS SHALT. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. infringevient will be subject to legal action. C. FIRE EXTINGUISHERS SHALL BE CONSPICUOSLY LOCATED WHERE THEY WILL BE © Little 2016 READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF A FIRE. PREFERABLY THEY SHALL BE LOCATED ALONG THE NORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREAS D. THE TOP OF THE FIRE EXTINGUISHER SHALL BEAT 42" A.F.F. FLOOR . E. G.C. TO COORDINATE WITH FIRE MARSHALL. ®ma"OR 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 tROJECT NAME 910 tz 8dV EVACUATION MAP 1. F&D TO PROVIDE AND THE G.0 TO INSTALL AN EVACUATION MAP IN THE BREAK ROOM AND TRAINING ROOM. MOUNT TO INSIDE FACE OF DOOR. 2. THE MAP SHOULD BE INSTALLED BEFORE THE MERCHANDISE INSTALL DATE. 3. PROVIDE MAPS IN OTHER LOCATIONS ONLY AS REQUIRED BY LOCAL JURISDICTION. J N m � N �Q W �z ♦ W W U 1 9:. LL , OW Z U) OO �LL z r � . N � N 0 0 ,+ 103246 PROJECT PRINCIPAL IN CILARCA, JR ............... DRUJ L:CI' 1\Li1NAG I? R JL UR'WIN 13Y JC NO, I REASON DATE 2\1 .11DDBNDUA12 • 04-13-1G U Ir1NE'ii 1W* ` f/ISIUNS' CODE LIFE SAFETY PLAN • • PROJECT 121-5505-00 FOR CONST. 03.23.16 A001 in OVERALL SITE PLAN SCALE: 1/16"4-0" SEE CIVIL PLANS SITE PLAN GENERAL NOTES 1. PROVIDE A FLUSH CURB CONDITION ALONG FRONT OF BUILDING IN FRONT OF CUSTOMER ENTRANCE. LEGEND = HEAVY DUTY ASPHALT. CONCRETE PAVEMENT STRIPING STANDARD STRIPING COLOR SCHEDULE T: 704.525.6350 F: 704.561.8700 www.IittIoonIino.com ITEM: COLOR: PARKING STALL WHITE LETTERING "NO PARKING" RED "STOP BAR" WHITE ACCESSIBILITY SYMBOL BLUE / WHITE SYMBOLS ACCESSIBLE LOADING BLUE LOADING ZONE YELLOW DIRECTIONAL SIGNAGE WHITE CENTERLINE STRIPING WHITE NOTE: ALKYD -READY MIXED, RAPID DRYING TRAFFIC PAVEMENT STRIPING. DRY FILM THICKNESS MINIMUM OF 4 MILS. SITE PLAN KEYED NOTES O NEW CURB AND GUTTER AT NEW LANDSCAPE ISLAND. SEE CIVIL DRAWINGS. 2 NEW FIRE LANE STRIPING O NEW PRO LOAD PARKING SPACE STRIPING 4O NEW HANDICAP RAMP �5 NEW RAMP O COMPACTOR AREA TO BE REPAIRED AND LEVELED O NEW STAINLESS STEEL GUARDRAIL. SEE DETAIL 2/A100 O NEW CONCRETE AND/OR ASPHALT O NEW RETAINING WALL occ i i r-I%IAL CONNECTION DETAILS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TFCo CAST ALUMINUM 1 1 1 BASE FLANGE #TBF-1.2 1 e i WITH TWO (2)1/2"0 1 1 1 1 STAINLESS STEEL ANCHORS r ♦,�'---------- 0 NOTES 1. Railings shall be 1 1/2" Schedule 40 aluminum pipe alloy 6105-T5, ASTM -B-429 or ASTM -B-221. Posts shall be 1 1/2" Schedule 40 aluminum pipe of the same alloy. Post spacing shall be a maximum of U-0". 2. Guardrails and Handrails shall be designed to withstand a 200 Ib concentrated load applied in any direction and at any point on the top rail. 3. Posts shall not interrupt the continuation of the top rail at any point along the railing, including corners and end terminations (OSHA 1910.23). The top surface of the top railing shall be smooth and shall not be interrupted by projected fittings. 4. Concrete anchors shall be stainless steel type 303 or 304 and shall be furnished by the handrail manufacturer. The anchor design shall include the appropriate reduction factors for spacing and edge distances in accordance with the manufacturer's published data. 5. Aluminum surfaces in contact with concrete, grout or dissimilar metals will be protected with a coat of bituminous paint, mylar isolators or other approved material. GUARDRAIL DETAIL - SCALE: 3/4"4-0" 5815 Westpark Drive Chorlotte, T: 704.525.6350 F: 704.561.8700 www.IittIoonIino.com l itis drawing and the design shown are the property of Little Divers�fied Architectural Consulting. The reproduction, copying or other use of this drawing without their wWtten consent is prohibited and any it f ingement will be subject to legal action. © Little 2016 FLOORA�Fit,DECOR ._4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 91OZ 1.9 ddd N m N W ❑ N z O W U J W�I� � LL W , Oz� rr�n� LJ... uJ O° LL z Q N U) N L6 hf �4� 1• •q��� /I li���� ,, ,h. AR93246 a , rTA PROJECT PRINCIPAL 1N CI MGE JR ........................................ PItGJE:C'l' NIANAGUR JL ........................................ DRAWN BY JC NO. REASON DATE 2 ADDLINDUAl2 . • 04-13-1G U 1t�NBlI IiE vi31UNS .......................... .......................... .......................... OVERALL SITE PLAN INLINE PROJECT 121-5505-00 FOR CONST. Al O 0 03.23.16 E m 0 N CL Q 0 co m CD J LL c c� I U QL J LL 0 N U) 0 0 c I r 0 U L O 0 0 0 I I PPRACI\/G PIF -q TPINA /TYP 1 MATCH EXISTING THICKNESS. EIFS ARCH SYSTEM TO BE CUT BACK TO THE PEAK OF ARCH, THEN STUCCO FINISHED TO MATCH SURROUNDING AREAS. REMOVE EIFS 1 CORNICE - REMOVE EIFS RL IVIIli V I__ vv Vl\ nl'I FRAME 4.5 5 5.1 I I , REMOVE EXIStIVG I\LIVIV V I_ L/\IJ III4V STOREFRONT AND INFILL WITH METAL STUDS TO MATCH EXISTING THICKNESS. KEMUVE I=XI51 INU LIGHT FIXTURES (TYP.) SCALE: 1 /16" = 1'-0" i I I 291'-0" I I r 7 CICI / z9' 23 I ar" 36'_0„ 45'-0" r 45.0" 21'-11 22'-6" 22.6 22'_6 $ 4 I I I 70'-0" I , < F p o LANDIN I - ( LANDIN - trtrr a .............. ...................... _..... ......._..............,....................-...-..._...._,.., .. .... _ ...,._ ........._.._..._,...__.�...,- _ O E a .d° Y.. ° a.:• �. 4, 'Q. " a' _ — v" �' a •��• . ° aFav nJA b, 4': , �'n ' q A 4 a° :4 ' aw T•° ° !k ` y�`�. d a . A n' ..•. .' od aJi< o s8 n(1a _tia�����-—O-2arm--3 -- _—__. -- -- — �_�+jI 2 iI ilI 4 EX In / \IIILI'I1I . fJ — -II —v 9 P .10 =--1 _ 74_ 4. If 4 :MANAGER I OE I LOUNGE / 15 STORAGE L L#2 14 A oIf f \ - -� � ''• N � 'A. A '. A �\ d a I, 1, ���=��—�I = 1 I a, 15 ' _ I .. .. .. ---I -�•• { ,II If If II I 1 I 15 16 U I jll If II Ij I I C/ i cUs- -SERVICE sr _. 51 4 l bdi •� 4 ....•w•, .�. L ��,-� ` VI E I IF 21 - - d� .v • • d A ? ., q' v'd ^ 4 '3__T --------T- ----� " ^` I I G ``` _� A - I I 1 I iii CL ftESTORY `���--------- 1 -- ,��_ --- .w- 3 i' I :. ? 4 b..d ' .•.i " ITTING I I I 3 IA80VE I II m. < d tla U d .. • c a_ '' c --E _ R I I 5 r 116 I I I I I II 1 I I LAND WO I I A .' . ;, °. ; a ° '• ''�, ' � ' � .. � • � ` I)I � --y r� v. _ --------- - _ ._....................... I 1 _ __._._. _ __._. ., •--.....__ __..._...__ ___�_ CASH wrtTp— �.r I I i I 1 f_---___T___—___I -------------- r I I (, o 0 i I , L -1_i / I / �-------- --- —------------- ---rte--- -- ------ ---------------------------- —' /---�----------------- TI ----- — / 16 CASES I I I til / 16 J FfrTING , DEMOLITION LEGEND ----------------- WALL TO BE REMOVED �—— " WALL TO REMAIN ................................................................. .............................................. ,/ \\ DOOR TO BE REMOVED DOOR TO REMAIN DEMO. KEYNOTES O REMOVE EXISTING PARTITIONS FROM SLAB TO STRUCTURE ABOVE, MAKE READY FOR NEW CONSTRUCTION. O2 REMOVE EXISTING CEILING TILES, GRIDS, SOFFITS AND LIGHTING. O3 REMOVE EXISTING VCT FLOOR COVERING. O REMOVED EXISTING PORCELAIN TILE. O REMOVE EXISTING PLUMBING FIXTURES. CAP BOTH SUPPLY AND WASTE LINES, BELOW SLAB. O REMOVE EXISTING STOREFRONT / DOOR AND 7 RELOCATE EXISITNG ACCESS LADDER. 2 COORDINATE WITH SHEET Al 01. O AWNINGS ABOVE DOCK DOORS TO REMAIN. 9O EXISTING ELECTRICAL ROOM TO REMAIN, SEE ELECTRICAL DRAWINGS. 10 EXISTING RISER TO REMAIN. 11 ALL WALL SYSTEM PANELS TO BE REMOVED. PATCH GYPSUM WALLBOARD AS NEEDED. 12 REMOVE EXISTING BULKHEAD. 13 REMOVE EXISTING CONCRETE RAMP AND HANDRAILS. REPAIR ASPHALT AS NEEDED. 14 EXISTING E.W.F. TO BE REMOVED. O 15 EXISTING DOOR AND FRAME TO BE REMOVED. 16 REMOVE EXISTING CARPET. 17 REMOVE COLUMN ENCLOSURE W/ MIRRORS FROM ALL EXISTING COLUMNS. 18 REMOVE 6" CURB 19 FIRE LANE STRIPING TO BE REMOVED 20 LANDSCAPE ISLAND TO BE REMOVED. 21 PARKING SPACE STRIPING TO BE REMOVED. HATCHED AREA DESIGNATES CONCRETE 22 AND/OR ASPHALT TO BE REMOVED. SEE CIVIL W 23 EXISTING DOCK DOORS TO REMAIN. DOCK 2 LEVELERS TO BE REMOVED. DEMOLITION NOTES 1. THE GENERAL CONTRACTOR AND HIS SUB -CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND BUILDING PREMISES TO INSPECT EXISTING CONDITIONS AND BECOME FAMILIAR WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE PERFORMANCE OF THE CONTRACTOR IS REQUIRED TO BE CONSISTENT WITH THE DOCUMENTS,AS THE WORK IS DESCRIBED OR REASONABLY INFERRED TO PRODUCE THE REQUIRED RESULTS. 3. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE CODE STANDARDS REFERENCED, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS AND CONFORM TO THE SPECIFIC REQUIREMENTS OF THE OWNER AND ARCHITECT. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE PROCUREMENT OF ALL REQUIRED PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF THE WORK AND TO PROVIDE FOR REQUIRED INSPECTIONS. THE GENERAL CONTRACTOR IS ALSO RESPONSIBLE FOR FURNISHING A CERTIFICATE OF OCCUPANCY UPON COMPLETION OF THE WORK. ALL LICENSES, RECEIPTS FOR FEES PAID AND PERMITS SHALL BE COPIED TO THE OWNER AND THE ARCHITECT UPON RECEIPT OF SUCH. 5. DO NOT SCALE DRAWINGS, USE THE DIMENSIONS PROVIDED. IF THERE ARE ANY DISCREPANCIES, CONTACT THE OWNER OR THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. ALL DIMENSIONS GIVEN ARE TO NOMINAL ROUGH FRAMING DIMENSIONS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS. THE DEBRIS REMOVED FROM THE JOB SITE SHALL BE DISPOSED IN A LEGAL MANNER IN CONFORMANCE WITH THE LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO THE TYPE OF MATERIALS BEING REMOVED. 7.FINAL CLEAN-UP IS TO INCLUDE: REMOVE DUST, DEBRIS, OILS, STAINS, PAINTS, SPILLS, FINGERPRINTS, AND LABELS FROM ALL FINISHED SURFACES, 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND VENDORS (WHETHER UNDER THE GENERAL CONTRACT OR. OWNER/VENDOR PROVIDED) NECESSARY FOR THE COMPLETION OF THE WORK AND CERTIFICATION OF ALL WORK PRIOR TO THE OPENING DATE SPECIFIED IN THE BID FORM. THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE OWNER, WITHIN 3 DAYS AFTER NOTICE TO PROCEED, LISTINGALL MILESTONE TASKS AND EQUIPMENT DELIVERY DATES WITH START DATES EG BLE AND LOGICAL DC ET I AN COMPLETION DATESINAL I FASHION DEMONSTRATING CONFORMANCE WITH THE SCHEDULED OPENING DATE. 9. FIELD CHANGES REQUESTED BY THE OWNER, CONSTRUCTION MANAGER OR ARCHITECT MUST BE APPROVED BY THE OWNER WITH A CONTRACTOR'S GUARANTEED PRICE WITH A SCHEDULE ADJUSTMENT ATTACHED. REQUESTS FOR CHANGES BY OTHER PARTIES MUSTBE APPROVED BY THE OWNER. 10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY CHANGES TO THE PERMITTED WORK TO THE PERMITTING AGENCY FOR REVISION TO THE EXISTING PERMIT- THE OWNER AND THE ARCHITECT SHALL BE COPIED WITH ALL REVISED PERMITS. 11. THE GENERAL -CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO OFF-SITE PROPERTY, ROADWAYS, AND LANDSCAPING. 11 117 TYP. TYP. _., I I II l 11 � I i I I i I I I , II \FITTING [[ !E t j I II ROOMS I I I j I II j I j l 1 , O • 12 I t c I I 13 1 II �j I I 3 I 3 I 3 II I i �I LL r iI I I i 1 I ii I I I TYP. 1 I I JI I I I I II j j M3 I Itl i I I I I I II I 1 I j LL- _JJ I n I 16 i F t -----�_-_._._ .. ,------- --- ------ --------- - I I --------------------------------------- I I I I 3 16 I I i 1 i I I 11 1 NgYE: I I I I I I TYP. I I GENERAL CONTRACTOR TO EXPOSE CONCRETE SLAB TQ DETERMINE EXTENT OF I I I I I EXISTING TRENCHING/DUCT. ONCE DETERMINED, AN ON; SITE MEETING WILL HELD. I I I I i I i WI�H G.C. AND FLOOR DECOR TO DETERMINE EXTENT OF EXISTING CONDITION AND 4�EPOLUTION. REQUIRED. I1717 I I 1 _,.,...�~..____.............._-...,.,,.....,.._:...,..... ,..._-.___ .._,..:__. _.___________.... I \I ,/ ,/ ,/ \\ \ \ O O / / \ \ \ ____________ ___- t fTYP. /----- \ — �`. —___�_ ----------------------/ --- ------ . ' - b I of �\ O i I CASH\s I �\ /' 3 I \�/ I I CASH t ; — \ _ M Y--4WRAPII r I 16 r''i p=— 16t..... -- � �, I I I O `FITTING FITTING I f i I I II II -_-1t-- V 1' I I RooMs~�I I I c '>TUOMS 1 0 3 I ' _. -;: g 111I 3 n 3 3 1 39 L.P. ALTERATION STYP.II 17 0_1TYP. LLL__J ... .......... - WA P N A-MASONRI MA R, Y 15I I ----- -- Y I I I I a L ---------J .I i I _ i /W .a. 4 °• , I i A A 22 I ' d — ry d — — — sI- _ J ' A A' 'v ^ y , `xi I I: 1 O N A — ° �' F t I a s F L I T S ) A ^°-9`21'-0'` d R T _........_..._...._...__..._..._. •.. _ _ ..._ n _ _ o _ __ _. _ _" v _ _°: ,. :�4 �nj - � t '° f o 4 &5i � # ' " _ .....................................-_----- _-_ io ' s . 25 0'<: 7 24'-08.. 9 20'-78 18'4' 42 8 I8 8 4 .._.. . 2II" 4d , %' ','° a 1' , '' _. 2 2.4 2.9 3 2 3 8. 4 4.5 5 5.1 6 7 —^_______________—_--- \ _____________—__ F ` ......... .... ...... .__... .. �.._......... ... ...... ......... ...... .. .... .... ._.... i------------------ ------------------ ."'_"""":""--__-•- _ .. .._. _ .. ...._ ....-._. ...... _..... .... _... .... ..._. _...... ...... x:': Illinois I 20 I ■IIA��t�■I 20 ; i `.e!. ,.r I l A.. 21t ,.. a � I;1 t // \ I I I I 21 20 I I Ij......... _........_....._...._................. ....................................... ........... ............................. _..- ....... .......... ................ ......... -..... ................. ..........- II II ------ ... ._ A 1 "..4ZZ2 .. ..._ _ _....._......_ .. ................ ........... _ �I,I ..Qp I •I Q j: �' S P� 1 .d__ Y __. _ ___4_ !_-__N _._.A,- �__ ___ _...._.___�._...._.__-___;_.... _,___ I. I r-- 4 1 I a. A, v I I I.t I;tea . ^. d t 1 F I _ .. _...,. .._.._.__. L 7z.k 7Z Z r/ ZZ'",Zy / I E i DEMOLITION FLOOR PLAN SCALE: 1/16" = V-0" 5815 Westpark Drive Charlotte, 1704.561.8700 www.IIttIeonIIna.com This drawing and the design shown are the proper y of Ii#1e DiversifiedArchitectural Consulting. The reproduction, copying or other use ofthis drawing milboul their wrillen consent is pmbibiled and any infringement will be subject to legal action. © Little 2016 FLO ORFor 4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME ar J N N Q W y.� Z � W W J / LL W ., � O I� z VJ OO 1- z r— N U N - A 246 PROJECT PRINCIPAL IN CUARGE JR PROJI.CI MANAGER JL................................... llRAWN By JC MZM� REVISIONS NO. REASON DATE 2 ADUENV UNI -9 O IY/NG'[Z RE 1tISI0N1' ....................... DEMOLITION FLOOR PLAN PROJECT 121-5505-00 FOR CONST. AD101, 03.23.16 FLOOR PLAN GENERAL NOTES 1. CURING AND HARDENER- SEE SPECIFICATIONS FOR CURING PROCEDURE AND MATERIALS REQUIRED FOR CURING AND HARDENING OF INTERIOR AND EXTERIOR CONCRETE SLABS. 2. CONCRETE SLAB JOINTS- SEE STRUCTURAL DRAWINGS FOR TYPICAL CONCRETE SLAB JOINT LOCATIONS, REINFORCING AND DETAILS FOR THE FOLLOWING: A. ENTRY VESTIBULE B. TRUCK WELL C. SIDEWALK 3. MISCELLANEOUS WOOD BLOCKING- G.C. SHALL PROVIDE ALL NECESSARY F.R.T.WOOD BLOCKING OR METAL F.R.T. STUD BLOCKING FOR ALL WALL SUPPORTED DEVICES, I.E. ACCESSORIES, PANELS, EQUIPMENT ETC PER THE DEVICE MANUFACTURER'S RECOMMENDATIONS. 4. BUILDING SERVICES AND EQUIPMENT UTILITY DROPS- THE LOCATIONS OF ALL UTILITY DROPS INCLUDING FIRE, ELECTRICAL, PLUMBING ETC. MUST BE WITHIN 18" OF OF DOOR OPENINGS ON PERIMETER ALLS INSIDE THE BUILDING, NO LOCATIONS OF UTILITY DROPS WILL BE ACCEPTED OUTSIDE OF THESE AREAS BEFORE RACK SYSTEM INSTALLATION. 5. EXTERIOR AND INTERIOR PIPE BOLLARDS TO HAVE RED COVERS, POLYPROPYLENE COVERS BY -IDEAL SHIELD. 6. AT EXISTING PERIMETER TILT WALLS, JOINTS THAT ARE NOT CAULKED ARE TO BE CAULKED. 3/A301 pF F I '+ I 1 291'-p.' ' 7 F ' 7 2 �" CI 22s,. zz,_s„ Q zz<s 21'-11 36. 0.. 9 4; -0" � 45'-0" I I 4.51- � 1 3 i (// 6 TYP. + ° $ 6 II I i LANDIN, i ! + Fj anY .gi•p�;,. . t aA°ARy i.' "•d . � . aAs •A A' . n A' .c • e. naaya:ri . e. 'd .AC.,x;N �a' .'. °n Ad; •a '` a°. o.n� A..'.A ''"rn¢ � . -in e a �a N daar�,, a,5n4a�.' b d •dr ., d,.• , ,. .. a 4." .a a a.,..�. • W�,AA;�,rt.°'• '. a•_'�. �taa Op 1�7'O4Bd.aJ va. ,, i,v €._, _...JA.A iNvA .='_� b�._€-.'.r• �"n�va�;�' '���,°� . A' ��a. 'A°I .�9V3'�II IZI, �.1§+„� / o XwI 1199 s C_: 0_d. a�viw`. Er1w;?1 .2�_=_� _1 v'o-E..r3 4_�—I.d”.• IIf i. d o•ne4,I1N s.L 0�rc —1ac 0 I1I °nI.j11II I I III `Il I i � -T- .,.._ I, � IT If ` I1 f€I iY TYP.LANDIN I L-_ .-.. __._.__ _I . _ ..__•.._...—......._.�_—.._._,_� � — w.__._, I1 t 'I I +I I € .I I _ ..1_ 1 0 2 C II + 1 II(+ 1 StStI- Ii E II1 + . _. 1_02 _. D �•y�oP 7 cEVINc 20 10 REHOUSE103C , TRANCE(- 104 ad ICN 13 ———— — — 1 11 n.' I 21 ,4 P _ _ CQ.N _N.. D CLEARBESVTORY OE103A 3/A601 4" 2 o ° To 5 CD I TYP. 20 03 WAREHOUS 1SALES 102 L O...j..... _._..... _ .. . ..................... .... 4 ... .. .......... ..... ...... .p. ......... _........................._ _...... 23 -0.... 1/A601 __ _... ........... A03 Y F&D FIXTURE SET-UP CONTRACT RCHECK DESIGN CENTER WALLS ARE TO BE QUILT BTACTOR --------------- ------_ OUT G.C. TO COORDINATE ELECTRICAL WITH FIXTURE SET-UP CON 8'68" 8 00261CDESIGN ENTER 6'-1002A8rr1 n III 1J PRO 2/A302 ff 102SALES ------ ------------------ 0 ---- iM=MA E 20 TY 1102A \oY 16 1 XAv X .. . ._.1__ —— — — — — — — O _ —O _ _ _ 3g� *t tr noa.. " an . •• °� !I +s d 'dfi ��, �A rl _ 'd'_. o s°: , 'l2� pa'' . a.- . 4-.; a . �-��a, I I �.A• c_ � WA�a �, C• ACQ�/-V -• _ _ _ !tY dao,__u q !. al".' ,. a n ; '-42" 2_.._.F I ''_"/.,_._. '1 '/I€�1/ i ..._ _ __ 1.._1_....�jf €_.-_'_ 3 " ..._ IL q N e L 6 _ r- —�_,_:.i ___..... d Z. 41'-31" _92 20'-63 8 18 24'4" 18'441 31, �, 4 .8 4 45 5 2 II __ l d. O d—ter' v. d ,•.�� n, a - ....�.. _�.._.�� NO PARKING FIRE LANE TY' 56'-4" -r'r'III r A 1kIT r -I x%e%M 1191 A Al 1 CIVHIV 1 r" L %J %J FN r III 11I SCALE: 1/16" = V-0" FLOOR PLAN KEYED NOTES 10 YELLOW LOADING ZONE STRIPING w/ YELLOW NO PARKING LETTERING TO MATCH EXISTING �2 60"W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS) O6 DIAMETER CONCRETE FILLED STEEL PIPE COLLARD AT PROPANE STORAGE CAGE REFER TO DETAIL 3/A504 O EXISTING ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS. O STEEL COLUMN, TYPICAL - PAINT PER DETAIL 1/A800 O EXISTING EXTERIOR DOWNSPOUT O EXISTING CONCRETE STAIRS AT EXTERIOR DOORS 8O EXISTING GAS METER O EXISTING TRANSFORMER 10 EXISTING DOMESTIC AND FIRE RISERS - 11 NEW FLUSH CURB CONDITION - SEE CIVIL 12 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB 13 NEW TRUCK WELL SLAB 14 5" REINFORCED CONCRETE SLAB AT FRONT SIDEWALK APRON COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE 15 ELECTRICAL REQUIREMENTS. 16 INFILL EXISTING OPENINGS WITH 600S162-43 METAL STUDS @ 16" OC WITH AN EXTERIOR STUCCO FINISH. 17 COMPACTOR AREA TO BE REPAIRED AND LEVELED. 18 NEW RETAINING WALL. 19 NEW DOCK LEVELERS. 2 20 EXPOSED CMU / TILT PANEL TO BE PAINTED UP TO DECK -SEE SHEET A60 . RFI-nCATED EXISTING LADDER,_CAGE , AND_HATCH, CONSULTINGL ITT L Em I.' DIVERSIFIED ARCHITECTURAL 5815 Westpark Drive Charlotte,1 28217 704.525.6350 F: 704.561.8700 www.IIttIeonline.com I bis drawing and the design shown are lbe.properly of Little Diversified Arcliiteclural G'onsulting T be roproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. @ Little 2016 Fit 'aq'1 FLOOR J D� F R R W-31% 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 u VI LANUIN O RECEIVINGEF ; 2 _ ,.J N L: i Lfco i 3 X I I ii—S�JREHO ESE 10 -0 5NTRANC ' LL. 4 I� � � N 00 ! rte- W o A-77 SI z OL .4 �r -------I— _ —°"'—rr�..� LLl -. W U 00 • �� (U) Stackx ol6L 'h Lockers.U_ 4. r� I I 1 1 109 1 W , III VJ j � 1 o LL. (I I \ BREAK n `R I /A503 Z LE , 9 I Q n• I N .x 00 ' I N xl � I ♦ 1 I \`\� EMDr° LJ , 1 ' I) 1 , � 1 Ft , 1 i1LD J` I I I 1�W0 �NS MENS. 106 105 /A502 1U6 105 \ \ t _ � ., �., 100 . 1 SIGN ( CORR.1I I I CV y :ROOM 117 �\ ! 108— 108 +I C:)cca ) 1 II • ii �� J AR93246 "dam t -- --- ------ �. I I I IANITOR' ; \ DATA��`�O 1 ROOM 116 \ ROOM'S IIPROJECT TEAM 1 107 116 % 1 � PRINCIPAL 1N CI IARCL II1 JR ................. 1 ,---- /A503 _ PRUf EG'1' MANAGER — % Vii' J L 0 , . . . . . . . • I ( TRAINING I r�1uL��N11Y JC Ho _0 REVISIONS — ° I NO. REASON DATE I 1 110 q I ADDENDUAl2 . 04-13-16 %I VAUL I� 112 I: ORR. - - CEM 112 L 111 I\ 115 � 115 � I \ I . . . . ............ ASST. 113 MGR. 1 I 114 1 I, OOM1- I 114 1 113 I, ° ; 1 1 I 111 I \ i 7-77 1 /A501 FLOOR _ ............-- _ __....___........._..._.-......................................o I _ .._....1. ............ . .................. .__........_...� ..._ ......._._.._......._ PLAN 23 0,� 12�_4 11 11 -52 ' - OR ADDITIONAL INFORMATION PROJECT NO. ENLARGED OFFICE PACKAGE PLAN 2 SCALE: 1/8" = 1' _ 121-5505-00 .. ISSUE / DATE SHEET NUMBER FOR CON ST 03.23.1• �4 � 6 € N QI J LL 0 C cu U ;J LL I 0 // V/ 0 0 A (0 1 r-- O U a� 06 O O LL O f .- 4- (1) LL RCP LEGEND ODWLED FIXTURE 1 12 GAUGE HANGER WIRE PERIMETER GYPSUM WALL BOARD A24 2X4 LED FIXTURE LED EXTERIOR FIXTURE SPACE BAR, OR OTHER SUITABLE 6 SUPPORTS. TWO ALTERNATIVES: .. .. . • 0 / SYSTEM TO KEEP PERIM. 1) 12 GA. HANGER WIRE ANCHORED AE24 ® 2X4 LED FIXTURE (BATTERY B/U) DOCK LIGHT FIXTURE COMPONENTS FROM SPREADING TO STRUCTURE ABOVE AND HUNG ACT -ACOUSTICAL REFER TO E102 FOR LOCATION D APART (REGARDLESS OF LENGTH 10• VERT. +/- 10DEG. A MAX. OF 8" �s CEILING TILE 2'-0" X 2'-0' ------ WIDTH) WIDTH) 6 FROM THE PERIMETER WALL A30 ® LED EXTERIOR WALL 8 2) 12 GA. HANGER WIRE ANCHORED 2X4 LED FIXTURE WASH FIXTURE �- SUPPLY AIR DIFFUSER �W2 ZONE 2 TREATMENT OF CROSS TO PERIMETER WALL ATTACHMENT TO Z° 3•• RUNNERS, MAIN RUNNERS, AND ' GRID MAY BE WITHIN 8" FROM THE AE30 WALL- ATTACHMENT WIRE MUST NOT (BATTERY ) LED EXTERIOR WALL g $ WALL CLOSURES AT TERMINAL g ® REFER TO E102FOR LOCATION WALL FIXTURE EXCEED A 1/16 SLOPE' (10 DEC.) RETURN AIR GRILLE $•P/D POWER / DATA DROP ENDS _ ACT - HANGER WIRE PERIM. DETAIL 2 ACT - PERIM. WIRE TIE DETAIL �, Z 2X2 LEXD FIXTURE LED EMERGENCY SCALE: 1 1/2" - 1'-O° " - s ® ® FIXTURE -RED LETTERING SCALE. 1 1/2 - 1 -O EXHAUST AIR GRILLE C 4FT SURFACE CEILING m LED EMERGENCY Iq MOUNTED LED FIXTURE FIXTURE -RED LETTERING 2X2 LED FIXTURE 4FT SURFACE WALL CW ® LED EMERGENCY 2X2 LED SUPPLEMENTAL 12GA. /2" DIA. EYELET 12 (BATTERYIB� ARE MOUNTED LED FIXTURE FIXTURE -RED LETTERING HANGER WIRE AT EACH SCHOOL ® REFER TO El 02 FOR ER LED EXTERIOR EGRESS CROSS RUNNER MAIN RUNNER LED MOTION LIGHT C� WALL PACK CORNER OF FIXTURE LOCATION DIFFUSER 2GA. HANGER WIRE MIN. 3 TIGHT FULL 8"MAX a"MAX REFLECTED CEILING PLAN NOTES LIGHT FIXTURE NOTE - - - TURNS IN 3" AT END ATTACH AIR TERMINAL OF WIRE TO CEILING GRIDmminimmilLd RUNNER CLR.J" 1. THE SALES FLOOR CEILING WILL BE OPEN TO DECK. ALL MECHANICAL, ELECTRICAL, CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND INSTALLATION AND WARRANTY OF ALL OWNER ACT PANEL AND PLUMBING PIPING, CONDUITS, DUCTWORK, AND HANGING SYSTEMS FOR THESE FURNISHED LIGHTING AND CONTROLS MATERIALS. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS ASCALE-_ GT AIRTRM. ATTACHMENT DETAIL ACT HANGER WIRE TIE DETAIL ITEMS, ARE TO BE PAINTED WHITE WITH WITH DRYFALL PAINT. ALL EXPOSED WITH VENDOR. UNUSED FIXTURES MUST BE PALLETIZED AND RETURNED TO VENDOR PRIOR TO THE C of 0. STRUCTURAL, JOIST GIRDERS, BAR JOIST, BEAMS, AND DECKING THAT WILL REMAIN 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-O° EXPOSED ARE TO BE PAINTED WHITE (PT -2). 2, BREAKROOM CORRIDOR, VESTIBULE CEILING TO BE 2'-0" X Z-0" ACOUSTICAL CEILING ACOUSTICAL CEILING SEISMIC NOTES 10'-0° HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR No.12 GA E TILE SYSTEM WITH 2'-0° X 2'-0" LAY -IN FLUORESCENT LIGHTING. 0 16-A METAL STUDS - T.O. STUD SUPPLEMENTAL 12GA. :2.05MM WIRES SECURED TO THE MAIN RUNNER WITHIN 2 IN. 51 MM ®1s" D.C. (TTP.) - - - - - - HANGER WIRE AT EACH ( ) 3. RESTROOMS CEILING TO BE 5/8' GYPSUM BOARD OVER 8" METAL STUDS w/ FLUSH 1. IBC 2012 WEIGHT LIMIT IS 2.6 LBS. 9 PROVIDE STABILIZER BARS AT ALL PERIMETER ENDS OF TEES TO OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES 4-;10 TEK scREws CORNER OF FIXTURE MOUNTED FLUORESCENT LIGHTING BOXES) SEE DETAIL 5(A102). 2. VERTICAL HANGER WIRES REQUIRED AT 4'-0" O.C. (12 GA.). PREVENT SPREADING IN EACH STUD FROM EACH OTHER, AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM INTERSECTION LIGHT FIXTURE-20LBS THE PLANE- OF THE CEILING THESE HORIZONTAL RESTRAINT POINTS 3 MAX. PLUMB OF HANGER WIRES IS 1:6 MAX. 10 LIGHT FIXTURES SHALL BE MECHANICALLY ATTACHED TO GRID 3 5/8" STUD _ 9'-0" OR LESS 4 CASH ROOM CEILING TO BE 5/8" GYPSUM BOARD OVER SECURITY MESH ON 8" METAL 4. PARTITIONS MAY NOT BE ATTACHED TO THE CEILING GRID. 11 LIGHT FIXTURES SHALL BE ATTACHED TO STRUCTURE. BLOCKING BETWEEN CLG. HEIGHT SHALL BE PLACED 12FT (3.7 M) CENTER IN BOTH DIRECTIONS, WITH STUD FRAMING (FLUSH MOUNTED FLUORESCENT LIGHTING BOXES) 5 MAIN RUNNERS MAY BE INTERMEDIATE OR HEAVY DUTY 12 AIR TERMINALS SHALL BE ATTACHED TO STRUCTURE OR GRID- SEE EACH STUD 5/9" DRYWALL (TrPJ 5/8" DRYWALL (TrP.) THE FIRST POINT WITHIN 4FT (1.2M) FROM EACH WALL. ATTACHMENT 6. MAIN RUNNER AND CROSS TEE CONNECTION STRENGTH DETAILS THIS SHEET ATTACH LIGHT FIXTURE OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE 5. FOR INTERIOR FINISHES SEE FINISH SCHEDULE NOTES ON SHEET A800. MIN. IS 80 LBS. 13 PROVIDE 3/8" CLEARANCE ON ALL SIDES OF SPRINKLER HEADS OR BATT INSULATION ADEQUATE FOR THE LOAD IMPOSED. THIS HORIZONTAL RESTRAINT IS 7 PERIMETER ANGLE SHALL BE EQUAL TO OR GREATER THAN OTHER PENETRATIONS FOR SPRINKLER (1YP,) TO CEILING GRID 6. SEE ELECTRICAL SHEETS AND VENDOR'S MANUFACTURER'S 7/8" WIDE HORIZ, s"/�acA METAL sru�s ACT PANEL NOT REQUIRED FOR ROOM SIZES LESS THAN 400 SQFT ( 37.2 SQM) INFORMATION FOR LIGHT FIXTURE TYPES AND HANGING DETAILS. ALL SALES AREA 8. PERIMETER CLEARANCE AT WALL ANGLE AND WALL IS 3/8" ® 16" O.C. (TYP.) WHERE SURROUNDING WALLS CONNECT DIRECTLY TO THE STRUCTURE HIGH BAY FLUORESCENT FIXTURES ARE TO BE MOUNTED AT 16'-0" A.F.F. UNLESS TO MAIN TEES AND CROSS MEMBERS. ABOVE. NOTED OTHERWISE. GYP. BD. CEILING DETAIL ACT -LIGHT FIXTURE ATTACHEMENT SUSPENDED CEILING SEISMIC DETAIL Q Q SCALE: 1 1/2" = 1'-0" V SCALE: 1 1/2" = 1'-0" �/ SCALE: 3" = 1'-0" LIGHT FIXTURE MOUNTING HEIGHTS 2 1. ALL Al2 LIGHT FIXTURES IN THE WAREHOUSE ARE TO BE MOUNTED AT 18'-0" A.F.F. 2. ALL A24, AND A30 SALES FLOOR LIGHTING TO BE MOUNTED AT 18'-0" A.F.F. O 1 S_GAS l E - ! i I 291'-0" ! I , RECEIVING � _x � I 1 9 I : DESK 361_0 45'-0" 45' 0" 21'-11" 191 22'-6" 22'_6' 22.6 29--2j" 41'-3j" CC 29'-8" 1 36'-3" 27'-Q" 27'-0" If 31'-6" , 36'-Q" 37'-8" I 42'-6" I I BREAK O I 1 I O ENTRANCE �''`''`"'" ` � WAREHOUS K 14 0 14 U 14'-0' i ..,. _ 7- 21'-8" 20'-U" 20'-0" 20'10" 20'-0" € 20'-0" 20'-0" 20'-0" i y 20'-0" 20'-0" 20'-0" 14'-4" ! 1 - 11 p WAREHOUSt ® ® ] ® ® ® I ® ® ( `Z r ENTRANCE I I 27'-5" 18'-9'' 18'-7" 19'!4" 19'-10"' 19' 6" 19'-3" - 19'-7" 8'-11" r -------- -- --- -- _ _ _- 1 ..a.: i1132 Bi I, 15'-0" 16'-7" 16'-7" 13'=10" '� O O 5 I I Vf ' ... 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C 1 \ ,�I\ K . /! /. t _ .I...' _ ().i \I SIGN ##t / K\�',fK / � ;, x/3"\ _ .. j ROOM. mm a 1 , I OAK \ it \ 11\_ n � � .�-.-_�:::: 117 � r 6" x x x. _ ' 1 / i I \ , I �.m _M_m.....�_,_ _ - I / \ - `,1 \l f; i \I \I \ i )/ `./ ''� j�., j� ,,� �/ �,� � is . _... . - , ® - 15'-0" 19' 11" 13'-3" 13'-10" IP .. 'I' ,30 . 'I �28 -b" K /l \23 3"/I`\ \28 J"' ' r - f / Vi ! : _ yC�f .. o I 2 I \ \ \ I \ I / r \I ,. rrr- __".. _ _. I ;'� I I I® I x X 16'-10" �� 11 __ 8. 11,1 ' ®! 1 _ _ K _^K\. !III ®I I/ \i/ \: I"_ _ ---- = s \ - A ' - I L I !� / IK X X in %� I\ I X- -4" I I ® A 11'-4" o 2#' 1 " - X0.1 J " _ -- - _ % x X C I/ \ia I L \ / \! \/ ` !/ �'� �. o i� \ 1 \ \ ---.a K � O _41 ti K /K \ /I\. K / _K K /\ /�C/1' __._. . - _ 1 . ♦,.. � is - sI JANITOR'S 1e M ..__ ...__._ .. .... x x . x . 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I\I\/I\/1\ ® OBIBi I .._............... _ _..._...._.. _.. .. € A V 11I IL V .. 20'-0" 20'-0" 20'-0" tl4 -8 15 -0 15 -0 Cn 9 5'-0" iL, 1 X I r ! 1a'r l R,ac1r i�<T� (� ,, °,, �.�,__• O `gym .... 31illu:c;€ I K, ® r j rw' ® ® 26'-7" 18'-0" 0 191- C) L J :.,: I 1 _ ...._. . p V_ud ori" € - I,"" V ii I LRTU � I RTU ; :. b I XII € ��t 1 ! . /� s e r \ ,I WAUI.T.I 111 j v h v i 7m L I 15'-0" 15'-0•. \, 25' 7.. N p ® I -----_- mar _ 1} 1 ` ))< �� ® "�. / 3 23'-0" 16'-0" 1 5' I / I b -j - - - / NTFRAc11 ! I I MOR. : I A710N ,' (3 /I Ell E F_ 111 _ _ 1 O _-. a ,-_... o n -- 3 ; Z CASH ' •I " __ _ 1 --...\O I ROOM : ' I: 6'-11" 9'-0" 9'-0" 9'-0" Y •�� X9-0 ,�o , o 0 o I o o a2! o a o2 I •- I I � � 113 I c. o -- X _j JEJ F �I- 1. ----------- I. T i - - - - - - - - i- - - 3/A302 LIGHTING SHIFT DUE II TO FIXTURE PLAN 9 i I REVISION 45:_0:: 18' 41 20,_63.: 6'-18' 20'-78" (1 24:_08.: 25'-118' 18'-4x' 31,_9:: I 41'-34' I I I I F -F Ir 0 1 2 2.4 2.9 3 3.8 4 4.5 5 5.1 6 7 k II I I S BE -1I f � 3 I REFLECTED CEILING PLAN 1 SCALE: 1/16" = V-0" ENLARGED OFFICE C A I RCP SCALE: 3/16 = V-0" LAY -IN LIGHT FIXTURES < 10 LBS ONE WIRE TO STRUCTURE (MAY BE SLACK) 5815 Westpark Drive Charlotte, NC 28217 10 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) > 50 LBS SUPPORTED DIRECTLY TO STRUCTURE WITH APPROVED HANGERS AIR TERMINALS I NALS < 20 LBS POSITIVE ATTACHMENT TO GRID 20 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) > 50 LBS SUPPORTED DIRECTLY TO STRUCTURE v 704.525.6350 704.561.8700 www.littleooline.cow Ibis drmving and the, design shown are the propery of Isttfe Diverroed Architectsiral Con.r:rlting. The r0roduction, copying or other ase of this drawing without their written consent it pmhibiled and any mrent mill be subject to legal action. infrrirgeFLOOR I DECOR 7414 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME t Ddb FI N � Q r E-- a W U cj� LL U) o O 704.525.6350 704.561.8700 www.littleooline.cow Ibis drmving and the, design shown are the propery of Isttfe Diverroed Architectsiral Con.r:rlting. The r0roduction, copying or other ase of this drawing without their written consent it pmhibiled and any mrent mill be subject to legal action. infrrirgeFLOOR © Little 2016 DECOR 7414 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME t Ddb FI N � Q r E-- a W U cj� LL U) o O LL Z N N ly S � -tea �- , •. .'�.4t, R93246 m ' APROJECT TEAM PKINCII'AI. IN GHAKGF. JR PKOJt?Cl' hfANAOEK JL DRAWN BY JC NO, REASON DATE /2\ 11DDENDUNI2 Qiviv�r� 1�� rtrstoNs .. . REFLECTED CEILING PLAN PROJECT NO. 121-5505-00 FOR CONST. Al 0 03.23.16 ROOF PLAN SCALE: 1/16" = V-0" .711, L- 0 0 0 L D 0 0 TO gal LL I ROOF PLAN KEYED NOTE 1 PARAPET WALL WITH COPING CAP- SEE DETAILS ON A202. L I TTI E O2 EXHAUST FAN SANITARY VENT DIVERSIFIED ARCHITECTURAL CONSULTING O EXISTING ROOF TOP MOUNTED HVAC EQUIPMENT TO BE REMOVED AND REPLACED. O EXISTING ROOF HATCH TO BE WELDED SHUT. 5 EXISTING DOCK CANOPY. 2 O RELOCATED EXISTING LADDER, CAGE, AND HATCH. SEE DETAILS ON A503 7 PRO CANOPY - BY G.C. gO GUTTER AND PIPING BY G.C., REFER TO PLUMBING. OEXISTING CORNICE TO BE REMOVED. A NEW PARAPET WALL TO BE INSTALLED WITH A NEW CORNICE. 10 EXISTING ROOF, PATCH AND REPAIR BY L.L. 11 STRUCTURAL ROOF PENETRATION. SEE DETAIL 11/A202 12 REMOVE EXISTING ROOF TOP UNIT. CURB TO REMAIN. I 5815 Westpark Drive T. 704.525.6350F-.\704.561.8700 www.littleontina c o m 1 his drawing and the design shown ary the fimfierty of Little Diversified Architectriral C'onsnldtig. 1 he reproduction, copying or other nse of this drawing without their written consent is prohibited and any infiingenrent will be subject to legal action. © Little 2016 FLOM DmR:4_4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME 7A�tt' cm 0 co - N Q �.W� - z� a W WUJ. W Oz� 0o LLz Q N U) 0N F F1 PROJECTN6 PRINCIPAL. IN CHARGE JR PROJECT MANAGER JL DRAWN BY JC REVISIONSISSUE NO. REASON DATE ADDEIVDUiYI2 • 14-13-16 U[►�1VEI� IiEVIYIONS ROOF PLAN PROJECT • 121-5505-00 FOR 03 23 16 A201 173 M C) N co O N d - CL � I d LL O C W m U i U I IN J LL Sl m, LL no n - n � n n n35 n38 n 4.5 n n5. n n RIGHT SIDE ELEVATION SCALE: 3/32" = V-0" 2 ILL SIN KEYED NOTES OSIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER SEPARATE PERMIT -.GC TO PROVIDE AND COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWING. GC TO PROVIDE PLYWOOD BACKING FOR SIGNAGE. OAUTOMATIC SLIDING ENTRY DOOR - FULL BREAKAWAY OWALL MOUNTED LIGHT FIXTURE- REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS. OEXISTING GUTTER AND DOWNSPOUT. 5 HOLLOW METAL DOOR (PAINT P2 @ SIDES - SEE DOOR SCHEDULE. OEXISTING ELECTRICAL SERVICE EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION OEXISTING PIPE BOLLARDS 8O PREFINISHED METAL TO MATCH P4 OADDRESS - 6" HIGH LETTERS PER LOCAL AUTHORITY 9 HAVING JURISDICTION 10 PAINT ALL CONDUITS, GAS PIPING, ETC. TO MATCH ADJACENT WALL NO EXPOSED CONDUIT ON FRONT WALL. 11 EXISTING METAL AWNING 12 NEW OVERHEAD DOORS IN EXISTING OPENINGS - SEE DOOR SCHEDULES 13 GAS RISER AND METER - REFER TO MECHANICAL DRAWINGS REAR ELEVATION SCALE: 3/32" = V-0" 11 8 W1 TYP ALEFT SIDE ELEVATION `t % SCALE: 3/32" = V-0" P4 FOR THIS ELEVATIONS, EXISTING EXTERIOR WALL FINISHES ARE TO REMAIN AS -IS. KJ N FOR THIS ELEVATIONS, EXISTING EXTERIOR WALL FINISHES ARE TO REMAIN AS -IS. <9> 4 TRASH COMPACTOR DOOR 15 INFILL EXISTING OPENING TO MATCH A 16 EXISTING DOWNSPOUT PROTECT. 17 NOT USED GENERAL NOTES 1. ALL SURFACES TO BE PREPPED AND/OR PRIMED PER MANUFACTURER'S RECOMMENDATIONS. 2. GC TO SUBMIT EXTERIOR FINISH SAMPLES AND SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 3. PROVIDE EIFS EXPANSION/CONTROL JOINTS PER MANUFACTURER RECOMMENDATIONS. SEALANT COLOR TO MATCH EIFS. 4. ALL EXTERIOR PAINT TO BE A 3 COAT SYSTEM (1) PRIMER AND (2) COATS FINAL. 5. ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH FLOOR&DECOR PROJECT MANAGER PRIOR TO APPLICATION. EXTERIOR COLOR LEGEND OEIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 E1 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 D "COBBLE BROWN E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT - 2" X 8" X 16" 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL CI - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS 5815 Westpark Drive Charlotte, T: 704.525.6350 F: 704.561.8700 www.IIttleonIIne.com his drawing and the design shown are the property ofLittle Diversified flrcbitectrrrat Consulting. I he reproduction, copying or other use of IfVi drawing without their written consent is prohibited and any infringement will be subject to legal action. © Little 2016 FLCHM )t 2233 LAKE PARK DRIVE SUITE 40,10. SMYRNA, GA 30080 PROJECT NAME 9LOZ ��E' � add O J N W '( N Q ��.. w Q Z O W W r moo, W O Z U) O. O . Z N U N IL SEAL 93246 t --. PA1NCIPAL [N C11A1t(,E JR ........I....... ..... ....,,, PROJEcrMANAGER JL llReUC'N IlY JC • NO. REASnN DATE 2\ ADDNDUA( 2 .6 ........... ............ 04/ 16 11�ER ISE, VISIONS .................. ..... ........ ... .,...... . ,....... .. . EXTERIOR ELEVATIONS 121x5505-00 FOR CONST. A301 03.23.16 I c>� 00 N O N d- Q. Q N r o (y) QI (y) cY) CD J U- L O'. C ca LL_ L I Q i c (/)l Q i 0 c� ? CY)I (D 7 N � L I U 3 x 0 0 I L of of f O r I N ry N LL 2.9 2.9 3 3.5 3.8 4 4'-2„ I 22'-02„ I/ R n�2 -02 I . V 22'-02„ 4'-2„ 4.5 5 5.1 -- -- -- —I—�-- -- 45-4- T.O. WALL I I I I I I s -a EXISTING GLASS AND �JL__j[ I—IL--fL�UL_II_�L_� ��J SC=I. L—�I—�L—IL—IL—�L_�L—�I—�L—�L—J EXISTING GLASS AND FRAME TO REMAIN AS IS _3 -1 „ , '. • -1 -1 _3 - - - FRAME TO REMAIN AS IS Ir ENLARGED FRONT ENTRY ELEVATION SCALE: 1/4" = V-0" NEW STONE VENEER 2 ADDRESS - 6" HIGH LETTERS W2 LIGHT FIXTURE t PER LOCAL AUTHORITY REFER TO A301 FOR KEYED NOTES. HAVING JURISDICTION KNOX BOX @ 72" AFF AFTER HOURS DOOR BUZZER @ 48" AFF NEW STONE BASE - BORAL CULTURED STONE COLOR: PARCHMENT - 2" X 8" X 16" 22'-7 VB CkDIT 2" 6'-112" /7 8 E __ I 2 v 14' 0" I, 10 € I 8B 2 I INTERACTIVE STATION 8A ( CREDENZA AND TOUCH j I l = � coNC k SCREEN MONITOR I VESTIBULE L P-1 I I I ........ _ ...... ...... ......... __ ..__.. _._ _. _... __ _ _ .-_ __..__.__ _...__ —__ .._ ._________. __ __- ---- _.............. p_.. I ._. __ I I 2 NE SPLITFACE CMU IWFI TO I I EXISTING CMU 2 NEW STONE NEW STONE EXISTING CMU SPLITFACE CMU IN FI TO I MATCH EXISTINGk k j � VF�NEER S1 VENEER 15<1 MATCH EXISTING I 2 I 2 2 2 I I I i I ZA _ k o ...... ... ....... _ . _ ................... _.... ...................... ... _ _. I LP S1 EXISTING TO 2 I EXISTING TO 2 I ) r; Al I STAINLESS STEEL EXISTING TO I EXISTING TO REMAIN I REMAIN ' GUARDRAILS REMAIN REMAIN I 4.5 I k ; I <; I i 2.4 2.9 3 3.5 3.8 4 2 ENLARGED FRONT ENTRY PLAN SCALE: 1/4" = V-0" tl3t} I I r3 FULL HEIGHT WALL -SEE SHEET A700 FOR I GC TO VERIFY EXISTING SIZE without their written consent is prohibited and any LOW WALL -SEE SHEET A700 FOR PARTITION TYPE COMPARED TO NEW. INTENT IS TO DESIGNATION - SEE SHEET A800 #� REPLACE 1 FOR 1 WITH NO PATCH P -X WALL FINISH (PAINT) WORK. WALL FINISH (TILE) r� 'x�.-,rte 4,�„n� ��% � r• )lSr. "\ Y - . .. .. .............. .�....-. _- .-.-.....-....- - ^..^..-..-- FLOOR FINISH -POLISHED CONCRETE I - CN Q W ❑ O I P1 I �•, W O ❑ zft P5 LL Z p I I 04 ... �..... ..... .. .. _ ..... ..... ._..... ....... _...... ..... ..... ........ ........ ........ ........ ........ ........ N6 - P-1 Hy - _tt93246 fid! PROJECT PRINCIPAL, IN Cl LARGE JR ................... PROJ L'CP !MANAGER JL .................. ll1�1\\CSN BY JC REMSIONS NO. REASON -. _ ...... ........ ...... ....... ........ ...... ...... ... _ _... .... ........ ...... ........ ........ ........ ........ ........ ._..... ....... ' AUDE1VDU[VI2 • 04-13-16 O IE�IVER BE 6�ISIONS' .... .... ........ ...... -1 ENLARGED ...... ------------- AREA PROJECT• -1 121-5505-00 •• FOR CONST.' � € 2 j4�Dl, V\ � -1 __ __ ........ ..._._ .. _ ...... ....... ........ ........ ...... .._.... ...... _..... ........ ........ ....... .._... ...._. _..._. _... _... . _. .... __�-__..___--____- .........................................................._ .............................. _ ....._ . .. ....... ............ ... .... ..... � 101 �.\ ........ ...... _ ....... ........ ................ ....... .. ... .... ....... (STING C 2 NEW CW MU IN -FILL TO EXISTING U 2 EXISTING CMU 2 S1 S1 ,�� S1 S1 EXISTING CMU 2 EXI TING CMU 2 2 NEW CMU -FILL TO EXIST( G CMU MATCH EXISTING ` '� MATCH EXISTING Ir ENLARGED FRONT ENTRY ELEVATION SCALE: 1/4" = V-0" NEW STONE VENEER 2 ADDRESS - 6" HIGH LETTERS W2 LIGHT FIXTURE t PER LOCAL AUTHORITY REFER TO A301 FOR KEYED NOTES. HAVING JURISDICTION KNOX BOX @ 72" AFF AFTER HOURS DOOR BUZZER @ 48" AFF NEW STONE BASE - BORAL CULTURED STONE COLOR: PARCHMENT - 2" X 8" X 16" 22'-7 VB CkDIT 2" 6'-112" /7 8 E __ I 2 v 14' 0" I, 10 € I 8B 2 I INTERACTIVE STATION 8A ( CREDENZA AND TOUCH j I l = � coNC k SCREEN MONITOR I VESTIBULE L P-1 I I I ........ _ ...... ...... ......... __ ..__.. _._ _. _... __ _ _ .-_ __..__.__ _...__ —__ .._ ._________. __ __- ---- _.............. p_.. I ._. __ I I 2 NE SPLITFACE CMU IWFI TO I I EXISTING CMU 2 NEW STONE NEW STONE EXISTING CMU SPLITFACE CMU IN FI TO I MATCH EXISTINGk k j � VF�NEER S1 VENEER 15<1 MATCH EXISTING I 2 I 2 2 2 I I I i I ZA _ k o ...... ... ....... _ . _ ................... _.... ...................... ... _ _. I LP S1 EXISTING TO 2 I EXISTING TO 2 I ) r; Al I STAINLESS STEEL EXISTING TO I EXISTING TO REMAIN I REMAIN ' GUARDRAILS REMAIN REMAIN I 4.5 I k ; I <; I i 2.4 2.9 3 3.5 3.8 4 2 ENLARGED FRONT ENTRY PLAN SCALE: 1/4" = V-0" tl3t} 5 5.1 - -T------------------------------------------------------------------------- I W —------` --- _ — --- ----- ---------------- ------------------- —------------------------------ ---------------- I 2 I I 2 I I I I i k I I I I I I I 2i4 2T9 3 3 5j -- -------------- 3 8 4 4i5 5 ( 5t1 ENLARGED FRONT ENTRY REFLECTED CEILING PLAN � SCALE: 1/4" = V-0" 0'-0" HED FLOOR I EXTERIOR COLOR LEGEND E1 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT - 2" X 8" X 16" 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL CI - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS FLOOR I I 2 FULL HEIGHT WALL -SEE SHEET A700 FOR I GC TO VERIFY EXISTING SIZE without their written consent is prohibited and any LOW WALL -SEE SHEET A700 FOR PARTITION TYPE COMPARED TO NEW. INTENT IS TO DESIGNATION - SEE SHEET A800 #� REPLACE 1 FOR 1 WITH NO PATCH P -X WALL FINISH (PAINT) WORK. WALL FINISH (TILE) FRP 'x�.-,rte 4,�„n� ��% � r• )lSr. "\ Y - . .. .. .............. .�....-. _- .-.-.....-....- - ^..^..-..-- FLOOR FINISH -POLISHED CONCRETE I - CN Q W ❑ O I P1 I �•, W O ❑ zft P5 LL Z p I I 5 5.1 - -T------------------------------------------------------------------------- I W —------` --- _ — --- ----- ---------------- ------------------- —------------------------------ ---------------- I 2 I I 2 I I I I i k I I I I I I I 2i4 2T9 3 3 5j -- -------------- 3 8 4 4i5 5 ( 5t1 ENLARGED FRONT ENTRY REFLECTED CEILING PLAN � SCALE: 1/4" = V-0" 0'-0" HED FLOOR I EXTERIOR COLOR LEGEND E1 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT - 2" X 8" X 16" 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL CI - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS FLOOR PLAN LEGEND www.IIttIaonIIne.com FULL HEIGHT WALL -SEE SHEET A700 FOR of Little Diversied Architectural Consulting. The PARTITION TYPE without their written consent is prohibited and any LOW WALL -SEE SHEET A700 FOR PARTITION TYPE ODOOR DESIGNATION - SEE SHEET A800 #� PARTITION TYPE -SEE SHEET A700 P -X WALL FINISH (PAINT) TILE WALL FINISH (TILE) FRP WALL FINISH -(FRP) TILE FLOOR FINISH -PORCELAIN TILE CONC FLOOR FINISH -POLISHED CONCRETE VB VINYL BASE RCP LEGEND GYPSUM WALL BOARD ACT - ACOUSTICAL CEILING TILE 2'-0" X 2'-0" SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE Al2 2X2 LED FIXTURE Fif-I 2X2 LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION A24 2X4 LED FIXTURE AE24 2X4 LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION A30 2X4 LED FIXTURE AE30 2X4 LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION 2X2 LEXD FIXTURE C 4FT SURFACE CEILING MOUNTED LED FIXTURE CW 4FT SURFACE WALL MOUNTED LED FIXTURE 0 DW LED FIXTURE LED EXTERIOR FIXTURE / DOCK LIGHT FIXTURE D ® LED EXTERIOR WALL WASH FIXTURE �W2 LED EXTERIOR WALL WALL FIXTURE nF LED MOTION LIGHT -Q -P/D POWER / DATA DROP ® LED EMERGENCY FIXTURE -RED LETTERING m LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED — LETTERING ER LED EXTERIOR EGRESS 0 WALL PACK 5815 Westpark Drive 704.525.6350 F: 704.561.8700 www.IIttIaonIIne.com This drawing and the design shown atv the properly of Little Diversied Architectural Consulting. The reproduction, copying or other use of this drawing - without their written consent is prohibited and any infringement will be subject to legal action. Little 2016 FLOOR • DECOR W!.4. 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME 9102 I 8db CmAr,4 ' ri CV M� �■ M CN Q W ❑ O W -� W � ULL �•, W O ❑ zft ® O LL Z � Q Cv U) 04 N6 - P-1 Hy _tt93246 fid! PROJECT PRINCIPAL, IN Cl LARGE JR ................... PROJ L'CP !MANAGER JL .................. ll1�1\\CSN BY JC REMSIONS NO. REASON DATE /2\ AUDE1VDU[VI2 • 04-13-16 O IE�IVER BE 6�ISIONS' ENLARGED FRONT ENTRY AREA PROJECT• 121-5505-00 •• FOR CONST.' A302 03.23.16 E n 0 0 N L Q Q LO ¢I C7 C� N' J LL O U) L J LI_ 0 Q CD N L 0 U N 0 06 ILL. Z) O o ■ 2 I T T L Ell l_ O�..._.. DIVERSIFIED ARCHITECTURAL CONSULTING / 13/501 <1 67 l 5'-6 11, 2" 5�_4�� 3G - - ` I 2 (3/4") , .aDrive / 1 1 n o CONDUITS 704.525.6350704.561.8700 11-911 10 -10/GYP, BD, PT -4 PROVIDE DUPLEX IIww.IittleOnline.COm GYP. BD. GYP. BD. GYP. BD.AND j j 1 /2" PLYWOOD PT -4 - PT 4�j PT -4 - I WALL121�DATA CL OF 2" GROMET 2" GROMET 'Ihis rlrarvin and the design shown are the ro e O BEHIND GYP. & LOCATED lz° LYWO D g g p p C) LOCATED _ FIRE I I DIRECTLY = I �, I EHIND GYP. & 2 of Littlellrverrefred�lrcliitecturalCbruulting. The Q I/ _ DIRECTLY ABOVE ALARM -1 p I� • . T D r n co rn or o "thin drawing TRAINING _ z BETWEEN STUD o o — ABOVE ET E NSU reproductu, py g f g 2(; 110 `O Q / ® i OUTLET, TYP. i PANELS PENCIL without tbeirwrittenconsent i.rprohihitedand asy �- , OUTLET, TYP. I PENCIL P -LAM �_ 2r) PENCIL P -LAM DRAWER P -LAM � � SECURITY _ R WER � COUNTERTOP infringement w!!l be subject to legal action. l DRAWER - COUNTER OP ZC II _21' - COUNTERTOP - ALARM _ _ /I I\ ©Little 2016 _ ' I IN I - 7 PANELS _ I �- \ BASE CAB o [ \�_ GYP. BD. O� ® I SAFE DEDICATED �0 o0 �1N �`_ �I PT 4 m,� 4" VINYL v' I .' --- - 4 VINYL cV I I QUAD OUTLET C\1 N N �� �' BASE 711 511 �*11 11 Q11 / I N BASE . V-V ---==-_ FLA"' g 3 ..A.. g / _ BRACES -SEE BRACES -SEE "� " BRACES -SEE 4" VINYL BASE BRACES -SEE / 61-1 11 31-011 i / 1._6.. 12lA501 1 -6 _ 12/A501 12/A501 12/A501 ' 7 DECAm""R /� _ II II / 1 ASST MGR VAULT CASH RO91- M AINING ROOM 2233 LAKE PARK _*iScp—/ LE:1/4 — 1 0 DRIVE SUITE 400 r��Vsi I / „ _„ _ ,_ „ SCALE: 1 /4 - 1 0 SCALE: 1 /4 — 1 0 SCALE: 1 /4 — 0 I II II II I „ _ „ _ ,_ „ �I �I SMYRNA, GA 30080 U u _ / /i � i II I II I ° 1 IL 3A/A501 I / II PROJECT NAMEO ,/ 1 II-----� I _ / 1 VAULT OFFICE KEY PLAN 11711-2-1 / ti 1/ °° i 1 I_ 9toz DASHED LINE I/ , I FINISH SCHEDULE GENERAL NOTES INDICATESEXTENT I/ ♦,.----------- ------ 7 CV Q� OF SECURITY MESH 1 / � 1. INTERIOR FINISHES SHALL BE AS FOLLOWS- REFER OLLOWS REFER TO WALL --------'-] TYPE 6 & 6A ON A700 1 / l' 3 I 6&7/501 6'-1 1/8” 3/4° / ACT -1 CORTEGA -SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) 4'-9 3/8" 1 2C 1 I 2" DIA. DESK GROMMET 1 1 / V I PT -1 SW 6106 "KILIM BEIGE" BY-www.cableorganizer.com PT -2 SW "PURE WHITE" _ ----------------- -------------------- \ 1 \ PT -3 SW 6868 "REAL RED" n W/RELECTRICAL )O T EDINATE „ PLA II /� �, m PT -4 SW 6071 POPULAR GRAY" I I PL -1 COVER E i F. I \ I CD ZC PT -6 MSL219 "WILD TURKEY" MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) COVERED i iPT-5 SW 7022 "ALPACA" ------------------ t I...... • _....... ® \ 115 DESK l t________________�_=------------------ DESK t _.... I PL -1 WILSONART 796OK-18 STUDIO TEAK" T I I j I PENCIL DRAWER PL -2 PIONITE WT790 "WEDDING CAKE" N i i I I PENCIL DRAWER ---------J ,/ ll I BELOW t ti I I (ABOVE) PL -3 WILSONART 1595-60'BLACK , MATTE FINISH l l (BELOW) / ST -1 MOON WHITE PREFAB GRANITE - 100066067 I l j 4 �� I I `T ❑ �- [- ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 U ' ' �� _ L --------- 1---------J WT -1 PURE WOOL GLASS TILE - 6"x12' - #913102102 ----------------------- 1 \ I 1 t _ (#02 PEWTER UNSANDED GROUT #100036003) �_________ ____ Pi COVERED SIDE I (� I \ \ I - / 3 c N - WT -2 MONROE BRICK GLASS MOSAIC -.100087493 SPLASHES CORR.2 f (#02 PEWTER UNSANDED GROUT #100036003) PL -1 C CASH 111 _ - o WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 i N 1 ROOM (#47 CHARCOAL SANDED GROUT #100035781) j "v ` WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 l '� W ® I CO l 3 - - � (#02 PEWTER SANDED GROUT #100035302) � BRACES -SEE � I— F WT -5 PURE SNOW GLASS TILE - 3"x9" - 913102063 L---------- / I N 12/A501 Z u (#93 WARM GRAY UNSANDED GROUT #100036326) - ASST. (D / ® FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 100048099 9 - m MGR. LO Q / (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) I W r , 6 N 1 FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 r~ I VLL - - Q �' � � I (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) 1 / / T- FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 3/4 I W O N 5'-10 3/8" i 7 ❑ II I Q 1 / (/ / (FLEXCOLOR CQ #47 CHARCOAL GROUT 1 G #100068873 � L " j I / 1 _ 4'-0" 2'-1 1/8'. I 1 ° f VB -1 ROPPE RUBBER BASE - #110 "BROWN" LJ.. 1 _ I � to / \ ------------------------ -------l_------------Q Uj \ 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN n I O LL O \ / 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. i i i ( Z 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. r i i T-1„ C[ / - - �, - - - - - - - - _ _ _ _ _ _ _ _ 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 o V J N NEW DRYWALL i NEW DRYWALL ` V 6, ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. II PARTITIONS PARTITIONS 61_ 1 n 31-011 ( 101-611 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 6A NI I , 2C 8, ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL "1/A800 711 1 ir�'+11 � 1 1^�11 %11 VV / 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. PL -1 COVERED SIDE 2" DIA. DESK GROMMET PL -1 COVERED BRACES 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. SPLASHES BY-www,cableorganizer,com PL -1 PL -1 GR200 (OR SIM.) COORDINATE 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. W/ ELECTRICAL OUTLET IL 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FORA MORE RANDOM PATTERN. ENLARGED PLAN AT CEM DESK section cut at 48" a.f.f. ENLA�4� ED PLAN AT CEM DESK section cut �t24" a.f.I j ENLARGED OFFICE PLAN #=wALLTAG, REFER TO 6 �, __ 7 �'SCALE1/4'-0° A700 FOR WALL TYPESSCALE: 3/4 1 0 SCALE: 1 0 o 2 PL -1 Q PL -1 PL -1 L-0 PL 1 1 RADIUSED EDGE AT PENINSULA RADIUSED EDGE AT PENINSULA PL -1 COVERED SIDE PL -1 COVERED DESK n1 PLA COVERED SIDE DESK DESK SURFACE COVERED DESK SURFACE SPLASHES `- SPLASHES PROVIDE PAINTED PLYWOOD PROVIDE PAINTED PLYWOOD I.-�. DRAWER W/ P -LAM FRONT PANEL DRAWER W/ P -LAM FRONT PANEL 5/8" GYP, ON 3 5/8" `0� ON ADJ. CLOSING SLIDES i -- - - ON ADJ. CLOSING SLIDES METAL STUDS l ~----- EXISTING COLIMN PLASTIC LAMINATE COVERED 3/4" 0 PLASTIC LAMINATE COVERED 3/4" I I 1 3 e F.R.T. PLYWOOD OR MDF TOP ^ F.R.T. PLYWOOD OR MDF TOP •--- _ - - -- - -. 324E WITH DOUBLE PLYWOOD EDGE 4" 1'-10" 1411 WITH DOUBLE PLYWOOD EDGE 2 t 8/501 PL -1 COVERED I PLA COVERED DESK BASE I BRACES -SEE DESK BASE' �, 1 N WITH STAGGERED SEAMS - Q WITH STAGGERED SEAMS - - -" " 7 - - - - - - - D BRACES -SEE �' , : • ' °S� GLUED AND FASTENED W/ rn 12/A501 I PL -1 I PL -1 GLUED AND FASTENED W/ 9/501 12/A501° e BLOCKING AND BRACING AS cv BLOCKING AND BRACING AS PENCIL DRAWER W/ BLUM SHOWN. ALL SURFACES TO BE SHOWN. ALL SURFACES TO BE COVERED WITH PLASTIC COVERED WITH PLASTIC 5/8" GYP. ON 8" 230M -SELF CLOSING SLIDE 'PROJECT TEAM LAMINATE LAMINATE METAL STUDS JR YKINCIPAL 1N CI IARC;F. a . . . . . . . . . . . . . . . . . . 4" VINYL BASE �- - - - - 1,KOJECrntn��cr.,c - - - -' 4" VINYL BASE JL PL -1 COVERED DETAIL -COLUMN STUD FRAMING DESK BASE D,u�wrt 13Y PL -1 SCALE: 1" = 1'-0" JC M CASEWORK SECTION AT DESK CEM CAS�Tl ORK SECTION AT DESK 2 �CE� DESK SECTION CEM DESK SECTION 2 NO. REASON DATE REVISIONS (� _ ,� _ n f1DDENDUA12 *CE SCALE: 3/4" = 1'-0" SCALE: 3/4 — OA3/4" = 1'-0" SCALE: 3/4 — 1 -0 of-ts=t� or�lv11i1� lsronrs ji PL -1 ............ PL -1 COVERED 3/4" PLYWOOD OR MDF TOP WITH DOUBLE PLYWOOD EDGE WITH STAGGERED SEAMS - GLUED AND FASTENED W/ BLOCKING AND PL -1 BRACING AS SHOWN. ALL SURFACES TO BE COVERED WITH PLASTIC LAMINATE PROVIDE 1.5" HALF ROUND . . . . . . . . . . . . RUBBER BUMPER ON ALL PROVIDE PAINTED FRT PLYWOOD EXPOSED EDGES DRAWER W/ PL -1 FRONT PANEL ON ADJ. (TYP.)-FINISH TO MATCH SELF CLOSING SLIDES WHERE SHOWN ON 2 2 PL -1 PLANS 2 pw,."'�....v'-"w"", MOVED DETAIL TO SHEET A503 x �.. m� ::. - _A&M KETBLACK (TY .) MOVED DETAIL TO SHEET A503 MOVED DETAIL TO SHEET A503 ENLACED OFFICE AREA PLAN AND ELEVATIONS r PROVIDE F.R.T. WOOD BLOCKING AT TOP N AND BOTTOM MOUNTING POINTS PROJECT• 121-5505-00 FOR CONST. B CKET SECTION BREAKRO�SINKM BASE SECTION BREAKROOM CABINETRY ELEVAT� ION BREAKROOM ELEVATION o3.23.�6 /541 TYP. SUPPORT RA #scALE3/4— 1 SCALE3/4 1 -0 SCALE. 3/4" = 1'-0"SCALE. 3/4 — 1 0_� ,� _ I. 179 fl.. r Lfl CD N r Q. Q Q m (MQ LL - I L 0 �I W L LL- -E 0 � I I Q } 0 M (0 , N L a O 06 } O L O o r N E in WI O J ST CTION / DR INISH PLA #= WALL TAG, FER L A700 FOR WALL TYPES A I r-. A I A If _ I r% If 4CCES ORY ALAN 4'x4' FRP 2 FRONT OF UNIT !l! X J Qm rr W `1 z \ J �m �o 30"x48" MINIMUM \ FLOOR SPACE CENTERED UNDER CENTERLINE OF LOW DRINKING LOWER UNIT FOUNTAIN UNIT ADA - HI -LO DRINKING FOUNTAIN SCALE: 1/2" = V-0" C? 3 WOMEN'S RESTROOM SCALE. 1 GYP. BD. LLa�`1 PT -5 SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. AROUND SHIELD 13 4 3 C a T_ M1 7 5 0 = GYP. BD. ° ��L1 F.F. = INSULATE HOT WATER SUPPLY LINE AND 3'-10" 3'-7" T-0" 5'-4' 1'-6" WT 3 DRAIN LINE (TYP.) J WT -3 ST -2 WT 4 MEN'S RESTROOM MEN'S RESTROOM SCALE: 1/4" = V-0" SCALE- 1/4" = 1'-0" 24x3( MIRR COUI AND 3x2xl ANGI P TR) PIPE 2x4 F DROF COUI` AND 3x2xl ANGL F&D VANITY - 2 SINKS SCALE: 3/4" = V-0" 'MEN DESCRIPTION LINSULATE IfIOT WATER SUPF LY PROVIDE AND INSTALL SEE DETAIL 10/A503 ROUND _' .. • ici FLOOR SCHLUTER-SHIENE 1/4" ANODIZED ALUMN. /4-611 LINE AND rIN LINE (TYP.) ANODIZED ALUMN. TOP 3'-112.. TOILET PAPER DISPENSER- OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 659678) 12 AND BOTTOM OF ACCENT, E6 1'-6" TYP AT WOMEN'S 2'-7" T-0" 3'-4" 7 q TOILET PARTITIONS- METPAR CORINTHIAN/NICKLE SILVER #304. HARDWARE- POWDER W W WT -1 C? 3 WOMEN'S RESTROOM SCALE. 1 GYP. BD. LLa�`1 PT -5 SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. AROUND SHIELD 13 4 3 C a T_ M1 7 5 0 = GYP. BD. ° ��L1 F.F. = INSULATE HOT WATER SUPPLY LINE AND 3'-10" 3'-7" T-0" 5'-4' 1'-6" WT 3 DRAIN LINE (TYP.) J WT -3 ST -2 WT 4 MEN'S RESTROOM MEN'S RESTROOM SCALE: 1/4" = V-0" SCALE- 1/4" = 1'-0" 24x3( MIRR COUI AND 3x2xl ANGI P TR) PIPE 2x4 F DROF COUI` AND 3x2xl ANGL F&D VANITY - 2 SINKS SCALE: 3/4" = V-0" GYP. BD. DESCRIPTION LINSULATE IfIOT WATER SUPF LY PROVIDE AND INSTALL SEE DETAIL 10/A503 ROUND EDGE. SATIN FLOOR SCHLUTER-SHIENE 1/4" ANODIZED ALUMN. /4-611 LINE AND rIN LINE (TYP.) ANODIZED ALUMN. TOP 3'-112.. TOILET PAPER DISPENSER- OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 659678) 12 AND BOTTOM OF ACCENT, E6 1'-6" TYP AT WOMEN'S 2'-7" T-0" 3'-4" TO BE PARALLEL TO WALL) q TOILET PARTITIONS- METPAR CORINTHIAN/NICKLE SILVER #304. HARDWARE- POWDER W W WT -1 ., 0w Z ST -1 1f0 IN -STALL ADA COMPLIANT HAND LAV -SEE PLUMBING DRAWINGS. WT -1 WOMEN'S ��ES�TR�OO�M......SCALE. PAPER TOWEL DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU#202802) TOILET SEAT COVER DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 802858) FOR OFFICE DEPOT CONTACT INFORMATION -SEE SHEET A000 . 2 1/4 1 PURCHASE PROGRAM VENDOR AND INSTALLED BY THE CONTRACTOR U.N.O.. 2. MOUNT MIRROR CENTERED OVER LAVATORY. 3. INSTALL PER THE MANUFACTURER INSTRUCTIONS, PROVIDE STABLE AND SOLID IN -WALL BLOCKING TO MEET MOUNTING REQUIREMENTS OF MANUFACTURER. GYP—,'M- YP. WALL TILE. HEIGHT TO COMPLY WITH ADA REQUIREMENTS. 5. ACCESSIBLE STALL DOORS TO BE SELF CLOSING AND PROVIDE A DOOR PULL MOUNTED ON EACH SIDE OF DOOR NEAR THE LATCH. OPERABLE PARTS OF DOOR HARDWARE TO BE MOUNTED BETWEEN 34" AND 48" ABOVE FINISH FLOOR.. 1- 7- 1- NO. REASON DATE 8 04-13-16 01MER ISEL'ISIONS o /0 ENLARGED RESTROOM PLAN, ELEVATIONS AND DETAILS Ir`_- 121-5505-00 • FOR CONST. 03.23.16 A502 r -I r _ 5 C? 3 WOMEN'S RESTROOM SCALE. 1 GYP. BD. LLa�`1 PT -5 SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. AROUND SHIELD 13 4 3 C a T_ M1 7 5 0 = GYP. BD. ° ��L1 F.F. = INSULATE HOT WATER SUPPLY LINE AND 3'-10" 3'-7" T-0" 5'-4' 1'-6" WT 3 DRAIN LINE (TYP.) J WT -3 ST -2 WT 4 MEN'S RESTROOM MEN'S RESTROOM SCALE: 1/4" = V-0" SCALE- 1/4" = 1'-0" 24x3( MIRR COUI AND 3x2xl ANGI P TR) PIPE 2x4 F DROF COUI` AND 3x2xl ANGL F&D VANITY - 2 SINKS SCALE: 3/4" = V-0" WT -1 WOMEN'S RESTROOM SCALE: 1/4" = V-0" WT -3 MEN'S RESTROOM V / SCALE: 1/4" = V-0" TILE NOTES 1. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. TOP AND BOTTOM OF ACCENT, TYP AT WOMEN'S 2. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. AT ALL CORNERS, TYP. AT MEN'S AND WOMEN'S 3. ALL TILE TO BE STACKED PATTERN, INCLUDING THE FLOOR, WITH THE EXCEPTION OF THE GLASS ACCENT TILE IN THE WOMEN'S RESTROOM. WT -3 IS TO HAVE A 1/3 OFFSET. WT -4 IS TO HAVE A 1/2 OFFSET 4. NO TILE ABOVE OR BELOW THE SINK. INSTALL SCHLUTER EDGE STRIP ABOVE TILE BASE. 5. GROUT JOINTS TO BE 1/8" 6. REFER TO 3/A800 FOR FLOOR TRANSITIONS SECTION PT -5 SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. TOP OF TILE, TYP AT MEN'S DECF�Z SCH TE IYP. BD. I I INSULATE HOT WATER I' SUPPLY LINE AND W F 1 DRAIN LINE (TYP.) WOMEN'S RESTROOM 5 GYP. BD. PT-5� WT -3 9 MEN'S RESTROOM SCALE: 1/4" = V-0" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) K.. PL -2 PIONITE WT790 "WEDDING CAKE" 2 - - E FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 CWaT-l��PUR�E�WOO��LGLASS TILE -6 "x12 - #913102102 2 936�9- WT -2 MONROE BRICK GLASS MOSAIC - 100087493 WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 2 1Kt 5 ) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 2 WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 1VAFt " ) 0 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) - 55 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) 2 FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 VB -1 ROPPE RUBBER BASE -#110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4, BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTUR 2 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS S L BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP 6 BEIGE ND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SAL D JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. TOILET ACCESSORIES GYP. BD. DESCRIPTION 1 WHITE FRP INSTALLED AROUND SINK IN JANITOR CLOSET. ONLY G.C. TO TepTOducttotl� c�pytllg OT other Nse of t%I1J CITalYtftg PROVIDE AND INSTALL SEE DETAIL 10/A503 ROUND EDGE. SATIN FLOOR SCHLUTER-SHIENE 1/4" ANODIZED ALUMN. WT -2 ROUND EDGE. SATIN $ AROUND SHIELD ANODIZED ALUMN. TOP - 910Z T add TOILET PAPER DISPENSER- OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 659678) 12 AND BOTTOM OF ACCENT, E6 co TYP AT WOMEN'S N PROVIDE AND INSTALL GRAB BARS. SEE NOTES ON 5/AO02 (TRIM/SHIM AS REQUIRED i M TO BE PARALLEL TO WALL) q TOILET PARTITIONS- METPAR CORINTHIAN/NICKLE SILVER #304. HARDWARE- POWDER W W COATED STEEL ., 0w Z HAND SANITIZER DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# SPECIAL ORDER) 1f0 IN -STALL ADA COMPLIANT HAND LAV -SEE PLUMBING DRAWINGS. WT -1 WOMEN'S RESTROOM SCALE: 1/4" = V-0" WT -3 MEN'S RESTROOM V / SCALE: 1/4" = V-0" TILE NOTES 1. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. TOP AND BOTTOM OF ACCENT, TYP AT WOMEN'S 2. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. AT ALL CORNERS, TYP. AT MEN'S AND WOMEN'S 3. ALL TILE TO BE STACKED PATTERN, INCLUDING THE FLOOR, WITH THE EXCEPTION OF THE GLASS ACCENT TILE IN THE WOMEN'S RESTROOM. WT -3 IS TO HAVE A 1/3 OFFSET. WT -4 IS TO HAVE A 1/2 OFFSET 4. NO TILE ABOVE OR BELOW THE SINK. INSTALL SCHLUTER EDGE STRIP ABOVE TILE BASE. 5. GROUT JOINTS TO BE 1/8" 6. REFER TO 3/A800 FOR FLOOR TRANSITIONS SECTION PT -5 SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. TOP OF TILE, TYP AT MEN'S DECF�Z SCH TE IYP. BD. I I INSULATE HOT WATER I' SUPPLY LINE AND W F 1 DRAIN LINE (TYP.) WOMEN'S RESTROOM 5 GYP. BD. PT-5� WT -3 9 MEN'S RESTROOM SCALE: 1/4" = V-0" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) K.. PL -2 PIONITE WT790 "WEDDING CAKE" 2 - - E FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 CWaT-l��PUR�E�WOO��LGLASS TILE -6 "x12 - #913102102 2 936�9- WT -2 MONROE BRICK GLASS MOSAIC - 100087493 WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 2 1Kt 5 ) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 2 WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 1VAFt " ) 0 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) - 55 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) 2 FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 VB -1 ROPPE RUBBER BASE -#110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4, BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTUR 2 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS S L BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP 6 BEIGE ND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SAL D JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. TOILET ACCESSORIES MARK DESCRIPTION 1 WHITE FRP INSTALLED AROUND SINK IN JANITOR CLOSET. ONLY G.C. TO TepTOducttotl� c�pytllg OT other Nse of t%I1J CITalYtftg PROVIDE AND INSTALL SEE DETAIL 10/A503 infringement will be subject to legal action. JANITOR SINK- SEE PLUMBING DRAWINGS. WITH —FAUCET— PROFLOW PF1118_MOP FLOOR HANGER— PF245 3. SOAP DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 256273 ,..., HAND DRYER- EXCEL DRYER, INC XL -SB (RECESSED) BRUSHED STAINLESS G.0 TO PROVIDE AND INSTALL. - 910Z T add TOILET PAPER DISPENSER- OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 659678) MIRROR- (BRUSHED STAINLESS STEEL)24w X36h. C.0 TO PROVIDE AND INSTALL. 0 r GRAB BARS- (PEENED FINISH) 18 VERT./ 36' SIDE/42 BACK. ADA COMPLIANT. G.C. TO N PROVIDE AND INSTALL GRAB BARS. SEE NOTES ON 5/AO02 (TRIM/SHIM AS REQUIRED TO BE PARALLEL TO WALL) TOILET PARTITIONS- METPAR CORINTHIAN/NICKLE SILVER #304. HARDWARE- POWDER W W COATED STEEL ., 0w Z HAND SANITIZER DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# SPECIAL ORDER) 1f0 IN -STALL ADA COMPLIANT HAND LAV -SEE PLUMBING DRAWINGS. l' SANITARY NAPKIN DISPOSAL- OWNER TO PROVIDE AND GC INSTALL. (SKU# 1314766) 1W2 PAPER TOWEL DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU#202802) TOILET SEAT COVER DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 802858) FOR OFFICE DEPOT CONTACT INFORMATION -SEE SHEET A000 . NOTES 1. ITEMS SHALL BE PURCHASED BY THE GENERAL CONTRACTOR THROUGH THE SPECIAL PURCHASE PROGRAM VENDOR AND INSTALLED BY THE CONTRACTOR U.N.O.. 2. MOUNT MIRROR CENTERED OVER LAVATORY. 3. INSTALL PER THE MANUFACTURER INSTRUCTIONS, PROVIDE STABLE AND SOLID IN -WALL BLOCKING TO MEET MOUNTING REQUIREMENTS OF MANUFACTURER. 4. COORD. SWITCHES SWITCH PLATES AND ACCCESORIES TO BE MOUNTED WITH HEIGHT OF WALL TILE. HEIGHT TO COMPLY WITH ADA REQUIREMENTS. 5. ACCESSIBLE STALL DOORS TO BE SELF CLOSING AND PROVIDE A DOOR PULL MOUNTED ON EACH SIDE OF DOOR NEAR THE LATCH. OPERABLE PARTS OF DOOR HARDWARE TO BE MOUNTED BETWEEN 34" AND 48" ABOVE FINISH FLOOR.. 5815 Westpark Drive 704.525.6350 704.561.8700 www.IIttIeonIIne.com This drawing and the design shown are the property of Little Diversified Architecttfral Consulting. The TepTOducttotl� c�pytllg OT other Nse of t%I1J CITalYtftg without their written consent is prohibited and atly infringement will be subject to legal action. © Little 2016 FLOOR DEcoR .�,� 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT - 910Z T add 0 r N � wo z0 W W 1�v� ., 0w Z : 1.1.. U) 3N 00 LLz N U) N F F,4 -11e�• .��toTHY4���� r 193246 PROJECT PRINCIPAL IN CI IARGL JR P1,QJEc1' MANAGU,R JL DRA\\'N DY JC ISSUE REMSIONS NO. REASON DATE ADDENDUM 2 04-13-16 01MER ISEL'ISIONS ENLARGED RESTROOM PLAN, ELEVATIONS AND DETAILS PROJECT , 121-5505-00 • FOR CONST. 03.23.16 A502 R, E El • 1• lENLARGED DATA/JAN PLAN SCALE. 1/4 — 1 0 11-411 3'-0" 5-9" / r T. . + � i - - 1 C 9'-5" (9) Stacks o Lockers. 2 CENTERED ON WALL (2) 3" CONDUITS 1/2" FRT PLYWOOD FRO FINISH FLOOR TO CEILII CACTCAI Trl CMAAAIAI(? \AI W 5,-41' a LO 1/2" PLYWOOD BEHIND GYP. & a/ 3/4" FILLER BETWEEN STUDS 2'-0" 3'-0" coO PL -2 OVER 3/4" PLYWOOD OR � MDF PANEL CONSTRUCTION .. .. ...) .... PL -3 OVER 3/4" F.R.T. l;9L <�2 , 11 /A50 / VEND. VEND. 3G REQ. a Io00 OFFICE KEY PLAN �.../..../l...-._ . --% .. -� ,.- �...-.,/_ f/...�- .... •..-�.. /.•..............�,.�'.•..�� ....-.. _.....- D C� E ' 8 SCALE: 1/4" = V-0" #= WALL TAG, REFER TO A700 FOR WALL TYPES (2)2x8 V\ FASTEN TO WAL EXISTIN( 10 V�01 XISTING CAGE I 3'-5 3/8" RELOCATED EXISTING LADDER, --I mo CAGE, AND T LOCATE SO ASNO T O DISTURB I IT') 1 EXISTING STRUCTURE I RELOCATED ROOF LADDER PLAN 0 STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) CV rn N ADA ACCESSIBLE DOORS WITH INTEGRAL TOE KICK MOP HANGER -3 BRACKETS PROVIDE TRIM PIECE AT ALL EXPOSED T T L Eu EDGES. DIVERSIFIED ARCHITECTURAL CONSULTING (2) 3" PVC CONDUITS PAINTED S5815 " ' TO MATCH WALL. BEIGE FRP PANELT: 704.525.6350 , .561.8700 4'x6'3/4" F.R.T. PLYWOOD A. 2 WALLS - 48" EXTEND SECURELY FASTEN TO WALL. �. _ 24F0 EACH SIDE OF w■• I i t t I e o n I i n e. c o m PAINT W/ INTUMESCENT PAINT SERVICE SINK OR TO (MATCH WALL COLOR) ADJACENT WALLS 1 his drawing and the design shown are the properly (BOX B) 24"x24"X32" DEEP NETWORK ofhttleDiverrifiedArchitecturalConsulting. The BOX MOUNTED ON CENTER OF F.R.T. reprodzrction co in orotlieruse o this drawin ®® PLYWOOD @ 96" AFF. GROUND TO py g f g L� BUS BAR W/ #6 WIRE witliout their written consent is prohibited and any ` . z� INSTALL GROUNDING BUS BAR S.S. BUMBER GUARD nfrzugen'entnnllbesubjecttolegalach . GROUND BAR TO BUILDING STEEL W/ .... Li 20 t an #6 WIRE. © Little 16 PROVIDE DEDICATED QUAD OUTLET AT 8'-6" AFF REFER TO ELECTRICAL NOTE: ENSURE BLACK BOX LOCATIONS ARE NOT OVER 300' FROM BOX TO TERMINATION POINT. =�` =.\•. (COPPER CAT5 CABLE RESTRICTION)FLOOM �, �.;;,� `r,` .. • , .' . ; , DE ®M %74 BOX B TO BE LOCATED ON THE FRONT WALL �� 2233 LAKE PARK OPPOSITE FROM THE DESIGN CENTER W/ OPEN DRIVE SUITE 400 A SST FRONT &SIDES OF BOX. _ SMYRNA, GA 30080 BLACK BOX -SALES FLOOR % LARGE SERVICE SINK SCALE: 1/4" = V-0" ■ SCALE: N.T.S. PL -2 OVER 3/4" PLYWOOD OR MDF PANEL CONSTRUCTION PROVIDE 1 ADJ, SHELVES ON PINS IN 2'-0" CABINET AND 2 ADJ. SHELVES ON PINS IN 3'-0" CBINET STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) STAINLESS STEEL SHELVES SHARP #R-21 LVF MICROWAVE PURCHASED AND INSTALLED BY G.C. PROVIDE 2" SPACE FOR UNDER CABINET LIGHTING FIXED DRAWER FRONTS AT SINK 24" DEEP BASE CABINET (TYP.) SHARP #R-21 LVF MICROWAVE PURCHASED AND INSTALLED BY G.C. PL -2 OVER 3/4" PLYWOOD OR MDF PANEL CONSTRUCTION STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) ADA ACCESSIBLE DOORS WITH INTEGRAL TOE KICK 3/4" FILLER BREAKROOM CABINETRY ELEVATION SCALE: 3/4" = V-0" 5,-41' a LO I......... . ........ .......... 3/4" FILLER 2'-0" 3'-0" Z-0" 2'-0" PL -2 OVER 3/4" PLYWOOD OR MDF PANEL CONSTRUCTION .. .. ...) .... PL -3 OVER 3/4" F.R.T. PROVID DEDICATED PLYWOOD OR MDF PANEL PL -3 DUPLEX AND DATA ' CONSTRUCTION I........ ............I ` CENTE ED ON WALL aPROVIDE 2 ADJ. SHELVES ON ....... ............'.� o PINS (TYP.) . . . . .. . . ...i .. . . . ....... 12" DEEP WALL CABINET (TYP.) .... ©� I U PROVIDE 2" SPACE FOR UNDER I . ...............I .......... . . . . . • CABINET LIGHTING TILE BACKSPLASH I .... / WT -5 ' ' I. 9 COUNTER TOPa ... ..... . . - I. It7 ... ... . .................. ..1/2"PLYWOOD ... I..... INSTALLED. BEHIND GYP.' • . . . 24" DEEP BASE CABINET (TYP.) ...... ... BD. ..BETWEEN STUDS. ir\d SEE PLAN DTL: BELOW ... ... . PL -3 OVER 3/4" F.R.T. PL -3 PLYWOOD OR MDF PANEL . CONSTRUCTION 0 SINK, REFER TO ACCESSIBLE SINK AREA ' ' ' ..............•.. ....... ' ' ' ' PLUMB114G PROVIDE WOOD P.T. TILE BACKSPLASH DRAWINGS • • . `l BLOCKING AT TOP ............. .................. .. .. . HORIZONTAL RUNNING BOND 10 fV MOUNTING POINTS —-..�..._ ..............-..................................::........ IC......... N � N 2'-0" T-0" 2'-0" 2'-0" 3/4" FILLER BREAKROOM CABINETRY ELEVATION SCALE: 3/4" = V-0" BREAKROOM SINK BASEIWALL CAB. SECTION SCALE: 3/4" = V-0" BREAKROOM ELEVATION SCALE: 3/4" = V-0" 1p, Ila 0 ❑ r � N N � Q W ❑ Z W O Wv� �► 1 LL p �— z ❑ VJ O0 f z LL 04 Q N ,$ O= s .� Hm,0. �t' 3246 3 e rDP r IROJECT TEAM PRINCIPAL IN C11MWE JR PRojF.c,r UANAGER JL ul?jWiN BY JC REMSIONS 10. REASON DATE n2S ADDENDUM Z O}t'�NEP, MVI3IONS' 04-13-16 ` ENLARGED PLAN, ELEVATIONS, AND DETAILS 121-5505-00. ;SUE / DATE SHEET NUMBER 5,-41' I......... . ........ .......... PL -2 OVER 3/4" PLYWOOD OR MDF PANEL CONSTRUCTION .. .. ...) .... PL -3 OVER 3/4" F.R.T. PROVID DEDICATED PLYWOOD OR MDF PANEL PL -3 DUPLEX AND DATA ' CONSTRUCTION I........ ............I ` CENTE ED ON WALL aPROVIDE 2 ADJ. SHELVES ON ....... ............'.� o PINS (TYP.) . . . . .. . . ...i .. . . . ....... 12" DEEP WALL CABINET (TYP.) .... ©� I U PROVIDE 2" SPACE FOR UNDER I . ...............I .......... . . . . . • CABINET LIGHTING TILE BACKSPLASH I .... WT -5 ' ' I. COUNTER TOPa ... ..... . . - I. It7 ... ... . .................. ..1/2"PLYWOOD ... I..... INSTALLED. BEHIND GYP.' • . . . 24" DEEP BASE CABINET (TYP.) ...... ... BD. ..BETWEEN STUDS. SEE PLAN DTL: BELOW ... ... . PL -3 OVER 3/4" F.R.T. PL -3 PLYWOOD OR MDF PANEL . CONSTRUCTION ACCESSIBLE SINK AREA ' ' ' ..............•.. ....... ' ' ' ' PROVIDE WOOD P.T. • • . BLOCKING AT TOP ............. .................. .. .. . AND BOTTOM MOUNTING POINTS BREAKROOM SINK BASEIWALL CAB. SECTION SCALE: 3/4" = V-0" BREAKROOM ELEVATION SCALE: 3/4" = V-0" 1p, Ila 0 ❑ r � N N � Q W ❑ Z W O Wv� �► 1 LL p �— z ❑ VJ O0 f z LL 04 Q N ,$ O= s .� Hm,0. �t' 3246 3 e rDP r IROJECT TEAM PRINCIPAL IN C11MWE JR PRojF.c,r UANAGER JL ul?jWiN BY JC REMSIONS 10. REASON DATE n2S ADDENDUM Z O}t'�NEP, MVI3IONS' 04-13-16 ` ENLARGED PLAN, ELEVATIONS, AND DETAILS 121-5505-00. ;SUE / DATE SHEET NUMBER I' Q 0 N 1 cQ r - O N d' Q r -- O m m (D d LL O 1 M�/,� 3 ME U J LL. 70 `f 0 I W J O O (y) (0 ,It rI ff .--1 rig 0 4 Q Q Q Q o Q r.'._ i .._.___-__w�_. ._._._._.........__....W........_...._._...-_____-..._._...___._.._...._..__....._.._....._ .l i i t :._._.,..__...... .._.w......_..._............,__.__--_--____.._..__..____..:.______W....._....w. __......_.._, ......i ......._._....._.........,..r._........_._....._........,.m.�___�_., II 11 I I I I 3 1 102 This drawing and the design shown aro the property of.Utlle Divers�fiedArcbitectnral Consulting. The AREA OF INFILL. INTERIOR TO INCLUDE THE 102 PT -1 ON FRONT AREA OF INFILL. INTERIOR WALL SURFACE TO BE FLUSH 2233 LAKE PARK DRIVE SUITE 400 AND RIGHT SIDE. WALL SURFACE TO BE FLUSH WITH ADJACENT WALLS. LEFT SIDE OF 9lOZ I � ?!dd WITH ADJACENT WALLS. SURFACE OF WALL TO BE VESTIBULE WALL. M�M N W (� SURFACE OF WALL TO BE READY FOR FINISHES �- 1-- z O W e W U READY FOR FINISHES. O O O LL_z r Q N N IL SEAL PT -6 COORDINATE EXTENT OF PT -6 WITH FINAL FIXTURE LAYOUT. j I tj tj € TRANSFORMER ON FOFil OF VESTIBULE -SEE ELECTRICAL DRAW j PT -1 y„ f,...._ . _ � I J I PRINCIPAL IN CHARGE JR ......................................... I'ROJECI' MANrALR JL ...... .................................... DRAWN BY JC REVISIONS 2 CONCRETE TILT PANEL REASON DATE 2 ADDENDUM 2 ...... 0443-16 -/ 2 BLACK BOX (G.C. TO INSTALL AND PAINT PT-1)WH 2 .I .... I ................... - Nom' .......................... .......................... -. — I .......................... .......................... ,' `' va .......................... INTERIOR ELEVATIONS PRO SALES 104 WAREHOUSE 103 2 REMOVED PLYWOOD FROM INTERIOR ELEVATION WALL ELEVATION (1:�FRONT SCALE: 3/32" = V-0" z A B Q L E 1 1 1 F i I 2 LEFT INTERIOR ELEVATION SCALE: 3/32 — V-10" 103 REAR INTERIOR ELEVATION SCALE: 3/32" = V-0" w� RIGHT INTERIOR ELEVATION got % SCALE: 3/32" = V-0" SALES 102 2 ;�Z 2 REMOVED PLYWOOD FROM WALL ELEVATION NOTE: PAINT ALL CONDUIT ON WALLS TO MATCH ADJACENT COLOR REMOVED PLYWOOD FROM WALL ELEVATION FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6"x12" - #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"06" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"02" PORCELAIN TILE - 100048099 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH, 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. 5815 WestporkCharlotte, CONTINUE PT -6_1 ------SALES 102 This drawing and the design shown aro the property of.Utlle Divers�fiedArcbitectnral Consulting. The AREA OF INFILL. INTERIOR TO INCLUDE THE 102 PT -1 ON FRONT AREA OF INFILL. INTERIOR WALL SURFACE TO BE FLUSH 2233 LAKE PARK DRIVE SUITE 400 AND RIGHT SIDE. WALL SURFACE TO BE FLUSH WITH ADJACENT WALLS. LEFT SIDE OF 9lOZ I � ?!dd WITH ADJACENT WALLS. SURFACE OF WALL TO BE VESTIBULE WALL. M�M N W (� SURFACE OF WALL TO BE READY FOR FINISHES �- 1-- z O W e W U READY FOR FINISHES. PRO SALES 104 WAREHOUSE 103 2 REMOVED PLYWOOD FROM INTERIOR ELEVATION WALL ELEVATION (1:�FRONT SCALE: 3/32" = V-0" z A B Q L E 1 1 1 F i I 2 LEFT INTERIOR ELEVATION SCALE: 3/32 — V-10" 103 REAR INTERIOR ELEVATION SCALE: 3/32" = V-0" w� RIGHT INTERIOR ELEVATION got % SCALE: 3/32" = V-0" SALES 102 2 ;�Z 2 REMOVED PLYWOOD FROM WALL ELEVATION NOTE: PAINT ALL CONDUIT ON WALLS TO MATCH ADJACENT COLOR REMOVED PLYWOOD FROM WALL ELEVATION FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6"x12" - #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"06" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"02" PORCELAIN TILE - 100048099 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH, 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. 5815 WestporkCharlotte, T: 704.525.6350 F: 704.561.8700 www.IittIeonIina.com This drawing and the design shown aro the property of.Utlle Divers�fiedArcbitectnral Consulting. The reproduction, copying or other use qf this drawing without their written consent it prohibited and any infringement will be subject to legal action. Little 2016 FLOORFit,DECOR ._� 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 9lOZ I � ?!dd ■ M�M N W (� N � Q �.. W �- 1-- z O W e W U �.�W ., O O O LL_z r Q N N IL SEAL 103246 PROJECT PRINCIPAL IN CHARGE JR ......................................... I'ROJECI' MANrALR JL ...... .................................... DRAWN BY JC REVISIONS NO. REASON DATE 2 ADDENDUM 2 ...... 0443-16 OifwL,R REP7SIONS .......................... .I .... I ................... .......................... .......................... .......................... .......................... .......................... INTERIOR ELEVATIONS PROJECT 121-5505-00 FOR CONST. 03.23.16 A6 01 0 a CD I C ¢I� t►; C 0 c m. Q0 I r O N HEIGHT VARIES EXSITING DECK CONTINUOUS STUD TRACK TO MATCH GAUGE OF STUDS 2/A700 CEILING AS SCHEDULED 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS O 6" / 22 GA. METAL / STUD AT 16" OC 6"/ 20 GA METAL STUD TRACK ATTACHED TO FLOOR AT 24" OC O HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PROVIDE A CONTINUOUS BEAD OF SEALANT FOR THE FULL LENGTH OF THE WALL 0'-0" AND ON BOTH SIDES T.O. SLAB 1 PARTITION TYPE SCALE: 3/4" = V-0" 16GA. 3 5/8" METAL STUD DIAGONAL BRACING @ 48" O.C.-FASTEN TO (2) #10 TEK SCREWS @ BOTTOM CHORD OF EACH STUD BRACE JOIST CONT. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO STUDS C? 9'-011 CLG. HT. CEILING AS SCHEDULED 5/8" GYPSUM BOARD- OVER SECURITY MESH SECURITY MESH: FLATTENED DIAMOND MESH (ASTM A 569 CARBON STEEL) REFER TO SPECIFICATION 5/8" GYPSUM BOARD rl �J SECURITY MESH UNDER GYP. BD. 25GA. 3 5/8" METAL STUD L"_�@ 16" O.C. VAULT CASHROOM 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (0.157 SHANK) POWER DRIVEN FASTENER @ 24" O.C. W/ 0,-0 „ 1 1/2" EMBED T.O. LAB 6 PARTITION TYPE SCALE: 3/4" = V-0" 6 A 6" METAL STUU WALL W/ 3/4" Vl1 FRT PLYWOOD ON SALES SIDE TO 8'-0" AND GYP. BD EXTENDED TO Bo rrom OF DECK. PROVIDE SOUND BATT INSULATION. HEIGHT VARIES EXSITING DECK CONTINUOUS STUD TRACK TO MATCH GAUGE OF STUDS FINISH w/ J -MOULD CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. 12'-0" A.F.F. T.O. DISPLAY WALL 2/A700 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 6" / 22 GA. METAL STUD AT 16" OC PROVIDE SOUND BATT INSULATION WALL TILE. SEE RESTROOM NOTES ON SHEET A502 6"/ 20 GA METAL STUD TRACK ATTACHED TO FLOOR AT 24" OC HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PROVIDE A CONTINUOUS BEAD OF SEALANT FOR THE FULL LENGTH OF THE WALL AND ON BOTH SIDES 6" METAL STUD/ PROVIDE MOISTURE RESISTANT DRYWALL AT WET WALL IN RESTROOMS AND BREAK ROOM. NO SOUND INSTALLATION. 6" METAL STUD/ PROVIDE 3/4" PLYWOOD TO 6-0" AT FULL WIDTH OF ELECTRICAL PANELS WALL. NO SOUND INSTALLATION. SAME AS 2 BUT NO WALL TILE. SAME AS 2 BUT NO GYP ONLY PLYWOOD TO BOTTOM OF DECK: NO SOUND INSTALLATION. 1 X 8 PAINTED WOOD CAP PAINTED 1 X 6 CROWN ON BOTH SIDES OF WALL 25GA. 3 5/8" METAL STUD I I: @ 16" O.C. II II I ' I POST SEE DETAIL III BELOW. I: III' I, I I 22GA. 3 5/8" METAL STUD 0 I I TRACK ATTACHED TO -v I I FLOOR @ 24" O.C. II II 1 1 HILTI X -U (SHANK III WIDTH 0.157 IN) I I POWER DRIVEN III FASTENER @ 24" O.C. WITH 1 1/2" MIN. 0'-0" I 1 I EMBED T.O. SLAB 7 PARTITION TYPE SCALE: 3/4" = 1'-0" (2) #10 TEK SCREWS @ EACH STUD BRACE — 9'-011 CLOG. HT, 16GA. 3 5/8" METAL STUD DIAGONAL BRACING @ 48" O.C.-FASTEN TO BOTTOM CHORD OF JOIST CONT. 22GA, 3 5/8" METAL STUD TRACK ATTACHED TO STUDS CEILING AS SCHEDULED PROVIDE SOUND BATT INSULATION AROUND MANAGERS OFFICE AND PERIMETER OF OFFICE COMPLEX ONLY 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 25GA. 3 5/8" METAL STUD @ 16" O.C. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (0.157 SHANK) POWER DRIVEN FASTENER @ 24" O.C. W/ 1 1/2" EMBED 0'-0" h(` T.O. LAB W PARTITION TYPE 3 O N I SCALE: 3/4" = V-0" 3 A CASH OFFICE: PROVIDE 5/8" GYP. BD. OVER 3/4" FIRE TREATED PLYWOOD U) PANELS SECURED TO METAL STUDS W/ 1 1/4" DRYWALL FASTENERS ON (l ALL WALLS AND CEILING. W RESTROOMS: PROVIDE 5/8" GYP. BD. ONE SIDE ON 3 5/8" METAL STUDS DD SECURE W/ 1 1/4" DRYWALL FASTENERS U) PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. RESTROOM r SIDE ON 3 5/8" METAL STUDS W/ 1 1/4" DRYWALL FASTENERS 3DPROVIDE 5/8" MOISTURE RESISTANT GYP. BD. ON 3 5/8" METAL SPUDS WI 1 10'-9" 1/4" DRYWALL FASTENERS O RESTROOMS: PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. RESTROOM UP TO 13'-0" ID ET RY ST w 8" METAL STUD/ PROVIDE 3/4" PLYWOOD TO 6'-0" AT FULL WIDTH OF N'`, ELECTRICAL PANELS WALL. NO SOUND INSTALLATION. 11�/ + 8" METAL STUD WITH 5/8" GYP. BD. EACH SIDE C 5TUP � STUD @ 16" O.C. @ 16" O.C. TO 22 ST UP TO 17'-3" 15'-0" 20 TO STRUCTURE STRUCTURE ABOVE—\ UP TO 17'-11" 15'-7" DRAWN 15Y JC ji i Q ABOVE NO, 3/4" F.R.T. PLYWOOD o SECURED TO 1It � C' - 22GA. 6" METAL STUD 22GA. 6" METAL STUD 0`F l3-lG 16 Si j DRYWALL AND METAL STUDS WITH TRACK ATTACHED TO TRACK ATTACHED TO C C° 1 1/2" BUGLE HEADr I { FLOOR @ 24" O.C. FLOOR @ 24" O.C. DRYWALL SCREWS m 22'-0" I O ST UP TO 26'-1" 22'-10" O 20 Si HILTI X -U (SHANK HILTI X -U (SHANK 23'-8" 18 Si LCL WIDTH 0.157 IN) WIDTH 0.157 IN) C '' 16 Si UP TO 30'-0" t POWER DRIVEN POWER DRIVEN w UP TO 32'-0" CONST. 60OS162-43 (EXTERIOR INFILL AREAS) UP TO 14'-5" J Q FASTENER @ 24" FASTENER @ 24" Cri I ' U) )1 O.C. WITH 1 1/2" MIN. O.C. WITH 1 1/2" MIN. 0,4 �I EMBED EMBED T.O. SLA13 8A CO i 0'-0" r T.O. SLAB 12'-0" A.F.F. T.O. DISPLAY WALL 2/A700 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 6" / 22 GA. METAL STUD AT 16" OC PROVIDE SOUND BATT INSULATION WALL TILE. SEE RESTROOM NOTES ON SHEET A502 6"/ 20 GA METAL STUD TRACK ATTACHED TO FLOOR AT 24" OC HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PROVIDE A CONTINUOUS BEAD OF SEALANT FOR THE FULL LENGTH OF THE WALL AND ON BOTH SIDES 6" METAL STUD/ PROVIDE MOISTURE RESISTANT DRYWALL AT WET WALL IN RESTROOMS AND BREAK ROOM. NO SOUND INSTALLATION. 6" METAL STUD/ PROVIDE 3/4" PLYWOOD TO 6-0" AT FULL WIDTH OF ELECTRICAL PANELS WALL. NO SOUND INSTALLATION. SAME AS 2 BUT NO WALL TILE. SAME AS 2 BUT NO GYP ONLY PLYWOOD TO BOTTOM OF DECK: NO SOUND INSTALLATION. 1 X 8 PAINTED WOOD CAP PAINTED 1 X 6 CROWN ON BOTH SIDES OF WALL 25GA. 3 5/8" METAL STUD I I: @ 16" O.C. II II I ' I POST SEE DETAIL III BELOW. I: III' I, I I 22GA. 3 5/8" METAL STUD 0 I I TRACK ATTACHED TO -v I I FLOOR @ 24" O.C. II II 1 1 HILTI X -U (SHANK III WIDTH 0.157 IN) I I POWER DRIVEN III FASTENER @ 24" O.C. WITH 1 1/2" MIN. 0'-0" I 1 I EMBED T.O. SLAB 7 PARTITION TYPE SCALE: 3/4" = 1'-0" (2) #10 TEK SCREWS @ EACH STUD BRACE — 9'-011 CLOG. HT, 16GA. 3 5/8" METAL STUD DIAGONAL BRACING @ 48" O.C.-FASTEN TO BOTTOM CHORD OF JOIST CONT. 22GA, 3 5/8" METAL STUD TRACK ATTACHED TO STUDS CEILING AS SCHEDULED PROVIDE SOUND BATT INSULATION AROUND MANAGERS OFFICE AND PERIMETER OF OFFICE COMPLEX ONLY 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 25GA. 3 5/8" METAL STUD @ 16" O.C. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (0.157 SHANK) POWER DRIVEN FASTENER @ 24" O.C. W/ 1 1/2" EMBED 0'-0" h(` T.O. LAB I PARTITION TYPE 3 O N I SCALE: 3/4" = V-0" 3 A CASH OFFICE: PROVIDE 5/8" GYP. BD. OVER 3/4" FIRE TREATED PLYWOOD J PANELS SECURED TO METAL STUDS W/ 1 1/4" DRYWALL FASTENERS ON I PER I ALL WALLS AND CEILING. 3D RESTROOMS: PROVIDE 5/8" GYP. BD. ONE SIDE ON 3 5/8" METAL STUDS DD SECURE W/ 1 1/4" DRYWALL FASTENERS 3CRESTROOMS: PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. RESTROOM lC SIDE ON 3 5/8" METAL STUDS W/ 1 1/4" DRYWALL FASTENERS 3DPROVIDE 5/8" MOISTURE RESISTANT GYP. BD. ON 3 5/8" METAL SPUDS WI 1 10'-9" 1/4" DRYWALL FASTENERS I RESTROOMS: PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. RESTROOM UP TO 13'-0" ID ET RY ST 3/4" FRT 3F 8" METAL STUD/ PROVIDE 3/4" PLYWOOD TO 6'-0" AT FULL WIDTH OF PLYWOOD ELECTRICAL PANELS WALL. NO SOUND INSTALLATION. 11�/ + 8" METAL STUD WITH 5/8" GYP. BD. EACH SIDE STUDS 5/8" GYP. CLG. S 3/4" FRT — PLYWOOD 6" MTL.— STUDS 5/8" GYP: CLG. CONT. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO STUDS 2X CAP 5/8" GYPSUM WALL BOAR BOTH SIDES SECURED TI METAL STUDS W/ 1 1/4" DRYWALL SCREWS POST SEE DETAIL BELOW 25GA. 3 5/8" METAL STUD @ 16" O.C. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (0.157 SHANK) POWER DRIVEN FASTENER @ 24" O.C. W/ 1 1/2" EMBED 4 PARTITION TYPE SCALE: 3/4" = 1'-U" b 0 E NOTE: LOW WALL BY FIXTURE CONTRACTOR 4'-0" A.F.F. T.O. DISPLAY WALL 1/2" FRT MDF SECURED TO WOOD STUDS TWO 3/4"x3 1/2" FIRE -RATED SHEATHING SECTIONS LAMINATED AND INSTALLED AT 16" O.C. - SEE DETAIL 1 Au -u' 5 PARTITION TYPE SCALE: 3/4" = 1'-0" T.O. SLAB 9 PARTITION TYPE SCALE: 3/4" = V-0" 1 X 8 PAINTED WOOD CAP 3/4" FIRE -RATED PLYWOOD TOP PLATE PAINTED 1 X 6 CROWN ON BOTH SIDES OF WALL 3/4" FIRE -RATED PLYWOOD BOTTOM PLATE 2X4 P.T. FIRE RATED RUNNER HILTI X -U (SHANK WIDTH 0.157 IN) POWER - DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED CENTER LINE OF STEEL POST HSS 2"x2"x3/16" POST (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 150 EPDXY 1/2" BASE PLATE HSS 2"x2"x3/16" POST (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILT[ HY 150 EPDXY 1/2" BASE PLATE SLAB a a n, D LL BRACING DETAIL LOW WA SCALE: 3" = V-0" STRUCTURE ABOVE ATTACH TO GA. STRUCTURE W/ #8 I 1/4" TEMPERED GLAZING MAX. UNSUPPORTED HEIGHT O N I TRACK I ATTACH TOP .. I TYPE I TRACKS W/ #10 I PER I SCREWS 16" O.C. I EA. SIDE • I 3 5/8" 20 GA. METAL UP TO 12'-1" METAL STUD WALL I BRONZE ALUM. FRAME o 2 SCALE: 3" = V-0" 10'-9" r � N I TO MATCH ENTRY UP TO 13'-0" 11'-6" I ST 25GA. 3 5/8" METAL 25GA. 3 5/8" METAL STUD 12'-0" N 25 5TUP TO 16'-0" STUD @ 16" O.C. @ 16" O.C. TO 22 ST UP TO 17'-3" 15'-0" 20 TO STRUCTURE STRUCTURE ABOVE—\ UP TO 17'-11" 15'-7" DRAWN 15Y JC ji i Si ABOVE NO, 18 � I 22GA. 6" METAL STUD 22GA. 6" METAL STUD 0`F l3-lG 16 Si j TRACK ATTACHED TO TRACK ATTACHED TO 14 C° UP TO 22'-0" I { FLOOR @ 24" O.C. FLOOR @ 24" O.C. ST m 22'-0" I t ST UP TO 26'-1" 22'-10" 6„ 20 Si HILTI X -U (SHANK HILTI X -U (SHANK 23'-8" 18 Si UP TO 28'-0" WIDTH 0.157 IN) WIDTH 0.157 IN) 16 Si UP TO 30'-0" t POWER DRIVEN POWER DRIVEN Si UP TO 32'-0" CONST. 60OS162-43 (EXTERIOR INFILL AREAS) UP TO 14'-5" 03.23.16 FASTENER @ 24" FASTENER @ 24" O.C. WITH 1 1/2" MIN. O.C. WITH 1 1/2" MIN. 0,4 EMBED EMBED T.O. SLA13 8A 8 PARTITION TYPES -AT VESTIBULE SCALE: 3/4" = 1'-0" S 3/4" FRT — PLYWOOD 6" MTL.— STUDS 5/8" GYP: CLG. CONT. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO STUDS 2X CAP 5/8" GYPSUM WALL BOAR BOTH SIDES SECURED TI METAL STUDS W/ 1 1/4" DRYWALL SCREWS POST SEE DETAIL BELOW 25GA. 3 5/8" METAL STUD @ 16" O.C. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (0.157 SHANK) POWER DRIVEN FASTENER @ 24" O.C. W/ 1 1/2" EMBED 4 PARTITION TYPE SCALE: 3/4" = 1'-U" b 0 E NOTE: LOW WALL BY FIXTURE CONTRACTOR 4'-0" A.F.F. T.O. DISPLAY WALL 1/2" FRT MDF SECURED TO WOOD STUDS TWO 3/4"x3 1/2" FIRE -RATED SHEATHING SECTIONS LAMINATED AND INSTALLED AT 16" O.C. - SEE DETAIL 1 Au -u' 5 PARTITION TYPE SCALE: 3/4" = 1'-0" T.O. SLAB 9 PARTITION TYPE SCALE: 3/4" = V-0" 1 X 8 PAINTED WOOD CAP 3/4" FIRE -RATED PLYWOOD TOP PLATE PAINTED 1 X 6 CROWN ON BOTH SIDES OF WALL 3/4" FIRE -RATED PLYWOOD BOTTOM PLATE 2X4 P.T. FIRE RATED RUNNER HILTI X -U (SHANK WIDTH 0.157 IN) POWER - DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED CENTER LINE OF STEEL POST HSS 2"x2"x3/16" POST (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 150 EPDXY 1/2" BASE PLATE HSS 2"x2"x3/16" POST (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILT[ HY 150 EPDXY 1/2" BASE PLATE SLAB a a n, D LL BRACING DETAIL LOW WA SCALE: 3" = V-0" STRUCTURE ABOVE METAL STUD SCHEDULE ATTACH TO GA. STRUCTURE W/ #8 16" O.C. SCREWS MAX. UNSUPPORTED HEIGHT 4" 20 GA. METAL N I TRACK WALL I ATTACH TOP .. I TYPE I TRACKS W/ #10 I PER I SCREWS 16" O.C. • PLAN I EA. SIDE • I 3 5/8" 20 GA. METAL UP TO 12'-1" METAL STUD WALL I 25 DETAIL STRUCTURE 2 SCALE: 3" = V-0" 10'-9" METAL STUD SCHEDULE SIZE GA. TYPE 16" O.C. 24" O.C. MAX. UNSUPPORTED HEIGHT infringement will be subject to legal action. 1-5/8" 25 ST UP TO 10'-7" 9'-9" 22 ST 20 ST UP TO 12'-1" 11'-0 2-1/2" 25 ST UP TO 12'-6" 10'-9" r � N 22 ST UP TO 13'-0" 11'-6" 20 ST UP TO 13'-10" 12'-0" N 25 5TUP TO 16'-0" 13'-6" 22 ST UP TO 17'-3" 15'-0" 20 ST UP TO 17'-11" 15'-7" DRAWN 15Y JC 20 Si UP TO 18'-6" NO, 18 Si UP TO 19'-3" ASU Nvunl 0`F l3-lG 16 Si UP TO 20'-0" 14 Si UP TO 22'-0" 22 ST UP TO 25'-3" 22'-0" 20 ST UP TO 26'-1" 22'-10" 6„ 20 Si UP TO 26'-8" 23'-8" 18 Si UP TO 28'-0" 16 Si UP TO 30'-0" 14 Si UP TO 32'-0" CONST. 60OS162-43 (EXTERIOR INFILL AREAS) UP TO 14'-5" 03.23.16 rill : m. www.IIttIeonline.com This drawing and the design shown are the property of Litlle Divers�ied Arcliitectsrral Consulting. "I'he reproduction, copying or other use of this drawing witbout their written consentisprohibited and ary infringement will be subject to legal action. @ Little 2016 DECOR &?4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 10 r" � N N Q W r � N z O WW_j Wz® O �O LLZ N U) N 0 IL QiHy AR 3246 PIUNCIPAL IN OI LJtGE JR I1R0jL:CI' NLANAGEX JL DRAWN 15Y JC NO, REASON DATE ASU Nvunl 0`F l3-lG UIE�NEiR1�GG�1S'IUNS PARTITION TYPES •-• saafm 121-5505-00 FOR CONST. �� O 0 03.23.16 v a I Q 20 031 O C) co IQ co ,It 11J u_ -2 0 c w I 0 L ' C n O c sill ME C)> 0 c�) co IL T_ 0 U N W 0 0 LL 0 0 0 cu N fi ROOM FINISH SCHEDULE SET 6 -DATA ROOM AREA/ 3-HINGE-(MPB79 US26D MK) FRAME TYPES WALLS CEILING OR EXPOSED STRUCTURE DOOR SCHEDULE AREA/ ROOM NAME FLOOR NOTE: -SINGLE EGRESS DOORS REMARKS 3 HINGE-(MPB91 NRP US32D MK) DOOR NUMBER DOOR LOCATION TYP 1 -CYLINDER -MORTISE - (10020ON MK 26 MC) DOOR MATERIAL FINISH TYPE FRAME MATERIAL FINISH DETAILS HEAD JAMB SILL HARDWARE COMMENTS >- 101 EXTERIOR TO VESTIBULE A k 14'4" 7'-6" 1 ALUM. DK BRONZE BY MAN UF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,2,4 AND 7 Ir- 102 VESTIBULE TO SALES AREA A 14'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,7, AND 9 w VARIES 2, EXPOSED DUCTWORK TO BE PREPARED FOR PAINTED FINISH 1- CONTINUOUS HINGE - (CFM HDI PE) RAME POLISHED 1- SURFACE CLOSER - (2701 689 YA) / / / ,+� / % 1 / / I / 'i 1027 DESIGN CENTER CONCRETE GYP. BOARD /CONCRETE PT -6 102A PRO SALES TO EXTERIOR F 8'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,2, AND 7 WAREHOUSE 1026 EXISTING DOUBLE DOORS PT -1 VB -1 EXPOSED PT -2 VARIES RACKING AND EXPOSED GYP. BD. (BST)- BEST PT (DJO)- DON JO / Z #2 NOTE 14 Coll� 102C EXISTING DOUBLE DORS 104 PRO SALES POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 VB -1 EXPOSED PT VARIES 105 MENS RESTROOM 1 #2 NOTE 14 PT -4 102D EXISTING SINGLE DOOR PT -2 9'-0" A.F.F. SO THAT DOOR SWING IS CLEAR 106 WOMENS RESTROOM TILEPT-4 TILE WAINSCOT /GYP. BOARD PT (STAN)- STANLEY GYP. BD PT -2 #2 NOTE 14 a JANITOR'S ROOM POLISHED CONCRETE FRP/GYP. BOARD PT -4 VB -1 EXPOSED DOORTYPES :.. .....• 108 CORRIDOR 1 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 J 9'-0" A.F.F. 109 BREAKROOM FAUX WOOD VINYL TILE GYP. BOARD PT -4 VB -1 ACT -1 - 9'-0" A.F.F. 110 TRAINING ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 9'-0" A.F.F. 111 CORRIDOR #2 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 - 9'-0" A.F.F. 112 VAULT POLISHED CONCRETE GYP. BOARD PT -4 VB -1 GYP. / PLWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS 113 CASH ROOM POLISHED GYP. BOARD 2 103 PRO SALES TO EXTERIOR E 12'4" 10'-0" --- PREFINISHED OVHD. COILIN --- --- --- J-3 --- #11 NOTE 10 115 103A 03 TRASH COMPACTOR A EH US G - 3'-6" 8'-0" 3'-6" 8'-0" H.M. --- PT --- 3 EX TI G H.M. --- PT --- H-4 --- J-4 --- S-4 --- #4 #11 1 HOUR RATED NOTE 13 io) 103CWAREHOUSE 8'-0" A.F.F. - 8'-0" 10'-0" --- --- EXISTING -_- ---- --- --- --- #11 NOTE 13 X --.&,-W&l --- __N1_ -^-__1e% - ,�,,_�_.^ .6. .0% -16 11%__11__,.� _el_lp_ -..el - "I - A _.8'.��, I& 6. -, ____ Al. _.%1_R^__1pN_.0%_.-� - _ _ - �: 3 - I..,: I v r 1.. CH E C K 1' d U'f . I . f': � : .... ACT -1 = CORTEGA - SECOND LOOK #770/77M 24x24x5/8" 15/16" SQUARE LAY -IN . I t: SALES -I i,.:::.'Jr.. 4 i'• { .I D 'IG r,• . ES N ' CENTER . *. � I . 1. r. L 105 MEN'S RESTROOM D T-0" 7'-0" WD, LAMINATE 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5; 6, 8 . I 106 WOMEN'S RESTROOM D T-0" 7'4" WD. LAMINATE 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5, 6, 8 107 JANITOR'S ROOM B1 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #5 108 CORRIDOR #1 I u.,} RE: PLANS 8'-0" ,1 - 41-° 2 .4 .9 3 •5 3.8 4 5 5.1 6 7 w 109 BREAKROOM D T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5 ¢O 110 TRAINING ROOM D T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 0 111 CORRIDOR #2 1 H.M. PT NOTE 3 a 112 VAULT B 314" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #9 0113 CASH ROOM B T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #9 U- 114 ASST MGR, OFFICE K T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #7 0 115 CEM OFFICE K T-0" 7'4" H.M. PT 1 H.M. PT H-1 J-1 3-11 #7 116 117 DATA ROOM SIGN ROOM B1 B T-0" T-0" 7'-0" 7'-0" H.M. H.M. PT P 1 1 H.M.PT H.M. PT H-1 H-1 J-1 J-1 S-1 S-1 #6 #5 118 ELECTRICAL ROOM - --- --- --- PT EXISTING --- ---- --- --- --- #5 PASSAGE LOCKSET ONLY 118A ROOF HATCH --- EXISTING --- ---- --- --- --- #11 RELOCATE EXISTING 130 WAREHOUSE TO SALES PROVIDE ATE BETWEEN SALES AND AREUSE. WID HO H TBD. REFS TO 4/A801 FO DETAILS AND 101 FOR LOCA ION ROOM FINISH SCHEDULE SET 6 -DATA ROOM AREA/ 3-HINGE-(MPB79 US26D MK) FRAME TYPES WALLS CEILING OR EXPOSED STRUCTURE 1-SFIC CORE - (33700006K MK. 26 MC) N 1/4„ AREA/ ROOM NAME FLOOR NOTE: -SINGLE EGRESS DOORS REMARKS 3 HINGE-(MPB91 NRP US32D MK) ALL EXTERIOR GLAZING IS NOTE: SEE DETAILS ON SHEET A801 1 -CYLINDER -MORTISE - (10020ON MK 26 MC) SINGLE GLAZED LAMINATED, ROOM # SET 7 -OFFICE 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) (INSIDE GLAZING IS TEMPERED.) 1 -DOOR SWEEP-(18062CNB PE) SEE SCHEDULE 1 -RAIN GUARD -(346C PE) MATERIAL PAINT BASE MATERIAL PAINT HEIGHT 1 -SURFACE CLOSER -(2701 689 YA) 101 VESTIBULE POLISHED CONCRETE GYP. BOARD PT -1 VB -1 GYP. BD. - 10'-0" A.F.F. SET 8 -NOT USED 102 SALES AREA POLISHED 1-GASKETING-(45041 CNB PE) * 1 -DOOR SWEEP-(l8062CNB PE) LUMINUM DOOR IN ANUFACTURER'S l __.-� 1. PAINT COLUMNS PER DETAIL 1/A800 �i �/ I/ CONCRETE GYP. BOARD /CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES 2, EXPOSED DUCTWORK TO BE PREPARED FOR PAINTED FINISH 1- CONTINUOUS HINGE - (CFM HDI PE) RAME POLISHED 1- SURFACE CLOSER - (2701 689 YA) / / / ,+� / % 1 / / I / 'i 1027 DESIGN CENTER CONCRETE GYP. BOARD /CONCRETE PT -6 VB -1 EXPOSED PT -2 VARIES *BASE ONLY WHERE THERE IS NO 3 -HINGE - (MPB79 US26D MK) AVE EMERGENCY 1 -PUSH PLATE - (70C US32D RO) 1 -PULL PLATE - (111x7OC US32D RO) 1 -STOP -(406/409/441H US32D RO) / / / � / �<�,_ ���-✓� / ! / / � 103 WAREHOUSE POLISHED CONCRETE GYP. BOARD /CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES RACKING AND EXPOSED GYP. BD. (BST)- BEST UNCTION (DJO)- DON JO / Z // // // :1 (FRNK)- FOLGER ADAM CO, EXTEND 2' BEHIND RACKING WHERE APPLICABLE, 104 PRO SALES POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES 105 MENS RESTROOM TILE TILE WAINSCOT /GYP. BOARD PT -4 (NGPI- NATIONAL GUARD PRODUCTS GYP. BD PT -2 9'-0" A.F.F. SO THAT DOOR SWING IS CLEAR 106 WOMENS RESTROOM TILEPT-4 TILE WAINSCOT /GYP. BOARD (STAN)- STANLEY GYP. BD PT -2 9'-0" A.F.F. '. Fl07 JANITOR'S ROOM POLISHED CONCRETE FRP/GYP. BOARD PT -4 VB -1 EXPOSED DOORTYPES :.. .....• 108 CORRIDOR 1 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 J 9'-0" A.F.F. 109 BREAKROOM FAUX WOOD VINYL TILE GYP. BOARD PT -4 VB -1 ACT -1 - 9'-0" A.F.F. 110 TRAINING ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 9'-0" A.F.F. 111 CORRIDOR #2 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 - 9'-0" A.F.F. 112 VAULT POLISHED CONCRETE GYP. BOARD PT -4 VB -1 GYP. / PLWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS 113 CASH ROOM POLISHED GYP. BOARD PT -4 VB -1 GYP../ PLWD PT -2 9-0 A.F.F. SECURITY MESH CEILINGS AND WALLSCONCRETE 114 , ASS T MGR OFFICE POLISHED CONCRETE GYP. BOARD . PT- 4 VB -1 ACT -1 --- 9'-0" A.F.F. B 0. 115 CE OFFICE M FFI E POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 9'-0" A.F.F. 116 DATA OM RO POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 8'-0" A.F.F. 117 SIGN ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 EXPOSED __. A ®118 EXISTING ELECTRICAL ROOM --- --- --- --- --- --- ...][... ;. . . �• . . �'.' :�:: i. 3 - I..,: pft0:: v r 1.. CH E C K 1' d U'f . I . f': � : .... ACT -1 = CORTEGA - SECOND LOOK #770/77M 24x24x5/8" 15/16" SQUARE LAY -IN SF -E SCHEDULF, L SEE SCHEDULE r - 2" 2" - le It 7T 2 . I HOLLOW q METAL o O F_ I FRAME ~ 2E i HOLLOW METAL FRAME 1 SET 6 -DATA ROOM 2 3-HINGE-(MPB79 US26D MK) FRAME TYPES 1 -STORE ROOM LOCK -(B PB 4705LN 626 YA) z 1-SFIC CORE - (33700006K MK. 26 MC) N 1/4„ 1 -SURFACE CLOSER - (2701 689 YA) r� SET 2 NOTE: -SINGLE EGRESS DOORS 3 -SILENCERS -(608 RO) 3 HINGE-(MPB91 NRP US32D MK) ALL EXTERIOR GLAZING IS NOTE: SEE DETAILS ON SHEET A801 1 -CYLINDER -MORTISE - (10020ON MK 26 MC) SINGLE GLAZED LAMINATED, 2 SET 7 -OFFICE 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) (INSIDE GLAZING IS TEMPERED.) 1 -DOOR SWEEP-(18062CNB PE) SEE SCHEDULE 1 -RAIN GUARD -(346C PE) 1-SFIC CORE - (33700006K MK 26 MC) 1 -SURFACE CLOSURE- (2721 689 YA) 1 -STOP -(406/409/441H US32D RO) � 3 -SILENCERS -(608 RO) HINGE 1 -SURFACE CLOSER -(2701 689 YA) SET 3 -TRUCK DRIVERS DOOR LIDING PANEL 'IN (CAN BE UNLOCKED USING KEY OR USING INTERIOR 3 HINGE-(MPB91 NRP US32D MK) LOCKING MECHANISM) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) IL I AUTOMATIC SET 8 -NOT USED I- --CYLINDER-MORTISE MK 26 MCMC 1i - 1-GASKETING-(45041 CNB PE) / 1 -DOOR SWEEP-(l8062CNB PE) LUMINUM DOOR IN ANUFACTURER'S l __.-� /��� �i �/ I/ 1 -DOOR BELL- (SEE DOOR SCHEDULE NOTE 4) , 1 -MAIL SLOT- (SEE DOOR SCHEDULE NOTE 11) SET 9 I -CASH /VAULT SET 4 -TRASH COMPACTOR 3 -HINGE - (MPB79 US26D MK) 1- CONTINUOUS HINGE - (CFM HDI PE) RAME 1 -PADLOCK 1- SURFACE CLOSER - (2701 689 YA) / / / ,+� / % 1 / / I / 'i 1 -VIEWER - (622 STNN RO) -ACTIVE LEAFS TO 1-DEADBOLT-(BD112 626 YA) / (ALWAYS REQUIRES KEY TO ENTER) . i \ SET 5 -JANITOR'S / SIGN ROOM DOORS .. .. . l` . , :, �:: 3 -HINGE - (MPB79 US26D MK) 3 -HINGE - (MPB79 US26D MK) AVE EMERGENCY 1 -PUSH PLATE - (70C US32D RO) 1 -PULL PLATE - (111x7OC US32D RO) 1 -STOP -(406/409/441H US32D RO) / / / � / �<�,_ ���-✓� / ! / / � , h.. . 3 -SILENCERS -(608 RO) REAK-AWAY 1 -HOLD OPEN - BREAK ROOM & TRAINING ROOM ONLY ABBREVIATIONS (ADM)- ADAMS RITE SET 11 -WAREHOUSE / ROOF HATCH (BAL)- BALDWIN 1 -PADLOCK - (5451 FRON MK MC) ASSA ABLOY PROVIDES (BST)- BEST UNCTION (DJO)- DON JO / Z // // // :1 (FRNK)- FOLGER ADAM CO, (GLY)- GLYNN JOHNSON (HAG)- HAGER .. r (IVES) -IVES 2 //// (LCN) -LCN RACKS/FRAME TO BE INSTALLED (LSE)- LOCKNETIGS SECURITY ENGINEERING \ (MK)- MCKINNEY r (NGPI- NATIONAL GUARD PRODUCTS %i �// SO THAT DOOR SWING IS CLEAR \ (RO) - ROCKWOOD _..... l._... ._....... _ (STAN)- STANLEY (YA) - YALE F OBSTRUCTION '. OF IC F r f TRACK TO BE INSET TO ALLOW ... ` 1 •• SIDELITES TO SWING OUTWARD DOORTYPES :.. .....• :...•...., 3 HOLLOW METAL FRAME DOOR SCHEDULE GENERAL NOTES A. ALL INTERIOR DOORS ARE TO BE 1-3/4" THICK UNLESS NOTED OTHERWISE. B. REFER TO FRAME TYPE FOR CORRESPONDING HEAD AND JAMB DETAILS UNLESS NOTED OTHERWISE. C. COORDINATE SIZE OF DOOR FRAME THROAT WITH WALL PARTITION TYPE. D. MOUNT DOOR CLOSERS ON N -PUBLIC SIDE OF DOOR TYPICAL E. INSTALL DOOR VIEWER/DOOR SCOPE IN DOORS INDICATED BY HARDWARE SETS-2"WIDE SCOPE VIEW. BLACK ANODIZED ALUMINUM (ASD-#DS238-BLK@ WWW SAFETY DEVICES.COM, GRAINGER MODEL 1M HEWS, OR EQUAL) INSTALL @ 48" AFF F. FOR DOORS THAT HAVE DOUBLE KEYED LOCKS AND ARE READILY VISIBLE, DURABLE SIGN LETTERS NOT LESS THAN 1" (25 MM) HIGH ON A CONTRASTING BACKGROUND THAT READ "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED" ARE TO BE LOCATED ON OR ADJACENT TO THE DOOR LEAF, G. REFERENCE A002 FOR ADA REQUIREMENTS. DOOR SCHEDULE NOTES 1. AUTO SLIDER BY BESAM - ASSA ABLOY. 2. PROVIDE U -CHANGE CYLINDER. 3. 3-0 X 7-0 CASED OPENING TO HAVE RESIN CORNER GUARDS. 4. INSTALL DOOR BELL AT DOORS INDICATED TO TIE INTO MOOD MEDIA SYSTEMS, COORDINATE WITH MOOD MEDIA 5. PROVIDE KICK PLATES AND DOOR STOPS TO BREAKROOM AND RESTROOM ENTRY DOORS. 6. ACCESSIBILITY SIGNAGE 7. RECESSED TRACK OR NO TRACK OPTION 8. DOOR TO BE LAMINATED "COLUMBIAN WALNUT" 7943K 9. NO CYLINDER ON INSIDE SLIDER 10. MOTORIZED w/ MORTISE KEYED LOCKOUT STATION BY MMTC MODEL 3BLM (800.942.6682) 11. INSTALL MAIL SLOT IN DOOR. MODEL LD12 (RUTH -FLORENCE MANUFACTURING) 2 4"Hxl 1 3/4" W WITH 3/4" FRAME. CLEAR ANODIZED ALUMINUM. R IN H S N T LOR 13. NEW DOCK BUMPERS AND LEVELER. 2 14. INTERIOR FACE OF DOOR TO BE PAINTED TO MATCH INTERIOR ADJACENT WALL COLOR, EXTERIOR FACE OF DOOR TO BE PAINTED TO MATCH EXTERIOR ADJACENT WALL COLOR. FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS- ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 796OK-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6"x12" - #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 100048099 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE -11 # 0"BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT PAINTED BE SHALL IN EDS SELEVATIONS. A ATIN FINI H REFER TO 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTERHALL BE EDP -6 S PAINTED T 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7.ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTEDOSS EMI L FINISH TO MATCH ADJACENT WALL. S G 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITORS CLOSET FRP TO BE BEIGE AND SHALLEXTE D UP WALL TO 4-0 AND 24 PAST SINK. 12. ALL OFFICES, BREAKROOM, L - L O 00 , SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. 3/8" SCHULUTER RENO -RAMP SKU 951200262 DIRECT GLUE -DOWN VINYL / RESILIENT FLOORING (REFER TO MFR. CONCRETE 1/8"/ SPECIFICATIONS) _ _ _ _ _ _ - - _ - - - ' v . . n a � q aq' j �n d a d TILE OVER THA S ET -0�" o FEATHER TO TOP OF EDGE STRIP VINYL TO CONCRETE TILE TO CONCRETE FLOOR TRANSITIONS w� SCALE: N.T.S. S1 SI SEE SCHEDULE / / / \ / / / \ / / / \ / / / \ / / o / o / o !// \\ , I` \ I` \ \ / \ \ I \ / \ LOUVER I \ / \ \ / \\ / \ _. \ ' \ / B B1 c S SCHEDU / / / / // U 0 `' \ \ \ \ \ w J 0 w U v7 w w 1/2" SCHULUTER RENO -RAMP SKU#951502190 CONCRETE 44 . SEE SCHEDULE E DOOR HARDWARE GROUPS SET 1 STOREFRONT DOORS SET 6 -DATA ROOM PER DOOR MANUFACTURER 3-HINGE-(MPB79 US26D MK) 2 -CYLINDER (100200N MK 26 MC) 1 -STORE ROOM LOCK -(B PB 4705LN 626 YA) z 1-SFIC CORE - (33700006K MK. 26 MC) N 1/4„ 1 -SURFACE CLOSER - (2701 689 YA) r� SET 2 1 -STOP -(406/409/441H US32D RO) -SINGLE EGRESS DOORS 3 -SILENCERS -(608 RO) 3 HINGE-(MPB91 NRP US32D MK) (ALWAYS REQUIRES KEY TO ENTER) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA SFIC) c11 ` 1 -CYLINDER -MORTISE - (10020ON MK 26 MC) LAMINATED 1- CYLINDER -RIM - (10040OHN MK 26 MC) SET 7 -OFFICE 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) . 3-HINGE-(MPB79 US26D MK) 1 -DOOR SWEEP-(18062CNB PE) 1 -OFFICE ENTRY LOCK -(B PB 4707LN 626 YA) 1 -RAIN GUARD -(346C PE) 1-SFIC CORE - (33700006K MK 26 MC) 1 -SURFACE CLOSURE- (2721 689 YA) 1 -STOP -(406/409/441H US32D RO) � 3 -SILENCERS -(608 RO) HINGE 1 -SURFACE CLOSER -(2701 689 YA) SET 3 -TRUCK DRIVERS DOOR 1 -HOLD OPEN GLASS (CAN BE UNLOCKED USING KEY OR USING INTERIOR 3 HINGE-(MPB91 NRP US32D MK) LOCKING MECHANISM) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) -SFIC) r(10040OHN SET 8 -NOT USED I- --CYLINDER-MORTISE MK 26 MCMC 1i 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041 CNB PE) .. .. {l r: :[ I'. :: ; ,7`_�,,_ 1 -DOOR SWEEP-(l8062CNB PE) / 1 -RAIN GUARD -(346C PE) 9 1 -SURFACE CLOSURE- (2721 689 YA) ;... 1 -DOOR BELL- (SEE DOOR SCHEDULE NOTE 4) , 1 -MAIL SLOT- (SEE DOOR SCHEDULE NOTE 11) SET 9 NO OUTSIDE PULL -CASH /VAULT SET 4 -TRASH COMPACTOR 3 -HINGE - (MPB79 US26D MK) 1- CONTINUOUS HINGE - (CFM HDI PE) 1 -STOREROOM FUNCTOION LOCK-(4705LN) 2-SFIC CORE - (33700006K MK 26 MC) 1 -PADLOCK 1- SURFACE CLOSER - (2701 689 YA) 1 -HASP 1 -STOP -(406/409/441H US32D RO) 1 -SURFACE CLOSER - (2701 689 YA) 3-SILENCERS-(608 RO) 1 -STOP -(406/409/441H US32D RO) 1 -VIEWER - (622 STNN RO) 1-GASKETING-(45041CNB PE) 1-DEADBOLT-(BD112 626 YA) / (ALWAYS REQUIRES KEY TO ENTER) . SET 10 -RESTROOM / BREAK ROOM / TRAINING ROory SET 5 -JANITOR'S / SIGN ROOM DOORS .. .. . l` . , :, �:: 3 -HINGE - (MPB79 US26D MK) 3 -HINGE - (MPB79 US26D MK) 1 -PASSAGE LOCK 4701 LN (F75) 1 -PUSH PLATE - (70C US32D RO) 1 -PULL PLATE - (111x7OC US32D RO) 1 -STOP -(406/409/441H US32D RO) 1- SURFACE CLOSER- (2701 689 YA) 3 -SILENCERS -(608 RO) 1 -KICK PLATE -(K1050 10" US32D RO) 1 -SURFACE CLOSER - (2701 689 YA) 1 -FLOOR STOP , h.. . 3 -SILENCERS -(608 RO) 1 -HOLD OPEN - BREAK ROOM & TRAINING ROOM ONLY ABBREVIATIONS (ADM)- ADAMS RITE SET 11 -WAREHOUSE / ROOF HATCH (BAL)- BALDWIN 1 -PADLOCK - (5451 FRON MK MC) ASSA ABLOY PROVIDES (BST)- BEST 1 -BALANCE OF HARDWARE - (BY DOOR MFR) (DJO)- DON JO (DTX)- DETEX F_\ (FDL)- FOLGER ADAM CO :1 (FRNK)- FOLGER ADAM CO, (GLY)- GLYNN JOHNSON (HAG)- HAGER .. r (IVES) -IVES 2 (LAW) -LAWRENCE (LCN) -LCN (LSE)- LOCKNETIGS SECURITY ENGINEERING \ (MK)- MCKINNEY r (NGPI- NATIONAL GUARD PRODUCTS co (PE) - PEMKO (QUAL) - FOLGER ADAM CO \ (RO) - ROCKWOOD (SCHL) SCHLAGE (STAN)- STANLEY (YA) - YALE 'I11 0 - - - G 0 " 0 -PT-2--/ www.IIttIeonIine.com 1 his drawing and the design shown are the propery of.Little Diversz bed Architectural Consulting. The reproduction, copjing or other use of this drawing without their written consent is prohibited and ary infringement will be subject to legal action. @ Little 2016 FIADIOR. DE .4?4 2233 LAKE PARK F DRIVE SUITE 400 SMYRNA, GA 30080 ,&a 9102 i 9 ?Idh :r�, 1 0 . � I,,%-- ...J.... r__ m N L.L 0_ r '--- * Z uj O WC) -i �. p ., W ' I-- z ❑ . TYPICAL COLUMN PAINT SCHEME Cn �: Q� SCALE: 1/2" = V-0" O O I- Z U- Ij I 0 N 0 Q J ©lr---.- 1 I .. _ I I( I ' .. � I I ' . ' z 28"x34" N 1/4„ z = C° / < STEEL 0- `Y' ., r' .'i:. : I' '1 ` . . c11 ` LAMINATED - - ' HOLLOW O O ' I ,; ,r w t k .': I'.: z o PIANO GLASS WINDOW � IO. HINGE W 1 - GLASS . j II. f ' ': ' `l ,' . . . 1i :. ,...: .. .. {l r: :[ I'. :: ; ,7`_�,,_ / 9 11 ;... , ., .. ........::.. :.:. - ,.. .. :.- �� TYP. / __,.- �I I,'J %T• t / / . ' '::..., . .. .. . l` . , :, �:: •. .. jWeVL. ^- .. .. " , I'. I .. , ::; . �; , .' ; .:': �/ ... : I:. , h.. . .. ''_ - j _. ,. ... .... . 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HINGE W /2\ADUELVUUM - GLASS 1 G FLOOR FINISH PLAN LEGEND FAUX WOOD VINYL FLOORING //F PORCELAIN TILE FLOORING SEALED CONCRETE POLISHED CONCRETE � V + J 4V + e '�. a EE SCHED b �JJ �' /��\ / h V I �F o 1 F 1' EE SCHED S SCHEDULE 28"x34" N v - _ .+ !� 32 - 4+? -� �' , �. �` -q aI ' 41, .. •e�' �' �. si �� I. �q o , . 6"x6"LAMINATED LAMINATED �-6"x36"LAMINATED JR PRC)J LC."1' AIANAC;LSK W JL Dw WN BY GLASS WINDOW � IO. / GLASS WINDOW /2\ADUELVUUM - GLASS / // / , / TYP. / / / / MAIL SLOT _ �/ C) [�I o \ r` � F_\ \ `r'\ 2 \ \ KICK PLATE- co \ \ FINISH TBD \ \ \ I \ H J K � V + J 4V + e '�. a b �JJ �' /��\ / h V I �F o 1 F 1' A. r\, C N v - _ .+ !� 32 - 4+? -� �' , �. �` -q aI ' 41, .. •e�' �' �. si �� I. �q o , . -. PRINCIPAL INCILMW . JR PRC)J LC."1' AIANAC;LSK JL Dw WN BY JC -jills Ail au me � IO. REASON DATE /2\ADUELVUUM 2 UIf&B£iV1S101VS1. 04-13-16 DOOR AND FINISH SCHEDULES 1 11 ;SUE DATE SHEET NUMBER �s*of TUS :30144:36- FRAME C3 X3.5 COLUMNS- 144" HIGHX 36" DEEP 1-1/4"X 1-1/4" X 1/8".ANGLE DIAGONAL AND 1-1/2" X 1-1/2'X 1/8" HORIZONTAL BRACING TUS :3014442- FRAME C3 X3.5 COLUMNS- 144" HIGHX 42" DEEP. 1-1/4"X 1-1/4" X 1/8" ANGLE DIAGONAL AND 1-1/2" X 1-1/2'X 1/8" HORIZONTAL BRACING FRONT VIEWS BACK TO BACK FRAME END VIEW 96" WIDE BAYS- P64876096, 4-718" X 96" STEP BEAM 16 GA, 3 RIVET CONNECTOR- GAP 6620# /PAIR 120" WIDE BAYS- PB5506120, 5-112" X 120" STEP BEAM. 16 GA., 4 RIVET CONNECTOR- CAP 6480#/PAIR. 144" WIDE BAYS- P8600:3144, 5-718" X 96" STEP BEAM 1:3 GA 4 RIVET CONNECTOR- CAP 5890#/PAIR NOTE: ELEVATIONS MAY VARY SLIGHTLY WAREHOUSE RACK SCALE: N.T.S. TYPICAL RACK DETAILS SHOWN FOR INFORMATION ONLY. E WEDGE ANCHOR DETAIL (1) 1-1/2" X4-1/2" HILTIKWIK BOLT TZ ANCHOR PER BASE PLATE- MINIMUM EMBEDMENT 3-1/4" ANCHORAGE SHALL BE DESIGNED BY RACK SUPPLIER, INCLUDING SEISMIC LOADS. WHERE REQUIRED BY AHJ CALCULATIONS SHALL BE SUBMITTED, SIGNED AND SEALED BY STRUCTURAL ENGINEER IN THE PROJECT STATE. NOTE:VERIFY COMPONENTS, DIMENSIONS, AND ANCHORAGE WITH RACK SUPPLIER 3ASE PLATE DETAIL D o I 291'-Q" 36 0„ 45'-0" 45'-0" 711 C/ 21'-11 22'-6" 22:_6" C/ 22'-6 / 29•_24" € i 4 5 i i I //2\ J • AJ- n.,' A. + G.0 . 4s ® V A A REG EIVINGAq .......,........ M.,.«». -r,.. .x,a«.:.x,«,x. ,,,, M.,•„Mx..x.aw. .xx..Txx M•,««».,_»._.:.,..x.x..a. r »-:..:•.««: �n.«...«.:..I wa« __ .....a«.a. . .«... »xxx,x.x«..x.v,. :x,x. .xxx. :x«,.,........,.«: «.:x...«»:««< <». »a«:: .. « DESK s 4. m »......»,....:a.«xx« oE 4 AU A' '$• a iiQ A ar J J .•, 1 ? C ..AV' - f ` - - a . n f a nai V A.d.. N. `.�-oV 5 �• : Av A J rvL»�u :...... E CI� qII� II I 9 Iryy�r. d. 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BEAM TO COLUMN DETAIL 5815 Westpark Drive E www.IIttIaonIIne.com This drawing and the design shown are the property of Little Diversi lied Architectural Consulting, The 00 without their written consent is prohibited and ary M © Little 2016 N 4R._ 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 0 , C71—,Al� N 0 .p J N m (� N I I�I W CL 1�vLL Q ►� Z Q LL1.. O® LL z N U) N O j CD r` AR93246 rb ��i. �w•y��y.�+ps" 'y •((. ,yam �p.i • �� � O 333,,, '0p:�a•�Wl ppl..'!.`.�� PROJECT ('7 .. I,ROJLCT MANAGER Cfl REVISIONS NO. LL. DATE �I ADDENDUM 2• • 04-13-1G 0 c i j LL1 MERCHANDISE O ! 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BEAM TO COLUMN DETAIL 5815 Westpark Drive 704.525.6350 F: 704.561.8700 www.IIttIaonIIne.com This drawing and the design shown are the property of Little Diversi lied Architectural Consulting, The repmdrrction, copying or other use of this drawing without their written consent is prohibited and ary iv�nngement will be subject to legal action. © Little 2016 FLOOR FVA 4R._ 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT EfZ 84V , C71—,Al� ,rN-- .p J N m (� N I I�I W O 1�vLL �► F, W ►� Z Q LL1.. O® LL z N U) N r` AR93246 rb ��i. �w•y��y.�+ps" 'y •((. ,yam �p.i • �� � O 333,,, '0p:�a•�Wl ppl..'!.`.�� PROJECT PRINCIPAL. IN CHARGE JR..... .. .. I,ROJLCT MANAGER . ........ Dl AWN BY JC - REVISIONS NO. REASON DATE /2\ ADDENDUM 2• • 04-13-1G O INNER RG' G�ISIONS' MERCHANDISE PLAN PROJECT 121-5505-00 FOR CONST. . F100 03.23.16 - __ ___ _ _ i _-_ _ _ _ _ _ - L ___ __ _ _ _ I . . . I � . . . I � , I - _ -� . I . - -. I - . � L I TT L Em ��, . 0 1 2 3 4 5 6 7 -CONSULTING ///// . 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I '-0"� ,». ., �: 4�.PLAN AND ell . . `, n • . . 1- 2 2L..4 2.9 3 2 - 3.8 4\_) 4.5 5 5.1 6 7 DETAILS N i 4 .z , d�. . . ; .. r a . u. 4 a. a <s I i 4 4 O O - 06 NO PARKING FIRE LANE - . . 0 121-5505-00 O ' . . RACKING PLAN - - . SCALE: 3/32" = 1'-0" FOR I (D. . CONST. (� ;', 03.23.16 F 1 V 1 . � I . . I . . I I . . I . I . i ` V G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. MECHANICAL FLOOR PLAN SCALE 1/16" = 1'-0" KEY NOTES O'EXTEND FULL SIZE RETURN AIR PLENUM 5'-0" BEYOND VERTICAL DROP. LINE DUCTWORK WITH 1" RIGID INSULATION. COVER OPEN END WITH 3/4" WIRE MESH. OMOUNT BOTTOM OF DROP BOX AT 17'--0" A.F.F. DROP BOX WITH DRUM LOUVER FURNISHED BY OWNER PART OF LENNOX PACKAGE. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL DROP BOX, CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND INSTALL DUCTWORK/TRANSITION BETWEEN DROP BOX AND ROOFTOP UNIT PLENUM CONNECTION ALONG WITH REQUIRED TRANSITIONS. �3 PROVIDE ENTOUCH CONTROLS AND WIRING TO ROOFTOP UNIT. REFER TO SHEET M300 FOR ADDITIONAL INFORMATION. ® SMOKE DETECTOR IN RETURN AIR DUCT FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR, WIRING TO FIRE ALARM PANEL BY FIRE ALARM CONTRACTOR. SHUT—DOWN WIRING BY MECHANICAL CONTRACTOR. IF REQUIRED BY AHJ'S. O5 PROVIDE ZONE TEMPERATURE SENSOR MOUNT AT 84" A.F.F. WIRE TO COMMUNICATING THERMOSTAT LOCATED IN ROOFTOP UNIT CABINET WITH LOCKING COVER. © ROUTE 10" SPIRAL DUCT ABOVE 18'-0" ABOVE FINISHED FLOOR. CONNECT TO SUPPLY PLENUM BETWEEN DROP BOX AND ROOFTOP UNIT CONECTION. O7 SPIRAL DUCTWORK MOUNT ABOVE 16'-0" ABOVE FINISHED FLOOR. ® CONTRACTOR TO PROVIDE ALTERNATE BID TO REUSED EXISTING DUCTWORK AND CONNECT TO NEW RTU -9. 5815 Westpark Drive 'Charlotte, NC 28217 � 00 www.IIttIaonIIns.com Tfiis drarvirrg and the design shown are the property of .Little Diversoed Architec and Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and arty it fringenrent will be subject to legal action. c Little 2016 FLAMM ►.®�1 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 9104 � � add � N C�7 N � Q W �-- F---•�LLI� (� c) Lam. Fi W �- U) O® � LL z rc-- Q N U) N N6 0.60544FL, PROJECT PRINCIPAL EN Cl LkRGEi JR 1,ROJLCC MANAGLR JL ................... D1011VN BY JC N0, REASON DATE ADDENDUM #2 ��, A 01MVER -RtM5i0Nd OVERALL R 11 MECHANICAL PLAN PROJECT NO. 121-5505-00 ISSUE _:_DATE SHEET NUMBER Q.. ('7 i r O N d' Q Q O N i U U i D q Q U J LL 0 (D U) 0 U N (C L 0 0 H_ I............ . ...................1...... j .........................................1............................ ........ .. ....... . I � �so'�A.t.F /6 —12/12 75 -- 6 I 10"0 DN TO h 1, 111 EXHAUST GRILLE (TYP. 2) I �co N N j 5 RTU -1 4 4X2FULL SIE RETURN PLENU7 SD II I SCALE: 1/4" ®1'-0" KEY NOTES OPAC -1 FURNIHSED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO STUB—IN 6" DUCT 6" BELOW CEILING AND PROVIDE ALUMINUM FLEX DUCT CONNECTION AND FINAL HOOK—UP, REFER TO MECHANICAL SCHEDULE SHEET M300 FOR ADDITIONAL INFORMATION. 2 DISCHARGE AIR TEMPERATURE SENSOR, ZONE TEMPERATURE SENSOR, COMMUNICATING THERMOSTAT FURNISHED BY FLOOR AND DECOR'S VENDOR AND INSTALLED BY CONTRACTOR. REFER TO SHEET M300 FOR ADDITIONAL INFORMATION. OEXTEND 6" DUCT TO WALL MOUNTED GRILLE MARK H -12x8. PAINT TO MATCH WALL. DAMPER IS NOT REQUIRED. OROOM SENSOR MONITORING RSM -100 WITH 10K TYPE II WALL SENSOR FURNISHED AND INSTALLED BY ENTOUCH. OEXTEND SUPPLY AND RETURN AIR DUCT TO ROOFTOP UNIT PLENUM. OEXTEND 12/12 EXHAUST DUCT AND CONNECT ROOF MOUNTED EXHAUST FAN, EF -1. TRANSITION TO EXHAUST FAN INLET AT ROOF PENETRATION. ORETURN AIR SMOKE DETECTOR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR EVAPORATOR FAN SHUT DOWN WIRING. rr■.11ttloonlIns. com Phis drawing and the de ign shown are the pro. pei y of Little Diversified Architectural Consulting. 'I'lie r0roduction, copying or other use of this drawing without their written consent is prohibited and any infiringement will be subject to legal action. Little 2016 rELcom DECOR F7Ackvv'A 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 U. (30544FL rITE 51 ss/o/i �t/llllllltUl PIUNCIP L1NCIUUWE JR PROJECL' MANAGER JL Dl?9WN BY JC 0 ADDENDUM 1. { ,OWNER REVI,90NS- ■ SHEET T17LE ' _ _ ENLARGED MECHANICAL PA PROJECT N6. 121-5505-00 ISSUE /:DATE SHEET NUMBER FOR _.+- a 0 VENTILATION SCHEDULE BASED ON 2014 FLORIDA MECHANICAL CODE FAN SCHEDULE(G.C.) MANUFACTURER AREA PEOPLE OUTDOOR FACE SIZE I FINISH REQUIRED REMARKS REQUIRED ACTUAL ACTUAL MOTOR ROOM OCCUPANCY FLOOR AREA OUTDOOR AIRFLOW AIRFLOW OCCUPANT DENSITY PEOPLE OUTDOOR EXHAUST RATE EXHAUST PROVIDED OUTDOOR PROVIDED EXHAUST MECHANICAL NAME CATEGORY Az (FT2) RATE RATE (#/1000FT2) Pz (PEOPLE) AIRFLOW (CFM/FT2) AIRFLOW AIRFLOW AIRFLOW UNIT DRIVE ALL HP (W) Ra (CFM/FT2) Rp GALV. STEEL EF -1 Vbz (CFM) COOK (CFM) (CFM) (CFM) 0.5 DIRECT 1 1/8 HP 1 120/1 CFM P 1,2,3,4,5 REMARKS: RTU -8 5. R -410A REFRIGERANT. - RTU -1 1. PROVIDE WITH VARIABLE SPEED CONTROLLER. 6. TOUCH SENSITIVE CONTROL PANEL WITH MULTIPLE LED AND NUMERICAL TEMPERATURE READOUT. 101 VESTIBULE SALES 152 0.12 0 0 0 19 0 0 0 0 RTU -1 102 SALES SALES 52062 0.12 7.5 15 78 0 12104 0 0 0 0 - 11 RTU -1 THRU 103 WAREHOUSE SHIPPING/RECIEVING 6612 0.12 0 0 0 793 0 0 0 0 RTU -12,13 104 PRO SALES SALES 1008 0.12 7.5 15 9 189 0 0 0 0 RTU -1 105 MENS PUBLIC LE L C T01 T 217 0 0 0 0 0 75 PER FIXTURE 225 275 0 - RTU 14 &TRANS 106 WOMENS PUBLIC TOILET 217 0 0 0 0 0 75 PER FIXTURE 225 275 0 RTU -14 &TRANS 107 CORRIDOR 1 CORRIDOR 181 0.05 0 0 0 9 0- 0 0 0 RTU 14 107 CORRIDOR 2 CORRIDOR 112 0.05 0 0 0 6 0 0 0 0 RTU -14 &TRANS. 109 BREAK ROOM OFFICE SPACE 254 0.05 5 7 2 20 0 0 0 0 RTU -14 110 TRAINING CONFERENCE ROOM 254 0.06 5 50 12 60 0 0 0 0 RTU -14 111 CASH ROOM OFFICE SPACE 70 0.05 5 0 1 8 0 0 0 0 RTU -14 112 VAULT OFFICE SPACE 70 0.05 5 0 1 8 0 0 0 0 RTU -14 115 CEM OFFICE SPACE 129 0.05 5 7 1 13 0 0 0 0 RTU -14 116 ASST. MANAGER OFFICE SPACE 114 0.05 5 7 1 11 0 0 0 0 RTU -14 ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR. G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. DRUM LOUVER PLENUM DIFFUSER (FBO) MARK FAN SCHEDULE(G.C.) MANUFACTURER MODEL CONSTRUCTION FACE SIZE I FINISH MOUNTING REMARKS DD -1 SUPPLY 2000/2400 C PLUS,INC DLDP-1806- 5/6 MOTOR 28x28 MITE MARK AREA SERVED MANUFACTURER MODEL TYPE GALV. STEEL CFM ESP FLANGED ALL CONTROL REMARKS DWP-2010-10/12.5 GALV. STEEL 30x30 WHITE FLANGED ALL DD -4 SUPPLY 6000 CURB PLUS INC - - DLDP 2510 15 GALV. STEEL 35 3 x 5 WHITE DRIVE ALL HP (W) ELECTRICAL DWP-3012-20 GALV. STEEL EF -1 RESTROOMS COOK 10IC15D CENTRIFUGAL ROOF 500 0.5 DIRECT 1 1/8 HP 1 120/1 ENTOUCH 1,2,3,4,5 REMARKS: RTU -8 5. R -410A REFRIGERANT. - RTU -1 1. PROVIDE WITH VARIABLE SPEED CONTROLLER. 6. TOUCH SENSITIVE CONTROL PANEL WITH MULTIPLE LED AND NUMERICAL TEMPERATURE READOUT. 2. TURNING VANES IN EACH QUADRANT. 2. PROVIDE WITH BACKDRAFT DAMPER. 450 -- 8. UL484 TESTED. 3. PROVIDE WITH DISCONNECT SWITCH OR PLUG. 12.5 9. ONE YEAR WARRANTY. 3. 1" 1 1/2 LB DUCT LINER. 4. FAN CONTROLLED VIA TIMER PROVIDED BY ELECTRICAL. 192 30 35 5. PROVIDE 12" ROOF MANUFACTURER ROOF CURB . 11.0 1430 . 6. EXHAUST FAN SHALL RUN CONTINUOUSLY. RTU -2 _..--.. SALES .-I.-I.- LENNOX NOTES: ..... VERTICAL 5. FULLY ASSEMBLED. 450 1. APPROVED EQUALS: ACME, GREENHECK, PENN. 1.00 5.0 HP 12.5 --- DRUM LOUVER PLENUM DIFFUSER (FBO) MARK SERVICE CFM MANUFACTURER MODEL CONSTRUCTION FACE SIZE I FINISH MOUNTING REMARKS DD -1 SUPPLY 2000/2400 C PLUS,INC DLDP-1806- 5/6 GALV. STEEL 28x28 MITE FLANGED ALL DD -2 SUPPLY 3000/3400 CURB PLUS, INC DWP-2406-7.5/8.5 GALV. STEEL 3034 WHITE FLANGED ALL DD -3 SUPPLY 4000/5000 CURB PLUS, INC DWP-2010-10/12.5 GALV. STEEL 30x30 WHITE FLANGED ALL DD -4 SUPPLY 6000 CURB PLUS INC - - DLDP 2510 15 GALV. STEEL 35 3 x 5 WHITE FLANGE D ALL DD -5 SUPPLY 8000 CURB PLUS, INC DWP-3012-20 GALV. STEEL 40x40 WHITE FLANGED ALL REMARKS: (MBH) (MBH) 2. RESTART AUTOMATICALLY AFTER POWER FAILER. (MBH) MCA .. 3. HOT EXHAUST REMOVAL TUBE AND COLD AIR DIRECTIONAL TUBE. VOLTAGE 1. G-90 GALVANIZED STEEL CONSTRUCTION. 4. FILTER AND DEHUMIDIFIES THE AIR TO ENHANCE EQUIPMENT PERFORMANCE. RTU -8 5. R -410A REFRIGERANT. - RTU -1 SALES 6. TOUCH SENSITIVE CONTROL PANEL WITH MULTIPLE LED AND NUMERICAL TEMPERATURE READOUT. 2. TURNING VANES IN EACH QUADRANT. 7. AIR EXHAUST TUBE (118') PROVIDED WITH UNIT. 450 -- 8. UL484 TESTED. 5.0 HP 12.5 9. ONE YEAR WARRANTY. 3. 1" 1 1/2 LB DUCT LINER. 240 192 30 35 460 3 11.0 1430 4. VERTICAL AND HORIZONTAL ADJUSTABLE DRUM LOUVER. B C D E F G I J K RTU -2 _..--.. SALES .-I.-I.- LENNOX ....... .... ................ LGH15OS4M -- ..... VERTICAL 5. FULLY ASSEMBLED. 450 -- 1.00 5.0 HP 12.5 --- 147.6 113.6 6. 3/8" THREADED INSERTS. 192 30 35 460/3 11.0 1430 ALL LENNOX NATIONAL ACCOUNT CONTACT: - RTU -3 SALE S LENNOX S LGH15OS4M VERTICAL 4500 450 TERRY BUCHANAN 1.00 5.0 HP 12.5 147.6 113.6 240 192 TERRY.BUCHANANCLENNOXIND.COM 35 460 3 / _ 0 11. 1430 ALL ABCDEFGHIJ K ,,,,,,,,,, FLANGED G D PORTABLE SELF-CONTAINED IT ROOM AIR CONDITIONING UNIT(G.C.) NEW/ REPLACEMENT AREA SERVED EXISTING ROOFTOP CURB UNIT MODEL MARK (NEW) MANUFACTURER ELECTRICAL DATA COOLING CAPACITY REPLACEMENT- SALES MARK AREA SERVED MANUFACTURER MODEL NO. CFM REMARKS M.C.A. MAX VOLTAGE NOMINAL INPUT TOTAL REPLACEMENT MAX TRANE YCD150CHHOAA MARK (HI) MANUFACTURER O.C.P. CONFIGURATION TONS D/A MIN. (CFM) (MBH) E.S.P. (Iwc) PAC -1 DATA ROOM I TRIPPATE SRCOOLI2K 329 10.5 15 120/1/60 2.0 SALES 12000 ALL REMARKS: LGH15OS4M RTU -7D 1. PLUGS INTO A STANDARD 15 AMP OUTLET. (6 FT CORD) (MBH) (MBH) 2. RESTART AUTOMATICALLY AFTER POWER FAILER. (MBH) MCA .. 3. HOT EXHAUST REMOVAL TUBE AND COLD AIR DIRECTIONAL TUBE. VOLTAGE SALESTRANE 4. FILTER AND DEHUMIDIFIES THE AIR TO ENHANCE EQUIPMENT PERFORMANCE. RTU -8 5. R -410A REFRIGERANT. - RTU -1 SALES 6. TOUCH SENSITIVE CONTROL PANEL WITH MULTIPLE LED AND NUMERICAL TEMPERATURE READOUT. VERTICAL 7. AIR EXHAUST TUBE (118') PROVIDED WITH UNIT. 450 -- 8. UL484 TESTED. 5.0 HP 12.5 9. ONE YEAR WARRANTY. 113.6 240 Q I` Iq It co c0 o N d' r - L d Q 'x, Q k I 1 f Qj O E 0 w D ❑I U J LL 1 La 0 4 - nMn U) L'. 0 0 N Is,, MECHANICAL CONTRACTOR'S NOTES MECHANICAL CONTRACTOR SHALL I COMPLETE EQUIPMENT STARTUP CHECKLIST. REFER TO i CONSTRUCTION SPECIFICATION 23740. MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BASE BIP ALL COSTS ASSOCIATED WITH PROVIDING A HEATING AND COOLING STARTUP. HEATING STARTUP: STARTUP UC R P TD BE CONDUCTED ANYTIME OF THE CALENDAR YEAR MECHANICAL CONTRACTOR SHALL VERIFY PROPER' OPERATION OF ALL HEATING EQUIPMENT. MEGHANIGAL CONTRACTOR SHALL: 1.) CLEAN ALL EQUIPMENT. 2.) ENSURE GAS PRESSURE IS CORRECT AT EACH PIECE OF EQUIPMENT. 3J REPLACE AND ADJUST BELTS AS REQUIRED. LA .) REPLACDISPOSABLER IL � CCLEAN OUTSIDE AIR INTAKE FILTERS AT JOB TURNOVER AND AT GRAND OPENING. COOLING STARTUP: START-UP TO BE CONDUCTED WHEN AMBIENT CONDITIONS ALLOW. MECHANICAL CONTRACTOR SHALL VERIFY PROPER OPERATION OF ALL COOLING EQUIPMENT. MECHANICAL CONTRACTOR SHALL: I.) CLEAN ALL EQUIPMENT. 2.) ENSURE VOLTAGE 15 CORRECT AT EACH PIECE OF EQUIPMENT. 3.) REPLACE AND ADJUST BELTS A5 REQUIRED. 4.) REPLACE DISPOSABLE AIR FILTERS WITH 2" PLEATED MERV 8 FILTER AND CLEAN OUTSIDE AIR INTAKE FILTERS AT JOB i TtJ�lOVIHR AND AT GRAND OPENING. 5J VERIFY REFRIGERANT LEVELS ARE CORRECT. REPLENISH AS NECESSARY. �, .�,�� TEMPORARILY OPERATION: CONTRACTOR SHALL BE RESPONSIBLE TO TEMPORARILY WIRE ROOFTOP UNIT TO OPERATE; UNIT DURING CONSTRUCTION PRIOR TO ENTOUCH ___....__CONTROL INSTALLATION ROOFTOP UNIT SCHEDULE (FURNISHED BY OWNER (FBO) INSTALLED BY CONTRACTOR) MARK (EXISTING) NEW/ REPLACEMENT AREA SERVED EXISTING ROOFTOP CURB UNIT MODEL MARK (NEW) MANUFACTURER MODEL NO. 0/A MAX. REPLACEMENT- SALES COOLING CAPACITY HEATING CAPACITY ELECTRICAL DATA LGH150S4M RTU -1A REPLACEMENT SALES NOM. TOTAL SENSIBLE INPUT OUTPUT REPLACEMENT MAX TRANE YCD150CHHOAA MARK AREA SERVED MANUFACTURER MODEL NO. CONFIGURATION CFM D/A MIN. (CFM) CFM02� E.S.P. (Iwc) FAN (H -P-) EER (SEER) WEIGHT ( LBS) NOTES ACCESSORIES LENNOX LGH24OH4M RTU -5 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -6 LENNOX LGH15OS4M RTU -7D TONS (MBH) (MBH) (MBH) (MBH) MCA .. O.C.P. VOLTAGE SALESTRANE YCD30084HODD RTU -8 LENNOX - RTU -1 SALES LENNOX LGH150S4M VERTICAL 4 500 450 -- 1.00 5.0 HP 12.5 147.6 113.6 240 192 30 35 460 3 11.0 1430 ALL B C D E F G I J K RTU -2 _..--.. SALES .-I.-I.- LENNOX ....... .... ................ LGH15OS4M -- ..... VERTICAL 4,500 450 -- 1.00 5.0 HP 12.5 --- 147.6 113.6 240 192 30 35 460/3 11.0 1430 ALL A,B,C,D,E,F,G,IJ,K - RTU -3 SALE S LENNOX S LGH15OS4M VERTICAL 4500 450 - 1600 1.00 5.0 HP 12.5 147.6 113.6 240 192 30 35 460 3 / _ 0 11. 1430 ALL ABCDEFGHIJ K ,,,,,,,,,, FLANGED G D 4 5 � I TRANSFER WALL TITUS 350FL -_ _ ALUMINUM --- WHILE _. FLANGED 5,6 J SUPPLY DUCT/WALL TITUS I 300FL ALUMINUM --- WHITE FLANGED 4,5 REMARKS: QUANTITY 1. BRANCH DUCT SERVING DIFFUSER TO BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE NOTED. 2. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION. PROVIDE WITH 4 -WAY THROW PATTERN UNLESS OTHERWISE NOTED ON PLAN. NECK SIZE (INCHES) PROVIDE WITH OPPOSED BLADE DAMPER. RTU -6 SALES ............... LENNOX LGH15OS4M VERTICAL ............ ....._....._ 4,500 _ I ...... ................ 450 .. -- ._. 1.00 .. ._.._............_.................-_. 5.0 HP _ . I . ... 12.5 ...... - 147.6 .... _... ......... ..... ... 113.6 .. ....... ._..... ...... 240 ............ ...... ........ _ .. 192 _... ...... ................. _. 30 ... _.............. _........... 35 ....... _..... .__..... _......... ..___ 460/3 ..._.__.._._.__...___ 11.0 ._..._....._.._..._..._............._.- 1430 _.._....... ...... ......-..... ALL ..............-......._..............._.. A,B,C,D,E,F,G,I,J,K TU- R 7 SALES LENNOX LGH24OH4M VERTICAL 7,000 - 700 - O .-. 245 _____ 1.00 ___ 5.0 HP ____._.._ 20.0 _-._.__ 221.5 .___ _ 165.1 __.-___._.. 260 -- --_ 208 50 50 460 3 / 12.0 - 2642 ALL - _ _ ,B,C,D,E,F,G,H,I,J,K .___......._........... _-_-.._...._ RTU -8 ....... __...... _......... _................... ....__._..__.-___._. SALES _..____.-..._.___..W._.-.._....._.__._...___.._._ LENNOX ......... ..-.__.- LGH24OH4M ._.___..__......... ...-...._-_-_...-_----......... VERTICAL 7,000 _......... .... - .... _.. 700 ........ - ____._. 2450 - .... .__.._......... __._... 1.00 W. .... _............ _..___-..__-..____ 5.0 HP 20.0 .._..._......_.......... _... 221.5 __-_..._.... ................... ..__ 165.1 _._......... ___.......... ...... _.. 260 _...... _-_._.___..._.____ 208 __.__._... __.. 50 ...... _............. __ 50 ........ _..._..._.__._.................... 460/3 ..........-.__.._......__.__ 12.0 _.._..-.._..-_.___ 2642 ..._._- ALL _----._._..._.._...--.-..---- -- .. ,B,C,D,E,F,G,H,I,J,K RTU -9 SALES LENNOX LGH18OH4M VERTICAL 5,400 550 -- 1.00 5.0 HP 15.0 182.1 138.3 260 208 A 39 45 460/3 12.0 2412 ALL A,B,C,D,E,F,G,I,J - .... .... -..._......._.._---.--.._ RTU-10 _.....-----........................... ----.-..---- SALES -------.._.-._.._.__....--- ----- LENNOX ---..... _....... _...... _...... --- ........ - LGH120H4M ---------------........----- VERTICAL .._..... _._..---- 3,500 --------- ...._..-- 450 -....------.-......_..__ -- .__-_ ----__-....-.......___ 1.0 -___-- 2.0 HP _._.._--____. 10.0 ............ ... ............. 124.4 .---- I ..... ............. _..__........ 89.5 ..... _..--- -._- -- -__- ._. 180 -------___._._........----...__..........._....__......._............._....... 144 24 30 -...... _....... _..... -_..__............. 460/3 .... __.__.......... -_ 12.5 -------.----- 1430 -------......-- ALL ---------------.-- ------ A,B,C,D,E,F,G,IJ,K RTU -11 SALES LENNOX LGH12OH4M VERTICAL 3,500 350 -- 1.0 2.0 HP 10.0 124.4 89.5 180 144 24 _ 30 460/3 12.5 1430 ALL ,B,C,D,E,F,G,I,J,K RTU-12 RECIEVING _ __ -. _ .. LENNOX _ .. _........ LGH092H4B _.. .........----------.....- VERTICAL _...... _.-- 3,000 ._._...----..-_.._......._..__......__...-------.......---------._...._..._...---_..... 350 -- 1.0 2.0 HP 7.5 ........_.__...--_._ 85.4 ............_--------- 62.4 -.-------- 130 -----....._...--- 104 .....------- 20 ---._..._____-- 25 ........ - .......... ...1.............._ 460/3 ---� 12.5 ...__- _.__.._ 1202 _._....... - --- ALL .._._......----------- ,B,C,D,E,F,G,I,J,K RTU -13 C _ -- 3 000 350 RE IEVI G N OX GHO 2H VE TIC L -- 1. 1 0 0 P 7 85 4 2 4 130 04 20 25 46 12.5 - ALL B C D E F G I J K 0 1 2 ,. ., / RTU -14 OFFICE LENNOX LGH072H4M VERTICAL 2200 300 -- 1.0 1.0 HP 6.0 77.2 57.9 105 85 17 25 460/3 12.0 960 ALL A,B,C,D,E,F,G,I,J ✓✓✓i�iiieri�i�i�i�✓iii✓�i���i�✓..✓'�i�.�.�t✓��i��i�������.��✓��. - --- - � ..._ ._� - - - - �u-�����u�u REMARKS: ACCESSORIES: COORDINATE WITH EQUIPMENT SUPPLIER FOR FIELD INSTALLED ACCESSORIES 1. NEW ROOFTOP A/C UNIT TO BE PROVIDED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. A. BAROMETRIC RELIEF DAMPER AND HOOD. COORDINATE CURB LOCATION AND INSTALLATION WITH STRUCTURAL ENGINEER. COORDINATE ROOF B. ECONOMIZER WITH DIFFERENTIAL ENTHALPY CONTROL. PENETRATIONS WITH LANDLORD APPROVED ROOFING CONTRACTOR. C. FACTORY OR FIELD SUPPLIED HAIL GUARD. 2. (FBO) ENTOUCH EMS CONTROL WITH COMMUNICATING THERMOSTAT, WITH SUPPLY & RETURN AIR SENSORS. (2 D. PROVIDE CURB ADAPTOR BASED ON CURB SCHEDULE THIS SHEET. HEATING AND 3 COOLING STAGES MINIMUM). REFER TO ADDITIONAL CONTROL NOTES THIS SHEET. E. DRAIN PAN OVERFLOW SWITCH KIT. 3. PROVIDE ALL NECESSARY COMPONENTS FOR CODE COMPLIANCE AND A COMPLETE AND OPERATIONAL SYSTEM. F. SMOKE DETECTOR IN RETURN AIR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. 4. BALANCE SUPPLY, RETURN AND OUTDOOR AIRFLOW AS INDICATED ON SCHEDULE. G. FACTORY INSTALLED DISCONNECT SWITCH AND CONVENIENCE OUTLET. 5. SUPPLY FAN TO OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. I H. PROVIDE WALL MOUNTED CO2 SENSOR (FURNISHED WITH LENNOX EQUIPMENT INSTALLED BY G.C.) FOR ECONOMIZER DEMAND CONTROLLED VENTILATION. (ENTOUCH TO FURNISH LENNOX NATIONAL ACCOUNT CONTACT: COVER CFG101) TERRY BUCHANAN.I. 2" FILTER, REPLACE TWICE DURING CONSTRUCTION,(GC TO DATE FILTERS REPLACEMENT VISIBLE FROM ACCESS DOOR SIDE) PHASE MONITOR HINGED ACCESS DOORS TERRY.BUCHANANCLENNOXIND.CM J. MULTI -STAGE AIR VOLUME WITH MSAV BLOWER BYPASS. K. DROP BOX WITH DRUM LOUVER FURNISHED BY OWNER PART OF LENNOX PACKAGE. CURB ADAPTOR SCHEDULE (NEW) MARK (EXISTING) NEW/ REPLACEMENT AREA SERVED EXISTING ROOFTOP CURB UNIT MODEL MARK (NEW) MANUFACTURER MODEL NO. RTU -113 REPLACEMENT- SALES TRANS 150CHHOAA RTU -1 LENNOX LGH150S4M RTU -1A REPLACEMENT SALES TRANE YCD150CHHOAA RTU -2 LENNOX LENNOX LGH150S4M RTU -6 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -3 LGH15054M RTU -713 REPLACEMENT SALES TRANS YCD300B4HOBB RTU -4 LENNOX LGH24OH4M RTU -7A REPLACEMENT SALES TRANS YCD300B4HOBB RTU -5 LENNOX LGH24OH4M RTU -5 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -6 LENNOX LGH15OS4M RTU -7D REPLACEMENT SALES TRANS YCD300B4HOB6 RTU -7 LENNOX LGH24OH4M RTU -7E REPLACEMENT SALESTRANE YCD30084HODD RTU -8 LENNOX LGH240114M RTU -313 REPLACEMENT SALES -- TRANE YCD21OC4HODA RTU -9 LENNOX LGH18OH4M RTU -4 REPLACEMENT SALES TRANE YCD102CHOAB RTU -10 LENNOX LGH12OH4M RTU -3A REPLACEMENTSALES TRANE YCD102CHOA6 RTU -11 LENNOX LGH12OH4M RTU -2A REPLACEMENT RELIEVING TRANS YCD075CHOBE RTU -12 LENNOX 2,4,5 RTU -2B _ REPLACEMENT RECIEVING TRANS YCD075CHOBE RTU -13 -.- - .....-�-_'_.- LENNOX -.-_,-,-_ --.-,- -,_ --LGH092H46 LGH092H413 ..... '< ..._..... ..... _...... RTU -7C ......................... ...... ... ___ REPLACEMENT .._........... ............ -_.._. SALES ... --......- - ---_...................................._.... TRANE YCD300B4HOB6 RTU -14 LENNOX LGH072H4M - -- .--------�-- ....� .� ��.__�Z_ REMARKS: 1. CONTRACTOR SHALL VERIFY EXISTING ROOF CURB DIMENSIONS PRIOR TO FABRICATING CURB ADAPTOR. 0 GRILLES, REGISTERS, & DIFFUSERS SCHEDULE (G.C.) MARK SERVICE TYPE MANUFACTURER MODEL CONSTRUCTION FACE FINISH MOUNTING REMARKS SIZE A SUPPLY CEILING TITUS TMS ALUMINUM 24x24 WHITE LAY -IN 1,2,3,4,5 SUPPLY TITUS TMS ALUMINUM 24x24 WHITE FLANGED 1,2,3,4,5 B CEILING C SUPPLY CEILING TITUS TMRA-AA ALUMINUM PLAN WHITE FLANGED 1,4,5,7 D SUPPLY CEILING TITUS TMS ALUMINUM 12x12 WHITE FLANGED 1,2,3,4,5 E RETURN/EXH CEILING TITUS 5OF ALUMINUM 24x24 WHITE LAY -IN 2,4,5 F RETURN/EXH CEILING TITUS 5OF ALUMINUM 12X12 WHITE FLANGED 2,4,5 G RETURN/EXH WALL TITUS 5OF ALUMINUM --- WHITE FLANGED - 2,4,5 H RETURN WALL TITUS 35ORL R U ALUMINUM --- WHITE FLANGED G D 4 5 � I TRANSFER WALL TITUS 350FL -_ _ ALUMINUM --- WHILE _. FLANGED 5,6 J SUPPLY DUCT/WALL TITUS I 300FL ALUMINUM --- WHITE FLANGED 4,5 REMARKS: QUANTITY 1. BRANCH DUCT SERVING DIFFUSER TO BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE NOTED. 2. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION. UNIT TYPE 3. PROVIDE WITH 4 -WAY THROW PATTERN UNLESS OTHERWISE NOTED ON PLAN. NECK SIZE (INCHES) 4. PROVIDE WITH OPPOSED BLADE DAMPER. l 5 REFER T0 PLAN F0R NECK SIZES. 6. PROVIDE TWO GRILLES, ONE ON EACH SIDE OF WALL. X A-8" (�- TOTAL AIR QUANTITY 7. VERTICAL TO HORIZONTAL DISCHARGE PATTERN ADJUSTMENT. 250 (CFM EACH) EMS CONTROLS AND COMMISSIONING FBO ENTOUCH CONTROLS AND MECHANICAL CONTRACTOR SCOPE AND RESPONSIBILITIES: MECHANICAL CONTROLS. 1. COMMUNICATING THERMOSTAT, TEMPERATURE DISCHARGE SENSOR AND ZONE SENSOR FURNISHED BY ENTOUCH AND INSTALLED BY CONTRACTOR. PROVIDE CFG101 FOR ZONE SENSORS LOCATED IN SALES AND WAREHOUSE. ENTOUCH SHALL PROVIDE PROTECTIVE COVER FOR CO2 SENSORS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE SHIPMENT FROM ENTOUCH AND WILL BE RESPONSIBLE FOR RECIEVING AND STORAGE DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ABOVE CONTROLS COMPONENT. 4. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND START-UP OF ALL MECHANICAL EQUIPMENT PER MANUFACTURER'S RECOMENDATIONS. EQUIPMENT START-UP SHALL BE COMPLETED BY MERCHANDISING DATE. EMC CONTRACTOR SHALL VERIFY THE INSTALLATION AND OPERATION OF ALL EQUIPMENT AND DEVICES CONTROLLED BY THE ENERGY MANAGEMENT SYSTEM. MECHANICAL CONTRACTOR SHALL CORRECT ANY DEFICIENCIES NOTED BY EMS CONTRACTOR. ALL DEFEICIENCIES SHALL BE RESOLVED PRIOR BY THE EMS CONTRACTOR SECOND VISIT IF REQUIRED. 5. MECHANICAL CONTRACTOR SHALL COMPLETE AN RTU "EQUIPMENT STARTT-UP CHECKLIST FOR EACH RTU PER THE REQUIREMENT OF SECTION 23 74 00. MECHNAICAL CONTRACTOR SHALL MAKE AVAILABLE TO EMS CONTRACTOR THE COMPLETED CHECKLISTS DURING THE FIRST COMMISSIONING SITE VISIT. 6. MECHANICAL CONTRACTOR SHALL MAKE AVAILABLE TO EMS CONTRACTOR A QUALIFIED HVAC SERVICE TECHNICIAN DURING COMMISSIONING VISIT. HVAC SERVICE TECHNICIAN SHALL MAKE ANY NECESSARY ADJUSTMENTS OR REPAIRS REQUIRED TO COMPLETE CONTROL INSTALLATION. ENERGY MONITORING. 1. ENTOUCH CONTROLS WILL PROVIDE AND INSTALL ENERGY MONITORING DEVICES TO MONITOR TOTAL BUILDING AND ROOFTOP UNIT USAGE. 2. ENTOUCH CONTROLS WILL BE RESPONSIBLE TO INSTALL RSM -100 WITH 10K TYPE II WALL SENSOR IN IT ROOM, WHEN TEMPERATURE REACH 80 DEGREES EMS SYSTEM SHALL INITIATE AN ALARM. COMMISSIONING. 1. ENTOUCH CONTROLS WILL PROVIDE FINAL EMS COMMISSIONING AND CONNECTIONS TO FLOOR AND DECO'RS NETWORK. ENTOUCH CONTROLS CONTACT: ACCOUNT F & D NATIONAL ACCOUNT. JAMES WALTON/SALES TOM KAY/VP SALES BRANDON PERRY/ACCOUNT MANAGER EMAIL: ACCOUNTSOENTOUCHCONTROLS 1-877-755-1609 ROOF NEW ROOFTOP UNIT DUCT SMOKE - BY FIRE ALARM WIRING TO FIRE ALARM PANEL BY FIRE ALARM TERMINAL COMMUNICATING THERMOSTAT IN ROOFTOP UNIT CABINET CONTRACTOR +ENTOUCH -2ENTOUCH S WIRING TO NETWORK AND LOCAL INTERFACE BY ENTOUCH. TEMPERATURE DISCHARGE SENSOR ENTOUCH CONTRACTOR ROOFTOP UNIT CONTROL/WIRING N.T.S. �Westpork Drive 704.525.6350 704.561.8700 rr•.IIttIaonIIne.com This drawing and the design shown are tfie propert o .Little Dirersi ted Arcfiitectrrral Consultin . The re roducion copying g orotf ruse of this brr re g without their written consent is probibited and ary it fringement will be subject to legal action. c Little 2016 FLOOR D ,a s . 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 :.,::,02 �,r�- � dv 0 a - %a r*--_ ® Irl- w CO m N LL jL�am.. in 'j- Z LL 0 W aw M 1 LL_ 9 0 f'' _ ® 1�1 0Jrl/ ® LL 0 10. [__ z CN U) N 0 mi N6 `\\\`W�1-t 1riritt<'�� .........tt111 �.*(��c �'` /. N , [/ // //i/ '�� ..' rZ'.�-'\ - �sl"` ; '-�'_ . V n >, .- i _ .60544FL _; �fi_E ( '= 11 . % U �, `v ,'.' I,4'-: ��Y �.�1//-A,\\��� �� YRINCIPAL IN CHARGE: JR I1xOJucr i\L�NAct<K JL DMWN BY JC liddil • N0. REASON DATE AADDENDUM #2 OWNER REVISIONS 44/13/16 Emm mim MECHANICAL SCHE®ULES • 121-5505-00 IERWAMEIIIIIIIIIIIIIIIIII FOR 03 23 16 M3_ - co 0 N CL ¢ CD 0 Q) 0 U J H 70 0 U) 0 0 0 -0 0 0 LL Q G) 4" SANITARY SEWER. INVERT ELEVA 3'-0" BELOW FINISHED FLOOR. I ......................................... . ............ I ................... � i 1 NATURAL GAS SERVICE, REFER TO CIVIL PLANS i FOR CONTINUATION. I .' ,D lLSl'l 2 -ry IL I �jr .............. ............... ... ......... ._- ... :....... ................... _..... .._....__. _......_ ......._... 2"- `\ 5 11 '......: 3/4 - RTU -13 (130 MB I' 4" li 2" l 2 Imo— 2" : RTU -12 G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. O �3J ; 4 6) I i 1 I i SPILL CONDENSATE INTO j i SPILL CONDENSATE INTO /, GUTTER WITH APPROVED GUTTER WITH APPROVED AIR GAP. : I —- -4 . _. ........ _...---- - '.1__--- --....- -----...—___..._._ ....... - .... �........ . ---- _....._ �-..-------fit..._.... .......... _._....._._ _.. ....-_-'Lt..i. _ ...._.._. _..---._.�'3...... ---_.._ i...._._._. i -1/2 {1) I I SPILL CONDENSATE INTO/ -EXISTING GUTTER AND GUTTER WITH APPROVED DOWNSPOUTS TO REMAIN. AIR GAP. DS .. I RTU -11 2 1 (180 MBH) P-200 P-200 I RTU -1 0 " " (180 MBH)1-1 I I I I I " I r ®® RTU -9 1(260 MBH) CD i + I FRF -10 i 5 11 I 1 1-1/2" I 1,3/4n 1-1/2" I I I I I I I 3/4" RTU -8 ®® (260 MBH) I l i I I I - -� RTU -7 (260 MBH) ItifUCSs:!IG!: ' I I I UTFII_IJ I I I I I —1 /2" �/4 1 (TYP) 2" I 2" 3/4" tX1511NU Z UUMt511(: WAltK I ... �- -- - I - —CW— - - �-I 3 -T--- - - - ---1- _ ---CW _ _ �— _ _ _ _ CW - SERVICE BY LANDLORD. - _. P MPG MPG 3/4"5 11 n 1-1 /4 3/4 1 1/2 I 1 1 /4" CD I 3/4" RTU -6 O _ � " � 8 FRES ( I I (240 MBH) FCO2 1-1/4 RTU -14 5 11 __-_______ �_ �...�L.. (108 MBH) 5 11 (260 MBH) RTU -5 (260 MBH) I 1 Nlb:<kEl �- 3/4" 1 f1-1 /2- 3/4n I I I I 1" RTU -2 RTU -3 I I I , I (240 MBH"(240 MBH) 5 11 3/4 3/4 I C.0 - f ��`_............. ' *� ° I RTU -1 ` J I I .J> I--- - -- jj (240 MBH) 1 1 V , I F F......_ rf<E0IT ; I I �4 \ : I I f L Il �I I III I it I _. --_--__.:. � .{Y� L 2 o o ._____ W - - SII r -- _ — - ----------- (vv I ---- _ - , iii li I i ; I I� ► I i .II �� .L I (,2� {2.4j ��9> 0) > 48x4) { ,?_?; (6 ) II I rl I n t �A-C �n C Lu: s 0 s a_ i Il FCO2 3 10 --' s i � I I -- - - - - - - - - - - ---- - - -- I SCALE 1/16" =1'-0" • -- — — -----I I -._..... - -..._. _ __..__ ....._....... . D El _____-----_I A GAS LOA® SUMMARY EQUIPMENT BTUH � 1,300,000 I II 960,000 RTU -10,11 (180,000 EACH) 360,000 G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. O �3J ; 4 6) I i 1 I i SPILL CONDENSATE INTO j i SPILL CONDENSATE INTO /, GUTTER WITH APPROVED GUTTER WITH APPROVED AIR GAP. : I —- -4 . _. ........ _...---- - '.1__--- --....- -----...—___..._._ ....... - .... �........ . ---- _....._ �-..-------fit..._.... .......... _._....._._ _.. ....-_-'Lt..i. _ ...._.._. _..---._.�'3...... ---_.._ i...._._._. i -1/2 {1) I I SPILL CONDENSATE INTO/ -EXISTING GUTTER AND GUTTER WITH APPROVED DOWNSPOUTS TO REMAIN. AIR GAP. DS .. I RTU -11 2 1 (180 MBH) P-200 P-200 I RTU -1 0 " " (180 MBH)1-1 I I I I I " I r ®® RTU -9 1(260 MBH) CD i + I FRF -10 i 5 11 I 1 1-1/2" I 1,3/4n 1-1/2" I I I I I I I 3/4" RTU -8 ®® (260 MBH) I l i I I I - -� RTU -7 (260 MBH) ItifUCSs:!IG!: ' I I I UTFII_IJ I I I I I —1 /2" �/4 1 (TYP) 2" I 2" 3/4" tX1511NU Z UUMt511(: WAltK I ... �- -- - I - —CW— - - �-I 3 -T--- - - - ---1- _ ---CW _ _ �— _ _ _ _ CW - SERVICE BY LANDLORD. - _. P MPG MPG 3/4"5 11 n 1-1 /4 3/4 1 1/2 I 1 1 /4" CD I 3/4" RTU -6 O _ � " � 8 FRES ( I I (240 MBH) FCO2 1-1/4 RTU -14 5 11 __-_______ �_ �...�L.. (108 MBH) 5 11 (260 MBH) RTU -5 (260 MBH) I 1 Nlb:<kEl �- 3/4" 1 f1-1 /2- 3/4n I I I I 1" RTU -2 RTU -3 I I I , I (240 MBH"(240 MBH) 5 11 3/4 3/4 I C.0 - f ��`_............. ' *� ° I RTU -1 ` J I I .J> I--- - -- jj (240 MBH) 1 1 V , I F F......_ rf<E0IT ; I I �4 \ : I I f L Il �I I III I it I _. --_--__.:. � .{Y� L 2 o o ._____ W - - SII r -- _ — - ----------- (vv I ---- _ - , iii li I i ; I I� ► I i .II �� .L I (,2� {2.4j ��9> 0) > 48x4) { ,?_?; (6 ) II I rl I n t �A-C �n C Lu: s 0 s a_ i Il FCO2 3 10 --' s i � I I -- - - - - - - - - - - ---- - - -- I SCALE 1/16" =1'-0" • -- — — -----I I -._..... - -..._. _ __..__ ....._....... . D El _____-----_I A GAS LOA® SUMMARY EQUIPMENT BTUH RTU -4,5,7,8,9 (260,000 EACH) 1,300,000 RTU -1,2,3,6 (240,000 EACH) 960,000 RTU -10,11 (180,000 EACH) 360,000 RTU -12,13 (130,000 EACH) 260,000 RTU -14 (108,000 EACH) 108,000 TOTAL 2,988,000 GAS PIPING SIZING IS BASED ON 2 PSI GAS PRESSURE, TOTAL DEVELOPED LENGTH OF 700 FT AND SYSTEM PRESSURE DROP OF 1 PSI, GAS PIPING SIZING IS BASED ON 2012 INTERNATIONAL FUEL GAS 2 PSI GAS PRESSURE AND A PRESSURE DROP OF 1 PSI TABLE 402.4(5). KEY NOTES M�1 PLUMBING CONTRACTOR SHALL PAINT GAS PIPING WITH 2 COATS OF YELLOW ENAMEL PAINT APPLIED WITH A BRUSH (2 MIL THICKNESS MINIMUM) OR AS REQUIRED LOCAL AUTHORITY HAVING JURISDICTION. O 3/4"CW DOWN TO NEW FPWH. PROVIDE SHUT-OFF VALVE. �3 EXTEND 1/2" CW TO COFFEE MAKER. PROVIDE SHUT-OFF VALVE. �4 EXTEND 1/2" CW TO FLOOR DRAIN TRAP PRIMER CONNECTION. PROVIDE HINGED ACCESS PANEL TO SERVICE TRAP PRIMER (WHEN CONCEALED). �5 REFER TO GAS PIPING CONNECTION DETAIL ON SHEET P400. ©3" ST DN SPILL ON GRADE, REFER ARCHITECTURAL PLANS & SECTIONS FOR INSTALLATION DETAILS. O CONNECT NEW SANITARY SEWER TO EXISTING MANHOLE SANITARY SEWER INLET. FIELD VERIFY EXISTING INVERT PRIOR TO TRENCHING. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH EXISTING UTILITIES AND TRENCHING/PAVEMEMNT PATCHING. ® EXTEND 3/4" CW TO FREEZE PROOF FAUCETS MOUNT ON CURB. REFER TO SHEET P001 DETAIL AND PLUMBING FIXTURE SCHEDULE. �9 EXTEND 1/2" CW LINE DOWN TO ICE MAKER AND FLOOR DRAIN TRAP PRIMER. PROVIDE SHUT-OFF VALVE, INLINE FILTER AT 4'-0" A.F.F AND FINAL HOOK-UP. 10 EXTEND 1 1/2" VENT BELOW SLAB TO EXTERIOR WALL AND EXTEND UP TO 2" VENT THRU ROOF. 11 ROUTE CONDENSATE DRAIN TO BUILDING GUTTER. IV .1Ittleonline. com This drawing and the design shown are the property of l...ittle Diversa lied Architectarral Consulting. The rebroduction, copying or other use of this drawk'g wilhout their written consent is prohibited and arty infringerueut ball be subject to legal action. © Little 2016 Do L4144 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 M N W (o r- u� 0 F41 LL LA W v� 0 L. N rn IL \`\``�litlilli/tart/ - _ 6.60 44FL , n p S l I`1 A �\v /1111111{11.11 YRINCIYi1L IN CI URGE JR YROJLCI' NIANAGEiR JL DIQWN 13Y JC N0. REASON DATE ADDENDUM #2 OWNER REVISIONS 04113/16 OVERALL PLUMBING PLAN 121®5505-�00 FOR CONST. 03.23. 1 6 P100 ,- CL CD N d' T- L 0L.. Q 0) 0 0 CLN U a� 0 Q' U J LL L 0 c U L a U c M L 0 a LL 0 ry NI \ y \> / / / / / / / / / / / roi PLUMBING RISER - WASTE AND VENT SCALE- 1/4" = 1'-0" C`* SCALES 1/4" =1'-0" ) ENLARGED PLUMBING PLAN - WASTE & VENT !� SCALE: 1/4" =1'-0" KEY NOTES (APPLY TO 1/P200 ONLY) O1 (2) 4"S B/F TO 4"S DN. 2"V UP, O2 3"S B/F TO 3" P -TRAP AT MOP SINK. U3 3" FD -1 W/3"S B/F & 1/2" TP LINE B/F & UP TO TP -L. ® 4"S B/F TO 4" DN. 2"V UP TO A/C. O5 1-1/2"S A/F TO 2"S DN & B/F, 1 1/2"V UP & A/C. © 2"S A/F TO 2"V UP & A/C 2"S DN & COMBINE WITH 4"S B/F. �7 (2) 1-1/2"S A/F TO 2"V UP & A/C 2"S DN & B/F PROVIDE TP -L AT EACH LAV W/1/2" TP LINE & B/F TO FD. ® 4"S, SEE 1/P100 FOR CONT. O 3"S B/F TO 2"V UP & A/C, 3"S DN. 10 4"S B/F & UP TO WALL CLEANOUT. 11 1 1/2-S A/F TO 2"S DN & B/F. 1 1/2-V UP & A/C. ENLARGED PLUMBING PLAN - SUPPLY SCALE: 1/4" =1'-0" KEY NOTES (APPLY TO 2/P200 ONLY) �1 1"HW A/C, ON & DISTRIBUTE TO FIXTURES A/F. U2 1 /2"CW & 1 /2"HW A/F TO FIXTURES. O3 1 /2"CW & 1 /2"HW DN TO MOP SINK. ® 1/2"CW A/F TO FIXTURES. O5 1"CW & 1"HW A/C & DN TO SHELF MOUNTED WATER HEATER (SEE DETAIL) © 1 -CW A/F TO WATER HAMMER ARRESTOR IN WALL. O7 1"CW A/F TO WATER CLOSET. a8 3/4"CW A/F TO URINAL. Og 2 -CW A/C, SEE 1/P100 FOR CONT. 10 20CW A/C, DN & DISTRIBUTE TO FIXTURES A/F. 11 PROVIDE ICE MAKER OUTLET BOX WITH BRASS VALVE AND 1/2" FEMALE SWEAT CONNECTION. MOUNT BOX AT 5'-0" A.F.F. 12 PLACE ENGRAVED PLASTIC LABEL AT HOT WATER HOSE BIBB . STATING "CAUTION HOT WATER, USE WITH EXTREME CARE" 5815 Westpark DriveCharlotte, 28217 010 www.IIttIaonIIna c o m This drawing and the design shown are the pivj y of Little Diversified Architectural Consulting. The r production, copying or other use of this drawing without their written consent is probibited and any irfringement will be subject to legal action. c Little 2016 D ME C 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROZCT NAME � N (y) N w 0 . w � _ji W LL w ®❑ OLL ® c N N6 Z-11 "E- N 8�.' \ 0. SV.Fitlnrl'L < 5� 0 -: ? , 0� em PRINCIPAL IN CI IALGE JR PROJECT' 61ANA(3ER JL DRAWN BY JC 1. N0. REASON DATE ZADDENDUM $2 OWNER REVISIONS 04/13/16 ENLARGED PLUMBING PLANS PRO,ECT NO. 121-5505-00 FOR CONST. 03.23.16®® DOMESTIC WATER SERVICE CALCULATIONS PLUM S SAW 1 FIXTURE WSFU (5) WATER CLOSET, 1.6 GPF FLUSH VALVE 50.0 (1) URINAL, 1.0 GPF 5.0 (6) LAVATORY 12.0 (1) MOP SINK 3.0 (1) KITCHEN SINK 2.0 (4) WALL & ROOF HYDRANT 12.0 (1) DRINKING FOUNTAIN 1.0 TOTAL WSFU = 85.0 APPENDIX E, TABLE E103.3(2) TABLE FOR ESTIMATING DEMAND 81 WSFU = 63 GPM STATIC LOSS CALCULATIONS: 1.0 HEIGHT OF HIGHEST FIXTURE ABOVE MAIN DOMESTIC WATER STUB -UP 10 FEET PRESSURE DROP AT HIGHEST FIXTURE = 0.433 X 10 FEET = 4.3 PSI BUILDING STATIC PRESSURE DROP = 4.3 PSI FRICTION LOSS CALCULATIONS: 3.0 MINIMUM PRESSURE REQUIRED AT MOST DEMANDING FIXTURE (RESTROOM) 30.0 PSI WATER METER PRESSURE DROP(EXISTING 2" HERSEY 400 SERIES) 5.0 PSI BACKFLOW PREVENTOR PRESSURE DROP (EXISTING 2" WILKIN 975XL RPZ) 12.0 PSI TOTAL DEVELOPED LENGTH OF DISTRIBUTION PIPING = 150 FEET 2. MOUNT ON SHELF, PROVIDED BY CONTRACTOR, ABOVE MOP SINK. DISTRIBUTION PIPING IS SIZED FOR 4.0 PSI PER 100 FT. FRICTION LOSSES. 3. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE PER ASME APPROVAL. TOTAL DISTRIBUTION SYSTEM FRICTION LOSS = 150 FEET X 4.0 PSI/100' = 6.0 PSI TOTAL BUILDING PRESSURE DROP = 57.0 PSI PIPE SIZING: 6.5 TO 13.0 INCHES W.C. 4.0 PSI/ 100' FOR FRICTION LOSS L-1 TANK VALVE 2" 1/2" = 2.1 GPM =1 FU = - FU 1-1/2" 3/4" = 5.7 GPM =2 FU = - FU 1/2" 1" = 15 GPM =11 FU = 5 FU 3/8" 1-1/4" = 22 GPM =20 FU = 8 FU PLUMBING GENERAL = 34 GPM =70 FU = 19 FU 1.1/2" ABBREVIATIONS = 70 GPM =225 FU = 110 FU R 121-5505-00 2 =137.5 GPM =573 FU = 465 FU CONST. 03.23.16 P300 2-1/2" = 210 GPM =1000 FU =1000 FU 3" CONCLUSIONS: MINIMUM SIZE OF BUILDING WATER SUPPLY PIPE = 2" MINIMUM PRESSURE REQUIRED AT BUILDING DOMESTIC WATER STUB -UP = 57.0 PSI INCLUDING EXISTING METER AND BACKFLOW AT STUB -UP OUTSIDE. :{ CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT BUILDING DOMESTIC WATER STUB -UP, DOWNSTREAM OF METER AND BACKFLOW PREVENTER. NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY IF MINIMUM PRESSURE REQUIREMENT IS NOT AVAILABLE. --------------- TOTAL DFU = 65.0 I� d- c�i I cQ C) N Q Q 0 0 m IL 00 00 d- r - I U 0 m cu s�. L U cn a� U) D 0� PLUMBING FIXTURE SCHEDULE PLUM S SAW 1 l FIXTURE WASTE DESS (5) WATER CLOSET, 1.28 FLUSH VALVE 30.0 (1) URINAL, 1.0 GPF 2.0 (6) LAVATORY 6.0 (1) MOP SINK 4.0 (1) KITCHEN SINK 2.0 (1) DRINKING FOUNTAIN 1.0 (4) 3" FLOOR DRAIN 20.0 TOTAL DFU = 65.0 I� d- c�i I cQ C) N Q Q 0 0 m IL 00 00 d- r - I U 0 m cu s�. L U cn a� U) D 0� PLUMBING FIXTURE SCHEDULE MARK MARK WASTE WASTE VENT WATER RUNOUT WATER CONN. SPECIFICATION CW HW CW HW 1 - 14 FIXTURE RUNOUT CONN. GALLONS G.P.H. READY TEMP 1. HOT WATER CIRCULATOR WITH 24HR DIGITAL TIMER/ & POWER CHORD AND 30" FLEX HOSES. COLOR O mi A.O. SMITH DEL -20 110 SURFACE MOUNT LAVATORY (AMERICAN STANDARD 'RONDALYN." 0490.019) AND 20 60 3.0 208/1/60 --- 1,2,3,4,5 REMARKS: 2 P.S.I.G. 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS, 0.5GPM FAUCET WITH POLISHED CHROME FINISH ( ZURN Z81000 -3M). LESS POP-UP 2. MOUNT ON SHELF, PROVIDED BY CONTRACTOR, ABOVE MOP SINK. DOMESTIC HOT WATER RETURN 3. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE PER ASME APPROVAL. -B ACTARIS�� B -34R 2x2 4. PROVIDE EXPANSION TANK PER DETAIL THIS SHEET. 2 P. S.I.G. 5. OTHER MANUFACTURER OFFERING EQUIVALENT PRODUCTS: STATE, RHEEM, LOCHINVAR. BLACK 6.5 TO 13.0 INCHES W.C. HOLE. HANDICAP DRAIN OFFSET W/GRID DRAIN (ZURN 8746 -PC) AND CHROME L-1 LAVATORY -SURFACE (ADA) 2" 1-1/2" 1-1/2" 1/2" 1/2" 3/8" 3/8" PLATED P -TRAP (ZURN Z8701 -PC) CHROME PLATED P -TRAP (ZURN Z8701 -PC) PLUMBING GENERAL NOTES, LEGENDS, ABBREVIATIONS AND SCHEDULES R 121-5505-00 FOR CONST. 03.23.16 P300 CHROME PLATED BRASS ANGLE SUPPLY STOPS WITH 1 2" LONG X 3/8" FLEX SUPPLIES (MCGUIRE M 165). INSULATE OFFSET, TRAP AND SUPPLY LINES (TREUBRO "LAVGUARD.' #103 E -Z) WALL HUNG (ADA) LAVATORY (AMERICAN STANDARD LUCERNE 0355.012) L-2 LAVATORY - WALL HUNG (ADA) 2" 1_1/2" 1_1/2" 1/2" 1/2" 3/8" 3/8" FAUCET: DELTA MODEL 500 -DST WITH GRID STRAINER DRAIN, 3 HOLE DRILLING ON 4" CENTERS, CARRIER: JAY R. SMITH SERIES 70OZ (CONCEALED ARM). FIXTURE COLOR: WHITE FLOOR MOUNTED, FLUSH VALVE WATER CLOSET (AMERICAN STANDARD "MADERA FLOWISE." 2234.001), 1.28 GPF, WHITE VITREOUS CHINA TOP OF RIM AT 15"AFF WC -1 WATER CLOSET FLOOR MOUNT 4" 3" 2" 1" -- 1" PROVIDE HEAVY DUTY OPEN FRONT SEAT, LESS COVER, (AMERICAN STANDARD W/FLUSH VALVE 5905.100) PROVIDE EXPOSED WATER CLOSET FLUSOHMETER, CHROME PLATED, 1 28GPF (SLOAN 111.128). FLOOR MOUNTED, ADA FLUSH VALVE WATER CLOSET (AMERICAN STANDARD "MADERA FLOWISE." 3043.001), 1.28 GPF, WHITE VITREOUS CHINA TOP OF RIM AT WC -2 WATER CLOSET (ADA) - FLOOR 4" 3" 2" 1" 1" 16 1/2 AFF PROVIDE HEAVY DUTY OPEN FRONT SEAT, LESS COVER, (AMERICAN MOUNT W/FLUSH VALVE STANDARD 5905.100) PROVIDE EXPOSED WATER CLOSET FLUSHOMETER, CHROME PLATED, 1 28GPF (SLOAN 111.128). WALL MOUNTED FLUSH VALVE URINAL (AMERICAN STANDARD ' WASHBROOK. "6590 UR -1 URINAL - HIGH EFFICIENCY, WALL 2" 2' 2" 3/4" __ 3/4" __ 005) , WHITE VITREOUS CHINA. MOUNT WITH TOP OF RIM 0 15 1/4". PROVIDE MOUNTED W/FLUSH VALVE ZURN 1222 SUPPORT SYSTEM HIGH EFFICIENCY WATERSENSE LISTED URINAL "FLOWSE" FLUSHMETER, CHROME PLATED, 0.5 GPF (AMERICAN STANDARD 6045.051 002) STAINLESS STEEL SINGLE BOWL TOP MOUNT EL.KAY DAYTONT GE125211_4 DIMENSIONS 25" L, 21,25 W,5.375 D ARC FAUCET AND SIDE SPRAY (EL.KAY LK81 1AT0812). SK -1 BREAK ROOM, SINGLE BOWL 2" 1-1/2" 1-1/2" 1/2" 1/2" 3/8' 3/8" MCGUIRE CHROME PLATED P -TRAP W/C.O, CHROME PLATED BRASS ANGLE SUPPLY STOPS, 12 LONG X 3/8 FLEX SUPPLIES. PROVIDE BASKET STRAINERS (ZURN Z870OPC). BI -LEVEL WATER COOLER (HALSEY-TAYLOR HAC8FSBL-Q ADA) 8 8GPH 0 50DEG SUPPLY AND 80DEG AMBIENT AIR PROVIDE REPLACEABLE WATER FILTER (HWF142) EWC-1 WATER COOLER BI -LEVEL (ADA) 2" 1_1/2" 2" 1/2" __ 1/2" __ PROVIDE 1-1/4" 170A CHROME PLATED P -TRAP W/CLEANOUT (ZURN Z8700PC). PROVIDE ZURN 1225 WALL CARRIER. 24"X24" FLOOR BASIN (FIAT MSB -2424) AND SERVICE FAUCET WITH VACUUM BREAKER, INTEGRAL STOPS, PAIL HOOK AND 3/4" HOSE THREAD ON SPOUT MS -1 MOP SINK 3" 3" 2" 1/2" 1/2" 1/2" 1/2" (830 -AA) PROVIDE HOSE AND BRACKET (832 -AA), MOP HANGER (889 -CC), STAINLESS STEEL BUMPERGUARD (E -88 -AA) AND STAINLESS STEEL WALL GUARD (MSG2424) ANTI -CONTAMINATION CLOSE COUPLED WOODFORD SERIES#84 LOOSE KEY BRAS WH -1 WALL HYDRANT -- -- -- -- 3/4" -- -- CASTING WITH CHROME FINISH AND VACUUM BREAKER BACKFLOW PROTECTED. (HOT WATER) LAVATORY TRAP PRIMER SYSTEM WITH P -TRAP AND 1/2" PRIME TUBE (JR SMITH TP -L LAVATORY TYPE TRAP PRIMER 1/2" 1/2" -- -- __ __ __ "PRIME EZE") IMB-1 ICE MAKER/REFRIGERATOR BOX 2" 1-1/2" 2" 1/2" -- 1/2" __ ICE MAKER CONNECTION BOX (OATEY #38602), 6'X6" 1/4 TURN BRASS BALL VALVE WITH INTEGRAL FACTORY INSTALLED WATER HAMMER ARRESTOR. CONCEALED 3/4" HOSE CONNECTION WITH INTEGRAL AUTOMATIC DRAINING, FWH-1 FREEZE PROOF WALL HYDRANT __ __ -- 3/4" -- 3/4" -- ANTI-SPHON VACUUM BREAKER IN CHROME BOX (WOODEORD X65) LENGTH TO SUIT WALL THICKNESS PROVIDE WITH QUARTER TURN, SQUARE FITTING, T -HANDLE KEY. FREEZELESS AUTOMATIC DRAINING WOODFORD 25 SERIES, VACUUM BREAKER FRF -1 FREEZE PROOF ROOF FAUCET 3/4' __ 3/4' __ BACKFLOW PROTECTED WITH UNION ELBOW. CONTRACTOR TO PROVIDE WITH INLET TO __ __ __ MATCH SPECIFIED SIZE, REFER TO DETAIL THIS SHEET. WATER HAMMER ARRESTOR (JR SMITH SERIES 5005-5050), PDI SIZE AS INDICATED WHA -'X' WATER HAMMER ARRESTOR -- - - -- 1" 1" ON DRAWINGS. POTABLE WATER EXPANSION TANK -- -- -- 3/4" __ 3/4" __ LEAD-FREE WATER EXPANSION TANK (WATTS PLT -5). 2 1 GALLONS TOTAL VOLUME, ET -1 0 8 GALLONS MAXIMUM ACCEPTANCE VOLUME. GENERAL PURPOSE DRAIN WITH FLASHING COLLAR AND ROUND TO ADJUSTABLE FD -1 FLOOR DRAIN 3" 3" - -- -- -- STRAINER HEAD (JR SMITH #2010) WHERE TRAP PRIMER IS SHOWN ON PLAN, PROVIDE TRAP PRIMER CONNECTION. (-P050) MEDIUM FLOOR DRAIN WITH FLASHING COLLAR, SEDIMENT BUCKET, ADJUSTABLE FD -2 FLOOR DRAIN - MEDIUM DUTY 4" 4" 2" -- -- -- - - STRAINER HEAD & ROUND NICKEL BRONZE STRAINER (JR SMITH #2010). WHERE TRAP PRIMER IS SHOWN ON PLAN. PROVIDE TRAP PRIMER CONNECTION (-P050) CHANNEL SLOPED DRAIN SYSTEM (ACO POLYMER K100S CHANNEL). PRECAST TD -1 TRENCH DRAIN- HEAVY DUTY BASIN BASIN -- -- -- -- -- POLYESTER CONCRETE CHANNEL OF INTERLOCKING DESIGN WITH A BUILT-IN SLOPE OF 0.6% AND WITH INTEGRAL METAL RAIL AND RADIUSED BOTTOM. 4" BOTTOM OUTLET WITH DOME STRAINER. ADA DUCTILE IRON EXTRA HEAVY DUTY GRATE. 18"x12" POLYMER CONCRETE CATCH BASIN (ACO POLYMER TYPE 630) WITH ADA CB -1 CATCH BASIN AS NOTED AS NOTED -- -- -- -- -- COMPLIANT CAST IRON GRATE SUITABLE FOR FORK LIFT TRAFFIC. BASIN TO INCLUDE TRASH BUCKET AND WILL ACCOMODATE 6", 8" AND 10" PIPE FCO -1 FLOOR CLEANOUT 4" 4" __ _- __ __ __ CAST IRON FLOOR CLEANOUT WITH NICKEL BRONZE TOP (JR SMITH 4020 SERIES) (OFFICE/RESTROOMS) REFER TO DETAIL FOR COVER TYPE SHEET P400. FCO -2 FLOOR CLEANOUT 4" 4" __ __ __ __ __ EXTRA HEAVY DUTY CAST IRON FLOOR CLEANOUT (JR SMITH 4220-M SERIES) WITH (SALES/WAREHOUSE) DUCTILE IRON TOP. REFER TO DETAIL FOR COVER TYPE SHEET P400. YCO YARD CLEANOUT 4" 4" __ __ __ __ __ EXTRA HEAVY DUTY CAST IRON FLOOR CLEANOUT (JR SMITH 4220-M SERIES) WITH (BUILDING EXTERIOR) DUCTILE IRON TOP. REFER TO DETAIL FOR COVER TYPE SHEET P400. ROOF O��N II�`f�O�A�ObEO�COW�AI�A"SSE k�i �AL Rb� RD -1 COMBINATION DR IN OVERFLOW DRAIN ASSEMBLY -� - AND SILHOUETTE DOMES WITH DOUBLE TOP -SET DECK PLATE (ZURN Z164) STORM DRAINAGE DOWNSPOUT NOZZLE WITH WALL FLANGE (JR SMITH 1770) REFER DSN-1 DOWNSPOUT NOZZLE -- -- - __ __ __ __ TO PLANS FOR SIZE, WATER HEATER SCHEDULE (ELECTRIC) MARK MANUFACTURER MODEL STOR. TEMP. `F STOR. CAP. RECOVERY T. RISE INPUT (KW) VOLTS/PHASE AMPS REMARKS 1 - 14 1 16 1 1/25 1 120/1/.79 GALLONS G.P.H. READY TEMP 1. HOT WATER CIRCULATOR WITH 24HR DIGITAL TIMER/ & POWER CHORD AND 30" FLEX HOSES. COLOR O mi A.O. SMITH DEL -20 110 20 20 60 3.0 208/1/60 --- 1,2,3,4,5 REMARKS: 2 P.S.I.G. 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS, LT. GREEN 2. MOUNT ON SHELF, PROVIDED BY CONTRACTOR, ABOVE MOP SINK. DOMESTIC HOT WATER RETURN 3. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVE PER ASME APPROVAL. -B ACTARIS�� B -34R 2x2 4. PROVIDE EXPANSION TANK PER DETAIL THIS SHEET. 2 P. S.I.G. 5. OTHER MANUFACTURER OFFERING EQUIVALENT PRODUCTS: STATE, RHEEM, LOCHINVAR. BLACK GAS PRESSURE REGULATOR SCHEDULE (2 PUMPS PUMP NO. SERVES GPM I HEAD FT. HP V./,/A % EFF. MODEL NO. MAKE CP -1 DOMESTIC HW - SK -1 1 - 14 1 16 1 1/25 1 120/1/.79 --- TL4000N READY TEMP 1. HOT WATER CIRCULATOR WITH 24HR DIGITAL TIMER/ & POWER CHORD AND 30" FLEX HOSES. COLOR GAS PRESSURE REGULATOR SCHEDULE (2 PSIG) MANUFACTURER/ CFH INLET OUTLET SPRING C ELBOW - TURNED DOWN 2233 LAKE PARK ELBOW - TURNED UP SMYRNA, GA 30080 TEE -TURNED DOWN TEE - TURNED UP RANGE SHUT-OFF VALVE ORIFICE MODEL CAPACITY PRESSURE PRESSURE COLOR O KEYED NOTE X O ACTARIS B-31 R 3/4"x3/4" UP TO 575 2 P. S.I.G. 7 INCHES W.C. LT. GREEN 5.5 TO 8.0 INCHES W.C. STORM WATER PIPING 1/2" ACTARIS -31R 1-1/4"x1-1/4" UP TO 750 2 P.S.I.G. 7 INCHES W.C. LT. GREEN 5.5 TO 8.0 INCHES W.C. DOMESTIC HOT WATER RETURN 1/2- -B ACTARIS�� B -34R 2x2 UP TO 3200 2 P. S.I.G. 7 INCHES W.C. BLACK 6.5 TO 13.0 INCHES W.C. EQUIPMENT TAG EQUIPMENT NO. 1/2" NOTES: 1. REGULATORS ARE FULL CAPACITY INTERNAL RELIEF TYPE. 2. REGULATORS TO BE INSTALLED WITH RELIEF VENT IN POSITION TO PREVENT ENTRANCE OF WATER (PROVIDE SCREENED VENT ELBOW AS REQUIRED). VENT OPENING TO BE LOCATED 12" MINIMUM ABOVE ROOF LEVEL. REGULATORS INSTALLED INSIDE THE BUILDING SHALL BE PIPED TO THE BUILDING EXTERIOR AND TERMINATED 12" MINIMUM ABOVE ROOD LEVEL. 3. TAG REGULATOR WITH INLET AND OUTLET SETTINGS, AFFIX WARNING "DO NOT REMOVE". PLUMBING GENERAL PLUMBING SYMBOLS DN DOWN N.I.C. NOT IN CONTRACT VTR VENT THRU ROOF C ELBOW - TURNED DOWN 2233 LAKE PARK ELBOW - TURNED UP SMYRNA, GA 30080 TEE -TURNED DOWN TEE - TURNED UP C121AS S, 031L SHUT-OFF VALVE THERMOSTATIC MIXING VALVE C� WATER HAMMER ARRESTOR M PRV - PRESS. REDUCING VALVE O KEYED NOTE X O CONNECT TO EXISTING CD CONDENSATE PIPING SS SANITARY SEWER PIPING ST STORM WATER PIPING V SANITARY VENT PIPING - DOMESTIC COLD WATER PIPING - - DOMESTIC HOT WATER PIPING - - - - DOMESTIC HOT WATER RETURN F FIRE PROTECTION PIPING G LOW PRESSURE GAS PIPING MPG - MEDIUM PRESSURE GAS PIPING RTU -XX EQUIPMENT TAG EQUIPMENT NO. ABBREVIATIONS AFF ABOVE FINISH FLOOR BFF BELOW FINISH FLOOR CD CONDENSATE CLG CEILING CO CLEAN OUT CW COLD WATER CWS CONDENSOR WATER SUPPLY CWR CONDENSOR WATER RETURN DEC DEGREES DIA DIAMETER DIM DIMENSION DWG DRAWING ELEV ELEVATION ENGR ENGINEERING EXH EXHAUST FCO FLOOR CLEAN OUT FD FLOOR DRAIN FPWH FREEZE PROOF WALL HYDRANT G GAS HORIZ HORIZONTAL HP HORSEPOWER HB HOSE BIB HW HOT WATER HWS HOT WATER SUPPLY HWR HOT WATER RETURN LAV LAVATORY MFGR MANUFACTURER MAX MAXIMUM MECH MECHANICAL MTL METAL MISC MISCELLANEOUS NTS NOT TO SCALE LB POUND RE: REFER REQD REQUIRED SCHED SCHEDULE SECT SECTION SIM SIMILAR SPEC SPECIFICATION STD STANDARD TEMP TEMPERATURE THRU THROUGH TYP TYPICAL UR URINAL WC WATER CLOSET WH WATER HEATER SECURE BRACKET TO WALL MINIMUM 6 PLACES 1/4"x2" GUSSET 3/4" "CDX" PLYWOOD, PAINT CLEAN, PRIME AND PAINT ALL STEEL 2-1/2" x 2-1/2" x 1/4" ANGLE FRAME DRAIN PAN f� PLUMBING GENERAL NOTES 1. ALL WORK AND INSTALLATIONS SHALL COMPLY WITH BUILDING SPECIFICATIONS, CURRENT CITY BUILDING CODE, AND OTHER GOVERNING CODES, STATE STATUTES, CITY ORDINANCES, AND REGULATIONS OF REGULATORY AGENCIES HAVING JURISDICTION AND SHALL ALSO CONFORM TO THE REQUIREMENTS OF THE OWNER'S INSURANCE CARRIER, THE STRUCTURAL ENGINEER, THE ARCHITECT, AND SHALL BE IN COMPLIANCE WITH ALL INDUSTRY STANDARDS. CODES AND ORDINANCES SHALL TAKE PRECEDENCE OVER SPECIFICATIONS AND DRAWINGS WHERE THERE IS A CONFLICT. 2. PAY ALL LAWFUL FEES FOR PERMITS OR LICENSES TO ACCOMPLISH THE WORK. OBTAIN AND PAY FOR ALL NECESSARY CERTIFICATES OF APPROVAL. 3. SLOPE STORM DRAINAGE PIPING AT 1/8" PER FOOT UNLESS NOTED OTHERWISE. 4. SLOPE SANITARY SEWER PIPING 2-1/2" AND SMALLER AT 1/4" PER FOOT. SLOPE SANITARY SEWER PIPING 3" AND LARGER AT 1/8" PER FOOT. 5. CLEANOUTS ARE TO BE PROVIDED AT THE END OF EACH RUN, AT ANY CHANGE OF DIRECTION GREATER THAN 45 DEGREES, AT A MAXIMUM OF 50' ON CENTER INSIDE THE BUILDING AND AT A MAXIMUM SPACING OF 100' ON CENTER OUTSIDE THE BUILDING, OR AS SHOWN ON DRAWINGS, LOCATE CLEANOUTS A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO ALLOW SERVICING. 6. FOR CONTINUATION OF UTILITIES 5'-0" BEYOND BUILDING REFER TO CIVIL DRAWINGS UNLESS NOTED OTHERWISE. 7. WORK SHOWN ON THE DRAWINGS IS TO BE COORDINATED WITH WORK OF ALL OTHER TRADES AND ACTUAL CONDITIONS OF CONSTRUCTION, 8. ALL UNDERGROUND PLUMBING PIPING SUBJECT TO FREEZE SHALL BE INSTALLED BELOW LOCAL AREA FROST LINE MINIMUM. VERIFY SITE FROST DEPTH. 9. ESTABLISH LOCATION AND SIZE OF UTILITY SERVICES PRIOR TO BUILDING ROUGH -IN. COORDINATE LOCATION OF BUILDING SERVICE ENTRANCES AND SYSTEM PIPE ROUTING WITH UTILITY SERVICE MAINS ON SITE AND SITE FEATURES AND CONDITIONS. 10. VERIFY FLOW LINE INVERTS OF BUILDING MAIN SEWER EXIT(S) REQUIRED FROM FURTHERMOST BRANCH LINE AND SITE SEWER TIE-IN LOCATION INVERT PRIOR TO BEGINNING BUILDING ROUGH -IN. NOTIFY ARCHITECT IF ADEQUATE FALL BETWEEN BUILDING AND SEWER CONNECTION CANNOT BE ACHIEVED. 11. LAY OUT PIPES TO FALL WITHIN PARTITIONS OR CHASES. DO NOT REQUIRE FURRING OTHER THAN THOSE SHOWN ON THE DRAWINGS. 12. INSTALL ALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND PARTITIONS UNLESS DISTINCTLY SHOWN OR NOTED OTHERWISE, ROUTE PIPING LOCATED NEAR EACH OTHER PARALLEL IN ALL PLANES, WITH SUFFICIENT CLEARANCE. 13. PIPING ON EXTERIOR WALLS SHALL BE INSTALLED ON THE ROOM SIDE OF EXTERIOR WALL INSULATION. 14. MAKE CHANGES IN PIPE SIZE NOTED ON THE PLANS DOWNSTREAM OF FITTING OF THE LARGER PIPE. WHEN SUPPLY PIPES ARE LARGER THAN EQUIPMENT TAPINGS, REDUCE SIZE IMMEDIATELY PRIOR TO CONNECTION. 15. CAP ALL PIPE OPENINGS DURING CONSTRUCTION. 16. LABEL PIPING TO IDENTIFY SYSTEM TYPE AND DUTY, FOR EXISTING BUILDINGS, FOLLOW ESTABLISHED IDENTIFICATION NOMENCLATURE. 17. COORDINATE LOCATION AND METHOD OF ATTACHMENT OF HANGERS AND SUPPORTS FOR PIPING SYSTEM TO BUILDING STRUCTURE WITH THE ARCHITECT AND STRUCTURE ENGINEER. ESTABLISH LOCATIONS OF SYSTEM PIPE ANCHORS AND OBTAIN APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. 18, SLEEVE PIPING THROUGH EXTERIOR WALLS, FIRE AND SMOKE RATED WALLS AND ASSEMBLIES, ON GRADE SLAB FLOORS, MULTI -STORY FLOORS. ANNULAR SPACE BETWEEN PIPE AND SLEEVE SHALL BE CAULKED AND SEALED. FIRE RATED PENETRATIONS SHALL BE FIRE STOPPED TO MEET RATING OF CONSTRUCTION PENETRATED. EXTEND SLEEVE A MINIMUM OF 1 INCH ABOVE FLOOR PENETRATIONS IN POTENTIALLY WET AREAS SUCH MECHANICAL AND EQUIPMENT ROOMS. REFER TO SPECIFICATION SECTION 07 92 00 FOR SEALANT TYPE AND SPECIFICATION. 19, DOMESTIC WATER PIPING SHALL BE INSTALLED TO SLOPE TO DRAIN POINTS. WHERE CONDI11ONS DICTATE TRAPPED SECTION OF PIPING, A DRAIN VALVE OR CAPPED TEE SHALL BE INSTALLED TO FACILITATE DRAINING OF TRAPPED SECTION OF PIPING. 20. THOROUGHLY FLUSH DOMESTIC WATER PIPING. SCREENED OUTLETS SHALL BE REMOVED DURING FLUSHING PROCESS AND REINSTALLED AT COMPLETION. 21. INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING. 22. COPPER AND PLASTIC PIPING INSTALLED IN STUD WALLS SHALL BE PROTECTED WITH MINIMUM 1/16 INCH SHIELD PLATES EXTENDING BEYOND THE PIPE IN ALL DIRECTIONS. 23. INSTALL SHUT-OFF VALVES IN HOT WATER AND COLD WATER LINES AHEAD OF CONNECTIONS TO ALL PLUMBING FIXTURES & EQUIPMENT. 24. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH -IN. THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER, ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATION REQUIREMENTS. 25. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONED LOCATIONS OF PLUMBING FIXTURES. FIXTURES DESIGNATED FOR HANDICAP USE SHALL BE INSTALLED TO MEET MOST CURRENT APPLICABLE ADA AND/OR ANSI REQUIREMENTS FOR INSTALLATION CLEARANCE AND ACCESS. 26. FLOOR DRAINS AND CLEANOUTS SHALL BE FURNISHED WITH TOP AND TRIM COMPATIBLE WITH FLOOR COVERING MATERIAL. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISH ALTERNATES AFFECTING FLOOR DRAIN AND CLEANOUT TRIM REQUIREMENTS. 27. ALL FLOOR DRAINS SHALL HAVE 3 INCHES MINIMUM WATER SEAL. 28. PROVIDE FUNNEL RECEPTOR FOR FLOOR DRAINS WHERE REQUIRED TO PREVENT SPILLAGE FROM INDIRECT WASTE LINES. 29. INSTALL A CLEANOUT AT THE FOOT OF EACH SINK WASTE STACK. 30. ALL FLOOR CLEANOUTS SHALL BE LOCATED A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO SERVICE. 31. PROVIDE ACCESS DOORS FOR ALL INACCESSIBLE VALVES AND CLEANOUTS. 32. COORDINATE LOCATION OF TERMINATION OF VENT PIPING WITH OTHER TRADES AND ARCHITECTURAL FEATURES AND CONDITIONS. MAINTAIN REQUIRED CLEARANCES TO OUTSIDE AIR INTAKES, WINDOW, ETC. AS REQUIRED BY LOCALLY ACCEPTED CODE. 33. RUN ALL DRAIN LINES FROM EQUIPMENT OVERFLOW RECEIVERS, ETC. TO FLOOR/HUB DRAINS. DRAIN LINES SHALL BE HARD DRAWN COPPER INSTALLED WITH MINIMUM 1/8 INCH PER FOOT SLOPE SECURED BY GUIDES AND SUPPORTS FOR PIPE SIZE SHOWN. NO DRAIN LINE TO BE SMALLER THAN 3/4 INCH. INSTALL TEE AT EACH ELBOW OF CONDENSATE DRAIN WITH CLEANOUT PLUG ON BLIND TEE. 34. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE, AND WIRE SIZE OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH DIVISION 26 CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT. 35. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS WHERE REQUIRED BY LOCAL AUTHORITY. PROVIDE PERMANENT ACCESS WITH SHUT-OFF VALVE UPSTREAM OF PRIMING DEVICE. 36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. THIS INCLUDES, BUT IS NOT LIMITED, TO PROVIDING (FURNISHING AND INSTALLING) ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. 37. THE CONTRACTOR WILL BE RESPONSIBLE TO SCOPE ALL EXISTING SANITARY LINES AND WILL SUBMIT REPORT AND VIDEO TO P.M. CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIRS REQUIRED TO 5'-0" BEYOND EXTERIOR WALL OR TO FIRST MANHOLE. UNT FRAMING TO ZUCTURE (TYP) 3/16" I PAN DRAIN. ROUTE TO TERMINATE AT MOP SINK rn in 2" AIR GAP NOTE: UNIT SHALL BE MOUNTED AT 8'-0" A.F.F.. INSTALL PER ALL LOCAL CODE REQUIREMENTS. SUPPORT PLATFORM SHALL BE DESIGNED TO SUPPORT A MAXIMUM WEIGHT OF 450 LBS. PAINT BRACKET WITH TWO (2) COATS OF SW/DTM, BLACK. WATER HEATER MOUNTING DETAIL SCALE: RLTJ& THI SH VA SEE PLANE PIPE SIZES 1. INSTALL SHUT -OFF-DUTY VALVES WHERE SHOWN ON THE DRAWINGS AND FOR SERVICE OF EQUIPMENT. CONTRACTOR SHALL PROVIDE ISOLATION VALVES FOR EACH AREA EVEN IF NOT SHOWN ON PLANS. 2. INSTALL BALL TYPE DRAIN VALVES WITH HOSE CONNECTIONS AT LOW POINTS FOR SYSTEM DRAINAGE. 3. REDUCE PIPE SIZES USING ECCENTRIC REDUCER FITTING INSTALLED WITH LEVEL SIDE UP. 4. ANCHOR PIPING TO ENSURE PROPER DIRECTION OF EXPANSION AND CONTRACTION. 5. INSTALL MANUAL AIR VENTS AT HIGH POINTS IN SYSTEM AIR VENTING. 6. INSTALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE, ROUTE PIPING AS DIRECTLY BETWEEN EQUIPMENT AS POSSIBLE, USING ONLY THE MINIMUM NUMBER OF BENDS REQUIRED. 7. WORK SHOWN ON THE DRAWINGS IS TO BE COORDINATED WITH WORK OF ALL OTHER TRADES AND ACTUAL CONDITIONS OF CONSTRUCTION. 8. LAY OUT THE PIPING SYSTEM IN CAREFUL COORDINATION WITH THE BUILDING CONDITIONS AND ALLOW FOR SERVICE OF ALL INSTALLED EQUIPMENT, ACCESS AND OPERATION OF VALVES, SERVICE OF ALL PIPING COMPONENTS, SERVICE OF HVAC EQUIPMENT. DETERMINE PROPER ELEVATION FOR ALL COMPONENTS OF THE SYSTEM. ESTABLISH STANDARD OF INSTALLATION AND REVIEW WITH OWNER'S REPRESENTATIVE FOR APPROVAL. DEMONSTRATE ACCESS OF ALL SYSTEM COMPONENTS. MAKE MODIFICATIONS REQUIRED BY THE OWNER AND INSTALL ALL OTHER SYSTEMS TO MEET INSTALLATION OF OWNER APPROVED UNIT PIPING. 9. KEEP ALL PIPE OPENINGS COVERED DURING CONSTRUCTION. VERIFY PIPING IS CLEAN AND CLEAR BEFORE EXTENDING PIPING SECTIONS. 10. LABEL PIPING TO IDENTIFY SYSTEM TYPE AND DUTY. 11. COORDINATE LOCATION AND METHOD OF ATTACHMENT OF HANGERS AND SUPPORTS FOR PIPING SYSTEM TO BUILDING STRUCTURE WITH THE STRUCTURAL ENGINEER. ESTABLISH PROPOSED LOCATIONS AND METHODS OF SYSTEM PIPE ANCHORS AND OBTAIN APPROVAL FROM THE ARCHITECT. 12. THOROUGHLY FLUSH BRANCH PIPING BEFORE CONNECTION TO THE UNIT. BYPASS UNIT AND CONTROL VALVE DURING FLUSHING OF PIPING. STRAINER SHALL BE INSTALLED AHEAD OF CONNECTION TO CONTROL VALVE. AFTER BRANCH PIPING IS PROVEN CLEAN, CLEAN STRAINER AND MAKE FINAL CONNECTIONS TO EQUIPMENT AND CONTROL VALVE. 13. REVIEW CONNEC11ON REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH -IN. (THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER.) ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATIONS REQUIREMENTS. 14. INSTALL VALVES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 15, INSTALL VALVES WITH UNIONS AT EACH PIECE OF EQUIPMENT ARRANGED TO ALLOW SERVICING, MAINTENANCE, AND EQUIPMENT REMOVAL. 16, LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. 17. INSTALL VALVES IN HORIZONTAL PIPING WITH STEM AT OR ABOVE THE CENTER OF THE PIPE. 18. INSTALL VALVES IN A POSITION TO ALLOW FULL STEM MOVEMENT. 19. INSTALLATION OF CHECK VALVES: INSTALL FOR PROPER DIRECTION OF FLOW. 20. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM STRUCTURE. 21. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS, BOLTS, RODS, NUTS, WASHERS, AND OTHER ACCESSORIES. 22. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED MOVEMENT OF PIPING SYSTEMS, PERMIT FREEDOM OF MOVEMENT BETWEEN PIPE ANCHORS, AND FACILITATE ACTION OF EXPANSION. 23. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. 24. DIVISION 22 CONTRACTOR SHALL PROVIDE TEST AND BALANCE OF PIPING SYSTEMS. TEST AND BALANCE SHALL BE PERFORMED AND REPORTED AS DESCRIBED BY NEBB OR AABC. PUMP STRAINERS SHALL BE CLEAN AND EQUIPMENT CONTROLS AND DEVICES FULLY FUNCTIONAL AT THE TIME OF PERFORMING BALANCE WORK. AFTER INSTALLATION OF NEW EQUIPMENT, THE CONTRACTOR SHALL BALANCE FLOW THROUGH HEATING AND COOLING COILS AND RECORD MEASUREMENTS. THE TEST FINDINGS SHALL BE REPORTED TO THE ARCHITECT FOR REVIEW AND COMMENT. IF THE SYSTEM IS FOUND TO BE OUTSIDE OF THE INSTALLED PUMPING EQUIPMENT ESTABLISHED PERFORMANCE CURVE, THE CONTRACTOR SHALL REBALANCE SYSTEM TO BRING IT TO THE PUMP MANUFACTURER'S PERFORMANCE PUMP CURVE. A\/TnfAl AC`T C !' rVn AK1"r%kI TAAIV ELECTRICAL" CONNECTION T & P RELIEF SEISMIC STRAP VALVE (ROUTE TOP & BOTTOM. TO MSB) DRAIN VALVE WITH R 0 HOSE CONNECTION. IR � WATER TIGHT REINFORCED GALVANIZED DRAIN PAN. 3/4" DRAIN ROUTE TO MOP SINK (yyHq BELOW, TERMINATE WITH AN AIR GAP. REFER TO MOUNTING PLATFORM DETAIL THIS SHEET ELECTRIC WATER HEATER DETAIL. NNS FOR 7ES (TYP.) SCALE: N.T.S. www.littleonlins.com This drawing and the design shorn are the property of Li#le Diversified Arcliilectural Consulting. The repro(bctioaa, copying or other use of'this dreaping wilboullbeirnritlen consent it prohibited and any itfringelwent mill be subject to legal action. © Little 2016 FM gpft"pm, R �® 51 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 iPROJECT NAME C121AS S, 031L MEN _j N M C W O W W _j LL. IPW .. I ® �_ U) ®® z 0 �J N 0 MA IL 1o.605144FL -� "FAI PRO%ECT TEAM PRINCIPAL W C1ILUtGE JR PROJECT MANAGER JL DRAWN BY JC NO. REASON DATE ADDENDUM #2 OWNER REVISIONS 04113/16 PLUMBING GENERAL NOTES, LEGENDS, ABBREVIATIONS AND SCHEDULES R 121-5505-00 FOR CONST. 03.23.16 P300 i CAULK SEAL ALL AROUND. INSTALL WITH VERTICAL 7"pm worm m Em f- LOOP TO REDUCE SEDIMENT BUILD UP TE: ATTACH TO STRUCTURE, WITH DRAW BAND ROOFTOP UNIT COLD WATER NO METHOD APPROVED BY SUPPLY TRAPEZE HANGERS ARE ACCEPTABLE ARCHITECT SHEET METAL COUNTER FLASHING TRAP PRIMER ANGLE, IF e o0 0 VALVE REQUIRED BY 5815 - ROOFTOP UNIT CURB ASSEMBLY. VACUUM MECHANICAL T. 04704.561.8700 SHEET METAL BASE FLASHING TURN UNDER BREAKER - CONTRACTOR - ROOF FELTS 12" MINIMUM _ = GRAVITY LINE www.littleonline.com k (TO TRAP) METAL FLASHING. REFER TO a o - ARCHITECTURAL DRAWINGS. This drawing and the design shown are tbcpropert, OPTIONAL WYE _ SEAL TO ROOF CURB. � o of Little lliversifzedArchitectural Consul[zng. T{ie o SPLITTER HANGER ROD reprodrrclion, copying or other use of this drawing o without their written consent is prohibited and any ANGLE AND CLAMP FOR RIGID o o OPTIONAL LOCKING NUT irfringerrrent will be subject to legal action. INSTALLATION. m G2 DISTRIBUTORS/ ROOF FAUCET (RF -1) WITH VACUUM z SPLITTERS c Little 2o1s BREAKER/ BACKFLOW PREVENTER, o j UPPORT NUT REFER STRUCTURAL DRAWINGS FOR ROOFUNION ELBOW AUTOMATIC DRAINING. ic7 i i I I DECK DETAILS. FLOOR DRAIN HEAVY DUTY HOLD ROOF PENETRATION TO MINIMUM ADDITIONAL WOOD BLOCKING. FLOOR REQUIRED FOR PASSAGE. COORDINATE WITH G.C. CLEVIS HANGER z INSULATION 6" IVIAA q�® e c ROOF INSULATION INSULATION SHIELD DECOR.- SHUT-OFF VALVE i 2233 LAKE PARK DRIVE SUITE 400 3/4" COLD WATER SUPPLY. SMYRNA, GA 3008.0 SEE SHEET P1.0 FOR ROUTING. ROOF DECK PIPE PENETRATION THRU ROOF ROOF FAUCET FRF -1 TRAP PRIMER PIPE HANGER DETAIL NOT USED 1 2 "SCA N.T.S SCALES NTS SCALES N.T.S SCALE N.T.S SCALES N.T.S.5, . r .,: w .Zri.,. ,. n. ,J" r..Y : 0 1,. e ,: A . , '.: r. 4.- .. r :.„ ,. r... .. r • _.>r:....rsa 1:L.„.„,r««c«..«t,.a✓n.,Eua„.,.uau.vc._E.«„«eur,«. s°r.c c .,.,'u- r..... ! 0 J .., 'V . €_. .:< ,., ,.,. ,.,.. _ ., ..,.. ....3:, ,. ., s, s.. .ro-. , :..., -... 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F*9 r ., ra _ ..,.,.,..«...,..«,a .,.r.aw.�au««:.,,�:�'��fuu� ,., ,:a:Wr..�««„lfi%S& J. �3 _.r,r >i ..... .. �” � - � r , as .r,. , r ,..x ,.,, .. a ..,r. ffs_1 .dv.�_{7 „.u.��'.r�w«*.riu _ .r.L', ... a .. ,.o._,•.:4.,,,..d,....«r_9�.,xcralr,�«a..,«„_.i,..,v«�.,.:.:.+.5r.�twua'«.,u...:r«rh'I,�,isw.w....«.._...;.«...,e..rsd�.,.x..�..•w.�i'�'..ut'`,d,«,..«.q„�.... �'...�,.�..u.� ... �..,...: ,.. t. r�..r .k ..1,,...,_z. ,...,a , ?ai � n., f .� Jc u.r._ u�x,r. .,at �'�:,, i� ,a..«„,-rM„�W.v....,«.,«ne.:.1�.r_..a..4,w«s w,...'iv w «l.. s,x:...;....,,,�.,.. rldu.u�ur,. J�au:,u�s�aL.a.,.«.d«««sWu�l�r�a:=.<�:£::rs.'L'-.fii+wa5�^'""'�a..cw�...�^a s...1r. ._+«_. ...,,... , , ... �S.'�«aSa.',,.; .r�wacu NOTE: NOTE: VERIFY UNIT CONNECTION LOCATION (SOME FOR BONDING SLIP SHEET TO PIPE CURB ®MAY HAVE CONTINUATION.NS FOR AND MEMBRANE USE CARLISE HD250 PIPE S U P P O I�.T SCHEDULE REQUIRE EXTERNAL TRAP). ET OR NOT ,[�N�`� PRIMER AND ROOF MEMBRANE BONDING 2” ADHESIVE. ROOFTOP UNIT NOTE: PROVIDE AND INSTALL TIE DOWN ARRANGE PIPING TO ALLOW FULL AND STRAP FOR PIPE. PIPE SIZE MAX. SPACING FREE MOVEMENT OF ROOF TOP EQUIPMENT ADAPTER AS REQUIRED TO RTU DOORS. WHERE POSSIBLE, SLIP SHEET REFER TO PLANS FOR PIPE SIZE. CONNECTION WITH UNION. CONDENSATE DRAIN PIPE SAME SIZE AS EDGE SHOULD BE LOCATED 3/4" 4' RTU DRAIN BUT NOT LESS THAN 3/4". 4"-8" FROM ROOF MEMBRANE SEAM LINE TO LIMIT MOVEMENT. DO NOT OVERLAP SEAM. VERSABLOCK PIPE SUPPORTS. PRODUCT 1" 6' SCREENED VENT OUTLET MAY BE STACKED TO OBTAIN HEIGHT ROOF CURB REQUIREMENT. INSTALLED FOLLOWING 1 1/4" 6' MANUFACTURER'S RECOMMENDATIONS. 1 1/2” 6' REFER TO PLAN P100 FOR EXISTING 2” HERSEY WATER METER TO REMAIN. CONTINUATION. 3/4" VENT > 2" 6' _ N MINIMUM 4" DEEP TRAP. (� ADHERE PIPE PIER TO SLIP 2 1/2" 8' PIPE STAND FIPT ADAPTER STACK AS NEEDED) Q " SHEET (SEE ABOVE). z (y EXISTING 2 WILKIN 975XL 3" 8' ( � L� REDUCED PRESSURE BACKFLOW 24" SQUARE SLIP SHEET (SEE ROOFING PREVENTER TO REMAIN. SPECIFICATIONS) PROVIDED BY THE SLIP SHEET �O ROOFING CONTRACTOR. PLUMBING 4" 8' CONTRACTOR TO COORDINATE WITH 0 ROOFING SUPPLIER FOR QUANITY OF SLIP NOTES: , W W SHEETS REQUIRED. 1 • PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND " HEAT WELD SLIP SHEET TO ROOF TEES, AND SHALL BE SPACED AS SPECIFIED IN TABLE. ROOF 2 GRADE MEMBRANE PER MANUFACTURES PLUG MIPTOUT -FOR _ RECOMENDAl10NS 2. PIPING SHALL BE SLOPED AND ROUTED TO PREVENT TRAPPING CLEANOUT AND � 0 W o .e . ROOF MEMBRANE CONDENSATE (EXCEPT AT DIRT LEGS) AND TO FACILITATE WINTERIZATION DRAIN. z a .. 4 a v ce: e ad 4 e a o CONDENSATE DRAINAGE. �y EXISTING 2" DOMESTIC WATER VERSABLOCK L.I_ SERVICE. REFER TO PLAN FOR 24860 BOISE RIVER ROAD 0 MORE INFORMATION. PARMA, ID 83660 0 nA ATER SERVICE _R1ER EXISTING PIPING ON ROOF SUPPORT 866,612.5625 U C D I-"- blockinfo®versablock.com Q RT O N E N SAT E D RAI N � LES LL N,T,,$ � SCALE N.T.S v SCALE N.T.S r- � NOTE: PRESSURE REDUCING VALVE N C� WITH INTERNAL VENT ARRANGE PIPING TO ALLOW FULL AND NOTE: ALTERNATE FOR CONDITIONS CONTRACTOR SHALL VERIFY ALL WHERE PIPE IS NOT CONCEALED FREE MOVEMENT OF ROOF TOP EQUIPMENT MECHANICAL GAS FIRED EQUIPMENT VENT ELBOW DOWN IN PARTITION WALL DOORS. CONNECTION LOCATIONS IN THE.FIELD GAS COCK WITH PLUGGED 1/8" INSULATION PRESSURE REDUCING VALVE WITH INTERNAL PRIOR TO INSTALLING GAS PIPE MAINS OR PLUGGED 1/8" NPT TEST GAUGE CONNECTION NPT TEST GAUGE CONNECTION. f (SEE SPECS.) VENT BRANCHES. LOCATE A MINIMUM OF 14" SUPPLY RISER SEE ABOVE SURFACE OF ROOF. ( VENT ELBOW DOWN LAP SEALANT DRAWINGS FOR SIZE) GAS PIPING ON ROOF \ ��� � ( ) PLUGGED 1/8" NPT TEST GAUGE GAS COCK WITH PLUGGED 1/8" NPT TEST GAS PIPE ADJUSTMENT AT ROOF � / STAINLESS STEEL CLAMPING RING OBSTRUCTIONS (TYPICAL). CONNECTION. GAUGE CONNECTION. LOCATE A MINIMUM m ( ) \ PROVIDE SPECIAL T OF 14 ABOVE SURFACE OF ROOF. �� ' CASING LENGTH AS CONNECT TO UNIT GAS CONTROLS WITH PRE -MOLDED PIPE FLASHING BOOT / \ r GROUND REQ D. GROUND JOINT UNION. PROVIDE GROMMET -TYPICAL MECHANICAL PIPE � � /� FOR WATER -TIGHT SEAL JOINT UNION ` REMOVABLE KEY AND HEAT WELDED LAP BY ROOFING PIPE ADAPTER i LOCKING COVER. ROOFTOP UNIT CONTRACTOR ROOF %�^ / VACUUM BREAKER W/ GROUND JOINT UNION DIRT LEG / HOSE CONNECTION GAS PIPING (ON ROOF) ___.. PIPE STAND „ DIRT LEG GAS PIPE ADJUSTMENT AT ROOF ATTACH B2400 STRUT TO BAR JOIST, LOCATE CLOSE AS 18 <z`` L NQS' " •,� �,�1 OBSTRUCTIONS (TYPICAL). SECURE PIPE WITH PIPE CLAMP — POSSIBLE TO WALL _._._..._.._ . _ • Gt)5h'r%, 'i SURFACE OF HEATED TYPICAL MECHANICAL PIPE SPACE. (2" MAX.) (VERIFY WALL THICKNESS) TALE. C _ - ROOF r >> r1r1 �011"; N ALL CENTERLINE OF CW PIPE GAS PIPING - RUN BELOW ROOF ABOVE STEEL SLEEVE, CLAMP TO STRUCTURE AND PIPE STAND BOTTOM CHORD OF BAR JOIST. (TYPICAL) FILL WITH WATER PROOF MASTIC JzRcunLiNc��uccL PR0jL-'CT MANAGER TYPICAL GAS PIPING CONNECTION TYPICAL GAS PIPING THRU ROOF FREEZE PROOF WALL HYDRANT JL 9 ® SCALE: KTJ3 DRAVIN BY SCALE N.T� 2 ., A�.j� T.�S J C LIPNO. REASON DATE r � ADDENDUM#2 ALTERNATE FOR CONDITIONS \ OWNER REVISIONS 04f13/16 WHERE PIPE IS NOT CONCEALED IN PARTITION WALL INSULATION E (SEE SPECS.) I VENT AS WASTE OR CAST IRON CLEANOUT WITH C.I. CLEANOUT TEE �., � SUPPLY RISER (SEE � GASKETED — CAST IRON CLEANOUT WITH CAST IRON CLEANOUT WITH THREADED 24" SQ. CONC. PAD / DRAWINGS FOR SIZE) THREADED ADJUSTABLE HOUSING, CLEANOUT PLUG CLEANOUT THREADED ADJUSTABLE ADJUSTABLE HOUSING, FLANGED FERRULE WITH TROWEL TOP SMOOTH Ir, _ 7' ���..yr.,.. -- FLANGED FERRULE WITH EXTRA HEAVY C PLUG HOUSING, FLANGED EXTRA HEAVY DUTY DUCTILE IRON COVER. i /� COUNTERSUNK SCREW I AND EDGE. OMIT IF IN DUTY DUCTILE IRON COVER. i i` REFER TO ARCHITECTURAL FERRULE WITH NICKEL ` SIDEWALK CD POLISHED S.S. ACCESS ( BRONZE SCORIATED COVER N / FINISHED GRADE DRAWINGS FOR WALL-�l'"��COVER FINISHED FLOOR j FINISHED GRADE CONSTRUCTION -.:.-, :.:..4_:I �� - �f PROVIDE SPECIAL CASING LENGTH AS 6' `' a /� BOTTOM OF CLEANOUT LIP — n .f THE �� o i — L IS TO BE ABOVE Q REQ D { HIGHEST TRAP n REMOVABLE KEY AND FINISHED FLOOR LOCKING COVER. CLEAN OUT EXTENSION CD r� / PIPE SAME SIZE AS �r J \ WENGTHASTE LTO` 1. r` CLEAN OUT EXTENSION PIPE SAME SIZE AS CD I;, � , VACUUM BREAKER W/ BUILDING SEWER OR � 4 •, o s SUIT l BUILDING SEWER OR a HOSE CONNECTION i DRAIN & 6" MAX. DRAIN & 6" MAX. \ " - REFER TO PIPE ,1i TWO-WAY CLEANOUT PLUMBING GENERAL LOCATE CLOSE AS 18 PENETRATION THRU p ,, POSSIBLE TO WALL _ _ __ __ FLOOR ABOVE GRADE SURFACE OF HEATED THIS SHEET FOR WASTE LINE LENGTH TO NOTES, LEGENDS, Q PENETRATION SUIT / sPACE. (z" MAX.) i ABBREVIATIONS J H (VERIFY WALL INICKNESS) REQUIREMENTS / 1/8 BEND ®END OF � �� r / AND SCHEDULES �• WASTE LINE LINE CLEANOUT a / WASTE LINE WASTE LINE WASTE LINE CENTERLINE OF CW PIPE IN WALL I U. PROJECT No.: Xz C 121-5505-00 5 Q FREEZE PROOF WALL HYDRANT FLOOR CLEANOUT SALESMAREHOUSE FCO -2 WALL CLEANOUT FLOOR CLEANOUT O C TWO-WAY CLEANOUT FCO -2 ° , 1 1 � FFI E/RESTROOMS FCO 1 0., ) FOR !L SCALE: NTS SCALE: NTS SCALE: NTS SCALE. NTS SCALE: NTS CONST. 03.23.16 P400 42 ABBREVIATIONS AC G- ABOVE COUNTER SPACE OR 420 APF IG ISOLATED GROUND AP AMP FU5E 15C SHORT CIRCUIT CURRENT AFF ABOVE FINISHED FLOOR LTG LIGHTING AL ALUMINUM MTD MOUNTED BFC BELOW FINI5hEO CEILING N NEUTRAL DKK DREAKEK NEC NATIONAL ELECTRICAL CODE CND CONDUIT PNL PANEL CONN CONNECTED OR CONNECTION RECPT RECEPTACLE CTB CABLE TV TERMINAL BACKBOARD TEL TELEPHONE CU COPPER TTB TELEPHONE TERMINAL BOARD ON DOWN TV TELEVISION CC EMPTY CONDUIT TV55 TRANSIENT VOLTAGE SURGE 5UPPRE550K ELEC ELECTRICAL Tyr TYPICAL FACP FIRE ALARM CONTROL PANEL )(PMR TRANSFORMER FAA PIR!° ALARM ANNUNCIATOR PANEL UG UNDERGROUND G OR GRND GROUND wP WEATHERPROOF Gra OR GP GROUND FAULT CIRCUIT INTERRUPTER FLOOR C`y 0. CD u� C) N I d' Q_ Q 0) N CD d W U . N 'I wi o' 0 U J LL L O V/ L O 0 0 O ?. Os 5 - ELECTRICAL LEGEND5 5YMBOL5 DESCRIPTION MOUNTING of Little DiverrdfiedArchitectural C'onrtrltiug. I he DUPLEX RECEPTACLE, 12OV. 20A NEMA 5-20K 180 AFF JnL DUPLEX RECEPTACLE, 12OV, 20A. NEMA 5-208 42' APF OR G' ABOVE 44 DECORk6'.®® e 2233 LAKE PARK COUNTER TOP SMYRNA, GA 30080 QUAORAPLEX RECEPTACLE, 12OV, 20A. NEMA 18" APP 5-20R PAC OUADRAPLfY RECEPTACLE, 12OV, 20A, NEMA 42' AFF OR G' ABOVE co 5-20R COUNTER TOP IR DUPLEX RECEPTACLE TOP HALF SWITCHED, 120V, 18' AFF LL 20A, NEMA 5-20K rry�rry 1� U) ) ®® ® DUFLEX RECEPTACLE, 120V. 20A, NEMA 5-20K FLUSH WITH FIN15HED N6 FLOOR 0 DUPLEX RECEPTACLE, I ZOV, 20A, NEMA 5-20K IN CEILING n `F' SPECIAL RECEPTACLE, CONFIGURATION AND 18' APF ......................................... PROJECT-1AANAGER JL ELECTRICAL CHARACTfR15TIC A5 NOTED ON DWG (� JUNCTION BOX FLU5H 1N WALL WITH COVER SIZE 181 AFP Y PER NEC ........................... .................. I....... ............I ............. ............. I............ JUNCTION BOX FLUSH IN CEILING WITH COVER SIZE .......................... ELECTRICAL PER NEC. IN CEILING I� JUNCTION BOX FLUSH IN FIN5HED FLOOR WITH FLU5H WITH FINISHED LJ COVER SIZE PER NEC. FLOOR C`y TV OUTLET 18" AFF r TELEPHONE OUTLET 18" AFF TELEPHONE OUTLET. SUBSCRIPT- F - tlRf PAAW5 42" AFF OR G" ABOVE PHONE, H - HOUSE PHONE, P - PAY PHONE COUNTER TOP 19 TELEPHONE / DATA COMBINATION OUTLET 18" APF TELEPHONE /DATA COMBINATION OUTLET 42' AFF OR G" A00VE . COUNTER TOP y DATA OUTLET 01111AIIII31151B OKWA7M OUAfiiTM I e+ AFP $ DATA OUTLET 42" AFF OR V ABOVE COUNTER TOP @ /�0 - 5MOKI! DETECTOR CEILING / WALL MOUNTED CEILING / 80" AFF INFRARED BEAM SMOKE DETECTOR TRANSMITTER/RECEIVER. 80- AFF HEAT DETECTOR CEIUNWALL MOUNTED CEILING / 80' APP FLOW SWITCH © TAMPER 5WITCH EIRE ALARM NOTIFICATION DEVICE. AUDIO AND 80_ AFF VISUAL FIRE ALARM NOTIFICATION DEVICE AUDIO 80" AFF FIRE ALARM NOTIFICATION DEVICE V15UAL 80" AFP ® EIRE ALARM INITIATION DEVICE PULL 5TAT)0N. 42' AFF ® CARD READER 42" APP $ SWITCH 42" AFF $y SWITCH - 3 WAY 42" Arr $� SWITCH - BUILT IN OCCUPANCY SENSOR 42" AFP 015CONNECT 5WTTCH. 5U85CRIFT• AMP/ # OF LLJJ POLES / ENCL05URE A5 INDICATED ON DWG FUSED DISCONNECT SWITCH 5UB5CRIPT: AMP /+1r OF POLES / ENCLOSURE / FUSE A5 INDICATED ON DWG ELECTRICAL PANELBOARD REFER TO PANELBOARD SURFACE MOUNTED SCHEDULE ON WALL ELECTRICAL PANELBOARD. REFER TO PANELBOARD PUSH WITH WALL 5CHEDULE EQUIPMENT A5 NOTED ON DRAWING. MOTOR CONDUIT MAGNETIC DOOR HOLD OPEN DEVICE CONNECTED ❑M TO FACP. DOOR RELEASED CLOSED IN THE EVENT OF ALARM. SHUNT TRIP A55EMDLY ❑ PU5H OUTTON 5WITCH /r CONDUCTOR TURNINGOOWN/UP �... HOME RUN WITH WIRE TICKS XX - PANEL r" DESIGNATION, 0 - CIRCUIT DESIGNATION WIRE TICK5 - (1) NEUTRAL 1, (3) HOT 1114 (1) GROUND ELECTRICAL GENERAL NOTE5 I ELISCiiiC& DEISM GH&L BE N OOIYLM.WM WITH THE CUIVOIl' 2000 EDfiM OF NFPA 70. 2. ELECTRICAL CONTRACTOR SHALL REFER TO ALL OTHER 0E51GN DRAWING5 PRIOR TO 010 AND Rf-TAIN PULL UNOER5TANDING OF THE SCOPC OF WORK. 3 FIXTURE TYPE INDICATED BY UPPER CASE CHARACTERS, SWITCHING AND GROUPING DE5IGNATED BY LOWER CASE. LETTER AND CIRCUIT BY NUMBER (WHERE APPLICABLE). 4 REFER TO THE ARCHITECTURAUNTCRIOR5 REFLECTED CEILING PLANS FOR EXACT FIXTURE PLACEMENT AND DIMENSIONS 5. REFER TO THE AKCHITECTURAUINTERIORS OOCUMENT5 FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. G. COORDINATE THE INSTALLATION OF ALL CEILING MOUNTED DEVICES (PIKE ALARM 5Y5TEM DEVICES AND 5PPAKM5, SOUND 5Y5TEM 51'EAKER, ETC) TO 15C SYMMETRICAL A00UT LIGHT FIXTLIKE5 AND 5PRINKLER HEADS. REFER TO THE ARCHITECTURAL REFLECTED COLING PLAN. TYPICAL 7 ALL MOUNTING OF EQUIPMENT LS A5 5HOWN UNLE55 OTHERWISE NOTED COORDINATE WITH ARCHITECT THE COLOWIW5hE5 OF ALL ELECTRICAL DEVICES, OUTLET5, COVERPLATE5 AND TRIM 8 EMERGENCY BATTERY I"ACK5 AND EXIT 51GN5 SHALL BE CONNECTED AHEAD OF ANY 5WITCHING DEVICE5 9 REFER TO MECHANICAL DRAWINGS FOR DUCT 5MOKE DETECTOPQUIRt%4tNT5, LOCATIQN5 AND QUANrMr5 OPERATION SHALL INCLUDF DUAL CF LOCAL EQUIPMENT SHUTDOWN AND FIRE ALARM SIGNAL INITIATION 10 WHEN CONDUCTOR OR CONDUIT SIZE 15 INDICATED FOR BRANCH CIRCUIT HOME RUN. THE CONDUCTOR AND CONDUIT 5120 INDICATED 5HALL BE USED FOR THE COMPLETE CIRCUIT I I REFER TO THE APPROPRIATE OKAWIW05 FOR ThE EXACT LOCATION AND REQUIREMENTS OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS. WHICH REQUIRE ELECTRICAL SERVICE 12 EQUIPMENT GROUNDING CONDUCTORS 5HALL BE IN5TALLED IN ALL RACEWAYS 13 WALL5WITCHE5 CONTROLLING CIRCUIT5 OF OPPOSITE PHA5E5 5HALL NOT BE INSTALLED IN COMMON BOX UNLESS PERMANENT BARRIER 15 PROVIDED 14 ALL HOME RUNS 5HALt~A9,0& 4, 9,3TRuMRE 5 MUCH A5 PO551B1E WHERE CEILING 15 rXF05EO.. MUST BE RUN AT ROOF DECK. 1 15 ALL RACEWAY AND EQUIPMENT 5UPPORT5 AND HANGER5 SHALL 0E FULLY COORDINATED WITH 5TKUCTURAL DRAWING5 TO INSURE LOCATION OF 5AME OCCURS WITHIN FOUR (4) INCHE5 OF PANEL, POINT ON BAR J015T5 I G COORDINATE LOCATION OF ALL FLOOR MOUNTED MECHANICAL AND PLUMBING EQUIPMENT IN ORDER TO VERIFY POWER 4 CONTROL RACEWAY CONCEALED IN 5LA55 TERMINATED AT PROPER LOCATION 17 DISCONNECT SWITCHES. MOTOR STARTERS AND OTHER ELECTRICAL EQUIPMENT IN5TALLEO ABOVE ACCE55IDLE CEILINGS AND REQUIRING ACCE55 FOR MAINTENANCE, SHALL BE INSTALLED WITH BOTTOM OF DEVICE ONE (1) FOOT AC5OVE CEILING TO PROVIDE READY A=551BILITY 18 MEChANICAL. PLUMBING FIRE PROTECTION AND OTHER EQUIPMENT ARE SHOWN ON FLOOR PLAN IN APPROXIMATE LOCATION COORDINATE WITH M, P. FP AND CONTRACT DRAWING95UBMITTAL5 FOR EXACT LOCATION OF EQUIPMENT 19 GENERAL DIAGRAMATIC RACEWAY INTERCONNECTIONS OF EQUIPMENT, PIXTIJRPS AND DEVICES ARE INDICATED ON FLOOR AND REFLECTED CEILING PLANS. REFER TO STRUCTURAL AND ARCHITECTURAL PLAN5 FOR ELEVATION CHANGES AND RACEWAY ROUTE5 20 RACEWAY FOR EXTERIOR LIGHTING MAY BE INDICATED OUTSIDE OF BUILDING FOOTPRINT FOR CLARITY. ROUTE ALL EXTERIOR UGHTING RACEWAY WITHIN BUILDING STRUCTURE 21 TELEV15ION AND RADIO ANTENNAS CA0LE5 SHALL HAVE 5URGE PROTECTION GROUND ALL MASTS 22 PROVIDE SURGE PROTECTION FOR ELECTRICAL AND TELEPHONE 5ERVICE5 23 PROVIDE TV55 FOR FIRE ALARM CONTROL PANEL 24 FIELD COORDINATE MECHANICAL AND PLUMBING EQUIPMENT ELECTRICAL CHARACTERI5TIC5 WITH DIV. 15 CONTRACTOR PRIOR TO ROUGH -IN ADJUST ELECTRICAL CONNECTIONS IF NECE55ARY TO MATCH ACTUAL EQUIPMENT IN FIELD FOR EXAMPLE. COORDINATE THE NAMEPLATE OVERCURRENT PROTECTION DEVICE RATING OF MECHANICAL EQUIPMENT AMONG MECHANICAL AND ELECTRICAL SUBCONTRACTOK5 ADJUST CIRCUIT BREAKER TO MATCH NAMEPLATE RATING OF EQUIPMENT AT NO ADE)MONAL C05T 25 FIELD COORDINATE MECtlANICAL AND PLUMBING EQUIPMENT REOUIREMENT5 FOR ANY SUPPLEMENTAL POWER KCQUIREMENT5, INCLUDING BUT NOT LIMITED TO CONTROL CIRCUIT5 IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ALL EQUIPMENT TO I1-5 INTENDED OPERATIONAL 5TATU5. 2G REFERTO FIRE. PROTECTION DRAWINGS FOR LOCATIONS OF FLOW AND TAMPER SWITCHES 27 EACH PENETRATION OF A FIRE RESISTANT RATED A55YM15LY BY A PIPE, TUBE WIRE OR CONDUIT SHALL BE PROTECTED BY A THROUGH PENETRATION FIRE STOP SYSTEM THAT HAS OEEN TE5TED ACCORDING TO A5fME 814 OR E 199 28 ELECTRIC RECEPTACLES. 5WITCHE5, OUTLET5, ETC 5HALL NOT BE INSTALLED BACK TO BACK ON FIRE RE515TANCE RATED WALLS. THEY 5HALL 15C AT LCA5T 2 4-INCHE5 APART 29 LIGHT SWITCHES AND ELECTRICAL OUTLETS. LOCATED IN ROOM5 ACCE5518LE TO THE DISABLED 5HALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR SURFACE IF THE REACH OR THE CONTROL 15 OVER AN OBSTRUCTION, THE MINIMUM HEIGHT SHALL BE REACHED TO 44 INCHE5 FOR A FORWARD APPROACH OR 4G INCHE5 FOR A 51DE APPROACH 30 CONNECT ALL EXIT SIGNS TO NEARE5T UN5WIICHED FORTION OF THE LIGHTING CIRCUIT IN THE AREA. 31 ELECTRICAL 50XE5 IN5TALLED IN FIRE RATED WALLS SHALL MAINTAIN THE INTEGRITY OF THE RATED WALL 32 SUPPORT ALL VERTICAL RACEWAY PER NEC TABLE 300 19(A) 33 MAKE ELECTRICAL CONNECTIONS TO ELECTRIC WATER COOLERS FROM GFCI PROTECTED OUTLET IN WALL BEHIND COOLER HOUSING THE OUTLET AND CORD ShALL NOT BE VISIBLE FROM PUBUC VIEW 34 COORDINATE WITH CUT5HEET5 OF ALL EQUIPMENT TO 15e INSTALLED AND PROVIDE ADDITIONAL CIRCUIT5 FOR CONTROLS IF REQUIRED BY MANUFACTURER. 35 ALL EXPOSED HORIZONTAL RUNS OF CONDUITS SHALL 0E EITHER PARALLEL OR PERPENDICULAR TO EXTERIOR WALLS 3G PROVIDE PLENUM RATED CABLES IF THE CABLE5 ARP EXPOSED AND ROUTED THROUGH PLENUM 37 ALL OUTLET DEVICE COLORS 5HALL BE GRAY AND FACE PLATE SHALL BE STAINLESS 5T ft 38 ALL 125V 15A AND 20A NONLOCKING RECEPTACLES SHALL BE A LISTED WEATHER—RESISTANT TYPE (WR). 5815 Westpark Drive Charlotte, 704.525.6350 1 . : 11 www.IIttIaonIine.com Ibis drawing and the design shown are the property of Little DiverrdfiedArchitectural C'onrtrltiug. I he reproduction, copying or other use of'this drawing nnthout their written consent a prohibited and ary it f zngement will be subject to legal action. © Little 2016 FLOOR 44 DECORk6'.®® e 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT, cxI r co Z W LL Z rry�rry 1� U) ) ®® LLz U) N N6 \ <,`�� �.':,G E_ lel �� • ���'��'-�, T;r. 60544FLa ^ - ,, 1 r rrt 01111) 4 0 \ " PROJECT PRINCIPAL 1N C1LIRGL' JR ......................................... PROJECT-1AANAGER JL ......... I .... I ......................... DRAWN BY JC NO. REASON DATE ADDENDUM 2 .......................... OWNER REVISIONS 04/xi/10 ........................... .................. I....... ............I ............. ............. I............ .................... .......................... ELECTRICAL NOTES " • 121-5505®00 FOR CONST. E002 03.23.16 Modular Wirin 8ste'r lri tafl aiid OVrV,i,e G 2 E101I I PROVIDE TWO HARD WIRED OUTLETS AT - 48OV, 30A FOR FORKLIFT CHARGERS E 3 L1—V5 I M2 -14j_5,17 ® H 2— 2tr~'T' _tf A 11 PLUG AND PLAY 0-13AV FURNISHED BY OWNI INSTALLED BY ELECTRIC CONTRACTOR. MOUNT WITHIN OF TRUSS VOICE/DATA CABLE REQI 2—CHANNEL POWER EXTENSION ARM. CONNEC- STRUCTURE ABOVE AND F BRACKET AT FIXTURE. PROV AND INSTALLED BY OW w%%lu Eli- Ilmi) a Lot v� SCALE: NTS L2-26 #10 .......__.......__........_....._...._............... ...... ..............._.................__._..__..................................a...._.._.._._........_..._................-__._........__......_........................_............::i:.._....._. 7 11 L1-29 1' #1 0 A.iia 3.. .1 d E4 1 I x �'.c ar :v 91 dx � salll n�,r aqW fhX ry i gys i Po i � $Y b I 1 r . n..>«.«„ � ry .... � .� �'r' aur 3,i'�''.n '�✓" v�l;s� `>� t � Ss�^"� 1 ) 3 k f C. (.,. ...:..( �t_ ,:..::.:.1 .>• u. _ � .: is --u . .....':.,: s ..,,. 'U. b is ^ � 4 . .. #'r,">..<c.,,:,....,i .,rr'wa"x�v..,s.� ss� 3 a �'>s.za>..:♦. y I x L1 J33 & 1 k $ «.a'3'>"Rt rl '1 L2-20 1 ®�#10 A ii L2-22 . L2-35 #10;.. #10 \i 14 L2-19� i ?#1 p1 #10 I 4 I ,/ , L2 23 J _..... ,:—... SIGN_._. D8- WP _ SIG C L2# 37 X10 2 10 7 L2#131 1/2 L2-26 8 , �f -7 / _ f �_/______ NO PARKING EIRF_ LANE L2 #10 SIGN--\ 0L2-26 #10 L2-28,30 30 L2— 28,30 #10 #10 ..... _... ----- - Fil_ _ fl I8 30!L2-6 #10 T-2 45KVA TXMR( 6 Iff O , a � f •€ �� g � � $ g j I 1 \ •Y 4 L'l A L1-41 #10 �{ L + �$« 1 b•S3SOY N�4tiF Vi t :it J�,4 Y+.MN �y"F"W]Sh ,Y Lll �1 i z � ss$ ,§A^•,,r� >'� �"�+ e •�a �. #a� i.':%; �3>. 5t' u+..S,;+` ^+� '� .'i�, 7 ,.F�W . .rP"4iM..8i::'u i,J",... '�u y`k ; A �l "v,A a �" 3'' j �i7 14'0 `�y&'� ,s. (s✓.p,�y.rx sx:' "�1icq,Ps. w.aa s' ��ax,: t,a war< �.. 3y' . I'°`sa"'+: v't Ak ,Y 9 .i a >$+ r4i `. GS's �9aaw�• j"' � µ �.u.>� f , s s i r s r% yy 5 eV $' �•! �� JS Y Y F Y >Yyd"b` ,a' Parr icy x v4 n'4,`n wa 2>a a>"�r sz:t°' a km >s,)�� I9 q6 JY ..z. � q, ` j ,` u. a °y} , $ si s'.`3Yy ,yN "z M, �'��'a�s�y1^o-,p AL2-25.�i.... j10 �g1A >➢�` � � p ' t r �� l "x � %� t � �.y�,�� �pf �� �r� y �t r p €it �'1� � 8iy'tiy(�{� '4 to xt'� k?, e,'y# ,���,+ sv f: �'n�;A I� '�` /`A r'�?�y3 ya__( ,,xt ✓s (a'' ,y �b ,� i r a .y .r I� � ai, . ` '> a" "x '�� ,y+� r ✓ gar q�JI SWI i` a......+„ y✓ a �� �1 P2,s 3'4a�;v+' z� , s as ,�'a�a xo xo �p,`-� ,{{j r> ° ✓' y aY8 �Y ,%x s%" 4 u it . , a a � fid✓` ✓ g�>dt.� .�' Y ' L2-16 f.� , #10 %'� f` X42-3 L2-12 A ^fib L�� 014 G 10 8 #10 1 2 2 L2 10 �] _.....��....._. <P i ^U —8 #10 1#10A A A � a A � ., 54" A y _ ` F Tr i I I ®I-L�181 - _ IL- -_.---- 2-5 — L T , — SIGN #10_SGS SIGN L2-18 L2-40 L2-42 L2=36;38 -- -- � `�---- i 1 n � O #10 #10 #10 U 8 I11 FLOOR PLAN -POWER SCALE. VW . T -W F _oY Ll #102 NISTRUT CHANNEL Y FASTENED TO BOTTOM CHORD OF BAR JOISTS. OF STRUCTURE U.L LISTED POWER EXTENDER CABLES (E.G. RELOC) FURNISHED AND INSTALLED BY OWNER. CABLE SUPPORTED EVERY 4 1/2" PER NEC. 19 10 pJF' P4.AN L yUP� G .y LEGEND PHONE/DATA 0 DUPLEX QUAD %') SCONCE y WALL LIGHT EXPRESS FIXTURE/CEILING LIGHT FLUORESCENT LIGHT RA DP D AND P JUNCTION BOX (1 BOX, 1 CIRCUIT) 60 DP D AND P JUNCTION BOX (1 BOX, 2 CIRCUITS) 12" DENOTES HEIGHT ABOVE 0 FINISHED FLOOR �v KEY NOTES 1. PROVIDE TWO HARD—WIRED OUTLETS AT 48OV, 30A FOR FORKLIFT CHARGERS. 2. DEDICATED CIRCUIT MOUNTED INSIDE OF CABINET ® 12'-6 AFF, ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 3. 120V QUICK CONNECT JUNCTION BOX FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOR MODULAR WIRING CONNECTIONS TO POWER POLE FURNISHED AND INSTALLED BY OWNER. REFER TO DETAIL 3/E101. 4. J—BOX FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INTERIOR OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT J—BOX. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH—IN. 5. TOUCH SCREEN DATA & POWER: MOUNT DUPLEX OUTLETS ONE AT 18 AND ONE AT 54". ADD DATA DROP AT 18". PULL STRING CHASE ABOVE TO GET TO TV AT 54". VERIFY LOCATION WITH F&D PROJECT MANAGER BEFORE INSTALLATION. USE POWER POLE. 6. WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INSIDE OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE, ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT WIREWAY. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH—IN. WIRE WAY TO BE PAINTED TO MATCH. 7. WEATHER PROOF AND LOCKABLE/TAMPER PROOF DUPLEX OUTLET 8. SLIDING DOOR AND OVERHEAD DOOR. VERIFY EXACT LOCATION. 9. POWER FOR FUTURE REGISTER. 10. PROVIDE A 4" CONDUIT AND RELOCATE THE TELEPHONE DEMARC TO THE DATA ROOM. 11, PROVIDE AN ENCLOSED WP CONTACT CLOSURE SWITCH (NORMALLY OPEN PUSH TO CLOSE) PUSH BUTTON AND INSTALL 22/2 AWG WIRE FROM THE PUSH BUTTON TO GENERATOR MODULE PROVIDED AND INSTALLED BY OTHERS. 12. DEDICATED CIRCUIT MOUNTED ® 5' AFF. ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 13. REMOVE THE EXISTING T—STATS AND INSTALL THE EMS PANELS. %ENLARGED VESTIBULE PLAN m POW -E -R "_.) SCALE: 1/41v = 1'-0" J r _07 SCALE: 1/4v= 1'-0" bstpork Drive 704.525.6350 F: 704.561.8700 www.IIttIaonIIna.com This drawing and the design shown are the property oj',Liltle Diversified llrchitectural Consulting. The reproduclion, copjing or other use oj'this drawing without lheir written consent isprobibited and aty infringement xill be subject to legal action. © Little 2016 FLOOR DECORd&?4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 910? t G 40 � N c� I� W z W0 1 u- 0 W L— Z U) �: 00 LLZ �— N r � N vl E N S<�',•ter o. 605.44FL yK y � •: "PROJECT 111UNCIPAL IN CIIARGE JR................................... PROD LIC1, NANAGP.R JL................................... DRAWN UP JC RVASIONS NO. REASON DATE ADDENDUM 2 OWNER REVISIONS. . . . . 04/13/16 .......................... FLOOR PLAN POWER PROJECT• 121-5505-00 FOR CONST. E101 03.23.16 G LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER VOLTS WATTS LAMPS LAMP TYPE SYLVANIA MOUNTING DESCRIPTION NOTES A24 LITHONIA IBH 24000LM SD080 MD MVOLT GZ10 40K 80CRI WH 277/120 249 1 LED INCLUDED SUSPENDED 18'-7-771-57 LED HIGH BAY FIXTURE, 26830 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, 80 CRI, GLOSS WHITE FINISH A24E LITHONIA IBH 24000LM SD080 MD MVOLT GZ10 40K 80CRI WH 277/120 249 1 LED INCLUDED SUSPENDED 18-0 44"X1 7 LED HIGH BAY FIXTURE, 26830 LUMENS, 010 ONE (1) AT EACH END OF LIGHT (5) CONDUCTORS, (3)#12 FOR POWER (SWITCHED HOT, FIXTURE FOR THE AIRCRAFT CABLE NEUTRAL, GROUND) & (2)#18 FOR CONTROL (0-10V, HOT CABLE NEUTRAL) SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, OSS SPLITS A ONEPASS CIRCUIT RUN IN TWO DROP CABLE OD HAS LOOSE WIRES ON ONE END FOR CONNECTION TO LIGHT LIGHT FIXTURE FOR SNUG FIT FIXTURE, OTHER END CONNECT TO EXTRA PORT ON UNDERSIDE SALES AREA 80 CRI, GLOSS WHITE FINISH. 90 MIN. EMERGENCY BATTERY OF 'OC2' o ACCESS PLATE DBP OD 00 O a OC2 OSS AIRCRAFT CABLE BACKUP -2400 LUMENS Al2 LITHONIA IBH 12000LM SD080 MD MVOLT GZ10 40K 80CRI WH 277/120 123 1 LED INCLUDED SUSPENDED 18-0 22"X16" LED HIGH BAY FIXTURE, 12780 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, 80 CRI, GLOSS WHITE FINISH Al2E LITHONIA IBH 12000LM SDO80 MD MVOLT GZ10 40K 80CRI W1 277/120 123 1 LED INCLUDED SUSPENDED 18-0 22 X16 LED HIGH BAY FIXTURE, 12780 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, 80 CRI, GLOSS WHITE FINISH. 90 MIN. EMERGENCY BATTERY BACKUP -2400 LUMENS. A30 LITHONIA IBH 3000OLM SD080 MD MVOLT GZ10 40K 80CRI WH 277/120 305 1 LED INCLUDED SUSPENDED 18-0 22"X1 6 LED HIGH BAY FIXTURE, 31950 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, 80 CRI, GLOSS WHITE FINISH. A30E LITHONIA IBH 3000OLM SD080 MD MVOLT GZ10 40K 80CRI WH 277 120 .305 1 LED INCLUDED SUSPENDED 18-0 22 X16 LED HIGH BAY FIXTURE, 31950 LUMENS, SEMI-DIFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 4000K, 80 CRI, GLOSS WHITE FINISH. 90 MIN. EMERGENCY BATTERY BACKUP -2400 LUMENS. B2 LITHONIA 2BLT2 33L ADP E21 LP840 277/120 30 1 LED INCLUDED CEILING LAY -IN 2'X2' LED LAY -IN TROFFER, 3300 LUMENS, SATIN WHITE LENS, 4000K, 82 CRI C LITHONIA LBL4 LP840 277/120 50 1 LED INCLUDED CEILING SUFACE 2 LED WRAPAROUND, 4600 LUMENS, #12 ACRYLIC LENS, 4000K, 82CR1 CW LITHONIA WL4 40L EZ1 LP840 277/120 39.5 1 LED INCLUDED CEILING SUFACE 4 LED WALL -MOUNT, 4600 LUMENS, 4000K, 82CR1 D FOSTORIA DKL 60VA LED 120 12 1 LED INCLUDED WALL 7'-0" 60" DOUBLE ARM DOCK LIGHT, LED WIRE GUARD DW LITHONIA LDN6 40-15 L06AR 277 277 26 1 LED INCLUDED CEILING RECESSED 6 LED DOWNLIGHT FOR EXTERIOR SOFFIT, 1632 LUMENS, CLEAR TRIM, SEMI -SPECULAR FINISH, SPECIFY 120V OR 277V ER LITHONIA ELA T QWP L0309 3.6 3 2 LED INCLUDED - REMOTE LED EMERGENCY FIXTURE, GRAY HOUSING, TWIN HEADS, ADJUSTABLE HEADS, WEATHER-PROOF EX LITHONIA LHQM LED R HO 277/120 3.3 2 LED INCLUDED - LED EXIT SIGN WITH EXTERNAL KRYPTON LAMPS AND REMOTE CAPACITY, STENCIL FACE, WHITE, RED, HIGH OUTPUT LEAD -CALCIUM BATTERY F LITHONIA VGR1C-50LED-GL-MVOLT-DWHG-SF-LPI 277/120 50 1 LED INCLUDED CEILING RECESSED 13-3/4" ROUND OPEN FACE DEEP HOUSING CEILING/WALL MOUNTED LED. T LITHONIA ELMLT W LP06VS LTP 277Z120 1.4 2 LED INCLUDED SUSPENDED 18'-0" LED EMERGENCY FIXTURE, WHITE V LITHONIA VAP 6000LM FST MD MVOLT CZ10 40K 80CRI 277/120 36 1 LED INCLUDED CEILING SURFACE LED ROUM SER710E FIXTURE,6643 LUMENS, FROSTED POLYCARBONATE LENS, MEDIUM DISTRIBUTION, 4000K, 80CRI W1 LITHONIA DSXW2 LED 30C 1000 50K TFTM MVOLT DDBXD 277/120 120 1 LED INCLUDED VARIES REFER TO LED WALL PACK, 4000K, DARK BRONZE, 4027 LUMENS, ARCHITECTURAL 70CR1 ELEVATIONS W2 LITHONIA WSR LED 2 1OA700 40K SR4 MVOLT DDBXD 277/120 47 1 LED INCLUDED VARIES REFER TO LED SCONCE, 4000K, TYPE IV DISTRIBUTION, DARK BRONZE, ARCHITECTURAL 3851 LUMENS, 70CR1 ELEVATIONS X LITHONIA EXR LED EL 277/120 1 - LED INCLUDED SUSPENDED 18'-0" LED EXIT SIGN, SRENCIL FACE, WHITE, RED, NICKEL NOTES: LIGHTING FIXTURES, LIGHTING CONTROLS AND RELOC ARE PROVIDED BY THE OWNER. Hl -26 2 E401 (/1 MODULAR WIRING ONEPASS (OPEN CEILING) NAME ABBV DESCRIPTION DISTRIBUTION BOX DBP JBOX WITH (12) RELOC ONEPASS STARTING CONNECTIONS. NOT PRIMARY FOR INSTALLATION. B. LIGHT FIXTURES THAT RUN PARALLEL ALL CONNECTIONS ARE USED. 2 PORT CABLE OC2 MAIN CABLE USED TO EXTEND ONEPASS CIRCUIT RUN. HAS 010 ONE (1) AT EACH END OF LIGHT (5) CONDUCTORS, (3)#12 FOR POWER (SWITCHED HOT, FIXTURE FOR THE AIRCRAFT CABLE NEUTRAL, GROUND) & (2)#18 FOR CONTROL (0-10V, HOT CABLE NEUTRAL) SPLITTER SPLICE OSS SPLITS A ONEPASS CIRCUIT RUN IN TWO DROP CABLE OD HAS LOOSE WIRES ON ONE END FOR CONNECTION TO LIGHT LIGHT FIXTURE FOR SNUG FIT FIXTURE, OTHER END CONNECT TO EXTRA PORT ON UNDERSIDE SALES AREA OF 'OC2' o ACCESS PLATE DBP OD 00 O a OC2 OSS KEY NOTES MODULAR WIRING SYSTEM DIAGRAM 1. PROVIDE ALLOWANCE TO RELOCATE FIFTEEN (15) LIGHT FIXTURES 10' IN ANY DIRECTION TO ACCOUNT FOR RACKING RELOCATIONS AT NO ADDITIONAL COST, 2. EXIT SIGNS TO BE CIRCUITED VIA UNSWITCHED CIRCUIT. 3. LED EMERGENCY FIXTURES EMERGENCY BATTERY TO BE CIRCUITED VIA UNSWITCHED CIRCUIT I.E. C PHASE. 4. ROUTE ALL LIGHTING THRU EMS CONTACTOR PANEL. REFER TO SHEET E501. 5. THE EXTERIOR EMERGENCY FIXTURE 'ER' IS TO BE CONNECTED TO THE HIGH OUTPUT BATTERY OF FIXTURE 'EX'. 6. LIGHTING IS CONTROLLED BY AN EMS SYSTEM. REFER TO SHEET E501 FOR MORE INFORMATION. 7. THE LIGHTING DESIGN INTENT IS A CHECKER BOARD PATTERN. 8. EXISTING EXTERIOR LIGHTING TO BE REPLACED 1 FOR 1 WITH NEW FIXTURE AS 9. CANOPY LIGHTS EXISTING TO REMAIN. 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SEE 'OC2' (TYPICAL) 'OC2' EXTRA PORT OR 'OSS' VENDOR PROVIDED- - _ _ SUSPENDED DRAWINGS FOR COMPLETE, - PROJECT SPECIFIC SYSTEM LIGHT - JBOX FOR LAYOUT AND COMPONENTS FIXTURE I 'pp' � ONEPASS TRANSITION MODULAR L - - - WIRING 'DBP' SYSTEM MAINRUN _ 820 CABLES El sSALES 1 LAY -IN LIGHT MODULAR I FIXTURE 67, WIRING 1 i MAINRUN CABLES TO OTHER 'DBP'S WAREHOUSE SYSTEM 820 OFFICE PACKAGE TO ELECTRICAL BE HARDWIRED PANEL USING CONDUITS AND WIRE. OFFICE TYP. OCM DIAGRAM - ONEPASS OVERVIEW TYPICAL RCM DETAIL -SYSTEM 820 SS (SPLITTE CE CABLE LIGHTING CIRCUITS OUT TO FIXTURES -CONTROLLED BY POWER PACKS LE NG CIRCUITS OUT TO NEXT I ROOM / AREA - UNSWITCHED SUSPENDED HIGH BAY INSTALLATION SECURE RELOC CABLE TO NOTES: BOTTOM CORD OF BAR JOIST. A. CONTRACTOR TO PROVIDE ALL ATTACH 'UNISTRUT' TO TOP OF BOTTOM HARDWARE AND CABLING NECESSARY CHORD OF JOIST WITH APPROVED FOR INSTALLATION. B. LIGHT FIXTURES THAT RUN PARALLEL FASTENERS. ATTACH TO MINIMUM TWO WITH THE JOISTS SHALL REQUIRE TWO JOISTS. (2) SEPARATE PIECES OF 'UNISTRUT', 010 ONE (1) AT EACH END OF LIGHT FIXTURE FOR THE AIRCRAFT CABLE RELOC HANGERS. CABLE UNISTRUT BETWEEN TIE MODULAR WIRING CABLE JOISTS SECURELY TO AIRCRAFT CABLE AND LIGHT FIXTURE FOR SNUG FIT WITHOUT UNNECESSARY SAG SALES AREA FIXTURE o ACCESS PLATE CONNECT POWER AND DIMMING CONDUCTORS TO FIXTURE AIRCRAFT CABLE RUN CABLE THROUGH OPENING IN STRUT SUPPORT, LOOP AROUND AND ATTACH TOP OF SECURELY WITH 'GRIPPLE' HANGERS ON VERTICAL LINE OF CABLE. MODIFY CABLE FIXTURE TO CORRECT LENGTH IN FIELD. GENERAL LIGHTING NOTES FrJGF;rRUC,.1-()RF 1. ALL LUMINAIRES, AIRCRAFT CABLE, & RELOC MODULAR WIRING ARE PART OF A FLOOR & ----- - - -- ,- "- - DECOR SPECIFIED PACKAGE WITH VENDOR, CED NATIONAL ACCOUNTS. FOR PRICING, ORDERING, AND GENERAL QUESTIONS, CONTACT SHAWN CAMPBELL AT 678-215-3065 OR SHAWN.CAMPBELLOCED.COM. IF THE PROJECT IS A FLOOR AND DECOR PROJECT THE ✓� ` ✓� / ` \ / TOTAL LIGHTING PACKAGE WILL BE OWNER PROVIDED. IF THE PROJECT IS BY A -` --- "--- DEVELOPER, THE LIGHTING PACKAGE IS TO BE CONTRACTOR PROVIDED. 2. ALL SUSPENDED LUMINAIRES TO BE HUNG USING AIRCRAFT CABLE AT HEIGHT SHOWN IN FIXTURE SCHEDULE, UNLESS NOTED OTHERWISE. 1/2" G.R.M.C. SECURELY' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND GI- i;D . {. i-} SI 'Ir2 R. IA. THREADEf7: ON INSTALLATION OF ALL OWNER FURNISHED LIGHTING & RELOC MATERIALS. F� r rA .�� �.� . r.� �. I � t E , fH ENDS. PAINT FINITE, 4. CONTRACTOR SHALL COORDINATE ,SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. _ 5. UNUSED FBO MATERIALS MUST BE PALLETIZED, SHRINK WRAPPED AND RETURNED TO PE'rl±DAtIT ��!�:UtITII`1G E3r�AC'KE1—�� �XtT' VENDOR IN GOOD CONDITION FOR FUTURE TENANT USE. �:. - 6. MODULAR WIRING INSTALLATION DRAWINGS TO BE PROVIDED BY VENDOR PRIOR TO MATERIAL ARRIVING ON SITE. _LEGrFIGAL CONTRACTOR MQUN1EXIT LIGHTS TS IN 7. MODULAR WIRING COMPONENTS LOCATED NEAR CEILING MUST BE INSTALLED AFTER `YALtS ;AREA 1 1'1 -0" TO TOPOF SK,j E3F OW GENERAL Ujt, NAiRt hlticjNTING I-fiEj.QrHTS, $1J.RFCEILING IS PAINTED. PAINTING MATERIALS WILL VOID MANUFACTURER'S WARRANTY. ACE hv101, NT` "" WALL OR S1:JSPfi: NPED CEILING, Il ARuA s WITIH 8. ALL MODULAR WIRING CABLES ARE INCLUDED IN LIGHTING PACKAGE. QUANTITIES ARE SU JPENDE I tCE1LING BASED ON INSTALLATION DRAWINGS. 9. ALL LUMINAIRES IN OPEN CEILINGS WILL BE POWERED VIA THE RELOC MODULAR WIRING. ALL LUMINAIRES IN GYPSUM CEILINGS AND RECESSED CEILINGS SHALL BE HARDWIRED FROM J -BOX ADJACENT THE NEAREST RELOC CONNECTION PER INSTALLATION DRAWINGS. 10. ALL LUMINAIRES MUST BE FREE FROM ALL DEBRIS AND LENSES WIPED CLEAN AFTER COMPLETION OF PROJECT. 11. ALL SALES FLOOR LUMINAIRES MUST HAVE MINIMUM 5'-0" OF ADDITIONAL MODULAR WIRING "SLACK" FOR FUTURE LUMINAIRE MANEUVERABILITY BY TENANT PER VENDOR'S INSTALLATION DRAWINGS. 5815 pi Drive 704.525.6350 00 www.IIttIaonIIne.com This drawing and the design shown are the property oj'Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is pmbibited and wy itfnngelwent will be subject to legal aclzon. © Little 2016 FLOM Fit, D� E 0 ®® 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT f ddv CO N Cy) N 0� W Q W0 w c 0,01000u- ,0� .. ZLL® z Q N U) N w F L 0. 60544FL =1, PROJECT TEAM PRINCIPAL IN CI IjUtOR JR................................... PRODL':( I' hIANAGER JL................................... DRAWN By JC N0, REASON DATE ADDENDUM 2 OWNER REVISIONS ...... �/�� .......................... .......................... FLOOR PLAN LIGHTING PROJECT �NO. 1215505-00 FOR CONST. 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A I I\ I�I ...u,: 1 , i .1 '- ___ C`4 ”: i. e r e\ r I" <. �I t� �l �' J _ r 'f ■ {{: '11 II -T■ ~ 4 , V_ °c - 9 ...., . as ", _.; ! > 1 L_ ?lam'— Ij f! 3 �r l ll f ., f P �� .___ L i Tai \� O.: w, n I I Ir I - ] - " ... _........ ..--------..................................., . _. _....... .. _ ....... !✓I�Y .................... , — - - -- /---- --- ---- /_ �,, 17, "" '' / / �9) ( fl\ / ,NC0 PARKING FIR LANE / © ', 3� N Y/ " pf ,: ,::..,. 4 N ` _- _. 7. Imo--,h4pr / \q� 11, 7/E=� I , 0 .c fswxz: ear�'a.r ur 3 Ar 4 4 11 s U , j'I ❑ " ..... � L .. ._ ...----.. ...- -- ..... .._. ,.,y...__,.-._1.1.11__......,...».... ..._..-- ------ rJ ......._. _ ._ ___.. r� r-} 10 I I I I , d . . j ' --- -- — --- 11 -% I / / } __ ...--'---.._—_.___ --`--.-..... ......_._,_._.__.__,--....._.._..._..__._,.,... _ .-.... _._ ... ,......._.._..-..- . . _..._.. /../ ! a/ ��J / ;' // /// / ,/, / / / / / / NO, ARKt G FIRE LA � / /7/7// / / / / / / / / / / / / (2J (2,4) (?_�� (�) <_5) (3.8,`(4.) (4 5) (,It 88_I) FLOOR PLAN -DATA SCALE: VW - T-7 (7) E C6.) (> .-1_',---',.-.4, I.4_, , , _, . ,, ,..a , ,-� „' Y, U1011%1_7 �1 ( y (D) O U C�_) (A,/ , �QoIJ"x 11 DATA CONTRACTOR'S SCOPE OF WORK TO INCLUDE: ALL CABLING (CAT 5 AND FIBER), ALL TERMINATIONS, ALL PATCH PANELS, ALL COVER PLATES WITH WIRE LANDING TERMINATIONS LABELED AT PATCH PANEL AND LOCATION. A. Data Room (Box -A and Box -S) (BlackBox Will be provided by F&D) 1. Location of main distribution point 2. Requires (2)4x6 3/4in plywood mounted on wall, 1 for each black box 3. Mounting of 24"x24" BlackBox 5' from bottom of box to floor centered on the wall opposite the door into the room 4. Box must be grounded to building steel 5. Requires 1 quad Dedicated circuit in MDF mounted in the back of box A 6. 1- 6 strand fiber patch panel with LC terminations will be mounted at the top of box A. Labeling will be L1 and L2. Fiber will be run from A to Box B. 7. 1-48 port patch panel will be mounted under Fiber Patch panel in box A. Labeling scheme to be used will be: Al, A2, A3, etc. for offices, S1 -S8 for server patch, E1 -E4 for demark extensions. 8. If not min point of entry then 4-Cat5e cable will need to be run from MPOE to this room (check distance) 9. All runs, if under 250ft will term here. No more than 44 runs can patch into this box. 10. Server box (Box -S) 24"x36", to be mounted on wall 42" from bottom of box to floor, centered on left side wall as you enter the room. 30" open on each side for access, 11. 1 dedicated circuit quad mounted in back of server box. 12. 1- 24 Port Patch panel for Server Box, labeling scheme: S1, S2, ... (8 total cables from Box S to Box A). . 13. 8 Cat5 from Box A to Box S need to be run and punched down on both ends. B. Min PoE 1. From min point of entry 4-Cat5e cable will need to be run from MPOE to Box A landing in patch panel 2. Phone board/MPOE needs to be in place as early as possible to allow AT&T to install T1(minirnum 2 weeks before visit 1) 3. 4 Cat5 from MPOE to BoxA need to be run and punched down in box 1 and labled as noted in plans, unless MPOE is also the IT room. C. Cash Office .1° 6-Cat5e cables on wall with jacks and 6 port faceplate, under where the desk will mount, 2• 2 duplex power outlets mounted under desk D. CEM (General Manager) Office 1. 2-Cat5e cables on wall with jacks and 2 port faceplate, under where the desk will mount Z, 2-Cat5e cables on wall with jacks and 2 port faceplate, next to any conference table or meeting table 3, 2- duplex outlets for every 10' of desk, others in room as needed E. Sales Manager 1. 4-Cat5e cable on wall with jacks and 4 port faceplate, under where the desk will mount 2, 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed F. Ops Manager 1, 4-Cat5e cable on wall with jacks and 4 port faceplate, under where the desk will mount 2. 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed G. Training Office 1, 6-Cat5e cable on wall with jacks and 6 port faceplate, under where the desk will mount 1-Cat5e cable on wall with lacks and 1 port faceplate mounted at 60" high for tv. 2. 2- duplex power outlets mounted under desk if desk is longer than 10' mount 1 duplex for each 5' of desk, others in room as needed H. Break Room 1. 1- Cat5e cable with jack and single port faceplate on wall next to main door mounted 36" high 1- Cat5e cable with lack and single port faceplate on wall in corner mounted 60" high for tv. 2. 1- duplex power outlet mounted on wall next to network drop, 36I high. 3. If office package constructions is done, all Cat5 runs need to be punched down both ends. At a minimum, the network and power in break room for the time clock needs to be done. I. Receiving Desk/Command Center 1, 6- Cat5e cables on wall with jacks and 6 port faceplate, under where the desk will mount 2. q I - quad outlet to be mounted under desk 3. Receiving desk data needs to be in place with all required holes drilled(minimum 1 in middle of desktop, and any holes required to get power and data under desk. J. Cash Registers 1. Register stands each get 3-Cat5e per register and 2 in the middle(see below) 4a x a rj 2. Dedicated circuit for each pod, Quads in corners and duplex in center (if individual register stand and standard Power Pole outlets should land under the countertop) K. Information Stations - New Stores(3 Locations), Remodels(Number determined on Plan), Floor Computers 2- Cat5e cables with jacks and 2 ort wall la mounted 1, � p plate, on post where station will sit 2, 1 -du lex power outlet for each Information Station, on back of millwork L. Professional Sales Desk 1, 6-Cat5e cable mounted under desk (3 in each corner) 2. 2 -quads under desk for Pro Desk(one in each corner) M. Traffic Counter(one above each customer entry door) I I 1. 1- Cat5e cable in a box with jack and faceplate r n B B �runs back to ox .Box is to be 3 inside the door, 14 above the floor. N. GE Kiosk 1, 1- Cat5e cable with jack and faceplate 2, 1 Duplex power outlet 0. MOD Desk 1, 6-Cat5e cables with with jacks and 6 port faceplate, mounted under desk 2, 2 -quads under desk P. Designer Desk 1, 4-Cat5e cable with jacks and 4 port faceplate, mounted under desk 2, 1 -quad for each designer/kitchen desk Q. Distribution Point (Box - B) (BlackBox Will be provided by F&D IT or OPS) 1. Mounted on Front wall (location will be provided by F&D IT or Ops) 2. Box must be grounded to building steel 3. Fiber runs between Box A and Box B need to be complete. 4. Dedicated circuit, 1 quad mounted in back of box 5. If wall is drywall, 4'x4'3/4" plywood mounted on to wall for black box mounting 6. Mounting of 24"x24" black box 8' from bottom of cabinet to floor with 36" on right side 7. 1- 6 strand fiber patch panel with LC terminations will be mounted at top of box B. Labeling will be L1 and L2. Fiber will be run from box A to box B. 8. 1- 48 port patch panel mounted beneath the fiber patch panel. Labeling scheme to be used: B1, B2, B3, etc for sales floor cornputers/phones 9. All Sales floor PCs, POS machines, Pro -Desk, Designer Desk, and any remaining floor data needs will term here R. Access Point Wiring (Access points will be provided by F&D) 1. 5-6 Cat5e runs will be terminated at the front or back Distribution Point (distance permitting) 2. Location of AP termination will be provided by F&D 3. Each ceiling termination will be done with box and wall plate using a 6-10ft patch cord to connect the AP 4. The AP will be mounted to the ceiling structure facing downward 5. All 4 antennas will be connected to each AP by cabling vendor 6. All wireless access point wiring needs to be complete and punched down both ends. Hardware provided by F&D Net work Box A Network Box B Server Box S 5 - 6 Cisco Access points with antennas All 3 black boxes need to be mounted per plan, with hot power outlets in each box. boxes need to have construction debris removed (sawdust, wire clippings, etc). NEW STORES—DATA ROOM TU QE COMPLETED AND SECURED ONE WEEK PRIOR TO SCHEDULED FLOOR&DECOR MERCHANDISE DATE I = I W--,,/ KEY NOTES 1. DATA FOR FUTURE REGISTERS. ; 5815 �� 704.525.6350704.561.8700 www.littleonline.com This drawing and the design shown are the propery of .L-ittle Diversi lied llrxhitecterral C'onaulting. The reproduction, copying or other use of this drawing without their inittea consent is prohibited and any infingernent will be su yect to legal action. © Little 2016 = n Fit, DECORF1111111111111111111111 a&?4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT :.Aa pig? 9 �,dv F_C121DAA�_,t,p�--,L!, __ __- ,. - _,.., .. 0 It . ® T_ W r4l*__ N N r', W 0 z 12 ,r-- 0� z 0 I' I W �LL F4,01 F11 0 w — .!! U) 0 F_ ILL z N— N N ,\\%\0A 1 t i r r t r t ttttrt1, \\`{ V,< //,//, tLiF�,'� c _, P r n , -- 0. �Oo�l PFL -� W -r y { (&1 ' �I . \ \\I \� PRINCIPAL IN C1IARUL JR DRUJ '(, 1%1ANACL:R JL DRAWN 13Y JC • -- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII N0. REASON DATE 0 APDENPUM 2 OWNER REVISONS.... 04/13/16 .......................... .......................... .......................... FLOOR PLAN DATA . • • 121-5505-00 FOR CONST. E103 03.23.16 r a PIKE ALAKM 5YSTEM 5EQUENCE MATRIX FIRE ALARM CONTROL PANEL FAAP ANNUNICATOR PANEL FPS FIRE ALARM POWER SUPPLY © FIRE ALARM — CONTROL MODULE ® Q z FD FIRE ALARM — FIRE DAMPER ® FIRE ALARM — DUCT DETECTOR FIRE ALARM — HORN / STROBE FIRE ALARM — STROBE QQ FIRE ALARM — HORN TAMPER SWITCH 0 H HEATER DETECTOR 20 SMOKE DETECTOR a Q 0z U z Oz 0 Y J LL_ n z �Z ti �I UO w z C) LLJ O U D -D 0", Q fj) clj z OQ Q< 4. F— `L W w — tL a p Q Q o �Q >'FLu w t�� zip a o[ Lu ¢ Li O¢ � II1 z z z w IL O LO % z g �t j 2 Q O z O p O , �F <I---" QU � N� � a w �Uv Q �`� q °� Q 0 o On 2z Q� ¢� u O Ua a o 0 c�nOz 0a a SPRINKLER WATER PLOW 5WITCHE5 TROUBLE • • • • O • ALARM • • O • O O ® O TROUDLF O O • • • • 5PRINKLPR TAMPFK 5WITCIIF5 ALARM • 1 O O TROUDLD • • ! • • • 5PRINKLER ALARM PRI 55URE 5WITCI-1E5 ALARM O O • • AIR HANDLING UNIT DUCT DFTFCTOR5 TROUDLE O O 0 O ® O (SUPPLY AIR DUCT) ALARM • • 1 O • AIR HANDLING UNIT DUCT DFTECTOK5 TROUBLE O • O • • O (RETURN AIR DUCT) ALARM • O • ® • • MANUAL PULL STATIONS TKOUDLE • O O • O • ALARM O O O O O O O O COMMON AREA SMOKUHFAT DCTDCTOR5 TROUBLE O 0 O • • O ALARM O 0 • O O O O O O FAULT IN MONITORING CIRCUIT OR COMPONENT O • O O • O ..._........._...... FIRE ALARM RISER DIAGRAM DUCT DETECTOR PROVIDE AUDIO DEVICES TO ACHIEVE A MINIMUM OF 70 db OR 15 db ABOVE AMBIENT NOISE IN ALL AREAS. PROVIDE ADDITIONAL DEVICES AS REQUIRED (TYPICAL). l � C� 120V POWER - HVAC UNIT SHUT DOWN ROOF ALL FIRE ALARM CONDUCTORS SHALL RUN IN EMT. (TYPICAL OF ALL). — CONNECTION TO PA SYSTEM TO DISABLE AMBIENT NOISE IN THE EVENT OF ALARM CONDITION. GROUND LEVEL CONTRACTOR TO CONFIRM REQUIREMENTS OF FIREMEN COMMUNICATIONS SYSTEM AND PROVIDE DESIGN AND INSTALLATION IN THE BID PER AHJ'S CODE REQUIREMENTS. cQ CD N d' L CD T— LL] U a) W 0 U LL 0 C U) 0 U N C- 0 0 L�. +_I}ieC.-ncSA; ..._........_..._.... .: .__. ..._7!':::::_:1'1.:.::7=:-'..---- _. _. II 4 A i 1 t I EllI�] __ —.._ _...........—_. ....-- ---- -'---._.._.._..- - i / ;i i N �d „ia5.f!:.wY}r�'�.�' 1.G."Ita..£:anJJlc'7'x1..rt....A.uru.}.w:.C%J.:n..&.,I...u.au.[u..l .Y_ » . • +n:l[.. S ..�� w AM... b3« waR�-.2.[..«.r..:°2'F.tSS. ,iaaY. w}.G».(l."br3twSax.N :. a+ V 4!..1.41 J.:' 51 � �Al +L . ate.: r s..s�cz > t :: z ✓u � ,Y�,}.xwx � w. �.: a, i } � 4� .a �� .v.�.«,k33 ��..�..�� �£ �w�r JJ ✓a!r,a'YLL J z ...1 w j 4 100 —110 WAII. 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NOTE: THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ONE (1) YEAR OF MONITORING THE FIRE SYSTEM BEGINNING ON THE DAY OF COMMISSIONING. 5 no a.3:: 3S 8# S ti t f «n.. '�: T! ,�. ... ., ........ I I I I I I I I F " T111 �i L�e .: ,X 5#r Yu N44Ir7W �... ..":,..... -'ki v�:k:z`aR,%M, tm.a,.. TT x.Uuu.:I1F�+ I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — sz aA 1 s e g,mu, 5 :xa ya .ttw v+ �: vIo I �k 5,.w.a✓ i pr s 3 >,. 4 � �k Y'` ,S\'* f' { P Y V t %r �G n ti q d l ..gJ.JIG4'"'J hJ 4 :N,:Jac V- 4 4�iY .M. 0!� „i'l tixipAy: ♦' diI' �.) Yr �m. d {' e U La. '.:1 t0 f S.- ,. EC.. —. .IrA.:� r��l+P 41S��aaa�wr9, e r o a4 wa 6 $fid y' en } apsEcr t d 7 cM mss' �' y+11 -111k, J t at ,4+A, 1Xr r,tu> "}#' ppryryq �+. � C'b a b wu : �ey, 6��rrt. 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Gry'�� r � �a: � v k Y' 7, ♦K 5 ,,, vw:EF i( .,:q.r+v..7 :'. T, rf , .�•.: 45 A:*>.. ` k k Av.GY..Y,:S'IL.u. d•:.,t. �.r��wan�f{_ r �, �:. Y a.J.,c � j S -�✓ yt� �`'r a°� i� "w i #•"br„.�N*a' n 8 k ..` ;fir, ,' Y” rev;. we moikn, ----------------------- fl ---------------_ _ _ _ - _ - y{� 1 I - U Il �I � kS sr IItLVI I' {� m 7 CIOX = - --i �J rr ll ...� /, / `Z� / �.4 ` i / 01 . 2 6 A / —/J7 NO PARKING EIDE LANE / /L�� / i Na�RKrN�, FRS/LAN// 2:10OR PLAN -FIRE ALARM SCALE: VW - T -W ( 'C) ° i F 5815 %stpdrk Drive Charlotte, NC 28217 704.525.16350 F: 704.561.8700 www.IIttIeonIIne.com His charring and the design shown are the propet-0 of Little Diversified Architectural Consulting. 7 be reproduction, copying or other use of this drawing without their written consent is prohibited and any itfringelwent mill be subject to legal action. © Little 2016 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME 9►0Z z ud ® MJ N Z Awa W w U LL ® W r. I 00 I® LJLz N u) N IL �grrrrtttttrt,�i \' .60544F ; r / mk0w. k0 - • PRINCIPAL IN CHARGE JR................................... PROJECI' MANAGER JL ........................................ DRAWN BY JC AMAMI, NO. REASON DATE ADDENDUM 2 OWNER REVISIONS.. 04/13/16 .......................... .......................... ............... I.......... .......................... SHEET nTLE FLOOR PLAN FIRE ALARM -•• • 121®550500 FOR CONST. E104 03.23.16 FIRE ALARM SYMBOLS FACP FIRE ALARM CONTROL PANEL FAAP ANNUNICATOR PANEL FPS FIRE ALARM POWER SUPPLY © FIRE ALARM — CONTROL MODULE ® FIRE ALARM — PULL STATION FD FIRE ALARM — FIRE DAMPER ® FIRE ALARM — DUCT DETECTOR FIRE ALARM — HORN / STROBE FIRE ALARM — STROBE QQ FIRE ALARM — HORN TAMPER SWITCH FLOW SWITCH H HEATER DETECTOR 20 SMOKE DETECTOR NOTE: THE FIRE ALARM SYSTEM IS TO BE A NEW SYSTEM PER THE FIRE ALARM SPECIFICATIONS AND THE REQUIREMENTS OF THE LOCAL AHJ. THIS SHEET IS A PERFORMANCE SHEET ONLY. CONTRACTOR TO SUBMIT DEFERRED DRAWINGS FOR PERMITTING PURPOSES. NOTE: THE FIRE ALARM CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ANY SMOKE DUCT DETECTORS AND CONTROL RELAYS REQUIRED BY STATE OR LOCAL AHJ'S. NOTE: THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ONE (1) YEAR OF MONITORING THE FIRE SYSTEM BEGINNING ON THE DAY OF COMMISSIONING. 5 no a.3:: 3S 8# S ti t f «n.. '�: T! ,�. ... ., ........ I I I I I I I I F " T111 �i L�e .: ,X 5#r Yu N44Ir7W �... ..":,..... -'ki v�:k:z`aR,%M, tm.a,.. TT x.Uuu.:I1F�+ I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — sz aA 1 s e g,mu, 5 :xa ya .ttw v+ �: vIo I �k 5,.w.a✓ i pr s 3 >,. 4 � �k Y'` ,S\'* f' { P Y V t %r �G n ti q d l ..gJ.JIG4'"'J hJ 4 :N,:Jac V- 4 4�iY .M. 0!� „i'l tixipAy: ♦' diI' �.) Yr �m. d {' e U La. '.:1 t0 f S.- ,. EC.. —. .IrA.:� r��l+P 41S��aaa�wr9, e r o a4 wa 6 $fid y' en } apsEcr t d 7 cM mss' �' y+11 -111k, J t at ,4+A, 1Xr r,tu> "}#' ppryryq �+. � C'b a b wu : �ey, 6��rrt. Y� ,y!r' �> a•', 1r,s .+J, •'� 3 ,,(pp ti� � vvt 1 .�"y y °r of �`�^ L q 7 yy/ pa; �u' l b '4 w Z �` Orly U'r`n M ��yJrs fir' �A vn y4q, ,'Y `u,15 'v"„,y' d° ' µ , r a a .,d v ! ti ? w•,2azr yjIc:v .ccrusrss^ 'A�,'� > �'� `'�” 71 �rr rru1 a X . t rd y N e t �j. 1r t'rr a! 'r`Mi rq� M1 ,�.���t;a' y 4! YS pp%.x:: �•s Id ":.,5 � 11 -1 1.. y, dr'A,' ,roeuo V avuwww , ?Iel ry �cr 6 r a � �.,�y� � a1' ox b .r u. !J i,M $ ✓ ' 'nl '� r 2 "� -Y''a �� �:r'r•,' ' ,i .� `..r°' a 6 'v'4'r,,.. '" '' � ;.a. ,u �;,us .tit aar �rf+`caas a .r sn.-.r�;�anr::.r,' :, ,y '' ' yg x`J"w.h, ' !Rrr"� ,J. t , ,.,a' .,,;I r $ .pro; vur •. . m v. e lr` i +x .�.p rr r .w✓ s {, `ntx 'r. i. r. w,, ,a A k. ;% Q w,rs ;r tw i Jw' � 1 � 7 � y it r�;,;� ;✓''°�a ' V ,1., n ' ,, ,: 'y � r, _ t11+a'.":l ° ',,.:s ., a .rx4. ' ... , ...:. .,d u,w „.. }:rrw aft• wyx � w,4 �rC w.:i �,,, v'ww ..,�✓ s� c, r ra` y a �y�' a '' � a I s ,. c r`IX ° {yy' P;4 { yy ✓ c ir'� � Y" "� 'N ° r' •. 1 v�� � ,y�"`6rx,.. Gry'�� r � �a: � v k Y' 7, ♦K 5 ,,, vw:EF i( .,:q.r+v..7 :'. T, rf , .�•.: 45 A:*>.. ` k k Av.GY..Y,:S'IL.u. d•:.,t. �.r��wan�f{_ r �, �:. Y a.J.,c � j S -�✓ yt� �`'r a°� i� "w i #•"br„.�N*a' n 8 k ..` ;fir, ,' Y” rev;. we moikn, ----------------------- fl ---------------_ _ _ _ - _ - y{� 1 I - U Il �I � kS sr IItLVI I' {� m 7 CIOX = - --i �J rr ll ...� /, / `Z� / �.4 ` i / 01 . 2 6 A / —/J7 NO PARKING EIDE LANE / /L�� / i Na�RKrN�, FRS/LAN// 2:10OR PLAN -FIRE ALARM SCALE: VW - T -W ( 'C) ° i F 5815 %stpdrk Drive Charlotte, NC 28217 704.525.16350 F: 704.561.8700 www.IIttIeonIIne.com His charring and the design shown are the propet-0 of Little Diversified Architectural Consulting. 7 be reproduction, copying or other use of this drawing without their written consent is prohibited and any itfringelwent mill be subject to legal action. © Little 2016 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME 9►0Z z ud ® MJ N Z Awa W w U LL ® W r. I 00 I® LJLz N u) N IL �grrrrtttttrt,�i \' .60544F ; r / mk0w. k0 - • PRINCIPAL IN CHARGE JR................................... PROJECI' MANAGER JL ........................................ DRAWN BY JC AMAMI, NO. REASON DATE ADDENDUM 2 OWNER REVISIONS.. 04/13/16 .......................... .......................... ............... I.......... .......................... SHEET nTLE FLOOR PLAN FIRE ALARM -•• • 121®550500 FOR CONST. E104 03.23.16 I 211 KEY NOTES 1. THE DISCONNECT AND CONVENIENCE OUTLET ARE PROVIDED WITH THE RTU. THE CONVENIENCE OUTLET IS POWERED ON THE LINE SIDE OF THE DISCONNECT. 2. WEATHERPROOF WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE BACKSIDE OF THE FRONT PARAPET. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE, ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING IN WIREWAY. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH—IN. O , .......:_. .._ _.. _ .... ........_..._........._._......__._............................:1.:::_"IL:N_J'..._._._.._._._.._......_...._........ ......._....._...__. .......... .....__. 1' \\ a Gs:.�.:......_........_.....I ...___.. ......_.. ......... .._...._ _. _.__ _ ..__.. _........ t ........_ III //\' .. _ _.______.___._____.._.____._....___—._._—_.__.__....................._........_.__.____.__..._.........._.........._.__._.......—_____.._.._......._____. �. _....._._...._..— .__ .._.._.. 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I `, PAC -1: E RTU-7 RTU -8 1 M2-2,4,61 jM1-8,10,12 M1-13,15,17 M1-14,16,18 L--. 2.-81-0;1-2...__..__..._ RTU -12 LE RTU-4 ®® RTU -5 RTU -6 I M1-1,3,5 M1-2,4,6 M1-7,9,11 1ppl �J RTU -3 RTU -2 RTU -1 e ;)71, a �\ ..._..-_------ __....____.................__,....-........... t................0 .. ..... _.. - . - 1 .i.. .. ...___....___._._._...._._.._.....____._._._... 0 o 0 o 0 0 0 0 0 ' PLAN ! Ell U ........ ..... ...._......._........................._............__......_..._................--_-............. _..__......._................_............................_........_............__._......._...._.............._.._....---._.............._...._.......................E.._..........._............................-------- ---......._.__ _ \ __._.. - -- ......_.._. __..............._...._.. (.. - -... --..__._................... ---.._...._....__..._... - ..__..- - -- ..__..._............................................._........--.---...... ........... -------............................... _ ..._....... . --/-�_— _. _ _.......__...._ — 1� .�.._.._..._ .......__...._._...__., ___....._. _._. rr _�._..._. _...— �,,, P KIN F,iI NOP EXI S INR Ll�N / '' u,:.....'L.kLt.w.YMa:CaR• w�.v: ....,c�tA>-w.w�..u.t :aY...tw�.a ;m... xt, u..wti:,vJ l .. .tit.. 1 ROOF PVjeLAN-ELECTRICAL,AILE 5815 paDrive 00 www.IittIaonIIne.com 'Ibis drawing and the design shown are the property of Little Dirers�zed Architectural Gonsultitig. The reproduction, copying or other use of this drawing without their written consent is prohibited and aiy infringement will be subject to legal action. Qc Little 2016 IIIA® DEC O4 7A RL�414 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME 7a-00 C1� s J N W Z • W U J LL W �Z� vJ �LL 0 z N C) 0 CV ma N6 '0) b. r ,1 PROJECT 1'1t1NClPA1. !N CF(AhCC�. JR ........................................ 1'IWj Lcr N1ANAc tat JL .................... I................... DI'AWN 15Y JC NO. REASON DATE ADDENDUM 2 . ........... 1 OWNER REVISIONS O4/13/16 .......................... .......................... .......... ..... I.......... .......................... ROOF PLAN ELECTRICAL PROJECT: NO, p! 121-5505-00 FOR CONST. 03.23.16 E105 A C. N s -- a N IN (ENLARGED OFFICE PLAN -POWER SCALE: 1/4W—W - - - - - - -_ -- 1. — -1- 1*,- i3 3/8„ ENLARGED OFFICE PLAN -LIGHTING SCALE: 1/4W-0" LECTRICAL ROOM :G. (9) Stacks of 6'h Lockers, 36" AFF I__.._._.__._....___.._., ..__.. -----""11-1. ' REF. VEND. VEND. I (� i _------------- `�-----�-------- W:........_._._..._.. .. : ....::.:..::.::_`L ....... _ ENS ROOM CORRIDOR 1 , AS-SUIL'I. f-IUL.DER TRAINING ROOM VAULT I� " CORRIDOR 2 " i " E CASH ROOM V MENS ROOM DATA ROOM 0 o 0" EM OFFICE `- 2 PP ASST. MANAGER I ENLARGED OFFICE PLAN -DATA SCALE: KEY NOTES 1 . EXIT SIGN TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT. 2. DEDICATED CIRCUIT FOR BLACK BOX. 3. DEDICATED CIRCUITS MOUNTED INSIDE BOX S AND A. INSTALL A 4" CONDUIT 7' AFF TO ABOVE CEILING FOR DATA CABLE RACEWAY. 4. DEDICATED CIRCUIT FOR DVR, AND 3" CONDUIT FROM 6'-6" AFF TO ABOVE CEILING FOR CABLING RACEWAY. 5. EMERGENCY LIGHT FIXTURE "T" TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT, 6. PLYWOOD BACKWALL REQUIRED. REFER TO ARCHITECTURAL. 7. DEDICATED CIRCUIT FOR VENDING MACHINE. 8. SHELF MOUNTED WATER HEATER. REFER TO DETAIL 7/P001 FOR ADDITIONAL INFORMATION. 9. FIRE ALARM AND BURGLAR ALARM PANELS ARE TO BE MOUNTED TO A BACKBOARD. REFER TO ARCHITECTURAL DRAWINGS. 10. POWER, DATA LINE AND EMPTY OUTLET BOX WITH PULL STRING FOR FUTURE CABLE. 11. CONTRACTOR TO PROVIDE FIBER OPTIC TELEPHONE SERVICE TO THE IT ROOM. CONTRACTOR TO COORDINATE REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY. 12. ALL OCCUPANCY SENSORS IN THE OFFICE PACKAGE ARE TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 13. MODULAR WIRING IS NOT BEING PROVIDED FOR THE OFFICE PACKAGE LIGHTING. CONTRACTOR TO PROVIDE THE CONDUIT AND WIRE REQUIRED FOR INSTALLATION. 14. PROVIDE TWO (2) DEDICATED CIRCUITS FOR FIRE ALARM AND SECURITY PANEL 60" AFF. 15. CONTRACTOR TO PROVIDE 6" CONDUIT TO ABOVE CEILING. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH FLOOR AND DECOR REPRESENTATIVE. 16. INSTALL ROOF HATCH LIGHT AT THE TOP OF THE LADDER. 17. SECURITY IS TO PROVIDE AND INSTALL A J—BOX WITH LOW VOLTAGE CONNECTIONS. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND WIRE FOR CONNECTION BETWEEN THIS JUNCTION BOX AND THE EMS SYSTEM IN THE ELECTRICAL ROOM. .a rk Drive 704.561.8700 www-IIttIaonIIne.com YNY drawing and the design shoevn aav fire propgv of Little Diversified Arciiawural Cbn roping. I he reproduction, copying or other use oj•this drawn withoxt their wn#en consent is prohibited and any is fringeanent will be sabject to 1%al action. Little 2016 'dwsh, 141111111111h, -r OF = Fit, 4 F� 1"w 11m D --- 7&14 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 119104-4-z k1dV C112A It 0 Owl Q > P- (y) mmm 00 � < p" W 93:m Z wY FIie L L W ® z U) :�: W 0 LL z CV Cly C�! N6 `' 4,\ ��; E N ,9 hx 0.605"44FL 0 0�`�'.��� R( PItINCIIIAL IN CI fARCE. JR ................................................................................. P1,0jLC1' NLANACC{A JL ................................................................................. DItA1VN BY JC L -tai IF WA m NO. REASON DATE ADDENDUM 2 ..................................................... 1 OWNER REVISIONS ENLARGED PLANS ELECTRICAL ?ROJEOT,NO. 121-5505-00 SSUE / DATE SHEET,_NUMBER,. • r ski !C 3 6 i�J�a:h)i i� A II ii VAULT I� " CORRIDOR 2 " i " E CASH ROOM V MENS ROOM DATA ROOM 0 o 0" EM OFFICE `- 2 PP ASST. MANAGER I ENLARGED OFFICE PLAN -DATA SCALE: KEY NOTES 1 . EXIT SIGN TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT. 2. DEDICATED CIRCUIT FOR BLACK BOX. 3. DEDICATED CIRCUITS MOUNTED INSIDE BOX S AND A. INSTALL A 4" CONDUIT 7' AFF TO ABOVE CEILING FOR DATA CABLE RACEWAY. 4. DEDICATED CIRCUIT FOR DVR, AND 3" CONDUIT FROM 6'-6" AFF TO ABOVE CEILING FOR CABLING RACEWAY. 5. EMERGENCY LIGHT FIXTURE "T" TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT, 6. PLYWOOD BACKWALL REQUIRED. REFER TO ARCHITECTURAL. 7. DEDICATED CIRCUIT FOR VENDING MACHINE. 8. SHELF MOUNTED WATER HEATER. REFER TO DETAIL 7/P001 FOR ADDITIONAL INFORMATION. 9. FIRE ALARM AND BURGLAR ALARM PANELS ARE TO BE MOUNTED TO A BACKBOARD. REFER TO ARCHITECTURAL DRAWINGS. 10. POWER, DATA LINE AND EMPTY OUTLET BOX WITH PULL STRING FOR FUTURE CABLE. 11. CONTRACTOR TO PROVIDE FIBER OPTIC TELEPHONE SERVICE TO THE IT ROOM. CONTRACTOR TO COORDINATE REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY. 12. ALL OCCUPANCY SENSORS IN THE OFFICE PACKAGE ARE TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 13. MODULAR WIRING IS NOT BEING PROVIDED FOR THE OFFICE PACKAGE LIGHTING. CONTRACTOR TO PROVIDE THE CONDUIT AND WIRE REQUIRED FOR INSTALLATION. 14. PROVIDE TWO (2) DEDICATED CIRCUITS FOR FIRE ALARM AND SECURITY PANEL 60" AFF. 15. CONTRACTOR TO PROVIDE 6" CONDUIT TO ABOVE CEILING. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH FLOOR AND DECOR REPRESENTATIVE. 16. INSTALL ROOF HATCH LIGHT AT THE TOP OF THE LADDER. 17. SECURITY IS TO PROVIDE AND INSTALL A J—BOX WITH LOW VOLTAGE CONNECTIONS. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND WIRE FOR CONNECTION BETWEEN THIS JUNCTION BOX AND THE EMS SYSTEM IN THE ELECTRICAL ROOM. .a rk Drive 704.561.8700 www-IIttIaonIIne.com YNY drawing and the design shoevn aav fire propgv of Little Diversified Arciiawural Cbn roping. I he reproduction, copying or other use oj•this drawn withoxt their wn#en consent is prohibited and any is fringeanent will be sabject to 1%al action. Little 2016 'dwsh, 141111111111h, -r OF = Fit, 4 F� 1"w 11m D --- 7&14 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 119104-4-z k1dV C112A It 0 Owl Q > P- (y) mmm 00 � < p" W 93:m Z wY FIie L L W ® z U) :�: W 0 LL z CV Cly C�! N6 `' 4,\ ��; E N ,9 hx 0.605"44FL 0 0�`�'.��� R( PItINCIIIAL IN CI fARCE. JR ................................................................................. P1,0jLC1' NLANACC{A JL ................................................................................. DItA1VN BY JC L -tai IF WA m NO. REASON DATE ADDENDUM 2 ..................................................... 1 OWNER REVISIONS ENLARGED PLANS ELECTRICAL ?ROJEOT,NO. 121-5505-00 SSUE / DATE SHEET,_NUMBER,. • r ski !C 3 6 E El 11, MSD ELECTRICAL PANEL SCHEDULE 225A MLO 65,000 SERIES RATED M011111( t mm SEE ONE -LINE DIAGRAM SURFACE EQUIP ww Dow mum* PAIIEI. WE: 480/277, 3PH, 4% +GND NEMA 1 BW RA1M AC RAIM ON RAIM AIC RAIM 400A MLO 65,000 SERIES RATED 1200A MLO 65000 SERIES RATED FEEDEF& MOLNM Rom MOUoPTm SEE ONE -UNE DIAGRAM SURFACE SEE ONE -LINE DIAGRAM SURFACE EQUIP LOADS LOADS WIRE CKT PHASE CKT WR E WIRE LOADS EQUIP EQUIP DESCRIPTION NOTE CAT AMPS KVA N PH CB A B C A B C I CB PH IN KVA AMPS CAT NOTE DESCRIPTION No. M1 382.7 106.0148 0 400/3 1 3 5 * * * 2 4 6 _2p 400/3 8 0 j 0_ 8/0 26.295 26.295 26.295 94.9 94.9 94.9 M2 - - - -- - - - - - -- - -- 1 382.7 106.014 8 LO ----- 382.7 106.014 8/0 PANEL H1 71.9 19.92816/0 200/3 7 9 11 • * * 8 10 12 200/3 3 0 3/o 30 10.000 10.000 10.000 36.1 36.1 36.1 PANEL H2 -- - -- - - - - - ----- 62.6 17.354 ----- 51.5 14.260 ex XFMER Tt PANEL L1 do L2 58.7 16.260 300/3 13 * 14 20 1 ----- 30.0 8.304 8 0.000 0.0 SPARE - - - - 57.6 15.960 4 15 * 16 20 1 35/3 0.000 0.0 SPARE - - - - 66.0 18.280 30.0 - - - -- 17 * 18 2OL1 RTU-7 0.000 0.0 SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: TOTAL CALCULATED LOAD TOTAL CALCULATED AMPS 529 KVA 636 AMPS 534 KVA so AMPS * PHASE "A": PHASE "B": PHASE "C": 50/3 178.497 175.623 174.849 KVA KVA KVA 644 634 631 AMPS AMPS AMPS -- - -- 50.0 13.840 NOTES: LO: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR M1 ELECTRICAL PANEL SCHEDULE 225A MLO 65,000 SERIES RATED M011111( t mm SEE ONE -LINE DIAGRAM SURFACE EQUIP ww SERNCEt Pmm Tm. 480/277, 3PH, 4W, +GND EXISTING St`RMC . BW RA1M AC RAIM CKT 400A MLO 65,000 SERIES RATED FEMM FEEDEF& MOLNM SEE ONE -UNE DIAGRAM SURFACE EQUIP FEUERSt LOADS PARE CKT CKT PHASE CKT CB/PL WR E LOADS AMPS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB A B C A B C I CB PH N KVA AMPS CAT NOTE DESCRIPTION No. AMPS CAT NOTE DESCRIPTION No. RTU -1 30.0 8.304 8 35/3 1 * 2 35/3 8 8.304 RTU -13 ----- - - - - - 30.0 RTU -2 -- - -- 30.0 8.304 8 3 * 4 8 8.304 r 71- 8.304 30.0 - ---- 30.0 ----- ----- 30.0 8.304 8 5 * 6 RTU-3 30.0 8.3048 17.0 RTU -14 17.0 ----- 17.0 - - - - - 35/3 7 * 1 8 50/3 4 13.840 20 1 20 1 20 1 50.0 RTU -4 -- - -- 30.0 8.304 8 9 * 10 4 13.840 50.0 - - - -- ----- 30.0 8.304 8 11 * 12 4 13.840 50.0 - - - -- RTU -5 50.0 13.840 4 50/3 1 13 15 * * 14 16 35/3 8 8.304 21 30.0 RTU -6 -- - -- 50.0 13.840 4 8 8.304 30.0 - - - -- - - - -- 50.0 13.840 4 17 * 18 8 1 8.304 30.0 ----- RTU-7 50.0 13.840 1_1 50/3 19 * 20 50/3 4 13.840 SPARE 50.0 RTU -8 -- - -- 50.0 13.840 21 * 22 4 13.840 50.0 - - - -- - - - - - 50.0 13.840 23 * 24 4 13.840 11016.643 50.0 - - - - - RTU -9 39.0 10.795 6 45/3 25 * 26 30/3 10 6.643 0.000 24.0 RTU -10 -- - -- 39.0 10.795 6 27 *1 28 1 24.0 - - - -- - - - -- 39.0 10.795 6 29 * 30 10 6.643 24.0 ----- SPARE 0.0 0.000 * 20/1 31 * 3220 1 31 0.000 32 0.0 SPARE SPARE 0.0 0.000 0.0 SPARE 20/1 33 * 34 2OL1 * 0.000 _2.2Z1 20/1 0.0 SPARE SPARE 0.0 0.000 SPARE 20/1 35 * 36 20/1 36 0.000 20L1 0.0 SPARE SPARE 0.0 0.000 0.0 _26- 37 * 38 20/1 20 1 0.000 0.000 0.0 ISPARE SPARE 0.0 0.000 0.000 201 39 * 40 = 10 10 20/1 0.000 + 0.0 SPARE SPARE 0.0 1 0.000 1 1 1 20/1 41 * 42 20/1 0.000 0.000 0.0 SPARE 0.0 SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: TOTAL CALCULATED LOAD TOTAL CALCULATED AMPS 318 KVA 383 AMPS 318 KVA AMPS PHASE "A": PHASE "B": PHASE "C": PHASE "A": PHASE "8*. PHASE "C": 26.295 26.295 26.295 106.014 106.014 106.014 KVA KVA KVA 383 383 383 AMPS AMPS AMPS NOTES: LO: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR 2.) SHARED NEUTRAL 3.) RELOC WIRING 4. EXISTING PARING TO BE RELOCATED NOTES: LO: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR 2.) SHARED NEUTRAL 3.) RELOC WIRING 4. EXISTING WIRING TO BE RELOCATED M2 ELECTRICAL PANEL SCHEDULE 225A MLO 65,000 SERIES RATED M011111( t mm SEE ONE -LINE DIAGRAM SURFACE EQUIP I,Ew SERUCE: Pma TYPE: 480/277, 3PH, 4W, +GND EXISTING St`RMC . am RAIM AIC RATS CKT 400A MLO 65,000 SERIES RATED FEMM MOUNM SEE ONE -UNE DIAGRAM SURFACE EQUIP FEUERSt LOADS WIRE CKT PHASE CKT CB/PL IWRE I LOADS AMPS I EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB& f A B C 2 CB PH IN KVA EXISTING AMPS CAT NOTE DESCRIPTION No. RTU -11 -- - -- - - - - 24.0 24.0 24.0 6.643 6.643 6.643 10 30/3 10 10 1 3 5 * * * 2 4 6 25/3 10 10 10 5.536 5.536 5.536 EQUIP 20.0 RTU -12 20.0 ----- 20.0 1 - - - - RTU -13 ----- - - - - - 1 20.0 20.0 20.0 5.536 5.536 5.536 10 10 25/3rit, 10 PHASE I * * * 8 10 12 25/3 10 10 10 4.705 4.705 4.705 1 18.1 17.0 RTU -14 17.0 ----- 17.0 - - - - - COMPACTOR - - - - - - - - - - 14.0 14.0 14.0 3.875 3.875 3.875 10 30/3 10 10 13 15 17 * * * 14 16 18 20 1 20 1 20 1 101 0.000 0.000 0.000 PH 0.0 SPARE 0.0 SPARE 0.0 SPARE SPARE 0.0 0.000 20 1 19 * 20 20/1 10 10 20 1 0.000 * 0.0 SPARE SPARE 0.0 0.000 20/1 21 * 22 20/1 1,2,3 0.000 3.580 0.0 SPARE SPARE 0.0 0.000 20/1 23 * 24 20/1 8.1 0.000 LIGHTING 0.0 ISPARE SPARE 0.0 0.000 20/1 25 * 26 2OL1 10 0.000 1 0.0 SPARE SPARE 0.0 0.000 20/1 27 * 28 20 L1 8 0.000 10 0.0 SPARE SPARE 0.0 0.000 20/1 29 * 30 20/1 10 1020 L1 0.000 * 0.0 SPARE SPARE 0.0 0.000 1.476 31 * 32 LIGHTING 1_,2,3 0.000 2.577 0.0 SPARE SPARE 0.0 0.000 _211 20/1 33 * 34 _2.2Z1 20/1 5.3 0.000 UGHTING 0.0 SPARE SPARE 0.0 0.000 201 35 * 36 201 20L1 0.000 0.0 0.0 SPARE SPARE 0.0 0.000 20/1 37 * 38 20 1 16 0.000 0.0 0.0 SPARE SPARE 0.0 1 0.000 20/1 39 * 40 2.577 10 10 20/1 0.0000.0 + SPARE SPARE 0.0 0.000 20/1 41 * 42 _ML 20 1 1,2,3 0.000 2.826 0.0 SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: TOTAL CALCULATED LOAD TOTAL CALCULATED AMPS 79 KVA 95 AMPS 79 KVA 16 AMPS 20 PHASE "A": PHASE "B": PHASE "C": 10 26.295 26.295 26.295 KVA KVA KVA 95 95 95 AMPS AMPS AMPS SPARE NOTES: LO: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR 2.) SHARED NEUTRAL 3.) RELOC WIRING 4. EXISTING PARING TO BE RELOCATED BRANCH C MIT CONDUCTORS IWNIMUM WRE WE FOR LI *IMG AND POWER CIRCUIT'S SHALL BE #12. FOR ALL 20A BRANCH CIRCUITS, WIRE SIZES SHALL BE SIZED 80 THAT THE VOLTAGE DROP WILL NOT EXCEED 3% AND THAT THE TOTAL VOLTAGE DROP FROM THE SERVICE ENTRANCE TO THE FURTHEST DEVICE DOES NOT EXCEED 5/•. I H1 ELECTRICAL PANEL SCHEDULE 225A MLO 65,000 SERIES RATED M011111( t mm SEE ONE -LINE DIAGRAM SURFACE EQUIP LOADS WIRE St`RMC . 480/277, 3PH, 4W, +GND CKT BUS RAIM WIRE 225A MLO EQUIP No. DESCRIPTION FEUERSt KVA) N PH Mp I A B C I CB/PL N KVA AMPS CAT NOTE DESCRIPTION No. SPARE 0.0 0.000 20 1 1 * 2 30/3 SEE ONE -LINE DIAGRAM PAPAL TYPE: EXISTING BATTERY CHARGER SPARE AIC RA7W 0.000 65,000 SERIES RATED 3 * M0til IOe; SECURITY CAMERA 10 SURFACE EQUIP 1 SPARE LOADS WIRE I I CKT PHASE I CKT 3.0 WIRE 110 LOADS 1 18.1 - - SPARE No. DESCRIPTION NOTE CAT AMPS KVA N PH CB 8 A B C 101 CB PH N KVA 0.0 AMPS EQUIP CAT NOTE DESCRIPTION UGRTING 1,2,3 11.2 3.105 10 10 20 1 1 * 2 20/1 10110 0.000 2.241 11 8.1 No. 1 2 3 LIGHTING LIGHTING 1,2,3 12.9 3.580 10 10 20 1 3 * 4 201 10 10 2.241 2PLI 1 20/1 20 1 8.1 1 2 3 LIGHTING LIGHTING 1,2,3 1 8.0 2.216 110 10 201 5 * 6 201 10 10 2.490 1 9.0 12,3 1UGHTING UGHTNG 1,2,3 8.2 2 272 10 10 20/1 7 * 8 20 1 10 10 2.241 0.0 8.1 1 2 3 LIGHTING LIGHTING 1,2,3 10.2 2.826 10 1020 L1 9 * 10 20/1 10 10 1.476 31 5.3 1,2,3 LIGHTING LIGHTING 1_,2,3 9.3 2.577 10.10 20/1 11 *1 12 20/1 10,10 * 1.476 _20/1 2 1 5.3 1 2 3 LIGHTING UGHTING 1,23 8.7 2.399 10 10 -Z211- 13 * 14 20/1 201 20L1 0.000 0.0 0.0 SPARE LIGHTING 1,2 ,3 7.8 2.160 10 10 20/1 15 * 16 p/1 0.0 SPARE 0.000 0.0 0.0 ISPARE UGHTING 1,2,3 9.3 2.577 10 10 20/1 17 + 18 20 1 0.0 0.000 0.000 41 0.0 SPARE LIGHTING 1,2,3 10.2 2.826 10 10 20/1 19 * 20 20/1 10 10.000 10.000 10.000 0.000 36 36 36 0.0 SPARE UGHIING 1,2 3 7.8 2.160 10 10 20/1 21 * 22 20/1 0.000 0.0 0.000 SPARE 0.0 SPARE LIGHTING 12,3 7.8 2.160 10110 201 23 * 24 201 6.0 1 0.000 OC J -BOX GRID 0.0 SPARE LIGHTING 1,2,3 7.2 1.992 10 10 20/1 1 25 * 26 20/1 110 10 2.088 3.0 7.5 EXTERIOR UGHTING LIGHTING 12,3 8.1 2.241 10 10 201 27 * 28 201 IUGHnNG CONTROL UH -1 0.000 0.180 0.0 SPAR SPARE 38 0.0 0.000 20 1 29 . * 30 20/1 UH -2 1.5 0.000 10 10 201 0.0 SPARE SPARE 201 0.0 0.000 201 31 * 32 201 0.0 0.000 0.000 41 0.0 SPARE SPARE 10110 0.0 0.000 20/1 33 * 34 20/1 10 10 0.670 * 2.4 OFFICE LIGHTING SPARE 0.0 0.000 20/1 35 * 36 20/1 10110 45 0.764 46 2.8 11OFFICE LIGHTING SPARE 0.500 0.0 0.000 20/1 37 * 38 20/1 47 49 51 * * * 0.000 _!Y_1 20 1 20/1 0.0 SPARE SPARE 0.0 0.0 0.0 0.0 0.000 20 1 39 * 40 20/j * 54 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 L 41 * 42 20/1 KVA KVA KVA 65 68 67 0.000 0.0 Spm TOTAL CONNECTED LOAD: 51 KVA PHASE "A": 19.928 KVA 72 AMPS NOTES: TOTAL CONNECTED AMPS: 61 AMPS PHASE "B": 17.354 KVA 63 AMPS L0: LOCK ON/OFF BREAKER PHASE "C": 14.260 KVA 51 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 63 KVA 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 77 AMPS Z) SHARED NEUTRAL 3.) RELOC HARING 4. EXISTING WIRING TO BE RELOCATED H2 SERIAC * PANEL TWE ELECTRICAL PANEL SCHEDULE 480/277, 3PH, 4W, +GND 611A RAIM EXISTING AIC RA11N6t 225A MLO 65,000 SERIES RATED M011111( t mm SEE ONE -LINE DIAGRAM SURFACE EQUIP LOADS WIRE CKT PHASE CKT OW RAIM AIC RAlft WIRE LOADS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA) N PH Mp I A B C I CB/PL N KVA AMPS CAT NOTE DESCRIPTION No. SPARE 0.0 0.000 20 1 1 * 2 30/3 10 5.000 18.1 BATTERY CHARGER SPARE 0.0 0.000 20 1 3 * 4 SECURITY CAMERA 10 5.000 18.1 1 SPARE 1 0.0 0.000 1 1 20/1 5 0.360 3.0 LO 110 5.000 1 18.1 - - SPARE 0.0 0.000 20/1 1 7 * 1 1 8 30/3 101 5.000 18.1 BATTERY CHARGER SPARE 0.0 0.000 20 1 9 * 10 110 10 5.000 18.1 - - SPARE 0.0 0.000 20/1 11 * 12 8 10 5.000 18.1 0.180 SPARE SPARE SPARE SPARE 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 _2L'_ 1 20/1 20/1 20 1 13 15 17 19 * * * * 14 1620 18 20 2PLI 1 20/1 20 1 * 0.000 0.000 0.000 0.000 0.0 0.0 0.0 0.0 SPARE SPARE SPARE SPARE SPARE SPARE 0.0 0.0 1 0.000 0.000 20/1 20/1 21 23 * * 22 24 20/1 20 1 10 10 20 1 0.000 0.000 0.0 0.0 SPARE ISPARE SPARE SPARE 0.0 1 0.0 0.000 0.000 20/1 20/1 25 27 * 1 26 28 20/1 20L1 LO 10.0 0.000 0.000 0.0 0.0 SPARE SPARE SPARE 0.0 0.000 201 29 * 30 201 - 0.000 0.0 SPARE SPARE 0.0 0.000 20 L1 31 * 32 0.360 3.0 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 33 * 34 _20/1 2 1 10 0.000 0.0 ISPARE SPARE 0.0 0.000 201 35 * 36 201 20L1 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 37 * 38 20/1 * 0.000 0.0 SPARE SPARE 0.0 0.000 20L1 39 * 40 20L1 10 10 20 1 10.10 20/1 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 41 * 42 20/1 10.0 0.000 0.0 SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: TOTAL CALCULATED LOAD TOTAL CALCULATED AMPS 30 KVA 36 AMPS 30 KVA 35 AMPS 20/1 PHASE "A": PHASE "B": PHASE "C": 10 10.000 10.000 10.000 KVA KVA KVA 36 36 36 AMPS AMPS AMPS OC J -BOX GRID NOTES: L0: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR L1 =ELECTRICAL PANEL SCHEDULE EAM somm* PAM TYPE: 120/208, 3PH, 4W, +GND EXISTING OW RAIM AIC RAlft 175A MCB 30,000 SERIES RATED FEEOM MIoLwm SEE ONE -LINE DIAGRAM SURFACE EQUIP LOADS WIRE CKT PHASE CKT MARE LOADS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB A B C CB PHI N KVA AMPS CAT NOTE DESCRIPTION No. SECURITY CAMERA LO 3.0 0.360 10 10 20 L1 1 * 2 20 1 10 10 0.360 3.0 LO Box a ouAD RECEPTS CEM 7.5 0.900 10 10 20 1 3 * 4 20/1 10 10 0.720 6.0 SHOW ROOM RECEPT DVR LO 1 1.5 1 0.180 10.10 20/1 1 5 * 6 20/1 110 10 1 0.180 1.5 1 LO IsEcuRITY PANEL SPARE 0.0 0.00020 1 7 * 8 20A 10 10 0.180 1.5 LO RECEPT HVAC UNIT CASH ROOM RECEPT 1.5 0.180 10 10 20/1 9 * 10 20/1 10 10 0.180 1.5 LO IT TEMP MONITOR HAND DRYER LO 10.0 1.200 10 10 20 1 11 * 12 20/2 10 10 1.500 125 LO WH_1 HAND DRYER LO 10.0 1.200 10 10 20/1 13 * 14 20/1 10 10 1.500 1 12.5 LO - ELECT.ROOM RECEPT 1.5 0.180 10 10 20/1 15 * 16 20A 1 10110 10 0.360 3.0 LO VAULT RECPT WATER FOUNTAIN 4.2 0.500 10 10 20/1 17 * 18 20L1 10 10 0.540 4.5 LO VAULT RECPT RESTROOM RECPTS 3.0 0.360 10 10 20 1 19 * 20 20L1 10 10 0.180 1.5 WAREHOUSE RECEPT MICROWAVE 12.0 1.440 10 10 20 1 21 * 22 20/1 10 10 0.180 1.5 LO FIRE ALARM PANEL MICROWAVE DOCKLIGHTS 12.0 0.0 1.440 0.000 10 10 20 1 10.10 20/1 23 25 * * 24 26 20A 20A 10 10 10 10 0.360 0.360 1 3.0 3.0 LO LO IBOX A luoxs REFRIGERATOR 10.0 1.200 10 10 20/1 1 27 * 28 20/1 101 10 0.360 3.0 1 1 RECEPT OC J -BOX GRID 0.0 0.000 10 10 20/1 29 * 30 20/1 10 10 101 10 0.000 0.0 1 1 SPARE NS TRAINING & BREAK 8.3 1.000 10 10 20 1 31 * 32 20 1 10 10 0.720 6.0 1 ASST. MGR. RECEPT OC J -BOX GRID 0.0 0.000 10 10 20/1 33 * 34 20 1 LID 10 0.000 0.0 1 SPARE RECEIVING DESK 3.0 0.360 10 1 10 20/1 35 1 * 1 36 20/1 10 10 0.180 1.5 1 IUGHnNG CONTROL UH -1 1.5 0.180 10 10 201 1 37 * 38 151 10 10 1.260 10.5 PAC -1 UH -2 1.5 0.180 10 10 201 39 * 40 201 10 10 1.000 8.3 VENDING QC J -BOX GRID 0.0 0.000 10 10 20/1 41 * 42 20/1 10110 0.540 4.5 TRAINING RECEPTS SPARE 0.0 0.000 201 43 * 44 201 10110 0.095 0.8 CP -1 VENDING MACHINE 8.3 1.000 10 10 20/1 45 * 46 20 1 10 10 0.500 4.2 EF -1 VENDING MACHINE SPARE SPARE 8.3 0.0 0.0 1.000 0.000 0.000 10 10 20/1 _w_1 1 20/1 1 47 49 51 * * * 48 50 52 1 _!Y_1 20 1 20/1 0.000 0.000 0.000 0.0 0.0 0.0 SPARE SPARE SPARE SPARE 0.0 0.000 FF 120L1 53 * 54 20 1 0.000 0.0 SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: TOTAL CALCULATED LOAD TOTAL CALCULATED AMPS 22 KVA 60 AMPS 20 KVA 57 AMPS PHASE "A": PHASE "B": PHASE "C": 7.840 8.140 7.980 KVA KVA KVA 65 68 67 AMPS AMPS AMPS NOTES: L0: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR L2 ELECTRICAL PANEL. SCHEDULE ww mram, PAS" TYPE: 120/208, 3PH, 4W, +GND EXISTING Bw RADR AIC RA111110 175A MCB 10,000 FULLY RATED FEMM 1111110=1110 SEE ONE -LINE DIAGRAM SURFACE EQUIP LOADS WIRE CKT PHASE CKT PARE LOADS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB A B C PH N KVA AMPS CAT NOTE DESCRIPTION No. SPARE SECURITY PEDESTALS 0.0 1.5 0.000 0.180 20/1 10 10 20/1 1 3 * * 2 4 _2p 20/1 10 10 0.360 0.500 3.0 4.2 LO BOX B QUAD SLIDING DOORS OH DOOR FLOOR RECEPT 1 6.0 1 0.720 10 10 20/1 5 * 6 _22,11 20/1 10 10 0.720 6.0 MOD DESK SPARE 0.0 0.000 7 m * 8 20 1 10 10 0.360 3.0 GE KIOSK FLOOR RECEPT 6.0 0.720 _AL1_ 10 10 20/1 9 * 10 20/1 10 10 0.500 4.2 SLIDING DOORS ROOFTOP RECEPTS EWH-1 - - - - - 12.0 1.5 0.0 1.440 0.180 0.000 10 10 20/1 10 10 30/2 10 11 13 15 * * * 12 14 16 20/1 20/1 20/1 10 10 .10110 10 10 0.360 0.360 0.360 3.0 3.0 1 3.0 POWER POLES DESIGNER DESK( 11POWER POLES ROOFTOP RECEPTS 7.5 0.900 10 10 20L1 17 * 18 20/1 10 10 0.360 3.0 LO KIOSK COFFEE BREWER 11.7 1.400 10 10 20 1 19 * 20 20/1 10 10 1.080 9.0 LO CUPU DESK VENDING 8.3 1.000 10 10 20/1 21 * 22 20/1 10 10 1.080 9.0 LO PRO DESK ICE MACHINE 5.0 0.600 10 10 20 1 23 * 24 20/1 10 10 1 0.900 7.5 LO FUTURE CASH REGISTER QC J -BOX GRID 0.0 0.000 10,10 20/1 25 * 26 20/1 10 1 10 0.720 1 6.0 IUUIOR RECEPTS SPARE 0.0 0.000 27 * 28 20/1 10 10 0.900 7.5 LO CASH REGESTERS QC J -BOX GRID 0.0 0.000 _1211 10 10 20/1 29 * 30 20/1 10 10 0.900 7.5 LO CASH REGEsIERS SPARE 0.0 0.000 201 31 * 32 201 110 10 1.200 10.0 1 1 SIGN POLE UGHT RECEPT 1.5 0.180 10 10 20 1 33 35 * * 34 36 20 1 20/1 10 10 101 10 1.200 1.200 10.0 10.0 1 1 SIGN ISIGN SIGN 10.0 1.200 10 10g20/1�7 * 38 201 10 0.360 3.0 1 SIGN * 20 1 LID 10 1.200 10.0 1 SIGN SPARE 0.0 0.000 * E42 201 10 1.200 10.0 1 SIGN TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: TOTAL CALCULATED LOAD TOTAL CALCULATED AMPS 25 KVA 70 AMPS 25 KVA 09 AMPS PHASE "A": PHASE "B": PHASE "C": 8.420 7.820 10.300 KVA KVA KVA 70 65 86 AMPS AMPS AMPS NOTES: LO: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR • Westpork Drive Charlotte,1 28217 704.525.6350 1' • : 11 www.11ttIeonIIne.com 1 his drawing and the design shown are lbe propetV of Little Diversified .Architectural C'onsultitig. The reproduction, coPying or other use oj'tbis drawing without tbeir written consent isprobibited and any infrinzement will be subject to legal action. © Little 2016 FIMOR DEC0Rr44 7,®® 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 r" PROJECT :AU 9191.4 9 ��dV J 12[0 0121 atl. 0 J N W Q m*z w 0 W c) ® / W LI. w r n� V! ®0 I® LLz N U) MA N6 Eau v��v��i111(1►illt//tr7 J < . f o. 6054J L * fill liiO PROJECT PIUNCIPAL IN CFIAI:CF, JR ...... I .............................. I'ItOj FCC I\I<1NAC;Elt JL F)RAWN BY JC NQ.REASON DATE ADDENDUM 2 OWNER REVISIONS.. + . 04/13/16 .......................... .......................... ........................ SHEET TITLE SCHEDULES ELECTRICAL PROJECT 121®5505-00 FOR CONST. E601 03.23.16 CD O O MI co d - LL 8 72 o U) U L L- C W U C:) a M d - N r L 0 C) a) o 0 o L a 6 OUT of AM RICA, STORE #172 221 TOWNE CENTER BLVD. SANFORD, FLORIDA 32771 FIRE PROTECTION NOTES 1) THE SPACE IS PROTECTED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM (WET SPRINKLERS) CONFORMING TO NFPA 13. (1 SYSTEM 2 RISERS) 2) THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS FOR REVIEW IIID APPROVAL TO AUTHORITY D A THE TH RITY HAVING JURISDICTION PRIOR TO ALTERING THE SYSTEM. G C. TO SUBMIT SPRINKLER DRAWINGS TO TELGIAN FOR REVIEW ALSO. CONTACT MICHELLE VESTAL AT MVESTAL@TELGIAN.COM OR 877.835.4426 PROJECT TEAM ARCHITECT LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING 5815 WESTPARK DRIVE CHARLOTTE, NC 28217 TEL: (704) 525-6350 FAX: (704) 561-8700 STRUCTURAL LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING 5815 WESTPARK DRIVE CHARLOTTE, NC 28217 TEL: (704) 525-6350 FAX: (704) 561-8700 MECHANICAL / PLUMBING / ELECTRICAL PRECISION ENGINEERING GROUP, LLC 5800 E. SKELLY DRIVE, SUITE 1100 TULSA, OK 74135 (P) 918-749-3000 (F) 918-749-3003 SCOPE OF WORK STATEMENT THE TENANT IS A RETAIL FLOORING PRODUCTS STORE THAT SELLS TILE AND WOOD FLOORING PRODUCTS AND THE ACCESSORIES TO INSTALL THOSE PRODUCTS. THE MATERIALS FOR SALE ARE EITHER IN RACK STORAGE OR DISPLAYED ON THE FLOOR ON PALLETS. THE WORK UNDER THIS PERMIT CONSISTS OF AN INTERIOR UPFIT WHICH INCLUDES A NEW OFFICE, RESTROOMS AND RECEIVING AREAS. THIS PERMIT WILL ALSO INCLUDE EXTERIOR UPGRADES TO ADDRESS ALL ZONING REQUIREMENTS. DEFERRED SUBMITTALS 1. FIRE SPRINKLER SYSTEMS: FIRE PROTECTION CONTRACTOR IS TO PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE PROTECTION SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 2. FIRE ALARM SYSTEMS: FIRE ALARM CONTRACTOR IS TO PROVIDE E ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ALARM SYSTEM MODIFICATIONS PER STATE ANDLOCAL CODES. CONTRACTOR R WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 3. EXTERIOR SIGNAGE: EXTERIOR SIGNAGE VENDOR IS TO PROVIDE ENGINEERED DOCUMENTS THAT ARE COORDINATED WITH LANDLORD AND TENANT CRITERIA AND PER LOCAL CODES. VENDOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. LIGHTING: CED NATIONAL ACCOUNTS MOOD MEDIA: 5700 S. MOPAC EXPRESSWAY (BLDG. D) COMPACTOR: PTR BALER & COMPACTOR CO. SECURITY: SECURITY SOLUTION E101 SHAWN CAMPBELL E102 AUSTIN, TX 78749 E103 FRED FREER JACK SINK E104 www.cednationalaccounts.com E105 GARRET HONEA E401 FFreer@PTRCo.com JackS@ssusa.net p PHONE: 678.215.3065 p garret.honea@moodmedia.com p (0) 770.517.1172 c'3 Ll PHONE: 512.583.8690 Contractor unless otherwise noted. (C) 267.977.3442 INTERIOR DOORS/ w w w-j HARDWARE: DH PACE NATIONAL ACCOUNTS INTERIOR FINISHES: FLOOR & DECOR J DIVISION J RESTROOMS & 2233 LAKE PARK DR. SUITE 400 SIGNAGE: ID ASSOCIATES, INC 1901 E. 119TH ST. BREAKROOM TILE SMYRNA, GA 30080 ❑ 1771 INDUSTRIAL RD. OLATHE, KS 66061 O DENISE LAMACHE J DOTHAN, AL 36303 LL JONATHON MULROY dlamache@flooranddecor.com ❑ JILL GRAVATT FloorandDecor@DHPace.com (0) 404-471-1634 EXT. 2121 LL JGravatt@idassociatesinc.com ITEM / DESCRIPTION PH: 888.722.3667 EXT. 1297 U) (C) 404-457-5007 (0)334.836.1400 x168 RESTROOM OFFICE DEPOT ENERGY N6 WIRING ACCESSORIES: 600 NORTH MILITARY TRAIL MANAGEMENT: ENTOUCH CONTROLS SYSTEMS: D&P CUSTOM LIGHTS & BOCA RATON, FL 33496 0_ 661 N. PLANO RD., SUITE 323 M. WIRING SYSTEMS ,(�.'' CARLI CASE RICHARDSON, TX 75081 900 63RD AVE. NORTH carli.case@officedepot.com ,a+` •.F,a'' zsw.:s.; 4.v�? '��.§.•t�a�adfx.'�. "��'s brandon.perry@entouchcontrols.com PARTIAL HEIGHT WALLS AT PRO CENTER NASHVILLE, TN 37209 M REASON (0) 800.820.3511 • NEIL APORTADERA DATA CABLING: NETWORK ENGINEERING SEE PLAN FOR WALL TYPES PARTIAL HEIGHT WALLS AT DESIGN CENTER neil@dandpcustom lights.com TECHNOLOGIES MECHANICAL • (0) 615.350.7800 1 EQUIPMENT: LENNOX 3140 DEMING WAY, TERRY BUCHANNAN SLIDERS/ .......................... MIDDLETON, WI 53562 .......................... terry.bucannan@lennoxind.com COILING DOORS/ g • ANDREW HANDELAND • PHONE: 678.446.7554 DOCK EQUIP.: ASSA ABLOY ENTRANCE SYSTEMS CONCRETE FLOOR FINISHING ' 3 PROJECT PEDESTRIAN DOOR SOLUTION • andrew.handeland@nettechnology.com LOCKERS: ULINE G.C. TO COORD, / PROVIDE TAKE—OFF 1900 AIRPORT ROAD CONST. , 03.23.16 AOOO P: 608.827.2245 2575 HI INE DRIVE • MONROE NC 28110 PLEASANT PRAIRIE, WI 53158 (0) 704.290.5520 PHONE: 800.925.5510 (F) 704.290.5555 www.assabloyentrance.com RESPONSIBILITY SCHEDULE * Note: All items contained within Landlord G.C. Owner W E101 FLOOR PLAN - POWER E102 these contract documents are to be E103 FLOOR PLAN - DATA E104 FLOOR PLAN - FIRE ALARM E105 ROOF PLAN - ELECTRICAL E401 ENLARGED PLANS - ELECTRICAL p DETAILS AND SCHEDULES ELECTRICAL p SCHEDULES ELECTRICAL p the responsibility of the General c'3 Ll Contractor unless otherwise noted. w w w w-j o vr J zJ J J tY �-- IY N � Q W ❑ Z O W - W c) J R42 �W LL � z z ❑ z W� LL 0 ITEM / DESCRIPTION REMARKS U) LL LL Iii N6 Ell i 0_ SEAL M. »�s� k• rtF.r a e '. `20 ,(�.'' PROJECT TEAM ,a+` •.F,a'' zsw.:s.; 4.v�? '��.§.•t�a�adfx.'�. "��'s L" hA o 'dAja,. "...� z _ nM. sa'it .".. i•;n',' ,ra'a "Y r �+i1 rs,'>�x• PARTIAL HEIGHT WALLS AT PRO CENTER DRAWN BY JC ISSUE / REVISIONS M REASON • • 1.L<llV .. [1l..ITV ......... . . • ...... . • 02-03-16 2 SEE PLAN FOR WALL TYPES PARTIAL HEIGHT WALLS AT DESIGN CENTER Ol KEV* IO NEB SIS ASf1DDENDUt17 • • OIVISIONS 1 OIFNEK 1M,I/1S10NS . . . . . . . 05-31-16 .......................... AUTOMATIC ENTRANCE DOORS .......................... I +L g • • • • INDEX SHEET G.C. TO COORD. /PROVIDE TAKE—OFF CONCRETE FLOOR FINISHING ' 3 PROJECT • • • 121-5505-00 G.C. TO COORD, / PROVIDE TAKE—OFF OFFICE PACKAGE FLOORINGS CONST. , 03.23.16 AOOO • • TOILET ROOM FLOORING " � t e • • TOILET ROOM WALL TILE WALL BASE PAINT► i._ • SUSPENDED AND DRYWALL CEILINGS WOOD BLOCKING ;w • TOILET PARTITIONSe s : e GRANITE VANITIES GRAB BARS .- • TOILET ROOM MIRRORS f1•f • HAND DRYER ► • G.C. TO PROVIDE WOOD BLOCKING TOILET TISSUE DISPENSERe; ea' • G.C. TO PROVIDE WOOD BLOCKING 1 SANITARY NAPKIN DISPOSAL M►_ • G.C. TO PROVIDE WOOD BLOCKING SOAP DISPENSER i • G.C. TO PROVIDE WOOD BLOCKING HAND SANITIZER DISPENSER Ni +w ;, • G.C. TO PROVIDE WOOD BLOCKING HAND TOWEL DISPENSER =i • • PAPER TOWELS ONLY BY VENDOR BUILDING SIGNAGE • • SIGN PANELS BY VENDOR SEPARATE PERMIT G.C. TO PROVIDE POWER AND COORDINATION PYLON / MONUMENT SIGN ��; • • SIGN PANELS BY VENDOR SEPARATE PERMIT , A, G.C. TO PROVIDE POWER AND COORDINATION TRASH COMPACTOR AND CONTAINER • • G.C. TO PROVIDE POWER AND DISCONNECT Y+t s£t''• COMPACTOR DOOR s• •, • DOCK LEVELERS AND BUMPERS = e • • G.C. TO COORD. / PROVIDE TAKE—OFF OVERHEAD DOORS 0 • • • G.C. TO COORD. / PROVIDE TAKE—OFF METAL DOOR HOOD • • • G.C. TO COORD. / PROVIDE TAKE—OFF DOCK SEALS • • • G.C. TO COORD. /PROVIDE TAKE—OFF DOCK LIGHTS »_ • • OFFICE CASEWORK N; • BREAK ROOM CASEWORK AND CABINETS BREAK ROOM TABLES & CHAIRS • • ,ter BREAK ROOM MICROWAVES i�" i g • BREAK ROOM SINK e • BREAK ROOM LOCKERS �,, CASH SAFE • 'e kr REFRIGERATOR • • G.C. TO PROVIDE WATER UNE & POWER ICE MACHINE <°' ' * • • G.C. TO PROVIDE POWER, WATER LINE, AND DRAIN PRO AREA COUNTERTOP • • G.C. TO PROVIDE POWER AND DATA {f?' PRO SALES COMMAND DESK • e G.C. TO PROVIDE POWER AND DATA DESIGN CENTER DESKI' • • G.C. TO PROVIDE POWER AND DATA 40 MOD DESK e • G.C. TO PROVIDE POWER AND DATA CASHWRAPS / CHECKOUT COUNTERStsfr • • G.C. TO PROVIDE POWER AND DATA COFFEE A • DOOR HARDWARE i • • COORD. W/ DH PACE : M�`. R F rte+[.. , 97 .r y.e .L ,R �:A, �.FMW�.1 RVA FIRE SPRINKLER SYSTEM • • FIRE EXTINGUISHERSI► r ` MECHANICAL EQUIPMENT (RTU's, CURBS, EXHAUST FANS, UNIT e • • HEATERS, ETC.) t ROOFTOP PENETRATIONS, FRAMES, AND STRUCTURAL REINFORCING AND CURBS. £ C..✓TaM� `' ` °e y sg ' .I.._,.. > „.. A& YA i. srr.Pai, .l„t>t,..„L'•"!..Q.. 'd,.d.:+ INTERIOR LIGHTING AND CONTROLS • • MODULAR WIRING � • • �� : FIRE ALARM ii ♦' • e F&D VENDOR TO FINALIZE CONNECTIONS AN ;> SET UP TESTING TELEPHONE / DATA / LOW -VOLTAGE WIRING • e' • CCN G.C. TO PROVIDE PAR, CONDUITS, BOXES AND • • PULL STRING — WIRE AND SYSTEMS BY F&D POWER POLES `' • • ENERGY MANAGEMENT ENTOUCH CONTROLS SOUND SYSTEM e • • BUZZER AND 22/2 WIRING TO a TRANSFORMER BY G C .r n" �, S d4d i lE M %, S `.f 'p• 4br 5 , } ITYz A pv,^x i os i l'gd::N A,'' �,�4 SECURITY SYSTEM • • C.C.S D TO PROVIDE CONDUITS BOXES AN .�� PULLSTRING D SYSTEMS BY F&D WIRE AN YSTEM i ' 24 ^ bS+§.i r", •tx'i t '"S �.,r"�f e . n¢ SR : $ h°f s ,§ ,l Hy+.st3 z • b "M 9 N C 4 v r #'S.fr'l� + s kmi t z '<„ s ''yyE•' m, t5_.2,#.+q 41, �, .>`',}'�^r'.. -sJ . M ? SITE GRADING / LANDSCAPING i PARKING LOT / STRIPING / SIGNAGE TRUCKWELL / COMPACTOR PAD► ,1 �x CUSTOMER LOAD OUT PAD 11 SITE AND PARKING LIGHTING SITE LOCATION MAP 01 1 C North DRAWING INDEX 10 - 9 - 8 - 7 - A6 5 REVISION 1 05-31-16 4 ADDENDUM 1 04-14-16 3 OWNER REVISIONS (BID ISSUE) 04-13-16 2 OWNER REVISIONS (PERMIT ISSUE) 04-13-16 - ISSUE FOR BID - 03/23/16 1 PLAN REVIEW RESPONSE -02-03-16 0 ISSUE FOR PERMIT - 01/14/16 GENERAL A00o INDEX SHEET A001 CODE / LIFE SAFETY PLAN A002 SYMBOLS, ABBREVIATIONS AND ACCESSIBILITY STANDARDS CIVIL cool SITE PLAN ARCHITECTURAL Al 00 OVERALL SITE PLAN AD101 DEMOLITION FLOOR PLAN & ELVATION A101 FLOOR PLAN Al 02 REFLECTED CEILING PLAN A201 ROOF PLAN A202 ROOF DETAILS A301 EXTERIOR ELEVATIONS A302 ENLARGED FRONT ENTRY AREA A303 ENLARGED PRO ENTRY AREA A304 PLAN DETAILS A401 WALL SECTIONS A402 WALL SECTIONS A501 ENLARGED OFFICE AREA PLAN. ELEVATIONS & DETAILS A502 ENLARGED RESTROOM PLAN, ELEVATIONS & DETAILS A503 ENLARGED PLAN, ELEVATIONS & DETAILS A504 ENLARGED DOCK PLAN, & DETAILS A601 INTERIOR ELEVATIONS A700 PARTITION TYPES A800 DOOR AND FINISH SCHEDULES A801 DOOR DETAILS F100 MERCHANDISE PLAN - INFORMATION ONLY F101 RACKING PLAN & DETAILS - INFORMATION ONLY F102 DESIGN CENTER / PRO SALES PLAN & DTLS - INFORMATION ONLY STRUCTURAL S001 GENERAL NOTES S002 SPECIAL INSPECTIONS S101 FOUNDATION PLAN AND DETAILS S102 ROOF FRAMING PLAN AND DETAILS S103 FRONT CANOPY PLANS S201 FOUNDATION DETAILS S202 FOUNDATION DETAILS S301 FRAMING DETAILS 3302 FRAMING DETAILS MECHANICAL MPD100 'MECHANICAL AND PLUMBING DEMOLITION PLAN M100 'OVERALL MECHANICAL PLAN M200 ENLARGED MECHANICAL PLAN M300 MECHANICAL SCHEDULES S M400 MECHANICAL DETAILS PLUMBING P100 OVERALL PLUMBING PLAN P200 ENLARGED PLUMBING PLANS P300 PLUMBING GENERAL NOTES, LEGENDS & SCHEDULES P400 PLUMBING GENERAL NOTES, LEGENDS & SCHEDULES FP100 FIRE PROTECTION PLAN ELECTRICAL ED101 ELECTRICAL DEMOLITION PLAN E002 ELECTRICAL NOTES AND DETAILS E003 ONE -LINE DIAGRAM ELECTRICAL E101 FLOOR PLAN - POWER E102 FLOOR PLAN - LIGHTING E103 FLOOR PLAN - DATA E104 FLOOR PLAN - FIRE ALARM E105 ROOF PLAN - ELECTRICAL E401 ENLARGED PLANS - ELECTRICAL E501 DETAILS AND SCHEDULES ELECTRICAL E601 SCHEDULES ELECTRICAL NIA SAt�IQ D Uig � G.l PED � o aE A A P :RNLI -f ISSUED SHALT_ F3 GO UGENSE TO pROCEED VVIT LANCE pAL,TER ORtSE-fS AUTHORITY -TO \1101ATE, THE TECHNICAL ASIDE ANY SHALL I`'SUANCE OF f�ERMIT PREVENT CODES > THE oFt SHALL OFFICIAL FROM THFREAFTE REOUIRING A 0O,' OR VIOLAION o ONS OFERROBTHIS CODE GONSTRUG SITE VICINITY MAP 5815 hstpark Drive T: 704.525.6350 F: 704.561.8700 www.I I t t I e o n I Ine.com Thi,r drawmgand the design shown are the property of little Diversi eerl�Iic%et3nzr£er�sniting. The repraclsrcizon, copying or o1 r use of this drawing nnthout their written consent is prohibited and any itfringexent;Pill be subject to legal action. @ Little 2016 FLOOR• D C-C'�OR �LT4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT Ll IL RA C vr ❑ r J N � N � Q W ❑ Z O W - W c) J R42 �W LL � Z ❑ �O LL 0 N U) N 'It 6 K. i V N6 i 0_ SEAL IT PROJECT TEAM PRINCIPAL IN CI LARGE, JR............................ . I'ROJRCT MANAGER JL............................ DRAWN BY JC ISSUE / REVISIONS NO. REASON DATE 1.L<llV .. [1l..ITV ......... . . • ...... . • 02-03-16 2 1DDENDUAl 2 PE10,1l7 .. ... 'IVS 04-13-16 Ol KEV* IO NEB SIS ASf1DDENDUt17 1 BID .. , .... 04/14/16 OIVISIONS 1 OIFNEK 1M,I/1S10NS . . . . . . . 05-31-16 .......................... .......................... INDEX SHEET AS -IS PROJECT 121-5505-00 I M411 WA R. FOR CONST. , 03.23.16 AOOO 0 a Q. 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Lim ��\ _uy -- .,.,«.,,..r.......ull �. . K •"' d° ,IQ a •F' I O r I '` y ' / JF' PLAN ..,-..0O i ll t 48"r CLE�R,t1F�DTH'o-'. „M . , 4, . , „� w. _ „ � W A 13.�1 IF + ° l 9 ! 28' 3.r s 3.: 41' ` d r 1,: 1'r 1�r I 25'-112 18'-4- \ i " `� •�a' .� � s A e "� � 1S 42 ~.-,�_ 20:_�:r 6'-18 20'78 I 24.08 4' , . 3 ',o�, • � �` .r � . 4x5 5 5.1 6 7 s. :J" 2 2r4 2,9 3 2 _I 3.8 4 KNOX BOX LOCATION DEGRESS PLAN 1 SCALE: 1/16 = 1'-0” TOTAL HEATED TENANT AREA UNDER ROOF IS 62,432 S.F. .......... w r, Z% CLASSIFICATION of COMMODITIES 1 THE BUILDING IS CLASSIFIED AS A NON SEPARATED MERCANTILE OCCUPANCY 2 THE TENANT WILL STORE CLASS 1 -III COMMODITIES AND GROUP A PLASTICS 3 THE STORAGE CONFIGURATION WILL NOT BE HIGH PILED STORAGE. 4. NO COMMODITIES ABOVE 12'-0" AND NO PLASTICS ABOVE 5'4". FIRE EXTINGUISHER NOTE 1. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) IN ACCORDANCE WITH: A TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL NOT EXCEED 75 FEET. B. FIRE EXTINGUISHERS SHALT. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. C. FIRE EXTINGUISHERS SHALL BE CONSPICUOSLY LOCATED WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF AFIRE. PREFERABLY THEY SHALL BE LOCATED ALONG THE NORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREAS D. THE TOP OF THE FIRE EXTINGUISHER SHALL BEAT 42" A.F.F. E. G.C. TO COORDINATE WITH FIRE MARSHALL. EVACUATION MAP 1. F&D TO PROVIDE AND THE G.0 TO INSTALL AN EVACUATION MAP IN THE BREAK ROOM AND TRAINING ROOM. MOUNT TO INSIDE FACE OF DOOR. 2. THE MAP SHOULD BE INSTALLED BEFORE THE MERCHANDISE INSTALL DATE. 3. PROVIDE MAPS IN OTHER LOCATIONS ONLY AS REQUIRED BY LOCAL JURISDICTION. KNIS10t,84 1 www.IIttIeonIIne.com 1 his drawing and the design sbown are the propery of Little Diversified Architectural Consulting. 1 he reproduction, copying or other use of this drawing without their written consent is prohibited and any i� fringement will be subject to legal action. n Little 2016 FLOOR DECOR 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 CODE / LIFE SAFETY PLAN 121-5505-00 SUE / DATE SHEET NUMBER FOR I r, v PRINCIPAL IN CI IARCE JR 1'It0JLC'I' NIANACLR JL .................. DRAWN By JC NO. 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I !, r 9 I /\ I ✓s I /\ ! , X ! /O ; 62p} , , €it,,<, § / $ 1 \ / 11✓ V' ... x,a �E >« A :. ! •' i I $i ,, •I' ih > ! 1 a x _7 -. 1� la'•:._,lbar®lr .> I x I I x:, "� Y ,#a $> �a� �® �$'..:"�tw w£� .°j t.,s `Ex«.•--'!. 1 € e P y! w.w..+..rr...u....i..w_.r_.r.>..rW::.,,rruu ...,......,yY "`u ..«wxr.t r...w-.,:w w, ..wae>»..w"+..:,uwuuueti. . ..•aa� rw,....r .w.,.,.,.::..u,w»..... ��" !ft• .+£ € .n ...«,..,..,+w,.....wW r.0 �.,>a, .µ L �ya,>y: ®.......„. 4 f •..+.>yu �a [. X Ix ,''.�.... ...._':... 1""I ,/!✓sl ii/ 'i.a ,f...._...�:a...•..,".!iL .!:..,.....E..._°5:...., ".;4', .,,...''� �ir'��r',..« I 4 E <..$ ._,.._,d s SEE CIVIL PLANS OVERALL SITE PLAN SCALE: 1/16"-1'-0" �-- /IX X,IX ,, X, �IXI'�'X rK! /, ! /°'a !/ g...r• % ✓'r,wd✓�eEt E J e , /"', ti / ! ✓, II/ XIXIX X !/ �!/ �1 ,' i 7 '. /�.I/a I/I/,/�I/I semv As i' a r #r � a . d,a . XP /I SI} ! !�✓1 /1�,,+1�lI IX\IXI ,!1XI ✓ e £ ✓ /� , /� /v / a✓� ' /wy t .�. ®. ° g t®/V`®X % �l 1�r /°✓' tg,®�St/ //I aIX, >{' �'ti�lXI / IIIX t m_ % I % ! %w I I�•.PiX I ��'a1 ✓ ✓ ����1y � `�• I %0� j E �� � ray �rr t * � ��' � • ,�`Yy Xw'> ,ye < fx ,,� + !"aa` 1 JI4r'•"""",�Iy:w..»>. lytEaa•t J^' 9,-.nrMAY A ,,astuwR'"y.sl. ,. 1 j _.....w�.,.,w,w��w-..�,.�.�,.M.,.�....���._.w.:�._-._•w_W_.w.....-�..._._._,...�-...._�..�w.�..._ _...�w_._...w___�-w A ,� ' - ' I r ! DESIGN ! I CENTER €� x �rr✓A,-s v 1 � ftp' � .P'� :; Zvi '- �� I �� I I `a .._ �'� esiii>i� /°�,,.,,.,.:�'_,. €• s q� 101 .. 4y ! i � i i i i i — =1------ — E -------- ------------ --------- - ,.. I. __�tr _ __ _.___ E w�cn ------------ ,,, r,n,u:r•w �n www—:•r vwx.....w w..» ,. W , X j FLUSH C1{1� B CONDITION ATjIENTRANCE „ 1 ' 't 1 1 6, 18„ ! 20'-78 I ! 1 2q _ 8:. / 25:_118:: , 18'-4, I Via, 31 92 2.9(3)_ 3 A,5) 3.8 4 475 5 5.1 6 ,YIyo' Via;:;:,. Q -1- i N ti g 7 SITE PLAN GENERAL NOTES 1. PROVIDE A FLUSH CURB CONDITION ALONG FRONT OF BUILDING IN FRONT OF CUSTOMER ENTRANCE. LEGEND = HEAVY DUTY ASPHALT. = CONCRETE PAVEMENT <..,..•A STRIPING STANDARD STRIPING COLOR SCHEDULE :, `. 11�£ k� I" 141 :; -1 1 Imo;; ;� � � � � a, PARKING STALL WHITE LETTERING "NO PARKING" RED STOP BAR WHITE ACCESSIBILITY SYMBOL BLUE / WHITE SYMBOLS ACCESSIBLE LOADING BLUE LOADING ZONE YELLOW DIRECTIONAL SIGNAGE WHITE CENTER LINE STRIPING WHITE NOTE: ALKYD -READY MIXED, RAPID DRYING TRAFFIC PAVEMENT STRIPING. DRY FILM THICKNESS MINIMUM OF 4 MILS. �.� W 0 Z rr� VJ j>> 00 LL z x N N .....www•. ,..—.,ww .t=.t eb �, ,rA :E •� as 't• �• ® ,� 4D[ • � � � t�r `1. � ., .. •3 ° .X� ��,.�. � A- — , o �. •- .—� .— -. -'s— =A PKINCIPAL. IN C111RGL' JR ........................................ 111Z0JEC,T P,bANAGUR JL .........I.............................. DRAWN 13Y JC Vr REASON DATE 2 AllDENDUAI 2 ............ 04-13-16U •� n of . �,i, ',s$ • � C1 � '� d I (/NE'R BE' VISI0N3' 1 RE VISION 1 01!?NER BEI, 1/1131 ONS SEE CIVIL PLANS OVERALL SITE PLAN SCALE: 1/16"-1'-0" �-- /IX X,IX ,, X, �IXI'�'X rK! /, ! /°'a !/ g...r• % ✓'r,wd✓�eEt E J e , /"', ti / ! ✓, II/ XIXIX X !/ �!/ �1 ,' i 7 '. /�.I/a I/I/,/�I/I semv As i' a r #r � a . d,a . XP /I SI} ! !�✓1 /1�,,+1�lI IX\IXI ,!1XI ✓ e £ ✓ /� , /� /v / a✓� ' /wy t .�. ®. ° g t®/V`®X % �l 1�r /°✓' tg,®�St/ //I aIX, >{' �'ti�lXI / IIIX t m_ % I % ! %w I I�•.PiX I ��'a1 ✓ ✓ ����1y � `�• I %0� j E �� � ray �rr t * � ��' � • ,�`Yy Xw'> ,ye < fx ,,� + !"aa` 1 JI4r'•"""",�Iy:w..»>. lytEaa•t J^' 9,-.nrMAY A ,,astuwR'"y.sl. ,. 1 j _.....w�.,.,w,w��w-..�,.�.�,.M.,.�....���._.w.:�._-._•w_W_.w.....-�..._._._,...�-...._�..�w.�..._ _...�w_._...w___�-w A ,� ' - ' I r ! DESIGN ! I CENTER €� x �rr✓A,-s v 1 � ftp' � .P'� :; Zvi '- �� I �� I I `a .._ �'� esiii>i� /°�,,.,,.,.:�'_,. €• s q� 101 .. 4y ! i � i i i i i — =1------ — E -------- ------------ --------- - ,.. I. __�tr _ __ _.___ E w�cn ------------ ,,, r,n,u:r•w �n www—:•r vwx.....w w..» ,. W , X j FLUSH C1{1� B CONDITION ATjIENTRANCE „ 1 ' 't 1 1 6, 18„ ! 20'-78 I ! 1 2q _ 8:. / 25:_118:: , 18'-4, I Via, 31 92 2.9(3)_ 3 A,5) 3.8 4 475 5 5.1 6 ,YIyo' Via;:;:,. Q -1- i N ti g 7 SITE PLAN GENERAL NOTES 1. PROVIDE A FLUSH CURB CONDITION ALONG FRONT OF BUILDING IN FRONT OF CUSTOMER ENTRANCE. LEGEND = HEAVY DUTY ASPHALT. = CONCRETE PAVEMENT <..,..•A STRIPING STANDARD STRIPING COLOR SCHEDULE reproduction, copjing or o1ber use of this drawing wilhoul their written consent is probibiled and ary ITEM: COLOR: PARKING STALL WHITE LETTERING "NO PARKING" RED STOP BAR WHITE ACCESSIBILITY SYMBOL BLUE / WHITE SYMBOLS ACCESSIBLE LOADING BLUE LOADING ZONE YELLOW DIRECTIONAL SIGNAGE WHITE CENTER LINE STRIPING WHITE NOTE: ALKYD -READY MIXED, RAPID DRYING TRAFFIC PAVEMENT STRIPING. DRY FILM THICKNESS MINIMUM OF 4 MILS. SITE PLAN KEYED NOTES O NEW CURB AND GUTTER AT NEW LANDSCAPE ISLAND. SEE CIVIL DRAWINGS. O NEW FIRE LANE STRIPING �3 NEW PRO LOAD PARKING SPACE STRIPING 4� NEW HANDICAP RAMP O NEW RAMP O COMPACTOR AREA TO BE REPAIRED AND LEVELED O7 NEW STAINLESS STEEL GUARDRAIL. SEE DETAIL 2/A100 O NEW CONCRETE AND/OR ASPHALT O NEW RETAINING WALL QL_L_ a a FI Al CONNECTION DETAILS 40 - --.4, ♦ r I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i—r— TFCo CAST ALUMINUM 1 I 1 1 BASE FLANGE #TBF-1.2 1 1 r i WITH TWO (2) 1/2"0 1 1 STAINLESS STEEL ANCHORS r � NOTES 1, Railings shall be 1 1/2" Schedule 40 aluminum pipe alloy 6105-T5, ASTM -B-429 or ASTM -B-221. Posts shall be 1 1/2" Schedule 40 aluminum pipe of the same alloy. Post spacing shall be a maximum of U-0". 2. Guardrails and Handrails shall be designed to withstand a 200 Ib concentrated load applied in any direction and at any point on the top rail. 3. Posts shall not interrupt the continuation of the top rail at any point along the railing, including corners and end terminations (OSHA 1910.23). The top surface of the top railing shall be smooth and shall not be interrupted by projected fittings. 4. Concrete anchors shall be stainless steel type 303 or 304 and shall be furnished by the handrail manufacturer. The anchor design shall include the appropriate reduction factors for spacing and edge distances in accordance with the manufacturer's published data. 5. Aluminum surfaces in contact with concrete, grout or dissimilar metals will be protected with a coat of bituminous paint, mylar isolators or other approved material. REVISION �2GUARDRAIL DETAIL SCALE. 3/4 1 0 www.littIeoIn ne.com This drawing and the design shown are the pesj litecturerl C'onsrrltirt , The a Ilttle lliversi edArc{ f reproduction, copjing or o1ber use of this drawing wilhoul their written consent is probibiled and ary infringement will be subject to legal action. Little 2016 FLOOR,Av DECOR W..N. 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 'PROJECT r r— 0 �A i Al N M W N r-, W ❑ Z wO ILLI U i �.� W 0 Z rr� VJ j>> 00 LL z x N N SEAL cl 4D[ • � � � t�r `1. � PROJECTMid PKINCIPAL. IN C111RGL' JR ........................................ 111Z0JEC,T P,bANAGUR JL .........I.............................. DRAWN 13Y JC NO. REASON DATE 2 AllDENDUAI 2 ............ 04-13-16U I (/NE'R BE' VISI0N3' 1 RE VISION 1 01!?NER BEI, 1/1131 ONS 05-31-16 .......................... .......................... .......................... ................. I........ .......................... .......................... .......................... OVERALL SITE PLAN INLINE PROJECT 121-5505-00 -• FOR CONST. Al 00 03.23.16 ,/�` 1� Q ca N 13 J LL K•1 A, W ENLARGED PUMP ROOM PLAN SCALE: 1/4" = V-0" 3/A301 \ _49- � 3/A101 / 1 36' 0', 1 45'-0" 45'-0" 1 C/ I C/ 2r-11 zz'_s' zz'-s° zz'•s 9 6 7 2 a' 1 I I o T I 41'-3 " FLOOR PLAN GENERAL NOTES 1. CURING AND HARDENER- SEE SPECIFICATIONS FOR CURING PROCEDURE AND MATERIALS REQUIRED FOR CURING AND HARDENING OF INTERIOR AND EXTERIOR CONCRETE SLABS. 2. CONCRETE SLAB JOINTS- SEE STRUCTURAL DRAWINGS FOR TYPICAL CONCRETE SLAB JOINT LOCATIONS, REINFORCING AND DETAILS FOR THE FOLLOWING: A. ENTRY VESTIBULE B. TRUCK WELL C. SIDEWALK 3. MISCELLANEOUS WOOD BLOCKING- G.C, SHALL PROVIDE ALL NECESSARY F.R.T.WOOD BLOCKING OR METAL F.R.T. STUD BLOCKING FOR ALL WALL SUPPORTED DEVICES, I.E. ACCESSORIES, PANELS, EQUIPMENT ETC PER THE DEVICE MANUFACTURER'S RECOMMENDATIONS. 4. BUILDING SERVICES AND EQUIPMENT UTILITY DROPS- THE LOCATIONS OF ALL UTILITY DROPS INCLUDING FIRE, ELECTRICAL, PLUMBING ETC. MUST BE WITHIN 18" OF OF DOOR OPENINGS ON PERIMETER ALLS INSIDE THE BUILDING. NO LOCATIONS OF UTILITY DROPS WILL BE ACCEPTED OUTSIDE OF THESE AREAS BEFORE RACK SYSTEM INSTALLATION. 5. EXTERIOR AND INTERIOR PIPE BOLLARDS TO HAVE RED COVERS. POLYPROPYLENE COVERS BY -IDEAL SHIELD. 6. 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TO COORDINATE ELECTRI 'AL WITH FIXTURE SET-UP CONT CTOR s µa a11t F aalj✓15141;` "8;-6-" 8'-0" SEE NOTE 4.0 I I I �oz6 I DESIGN I A" CENTER r I 11 F 1 a 8 1. - ��. drS � s Y L .~nm1 �,1 iNti mmi , �L dPRO .It aU.:fa 'a I 3 I .;EE NO (E 3.0 ,LES a i 6.-.' a `2/ 302 �''• ! � s3 --U' a-' d=tiN �!J�II =�V" 4 >-71 :1104 102 r - cEN!,> --------II„ai„_•i8' I ,x _----------------- 14A i(IR NI .«raTY I ,or � I Will X an I a I 1 20 � li iii!!rr! r ; P,� � 1 � a , { �. s � 1.: � a r �1„ t a "v 1 1,�, ' - t `��:>,:,I 1- �~ :$'...~^1i � � ( x„ � i� � 1 i � �' � 20 I M.,...� _ m nM _ 103 � 102A ,�, �_x�_ ..��,:, .€,� « awa„w,�.,�,. enc eont�D .._.,..:: ��enr:T I Il iv I rnH <�' _ :.w_� I 1 �- _ ", „, w.-__„-'.�...;w.rw. w � ,>T.,.r�.... � � )� ��'rrlllll�� .t', 101 IT _ ..._..:,. ..._ Z. rm(rrmn�anrr. aiiarst oar�rri ,nw trn _ E N � �I(x . � 4 Y 'j;:• 1 ! ^ N I.. 4 I � �2 P =N G CD 4 ;Ma ai "ov' >�,;�' �. Ixa• 16 -�--- 101 III------- - - - - Ix -v I '4 . m. •N � ,i +$ 1�� :t < .,� •, 'I' ' ' o I 1 �/' '�,, _v _. .,.,- .........:.... ~,..,.,~..,,.. ,..,..� ._.. « .,.",..,..,, ..,. .....,,,,, I r. ..<_.,x.,� .. aa.,, •�: .....,..,.. ,,.,, ...._......,..,.< ..,,., _..,...... ,~.g .,... _,_..,,,,..,,.....,, .�. � I 1 W----- - - - - - - - - - ="="------- -- _ ?+:i '� © IA Y :ria `� - ......_ - •_ - - - - - - - - - - T F3' -°I' y '` --- - - - - - -- - - - - - e. 41 I' v , 12 . . » , a . ' a: •, ' x j, I 1..�:: 9, 28 0:1 ' �` d ' 5'- / 18 42 W-0,3" 0.18 20 �8 24 - g 25'_11$' 18--4]f" - 2 2.4 2.9 3 3.8 4 4.5 C5 Y5.1 6 () TENANT FLOOR PLAN SCALE: 1/16" = V-0" Nz 1 TYP. raiffim=ME a, 4.4 FLOOR PLAN KEYED NOTES 1O YELLOW LOADING ZONE STRIPING w/ YELLOW NO PARKING LETTERING TO MATCH EXISTING O2 60"W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS) O3 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD AT PROPANE STORAGE CAGE - REFER TO DETAIL 3/A504 O EXISTING ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS. O STEEL COLUMN, TYPICAL - PAINT PER DETAIL 1/A800 60 EXISTING EXTERIOR DOWNSPOUT O EXISTING CONCRETE STAIRS AT EXTERIOR DOORS 8O EXISTING GAS METER 90 EXISTING TRANSFORMER 10 EXISTING DOMESTIC AND FIRE RISERS - 11 NEW FLUSH CURB CONDITION - SEE CIVIL 12 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB 13 NEW TRUCK WELL SLAB 5" REINFORCED CONCRETE SLAB AT FRONT SIDEWALK APRON 14 15 COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE ELECTRICAL REQUIREMENTS. 16 INFILL EXISTING OPENINGS WITH 60OS162-43 METAL STUDS @ 16" OC WITH AN EXTERIOR STUCCO FINISH. 17 COMPACTOR AREA TO BE REPAIRED AND LEVELED, 18 NEW RETAINING WALL. 19 NEW DOCK LEVELERS. 20 EXPOSED CMU / TILT PANEL TO BE PAINTED UP TO DECK -SEE SHEET A601. 21 RELOCATED EXISTING LADDER, CAGE, AND HATCH. 22 PUMP ROOM UTILIZING 8" CMU WITH METAL SHED ROOFING -SEE SHEET A301. O2 EXTEND TEND EXISTING FDC THROUGH NEW 8 CMU. 3 l U#f �k`e"a+t l '1''13aF-<a,r,,,`,F'• + . �1=,. I,.sl 1` ' ' I I, i B? ai `fora REFER TO A500 SHEETS FOR ADDITIONAL INFORMATION z ENLARGED OFFICE PACKAGE PLAN SCALE, 1/8 = V-0" REVISION 5815 Westpark Drive Charlotte, 704.525.6350 F: 704.561.8700 www.IIttIeonIIne.com This drawing and the design shown are the property of.Little Diversoed Architectural Consulting. 1 he reproduction, copying or other use of this drawing without their written consent is pfvhibited and any infringement will be subject to legal action. @ Little 2016 FL9"m D. C R .W_44 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT N co N Q W ❑ �zLLJ 0 -, LU U 0� •��L I' W LU F .1 O Z VJ ®0 LLQ z N U) N �. (q��� • Vii: tt./ • � � �:� W7vl �4. .Xs PROJECT PRINCIPAL IN CHMWE JR PROJECT' MANAGER JL.................. D1U1WN BY JC NO. REASON DATE AUDL,NUUM 2 PLUY71"1' 04-13-16 O11�1VEItI{EVI,S'IONS 1 AUUI NUUNI t BIU 04-13-16 011 N1: K HG 6 ISIONS 1 Rfr 1ILSIUN 1 05-31-16 ONi, RL,' liIS101VS FLOOR PLAN PROJECT 121-5505-00 .. FOR CONST. Al 01 03.23.16 .0 C, - L0 L0 cV ti r o` CV c FIN M 1 �17 CV 0 ¢I C*7 € (y) .. I J u -E 0 CQ L LL O c- 0 O c") (y). (0 0 U O 06 O 0 LL I ,- SPACE BAR, OR OTHER SUITABLE SYSTEM TO KEEP PERIM. 0/z COMPONENTS FROM SPREADING 4 APART (REGARDLESS OF LENGTH WIDTH) ZONE 2 TREATMENT OF CROSS 8„ $ RUNNERS, MAIN RUNNERS, AND WALL CLOSURES AT TERMINAL ENDS ACT - HANGER WIRE PERIM. DETAIL 2 SCALE: 1 112" = V-0" SUPPLEMENTAL 12GA. HANGER WIRE AT EACH CORNER OF FIXTURE DIFFUSER ATTACH AIR TERMINAL TO CEILING GRID ACT PANEL 4 ACT - AIR TERM. ATTACHMENT DETAIL SCALE: 1 1/2" = 1'-0" 10'-0' 8-/18GA METAL STUDS _ T.O. STUD ® 16" O.C. (TYP.)- 4-110 TEK SCREWS AT EACH STUD INTERSECTION 3 5/8" STUD BLOCKING BETWEEN �CLG. HEIGHT Y EACH STUD 5/8- DRYWALL (TYP.) 5/8• DRYWALL (TYP.) BATT INSULATION (TYP.) 6"/18GA METAL STUDS 0 16" O.C. (TYP.) GYP. BD, CEILING DETAIL SCALE: 1 112" = V-0" F.11 z E 12 GAUGE HANGER WIRE PERIMETER 6 SUPPORTS, TWO ALTERNATIVES: 1) 12 GA. HANGER WIRE ANCHORED TO STRUCTURE ABOVE AND HUNG 10' VERT. +/- 10DEG. A MAX. OF 8" 6 FROM THE PERIMETER WALL 8 2) 12 GA. HANGER WIRE ANCHORED TO PERIMETER WALL ATTACHMENT TO GRID MAY BE WITHIN 8" FROM THE $" WALL- ATTACHMENT WIRE MUST NOT EXCEED A 1/16 SLOPE (10 DEG.) 6ACT - PERIM. WIRE TIE DETAIL SCALE: 1 1/2 - 1 0 DIA. EYELET SCHOOL 2GA. HANGER WIRE MIN. 3 TIGHT FULL TURNS IN 3" AT END OF WIRE RUNNER ACT - HANGER WIRE TIE DETAIL SCALE: 1 1/2" = V-0" SUPPLEMENTAL 12GA, HANGER WIRE AT EACH CORNER OF FIXTURE 71_7 LIGHT FIXTURE-20LBS OR LESS ATTACH LIGHT FIXTURE TO CEILING GRID ACT PANEL 8 ACT -LIGHT FIXTURE ATTACHEMENT SCALE: 1 -3, MAIN RUNNER HORIZONTAL RESTRAINT SHALL BE Ef :2.05MM WIRES SECURED TO THE MAIN RUNNER WITHIN 2 IN. (51 MM) OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER, AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12Ff (3.7 M) CENTER IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4FT (1.2M) FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. THIS HORIZONTAL RESTRAINT IS NOT REQUIRED FOR ROOM SIZES LESS THAN 400 SQFT ( 37.2 SQM) WHERE SURROUNDING WALLS CONNECT DIRECTLY TO THE STRUCTURE ABOVE. 9 SUSPENDED CEILING SEISMIC DETAIL SCALE: 3" = 1'-0" cr cr Q 22'_8Q :: � 22' fi" 22'-6" 29'-2B" 1 � 1 If 31' 6" # LAY -IN LIGHT FIXTURES < 10 LBS ONE WIRE TO STRUCTURE (MAY BE SLACK) 10 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) > 50 LBS SUPPORTED DIRECTLY TO STRUCTURE WITH APPROVED HANGERS AIR TERMINALS < 20 LBS POSITIVE ATTACHMENT TO GRID 20 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) 50 LBS SUPPORTED DIRECTLY TO STRUCTURE REFLECTED CEILING PLAN NOTES 1. THE SALES FLOOR CEILING WILL BE OPEN TO DECK. ALL MECHANICAL, ELECTRICAL, AND PLUMBING PIPING, CONDUITS, DUCTWORK, AND HANGING SYSTEMS FOR THESE ITEMS, ARE TO BE PAINTED WHITE WITH WITH DRYFALL PAINT. ALL EXPOSED STRUCTURAL, JOIST GIRDERS, BAR JOIST, BEAMS, AND DECKING THAT WILL REMAIN EXPOSED ARE TO BE PAINTED WHITE (PT -2). 2. BREAKROOM CORRIDOR, VESTIBULE CEILING TO BE Z-0" X 2'-0" ACOUSTICAL CEILING TILE SYSTEM WITH 2'-0" X Z-0" LAY -IN FLUORESCENT LIGHTING. 3. RESTROOMS CEILING TO BE 518' GYPSUM BOARD OVER 8" METAL STUDS (w/ FLUSH MOUNTED FLUORESCENT LIGHTING BOXES) SEE DETAIL 5(A102). 4 CASH ROOM CEILING TO BE 5/8" GYPSUM BOARD OVER SECURITY MESH ON 8" METAL STUD FRAMING (FLUSH MOUNTED FLUORESCENT LIGHTING BOXES) 5. FOR INTERIOR FINISHES SEE FINISH SCHEDULE NOTES ON SHEET A800. 6. SEE ELECTRICAL SHEETS AND VENDOR'S MANUFACTURER'S INFORMATION FOR LIGHT FIXTURE TYPES AND HANGING DETAILS. ALL SALES AREA HIGH BAY FLUORESCENT FIXTURES ARE TO BE MOUNTED AT 16'-0" A.F.F. UNLESS NOTED OTHERWISE. LIGHT FIXTURE MOUNTING HEIGHTS 1. ALL Al2 LIGHT FIXTURES IN THE WAREHOUSE ARE TO BE MOUNTED AT 18'-0" A.F.F. RCP LEGEND �DW LED FIXTURE GYPSUM WALL BOARD A24 2X4 LED FIXTURE . .. . • 0 LED EXTERIOR FIXTURE AE24 2X4 LED FIXTURE BATTERY B/U ACT -ACOUSTICAL REFER TO E102 FOR LOCATION ) D �J DOCK LIGHT FIXTURE CEILING TILE 2'-0" X 2'-0" W1 I LED EXTERIOR WALL A30 2X4 LED FIXTURE WASH FIXTURE SUPPLY AIR DIFFUSER W2 ��-T�77�� L� LED EXTERIOR WALL vh;�j 2X4 LED FIXTURE (BATTERY B/U) WALL FIXTURE RETURN AIR GRILLE REFER TO E102 FOR LOCATION P/D POWER / DATA DROP 2 2X2 LEXD FIXTURE ® LED EMERGENCY EXHAUST AIR GRILLE FIXTURE -RED LETTERING C 4FT SURFACE CEILING m LED EMERGENCY Al2 2X2 LED FIXTURE MOUNTED LED FIXTURE FIXTURE -RED LETTERING CW 4FT SURFACE WALL LED EMERGENCY 2X2 LED FIXTURE MOUNTED LED FIXTURE 12 (BATTERY B/U) FIXTURE -RED LETTERING REFER TO El 02 FOR LED MOTION LIGHT ER LED EXTERIOR EGRESS LOCATION WALL PACK LIGHT FIXTURE NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND INSTALLATION AND WARRANTY OF ALL OWNER FURNISHED LIGHTING AND CONTROLS MATERIALS. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. UNUSED FIXTURES MUST BE PALLETIZED AND RETURNED TO VENDOR PRIOR TO THE C of O, 2. ALL A24, AND A30 SALES FLOOR LIGHTING TO BE MOUNTED AT 18'-0" A.F.F. I ( n 4 11 4 14-0 I a 1 - �o 27'-3" 20'-0" 20'-0" 20'x0" 20'-0" 20'-0" _ 20 -0" 20--0" 20'-0"2U`=0� 27'-9" 19'-1" I 18' 7 18'x11' 19'-7", ;j 19' 6" '19'-3" 1 r - 19'-7" 8'- 45'-Q" H T CD 1 i 3 ; <L CD a 1 0 I c0 I ' CL41�ES3T#}RY N rz q ... i .. 8 0 =L-11 0 i I zo' D° zo'-o° 20' 0" 20' a° 20'-0"►I-1� 70,. 16'-a" ® z�' o I J . Q , 1 ! Ir CA 00 U Z/ 4- ,N IsI :. v:• '. -.. .. r f1 'a /I - h x, x Ix I I/I,'r " -1 t _'� ; : ,. ...�.M::I _ .�M..,mxi i,°�yJ�r O ,✓ „`,if�iJ'/'�. g o I o s `J 1 s t r f i ----- /1,31< I I `I 4 1 I o 4,/ t/ Vit/ XXX tl/' ��/ `I' h { d �+ J1 *, �%� I , 'ti X I I °b o'!' . 1" - 1, I 1 I Q l IIL�i /" 1i` :tri I � / 4� h e j , IJ I �. >,� " . -. I E€Sf,_/.J j .I ..r L'__.. 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Y \ Y s h r- �t S �o 9 O 'g�,,. t zJ C k ;>✓� Ifi4°h, s5y, y' `". / ,€ `i �g! 1 ! € `:a i 31 °h ,✓l7 : 20'-0" 20'-011 20'-0" 14 8 15'-0" 151-01.u '15'-0" - ._._. ! F N I FN nmi p 1;CD _- - " 26' 7 18' 0" 0CD Plujj l I V 1V 1 1 L m { ! 15'-01, 15'-0" ` 25'-7" 17 -----------------°-- ----CEO-----` --- --�-m y I i r J I I g . waxm,w.ww.z - Nz ' y ! -11" 9'-0" 9'-0" 9'-0" 19 0„ � 0' 0 0 o I o 0 0 1 11 o a o� _`�0 ( �( A.,w..,,�g ;€: W- # _ __--- ---- I 4r-'jo ._ m--- -- TZ - � IT f- - - - - - - - - �_.._ - _ � 3/A02 1 1! I I y„ 28 J ! 36.-0" 45•-0" 78 42' 20'•6$" fi'-18" 20'-78" 24'-O8" 25'_718" 18'1Ta" .33 37'-98" 41," 2) 9 3 €,5 3.8 4 4.5 C5 Y5.1 6 7 i BREAK ROOM 1 171 r d e W O O Ll J 113114EK R M o O j r / LEC. O O O W •cxuase€ N ;. \I .` L SII i E.Q. `=A.' N711 h s © 1zN I E.� r FOR PAINTING THE EXISTING DECK • :j AND STRUCTURE ABOVE BASE BID MEN: :' ENS X,`'• IS TO BE TOUCHUP O N LY.��� ' '106.• , v hi' F PROVIDE AN ALTERNATE TO PAINT a , EXISTING DECK AND STRUCTURE.; ROO o ® o _....._ © I V IDAT/ �w r A- µ ° ) O V1 .y ,s.. . ,.... � fl- � Ac, v � F`�.s� JANITO�a� o ROO, (``_ J M 107 ' co I I _ ® / r; 71 TRAINING f� €, eI �w s Ai B2 t y o t w • s / CIL ''• , -VA T. � AI :� ••11.2 •:•I QQ O 4 1 •y O r --MOR. CAST �I I 114 ROOM I ; : i ° t NSI I` •Ai_ LZ 71 LIGHTING SHIFT DUE TO FIXTURE PLAN d! REVISION j ENLARGED OFFICE RCP V REVISION 5815 Westpark Drive Charlotte, ACOUSTICAL CEILING SEISMIC NOTES 1. IBC 2012 WEIGHT LIMIT IS 2.6 LBS. 9 PROVIDE STABILIZER BARS AT ALL PERIMETER ENDS OF TEES TO 2. VERTICAL HANGER WIRES REQUIRED AT 4'-0" O.C. (12 GA.). PREVENT SPREADING 3 MAX. PLUMB OF HANGER WIRES IS 1:6 MAX. 10 LIGHT FIXTURES SHALL BE MECHANICALLY ATTACHED TO GRID 4. PARTITIONS MAY NOT BE ATTACHED TO THE CEILING GRID. 11 LIGHT FIXTURES SHALL BE ATTACHED TO STRUCTURE. 5 MAIN RUNNERS MAY BE INTERMEDIATE OR HEAVY DUTY 12 AIR TERMINALS SHALL BE ATTACHED TO STRUCTURE OR GRID- SEE 6. MAIN RUNNER AND CROSS TEE CONNECTION STRENGTH DETAILS THIS SHEET m � MIN. IS 80 LBS. 13 PROVIDE 3/8" CLEARANCE ON ALL SIDES OF SPRINKLER HEADS OR 7 PERIMETER ANGLE SHALL BE EQUAL TO OR GREATER THAN OTHER PENETRATIONS FOR SPRINKLER 14,0 7/8" WIDE HORIZ. Z 8. PERIMETER CLEARANCE AT WALL ANGLE AND WALL IS 3/8" LL Z 00N TO MAIN TEES AND CROSS MEMBERS. 2. ALL A24, AND A30 SALES FLOOR LIGHTING TO BE MOUNTED AT 18'-0" A.F.F. I ( n 4 11 4 14-0 I a 1 - �o 27'-3" 20'-0" 20'-0" 20'x0" 20'-0" 20'-0" _ 20 -0" 20--0" 20'-0"2U`=0� 27'-9" 19'-1" I 18' 7 18'x11' 19'-7", ;j 19' 6" '19'-3" 1 r - 19'-7" 8'- 45'-Q" H T CD 1 i 3 ; <L CD a 1 0 I c0 I ' CL41�ES3T#}RY N rz q ... i .. 8 0 =L-11 0 i I zo' D° zo'-o° 20' 0" 20' a° 20'-0"►I-1� 70,. 16'-a" ® z�' o I J . Q , 1 ! Ir CA 00 U Z/ 4- ,N IsI :. v:• '. -.. .. r f1 'a /I - h x, x Ix I I/I,'r " -1 t _'� ; : ,. ...�.M::I _ .�M..,mxi i,°�yJ�r O ,✓ „`,if�iJ'/'�. g o I o s `J 1 s t r f i ----- /1,31< I I `I 4 1 I o 4,/ t/ Vit/ XXX tl/' ��/ `I' h { d �+ J1 *, �%� I , 'ti X I I °b o'!' . 1" - 1, I 1 I Q l IIL�i /" 1i` :tri I � / 4� h e j , IJ I �. >,� " . -. I E€Sf,_/.J j .I ..r L'__.. J'_I'._ �N,«p u' .. ,....v„.N,�nw.wu-> .'W ••_.•-,. ,: J ' \ r1 a/ '� > /a < , I® r�J,.....a Ib, / /° /1\/ " :a {C. } .. •<A uT � ...:< g h p I/ , _I/ V / O ;,l'.., l _!, �' «, ®®.� yt`_' •^•'• - ,l «�f J - I f 1 I i r I ' I ' hl is f ! , I,, L - �J w:- _ _ I 6 o ' 1,1/3 / N 3, 41 T- X `ti,! B' . 7F,/' o � /F' /i1O s r° a/1 e'� ✓/a a !/` l �I I`1a�/� �� 1� I' I ' 1� (�kl•/$gam ,:'[ { }>d I ,I 9.g 1 I/ ° <. '`a / 't 1 ` .> .•.,t �m /I+o .,�4.�• "'�� X, I � �. I - .''' N a, V r ._ 1 `NJ/ X\1 ! ! I e { o s I i �� t t ✓ I %9 a r'7i / �"a `. /'J a /')j` r X %1- ���-�--• _ ,-..., cC 6 I x,� ; 12. i 1 ! I ®I ---__�.� �r-«., .:.... ,. r.�-.°%, if "».»,�•»> '� ��. _..& ':"' ,>€�lr -p � � t'., w3sl e ixxAG e. ao _'» I I .U'�2% `�•I� K .�2 , `� • ��, ... 13 ! ,T,> h I -_ �,/ I '�,t° }*.I �/ �I/ � `Rte ` o I i!- . � J *'• I ®-I CD - �, a _ �y.•:a.«,.,,.... �� Leh' .�._„ . _ ,.�„„,�.�1,.. w...........- :. - .-. ,_.._�.,`»a ?�e /�I'm € , €� I L. r ! h s��I ,* /� �� ?i� tom; .....<.-.,..,mu..,.....�.w....,,.�,w.:>:awaM�....•s...-....,:.:.,___....».,,M.,.,.._,..._.>„-:,.....:.«,.>.� uw.. - °'u�+:�ra�f?. ;a ,i7 J � < a '> t 4 I . w 1 " I °`,J ' .3 r I �1`�_ K" t"' 1'-4" 9' 11" 13'-3" 211 11' e1 d > 3 a X . `� ...._.•... c� N �' ® ® % < rl I ' /9! �Je w /1} (g `a F `ya /) \ ✓ �/ ��jf \ _p y__ _ __ o r/ K a ., .,. ,,, �'',. .., .+-•� �`.'t,.a ®,�� } '�`•:€ J �""e I/ t#>I �i. ! `'ala', \.. e `S a., _ 15N Ra/ ell-, 7117 �� ...., YV I 3! >w `� /'� . , ? • .l I", /E�w;�i" ti /' E� %I`°a ) ./I �,_ r maw I ��;) `� _er _!J� / s ui" ,tt yL! ,+ T - i 'i i , REFLECTED CEILING PLAN SCALE: 1/16" = V-0" / i R I € /t ". Y \ Y s h r- �t S �o 9 O 'g�,,. t zJ C k ;>✓� Ifi4°h, s5y, y' `". / ,€ `i �g! 1 ! € `:a i 31 °h ,✓l7 : 20'-0" 20'-011 20'-0" 14 8 15'-0" 151-01.u '15'-0" - ._._. ! F N I FN nmi p 1;CD _- - " 26' 7 18' 0" 0CD Plujj l I V 1V 1 1 L m { ! 15'-01, 15'-0" ` 25'-7" 17 -----------------°-- ----CEO-----` --- --�-m y I i r J I I g . waxm,w.ww.z - Nz ' y ! -11" 9'-0" 9'-0" 9'-0" 19 0„ � 0' 0 0 o I o 0 0 1 11 o a o� _`�0 ( �( A.,w..,,�g ;€: W- # _ __--- ---- I 4r-'jo ._ m--- -- TZ - � IT f- - - - - - - - - �_.._ - _ � 3/A02 1 1! I I y„ 28 J ! 36.-0" 45•-0" 78 42' 20'•6$" fi'-18" 20'-78" 24'-O8" 25'_718" 18'1Ta" .33 37'-98" 41," 2) 9 3 €,5 3.8 4 4.5 C5 Y5.1 6 7 i BREAK ROOM 1 171 r d e W O O Ll J 113114EK R M o O j r / LEC. O O O W •cxuase€ N ;. \I .` L SII i E.Q. `=A.' N711 h s © 1zN I E.� r FOR PAINTING THE EXISTING DECK • :j AND STRUCTURE ABOVE BASE BID MEN: :' ENS X,`'• IS TO BE TOUCHUP O N LY.��� ' '106.• , v hi' F PROVIDE AN ALTERNATE TO PAINT a , EXISTING DECK AND STRUCTURE.; ROO o ® o _....._ © I V IDAT/ �w r A- µ ° ) O V1 .y ,s.. . ,.... � fl- � Ac, v � F`�.s� JANITO�a� o ROO, (``_ J M 107 ' co I I _ ® / r; 71 TRAINING f� €, eI �w s Ai B2 t y o t w • s / CIL ''• , -VA T. � AI :� ••11.2 •:•I QQ O 4 1 •y O r --MOR. CAST �I I 114 ROOM I ; : i ° t NSI I` •Ai_ LZ 71 LIGHTING SHIFT DUE TO FIXTURE PLAN d! REVISION j ENLARGED OFFICE RCP V REVISION 5815 Westpark Drive Charlotte, 704.525.6350 F: 704.561,8700 www.IIttIeonline.com 1 his drawing and the design sbown are the property of Little Diaeri tied Architectural C'ortsulting. T be nprodudion, copying or other use of this drawing without their written consent is prohibited and any infringement gill be subject to legal action. © Little 2016 FLOOR I F DAdmIlkR WN 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT -I N m � N < �- W ❑ I- W.w U 14,0 Z ® 0 LL Z 00N N U) N6 1 SEAL ,•'�"'�. a lr� s ( .z Nita . r 9 `• ['ItINCIPAL IN C1IAROE'. JR PKOJL'CT:i NAGL.'K JL DRAWN BY JC NO. REASON DATE 2 ADDS NDUn12 UIFWM IiLI MSIONS 04-13-16 /\ U04=13-16 1 ADDLWDUM 'I 1311) UIi%NEI�'I�i31�IS10:VS ' ' lJlt%NLR'ItTsVIS10N�' ' 05-31-16 REFLECTED CEILING PLAN PROJECT• 121-5505-00 FOR CONST. A 02 03.23.16 �= W I E I R: w ROOF PLAN SCALE: 1/16" = V-011 ROOF PLAN KEYED NOTES 1 PARAPET WALL WITH COPING CAP- SEE DETAILS ON A202. O EXHAUST FAN SANITARY VENT O EXISTING ROOF TOP MOUNTED HVAC EQUIPMENT TO BE REMOVED AND REPLACED. O EXISTING ROOF HATCH TO BE WELDED SHUT. 5 EXISTING DOCK CANOPY. RELOCATED EXISTING LADDER, CAGE, AND HATCH. SEE DETAILS ON A503 COORDIANTE LOCATION WITH ESO AS NOT TO IMPACT EXISTING STRUCTURE. O PRO CANOPY - BY G.C. O GUTTER AND PIPING BY G.C., REFER TO PLUMBING. O EXISTING CORNICE TO BE REMOVED. A NEW PARAPET WALL TO BE INSTALLED WITH A NEW CORNICE. 10 EXISTING ROOF, PATCH AND REPAIR BY L.L. 11 STRUCTURAL ROOF PENETRATION. SEE DETAIL 11/A202 12 REMOVE EXISTING ROOF TOP UNIT. CURB TO REMAIN. ROOF PLAN GENERAL NOTES 1. REFER TO ROOF SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS FOR PATCHING ROOF SYSTEM. 2. GENERAL CONTRACTOR TO COMPLY WITHH ALL OCCUPATIONAL, HEALTH AND SAFETY REGULATIONS REQUIRED BY OSHA OR EQUIVALENT APPLICABLE CODES. ANY CONSTRUCTION REQUIRED TO MEET ABOVE STATED REGULATIONS SHALL NOT COMPROMISE ROOF WARRANTY. 3. ALL GAS PIPING ON ROOF SHALL BE PAINTED (SAFETY YELLOW) 2 COATS OF ENAMEL. 4. ROOF TOP EQUIPMENT LOCATIONS- VERIFY SIZE OF OPENINGS AND LOCATION OF ALL ROOF TOP MOUNTED HVAC EQUIPMENT WITH MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL REQUIREMENTS AND DETAILS. 5. ROOF PENETRATIONS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR ELECTRICAL, GAS AND PLUMBING PIPING. 6. FLUE AND VENT DETAILS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR FLUE AND VENT PIPE PENETRATIONS. 7. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO SPECIFICATIONS FOR ROOF WARRANTIES, CURBS, FLASHING DETAILS, ETC. B. THE ROOF SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS UNLESS APPROVED IN WRITING BY ARCHITECT AND STRUCTURAL ENGINEER. 9. REMOVE ROOF WASTE, EMPTY ADHESIVE CONTAINERS, AND OTHER DEBRIS ON A DAILY BASIS. 10. CONDENSATE PIPING AND GAS PIPING SHALL BE SECURED TO ROOF WITH PRE - MANUFACTURED SUPPORTS WITH ADDITIONAL ROOF MEMBRANE REINFORCEMENT AT EACH SUPPORT LOCATION. REVIS-101", 5815 Westpark Drive Charlotte, 704.525.6350 F: 704.561.8700 www.IIttIeonIIne.com This drawing and the design shown are the property of Little Divers�ied Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prvhibited and any infringement will be subject to legal action. © Little 2016 FL9"m• Fa_� 0 R 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 0 0 ❑ r JJ N W (� r.. W ❑ � L.1. 7� Z W [W, J LL W ® Z ��1 ❑ 3: L.L v) 00 Z 0r N � N 0 ml SEAL cf) ; .p PROJECT TEAM PRINCIPAL IN CI IARGE JR PROJEG'r MANAGER JL ................... ll1U WN BY JC ISSUE REMSIONS NO. REASON DATE A ADDENDUM2 • 04-13-1G 01VNEI� ISEVISIONS ADD1 NDUitiI t BID • 04-13-1G Z�s Ei 1�I3'IU1�T3' 1 KE VISIOIV 1 ... 05-31-16 Uit�IVEI� I�Ei 1�I3'ION3, ROOF PLAN PROJECT 121-5505-00 FOR A201 03 23 16 Q. co N r - CD N r C'7 cu r O c� co M J Ll.. 0 c CU U) L J H O U) 0 O M co co d' N L O U O L O O LL. n O O W n n n n n n n4.5 n5 5.1 bbl n RIGHT SIDE ELEVATION 4)_S_CALE- 3/32" = 1'-0" REAR ELEVATION SCALE: 3/32" = V-0" 8 P4 , 1 I I I 8P4 11 8 W1 TYP :� LEFT SIDE ELEVATION 14 SCALE: 3/32" = V-0" Zh 03 -- -- -- 15----------------------------------- — -------------- 14 / ------ ------ ------ FOR THIS ELEVATION, EXISTING EXTERIOR WALL FINISHES ARE TO REMAIN AS -IS. PAINT NEW PUMP ROOM WALLS TO MATCH. FOR THIS ELEVATION, EXISTING EXTERIOR WALL FINISHES ARE TO REMAIN AS -IS. PAINT NEW PUMP ROOM WALLS TO MATCH. EXTERIOR COLOR LEGEND OEIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 E1 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT - 2" X 8" X 16" 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL CI - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS ktVI510N www.IIttIeonline.com "Phis drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. n Little 2016 m LON= • D EC R W4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 �I N OA ' KEYED NOTES OSIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER <16 EXISTING DOWNSPOUT PROTECTION SEPARATE PERMIT - GC TO PROVIDE AND COORDINATE e__1_1 ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWING. 17 NEW 8" CMU WALL FOR PUMP ROOM � GC TO PROVIDE PLYWOOD BACKING FOR SIGNAGE. 18 PRE -FINISHED STANDING SEAM ROOF W/ 1 O2 AUTOMATIC SLIDING ENTRY DOOR - FULL BREAKAWAY GUTTER AND DOWNSPOUT O3 WALL MOUNTED LIGHT FIXTURE- REFER TO ELECTRICAL 19 RE-ROUTE EXISTING DOWNSPOUT TO DRAWINGS FOR SPECIFICATIONS. BY-PASS PUMP ROOM AND CONTINUE TO GRADE 4O EXISTING GUTTER AND DOWNSPOUT. 1 <0 RE -LOCATE RISER ALARM BELL AS O5 HOLLOW METAL DOOR REQUIRED O6 EXISTING ELECTRICAL SERVICE EQUIPMENT - REFER TO JL ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 1 OEXISTING PIPE BOLLARDS GENERAL NOT ES 8 O PREFINISHED METAL TO MATCH P4 NO. REASON DATE Og ADDRESS - 6" HIGH LETTERS PER LOCAL AUTHORITY 04/13/16 1. ALL SURFACES TO BE PREPPED AND/OR UIt�Nb'K KEiJISIUNS' HAVING JURISDICTION + PRIMED PER MANUFACTURER'S <1DDENDUlti1 1137D DE,N 1 . ......... ...... RECOMMENDATIONS. 10 PAINT ALL CONDUITS, GAS PIPING, ETC. TO MATCH 2• GC TO SUBMIT EXTERIOR FINISH SAMPLES AND SHOP DRAWINGS TO THE ARCHITECT 1 ADJACENT WALL NO EXPOSED CONDUIT ON FRONT WALL. 05-31-16 FOR APPROVAL PRIOR TO CONSTRUCTION. OII�1VEli liEi l�1SI0N5' 11 EXISTING METAL AWNING . 3. PROVIDE EIFS EXPANSION/CONTROL JOINTS .......................... PER MANUFACTURER RECOMMENDATIONS. 12 NEW OVERHEAD DOORS IN EXISTING OPENINGS - SEE SEALANT COLOR TO MATCH EIFS. DOOR SCHEDULES 4. ALL EXTERIOR PAINT TO BE A 3 COAT SYSTEM (1) PRIMER AND (2) COATS FINAL. 13 GAS RISER AND METER - REFER TO MECHANICAL 5. ALL COLORS AND MATERIALS MUST BE DRAWINGS CONFIRMED WITH FLOOR&DECOR PROJECT MANAGER PRIOR TO APPLICATION. <9>TRASH COMPACTOR DOOR <15>INFILL EXISTING OPENING TO MATCH ADJACENT REAR ELEVATION SCALE: 3/32" = V-0" 8 P4 , 1 I I I 8P4 11 8 W1 TYP :� LEFT SIDE ELEVATION 14 SCALE: 3/32" = V-0" Zh 03 -- -- -- 15----------------------------------- — -------------- 14 / ------ ------ ------ FOR THIS ELEVATION, EXISTING EXTERIOR WALL FINISHES ARE TO REMAIN AS -IS. PAINT NEW PUMP ROOM WALLS TO MATCH. FOR THIS ELEVATION, EXISTING EXTERIOR WALL FINISHES ARE TO REMAIN AS -IS. PAINT NEW PUMP ROOM WALLS TO MATCH. EXTERIOR COLOR LEGEND OEIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 E1 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT - 2" X 8" X 16" 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL CI - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS ktVI510N www.IIttIeonline.com "Phis drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. n Little 2016 m LON= • D EC R W4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 �I N OA ' N � 0 g° `,Q�!- 11ROJECT TEAM PRINCIPAL IN CHARGE JR ........................................ PROJU'CT h1ANAOE.1, JL ........................................ URA\C N by JC NO. REASON DATE LADDEi\'DU1142 2 04/13/16 UIt�Nb'K KEiJISIUNS' + <1DDENDUlti1 1137D DE,N 1 . ......... ...... 04-13-16 Oli�1VEK KLnT�ISIONS 1 05-31-16 OII�1VEli liEi l�1SI0N5' . .......................... .......................... ....................... EXTERIOR ELEVATIONS 121-5505-00 'SUE DATE ISHEET NUMBER °"s' I A301 I -' 03.23.16 A C. rn N w 0 N IZ a cr>?3 L U7 c� 0 c� I o DIE W 7-47�1 OI � I N I L 0 COL T COL �LO NO J ,� ENLARGED FRONT ENTRY ELEVATION SCALE: 1/4" = V-0" 2x2 POST - 96" HIGH RE. 1/A700 2x2 POST 36" HIGH ' RE. 1/A700 9 23'-102" 2x2 POST 36" HIGH— CENTERED ON WALL M I RE. 1/A700 HILTI X -U POWER DRIVEN FASTENER 24" O.C. INTO MASONRY A 10'-12" A 12'-0" . GUARD IL/ Q A a �� s� ?x2 POST ,I :`: 6 HIGH rE . 1/A700 45'-0" T.O. WALL _ 22'-0" > PARA[PET 14'-0 CANOPY FLOOR I CD 71 2'-5" < I ,�°� 2Y2, OST v� D 961° H i` H g$° RE/ 7.70 41 .;i 2 I' 7 ,PRO SALES _ I 104 � C,d o , 0o c0i ' I I I:� z ', M1 HILTI X -U POWER CD co DRIVEN FASTENER �i 24" O.C. INTO MASONRY AI FJ a " `tea` yje � A /DUPLEX OUTLET 6ND I>I i.i J cV HOSE BIB COORDiATr- t W/ ENGINEERING/, DRAWINGS. 4/A3 4 I. 15'-101.. t A, 2 , 8'-0" i 3/A4 < A0 I N - ❑ ° 51'01" o W -3 I 0 ` 45'- r 46 ' 2. 8.. &2/A(4, I I GUARDRAI ► IL • I, • . O co COL co )' L ,1�I q _ _ I.� �'� l ,,'i' _.M I. �— I . a' -----—=-----—— — — — — ———— — — — — —— --- — —— --1 < r l j� o 0 COL 1 ¢ COL ENLARGED FRONT ENTRY PLAN SCALE. 1/4 — 1 0 `4 tl i` 3 "'t P"3 I ft Y "0 1""" X err: +I I 0'-5" a I ...�'s�I �� z,,,.aw .: :rp �rn I ..'i• ..:.'.'.,..k—�'�"��^"^.°�.i"-. �'.,.ry.' i�.vrm. �.�}.:,Y�;.tz, �xwwz, �^�—W'.'''..^'s�.r'.w'..r......��.`SE���..'�c., �,x: 's;: .A t 5 i." i t"t'[e _� �� m a•^••. n__x » o•• �I q i C C E I lr.N I 1 I, \A s$' i, ✓ �I" '"' � -:a r �gw S iCG am LX W N .YY W E m q m m M a I FLOOR P1 O P4 www.IIttIeonIIne.com 1 bis drawing and lbe design shown are the firoperty of Little Diverrijied Architectural (-'onsulting. The FULL HEIGHT WALL -SEE SHEET A700 FOR without their written consent is prohibited and any infringement will be subject to legal action. PARTITION TYPE FLOOR • LOW WALL -SEE SHEET A700 FOR PARTITION TYPE 2233 LAKE PARK ODOOR DESIGNATION - SEE SHEET A800 #X PARTITION TYPE -SEE SHEET A700 P -X WALL FINISH (PAINT) TILE WALL FINISH (TILE) FRP WALL FINISH -(FRP) TILE FLOOR FINISH -PORCELAIN TILE CONC FLOOR FINISH -POLISHED CONCRETE 8O P4 VINYL BASE 00 LLZ r N u) N P1 > SEAL a �. • f� 4� EXISTING EIFS PROJECTall PRINCIPAL IN CI IARGE JR................. PROJECT' MANAGER JL DRAWN BY JC NO. REASON DATE OIt�. . IZ. [. !BIONS • 04 -O6 -1G 1 REVISION 1 O11�NEIiIiEf�LS'ION.S' 05-3146 F -- PRO ENTRY AREA PROJECT• 121-5505-00 \7\ CONST. A30303.23.16 14' 2 — ---: —(`=6m— — I. CO -3B.O. EXISTING EII'S E3 . P2 • •� E3 • 1030; 1d2Q �\ (y) 36" HIGH CONC. FILLE( FINISHE 40 PIPE BOLLARD W/ RE PROTECTIVE COVER, YP. -3 -1 EXISTING SPLITFACE BLOCK N DUPLEX OUTLET AND HOSE BIB COORDINATE N o W/ ENGINEERING o DRAWINGS. l a N REFER TO A301 FOR KEYED NOTES. / �LO NO J ,� ENLARGED FRONT ENTRY ELEVATION SCALE: 1/4" = V-0" 2x2 POST - 96" HIGH RE. 1/A700 2x2 POST 36" HIGH ' RE. 1/A700 9 23'-102" 2x2 POST 36" HIGH— CENTERED ON WALL M I RE. 1/A700 HILTI X -U POWER DRIVEN FASTENER 24" O.C. INTO MASONRY A 10'-12" A 12'-0" . GUARD IL/ Q A a �� s� ?x2 POST ,I :`: 6 HIGH rE . 1/A700 45'-0" T.O. WALL _ 22'-0" > PARA[PET 14'-0 CANOPY FLOOR I CD 71 2'-5" < I ,�°� 2Y2, OST v� D 961° H i` H g$° RE/ 7.70 41 .;i 2 I' 7 ,PRO SALES _ I 104 � C,d o , 0o c0i ' I I I:� z ', M1 HILTI X -U POWER CD co DRIVEN FASTENER �i 24" O.C. INTO MASONRY AI FJ a " `tea` yje � A /DUPLEX OUTLET 6ND I>I i.i J cV HOSE BIB COORDiATr- t W/ ENGINEERING/, DRAWINGS. 4/A3 4 I. 15'-101.. t A, 2 , 8'-0" i 3/A4 < A0 I N - ❑ ° 51'01" o W -3 I 0 ` 45'- r 46 ' 2. 8.. &2/A(4, I I GUARDRAI ► IL • I, • . O co COL co )' L ,1�I q _ _ I.� �'� l ,,'i' _.M I. �— I . a' -----—=-----—— — — — — ———— — — — — —— --- — —— --1 < r l j� o 0 COL 1 ¢ COL ENLARGED FRONT ENTRY PLAN SCALE. 1/4 — 1 0 `4 tl i` 3 "'t P"3 I ft Y "0 1""" X err: +I I 0'-5" a I ...�'s�I �� z,,,.aw .: :rp �rn I ..'i• ..:.'.'.,..k—�'�"��^"^.°�.i"-. �'.,.ry.' i�.vrm. �.�}.:,Y�;.tz, �xwwz, �^�—W'.'''..^'s�.r'.w'..r......��.`SE���..'�c., �,x: 's;: .A t 5 i." i t"t'[e _� �� m a•^••. n__x » o•• �I q i C C E I lr.N I 1 I, \A s$' i, ✓ �I" '"' � -:a r �gw S iCG am LX W N .YY W E m q m m M a I FLOOR PLAN LEGEND www.IIttIeonIIne.com 1 bis drawing and lbe design shown are the firoperty of Little Diverrijied Architectural (-'onsulting. The FULL HEIGHT WALL -SEE SHEET A700 FOR without their written consent is prohibited and any infringement will be subject to legal action. PARTITION TYPE FLOOR • LOW WALL -SEE SHEET A700 FOR PARTITION TYPE 2233 LAKE PARK ODOOR DESIGNATION - SEE SHEET A800 #X PARTITION TYPE -SEE SHEET A700 P -X WALL FINISH (PAINT) TILE WALL FINISH (TILE) FRP WALL FINISH -(FRP) TILE FLOOR FINISH -PORCELAIN TILE CONC FLOOR FINISH -POLISHED CONCRETE VINYL BASE EXTERIOR COLOR LEGEND E1 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6106 "KILIM BEIGE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6108 "LATTE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6082 "COBBLE BROWN" E4 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 6106 "KILIM BEIGE" P2 SHERWIN WILLIAMS 6108 "LATTE" P3 SHERWIN WILLIAMS 6082 "COBBLE BROWN" P4 SHERWIN WILLIAMS 6868 "REAL RED" P5 SHERWIN WILLIAMS "PURE WHITE" S1 BORAL CULTURED STONE - COLOR: PARCHMENT - 2" X 8" X 16" 1) ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH THE FLOOR AND DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 3) STUCCO SYSTEM TO BE STOPOWERWALL Cl - OUTBOUND INSULATION SYSTEM. SEE STO SYSTEMS MFG. DETAILS PRO SALES COFFEE MESS SCALE: 3/4" = V-0" 5815 Westpark Drive Charlotte 704.525.6350 1 . : 11 www.IIttIeonIIne.com 1 bis drawing and lbe design shown are the firoperty of Little Diverrijied Architectural (-'onsulting. The reproduction, copying or other rise of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © Little 2016 FLOOR • DECOR74N 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT r ❑ J a W N ry Q W ❑ Z 0 -, W W aJ 1 • Q�U LL W ., 00 LLZ r N u) N IL SEAL a �. • f� 4� PROJECTall PRINCIPAL IN CI IARGE JR................. PROJECT' MANAGER JL DRAWN BY JC NO. REASON DATE OIt�. . IZ. [. !BIONS • 04 -O6 -1G 1 REVISION 1 O11�NEIiIiEf�LS'ION.S' 05-3146 ENLARGED PRO ENTRY AREA PROJECT• 121-5505-00 FOR CONST. A30303.23.16 A N D7 d' CD Cr} ¢I c0 c� J LL 0 c� QL J L O 4-- c� U) CD C) QQ d- , f N r o U N 06 D a O tL O O Q , EIFS SAND BLAST FINISH ON 1-1/2" RIGID INSULATION AND A[RNAPOR BARRIER WITH 1/2" GLASS MAT SHEATHING ON 6" 20 GA, METAL STUDS STEEL COLUMN 4" DRAIN LINE FROM ROOF DRAIN EDGE OF WATER TABLE BELOW 4" x8" x16" STONE VENEER BELOW FACADE ENTRY COLUMN PLAN VIEW CUT AT 6'-0" A.F.F. SCALE: 3/4" = V-0" C c r /--- STEEL COLUMN � 6" 20GA METAL STUDS 4" DRAIN LINE FROM ROOF DRAIN i DOWNSPOUT NOZZLE: JOSAM #25010 -BS EQUAL �EAL EDGE OF WATER TABLE ABOVE 2,-$„ 2" x8 x16" STONE L. VENEER OVER 1/2" GLASS MAT FIBER SHEATHING AND WEATHER BARRIER OVER 1-5/8" METAL STUD FACADE ENTRY COLUMN PLAN VIEW CUT AT 11-0" A.F.F. L J SCALE: 3/4" = V-0" BACKER ROD AND SEALANT - ALL OlflrP fNf-tKlT CANOPY COLUMN EDGE OF WATER TABLE BELOW EDGE OF BLOCK BELOW WATER TABLE EIFS SAND BLAST FINISH ON 1-1/2" RIGID INSULATION AND A]R/VAPOR BARRIER WITH 1/2" GLASS MAT SHEATHING ON 6" 20 GA. METAL STUDS TYPICAL PILASTER PLAN VIEW CUT AT 6"-0" A.F.F. `v / SCALE: 3/4" = V-0" BACKER ROD AND SEALANT - ALL cinrc nr rKlr - 6" 20GA METAL STUDS (TYP.) CANOPY COLUMN EDGE OF WATER TABLE ABOVE 2" x8" x16" STONE VENEER OVER 1/2" GLASS MAT FIBER SHEATHING AND WEATHER BARRIER OVER 1-5/8" METAL STUD 4 TYP�CA�PILASTER PLAN VIEW CUT AT '1'-0" A.F.F. SCAL4 1 0 ATYPICAL PILASTER PLAN VIEW AT CAP v / SCALE: 3/4" = V-0" BACKER ROD AND SEALANT - ALL C11mr-cc ri�nrr -EXISTING BASE :DGE OF WATER (ABLE BELOW :DGE OF BLOCK 3ELOW WATER TABLE 'RE -CAST CAP EXISTING BASE EDGE OF WATER TABLE BELOW EDGE OF BLOCK BELOW WATER TABLE EIFS SAND BLAST FINISH ON 1-1/2" RIGID INSULATION AND AIR/VAPOR BARRIER WITH 112" GLASS MAT SHEATHING ON 6" 20 GA. METAL STUDS ��.TYPICAL PILASTER PLAN VIEW CUT AT 6'-0" A.F.F. V ) SCALE: 3/4" = V-0" BACKER ROD AND SEALANT - ALL cnrc !l1AIT EXISTING BASE 3" 20GA METAL STUDS :DGE OF WATER ABLE ABOVE " x8" x16" STONE 'ENEER OVER 1/2" .LASS MAT FIBER SHEATHING AND WEATHER BARRIER OVER 1-5/8" METAL STUD TYPICAL PILASTER PLAN VIEW CUT AT V-0" A.F.F. SCALE: 3/4" = V-0" 21-4,1 PILASTER CAP /2\ MITERED CORNERS (TYP.) L~ �i �N �'3$ - CAST STONE - RUNNING BOND WATER TABLE CAST STONE SHAPES V / SCALE: 3/4" = V-0" RN � I Ov'fi i WestparkDrive Charlotte,i T. 1' • 1 F: 704.561.8700 www.IittIaonline.com !bis drawing and the design sbo>vn are theproperty of Ilttle Diversified Architectural Consulting. The reproduction, copying or other use ofthis drawing without their written consent is prohibited and any infringement will be subject to legal action. © Little 2016 F&C"m FlOP4 DECOR Wi 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME 0 J ~ W N Q W ❑ z� W0 1 Wsc) J �► ,� L. W � 0 F -Z❑ U) :�: 00 LL z N U) N IL SEAL �s C" �- -t F)✓TO PROJECT 111:INCIPAI. IN CHAR(=E. JR PROIEU NIANAGER JL DRAWN BY JC • NO. REASON DATE [� 0117XER REVIS101Vs 04-06-16 1 REVISION Q117NER A A17SIONS 05-31-16 PLAN DETAILS PROJECT 121-5505-00 FOR CONST. A304 03.23.16 F O �3 C� N Q Q c� c� d - J LL 0 c6 s U 0 U 0 0 c� d' N 0 0 d� oi?S O O IL 750 m N PRE-FINISHED STANDING SEAM ROOF ON 1 1/2" STRUCTURAL DECKING - SEE STRUCTURAL 12'4" AFF (BEARING @ LEDGER ANGLE) 11'-4" AFF qp(TOF OF WALL] — PRE -FINISHED GUTTER AND DOWNSPOUT 8" D-2 (2 HR. RATED) CMU THAT MEETS U.L. DESIGN U905 OR U906 - W/ DUR-O-WALL TIES AT 16" O.C. VERTICAL. PROVIDE FLASHING AND COUNTER FLASHING AS RECOMMENDED BY MANUF. 94 EMBEDDED PLATE W/ STUD ANCHORS - REFER TO STRUCTURAL T INTERMEDIATE ROOF BEAM - REFER TO STRUCTURAL 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 0'-0" AFF — — — — — — ° 4 WALL FOOTING -REFER :.. CONTINUOUS 15 MILVAPOR BARRIER ON TO STRUCTURAL GRANULAR FILL. CROSS SECTION PUMP ROOM �- PREFINISHED METAL 4'-D" �' Via. 100 COPING OVER 3/4" 5 TREATED PLYWOOD A402 PROJECT MATCH EIFS TRIM T.O, CANOPY - I I I \ i 5/8" CLAS -MAT a EXTERIOR GYP. 01 SHEATHING OVER 6" L................... METAL STUDS q 16" O.C. ROOF MEMBRANE 1 1l2" EIFS FINISH ON EXTENDED UP BACKSIDE GLASS MAT FIBER OF PARAPET W LL. SHEATHING W/ TERMINATE UNDER WEATHER BARRIER FRONT SIDE OF iOPING ON 6" METAL STUDS _ ROOF DRAIN SEE DTL 1/A202 CO I I I I l I f I I I I I I I I I I ^{moi II I I t I 11 IL Alk 140"AFF B.O. CANOPY II 1/2' EXTERIOR GRADE GYP. <I I I I BD. ON METAL STUDS I I III I I 3" WIDE CONT. 3" WIDE CONT. I I I I SOFFIT VENT SOFFIT VENT I ' III I I I II I �I DRIP EDGEI i I { II 11 I 1" EIFS FINISH ON >I i I GLASS MAT FIBER SHEATHING W/ III I WEATHER BARRIER I'I III ON 6" METAL STUDS III>< <I I 1 112" EIFS FINISH ON III I CLASS MAT FIBER I I 1 1/2" EIFS FINISH ON SHEATHING W/ III GLASS MAT FIBER I SHEATHING W/ I I I WEATHER BARRIER I ( WEATHER BARRIER <J ON 6" METAL STUDS I I< < ON 6" METAL STUDS III III ISI CAST STONE 0 III (� CAST STONE WATERTABLE I I WATERTABLE III ! Irl 4'-4"AFF _ _ I I I T.O. WATERTABLE II I III � I,I III I I I III � III 2" THICK STONE I I 2" THICK STONE I I VENEER COLUMN BASE --- I I j VENEER COLUMN BASE I I 1/2" GLASS MAT III 112" GLASS MAT I I FIBER SHEATHING �-�-� FIBER SHEATHING � I AND WEATHER k I AND WEATHER I I BARRIER OVER BARRIER OVER FINISH FLOOR 1-- 5/8" METAL ST ,D 01-01, a 1-5/8" METAL STUD —A. I I .,. •+ �,. �:? t•° a ° � .,° .:;[ :.. ,..t•...,; '_ 1/2"EXP.FILLER�3f,,{' // ,; Y ���{ y f 1I2" EXP.FILLER �.; ' Js; -.:;;".r.4:•° 8" CMU BASE .rt < '� �•t.; 8" CMU BASE r ^° GROUT SOLID ;I GROUT SOLID 4° 41 GROUT VOID SOLID d 1 PRO ENTR L° SCALE: 112" = 1'-0" I I CONTINUOUS LEDGER ANGLE, ANCHOR TO WALL PANEL - REFER TO STRUCTURAL EXISTING 7 1/4" CONCRETE PANEL EXISTING CONCRETE SLAB EXISTING CONCRETE FOOTING (z %05 �ZJ � l l I I I i I [I_ EXISTING STRUCTURE NEW DOOR FRAMING EXISTING WALL JCTURE 7. !!►k PRE. TRE PREFINISHED METAL COPING CAP. SEE ELEVATIONS FOR CC' no 314" E> PL 45'-0" AFf EXTEND ROOF MEMBRANE UP OVER PARAPET '8" GLASS -MAT XTERIOR GYP. HEATHING OVER ' METAL STUDS PRO -LOAD PARAPET DETAIL 'v/ SCALE: 1 1/2" = 1'-0" www.littleonline.com This drawing and the design shown are the property of little Diversified Architeciural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and aty infringement will be subject to legal aclion. Q Little 2016 0 1 112' GI WE, ONE No. 1„ GL WEA As ON 6 PRO ENTRY SECTION a@ SIDE SCALE: 1/2" = 1'-0" 1.1 121-5505-00 V� i FOR CONST. p A 0 A4 3.23.16 02 J I i m' e dl�i d • Cjj�' ,,� 0 �' Via. PROJECT PICINCII'AL IN CFL1 LUF. JR L................... 1'It011rrr MANAUMR JL UIUMN 13V JC ISSUE e REVISIONS NO. REASON DATE A1'L s 11V AE' II/1�LSPONS'B • • 02-03-16 10�-31-16 RE PlIS101V' t 01r&N ' KE IiISIONS ............ WALL SECTIONS 1.1 121-5505-00 V� i FOR CONST. p A 0 A4 3.23.16 02 J I i 0_ (y) I CD N co W 0) N CD m co J LL 0 c>3 U J LL 0 ca U7 0 C? N L 0 U 0 06 0 0 H 0 0 N N LL 1 1 — -f I D. IC I— ..-• 1� . v / ,13C 2 I i ISIM SIM A2t 1 ---L I )MENS N3f 502 j I < (FT -2\)',% (_ Q Lo �5 A502� / �L SIC,_ "N 7/A 02 \ ° NIc o / 75 o ` 0 0 J. Q.. T?1) LW L o'*{ SIGN ORR.1 ®, / ROOM L-5 I I Lo CONSTRUCTION / \` FLOOR FINISH PLA m 6" I I / „, I `s /, v 13 13 ( I 1 �\ I Qgot 26" 3 26" ` O I J ✓ r' riI V N 5 l V ". / 26"coloo 11 f TIS ! 1DLo A1 13 ✓'41 7 7 7 7i[ WO ENS 3 f 3 MENS ' .. � �� �,✓ I 106 � I �� I I 105 —--J /. 6 — l r2° 12 \` Jam/ 6 6 E12 / 11 4 3 \J DIE r I _g.' Ld 't� 9 4'x4' FRP � 2 L.___ -_-1J, / ✓ �E ✓ I I SIGN ORR. 1 I I ROOM 117 \\ ' ' ACCESSORY I \ 1 I W11,LAN = #WALL TAG, REFER TOPLANS ENLARGED RESTROOM A700 FOR WALL TYPES SCALE: 1/4 — V-0" 4'x4' FRP\ FRONT OF UNIT F. N.. m W O \� >< J � d (0 m FLOOR \ ~ LINE \� 30"x48" MINIMUM FLOOR SPACE, \ CENTERED UDER CENTERLINE OF LOW DRINKING LOWER UNIT FOUNTAIN UNIT ADA - HI -LO DRINKING FOUNTAIN SCALE: 1/2" = V-0" 24x36 MIRROR COUNTE AND BA( 3x2xl/4" ANGLE P TRAP - PIPE AN /2\ F.F. WOMEN'S RESTROOM L % SCALE: 1/4" = V-0" WT -1 SCALE: 1/4" = V-0" 2x4 F.R., o' DROP-IN COUNTE AND BA( 3x2xl/4" ANGLE ELEVATION PLAN F&D VANITY - 2 SINKS SCALE: 3/4" = V-0" MIRROR 2x6 ENDS F.R.T. BLOCKIN COUNTEI TOP, SIDI AND BACKSPL 3x2xl/4" STEEL Ar 2x6 F. R.T BLOCKIN 2x4 F. R.T BLOCKIN P TRAP- PROTEC PIPE ANC H.W. LINE 3 WOMEN'S RESTROOM SCALE. 1/4" V-0" GYP. BD. PT -5 HIENE 1/4" _. SATIN _UMN. ELD 3 6 o = INSULATE HOT WATER WT -3 SUPPLY LINE AND DRAIN LINE (TYP.) t_E N'S �E_�TROOMO SCALE: 114 10 GYP. BD. DESCRIPTION reproduction, copying or other use of this drawing WHITE FRP INSTALLED AROUND SINK IN JANITOR CLOSET, ONLY G.C. TO dnfringement will be subject to legal action. PROVIDE AND INSTALL SEE DETAIL 10/A503 Haul', aI l', ii INN � • II II JANITOR SINK- SEE PLUMBING DRAWINGS. WITH -FAUCET- PROFLOw PF1118 2233 LAKE PARK RO ND EDGE. SATIN SOAP DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 256273 SCHLUTER-SHIENE 1/4" ANODIZED WT -1 SCALE: 1/4" = V-0" 2x4 F.R., o' DROP-IN COUNTE AND BA( 3x2xl/4" ANGLE ELEVATION PLAN F&D VANITY - 2 SINKS SCALE: 3/4" = V-0" MIRROR 2x6 ENDS F.R.T. BLOCKIN COUNTEI TOP, SIDI AND BACKSPL 3x2xl/4" STEEL Ar 2x6 F. R.T BLOCKIN 2x4 F. R.T BLOCKIN P TRAP- PROTEC PIPE ANC H.W. LINE 3 WOMEN'S RESTROOM SCALE. 1/4" V-0" GYP. BD. PT -5 HIENE 1/4" _. SATIN _UMN. ELD 3 6 o = INSULATE HOT WATER WT -3 SUPPLY LINE AND DRAIN LINE (TYP.) t_E N'S �E_�TROOMO SCALE: 114 10 WT-1 WOMEN'S RESTROOM 't i SCALE: 1/4" = V-0" o\ MEN'S RESTROOM V % SCALE: 1/4" = 1'-0" TILE NOTES 1. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. TOP AND BOTTOM OF ACCENT, TYP AT WOMEN'S 2. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. AT ALL CORNERS, TYP. AT MEN'S AND WOMEN'S 3. ALL TILE TO BE STACKED PATTERN, INCLUDING THE FLOOR, WITH THE EXCEPTION OF THE GLASS ACCENT TILE IN THE WOMEN'S RESTROOM. WT -3 IS TO HAVE A 1/3 OFFSET. WT -4 IS TO HAVE A 1/2 OFFSET 4. NO TILE ABOVE OR BELOW THE SINK. INSTALL SCHLUTER EDGE STRIP ABOVE TILE BASE. 5. GROUT JOINTS TO BE 1/8" 6. REFER TO 3/A800 FOR FLOOR TRANSITIONS SECTION RONDEC SCHLUTE ;YP. BD. PT -4 I r. A co I L INSULATE HOT WATER I� SUPPLY LINE AND WT -1 DRAIN LINE (TYP.) Kj�rWOMEN'S RESTROOM SCALE. 1 /4 1 0 9 MEN'S RESTROOM SCALE: 1/4" = V-0" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 7960K-18 "STUDIO TEAK; /2\ PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6 x12 #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) /2\ WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 zis (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 1000480 ��\ (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"02" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) /2\ FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1 G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" Z TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800/2\ 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS S L BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP E BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTA4LED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. TOILET ACCESSORIES GYP. BD. DESCRIPTION reproduction, copying or other use of this drawing WHITE FRP INSTALLED AROUND SINK IN JANITOR CLOSET, ONLY G.C. TO dnfringement will be subject to legal action. PROVIDE AND INSTALL SEE DETAIL 10/A503 FLOOR JANITOR SINK- SEE PLUMBING DRAWINGS. WITH -FAUCET- PROFLOw PF1118 2233 LAKE PARK RO ND EDGE. SATIN SOAP DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 256273 SCHLUTER-SHIENE 1/4" ANODIZED ALUMN. WT -2 ROUND EDGE. SATIN Fol $ AROUND SHIELD MIRROR- (BRUSHED STAINLESS STEEL)24w X 36h. G.0 TO PROVIDE AND INSTALL. ANODIZED ALUMN. TOP GRAB BARS- (PEENED FINISH) 18"VERT./ 36"SIDE/42" BACK. ADA COMPLIANT. G.C. TO Z PROVIDE AND INSTALL GRAB BARS. SEE NOTES ON 5/AO02 (TRIM/SHIM AS REQUIRED 12 AND BOTTOM OF ACCENT, TO BE PARALLEL TO WALL) E6 co TYP AT WOMEN'S COATED STEEL HAND SANITIZER DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# SPECIAL ORDER) if fri O TTrT IN -STALL ADA COMPLIANT HAND LAV -SEE PLUMBING DRAWINGS. SANITARY NAPKIN DISPOSAL- OWNER TO PROVIDE AND GC INSTALL. (SKU# 1314766) c PAPER TOWEL DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU#202802) 1 I F--- T---,- T T TOILET SEAT COVER DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 802858) FOR OFFICE DEPOT CONTACT INFORMATION -SEE SHEET A000 . NOTES - - -- - - I Tz-�Ln� ---r _ - 2, MOUNT MIRROR CENTERED OVER LAVATORY. 3. INSTALL PER THE MANUFACTURER INSTRUCTIONS. PROVIDE STABLE AND SOLID IN -WALL BLOCKING TO MEET MOUNTING REQUIREMENTS OF MANUFACTURER. 4. COORD. SWITCHES, SWITCH PLATES, AND ACCCESORIES TO BE MOUNTED WITH HEIGHT OF WT-1 WOMEN'S RESTROOM 't i SCALE: 1/4" = V-0" o\ MEN'S RESTROOM V % SCALE: 1/4" = 1'-0" TILE NOTES 1. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. TOP AND BOTTOM OF ACCENT, TYP AT WOMEN'S 2. SCHLUTER-SHIENE 1/4" ROUND EDGE. SATIN ANODIZED ALUMN. AT ALL CORNERS, TYP. AT MEN'S AND WOMEN'S 3. ALL TILE TO BE STACKED PATTERN, INCLUDING THE FLOOR, WITH THE EXCEPTION OF THE GLASS ACCENT TILE IN THE WOMEN'S RESTROOM. WT -3 IS TO HAVE A 1/3 OFFSET. WT -4 IS TO HAVE A 1/2 OFFSET 4. NO TILE ABOVE OR BELOW THE SINK. INSTALL SCHLUTER EDGE STRIP ABOVE TILE BASE. 5. GROUT JOINTS TO BE 1/8" 6. REFER TO 3/A800 FOR FLOOR TRANSITIONS SECTION RONDEC SCHLUTE ;YP. BD. PT -4 I r. A co I L INSULATE HOT WATER I� SUPPLY LINE AND WT -1 DRAIN LINE (TYP.) Kj�rWOMEN'S RESTROOM SCALE. 1 /4 1 0 9 MEN'S RESTROOM SCALE: 1/4" = V-0" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 7960K-18 "STUDIO TEAK; /2\ PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6 x12 #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) /2\ WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 zis (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 1000480 ��\ (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"02" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) /2\ FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1 G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" Z TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800/2\ 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS S L BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP E BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTA4LED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. TOILET ACCESSORIES MARK DESCRIPTION reproduction, copying or other use of this drawing WHITE FRP INSTALLED AROUND SINK IN JANITOR CLOSET, ONLY G.C. TO dnfringement will be subject to legal action. PROVIDE AND INSTALL SEE DETAIL 10/A503 FLOOR JANITOR SINK- SEE PLUMBING DRAWINGS. WITH -FAUCET- PROFLOw PF1118 2233 LAKE PARK —MOP HANGER— PF245 SMYRNA, GA 30080 SOAP DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 256273 0 HAND DRYER- EXCEL DRYER, INC XL -SB (RECESSED) BRUSHED STAINLESS G.0 TO PROVIDE AND INSTALL. TOILET PAPER DISPENSER- OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 659678) 6' MIRROR- (BRUSHED STAINLESS STEEL)24w X 36h. G.0 TO PROVIDE AND INSTALL. ,�. W GRAB BARS- (PEENED FINISH) 18"VERT./ 36"SIDE/42" BACK. ADA COMPLIANT. G.C. TO Z PROVIDE AND INSTALL GRAB BARS. SEE NOTES ON 5/AO02 (TRIM/SHIM AS REQUIRED �•JW TO BE PARALLEL TO WALL) lZ f n/ TOILET PARTITIONS- METPAR CORINTHIAN/NICKLE SILVER #304. HARDWARE- POWDER �O COATED STEEL HAND SANITIZER DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# SPECIAL ORDER) N IN -STALL ADA COMPLIANT HAND LAV -SEE PLUMBING DRAWINGS. SANITARY NAPKIN DISPOSAL- OWNER TO PROVIDE AND GC INSTALL. (SKU# 1314766) c PAPER TOWEL DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU#202802) 1 PROJECTSEAL TOILET SEAT COVER DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 802858) FOR OFFICE DEPOT CONTACT INFORMATION -SEE SHEET A000 . NOTES 1. ITEMS SHALL BE PURCHASED BY THE GENERAL CONTRACTOR THROUGH THE SPECIAL PURCHASE PROGRAM VENDOR AND INSTALLED BY THE CONTRACTOR U.N.O.. 2, MOUNT MIRROR CENTERED OVER LAVATORY. 3. INSTALL PER THE MANUFACTURER INSTRUCTIONS. PROVIDE STABLE AND SOLID IN -WALL BLOCKING TO MEET MOUNTING REQUIREMENTS OF MANUFACTURER. 4. COORD. SWITCHES, SWITCH PLATES, AND ACCCESORIES TO BE MOUNTED WITH HEIGHT OF WALL TILE. HEIGHT TO COMPLY WITH ADA REQUIREMENTS.V/svuty 5. ACCESSIBLE STALL DOORS TO BE SELF CLOSING AND PROVIDE A DOOR PULL MOUNTED ON EACH SIDE OF DOOR NEAR THE LATCH. OPERABLE PARTS OF DOOR HARDWARE TO BE MOUNTED BETWEEN 34" AND 48" ABOVE FINISH FLOOR.. www.Iittleonline.com 1 his drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without thedr written consent is prohibited and arty dnfringement will be subject to legal action. Little 2016 FLOOR D WO ECOR, 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT ri N � N � Q ,�. W _❑ 0-000 Z ®, W W r.j �•JW ., ® lZ f n/ �O LjLZ N U) N c do o PROJECTSEAL 111UNCIPAI, 1N CIlARGE JR PROJLCI' MANAGER JL lllul\\'N 13Y JC NO. REASON DATE ADDENDUM2 04-13-16 zi�s 0117NBR RLI, 1/ISTUNS 1 0,-31-16 ENLARGED RESTROOM PLAN, ELEVATIONS AND DETAILS PROJECT 121-5505-00 FOR CONST. A502 03.23.16 I ch N a� N { cm c6 p , Q �I d - J LL 72 O t c c� I U s_ J LL -2 . O, c� U) 0 0 CY I M d- N r 0 U 06 00 LL 0 O IY (D H 6 5 4 3 2 1 0 without theirwritten consent isprohibited and any infringernent will be subject to legal action. © Little 2016 FLOORI• D C0 E R .&_A 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT ❑ r _J N � N � Q �•. W ❑ O W {w, YLL 6 t I f i Y i N U) 0N MA N6 SEAL 1 TRANSFORMER ON ro ........................................ 1'X0J 1Cr 11\tANAc;uR JL I NO. REASON DATE 2 ADOEINDUAI -'......... . 04-13-16 OI (EH IZE IUNI' 1 Ll OF VESTIBULE-SEELl kE 6'ISION 1 •OIf'�E1tfiL[rISION.S' � � • • • • � 05-31-1G ..................... ...........I .............. .......................... ELECTRICAL DRAW ;f[ II INTERIOR ELEVATIONS PROJECT 121-5505-00 PT -6 COORDINATE EXTENT OF PT -6 CONST. 03.23.16 A601 ' EXISTING ; I WITH FINAL FIXTURE LAYOUT. __ wi j CONCRETE TILT BLACK BOX a i PANEL o (G.C. TO INSTALL °7, AND PAINT PT-1)Cq AREA OF INFILL. INTERIOR I WALL SURFACE TO BE FLUSH WITH ADJACENT WALLS. SURFACE OF WALL TO BE READY FOR FINISHES. FRONT INTERIOR ELEVATION �� SCALE: 3/32" = V-0" CONTINUE PT -6J TO INCLUDE THE LEFT SIDE OF VESTIBULE WALL. SALES 102 102 PT -1 ON FRONT AND RIGHT SIDE. AREA OF INFILL. INTERIOR WALL SURFACE TO BE FLUSH WITH ADJACENT WALLS. SURFACE OF WALL TO BE READY FOR FINISHES. 2 LEFT INTERIOR ELEVATION )USE GATE O SHEET A801 PRO SALES 104 WAREHOUSE 103 Z� REMOVED PLYWOOD FROM WALL ELEVATION I 103 REAR INTERIOR ELEVATION SCALE: 3/32" = V-0" RIGHT INTERIOR ELEVATION 'T,/ SCALE: 3/32" = V-0" SALES 102 AS 94'-28" zh REMOVED PLYWOOD FROM WALL ELEVATION NOTE: PAINT ALL CONDUIT ON WALLS TO MATCH ADJACENT COLOR /1\ REMOVED PLYWOOD FROM WALL ELEVATION FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK 4770177M 24x24x5/8" (15116" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 796OK-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6"x12" - #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 100048099 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 11A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO T-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. Rk 5815 •1 Drive 704.525.6350 704.561.8700 www.II tleonIIn0.00m This drawing and the design shown are the properly' of Little Divers#ied Architecturcd Consulting. 1he reproduction, copying or other use of Ibis drawing without theirwritten consent isprohibited and any infringernent will be subject to legal action. © Little 2016 FLOORI• D C0 E R .&_A 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT ❑ r _J N � N � Q �•. W ❑ O W {w, YLL ® Z ❑ U) OQ z N U) 0N MA N6 SEAL PROJECT PRINCIPAL IN C11ARCL JR ........................................ 1'X0J 1Cr 11\tANAc;uR JL DR, \W BY JC NO. REASON DATE 2 ADOEINDUAI -'......... . 04-13-16 OI (EH IZE IUNI' 1 ADDLLVDUAI 1 BID • • • • •o .r�..� Ii Its riisio G 04-13-1ws 1 kE 6'ISION 1 •OIf'�E1tfiL[rISION.S' � � • • • • � 05-31-1G ..................... ...........I .............. .......................... INTERIOR ELEVATIONS PROJECT 121-5505-00 r FOR CONST. 03.23.16 A601 1 ROOM FINISH SCHEDULE AREA/ N WALLS DOOR SCHEDULE Jr N / 1/4" 1 AREA/ ROOM NAME FLOOR c� a REMARKS DOOR NUMBER DOOR LOCATION _ �v DOOR 0' a 1 ROOM # FRAME MATERIAL DETAILS HEAD JAMB SILL HARDWARE COMMENTS TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH >- 101 EXTERIOR TO VESTIBULE A 14'-0" T-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,2,4 AND 7 J 102 VESTIBULE TO SALES AREA A 14'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,7, AND 9 z w U L l02A DESIGN CENTER POLISHED CONCRETE GYP. BOARD / CONCRETE PT -6 VB -1 EXPOSED PT -2 VARIES cv 102A PRO SALES TO EXTERIOR F 8'4" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- #1 NOTES 1,2, AND 7 1028 EXISTING DOUBLE DOORS 103 WAREHOUSE POLISHED GYP. BOARD / CONCRETE PT -1 VB -1 EXPOSED PT VARIES RACKING AND EXPOSED GYP. BD. #2 NOTE 14 O 102C EXISTING DOUBLE DOORS 1 EXTEND Z BEHIND RACKING WHERE APPLICABLE. 104 PRO SALES POLISHED CONCRETE PT PT -1 VB -1 EXPOSED #2 NOTE 14 105 102D EXISTING SINGLE DOOR TILE WAINSCOT /GYP. BOARD PT -4 GYP. BD PT -2 9'-0" A.F.F. PT WOMENS RESTROOM TILE TILE WAINSCOT / GYP. BOARD #2 NOTE 14 a PT -2 9'-0" A.F.F. 107 JANITOR'S ROOM POLISHED CONCRETE FRP/GYP. BOARD PT -4 VB -1 EXPOSED 108 CORRIDOR 1 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 9'-0" A.F.F. 109 BREAKROOM FAUX WOOD VINYL TILE GYP. BOARD PT -4 VB -1 ACT -1 9'-0" A.F.F. 110 TRAINING ROOM POLISHED-1 OLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 --" Y-0" A.F.F. 111 1 CORRIDOR #2 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 ___ 9'-0" A.F.F. 112 VAULT POLISHED CONCRETE GYP. BOARD PT -4 VB -1 GYP. / PLWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS 113 103 PRO SALES TO EXTERIOR E 12'-0" 10'-0" --- PREFINISHED OVHD. COILIN --- --- --- J-3 --- #11 NOTE 10 1 103A TRASH COMPACTOR G 3'-6" 3'-6" H.M. PT 3 H.M. PT H-4 J-4 S-4 #4 1 HOUR RATED LU 103B WAREHOUSE - 8'-0" 8'-0" --- --- EXISTING --- --- --- --- --- #11 NOTE 13 0 103C WAREHOUSE - 8'-0" 10'-0" --- --- EXISTING --- ---- --- --- --" #11 NOTE 13 x 7 9-1 PUMP ROOM CONCRETE CMU - - - -" 10'-0" TO 10'-8" w ACT -1 = CORTEGA - SECOND LOOK #770/77M 2424x5/8" (15/16" SQUARE LAY -IN) 105 MEN'S RESTROOM D 3'-0" 7'-0" WD. LAMINATE 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5, 6, 8 106 WOMEN'S RESTROOM D T-0" 7'-0" WD. LAMINATE 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5, 6, 8 107 JANITOR'S ROOM B1 T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #5 108 CORRIDOR #1 RE: PLANS 8'-0" 109 BREAKROOM D T-0" 7'4" H.M. PT 1 H.M. PT H-1 J-1 3-1 #10 NOTE 5 LU Q(h 110 TRAINING ROOM D T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 U 111 CORRIDOR #2 1 H.M. PT NOTE 3 a 112 VAULT B T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #9 cwi 113 CASH ROOM B T-0" 7'4" H.M. PT 1 H.M. PT H-1 J-1 S-1 #9 UL U. 114 ASS'T MGR. OFFICE K T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 3-1 #7 O 115 CEM OFFICE K T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #7 116 DATA ROOM B1 T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #6 117 SIGN ROOM B T-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #5 118 ELECTRICAL ROOM - --- --- --- PT EXISTING --- --- --- --- #5 PASSAGE LOCKSET ONLY 118A ROOF HATCH --- EXISTING --- "-- _"" #11 RELOCATE EXISTING 130 WAREHOUSE TO SALES PROVIDE CATE BETW EN SALES AND AREHOUSE. WID FH TBD. REFEF TO 4/A801 FOF DETAILS AND 101 FOI LOCA ION a 119 PUMP ROOM B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #5 O R w F - x w 1 ROOM FINISH SCHEDULE AREA/ N WALLS CEILING OR EXPOSED STRUCTURE � 2.. Jr N / 1/4" 1 AREA/ ROOM NAME FLOOR c� a REMARKS 75 O _ �v 01� 0' a 1 ROOM # MATERIAL PAINT BASE MATERIAL PAINT HEIGHT p F_071 VESTIBULE POLISHED CONCRETE GYP. BOARD PT -1 VB -1 GYP. BD. -"" 10'-0" A.F.F. w O] POLISHED J 1. PAINT COLUMNS PER DETAIL 1/A800 102 F.CONCRETE SALES AREA GYP. BOARD /CONCRETE PT -1 VB -1 * EXPOSED PT -2 VARIES 2. EXPOSED DUCTWORK TO BE PREPARED FOR PAINTED FINISH i. U I U L l02A DESIGN CENTER POLISHED CONCRETE GYP. BOARD / CONCRETE PT -6 VB -1 EXPOSED PT -2 VARIES cv 10. U7 0 O * BASE ONLY WHERE THERE IS NO d' ti 103 WAREHOUSE POLISHED GYP. BOARD / CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES RACKING AND EXPOSED GYP. BD. 0 CONCRETE O RE l /13'!UN ! 1 EXTEND Z BEHIND RACKING WHERE APPLICABLE. 104 PRO SALES POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES 105 MENS RESTROOM TILE TILE WAINSCOT /GYP. BOARD PT -4 GYP. BD PT -2 9'-0" A.F.F. 106 WOMENS RESTROOM TILE TILE WAINSCOT / GYP. BOARD PT -4 GYP. BD PT -2 9'-0" A.F.F. 107 JANITOR'S ROOM POLISHED CONCRETE FRP/GYP. BOARD PT -4 VB -1 EXPOSED 108 CORRIDOR 1 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 9'-0" A.F.F. 109 BREAKROOM FAUX WOOD VINYL TILE GYP. BOARD PT -4 VB -1 ACT -1 9'-0" A.F.F. 110 TRAINING ROOM POLISHED-1 OLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 --" Y-0" A.F.F. 111 1 CORRIDOR #2 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 ___ 9'-0" A.F.F. 112 VAULT POLISHED CONCRETE GYP. BOARD PT -4 VB -1 GYP. / PLWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS 113 CASH ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 GYP. /PLWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS -141 1ASS'T MGR OFFICE POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 __ 9'-0" A.F.F. 115 CEM OFFICE POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 9'-0" A.F.F. 116 DATA ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 __ 8'-0" A.F.F. 117 SIGN ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 EXPOSED _-- 118 EXISTING ELECTRICAL ROOM --- --- --- --- --- --- 7 9-1 PUMP ROOM CONCRETE CMU - - - -" 10'-0" TO 10'-8" ACT -1 = CORTEGA - SECOND LOOK #770/77M 2424x5/8" (15/16" SQUARE LAY -IN) SEE SCHEDULE 1--2" HOLLOW METAL blo FRAME 2 TYPES Z� HOLLOW METAL FRAME O i NOTE: ALL EXTERIOR GLAZING IS NOTE: SEE DETAILS ON SHEET A801 SINGLE GLAZED LAMINATED, SEE SCHEDULE (INSIDE GLAZING IS TEMPERED.) SLIDING PANEL AUTOMATIC -� ALUMINUM DOOR IN MANUFACTURER'S iFRAME 2 -ACTIVE LEAFS TO HAVE EMERGENCY BREAK -AWAY o� FUNCTION TRACKS/FRAME TO BE INSTALLED SO THAT DOOR SWING IS CLEAR OF OBSTRUCTION TRACK TO BE INSET TO ALLOW DOORTYPES A SIDELITES TO SWING OUTWARD i3 O O a� N LL T-6" HOLLOW METAL FRAME DOOR SCHEDULE GENERAL NOTES A. ALL INTERIOR DOORS ARE TO BE 1-3/4" THICK UNLESS NOTED OTHERWISE. B. REFER TO FRAME TYPE FOR CORRESPONDING HEAD AND JAMB DETAILS UNLESS NOTED OTHERWISE. C. COORDINATE SIZE OF DOOR FRAME THROAT WITH WALL PARTITION TYPE. D. MOUNT DOOR CLOSERS ON N -PUBLIC SIDE OF DOOR TYPICAL E. INSTALL DOOR VIEWER/DOOR SCOPE IN DOORS INDICATED BY HARDWARE SETS-211WIDE SCOPE VIEW. BLACK ANODIZED ALUMINUM (ASD-#DS238-BLK@ WWW SAFETY DEVICES.COM, GRAINGER MODEL 1M HEWS, OR EQUAL) INSTALL @ 48" AFF F. FOR DOORS THAT HAVE DOUBLE KEYED LOCKS AND ARE READILY VISIBLE, DURABLE SIGN LETTERS NOT LESS THAN 1" (25 MM) HIGH ON A CONTRASTING BACKGROUND THAT READ "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED" ARE TO BE LOCATED ON OR ADJACENT TO THE DOOR LEAF. G. REFERENCE A002 FOR ADA REQUIREMENTS. ULE NOTES 1. AUTO SLIDER BY BESAM -ASSA ABLOY. 2. PROVIDE U -CHANGE CYLINDER. 3. 3'-0" X T-0" CASED OPENING TO HAVE RESIN CORNER GUARDS. 4. INSTALL DOOR BELL AT DOORS INDICATED TO TIE INTO MOOD MEDIA SYSTEMS, COORDINATE WITH MOOD MEDIA 5. PROVIDE KICK PLATES AND DOOR STOPS TO BREAKROOM AND RESTROOM ENTRY DOORS. 6. ACCESSIBILITY SIGNAGE 7. RECESSED TRACK OR NO TRACK OPTION 8. DOOR TO BE LAMINATED "COLUMBIAN WALNUT" 7943K 9. NO CYLINDER ON INSIDE SLIDER 10. MOTORIZED w/ MORTISE KEYED LOCKOUT STATION BY MMTC MODEL 3BLM (800.942.6682) 11. INSTALL MAIL SLOT IN DOOR. MODEL LD12 (AUTH-FLORENCE MANUFACTURING) 4"Hxl1 3/4" W WITH 3/4" FRAME. CLEAR ANODIZED ALUMINUM. 12. PREFINISHED STANDARD TAN COLOR 13. NEW DOCK BUMPERS AND LEVELER. ZiS 14. INTERIOR FACE OF DOOR TO BE PAINTED TO MATCH INTERIOR ADJACENT WALL COLOR, EXTERIOR FACE OF DOOR TO BE PAINTED TO MATCH EXTERIOR ADJACENT WALL COLOR. FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6"x12" - #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 100048099 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1 G #100068873 VB -1 ROPPE RUBBER BASE #110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. 3/8" SCHULUTER RENO -RAMP SKU#951200262 DIRECT GLUE -DOWN VINYL / RESILIENT FLOORING (REFER TO MFR. CONCRETE vs SPECIFICATIONS) TILE OVER THIN SET ° a ' ° FEATHER TO TOP OF EDGE STRIP VINYL TO CONCRETE TILE TO CONCRETE FLOOR TRANSITIONS SCALE: N.T.S. SV SCHEDUILE S E SCHEDU SEE SCHEDULE 0 o a ~ \ \ I--1\ \ \- LOUVER \ / ir B 131 C gg SCHEDU / 0 r` \ f� IC w 0 w U w w U) 1/2" SCHULUTER RENO -RAMP SKU//951502190 CONCRETE 4 SEE SCHEDULE E DOOR HARDWARE GROUPS SET 1 -STOREFRONT DOORS PER DOOR MANUFACTURER 2 -CYLINDER (100200N MK 26 MC) SET 2 -SINGLE EGRESS DOORS 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632E 1109 MK 630 YA SFIC) 1 -CYLINDER -MORTISE - (10020ON MK 26 MC) 1- CYLINDER -RIM - (10040OHN MK 26 MC) 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD - (346C PE) 1 -SURFACE CLOSURE- (2721 689 YA) SET 3 -TRUCK DRIVERS DOOR 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) 1 -CYLINDER -MORTISE - (100200N MK 26 MC - SFIC) 1- CYLINDER -RIM - (100400HN MK 26 MC) 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD - (346C PE) 1 -SURFACE CLOSURE- (2721 689 YA) 1 -DOOR BELL- (SEE DOOR SCHEDULE NOTE 4) 1 -MAIL SLOT- (SEE DOOR SCHEDULE NOTE 11) NO OUTSIDE PULL SET 4 -TRASH COMPACTOR 1- CONTINUOUS HINGE - (CFM HDI PE) 1 -PADLOCK 1 -HASP 1- SURFACE CLOSER - (2701 689 YA) 1 -STOP -(406/409/441H US32D RO) 1-GASKETING-(45041CNB PE) SET 5 -JANITOR'S / SIGN ROOM DOORS 3 -HINGE - (MP1379 US26D MK) 1 -PASSAGE LOCK 4701 LN (F75) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) 1 -SURFACE CLOSER- (2701 689 YA) ABBREVIATIONS (ADM)- ADAMS RITE (BAL)- BALDWIN (BST)- BEST (DJO)- DON JO (DTX)- DETEX (FDL)- FOLGER ADAM CO (FRNK)- FOLGER ADAM CO, (GLY)- GLYNN JOHNSON (HAG)- HAGER (IVES) -IVES (LAW) -LAWRENCE (LCN) -LCN (LSE)- LOCKNETIGS SECURITY ENGINEERING (MK)- MCKINNEY (NGP]- NATIONAL GUARD PRODUCTS (PE) - PEMKO (QUAL) - FOLGER ADAM CO (RO) - ROCKWOOD (SCHL) SCHLAGE (STAN)- STANLEY (YA) - YALE & FLOOR FINISH KEY PLAN SCALE: 1/32" = V-0" NOTE: ALL GLAZING IS SINGLE NOTE: SEE DETAILS ON SHEET GLAZED LAMINATED A801 SLIDING PANEL - - AUTOMATIC ALUMINUM DOOR IN MANUFACTURER'S FRAME TO HAVE FULL EMERGENCY BREAK -AWAY FUNCTION CONCEALED SWEEP F SET 6 -DATA ROOM 3 -HINGE - (MPB79 US26D MK) 1 -STORE ROOM LOCK -(B PB 4705LN 626 YA) 1-SFIC CORE - (33700006K MK 26 MC) 1 -SURFACE CLOSER - (2701 689 YA) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) (ALWAYS REQUIRES KEY TO ENTER) SET 7 -OFFICE 3-HINGE-(MPB79 US26D MK) 1 -OFFICE ENTRY LOCK -(B PB 4707LN 626 YA) 1-SFIC CORE - (33700006K MK 26 MC) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) 1 -SURFACE CLOSER - (2701 689 YA) 1 -HOLD OPEN (CAN BE UNLOCKED USING KEY OR USING INTERIOR LOCKING MECHANISM) SET 8 -NOT USED SET -CASH / VAULT 3 -HINGE - (MPB79 US26D MK) 1 -STOREROOM FUNCTOION LOCK-(4705LN) 2-SFIC CORE - (33700006K MK 26 MC) 1- SURFACE CLOSER - (2701 689 YA) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) 1 -VIEWER - (622 STNN RO) 1-DEADBOLT-(BD112 626 YA) (ALWAYS REQUIRES KEY TO ENTER) SET 10 -RESTROOM / BREAK ROOM / TRAINING ROOIV 3 -HINGE - (MPB79 US26D MK) 1 -PUSH PLATE - (70C US32D RO) 1 -PULL PLATE - (111x70C US32D RO) 1- SURFACE CLOSER - (2701 689 YA) 1 -KICK PLATE -(K1050 10" US32D RO) 1 -FLOOR STOP 3 -SILENCERS -(608 RO) 1 -HOLD OPEN - BREAK ROOM & TRAINING ROOM ONLY SET 11 -WAREHOUSE / ROOF HATCH 1 -PADLOCK - (5451 FRON MK MC) ASSA ABLOY PROVIDES 1 -BALANCE OF HARDWARE - (BY DOOR MFR) O N S E SCHE c7 z � 2.. Jr N / 1/4" 1 z _- c� a CO 75 O _ �v 01� 0' a 1 - HOLLOW METAL o CD - o p o CO F_ �I X G� w O] J PRINCIPAL IN CHARCL H L O C: FRAME m i. U I U L J LL O 4- c cv 10. U7 0 O d' ti 0 U N 04-13-16 D 06 0 O RE l /13'!UN ! SEE SCHEDULE 1--2" HOLLOW METAL blo FRAME 2 TYPES Z� HOLLOW METAL FRAME O i NOTE: ALL EXTERIOR GLAZING IS NOTE: SEE DETAILS ON SHEET A801 SINGLE GLAZED LAMINATED, SEE SCHEDULE (INSIDE GLAZING IS TEMPERED.) SLIDING PANEL AUTOMATIC -� ALUMINUM DOOR IN MANUFACTURER'S iFRAME 2 -ACTIVE LEAFS TO HAVE EMERGENCY BREAK -AWAY o� FUNCTION TRACKS/FRAME TO BE INSTALLED SO THAT DOOR SWING IS CLEAR OF OBSTRUCTION TRACK TO BE INSET TO ALLOW DOORTYPES A SIDELITES TO SWING OUTWARD i3 O O a� N LL T-6" HOLLOW METAL FRAME DOOR SCHEDULE GENERAL NOTES A. ALL INTERIOR DOORS ARE TO BE 1-3/4" THICK UNLESS NOTED OTHERWISE. B. REFER TO FRAME TYPE FOR CORRESPONDING HEAD AND JAMB DETAILS UNLESS NOTED OTHERWISE. C. COORDINATE SIZE OF DOOR FRAME THROAT WITH WALL PARTITION TYPE. D. MOUNT DOOR CLOSERS ON N -PUBLIC SIDE OF DOOR TYPICAL E. INSTALL DOOR VIEWER/DOOR SCOPE IN DOORS INDICATED BY HARDWARE SETS-211WIDE SCOPE VIEW. BLACK ANODIZED ALUMINUM (ASD-#DS238-BLK@ WWW SAFETY DEVICES.COM, GRAINGER MODEL 1M HEWS, OR EQUAL) INSTALL @ 48" AFF F. FOR DOORS THAT HAVE DOUBLE KEYED LOCKS AND ARE READILY VISIBLE, DURABLE SIGN LETTERS NOT LESS THAN 1" (25 MM) HIGH ON A CONTRASTING BACKGROUND THAT READ "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED" ARE TO BE LOCATED ON OR ADJACENT TO THE DOOR LEAF. G. REFERENCE A002 FOR ADA REQUIREMENTS. ULE NOTES 1. AUTO SLIDER BY BESAM -ASSA ABLOY. 2. PROVIDE U -CHANGE CYLINDER. 3. 3'-0" X T-0" CASED OPENING TO HAVE RESIN CORNER GUARDS. 4. INSTALL DOOR BELL AT DOORS INDICATED TO TIE INTO MOOD MEDIA SYSTEMS, COORDINATE WITH MOOD MEDIA 5. PROVIDE KICK PLATES AND DOOR STOPS TO BREAKROOM AND RESTROOM ENTRY DOORS. 6. ACCESSIBILITY SIGNAGE 7. RECESSED TRACK OR NO TRACK OPTION 8. DOOR TO BE LAMINATED "COLUMBIAN WALNUT" 7943K 9. NO CYLINDER ON INSIDE SLIDER 10. MOTORIZED w/ MORTISE KEYED LOCKOUT STATION BY MMTC MODEL 3BLM (800.942.6682) 11. INSTALL MAIL SLOT IN DOOR. MODEL LD12 (AUTH-FLORENCE MANUFACTURING) 4"Hxl1 3/4" W WITH 3/4" FRAME. CLEAR ANODIZED ALUMINUM. 12. PREFINISHED STANDARD TAN COLOR 13. NEW DOCK BUMPERS AND LEVELER. ZiS 14. INTERIOR FACE OF DOOR TO BE PAINTED TO MATCH INTERIOR ADJACENT WALL COLOR, EXTERIOR FACE OF DOOR TO BE PAINTED TO MATCH EXTERIOR ADJACENT WALL COLOR. FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 SW 6106 "KILIM BEIGE" PT -2 SW "PURE WHITE" PT -3 SW 6868 "REAL RED" PT -4 SW 6071 "POPULAR GRAY" PT -5 SW 7022 "ALPACA" PT -6 MSL219 "WILD TURKEY" (MSL- MARTHA STEWART LIVING PAINT SOLD BY HOME DEPOT) PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE - 100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB - 100066117 WT -1 PURE WOOL GLASS TILE - 6"x12" - #913102102 (#02 PEWTER UNSANDED GROUT #100036003) WT -2 MONROE BRICK GLASS MOSAIC - 100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 RIVER WOOD "CHARCOAL" - 9"x36" - 1000107242 (#47 CHARCOAL SANDED GROUT #100035781) WT -4 "NEW YORK SOHO" - 4"x8" BRICK LOOK PORCELAIN TILE - 100086917 (#02 PEWTER SANDED GROUT #100035302) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) FT -1 METROPOLIS GRAY 16"x32" PORCELAIN TILE - 100048099 (FLEXCOLOR CQ SILVER SANDED GROUT 100068824) FT -2 DOWNTOWN ECRU 16"x32" PORCELAIN TILE - 100056555 (FLEXCOLOR CQ IVORY SANDED GROUT #10008840) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1 G #100068873 VB -1 ROPPE RUBBER BASE #110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -4 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYFALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED. SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. 3/8" SCHULUTER RENO -RAMP SKU#951200262 DIRECT GLUE -DOWN VINYL / RESILIENT FLOORING (REFER TO MFR. CONCRETE vs SPECIFICATIONS) TILE OVER THIN SET ° a ' ° FEATHER TO TOP OF EDGE STRIP VINYL TO CONCRETE TILE TO CONCRETE FLOOR TRANSITIONS SCALE: N.T.S. SV SCHEDUILE S E SCHEDU SEE SCHEDULE 0 o a ~ \ \ I--1\ \ \- LOUVER \ / ir B 131 C gg SCHEDU / 0 r` \ f� IC w 0 w U w w U) 1/2" SCHULUTER RENO -RAMP SKU//951502190 CONCRETE 4 SEE SCHEDULE E DOOR HARDWARE GROUPS SET 1 -STOREFRONT DOORS PER DOOR MANUFACTURER 2 -CYLINDER (100200N MK 26 MC) SET 2 -SINGLE EGRESS DOORS 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632E 1109 MK 630 YA SFIC) 1 -CYLINDER -MORTISE - (10020ON MK 26 MC) 1- CYLINDER -RIM - (10040OHN MK 26 MC) 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD - (346C PE) 1 -SURFACE CLOSURE- (2721 689 YA) SET 3 -TRUCK DRIVERS DOOR 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) 1 -CYLINDER -MORTISE - (100200N MK 26 MC - SFIC) 1- CYLINDER -RIM - (100400HN MK 26 MC) 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD - (346C PE) 1 -SURFACE CLOSURE- (2721 689 YA) 1 -DOOR BELL- (SEE DOOR SCHEDULE NOTE 4) 1 -MAIL SLOT- (SEE DOOR SCHEDULE NOTE 11) NO OUTSIDE PULL SET 4 -TRASH COMPACTOR 1- CONTINUOUS HINGE - (CFM HDI PE) 1 -PADLOCK 1 -HASP 1- SURFACE CLOSER - (2701 689 YA) 1 -STOP -(406/409/441H US32D RO) 1-GASKETING-(45041CNB PE) SET 5 -JANITOR'S / SIGN ROOM DOORS 3 -HINGE - (MP1379 US26D MK) 1 -PASSAGE LOCK 4701 LN (F75) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) 1 -SURFACE CLOSER- (2701 689 YA) ABBREVIATIONS (ADM)- ADAMS RITE (BAL)- BALDWIN (BST)- BEST (DJO)- DON JO (DTX)- DETEX (FDL)- FOLGER ADAM CO (FRNK)- FOLGER ADAM CO, (GLY)- GLYNN JOHNSON (HAG)- HAGER (IVES) -IVES (LAW) -LAWRENCE (LCN) -LCN (LSE)- LOCKNETIGS SECURITY ENGINEERING (MK)- MCKINNEY (NGP]- NATIONAL GUARD PRODUCTS (PE) - PEMKO (QUAL) - FOLGER ADAM CO (RO) - ROCKWOOD (SCHL) SCHLAGE (STAN)- STANLEY (YA) - YALE & FLOOR FINISH KEY PLAN SCALE: 1/32" = V-0" NOTE: ALL GLAZING IS SINGLE NOTE: SEE DETAILS ON SHEET GLAZED LAMINATED A801 SLIDING PANEL - - AUTOMATIC ALUMINUM DOOR IN MANUFACTURER'S FRAME TO HAVE FULL EMERGENCY BREAK -AWAY FUNCTION CONCEALED SWEEP F SET 6 -DATA ROOM 3 -HINGE - (MPB79 US26D MK) 1 -STORE ROOM LOCK -(B PB 4705LN 626 YA) 1-SFIC CORE - (33700006K MK 26 MC) 1 -SURFACE CLOSER - (2701 689 YA) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) (ALWAYS REQUIRES KEY TO ENTER) SET 7 -OFFICE 3-HINGE-(MPB79 US26D MK) 1 -OFFICE ENTRY LOCK -(B PB 4707LN 626 YA) 1-SFIC CORE - (33700006K MK 26 MC) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) 1 -SURFACE CLOSER - (2701 689 YA) 1 -HOLD OPEN (CAN BE UNLOCKED USING KEY OR USING INTERIOR LOCKING MECHANISM) SET 8 -NOT USED SET -CASH / VAULT 3 -HINGE - (MPB79 US26D MK) 1 -STOREROOM FUNCTOION LOCK-(4705LN) 2-SFIC CORE - (33700006K MK 26 MC) 1- SURFACE CLOSER - (2701 689 YA) 1 -STOP -(406/409/441H US32D RO) 3 -SILENCERS -(608 RO) 1 -VIEWER - (622 STNN RO) 1-DEADBOLT-(BD112 626 YA) (ALWAYS REQUIRES KEY TO ENTER) SET 10 -RESTROOM / BREAK ROOM / TRAINING ROOIV 3 -HINGE - (MPB79 US26D MK) 1 -PUSH PLATE - (70C US32D RO) 1 -PULL PLATE - (111x70C US32D RO) 1- SURFACE CLOSER - (2701 689 YA) 1 -KICK PLATE -(K1050 10" US32D RO) 1 -FLOOR STOP 3 -SILENCERS -(608 RO) 1 -HOLD OPEN - BREAK ROOM & TRAINING ROOM ONLY SET 11 -WAREHOUSE / ROOF HATCH 1 -PADLOCK - (5451 FRON MK MC) ASSA ABLOY PROVIDES 1 -BALANCE OF HARDWARE - (BY DOOR MFR) G EE SCHED 6"x36"LAM I NATE D GLASS WINDOW CD \ ~ \ KICK PLATE - FINISH TBD T i If PT -2---/ www.IIttIeonline.com "Phis drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, cojying or other use oj"Ibis drawing without their written consent is prohibited and aty infringement will be subject to legal action. PT -2 © Little 2016 FLOORFVA ECOR O 7414 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 TYPICAL COLUMN PAINT SCHEME SCALE: 1/2" = V-0" FLOOR FINISH PLAN LEGEND FAUX WOOD VINYL FLOORING PORCELAIN TILE FLOORING SEALED CONCRETE POLISHED CONCRETE EE SCHED S SCHEDUI 28"x34" n 6"x6"LAMINATED LAMINATED / GLASS WINDOW GLASS / 1 / TYP. / MAIL SLOT _ o \ \ J K J � CO M N cro Q ti W ❑ f L.1� wO WU_J LL W Z ® ' ®® Z N CIS N T-6" 2" 2" c7 z - Jr N / 1/4" 1 z C° 11 < STEEL a CO PLATE O _ �v 01� 0' a 1 - HOLLOW METAL o FRAME r` z o PIANO HINGE X w G EE SCHED 6"x36"LAM I NATE D GLASS WINDOW CD \ ~ \ KICK PLATE - FINISH TBD T i If PT -2---/ www.IIttIeonline.com "Phis drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, cojying or other use oj"Ibis drawing without their written consent is prohibited and aty infringement will be subject to legal action. PT -2 © Little 2016 FLOORFVA ECOR O 7414 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 TYPICAL COLUMN PAINT SCHEME SCALE: 1/2" = V-0" FLOOR FINISH PLAN LEGEND FAUX WOOD VINYL FLOORING PORCELAIN TILE FLOORING SEALED CONCRETE POLISHED CONCRETE EE SCHED S SCHEDUI 28"x34" n 6"x6"LAMINATED LAMINATED / GLASS WINDOW GLASS / 1 / TYP. / MAIL SLOT _ o \ \ J K J � CO M N cro Q ti W ❑ f L.1� wO WU_J LL W Z ® ' ®® Z N CIS N DOOR AND FINISH SCHEDULES 1 11 SUE / DATE SHEET NUMBER 1 sillMf� rw M* .; N ' \• rn I Q� .� 0' a 1 !s PRINCIPAL IN CHARCL JR .................. PROJECTMANACCSk i. JL DRAWN BY JC 10. REASON DATE '2\ADDENDunl 04-13-1G OR RF,i'ISIUN.S' 4DDENDUA1 t BID 04-13-16 Olt'�NLIi KLi f�I5YUN3' RE l /13'!UN ! 1 05 -3t -1G UII�N�RRta1�1S1UN.S, DOOR AND FINISH SCHEDULES 1 11 SUE / DATE SHEET NUMBER 1 sillMf� rw M* E Qi M 1. LO � j CD N i r-' C C of { H I (-y) H LL FRONT VIEWS TUS :30144:36- FRAME C3 X3.5 COLUMNS- 144" HIGHX 36" DEEP 1-1/4"X 1-1/4" X 1/8" ANGLE DIAGONAL AND 1-1/2" X 1-1/2'X 1/8" HORIZONTAL BRACING TUS :3014442- FRAME C3 X3.5 COLUMNS- 144" HIGHX 42" DEEP. 1-1/4"X 1-1/4" X 1/8" ANGLE DIAGONAL AND 1-1/2" X 1-1/2'X 1/8" HORIZONTAL BRACING BACK TO BACK FRAME END VIEW 96" WIDE BAYS- P64876096,4-718" X 96" STEP BEAM 16 GA, 3 RIVET CONNECTOR- GAP 6620# /PAIR 120" WIDE BAYS- P65506120, 5-112" X 120" STEP BEAM. 16 GA., 4 RIVET CONNECTOR- CAP 6480#/PAIR. 144" WIDE BAYS- P8600:3144, 5-718" X 96" STEP BEAM 1:3 GA 4 RIVET CONNECTOR- CAP 5890#/PAIR NOTE: ELEVATIONS MAY VARY SLIGHTLY WAREHOUSE RACK SCALE: N.T.S. TYPICAL RACK DETAILS SHOWN FOR INFORMATION ONLY. WEDGE ANCHOR DETAIL (1) 1-1/2" X4-1/2" HILTIKWIK BOLT TZ ANCHOR PER BASE PLATE- MINIMUM EMBEDMENT 3-1/4" ANCHORAGE SHALL BE DESIGNED BY RACK SUPPLIER, INCLUDING SEISMIC LOADS. 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F1 01 - 03.23.16 1 1 �� Q Lc i N V_ r N c 3 U U) I LL �I 110- 0 0 c U) Q U W U L U) L a) a) c 0) c W J LL EDGE COOK 0 1 2 3 4 5 6 7 291'-0" 33'-8y4 36'-0" 45'-0" 45'-0" , 41'-3%" 2 S101 13'-4" , 22 -6 22-6 '" '" I CL „ I I r - - I I I I I I 6 NEW 8 LOAD BEARING 5202 MASONRY WALL, SEE E I I I 1 I �— 4' S" ------------------------------------ ------------ ------------------- ------ 4S202---- --- -- - ---- --- --- ----- ---- ------------ ---- ----------------- --------__ -----------------I ---------------------- -- �o®_®� ®__--___.-. �.® _ ---------- I , I I j � I NEW 8" BOND BEAM LINTEL W/ II I I I I E �' I -_- - - ___--- .�-- -- --(2 ) #_5 AT WINDOW ABOVE. 4 COORD. W/ ARCH EXISTING WALL A ND sFOOTING TYPICAL 1NEW 6 SLAB, SEE SLAB NOTE ON 3/S101, NEW FTG. MATCH EXISTING I I T SLAB—3'-10" COORD. I I T/FTG ELEV, SEE 5/S202. 1 W/ ARCH DOWEL LONG. FTG. REINF. INTO EXISTING FTG. PER 8/S201 4: ------------------- `---- II 0 SRH IIIIIIIIIIII IIIIII!IIII I II ---------- I -—-—-- — - — - -—--- — - — - ---------- I I I I I I II I I I ! II II II I EXISTING JAMB REINF TO II I II REMAIN, DO NOT DAMAGE EXISTING DOORS, OPENINGS, I DURING CONSTRUCTION, DO AND NOTNDAMAGEOPIES O REMAIN. j TYP. II �\ I IINDICATES TYP. SLAB I I CONSTRUCTION OR2(I I O I CONTROL JOINTS FOR ADD NEW CONCRETE I i ALTERNATE, SEE 3/S201. I I PAVING SEE II I/.—CONSTRUCTION JOINTS ON I I CIVIL—X I I I II I -I I ----- - I II I II I II II O II EXISTING TILT UP CONC. WALL AND I I I :T FOUNDATION I II T—WEST GRIDS I II I I I I --—- — - — - —- — — - - - - - - - - - - -1 r - EXISTING SLAB TO REMAIN � I - ADD ALTERNATE: I I NEW 6" SLAB ON GRADE (4000 PSI) REINFORCED W/ I 6LB/CY HELIX 5-25 MICRO REBAR (IN ACCORDANCE I I ' W/ UNIFORM ES ER -0279) OVER 10 MIL. VAPOR I BARRIER AND 4" COARSE SAND DRAINAGE FILL. I I CONTRACTOR TO INCLUDE DEDUCTIVE ALTERNATE IF I I EXISTING SUB -BASE IS SAND. COORD. ELEV. W/ I ! ARCH. POUR TIGHT TO WALL, I I I II ALTERNATE: I I REPLACE MICRO REBAR W/ 6x6-W2.9xW2.9 (4" CLR I OFF BOTT.) -- - - - - —--—--— - - — - —---—--— - --------------_— ------— - - — -II —� I I I II II z z I I I ISOLATION JOINT I I I z INDICATES PORTION OF I I x 0- EXISTING OPENING TO INFILL I I I I � w I I I ®EA. COLUMN ``' I ' I PER 5/S201 ri W/ 60OS162-43 METAL STUDS ® 16" O.C., COORD. W/ ARCH II p� -- --------- }----— -— --— -- NEW CONC, RETAINING WALL, �A�----- --I I-------------------------------------—-—--d►-----—- — - — - —---— _ II 2' MAX HEIGHT, COORD. W/ I I I I ARCH & CIVIL I I II II Z LOADING DOCK PARTIAL FOUNDATION PLAN S101 SCALE:: 3/16"=1'-0" I I I I EXISTING WALL AND I I m r N I 04 4 V 0 I II I I I I FOOTING TYPICAL II 1 I II NOTES: I I 5103 I I 1. TOP OF FOOTING - T.O.F. O REFERENCED FROM MAIN BLDG, FIN. FL. ELEV. (SEE CIVIL) (0'-0"). 2. TOP OF EXTERIOR FOOTINGS (-1'-4") TYPICAL UNLESS NOTED OTHERWISE. I -;i-� — I -T — — — I ' ----------- C Z -----------' — -- ----------------- ------ — — — — — — — — — — —-------- —— — — — — — — — — — — — -------1 ------ — O� -----=--=--_ — ------------ ----- -- — _�-- _ _—_--_�_�_ P =F=—=__=---------- -------------------- I---- I I L -I -J L -.LJ I r -_J l_ --I I --J L-� �. _I -J I I I �° V4 4- V 4 -- r II I I I I r -I- X I 4 ° r I I� 4 d 1..— '4 4� .. L—_J_---— J I II , II I I III �- J L�'-J BOLLARDS, 3 a— .4' °' SEE ARCH. S101 ° ° '4 ° °• 4 I .4 .J '.4• ° .. 4 A I ' (2) NEW HSS8x6xg, SEE (2) NEW HSS8x6x, SEE al 4 4 5/S301 FOR DETAILS 5/S301 FOR DETAILS ° : ;4 4 ' 4 ° 4. 4 °' W 4 4 4 �l^ ° 2 3.8 4.5 5.1 6 7 ' I o 10 EXISTING TILT UP ra.e : •. g.' 1 6 S201 s CONC. WALL AND 5201 FOOTING S301 O 5301 L- -----__-_---__-__-_- -----_-.-----_- ---- - - - - -- -- --7----------------- ,• ----------------- 1 r. ----------------- --- ----— — — — — — ---- — — — — — — — — — — — — — — — — ----- I---------------------------�— --- s _I NEW OPENING — —_—_— NL�W OPENING S2o1 ±12'-O" COORD. W ARCH. szol INDICATES EXISTING f8 -0' COORD. W/ ' INFILL OF TILT -UP A �H I S201 I 1 FOUNDATION AND SLAB PLAN 1 1 L CONC. WALL � I I i S 101 SCALE: 1/16"=l' -O" II I 1 I I ®� F60x80 J L_ BOLLARDS, _����__o F60 80 NOTES: (MATCH EXISTING SEE ARCH. (MATCH EXISTING I 1. TOP OF FOOTING — T.O.F. () REFERENCED FROM FIN. FL. ELEV. (SEE CIVIL) (0'-0"). B FTG ELEVATION) B/FTG ELEVATION) I 2. TOP OF EXTERIOR FOOTINGS " I / , (-1 -4) TYPICAL UNLESS NOTED OTHERWISE. 3. CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF 1 I DEPRESSIONS. 52D2 4 i 5. SEE SHEET S001 FOR GENERAL NOTES. NEW HSS 8x8xa 1 I " 6. "STEP" DENOTES FOOTING STEP. SEE 6/S201 FOR DETAIL. w I TYP OF (4) I i I � Q I 7. SEE 2/S202 FOR TYPICAL DETAIL TO INFILL EXISTING CMU WALL OPENINGS. I I I ow f I 8. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING -— — — --�-- I V) U I CONSTRUCTION OR FABRICATING MATERIALS. — I I I 9. SEE 2/S201 FOR BASE PLATE SCHEDULE. NEW 6" SLAB ON GRADE (4000 PSI) REINFORCED W/ `---- F70_J 6LB/CY HELIX 5-25 MICRO REBAR (IN ACCORDANCE W/ (-2'-0") ' UNIFORM ES ER -0279) OVER 4" COARSE SAND ; DRAINAGE FILL. CONTRACTOR TO INCLUDE DEDUCTIVE ALTERNATE IF EXISTING SUB -BASE IS SAND. COORD. ELEV. W/ ARCH (SLOPES). ALTERNATE: ' REPLACE MICRO REBAR W/ 6x6-W2.9xW2.9 (4" CLR OFF ( ; i BOTT.) I ; I ; I ; I ; I ; , I � I ; I I I 11 1'-434" s2o1 LL , 36'-0" 13'-7%" 1 CL 3 PRO LOADING AREA S101 SCALE: 3/16"=1'-0" cV d- www.IittIeonIIne.com This drawing and the design shown are theImpeaty of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing EAS infringement will be subject to legal action. CONSTRUCTION FLOOR INT 2233 LAKE PARK t •— SMYRNA, GA 30080 - Gd ---GJ �— _J N W (� j` W � W W � • , (yo LJL W oz® CONSTRUCTION JOINT LLZ 0 Q -.X 0N ml :PROVIDE NEW 5X\ T—WEST GRIDS I II I I I I --—- — - — - —- — — - - - - - - - - - - -1 r - EXISTING SLAB TO REMAIN � I - ADD ALTERNATE: I I NEW 6" SLAB ON GRADE (4000 PSI) REINFORCED W/ I 6LB/CY HELIX 5-25 MICRO REBAR (IN ACCORDANCE I I ' W/ UNIFORM ES ER -0279) OVER 10 MIL. VAPOR I BARRIER AND 4" COARSE SAND DRAINAGE FILL. I I CONTRACTOR TO INCLUDE DEDUCTIVE ALTERNATE IF I I EXISTING SUB -BASE IS SAND. COORD. ELEV. W/ I ! ARCH. POUR TIGHT TO WALL, I I I II ALTERNATE: I I REPLACE MICRO REBAR W/ 6x6-W2.9xW2.9 (4" CLR I OFF BOTT.) -- - - - - —--—--— - - — - —---—--— - --------------_— ------— - - — -II —� I I I II II z z I I I ISOLATION JOINT I I I z INDICATES PORTION OF I I x 0- EXISTING OPENING TO INFILL I I I I � w I I I ®EA. COLUMN ``' I ' I PER 5/S201 ri W/ 60OS162-43 METAL STUDS ® 16" O.C., COORD. W/ ARCH II p� -- --------- }----— -— --— -- NEW CONC, RETAINING WALL, �A�----- --I I-------------------------------------—-—--d►-----—- — - — - —---— _ II 2' MAX HEIGHT, COORD. W/ I I I I ARCH & CIVIL I I II II Z LOADING DOCK PARTIAL FOUNDATION PLAN S101 SCALE:: 3/16"=1'-0" I I I I EXISTING WALL AND I I m r N I 04 4 V 0 I II I I I I FOOTING TYPICAL II 1 I II NOTES: I I 5103 I I 1. TOP OF FOOTING - T.O.F. O REFERENCED FROM MAIN BLDG, FIN. FL. ELEV. (SEE CIVIL) (0'-0"). 2. TOP OF EXTERIOR FOOTINGS (-1'-4") TYPICAL UNLESS NOTED OTHERWISE. I -;i-� — I -T — — — I ' ----------- C Z -----------' — -- ----------------- ------ — — — — — — — — — — —-------- —— — — — — — — — — — — — -------1 ------ — O� -----=--=--_ — ------------ ----- -- — _�-- _ _—_--_�_�_ P =F=—=__=---------- -------------------- I---- I I L -I -J L -.LJ I r -_J l_ --I I --J L-� �. _I -J I I I �° V4 4- V 4 -- r II I I I I r -I- X I 4 ° r I I� 4 d 1..— '4 4� .. L—_J_---— J I II , II I I III �- J L�'-J BOLLARDS, 3 a— .4' °' SEE ARCH. S101 ° ° '4 ° °• 4 I .4 .J '.4• ° .. 4 A I ' (2) NEW HSS8x6xg, SEE (2) NEW HSS8x6x, SEE al 4 4 5/S301 FOR DETAILS 5/S301 FOR DETAILS ° : ;4 4 ' 4 ° 4. 4 °' W 4 4 4 �l^ ° 2 3.8 4.5 5.1 6 7 ' I o 10 EXISTING TILT UP ra.e : •. g.' 1 6 S201 s CONC. WALL AND 5201 FOOTING S301 O 5301 L- -----__-_---__-__-_- -----_-.-----_- ---- - - - - -- -- --7----------------- ,• ----------------- 1 r. ----------------- --- ----— — — — — — ---- — — — — — — — — — — — — — — — — ----- I---------------------------�— --- s _I NEW OPENING — —_—_— NL�W OPENING S2o1 ±12'-O" COORD. W ARCH. szol INDICATES EXISTING f8 -0' COORD. W/ ' INFILL OF TILT -UP A �H I S201 I 1 FOUNDATION AND SLAB PLAN 1 1 L CONC. WALL � I I i S 101 SCALE: 1/16"=l' -O" II I 1 I I ®� F60x80 J L_ BOLLARDS, _����__o F60 80 NOTES: (MATCH EXISTING SEE ARCH. (MATCH EXISTING I 1. TOP OF FOOTING — T.O.F. () REFERENCED FROM FIN. FL. ELEV. (SEE CIVIL) (0'-0"). B FTG ELEVATION) B/FTG ELEVATION) I 2. TOP OF EXTERIOR FOOTINGS " I / , (-1 -4) TYPICAL UNLESS NOTED OTHERWISE. 3. CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF 1 I DEPRESSIONS. 52D2 4 i 5. SEE SHEET S001 FOR GENERAL NOTES. NEW HSS 8x8xa 1 I " 6. "STEP" DENOTES FOOTING STEP. SEE 6/S201 FOR DETAIL. w I TYP OF (4) I i I � Q I 7. SEE 2/S202 FOR TYPICAL DETAIL TO INFILL EXISTING CMU WALL OPENINGS. I I I ow f I 8. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING -— — — --�-- I V) U I CONSTRUCTION OR FABRICATING MATERIALS. — I I I 9. SEE 2/S201 FOR BASE PLATE SCHEDULE. NEW 6" SLAB ON GRADE (4000 PSI) REINFORCED W/ `---- F70_J 6LB/CY HELIX 5-25 MICRO REBAR (IN ACCORDANCE W/ (-2'-0") ' UNIFORM ES ER -0279) OVER 4" COARSE SAND ; DRAINAGE FILL. CONTRACTOR TO INCLUDE DEDUCTIVE ALTERNATE IF EXISTING SUB -BASE IS SAND. COORD. ELEV. W/ ARCH (SLOPES). ALTERNATE: ' REPLACE MICRO REBAR W/ 6x6-W2.9xW2.9 (4" CLR OFF ( ; i BOTT.) I ; I ; I ; I ; I ; , I � I ; I I I 11 1'-434" s2o1 LL , 36'-0" 13'-7%" 1 CL 3 PRO LOADING AREA S101 SCALE: 3/16"=1'-0" cV d- www.IittIeonIIne.com This drawing and the design shown are theImpeaty of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their wrillen consent is prohibited and any infringement will be subject to legal action. © Little 2016 --- FLOOR DECOR 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT _J N W (� j` W � W W � • , (yo LJL W oz® O® LLZ 0 Q N U) 0N ml N6 5X\ Y STATE OF 40 r ORI �iitlttt NA \\ \\����� PROJECT TEAM PRINCIPAL IN CHARGE DANIEL WRAY, P.E. PROJEU MANAGER BRYAN STARR, P.E., S.E. DRAWN 13Y COLIN MANNING NO. REASON DATE REVISION 1 05/31/16 OWNER" R*Nl'! I.ONS ....................................... ....................................... ....................................... ................................•... ....................................... .......................I............... SHEET TITLE FOUNDATION PLAN & DETAILS PROJECT 121-5505-00 .. FOR CONST. S 101 03.23.16 4 f f 0 CL (y) 0 N C U L 4- (nI J LL _I L_ 0 0 C c>s U) 0 U_ D 4- U) m C W J LL 0 C CU U) a 0 c� M r N r L 0 U N 0 06 0 0 LL Z) 0 0 cu 4- m U.55 B/ MID—HEIGH BEAM +2'-10" NEW 11" 22 G. METAL DECK, m / um urinu-r annin N Z PUMP ROOM FRAMING PLAN S 102 SCALE: 1 /2"=1 '-0" NOTES: 1, ALL ELEVATIONS REFERENCED FROM MAIN BLDG FIN. FLR. ELEV. (0'-0") "A - EXISTING TILT UP CONC. WALL AND FOOTING / 6 6 S301 4S301 HSS12x6xg; n HSS10x6x n A/4'' 36'-0" 13'-734" CRY WALL, SEE VALL DETAILS T BOND D BEAM ELEV. DRILL 2) #5 LONG RESNF. ;ING HILTI HIT HY-200 D), LAP PER LAP ,ULE. SEE 4/S202 TAILS m NOTE: DO NOT ATTACH CANOPY STRUCTURE TO EXISTING BUILDING, PROVIDE 2j" GAP MINIMUM, COORD FLASHING DETAIL W/ ARCH. DWGS. I I PROVIDE" FULL DEPTH STIFF PLATES EA. SIDE OF BEAM WEB AT COLUMNS, TYP. ( M0© 11 "TYP. EA. SIDE PRO LOADING AREA ROOF FRAMING PLAN S102) SCALE: 3/16"=1'-0" (7) ROOF FRAMING PLAN (+17'-2j")W21 x44 www.IittIeonIine.c0m NOTES : T his drawing and the design shown are the properly 2 ALL ELEVATIONS REFERENCED FROM FIN. FLR. ELEV. (0'-0"). 2. 5302 30K1 2ud without their written consent is prohibited and any 3. SEE SHEET S001 FOR GENERAL NOTES. 4. DO NOT SUPPORT ANY PLUMBING, MECHANICAL OR FIRE PROTECTION 30K12 _I� _ O0 A V) o FROM JOIST BRIDGING. I I SEE 2/S301 FOR ROOF OPENING AND RTU SUPPORT FRAMES. G.C. W24x55 (+16'-11")/I\ SIZE AND LOCATION OF FRAMES. W21 x44 (+16'-104") ALL MECHANICAL UNIT CONNECTIONS TO SUPPORTING STEEL TO BE DESIGNED AND J FURNISHED BY SUPPLIER TO RESIST ALL LOCAL WIND AND SEISMIC LOADS. SUBMIT W ❑ SIGNED AND SEALED CALCULATIONS FOR APPROVAL. z 7. PROVIDE DIAGONAL AND UPLIFT BRIDGING AS REQ'D PER SJI SPECS NEW 1) 22 GAGE 1 s3oz LL GALV. METAL DECK, FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING SEE 1/S301 ma 9. 36'-0" 13'-734" CRY WALL, SEE VALL DETAILS T BOND D BEAM ELEV. DRILL 2) #5 LONG RESNF. ;ING HILTI HIT HY-200 D), LAP PER LAP ,ULE. SEE 4/S202 TAILS m NOTE: DO NOT ATTACH CANOPY STRUCTURE TO EXISTING BUILDING, PROVIDE 2j" GAP MINIMUM, COORD FLASHING DETAIL W/ ARCH. DWGS. I I PROVIDE" FULL DEPTH STIFF PLATES EA. SIDE OF BEAM WEB AT COLUMNS, TYP. ( M0© 11 "TYP. EA. SIDE PRO LOADING AREA ROOF FRAMING PLAN S102) SCALE: 3/16"=1'-0" (7) 0 ROOF FRAMING PLAN S102 SCALE: 1/16"=1'-0" www.IittIeonIine.c0m NOTES : T his drawing and the design shown are the properly 1. ALL ELEVATIONS REFERENCED FROM FIN. FLR. ELEV. (0'-0"). 2. CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. without their written consent is prohibited and any 3. SEE SHEET S001 FOR GENERAL NOTES. 4. DO NOT SUPPORT ANY PLUMBING, MECHANICAL OR FIRE PROTECTION EQUIPMENT FROM JOIST BRIDGING. 5, SEE 2/S301 FOR ROOF OPENING AND RTU SUPPORT FRAMES. G.C. TO COORDINATE SIZE AND LOCATION OF FRAMES. 6. ALL MECHANICAL UNIT CONNECTIONS TO SUPPORTING STEEL TO BE DESIGNED AND J FURNISHED BY SUPPLIER TO RESIST ALL LOCAL WIND AND SEISMIC LOADS. SUBMIT W ❑ SIGNED AND SEALED CALCULATIONS FOR APPROVAL. z 7. PROVIDE DIAGONAL AND UPLIFT BRIDGING AS REQ'D PER SJI SPECS AT ALL NEW JOISTS. LL 8. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION OR FABRICATING MATERIALS. ma 9. NEW RTU'S SHALL BE PLACED ON EXISTING CURBS, AND WEIGHT MUST BE LESS e`\\\\,eli liP9ofl1�;,, , THAN EXISTING. IF OTHERWISE, NOTIFY ENGINEER. 0 5815 Westpark Drive 704.525.6350 704.561.8700 www.IittIeonIine.c0m T his drawing and the design shown are the properly of Little Diversied Arcliitecttiral Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © Little 2016 FIMOR F7ACkfNA D EC0R 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT NAME ❑ J N co C'7 N Q W ❑ r-- I-- - Or_ z Lu W c)J &w4i W L— FIMPA Lu - 0 z ❑M�/ DO LL z � Q 00N N C) ma e`\\\\,eli liP9ofl1�;,, , NO, 6,9499 ?fie �--" STAIE OF 17ROJECT tt/Mill 1111\0 TEAM PRINCIPAL IN CHARGE DANIEL WRAY, P. E. PROJECT MANAGHR BRYAN STARR, P.E., S.E. DRAWN BY COLIN MANNING ISSUE REMSIONS NO. REASON DATE REVISION 1 .............. �OWNER��REVISIONS 05/31/1 ...........1........................... ....................................... ........... ... I........................ ....................................... ....................................... ....................................... SHEET TITLE ROOF FRAMING PLAN & DETAILS PROJECT NO. 121-5505-00 FOR CONST. S 1 02 03.23.16 0 A m U 2 UI I LL -I 0 co fn Q U E2 4- 0 D L U) L w J LL ti O C (LS O 0 CO co 04 L 0 U N 0 06 L- 0 O 0 0 0z ro m N LL EXISTING OPENING INFILL W 600S162-43 METAL EXISTING OPENING INFILL W 60OS162-43 METAL STUDS ® 16 O.C. W DEFL. NEW OPENING IN TILT UP WALL HEAD AT TOP, COORD. W. ARCH f 16'-0", COORD W/ ARCH I STUDS ® 16„ O.C. W/ DEFL. I I I I ' HEAD AT TOP, COORD. W. ARCH -________-- ---� I - --------i (2) NEW HSS10x6x3/8 TYP.K s , �-------I--------I I I I I I S3 01 0 ------D -------------------------- ------------------------------------------------------------------------ - � 1-----_ - ---- -------------------------------------------- I- I I I I a EXISTING LOW BEAM ® - EXISTING LOW BEAM -----ROLtEDS$xgx --T - - - - — - - - - - --------- t.--------------------------------- ----------'--- —_ —------------------------------ ---- __ ---- ---- --------------------------------- ---------------------------------- --'--- -- —� - - - -I--- -�' - - - - - -- --- - - ----- ----------- -----I---- — - ---- - --- - - --- - ----- * ---- t ----------------- ------ I I I I I I i-------- I � I I I' I I I I I I I I I I j J L-------- J L--------- I I }----- L- -----,------ L_---. _ J I F � F I I I I --_----- �,------ o � D EXTERIOR PAVING, � I i I � � I I -I- - - - - - - - SEE CIVIL EXTERIOR PAVING, I -00� SEE CIVIL -00 I I I I L I I r--------j--------I �-------j--------I r------ i -- — — —— -I I �' I I I I ', I I I, I I --7---7------I I I I I I I I I I I I I I I I I I I I I I I I I -- ---�----J--- - - - --� ----------�---� - ---------------- ------------ -------------�--- II I I r I--------—I-----------—I--------- —I — - - - — - - - - - — -- I I I I I I I I I � i i i I I I I------- ' --- -+—_--_---------------+----- -----F------------------- - -------- i----------+-------------------�- I --- I I I I I I I I I I I I I I EXISTING FRONT I , I I I I I EXISTING FRONT L ----- -----_J I I I I I I CANOPY COLUMNS j j L ---j--- j ------ CANOPY COLUMNS------� AND FOUNDATIONS L_______T_______J I I AND FOUNDATIONS L_______T_ L------------J-------------J �---------------------------� I i I I I I I I I I I I i I I I I I I I I I I I I I I 1'-10y” 20'-638» ' 6'-1y8" 20'-7y8" 24'-05/8, 4y4 26'-4y8" 18'-77/8, I I I I 118'-6" I I 'L.4 'L.9 363.5 3.8 6 4.5 6511 0 I d - I !!5 0 w EXISTING 101<1 JOISTS ® 5'-0" O.C. I EXISTING HSS12x6xi I 0 EXIST. J.B.E. f24'-0" V.I.F. I HSS12x6x1 (J.B.E. I I HIGH I(E) HSS8x6x4 I I I I (T/SY.EEL 35'-4") I LOW E) HSS6x6x4 I I (DIAGI) I (E) HSS12x6xj (T/STEEL 25-11j") I I I I 20'-638„ I I D q-� FRONT ENTRY FOUNDATION PLAN stow scnie i/a"=i'-n" EXISTING 1OK1 JOISTS @ 5-5j" O.C. TYP, EXISTING TILT UP CONC. WALL AND (E) HSS6x6xj COLUMN W/ (E) HSS1216xj COLUMN FOOTING NEW HSS6x6xj STUB COLUMN W/ NEW H S12x6xi ABOVE COLUMN 300E I NEW HSS 14x10xj LINTEL T/STEEL ' t11' -8j" COORD. W/ ARCH -� E HSS12x6x J.B.E. (E) HSS12x6xj (J.B.E.) I (E) HSS6x6xi COLUMN W/ NEW HSS6x6xj STUB COLUMN ABOVE I Q w 8 W _ D_ NEW HSS6x6xi I I I o m I DIAG. BRACE (D x NEW HSS6x6x NEW HSS6x6xi x NEW HSS8x6xj (T/STEEL 44' 4j") U)o DIAG. BRACE DIAG. BRACE x AND HSS6x6xj(DIAG.) I I I 07 0 V) I I I I00 o w _ (n I :2(n qui NEW HSS6x6xi �w z �� w C LUMN EXTENSION w I = m NEW HSS6x6xj PER 7/S302 m� INEW HSS12x8x I I 2001 COLUMN EXTENSION NEW HSS12x8x4 I I o 0 (T/STEEL 44 -41 )1 1 HIGH (E) HSS12x6x (ROLLED) LOW (E) HSS12x6x (T/STEEL 27'=11 j") — — — I 6 I 7 5302 (E) HSS6x6xj STUB COLUMN L6X6X8 SEE 5/S302 S3( W/ NEW HSS6x6xj STUB COLUMN ABOVE 1 I I I , I 6'-1y8" 20'-7y8" I I I I I I I I I 2.9 3 3.5 PER 7/S302 (T/STEEL 44 -4X ) (E) HSS12x6xj COLUMN W/ , reproduction, copying or other use of this drawing without their written consent is prohibited and aty HIGH (E) HSS12x6x (ROLLED) COLUMN FLOORFALVAD ECOR ._ LOW (E) HSS12x6x (T/STEEL 27'-11") ABOVE SMYRNA, GA 30080 PROJECT r EXISTING W16x77 COLUMN L6X6Xj SEE 5/S302 I ' (T/STEEL 27'-11j") E HSS12x6x J.B.E.)' I I EXISTING HSS6x6xj LLZ r Q � COLUMN TO BOT. OF N6N ROLLED TUBE I I, I : STATE OF ,A, P• '. - R�o.. I I ' „ 4y4 , 24'-0%" HIGH , I (DIAG.) I x REVISION 1 ................. OWQkR REVISIONS (T/STEEL 35'-4") ....................................... i ....................................... LOW (E) HSS6x6xj ....................................... V) ....................................... I 3.6 I 6_J NEW HSS6x6xi DIAG. BRACE EXISTING 101<1 JOISTS ® 5'-0" O.C. I INEW HSS12x8x, I (DIAD.) I = I I I I^ T STEEL 44'-4j") HIGH (E) HSS12x6x (ROLLED) - - - LOW (E) HSS12x6x � (T/STEEL 27'-11j") ) -- -- (E) HSS12x6xj (T/STEEL 25'-11j") -- - - I I EXISTING W16x77 COLUMN (E) HSS6x6xj STUB COLUMN I (T/STEEL 27'-11j") W/ NE ABOVE STUB EXISTING HSS6x6xi COLUMN TO BOT. OF ROLLED TUBE I I I I I I I I I 0y" 26'-4y8" 18'-77/8" I I I I I I I I I 5.1 y FRONT ENTRY HIGH PARAPET FRAMING PLAN 5103 SCALE: 1/4 -1'-0" 5815 WestparkDrive Charlotte,i 704.525.6350 704.561.8.700 (E) HSS12x6xj COLUMN W/ , reproduction, copying or other use of this drawing without their written consent is prohibited and aty NEW HSS12x6xj COLUMN FLOORFALVAD ECOR ._ 2233 LAKE PARK ABOVE SMYRNA, GA 30080 PROJECT r � N co N � Q �.. W 0 Z E HSS12x6x J.B.E.)' I I Z ❑ Cn 00 LLZ r Q � N N6N No 6-1499 _ m : STATE OF ,A, P• '. - R�o.. NEW HSS8x6xj (T/STEEL 44'-4j") , PROJECT MANAGER BRYAN STARR, P.E., S.E. HIGH (E) HSS8x6xj I AND HSS6x6xj I (DIAG.) I x REVISION 1 ................. OWQkR REVISIONS (T/STEEL 35'-4") ....................................... cx ....................................... LOW (E) HSS6x6xj ....................................... V) ....................................... ........ ............................... ....................................... I INEW HSS12x8x, I (DIAD.) I = I I I I^ T STEEL 44'-4j") HIGH (E) HSS12x6x (ROLLED) - - - LOW (E) HSS12x6x � (T/STEEL 27'-11j") ) -- -- (E) HSS12x6xj (T/STEEL 25'-11j") -- - - I I EXISTING W16x77 COLUMN (E) HSS6x6xj STUB COLUMN I (T/STEEL 27'-11j") W/ NE ABOVE STUB EXISTING HSS6x6xi COLUMN TO BOT. OF ROLLED TUBE I I I I I I I I I 0y" 26'-4y8" 18'-77/8" I I I I I I I I I 5.1 y FRONT ENTRY HIGH PARAPET FRAMING PLAN 5103 SCALE: 1/4 -1'-0" 5815 WestparkDrive Charlotte,i 704.525.6350 704.561.8.700 www.IittIeonIine.com This dranang and the design shoran are the property of Little Diversified Architecturral Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and aty infringement will be subject to legal action. © Little 2016 FLOORFALVAD ECOR ._ 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT r � N co N � Q �.. W 0 Z W0 WU-j 1 • LJ._ ®�W O - Z ❑ Cn 00 LLZ r Q � N N6N No 6-1499 _ r : STATE OF ,A, P• '. - R�o.. PROJECT PRINCIPAL IN CHARGE DANIEL WRAY, P.E. PROJECT MANAGER BRYAN STARR, P.E., S.E. DRAWN BY COLIN MANNING ISSUE REVISION$ .1 NO. REASON DATE REVISION 1 ................. OWQkR REVISIONS 05/31/1 ....................................... ....................................... ....................................... ....................................... ........ ............................... ....................................... ....................................... ....................................... SHEET TITLE FRONT CANOPY PLANS PROJECT• 121-5505-00 •. FOR CONST. �+ 1 03 `7 03.23.16 tz Q 0 N c 0) p L U) �I LL PI 0 0 C_ CU U) Q U c� ca L ``y^..r vJ L m w I LL L 0 C_ ,,CUn vJ 0 M N r L O U Q) Q 06 O 0 D 0 0 4- m ow FOOTING SCHEDULE DESIGN BEARING CAPACITY = 2000 PSF (ASSUMED) MARK SIZE THICKNESS REINFORCING F70 T-0" x T-0" 2'-0" 9 #6 x 6'-6" EA. WAY BOTT. 9 #5 x 6'-6" EA. WAY TOP #6 @ 10" O.C. EA. WAY BOTT. 6ox8o " x 8'- " 2'-0" 7 #6 x 9'-6" & 9 #6 x 4'-6" BOTT. F100 10-0" x 3'-0" 2'-0" 7 #5 x 9'-6" & 9 #5 x 4'-6" TOP SOIL BO OR ALL RIFY ARIN RES RE A OTTO OF E FOOTING PRIOR TO PLACING CONCRETE. STRUCTURAL FILL SUPPORTING SLAB OR FOOTINGS SHALL BE PLACED IN MAXIMUM 8" LIFTS, WITH EACH 8" LIFT TESTED BY LABORATORY FOR COMPACTION LISTED IN GENERAL NOTES. FOOTING DESIGN BASED ON AN ASSUMED ALLOWABLE BEARING CAPACITY OF 2000 PSF. 1 FOOTING SCHEDULE S201 NO SCALE L.2xSTEP MIN. NOTE: CONTRACTOR SHALL COORDINATE/VERIFY LOCATION OF FOOTING STEPS WITH FINISHED GRADING PLAN. PROVIDE 1'-4" MINIMUM COVER ABOVE FOOTING. TYP. FTG. STEP HOOK BARS AT TURNED DOWN SLABS SEE CIVIL (Z V)) DRILL AND GROUT USING HILT HY20( SYSTEM, OR APPROVED EQUAL A36 ANCHOR BOLT W/ 2 NUTS AND WASHERS EACH U.N.O.- SEE SCHEDULE FOR SIZE PROJ. EMBED. COLUMN BASE PLATE GAGE ANCHOR BOLT NON -SHRINK GROUT O O 0 0 N Y X/2 X/2 DIA. A36 ANCHOR BOLT W/ 2 NUTS AND WASHERS EACH U.N.O.- SEE SCHEDULE FOR SIZE PROJ. EMBED. COLUMN BASE PLATE GAGE ANCHOR BOLT NON -SHRINK GROUT THICK. X Y Gx Gy DIA. PROJ. EMBD. HSS8x8 1" 16" 16" 12" 12" 1" 6" 12" 2" 2 COL. BASE PL. & ANCH. BOLT SCHED. S201 NO SCALE NEW VERT. REBAR FROM WALL 0 Lu w ao EXISTING FOOTING J 7 VERT. REBAR INTO EXISTING FTG 5201) SCALE— 3/4" — V-0" #4 @ 18" O.C. SLAB POUR 30" DIAMOND L PLATE SLAB REINFORCING, SEE PLAN infringement will be subject to legal action. wz w ¢ V) -� w 12" (2) #4 CONT. BOTT. DETAIL AT TURNED DOWN SLAB S201 SCALE: 3/4"=1'-0" #5 @ 18" HORIZ. @ WALL CENTER LINE x #5 @ 18" VERT. o W/ DOWEL TO FTG. I N FREE DRAINING GRAN UAL FILL WRAPPED IN MIRAFI FABRIC EXTERIOR GRADE OR PAVING z_ CONT. N 2x4 KEY NOTES: 1. USE THIS DETAIL AT PERIMETER OF ALL EXTERIOR SLABS. 2, AT SIM. POUR ON TOP OF FOOTING. o I U p (2) #5 CONT. TOP. (2) #5 CONT. BOTT. 3" 8"8" 1'-2" 2'-6" DRILL AND GROUT USING HILT HY200 SYSTEM, OR DO NOT RUN REINFORCEMENT THROUGH CONSTRUCTION JOINT PREVENT BOND SECONDSLAB PLACEMENT Lu z X X wJ V) _j �7ri 1 CONSTRUCTION JOINT STOP EVERY OTHER BAR WHERE CONTRACTION JOINTS ARE TO BE SAW CUT II / J"x4�"x4j" DIAMOND DOWEL PLATE @ 18" O.C., W/ POCKET FORMERS INSTALLED ON FIRST POUR SIDE OF JOINT FIRST SLAB PLACEMENT REINF, SEE PLAN FIN. FL. (0'-0") ALTERNATE: REPLACE DIAMOND DOWELS W/ 5/8"O SMOOTH DOWELS — l'-6" LONG @ 12" O.C.— COAT ONE END W/ GREASE TO PREVENT BOND — CENTER IN SLAB. SECOND I FIRST SLAB SLAB POUR POUR DIAMOND POCKET PLATE FORMER SAW CUT CONTRACTION JOINT. 1/8" WIDE MAX. REINF, SEE PLAN FIN. FL.. (0'-0"� NOTE: MAX DISTANCE BETWEEN CONTRACTION/CONSTRUCTION JOINTS TO BE NO MORE THAN 15 FEET IN ANY DIRECTION. MAXIMUM ASPECT RATIO BETWEEN LONG AND SHORT DIMENSIONS TO BE NO MORE THAN 1.5. -3 SLAB ON GRADE JOINT DETAILS S201) SCALE: 3/4"=1'-0" MATCH BOTTOM OF EXISTING FTG. 0 EXISTING FOOTING IL UHK SOSEE FOOTING SCHEDULE (12" MIN.) FOR REINF. SIZE AND SPACING g HORIZ. REBAR INTO EXISTING FTG S201 SCALE— 3/4" = 1'-0" SEE CIVIL RETAINING WALL 12 AT TRUCK RAMP S201 SCALE: 3/4"=1'-0" #5 x 2'-0" @ 18" O.C. 3" CLR. Ar BOTT. EXISTING SLAB CENTERLINE AT 30'-0" O.C. MAXIMUM CLASS B LAP I CAST IN PLACE CONC. WALL o z w¢ . i7 w_j .V C1. \_ TERMINATE ALTERNATE HORIZONTAL BARS 2" EACH SIDE OF CONTROL JOINT CENTERLINE — REMAINDER OF BARS CONTINUOUS THROUGH JOINT 13 TYPICAL WALL CONTROL JOINT DETAIL S201 / NOT TO EXISTING SLAB ,�� NEW SLAB WO SMOOTH DOWEL — 1'-6" LONG @ 12" O.C. PREVENT BOND MAX. — COAT ONE END W/ GREASE TO PREVENT BOND — CENTER IN SLAB DRILL AND EPDXY 6" INTO EXISTING SLAB REBAR, SEE PLAN FIN. FL. (0'-0'l w z i— w¢ V) J w "F-7777TI I 1 1111 1 1 1 �_f JOINT AT EXI8l1NG SLAB 4 NEW SLAB ADJACENT TO EXISTING S201 SCALE= 3/4" — 1'-0" NEW SLAB AT EXISTING WALL NO SCALE JOINT MATERIAL \B, SEE PLAN D DETAILS FIN`FL. 0'-0") E,' DO 4/ BASE PLATE BELOW "� CONSTRUCTION OR CONTROL JOINT \�_� 1/8" NEOPRENE %y MATERIAL SEE SPEC. -ERIOR COLUMN / EDGE OF SLAB ' EXTERIOR COLUMN CORNER COLUMN TYPICAL ISOLATION JOINT NO SCALE p DOOR THRESHOLD S201 SCALE: 3/4"=1'-0" www.IittIeonline.com "lfiis dnr:wing and the design shown are the pmperly of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is pmIjibited and any infringement will be subject to legal action. @ Little 2016 FLOORFA9L,A DECQR6 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 0 r N (o N � Q r... W L"1... z W �W�_I [)L LL r4A W 0 I...- z c) (n �: 0r 00 LL z r 10N N IL �N _. v �� . t1499 y� M �,4/ ATE OF/: OR PRINCIPAL IN CHARGE DANIEL WRAY, P.E. PROJECT MANAGER BRYAN STARR, P.E., S.E. DRAWN BY COLIN MANNING NO. REASON DATE REVISION 1 ...... OWNER REVISIONS 5/31/16 ....................................... ....................................... ....................................... ...................................... ....................................... ....................................... FOUNDATION DETAILS 121-5505-00 mimagroy- FOR CONST. �7 x+201 03.23.16 c 0) c w J LL L 4-- C: rr(0n vJ 0 Q 1 r L 0 0 0 0 06 0 0 5- 0 0 ry 0z N m 40-21 0 #3 TIES AT 8" O.C. (5) #3 VERT EQUALLY SPACED SEE PLAN :d: x X x x PROVIDE 3" MIN. CONC. COVER AROUND BASE PLATE AND ANCHOR. BOLTS 2" NON—SHRINK In STEEL COLUMN — SEE PLAN ENCASE BASE OF COLUMN IN 4000 PSI CONCRETE, COORD. W/ ARCH. DWGS. I" EXPANSION MATERIAL ALL AROUND GROUT --- "" : d,.; 3" CLR. a :•p a. SEE FOOTING SCHEDULE FOR o ~ SIZE & REINFORCING 0° �V) U O (!1 I� COLUMN BASE AT PRO LOADING CANOPY S202/ SCALE: 3/4"-1'-0" PROVIDE TRUSS TYPE 9 GA. HORIZ. WALL TIES _ o ® 16" —TYP. ALL = MASONRY WALLS MAIN BLDG. FIN. FLOOR (0'-0") FILL CELLS BELOW FINISHED FLOOR AND WHERE REBAR OCCURS SOLID W/ 3000 PSI PEA GRAVEL CONC. OR GROUT, TYP. 8" DEEP BOND BEAM W/ (2) #5 CONT. U.N.O. AT FINISHED FLOOR ELEVATION - PLACE VERT. REBAR IN CENTER OF WALL USING PREFABRICATED WIRE POSITIONERS @ 24" MAX. (9 GA. MIN.) PUMP ROOM FIN. FLOOR 3'-10" TYP. LOAD BEARING wNO4 MASONRY WALL ELEVATION S202 SCALE D EXISTING JAMB RI DO NOT DAMAGE. RE GROUT JAMB AFTER BLOCK INSTALLATION EXISTING MASONR OR CONCRETE WP NEW MASONRY IN MATCH EXISTING MASONRY SIZE Al LAP WITH EXISTIN WALL, DO NOT DAMAGE EXISTING JAMB REBAR TYP. CMU INFILL - ELEVATION VIEW SCALE= 3/4" = V-0" NEW LOAD BEARING - CMU WALL GROUT SOLID BELOW GRADE AND WHERE REBAR OCCURS, TYP.- (2) YP: (2) #5 CONT. IN 8" DEEP BOND BEAM— _J EAM— _J v ¢ a EQ 7J" EQ. N 2,-0» VERT. REINFORCING — SEE 4/S202 FOR SIZE AND SPACING — NEW SLAB ON GRADE — SEE PLAN FTG (MATCH EXISTING) ----4 #4 CONT. (1 TOP, 3 BOTT.) �— #4 x 1'-6" 24" O.C. r5_-TYP. CMU WALL FOUNDATION S2O2 SCALE: 3/4"=1'-0" D (2) #4 HORIZ @ 48" O.C., LAP PER SCHEDULE. DRILL AND EPDXY INTO EXISTING BLOCK WITH HILTI HIT HY-70 (3 3/8" EMBED), GROUT COURSE SOLID LL C (1 LL ¢ _ _J U. LL I U. EXISTING JAMB RI DO NOT DAMAGE. RE GROUT JAMB AFTER BLOCK INSTALLATION EXISTING MASON WALL NEW MASONRY IN MATCH EXISTING MASONRY SIZE Al LAP WITH EXISTIN WALL, DO NOT DAMAGE EXISTING JAMB REBAR (2) #4 HORIZ © 48" O.C., LAP PER SCHEDULE. DRILL AND EPDXY INTO EXISTING BLOCK WITH HILTI HIT HY-70 (3 3/8" EMBED) AT EXISTING JAMB END, GROUT COURSE SOLID, AT NEW JAMB END PROVIDE 90' STD HOOK NEW MASONRY JAMB, SEE PLAN AND LINTEL SCHEDULE 17/S201 FOR DETAILS AND REINF. 3 TYP, CMU INFILL W/ JAMB - ELEVATION VIEW S202 SCALE= 3/4" = 1'-0" NOTE' LAP DISCONTINUE BOND BEAM SEE SCHEDULE AT WALL CONTROL JOINTS CORNER a_ • D , ;�: • D INTERSECTION 6 CONT. BOND BEAM CORNERS S202 SCALE: 3/4"-1'-0" A 00 5815 Westpark DriveCharlotte, NOTE - www.IittIeonIIne.com This dram ing and the design shown are the property of Little Diversified Architectural Consulting. The CONSTRUCT ALL without their witten consent is pmhibited and any infringement mill be subject to legal action. © Little 2016 MASONRY WALLS IN DECOR .®_� 2233 LAKE PARK DRIVE SUITE 400 6'-0" MAX. LIFTS PROJECT 16" DEEP BOND BEAM W/ 0 EXTEND VERT, BAR TO (2) #5 CONT. U.N.O. (1) zz WITHIN 1" OF TOP OF BOND BEAM AND PROVIDE COURSE BELOW T/WALL. 180' HOOK AT TOP GROUT COURSE ABOVE LL [)/ U_ . W J O �_ z 0O LLZ BOND BEAM SOLID. N U) N 0 ml IL (B/ BEAM +6'-4") z .t1499y/ C)". STATE OF OR I /OlVAL, 11111 ! 1141 'PROJECT TEAM I'RINCII'AL IN CHARGE DANIEL WRAY, P.E. ............................................................ PRQf LCC MANAGER BRYAN STARR, P.E., S.E. DRAWN BY COLIN MANNING NO. REASON DATE REVISION1 ...... -OWNER.. NEW 8" CMU WALL W/ #5 8" DEEP BOND BEAM W/ REVISIONS VERT. BARS @ ALL WALL (2) #5 CONT. U.N.O. ............................ I........ _ .. . ... ................................. ENDS, CORNERS, OPENING ABOVE T/ MAN DOOR, .................. I.................... .............. I ........................ JAMBS, AND ® 48" O.C. MAX. (B/ BEAM ELEV. SEE ....................................... ....................................... PLAN) — ---__ . ................... I................. ....................................... SHEET TITLE FOUNDATION DETAILS PROJECT 121-5505-00 FOR PROVIDE TRUSS TYPE 9 GA. HORIZ. WALL TIES _ o ® 16" —TYP. ALL = MASONRY WALLS MAIN BLDG. FIN. FLOOR (0'-0") FILL CELLS BELOW FINISHED FLOOR AND WHERE REBAR OCCURS SOLID W/ 3000 PSI PEA GRAVEL CONC. OR GROUT, TYP. 8" DEEP BOND BEAM W/ (2) #5 CONT. U.N.O. AT FINISHED FLOOR ELEVATION - PLACE VERT. REBAR IN CENTER OF WALL USING PREFABRICATED WIRE POSITIONERS @ 24" MAX. (9 GA. MIN.) PUMP ROOM FIN. FLOOR 3'-10" TYP. LOAD BEARING wNO4 MASONRY WALL ELEVATION S202 SCALE D EXISTING JAMB RI DO NOT DAMAGE. RE GROUT JAMB AFTER BLOCK INSTALLATION EXISTING MASONR OR CONCRETE WP NEW MASONRY IN MATCH EXISTING MASONRY SIZE Al LAP WITH EXISTIN WALL, DO NOT DAMAGE EXISTING JAMB REBAR TYP. CMU INFILL - ELEVATION VIEW SCALE= 3/4" = V-0" NEW LOAD BEARING - CMU WALL GROUT SOLID BELOW GRADE AND WHERE REBAR OCCURS, TYP.- (2) YP: (2) #5 CONT. IN 8" DEEP BOND BEAM— _J EAM— _J v ¢ a EQ 7J" EQ. N 2,-0» VERT. REINFORCING — SEE 4/S202 FOR SIZE AND SPACING — NEW SLAB ON GRADE — SEE PLAN FTG (MATCH EXISTING) ----4 #4 CONT. (1 TOP, 3 BOTT.) �— #4 x 1'-6" 24" O.C. r5_-TYP. CMU WALL FOUNDATION S2O2 SCALE: 3/4"=1'-0" D (2) #4 HORIZ @ 48" O.C., LAP PER SCHEDULE. DRILL AND EPDXY INTO EXISTING BLOCK WITH HILTI HIT HY-70 (3 3/8" EMBED), GROUT COURSE SOLID LL C (1 LL ¢ _ _J U. LL I U. EXISTING JAMB RI DO NOT DAMAGE. RE GROUT JAMB AFTER BLOCK INSTALLATION EXISTING MASON WALL NEW MASONRY IN MATCH EXISTING MASONRY SIZE Al LAP WITH EXISTIN WALL, DO NOT DAMAGE EXISTING JAMB REBAR (2) #4 HORIZ © 48" O.C., LAP PER SCHEDULE. DRILL AND EPDXY INTO EXISTING BLOCK WITH HILTI HIT HY-70 (3 3/8" EMBED) AT EXISTING JAMB END, GROUT COURSE SOLID, AT NEW JAMB END PROVIDE 90' STD HOOK NEW MASONRY JAMB, SEE PLAN AND LINTEL SCHEDULE 17/S201 FOR DETAILS AND REINF. 3 TYP, CMU INFILL W/ JAMB - ELEVATION VIEW S202 SCALE= 3/4" = 1'-0" NOTE' LAP DISCONTINUE BOND BEAM SEE SCHEDULE AT WALL CONTROL JOINTS CORNER a_ • D , ;�: • D INTERSECTION 6 CONT. BOND BEAM CORNERS S202 SCALE: 3/4"-1'-0" A 00 5815 Westpark DriveCharlotte, 00 www.IittIeonIIne.com This dram ing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drauitig without their witten consent is pmhibited and any infringement mill be subject to legal action. © Little 2016 FLOOR DECOR .®_� 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 0 ❑ r N COO (o N 0� QQ j` W Q W® � w _J t.J / LL [)/ U_ . W J O �_ z 0O LLZ r N U) N 0 ml IL \`;0IIiI 11;1,1," \0 <�p w" z .t1499y/ C)". STATE OF OR I /OlVAL, 11111 ! 1141 'PROJECT TEAM I'RINCII'AL IN CHARGE DANIEL WRAY, P.E. ............................................................ PRQf LCC MANAGER BRYAN STARR, P.E., S.E. DRAWN BY COLIN MANNING NO. REASON DATE REVISION1 ...... -OWNER.. 05/31/1 REVISIONS ............... I....................... ............................ I........ .. . ... ................................. .................. I.................... .............. I ........................ ....................................... ....................................... . ................... I................. ....................................... SHEET TITLE FOUNDATION DETAILS PROJECT 121-5505-00 FOR CONST. 5202 03.23.16 Vim,' v- 0 N r c 3 U JI LL I -2 0 C: W U) Q U U L U) N o� c 0) w J IL 0� 0 Q w:2 < C5 �0U Qa � Q" _� a<< 0F5w UJU-0 :5-0cn 36" COVERAGE 11 6» 21'21) 0 z a- CL U) Tt Y V) w O � WELD PATTERN • «' 36/5 SIDE LAP CONNECTORS 0 12" O.C. BETWEEN JOISTS DECKING ATTACHMENT WELD PATTERN AT SUPPORTS DECK TYPE ......... B DECK GAUGE ...... 22 GA. DECK FINISH ....... GALVANIZED SEE PLAN FOR WELD PATTERN AT ALL SUPPORTS AND AT ENDS COVERAGE WITH 5/8" DIAM. PUDDLE WELDS PROVIDE SIDELAP CONNECTORS SPACED PLAN VIEW OF DECK ATTACHMENT AT 12" O.C. BETWEEN JOISTS. USE #10 TEK SCREWS TYP. ROOF DECK ATTACHEMENT DETAILS S301 NO SCALE JAMB REINF. ANC HSS10x6x3/8 PL HSS 8x6x3/8 PL HSS 8x6x1/4 PL EXISTING TILT—UP WALL PANEL 'P. -NEW OPENING PLATE 0 4'-0" O.C., SEE SCHEDULE (2) HILTI HIT—HY200 ADHESIVE ANCHOR: 5/8" HAS ROD, 4" EMBEDMENT NEW JAMB REINFORCEMENT, SEE PLAN �4 TYPICAL JAMB REINFORCING DETAIL AT NEW OPENING S301 NO SCALE JAMB REINF, SEE PLAN EXISTING TILT—UP WALL PANEL —� MATCH EXISTING FOOTING ELEVATION BEYOND 10 REMOVE EXISTING SLAB AS NECESSARY TO INSTALL NEW FOOTINGS DOWEL TO EXISTING SLAB PER 4/S201 FIN. FLOOR ELEV. (0'-0" NEW FOOTING 4'-01)x4'-01px 1'-0" W/ 4#5 EA. WAY NOTES: 1. REFER TO 5/S301 FOR ANCHORAGE AND BASE PL DETAILS NOT SHOWN. 2. THIS DETAIL TO BE USED IF NO EXISTING WALL FOOTING BELOW NEW JAMB ALTERNATE FOOTING DETAIL AT NEW OPENING NO SCALE PLATE SEE SC (2) HIL_ ADHESIO 5/8" H, 4" EMBI NEW ST PLAN NEW LINTEL ANCHOR HSS10x6xl/4 �k. .I i r �' HSS14x1Ox3/8 PL 3/8"x9 Q Little 2016 M1 •�' ' I l'b' . f• !� a DRIVE SUITE 400 A A 4g' a _j N W N � � Imo,. W C) W Wwr W I 0 �-- z�/ V) I.L� O® I. I .I •I .3,. N6 a NO. E 1499 :+ x �. w S71A C (OF /tttlllllllll 1 11\\\\\\ PRINCIPAL IN C "RGU DANIEL WRAY, P.E. ............................................................ PROJEC r MANAGER BRYAN STARR, P.E., S.E. ............................................................ DRAWN 13Y COLIN MANNING NO. REASON DATE ..................... REVISION 15/31/16 011VNER REVISIONS 'f ' ....................................... A i e ....................................... ....................................... ....................................... 3" 4» ........ • •...... •....... REMOVE EXISTING SLAB AS NECESSARY TO INSTALL NEW FOOTINGS DOWEL TO EXISTING SLAB PER 4/S201 FIN. FLOOR ELEV. (0'-0" NEW FOOTING 4'-01)x4'-01px 1'-0" W/ 4#5 EA. WAY NOTES: 1. REFER TO 5/S301 FOR ANCHORAGE AND BASE PL DETAILS NOT SHOWN. 2. THIS DETAIL TO BE USED IF NO EXISTING WALL FOOTING BELOW NEW JAMB ALTERNATE FOOTING DETAIL AT NEW OPENING NO SCALE PLATE SEE SC (2) HIL_ ADHESIO 5/8" H, 4" EMBI NEW ST PLAN NEW LINTEL ANCHOR HSS10x6xl/4 PL 3/8"x2 HSS12x6x3/8 PL 3/8"x2 HSS14x1Ox3/8 PL 3/8"x9 EXISTING TILT—UP WALL PANEL 'NEW OPENING 7j_� TYPICAL HEADER REINFORCING DETAIL AT NEW OPENING S-3011 NO SCALE NOTE. NOTE: NOTE- PROVIDE OTEPROVIDE FRAME FOR ALL PROVIDE JOIST STIFFENERS PER NO NEW LOADS SHALL BE PLACED ON OPENINGS 4" OR LARGER 3/S301 AT ALL RTU FRAMES IF EXISTING ROOF JOISTS THAT EXCEED NOT CURRENTLY INSTALLED. THOSE CURRENTLY INSTALLED. 20017 OPENING COORDINATE W/ ARCH. OR MECH. FOR EXACT _OCATION AND OPENING SIZE TYP. 3/16 2" —NEW L7x4x% x 6" LONG OVER JOIST L5x3x1/4 (LLV) 1/2" 4 SIDES OF OPENING ---------- -----------------" ;rlJ'r=o f I I 4" I S301 NEW OR EXISTING STEEL BAR JOIST TYP. FRAME FOR ROOF 2� OPNGS & RTU CURB SUPPORT S301 % NO SCALE EXISTING TILT—UP WALL PANEL C3 0 0 I 0 I d- I I I I I I 4 —NEW OR EXISTING STEEL BAR JOIST —EXTRA LOAD—TOP CHORD 3" 3" STIFF NOT REQ'D ADD L1)'4x1Y4xy3" 3" STIFFENER EACH STIFF 0 EQ'D 1_404, CLIP CORNERS — SIDE OF JOIST AND FIELD WELD TO JOIST EXTRA LOAD h BOTTOM CHORD NOTE: NOTE: EXISTING JOIST PROVIDE 1_2jx2�xj STIFFENER STIFFENERS ARE NOT ANGLES FOR JOISTS THAT REQUIRED FOR POINT ARE 30" OR DEEPER. LOADS LESS THAN 200#. 2A SECTIONr3___�EXTRA LOAD ON JOIST S301 NO SCALES301 NO SCALE J.B.E. VERIFY IN FIELD B REINF, SEE PLAN TYP. PLATE, SEE SCHEDULE ON 4/S301 BASE PLATE 3/8 x 8-1/2 x 1'-0" W/ (4) 1/2" HAS ROD IN HILTI HIT—HY200 ADHESIVE, W/ 3" EMBED. AT HSS 10x6 USE 10-1/2" WIDE FIN. FLOOR ELEV. (o'—O") CONTRACTOR NOTE: EXISTING FOOTING MUST BE CONTINUOUS AT LEAST 4' BEYOND JAMB EACH SIDE. FIELD VERIFY. NOTIFY ENGINEER IF OTHERWISE AND SEE DETAIL 5A FOR ALTERNATE. �5 TYPICAL WALL REINFORCING DETAIL AT NEW OPENING S301) NO SCALE lvl 0 I � T his draunng and the design shown are the property 3„ 4„ I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I EXISTING TILT—UP WALL PANEL 2#—Otf TYP. " 1'-0 7 S301 o 0 o 0------- 0 I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q Little 2016 FLOORF�ACqV11DECOR -- -------- — _ ____ —----------- 2233 LAKE PARK DRIVE SUITE 400 A A 4g' is _j N W N � � Imo,. W C) W Wwr W —NEW OR EXISTING STEEL BAR JOIST —EXTRA LOAD—TOP CHORD 3" 3" STIFF NOT REQ'D ADD L1)'4x1Y4xy3" 3" STIFFENER EACH STIFF 0 EQ'D 1_404, CLIP CORNERS — SIDE OF JOIST AND FIELD WELD TO JOIST EXTRA LOAD h BOTTOM CHORD NOTE: NOTE: EXISTING JOIST PROVIDE 1_2jx2�xj STIFFENER STIFFENERS ARE NOT ANGLES FOR JOISTS THAT REQUIRED FOR POINT ARE 30" OR DEEPER. LOADS LESS THAN 200#. 2A SECTIONr3___�EXTRA LOAD ON JOIST S301 NO SCALES301 NO SCALE J.B.E. VERIFY IN FIELD B REINF, SEE PLAN TYP. PLATE, SEE SCHEDULE ON 4/S301 BASE PLATE 3/8 x 8-1/2 x 1'-0" W/ (4) 1/2" HAS ROD IN HILTI HIT—HY200 ADHESIVE, W/ 3" EMBED. AT HSS 10x6 USE 10-1/2" WIDE FIN. FLOOR ELEV. (o'—O") CONTRACTOR NOTE: EXISTING FOOTING MUST BE CONTINUOUS AT LEAST 4' BEYOND JAMB EACH SIDE. FIELD VERIFY. NOTIFY ENGINEER IF OTHERWISE AND SEE DETAIL 5A FOR ALTERNATE. �5 TYPICAL WALL REINFORCING DETAIL AT NEW OPENING S301) NO SCALE lvl 2'-0" MIN. IF PANEL JOINT IS WITHIN 2'-0" OF NEW JAMB, NOTIFY ENGINEER —JAMB REINF, SEE PLAN (CONN. PL'S NOT SHOWN) 3 TYP. 16 —(4) HILTI HIT—HY200 ADHESIVE ANCHOR: J" HAS ROD, 3" EMBEDMENT —BASE PLATE, SEE 5/S301 TYPICAL WALL REINFORCING ELEVATION AT NEW OPENING NO SCALE SEE PLAN 5/16" STIFF. PL EA. SIDE OVER COLUMN I I I I I I I I EXISTING HSS12x6xi I I ROLLED BEAM, ABOVE I I I I I EXISTING HSS6x6xi I COLUMN I I (2) NEW L4x4xixO'-6" BEAM - SEE PLAN (AT 3 LOCATIONS) I I W CAP PL W/ (4) Y4"O BOLTS I I I I I I COLUMN — SEE PLAN I I I BEAM CANTILEVER DETAIL SCALE: 3/4"s1'-0" NEW HSS12x6xi BEAM, ABOVE NEW HSS6x6xj KICKER AND GUSSET PLATE CONN. (2) NEW L6x6xg CONTINUOUS g FRONT PARAPET FRAMING SECTION S301 SCALE: 3/4"-1'-0" (7'-6") - (2) #5 CONT. IN BOND BEAM�� _ .. METAL DECK, SEE PLAN. SEE 1/S301 FOR ATTACHMENT DETAILS J"0"xCONT. PL W/ J"Ox5" HEADED STUDS 0 48" O.C. 10 PUMP ROOM DECK ATTACHMENT 5301 SCALE: 3/4"=1'-0" A 5/8' FILL SOLID WITH 5" BEARING CONCRETE AROUND BEAM 41 11, T/ BEAM EL. (SEE PLAN) 1/4 4 4x4xl'-0" BEARING PL W/ (2) Y2" O x5" HEADED STUDS VERT. REINF, SEE a 4/S202 GROUT 16" WIDTH SOLID BELOW BEAM 11 TYP. BEAM BRG. ON CMU S301 SCALE: 3/4*=1'-0" RFYIsy, 5010 =Im. m 0 I � T his draunng and the design shown are the property of Uille Diversified Arcliilectttral Consulting. The I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I EXISTING TILT—UP WALL PANEL 2#—Otf TYP. " 1'-0 7 S301 o 0 o 0------- 0 I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q Little 2016 FLOORF�ACqV11DECOR -- -------- — _ ____ —----------- 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 NEW STEEL LINTEL, SEE PLAN NEW OPENING _j N W N � � Imo,. W C) 2'-0" MIN. IF PANEL JOINT IS WITHIN 2'-0" OF NEW JAMB, NOTIFY ENGINEER —JAMB REINF, SEE PLAN (CONN. PL'S NOT SHOWN) 3 TYP. 16 —(4) HILTI HIT—HY200 ADHESIVE ANCHOR: J" HAS ROD, 3" EMBEDMENT —BASE PLATE, SEE 5/S301 TYPICAL WALL REINFORCING ELEVATION AT NEW OPENING NO SCALE SEE PLAN 5/16" STIFF. PL EA. SIDE OVER COLUMN I I I I I I I I EXISTING HSS12x6xi I I ROLLED BEAM, ABOVE I I I I I EXISTING HSS6x6xi I COLUMN I I (2) NEW L4x4xixO'-6" BEAM - SEE PLAN (AT 3 LOCATIONS) I I W CAP PL W/ (4) Y4"O BOLTS I I I I I I COLUMN — SEE PLAN I I I BEAM CANTILEVER DETAIL SCALE: 3/4"s1'-0" NEW HSS12x6xi BEAM, ABOVE NEW HSS6x6xj KICKER AND GUSSET PLATE CONN. (2) NEW L6x6xg CONTINUOUS g FRONT PARAPET FRAMING SECTION S301 SCALE: 3/4"-1'-0" (7'-6") - (2) #5 CONT. IN BOND BEAM�� _ .. METAL DECK, SEE PLAN. SEE 1/S301 FOR ATTACHMENT DETAILS J"0"xCONT. PL W/ J"Ox5" HEADED STUDS 0 48" O.C. 10 PUMP ROOM DECK ATTACHMENT 5301 SCALE: 3/4"=1'-0" A 5/8' FILL SOLID WITH 5" BEARING CONCRETE AROUND BEAM 41 11, T/ BEAM EL. (SEE PLAN) 1/4 4 4x4xl'-0" BEARING PL W/ (2) Y2" O x5" HEADED STUDS VERT. REINF, SEE a 4/S202 GROUT 16" WIDTH SOLID BELOW BEAM 11 TYP. BEAM BRG. ON CMU S301 SCALE: 3/4*=1'-0" RFYIsy, 5010 =Im. m 0 I www.IittIeonIine.com T his draunng and the design shown are the property of Uille Diversified Arcliilectttral Consulting. The reproduction, copying or other use of this drawing without their wri#en consent is prohibited and any infringement u411 be subject to legal action. Q Little 2016 FLOORF�ACqV11DECOR 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 _j N W N � � Imo,. W C) W Wwr W I 0 �-- z�/ V) I.L� O® �- LL z 0N N U) N6 a NO. E 1499 :+ x f ' 411 w S71A C (OF /tttlllllllll 1 11\\\\\\ PRINCIPAL IN C "RGU DANIEL WRAY, P.E. ............................................................ PROJEC r MANAGER BRYAN STARR, P.E., S.E. ............................................................ DRAWN 13Y COLIN MANNING NO. REASON DATE ..................... REVISION 15/31/16 011VNER REVISIONS ....................................... ....................................... ....................................... ....................................... ........ • •...... •....... ................... •.... •.......... •. FRAMING DETAILS -. .31216102 121-5505-00 FOR CONST. S3O1 03.23.16 E 0 - LO cD 0 N r C rn U L U) I J u- -0 L.-0 L 0 0 m U) Q U c� L U L U) L W CID C w J IL 0 C: . ca U) 0 0 M (D N L 0 U U 06 L- 0 0 0 LL 0 0 4- a� J" CONT. B FOR FRAMII` ATTACHMEN T.O.S.___ SEE PLAN FRAMING BY OTHERS, SEE ARCH. DWGS J" CONT. BEI FOR FRAMING ATTACHMENT T/STEEL (44'- N TYF T/STEEL (35' - EXIST T/STEEL (J.B.F '1AT PRO LOADING CANOPY S302 SCALE: 3/4"=1'-0" J.2 2 1/2" - EXISTING /2" - A . BENT P1Y4 CONT. EDGE ANGLE SPLICE AT JOISTS AND SUPPORTS, MITER CORNERS, BUTT WELD AT ALL SPLICES JOIST BRIDGING EXISTING EXTERIOR WALL BACK SECTION r2 -- AT PRO LOADING CANOPY S302 SCALE: 3/4"=1'-0" Y 8'-10 7/8" ALL EXTERIOR STEEL TO BE GALVANAIZED T/STEEL (44'-41") Fa ,TE EA. SIDE r6 -- NEW WING WALLS �S302j SCALE: 3/4"=1'-0" NOTE: LOADS SHOWN IN FACTORED LRFD 3 SID T/STEEL L3x3xj CONT. EDGE ANGLE SPLICE AT JOISTS AND SUPPORTS, MITER CORNERS, BUTT WELD AT ALL SPLICES TYP. 3/16 2-12 FRAMING B Y -----__ OTHERS, SEE ARCH. DWGS » Y �ALL EXTERIOR STEEL TO BE GALVANAIZED REPLACE KICKER W/ NEW HSS6x6xj KICKER NEW HSS6x6xj KICKER TO SIDE PARAPET TO FRONT PARAPET, NOT SHOWN FOR s SLOT AT GUSSETS 3 SIDES 1/8 2" CLARITY, SEE 8/S302 / S302 METAL DECK, L4x4x x 0'-8. SEE PLAN LOCATE ATACAP PLATELL r1/4NTYP. PANEL POINT __ 1 /4 i NEW J" GUSSET PLATES s 1 4 4" WORK POINT" �> �� 1/4 4" TYP. NEW HSS6x6xj STUB ---------,, TUB ¢ COLUMN, SLOTTED FOR i I REMOVE EXISTING GUSSET PLATES ' 1 HSS6x6xjKICKER AND o _ �,_-�___ GUSSET PLATE AND REPLACE W/ NEW ROOF DECK 1 EXISTING HSS6x6x CJP CONT. 4 BENT PLAT L3x3xj KICKER AT EACH (LLH) FOR FRAMING ATTACHMENT JOIST W/ CONNECTION 11 PLATE AND ERECTION BOLT AT BOTTOM SIDE SECTION '-3� AT PRO LOADING CANOPY S302J SCALE: 3/4"=1'-0" 8'-10 7/8" Y ALL EXTERIOR STEEL TO BE GALVANAIZED COLUMN KICKER STI SCALE: 3/4"=1'-0" CONTRACTOR MUST SHORE EXISTING PARAPET AS REQUIRED PRIOR TO DEMOLITION OF EXISTING PARAPET FRAMING & KICKERS POST SEI ION 1 /4 4" TYP. 1/4 V 4„ II I I TYP. 1 /4 I I NEW HSS6x6xj KICKER 1/4 I I TO SIDE PARAPET --------- NEW 9" GUSSET PLATES — — — — — — — — — — J L====JL �'NEW HSS6x6xj STUB COLUMN NEW HSS6x6xj KICKER TO FRONT PARAPET (REPLACING EXISTING) 'S KICKER GUSSET SECTION S302 SCALE: 3/4"=1'-0" 26'-8 1/4" ALL EXTERIOR STEEL TO BE GALVANAIZED _j CONTRACTOR MUST SHORE EXISTING PARAPET AS REQUIRED PRIOR TO DEMOLITION OF EXISTING PARAPET FRAMING & KICKERS rf"'� FRONT PARAPET LOADS SHOWN IN S302 SCALE: 3/4"=1'-0" FACTORED LRFD REQUIRED PRIOR TO DEMOLITION OF EXISTING PARAPET FRAMING r8-� KICKER FOR WING WALL S302 SCALE: 3/4"=1'-0" NOTE: LOADS SHOWN IN FACTORED LRFD TYP. I STUB fTED DLATES W/ =STING ix6xi Rfpb1%0*ff 5815 Westpark Drive Charlotte, NC 28217 T: 704.525.6350 F: 00 www.IittIeonIine.com This drawing and the design shown are the property of little Diversified Architectural Consulting. T%e reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © Llttle 2016 FLOOR DECOR7F'&'kqN 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 0 m M N Q LU L.L z w0 Lu 0. LL W z V) 3: W 00 LLZ N U) N N6 �0 �,��' � ��CENSF•.'9�.. No. 1499 tE:$o STATE lti STATE OFAl 0NA1- � Ito TEAM ,PROJECT PRINCIPAL IN CHAItGLI DANIEL WRAY, P.E. ............................................................ PROJECT' MANAGER BRYAN STARR, P.E., S.E. ............................................................ DRAWN I3Y COLIN MANNING NO. REASON DATE REVISION 15/31/16 �01NNEf 'k VISIONS ... ''' ....................................... ....................................... ....................................... .................................... ... ......... .......... ............ .... .. .. ....................................... ............. I......................... .......... .... I........................ ....................................... SHEET TITLE FRAMING DETAILS R 121-5505-00 FOR CONST. �7 L 5302 03.23.16 G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. MECHANICAL FLOORx PLAN SCALE 1/16" =1'-0A KEY NOTES EXTEND FULL SIZE RETURN AIR PLENUM 5-0" BEYOND VERTICAL `-' DROP. LINE DUCTWORK WITH 1" RIGID INSULATION. COVER OPEN END WITH 3/4" WIRE MESH. OMOUNT BOTTOM OF DROP BOX AT 17'-0" A.F.F. DROP BOX WITH DRUM LOUVER FURNISHED BY OWNER PART OF LENNOX PACKAGE. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL DROP BOX. CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH AND INSTALL DUCTWORK/TRANSITION BETWEEN DROP BOX AND ROOFTOP UNIT PLENUM CONNECTION ALONG WITH REQUIRED TRANSITIONS. O PROVIDE ENTOUCH CONTROLS AND WIRING TO ROOFTOP UNIT. REFER TO SHEET M300 FOR ADDITIONAL INFORMATION. �4 SMOKE DETECTOR IN RETURN AIR DUCT FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR, WIRING TO FIRE ALARM PANEL BY FIRE ALARM CONTRACTOR. SHUT -DOWN WIRING BY MECHANICAL CONTRACTOR. IF REQUIRED BY AHJ'S, M�5 PROVIDE ZONE TEMPERATURE SENSOR MOUNT AT 84" A.F.F. WIRE TO COMMUNICATING THERMOSTAT LOCATED IN ROOFTOP UNIT CABINET WITH LOCKING COVER. © ROUTE 10" SPIRAL DUCT ABOVE 18'-0" ABOVE FINISHED FLOOR. CONNECT TO SUPPLY PLENUM BETWEEN DROP BOX AND ROOFTOP UNIT CONECTION. O SPIRAL DUCTWORK MOUNT ABOVE 16'-0" ABOVE FINISHED FLOOR. ® CONTRACTOR TO PROVIDE ALTERNATE BID TO REUSED EXISTING DUCTWORK AND CONNECT TO NEW RTU -9. OMOUNT PF -1 EXHAUST FAN AT 7'-6" ABOVE FIRE PUMP FINISH FLOOR. INTERLOCK FAN WITH MOTORIZED LOUVER AND WIRE THRU LINE VOLTAGE THERMOSTAT. 10 PROVIDE RUSKIN LOUVER MODEL# ELC6375D 36" W X 48" H MOUNT AT 24" ABOVE FIRE PUMP ROOM FLOOR. PROVIDE MOTORIZED DAMPER WITH 120/1 VOLT ACTUATOR INTERLOCK WITH WITH PF -1. LOUVER SHALL FAIL TO OPEN POSITION. COLOR SELECTION BY ARCHITECT. R44�01'i 5815 � Westpok DOW Charlotte, - NC �28217 704.525.6350 1' : 11 www.IIttIaonIIna.com This drawing and the design sbown are the propery of Little Divers f ed Architectural Consulting. The reproduction, copying or other use of this drawing without lbeir written consent is probibited and arty infting (vent will be subject to legal action. © Little 2016 Fit, FLJ04='A� Dow- &?4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 MEN u LLJ0 W / c) _j W LL rig 0 Lu �® LL F_ Q N(,f) Nil 'tip 1` q' N� GEN NO.60544Fl. S_ STATE OF��" W O ,mow X, oR1 P. tft�ue4 N A PROJECT AM PRINCIPAL 1N C1L WE JR PROJECC MANAGER JL DRAWN BY JC N0. I REASON DATE ADDENDUM #2 OWNER REVISIONS 04%13/16 REVISION #1 OWNER REVISIONS 05/31/16 MECHANICAL PLAN °ROJECT:NO. 121-5505-00 f_UE PATE SHEEP NUMBER •R 0 cts (y) 00 o' N C 0 0 (y) U a� U U- L 0 4- v/ L 0 U 0 M 0 0 L VENTILATION SCI°"'IEDULE BASED ON 2014 FLORIDA MECHANICAL CODE PEOPLE AREA ACTUAL ACTUAL OUTDOOR REQUIRED REQUIRED OUTDOOR OCCUPANT PROVIDED PROVIDED ROOM OCCUPANCY FLOOR AREA AIRFLOW AIRFLOW DENSITY PEOPLE OUTDOOR EXHAUST RATE EXHAUST OUTDOOR EXHAUST MECHANICAL NAME CATEGORY Az (FT2) RATE RATE (#/1000FT2) Pz (PEOPLE) AIRFLOW (CFM/FT2) AIRFLOW AIRFLOW AIRFLOW UNIT Ra (CFM/FT2) Rp Vbz (CFM) (CFM) CFM P (CFM) (CFM) 101 VESTIBULE SALES 152 0.12 0 0 0 19 0 0 0 0 RTU -1 6 80 0 0 0 0 - HRU 11 102 SALES SALES 520 2 0.12 7.5 15 7 12104 RTU -1 T 103 WAREHOUSE SHIPPING/RECIEVING 6612 0.12 0 0 0 793 0 0 0 0 RTU -12,13 104 PRO SALES SALES 1008 0.12 7.5 15 9 189 0 0 0 0 RTU -1 0 0 0 75 PER FIXTURE 225 275 0 RTU -14 & TRANS 105 MENS PUBLIC TOILET 217 0 0 R 106 WOMENS PUBLIC TOILET 217 0 0 0 0 0 75 PER FIXTURE 225 275 0 RTU -14 & TRANS 0 107 CORRIDOR 1 CORRIDOR 181 0.05 0 0 9 0 0 0 0 RTU -14 107 CORRIDOR 2 CORRIDOR 112 0.05 0 0 0 6 0 0 0 0 RTU -14 &TRANS. 109 BREAK ROOM OFFICE SPACE 254 0.05 5 7 2 20 0 0 0 0 RTU -14 0 0 0 0 110 TRAINING CONFERENCE ROOM 254 0.06 5 50 12 60 RTU -14 111 CASH ROOM OFFICE SPACE 70 0.05 5 0 1 8 0 0 0 0 RTU -14 112 VAULT OFFICE SPACE 70 0.05 5 0 1 8 0 0 0 0 RTU -14 115 CEM OFFICE SPACE 129 0.05 5 7 1 13 0 0 0 0 RTU -14 116 ASST. MANAGER OFFICE SPACE 114 0.05 5 7 1 11 0 0 0 0 RTU -14 ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR. G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. DRUM FAN SCHEDULE(G.C.) MARK SERVICE CFM MANUFACTURER MODEL CONSTRUCTION FACE FINISH MOTOR REMARKS AREA SERVED MARK AREA SERVED MANUFACTURER MODEL TYPE SIZE CFM ESP CONTROL REMARKS 2000/2400 CURB PLUS,INC DLDP-1806-5/6 GALV. STEEL 28x28 WHITE FLANGED ALL DD -2 SUPPLY 3000/3400 DRIVE HP (W) ELECTRICAL 3034 WHITE EF -1 RESTROOMS COOK 101C15D CENTRIFUGAL ROOF 500 0.5 DIRECT 1/8 HP 120/1 ENTOUCH 1,2,3,4,5 REMARKS: SUPPLY 6000 1. PROVIDE WITH VARIABLE SPEED CONTROLLER. DLDP-2510-15 GALV. STEEL 2. PROVIDE WITH BACKDRAFT DAMPER. WHITE FLANGED 3. PROVIDE WITH DISCONNECT SWITCH OR PLUG. DD -5 SUPPLY 4. FAN CONTROLLED VIA TIMER PROVIDED BY ELECTRICAL. CURB PLUS, INC DLDP-3012-20 5. PROVIDE 12" ROOF MANUFACTURER ROOF CURB . 4000 WHITE 6. EXHAUST FAN SHALL RUN CONTINUOUSLY. ALL REMARKS: NOTES: 7. AIR EXHAUST TUBE (118') PROVIDED WITH UNIT. 192 1. APPROVED EQUALS: ACME, GREENHECK, PENN. 35 8. UL484 TESTED. DRUM LOUVER PLENUM DIFFUSER (FBO) NEW/ REPLACEMENT MARK SERVICE CFM MANUFACTURER MODEL CONSTRUCTION FACE FINISH MOUNTING REMARKS AREA SERVED MANUFACTURER MODEL NO. CHI) REMARKS M.C.A. SIZE VOLTAGE N L DD -1 SUPPLY 2000/2400 CURB PLUS,INC DLDP-1806-5/6 GALV. STEEL 28x28 WHITE FLANGED ALL DD -2 SUPPLY 3000/3400 CURB PLUS, INC DLDP-2406-7.5/8.5 GALV. STEEL 3034 WHITE FLANGED ALL DD -3 SUPPLY 4000 5000CURB PLUSINC DLDP-2010-10 12.5 GALV. STEEL 30x30 WHITE FLANGED ALL ' DD -4 SUPPLY 6000 CURB PLUS, INC DLDP-2510-15 GALV. STEEL 35x35 WHITE FLANGED ALL DD -5 SUPPLY 8000 CURB PLUS, INC DLDP-3012-20 GALV. STEEL 4000 WHITE FLANGED ALL REMARKS: 113.6 7. AIR EXHAUST TUBE (118') PROVIDED WITH UNIT. 192 30 35 8. UL484 TESTED. 11.0 1. G-90 GALVANIZED STEEL CONSTRUCTION. ALL 9. ONE YEAR WARRANTY. ... _...._.................._...._ RTU -2 ------------- --- -- -....-._.._.__._...._..- SALES --- LENNOX ...... _...._...-....... --- LGH150S4M -- -- - _...._..._.....__ VERTICAL 2. TURNING VANES IN EACH QUADRANT. --- 450 _..-. _..... -- ....... _............................. 1.00 5.0 HP ----- 12.5 ..--... 147.6 3. 1" 1 1/2 LB DUCT LINER. ........- 240 .. _....---- 192 .... 30 _... 35 --.. 460/3 _ 11.0 _ ---- - - 1430 4. VERTICAL AND HORIZONTAL ADJUSTABLE DRUM LOUVER, ---------......._.._.... _...._..---. A,B,C,D,E,F,G,IJ,K RTU -3 SLS AE LENNOX LGH150S4M VERTICAL 5. FULLY ASSEMBLED. 450 1600 1.00 5.0 HP 12.5 147.6 113.6 6. 3/8" THREADED INSERTS. 192 30 35 460/3 11.0 1430 ALL LENNOX NATIONAL ACCOUNT CONTACT: ... _.........._.......... ................._.......... RTU -4 ...... ......_....................... _.......... _.............__.........................._ SALES ........ _.._.._.._......-._............ LENNOX __ ._......-... ..._....... LGH240H4M ................. ...._.._._.__..._....__._........_ VERTICAL 7,000 ........ .._......_.............. 700 TERRY BUCHANAN .._._......_..._.............._... _..__....._......_._.................._. 1.00 5.0 HP _........._._._........_.... 20.0 _......._._._................ 221.5 _....._._._.. _._..._....._ 165.1 _._._...._._......_..._.__........-........_..............._............ 260 ........ ._........... 208 TERRY.BUCHANANGLENNOXIND.COM 50 ___-_.._.._......_............_._...._....._._......._....................._.._...._..._..............................._......_.._..-_............................--.........._ 460/3 12.0 2642 ALL _ A,B,C,D,E,F,G,H,I,J,K RTU -5 PORTABLE SELF-CONTAINED IT ROOM AIR CONDITIONING UNIT(G.C.) NEW/ REPLACEMENT AREA SERVED EXISTING ROOFTOP CURB UNIT MODEL MARK (NEW) MANUFACTURER ELECTRICAL DATA COOLING CAPACITY SALES COOLING CAPACITY MARK AREA SERVED MANUFACTURER MODEL NO. CHI) REMARKS M.C.A. MAX. C P. VOLTAGE N L TOTAL MAX TRANE YCD150CHHOAA MARK AREA SERVED. MANUFACTURER MODEL NO. CONFIGURATION CFM TONS (MBH) FAN (H.P.) PAC -1 DATA ROOM TRIPP.LITE SRCOOLI2K 329 1 10.5 15 120/1/60 2.0 SALES 12000 ALL REMARKS: LGH150S4M TONS (TOTAL MBH) 1. PLUGS INTO A STANDARD 15 AMP OUTLET. (6 FT CORD) (MBH) (MBH) M.C.A. 2. RESTART AUTOMATICALLY AFTER POWER FAILER. VOLTAGE REPLACEMENT SALES 3. HOT EXHAUST REMOVAL TUBE AND COLD AIR DIRECTIONAL TUBE. RTU -8 RTU -1 SALES 4. FILTER AND DEHUMIDIFIES THE AIR TO ENHANCE EQUIPMENT PERFORMANCE. LGH150S4M VERTICAL 5. R -410A REFRIGERANT. 450 -- 1.00 6. TOUCH SENSITIVE CONTROL PANEL WITH MULTIPLE LED AND NUMERICAL TEMPERATURE READOUT. 147.6 113.6 7. AIR EXHAUST TUBE (118') PROVIDED WITH UNIT. 192 30 35 8. UL484 TESTED. 11.0 1430 ALL 9. ONE YEAR WARRANTY. ... _...._.................._...._ RTU -2 ------------- --- -- -....-._.._.__._...._..- SALES --- LENNOX MECHANICAL CONTRACTOR'S NOTES MECHANICAL CONTRACTOR SHALL COMPLETE EQUIPMENT STARTUP CHECKLIST. REFER TO CONSTRUCTION SPECIFICATION 23740, j MECHANICAL CONTRACTOR SHALL INCLUDE IN HI5 BA5E BID ALL COSTS ASSOCIATED WITH PROVIDING A HEATING AND COOLING STARTUP. i HEATING STARTUP: STARTUP TO BECONDUCTED ANYTIME OF THE CALENDAR YEAR MECHANICAL CONTRACTOR CTO SHALL VERIFY PROPERi OPERATION OF ALL HEATING EQUIPMENT. MECHANICAL CONTRACTOR SHALL: I.) CLEAN ALL EQUIPMENT, 2.) ENSURE GAS PRE55URE 15 CORRECT AT EACH PIECE OF EQUIPMENT. 3.) REPLACE AND ADJUST BELTS AS REQUIRED. j 4.) REPLACE DISPOSABLE AIR FILTERS AND CLEAN OUTSIDE AIR INTAKE FILTERS AT JOB TURNOVER AND AT GRAND OPENING. COOLING STARTUP: START-UP TO BE CONDUCTED WHEN AMBIENT CONDITIONS ALLOW. MECHANICAL CONTRACTOR SHALL VERIFY PROPER OPERATION OF ALL COOLING EQUIPMENT. MECHANICAL CONTRACTOR SHALL: I.) CLEAN ALL EQUIPMENT. 2.) ENSURE VOLTAGE IS CORRECT AT EACH PIECE OF EQUIPMENT. 3.) REPLACE AND ADJUST BELTS AS REQUIRED. 4.) REPLACE DISPOSABLE AIR FILTERS WITH 2" .PLEATED MERV 8 FILTER AND CLEAN OUTSIDE AIR INTAKE FILTERS AT JOB TURNOVER AND AT GRAND OPENING. S.) VERIFY REFRIGERANT LEVELS ARE CORRECT, REPLENISH AS NECESSARY. I TEMPORARILY OPERATION: i CONTRACTOR SHALL BE RESPONSIBLE TO TEMPORARILY WIRE ROOFTOP UNIT TO OPERATE UNIT DURING CONSTRUCTION PRIOR TO ENTOUCH CONTROL INSTALLATION. ROOFTOP UNIT SCHEDULE (FURNISHED BY OWNER (FBO) INSTALLED BY CONTRACTOR) MARK (EXISTING) NEW/ REPLACEMENT AREA SERVED EXISTING ROOFTOP CURB UNIT MODEL MARK (NEW) MANUFACTURER MODEL NO. 0/A MAX. REPLACEMENT SALES COOLING CAPACITY HEATING CAPACITY ELECTRICAL DATA LGH150S4M RTU -1A REPLACEMENT SALES TRANE YCD150CHHOAA RTU -2 SENSIBLE INPUT REPLACEMENT MAX TRANE YCD150CHHOAA MARK AREA SERVED. MANUFACTURER MODEL NO. CONFIGURATION CFM 0/A MIN. (CFM) �CFMJCO2 E.S.P. (IWC) FAN (H.P.) EER (SEER) WEIGHT (LBS) NOTES ACCESSORIES RTU -5 LENNOX LGH240H4M RTU -5 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -6 LENNOX LGH150S4M TONS (TOTAL MBH) (MBH) (MBH) (MBH) M.C.A. VOLTAGE REPLACEMENT SALES TRANE YCD30OB4HODD RTU -8 RTU -1 SALES LENNOX LGH150S4M VERTICAL 4,500 450 -- 1.00 5.0 HP 12.5 147.6 113.6 240 192 30 35 460/3 11.0 1430 ALL A,B,C,D,E,F,G,I,J,K ... _...._.................._...._ RTU -2 ------------- --- -- -....-._.._.__._...._..- SALES --- LENNOX ...... _...._...-....... --- LGH150S4M -- -- - _...._..._.....__ VERTICAL .. - - 4,500 --- 450 _..-. _..... -- ....... _............................. 1.00 5.0 HP ----- 12.5 ..--... 147.6 ......... - 113.6 ........- 240 .. _....---- 192 .... 30 _... 35 --.. 460/3 _ 11.0 _ ---- - - 1430 ----- - ALL ---------......._.._.... _...._..---. A,B,C,D,E,F,G,IJ,K RTU -3 SLS AE LENNOX LGH150S4M VERTICAL 4,500 450 1600 1.00 5.0 HP 12.5 147.6 113.6 240 192 30 35 460/3 11.0 1430 ALL A,B,C,D,E,F,G,H,I,J,K ... _.........._.......... ................._.......... RTU -4 ...... ......_....................... _.......... _.............__.........................._ SALES ........ _.._.._.._......-._............ LENNOX __ ._......-... ..._....... LGH240H4M ................. ...._.._._.__..._....__._........_ VERTICAL 7,000 ........ .._......_.............. 700 .............. _..._...........___ 2450 .._._......_..._.............._... _..__....._......_._.................._. 1.00 5.0 HP _........._._._........_.... 20.0 _......._._._................ 221.5 _....._._._.. _._..._....._ 165.1 _._._...._._......_..._.__........-........_..............._............ 260 ........ ._........... 208 .... ... ...._..._......._......_...... 50 50 ___-_.._.._......_............_._...._....._._......._....................._.._...._..._..............................._......_.._..-_............................--.........._ 460/3 12.0 2642 ALL _ A,B,C,D,E,F,G,H,I,J,K RTU -5 SALES LENNOX LGH240H4M VERTICAL 7,000 700 -- 1.00 5.0 HP 20.0 221.5 165.1 260 208 50 50 460/3 12.0 2642 ALL A,B,C,D,E,F,G,I,J,K _.__.........._.... RTU -6 _..._....__..................._._.. ...... ............. SALES ................. _._........._._ LENNOX ._.._.._._..........._._....._......__._............._._-.._._._.... LGH150S4M _ ..._ VERTICAL __.__..... __ 4,500 ___...... .-..... _..._ 450 ...._.... _....... _........._._...._ -- ....... ................._... 1.00 .... _......._......._......._.._...._.._...._......... 5.0 HP 12.5 _.............. 147.6 ....._.......... _................ _.__ 113.6 -�� ........._..............-.._...._............ 240 ........... .._._..._ 192 .......... .... ._..........._._............-. 30 - -� 35 _....__..._.........--..__._ 460/3 . _.....__..... 11.0 1430 ALL - -- -A,B,C,D,E,F,G,I,J,K - RTU -7 � SALES LENNOX LGH240H4M VERTICAL 7, 000 700 2450 1. 00 5.0 HP 20.0 221.5 165.1 260 208 50 50- 460 3 / 12.0 6 2 42 ALL BCDEFGHIJK , , , , , , , , , . ............_. - - RTU -8 R --._.... _ _.. ---- SALES - ---------- LENNOX - ---...__.._.....- - LGH240H4M ---._...._.. - - -- VERTICAL ---- -- 7 000 ------.-. 700 _..._..__.... _. 24 50 -_........._....... 1.00 _... _.._.____...._.._ 5.0 HP ..-----.._...._.._.._.__._.._ 20.0 2 21.5 ._._._._._...--. .......... 165.1 -- 260 - ... -.... ....... - 208 50 50 460 3 12.0 2642 ALL BCDEFGHIJK , , , , , , , . . RTU -9 SALES LENNOX LGH18OH4M VERTICAL 5,400 550 _ - - 1.00 5.0 HP 15.0 182.1 138.3 260 208 39 45 460/3 12.0 2412 ALL A,B,C,D,E,F,G,I,J ------------------ RTU-10 --- - - ...__.... - ---._......_..._ SALES. ....._.._...._....__......._... ............................... LENNOX ........_...__..................._...__............ ..._..._ LGH120H4M .._..__...._-__-.--.__................_........_.._._ VERTICAL ........ ....__........................ 3,500 _.__.._...._...... 450 - - - -- -- - - 1.0 _.__._...-- ..... - .. 2.0 HP .............. -.---- 10.0 ------... 124.4 - _ 89.5 _._.._-.._.._........_..... ..... ........._.............. 180 - _ -........ _..._.............-............_..._..............._._.._ 144 - 24 -24 30 - - - --- .._..- .._.__.._. 460/3 _-._..----...-- 12.5 --------- 1430 --- - ALL --------- A,B,C,D,E,F,G,IJ,K RTU -11 SALES LENNOX _ LGH120H4M - VERTICAL - 3,500 350 -- 1.0 2.0 HP 10.0 124.4 89.5 180 144 30 460/3 12.5 1430 ALL A,B,C,D,E,F,G,I,J,K RTU -12 _....__....... ._..._.._..._............._ ............... RECIEVING ._.... ._.........._... .._....---- - LENNOX - -----..._...... -- LGH092H4B --- ._...._._...._....---- - VERTICAL -- -- 3,000 -- --- 350 -.._..-- - -- -- - - -- 1.0 _ __ .... 2.0 HP _.---........__ 7.5 _...._..._.._... _ 85.4 _..........._.......... 62.4 _......_.__.._..._...-- - 130 - -----._._ 104 ...._ -- 20 ....... 25 ..._............... 460/3 _..__.._......__.._.. 12.5 __.---. __..__.__._ 1202 .._.......- .._......... ALL --._..- - ,B,C,D,E,F,G,I,J,K - RTU 13 - RECIEVING LENNOX LGH092H46 VERTICAL 3,000 350 -- 1.0 2.0 HP 7.5 85.4 62.4 130 104 20 25 460/3 12.5 1202 ALL BCDEFGIJK- , .. , � , , , , ...-._......--_.-._...._.-1_. RTU -14 ................_. ........ ............ -1 OFFICE ......... ..._..... ....---- LENNOX - -_.... --- ----- - LGH072H4M -------- -.... VERTICAL _......--- 2200 - ---.._ . 300 _._..-- . -- _.--.._.-.............._ 1.0 _ ......_........... 1.0 HP 6.0 77.2 .._._....._....._...... _. 57.9 _---- 105 - - . 85 - 17 -- ---. 25 _.. - ----- 460/3 - -- 12.0 -----........................__ 960 ...... ALL ..... . A,B,C,D,E,F,G,I,J REMARKS: COORDINATE WITHEQUIPMENT ACCESSORIES: ( SUPPLIER FOR FIELD INSTALLED ACCESSORIES 1. NEW ROOFTOP A/C UNIT TO BE PROVIDED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. A. BAROMETRIC RELIEF DAMPER AND HOOD. COORDINATE CURB LOCATION AND INSTALLATION WITH STRUCTURAL ENGINEER, COORDINATE ROOF B. ECONOMIZER WITH DIFFERENTIAL ENTHALPY CONTROL. PENETRATIONS WITH LANDLORD APPROVED ROOFING CONTRACTOR, C. FACTORY OR FIELD SUPPLIED HAIL GUARD. 2. (FBO) ENTOUCH EMS CONTROL WITH COMMUNICATING THERMOSTAT, WITH SUPPLY & RETURN AIR SENSORS. (2 D. PROVIDE CURB ADAPTOR BASED ON CURB SCHEDULE THIS SHEET. HEATING AND 3 COOLING STAGES MINIMUM). REFER TO ADDITIONAL CONTROL NOTES THIS SHEET. E. DRAIN PAN OVERFLOW SWITCH KIT. 3. PROVIDE ALL NECESSARY COMPONENTS FOR CODE COMPLIANCE AND A COMPLETE AND OPERATIONAL SYSTEM. F. SMOKE DETECTOR IN RETURN AIR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. 4. BALANCE SUPPLY, RETURN AND OUTDOOR AIRFLOW AS INDICATED ON SCHEDULE. G. FACTORY INSTALLED DISCONNECT SWITCH AND CONVENIENCE OUTLET. 5. SUPPLY FAN TO OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. H. PROVIDE WALL MOUNTED CO2 SENSOR (FURNISHED WITH LENNOX EQUIPMENT INSTALLED BY G.C.) FOR ECONOMIZER DEMAND CONTROLLED VENTILATION. (ENTOUCH TO FURNISH LENNOX NATIONAL ACCOUNT CONTACT: COVER CFG101) TERRY BUCHANAN I. 2" FILTER, REPLACE TWICE DURING CONSTRUCTION,(GC TO DATE FILTERS REPLACEMENT VISIBLE FROM ACCESS DOOR SIDE) PHASE MONITOR HINGED ACCESS DOORS TERRY.BUCHANAN®LENNOXIND.COM J. MULTI -STAGE AIR VOLUME WITH MSAV BLOWER BYPASS. K. DROP BOX WITH DRUM LOUVER FURNISHED BY OWNER PART OF LENNOX PACKAGE. CURB ADAPTOR SCHEDULE (NEW) MARK (EXISTING) NEW/ REPLACEMENT AREA SERVED EXISTING ROOFTOP CURB UNIT MODEL MARK (NEW) MANUFACTURER MODEL NO. RTU -1B REPLACEMENT SALES TRANE 150CHHOAA RTU -1 LENNOX LGH150S4M RTU -1A REPLACEMENT SALES TRANE YCD150CHHOAA RTU -2 LENNOX LGH150S4M RTU -6 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -3 LENNOX LGH150S4M RTU -7B REPLACEMENT SALES TRANE YCD30OB4HOBB RTU -4 LENNOX LGH240H4M RTU -7A REPLACEMENT SALES TRANE YCD30OB4HOBB RTU -5 LENNOX LGH240H4M RTU -5 REPLACEMENT SALES TRANE YCD150CHHOAA RTU -6 LENNOX LGH150S4M R TU -7D REPLACEMENT SALES TRANE YCD30OB4HOBB RTU -7 LENNOX 0 LGH24 H4M RTU -7E REPLACEMENT SALES TRANE YCD30OB4HODD RTU -8 LENNOX LGH240114M RTU -3B REPLACEMENT YCD210C4HODA RTU -9 ......_......._. ..LG.H180H4.M _...................._.......--.._....._........... _..._._.......... RTU-4 ._._......._.._.. REPLACEMENT _-_----- SALES TRANE YCD102CHOAB - _------------------- -- RTU-10LENNOX _....._......._....._.L....E._.N_...N.....O._._X.... LGH120H4M. RTU -3A , REPLACEMENT vSALES SALES -TRANE TRANE YCD102CHOAB RTU -11 LENNOX LGH120H4M RTU -2A REPLACEMENT RECIEVING TRANE YCD075CHOBE RTU -12 LENNOX LGH092H4B RTU -28 REPLACEMENT RECIEVING TRANE YCD075CHOBE RTU -13 LENNOX LGH092H48 RTU -7C REPLACEMENT SALES TRANE YCD300B4H0BB RTU -14 LENNOX LGH072H4M - - - _ REMARKS: 1. CONTRACTOR SHALL VERIFY EXISTING ROOF CURB DIMENSIONS PRIOR TO FABRICATING CURB ADAPTOR, GRILLES, REGISTERS, & DIFFUSERS SCHEDULE (G.C.) MARK SERVICE TYPE MANUFACTURER MODEL CONSTRUCTION FACE FINISH MOUNTING REMARKS SIZE A SUPPLY CEILING TITUS TMS ALUMINUM 24x24 WHITE LAY -IN 1,2,3,4,5 B SUPPLY CEILING TITUS TMS ALUMINUM 24x24 WHITE FLANGED 1,2,3,4,5 C SUPPLY CEILING TITUS TMRA-AA ALUMINUM PLAN WHITE FLANGED 1,4,5,7 D SUPPLY CEILING TITUS TMS ALUMINUM 12x12 WHITE FLANGED 1,2,3,4,5 E RETURN/EXH CEILING TITUS 50F ALUMINUM 24x24 WHITE LAY -IN 2,4,5- F - RETURN/EXH Y CEILING - TITUS 50F ALUMINUM 12X12 WHITE FLANGED - 2,4,5 G RETURN/EXH WALL -_ -- TITUS -_ - 50F - - ALUMINUM --- WHITE FLANGED 2,4,5 H - RETURN WALL TITUS 350RL ALUMINUM --- WHITE FLANGED 45 I TRANSFER WALL TITUS 350FL ALUMINUM --- WHITE FLANGED 5,6 J SUPPLYDUCT/WALLTITUS 300FL ALUMINUM TE I FLANGED 4,5 S• REMARK. QUANTITY 1. BRANCH DUCT SERVING DIFFUSER T0 BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE NOTED. 2. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION. UNIT TYPE 3. PROVIDE WITH 4 -WAY THROW PATTERN UNLESS OTHERWISE NOTED ON PLAN. NECK SIZE (INCHES) 4 PROVIDE WITH OPPOSED BLADE DAMPER. 5. REFER TO PLAN FOR NECK SIZES. 6. PROVIDE TWO GRILLES, ONE ON EACH SIDE OF WALL. (XL -B" - TOTAL AIR QUANTITY 7. VERTICAL TO HORIZONTAL DISCHARGE PATTERN ADJUSTMENT. 250 (CFM EACH) EMS CONTROLS AND COMMISSIONING(FBO)_ ENTOUCH CONTROLS AND MECHANICAL CONTRACTOR SCOPE AND RESPONSIBILITIES: MECHANICAL CONTROLS. 1. COMMUNICATING THERMOSTAT, TEMPERATURE DISCHARGE SENSOR AND ZONE SENSOR FURNISHED BY ENTOUCH AND INSTALLED BY CONTRACTOR. PROVIDE CFG101 FOR ZONE SENSORS LOCATED IN SALES AND WAREHOUSE. ENTOUCH SHALL PROVIDE PROTECTIVE COVER FOR CO2 SENSORS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE SHIPMENT FROM ENTOUCH AND WILL BE RESPONSIBLE FOR RECIEVING AND STORAGE DURING CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ABOVE CONTROLS COMPONENT. 4. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND START-UP OF ALL MECHANICAL EQUIPMENT PER MANUFACTURER'S RECOMENDATIONS. EQUIPMENT START-UP SHALL BE COMPLETED BY MERCHANDISING DATE. EMC CONTRACTOR SHALL VERIFY THE INSTALLATION AND OPERATION OF .ALL EQUIPMENT AND DEVICES CONTROLLED BY THE ENERGY MANAGEMENT SYSTEM. MECHANICAL CONTRACTOR SHALL CORRECT ANY DEFICIENCIES NOTED BY EMS CONTRACTOR. ALL DEFEICIENCIES SHALL BE RESOLVED PRIOR BY THE EMS CONTRACTOR SECOND VISIT IF REQUIRED. 5. MECHANICAL CONTRACTOR SHALL COMPLETE AN RTU "EQUIPMENT STARTT-UP CHECKLIST FOR EACH RTU PER THE REQUIREMENT OF SECTION 23 74 00. MECHNAICAL CONTRACTOR SHALL MAKE AVAILABLE TO EMS CONTRACTOR THE COMPLETED CHECKLISTS DURING THE FIRST COMMISSIONING SITE VISIT. 6. MECHANICAL CONTRACTOR SHALL MAKE AVAILABLE TO EMS CONTRACTOR A QUALIFIED HVAC SERVICE TECHNICIAN DURING COMMISSIONING VISIT. HVAC SERVICE TECHNICIAN SHALL MAKE ANY NECESSARY ADJUSTMENTS OR REPAIRS REQUIRED TO COMPLETE CONTROL INSTALLATION. ENERGY MONITORING. 1. ENTOUCH CONTROLS WILL PROVIDE AND INSTALL ENERGY MONITORING DEVICES TO MONITOR TOTAL BUILDING AND ROOFTOP UNIT USAGE. 2. ENTOUCH CONTROLS WILL BE RESPONSIBLE TO INSTALL RSM -100 WITH 10K TYPE II WALL SENSOR IN IT ROOM. WHEN TEMPERATURE REACH 80 DEGREES EMS SYSTEM SHALL INITIATE AN ALARM. COMMISSIONING. 1. ENTOUCH CONTROLS WILL PROVIDE FINAL EMS COMMISSIONING AND CONNECTIONS TO FLOOR AND DECORS NETWORK. ENTOUCH CONTROLS CONTACT: ACCOUNT F & D NATIONAL ACCOUNT. JAMES WALTON/SALES TOM KAY/VP SALES BRANDON PERRY/ACCOUNT MANAGER EMAIL: ACCOUNTSOENTOUCHCONTROLS 1-877-755-1609 ROOF NEW ROOFTOP UNIT DUCT SMOKE - BY FIRE ALARM WIRING TO FIRE ALARM PANEL BY FIRE ALARM TERMINAL COMMUNICATING THERMOSTAT IN ROOFTOP UNIT CABINET CONTRACTOR +ENTOUCH S - WIRING TO NETWORK AND LOCAL INTERFACE BY ENTOUCH. TEMPERATURE DISCHARGE SENSOR ENTOUCH CONTRACTOR ZONE SENSOR ROOFTOP UNIT CONTROL/WIRING N.T.S. 5815 Westpark Driver Chariot, 704.525.6350 1' • : 11 www.IIttIeonIIna.com This drawing and the design shown are the propero of Little Diversified Arcbitectaral Cbnsniting. The reprodiiction, copying or other use of this dratwing tvitliout tlielr t tt t consent is rohibiterl and an t tz et r y P ii ftzngement will be subject to legal action. c Little 2016 F 0 Fit R 'agm , A D E C Op R W -3N 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 Z 1.1..1 c) LL J U) 3: I� 0 0 L 0N 0 * Pio, 60544FL I " TATE OF �f�r�iFSS ON At f`G PROJECT, PRINCIPAL IN CHARGE JR PRO/ ECP MANAGER JL DIUi%V/N BY JC REMSIONS NO. REASON DATE 0 ADDENDUM #2 OWNER REVISIONS 04/13/16 REVISION #1 OWNER REVISIONS 05/31/16 MECHANICAL SCHEDULES PROJECT• 121-5505-00 FOR CONST. 03.23.16 M300 - Z_ W , (0 I (1) . . 00 (6 T- 'I , C) 'I) , N 'I C'i A C =3 ) I 0) I �: -0 6 a , q __ C_ I 0 11 a) :E 0 Q < () _j LL I _0 2 IP C (0 U) 1� 0 0 (1) !!i 11w -0 I. C " WI L_ 0 � 0 1 I I � E4 m 01' wt � G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT .,!Ae\k . W (_'\. - __ - - - e �,�o ) ( I ) (�) (3 (.,�) . (i � - ) (�) ( 1- ) i i ! ; i (I , I -RELOCATE GAS I I � : ! I i i 0 A I . . : . I : � I ; STUB -UP AND ROUTE �&, ; "\ �6;�\ � : r I i " I �__Ss SS__? @/ I i , k* : ��J , l i AT 9'-O" AND EXTEND I 71 i I - 1r, i I ! . � _-IN ___11%___1-*___1v_� iil. - 1, " 0 BUILDING. I I . I I I t I I I= - i i : . 1. i i I � �. SPILL CONDENSATE INTO I I i : i SPILL CONDENSATE INTO SPILL CONDENSATE IN I U : i IV 1�j 4 I.. i I i TING GUTTER AND I . I .... - ... 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(180,000 EACH) 360,000 RTU -12,13 (130,000 EACH) 260,000 RTU -14 (108,000 EACH) 108,000 TOTAL 1 2,988,000 GAS PIPING SIZING IS BASED ON 2 PSI GAS PRESSURE, TOTAL DEVELOPED LENGTH OF 700 FT AND SYSTEM PRESSURE DROP OF 1 PSI. GAS. PIPING SIZING IS BASED ON 2012 INTERNATIONAL FUEL GAS 2 PSI GAS PRESSURE AND A PRESSURE DROP I OF 1 PSI TABLE 402.4(5). 1 . . PLUBMING FLOOR PLAN SCALE: 1/16" - 1'-0" KEY NOTES 0 PLUMBING CONTRACTOR SHALL PAINT GAS PIPING NTH 2 COATS OF YELLOW ENAMEL PAINT APPLIED WITH A BRUSH (2 MIL THICKNESS MINIMUM) OR AS REQUIRED LOCAL AUTHORITY HAVING JURISDICTION. @ 3/4"CW DOWN TO NEW FPWH. PROVIDE SHUT-OFF VALVE. 0 EXTEND 1/2' CW TO COFFEE MAKER. PROVIDE SHUT-OFF VALVE. 0 EXTEND 1/2' CW TO FLOOR DRAIN TRAP PRIMER CONNECTION. PROVIDE HINGED ACCESS PANEL TO SERVICE TRAP PRIMER (WHEN CONCEALED). (D REFER TO GAS PIPING CONNECTION DETAIL ON SHEET P400. @3" ST DN SPILL ON GRADE, REFER ARCHITECTURAL PLANS & SECTIONS FOR INSTALLATION DETAILS. 0 CONNECT NEW SANITARY SEWER TO EXISTING MANHOLE SANITARY SEWER INLET. FIELD VERIFY EXISTING INVERT PRIOR TO TRENCHING. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE NTH EXISTING UTILITIES AND � TRENCHING/PAVEMEMNT PATCHING. @ EXTEND 3/4' CW TO FRE MOUNT ON CURB. 1 DETAIL AND PLUMBING FIXTURE @ EXTEND 1/2" CW LINE DOWN TO ICE MAKER AND FLOOR DRAIN TRAP PRIMER. PROVIDE SHUT-OFF VALVE, INLINE FILTER AT 4' -On A.F.F AND FINAL HOOK-UP. . . 0 EXTEND 1 1/2' VENT BELOW SLAB TO EXTERIOR WALL AND EXTEND UP TO 2" VENT THRU ROOF. n1l ROUTE CONDENSATE DRAIN TO BUILDING GUTTER. @ EXTEND 2" VENT UP TO 2" VENT THRU ROOF. @RELOCATE EXISTING GAS STUB -UP OUTSIDE FIRE PUMP ROOM AND ROUTE AT 9'-O" TO EXISTING BUILDING. COORDINATE PIPING ROUTING WITH FIRE PUMP EQUIPMENT AND PIPING. G 4' FD -2 WITH TRAP GUARD BY PROSET OR EQUAL. EXTEND 4" SANITARY SEWER AND CONNECT TO NEW SEWER FROM BUILDING. COORDINATE INVERT ELEVATION. COORDINATE LOCATION WITH FIRE AND JOCKEY PUMP CONCRETE BASE. #1 4'', � I � I �i4,1. , i1.�,o , ,; I I I ; I � ; ; , I I I :*� - � I � 1, . 5815 Westpark DOW Chorlotte NC � 28217 �� � �� I I I 0 � � : T: 704.525.6350 R 704.561.8700 1 1 1 . w w w . I I t t I a o n I I n e . c o m I Tljis drawhi g and the design shown are ibeprojero of Little DiversifiedArchitectural (onsulling. Tbe r0roduction, cupying or other use qj'lhis draming without 1heir wfillen consent isprohibited and aty infiringement will be subject to legal action. Little 2016 . I � lddmmh� � � Nmv,qmw ' � A� MR FAVkAA D m IIIIIIIIIIII WN 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 1 1 1 PR � � : I � � , � : ; I I - I ,� . . . I m'�' A� 11) � � " 6 v - 1w t*,.,-- > r-_ mmmJ (N 00 m � � m �� m lmdmmmw� ���� (N 0� < � 1*4w., w 0 0 -r- II-- - z Cll� ""I"""""""i �� W 0 wr C) _j , A o O� LL aloA 0 w - F_ Z 0 ('r) 3: 0� 0 w 0 LL lddwmmlkh� �� F_ �� z �� mmor- _� T- < N w N AddNE01b. � - � I . . �%�%11111111111//// � I I ,�� ,�, N , 104 (" , -'/.,.,, ". ,:�, . ...'" "" <�' ,.� �� , __ Bvo- -. e .- �� f,% - -. 'r .!:� ,Z� � - i�,� z -- No. 60544FL '%. iz - k I 'm , u.\4_* 7-- . - -4 � f 4 -§TAT E 0 P " �" g ;11 _ -11 1p ' ' 4��_, ,��, �� ,f%� �1, N Uh%W , ��N� � , , , _."' '00 ,Q. ,�, �<j !� :% """, 'Yo -- \A :�b 6, . 14"'/ / 0 N A t y- �0" , � , I'll 11111111% & ,�� , I PR04ECTJEAM ,� �.� -1 � . : j I I � el PRINCIPAL IN CHARM J R PROJECI'MANAGER JL DR -AWN BY ic I lj= � ��� . NO. REASON DATE AADDENDUM #2 OWNER REVISMS "/V/,M AI REVISM #1 OVVNER REVISIONS 05/31/16- 1 - I . SHEEt 1-11IS : i' � �'- : ;� , �� �,::.� � �� , �: � � � � � J � �, � PLUMBING PLAN . I 11 � � - PRQ=� NO. : � � �� � ; �, ,; �: � �� � � I . � � i � � , �' - � I � ,i . 121-5505-00 IERWAI�1111111111111111111111111111 ": . I FOR CONST. 03.23.16 P100 I . (0) Stacks of 6'h Lockers, m'I r - (y) CD co C CD3 z� N U J u- L f c c� r L O U N ❑ ; � S a, o= u- '+ L-1 WC -2 L-1 WCO 10 11ZI EWC-1 11 ENLARGED PLUMBING PLAN _ WASTE & VENT SCALE: 1/4" = T-0" KEY NOTES (APPLY TO 1/1`200 ONLY) O (2) 4"S B/F TO 4"S DN. 2"V UP. 0 3"S B/F TO 3" P—TRAP AT MOP SINK. O3 3" FD -1 W/3"S B/F & 1/2" TP LINE B/F & UP TO TP—L;. ® 4"S B/F TO 4" DN. 2"V UP TO A/C. 05 1-1/2"S A/F TO 2"S DN & B/F, 1 1/2"V UP & A/C. © 2"S A/F TO 2"V UP & A/C 2"S DN & COMBINE WITH 4-S B/F. O7 (2) 1-1/2"S A/F TO 2"V UP & A/C 2"S DN & B/F PROVIDE TP—L AT EACH LAV W/1/2" TP LINE & B/F TO FD. ® 4"S, SEE 1/P100 FOR CONT. O 3"S B/F TO 2"V UP & A/C, 3"S DN. 10 4"S B/F & UP TO WALL CLEANOUT. 11 1 1/2"S A/F TO 2"S DN & B/F. 1 1/2"V UP & A/C. PLUMBING RISER WASTE AND VENT SCALE' 1/4" =1'—O" PLUMBING RISER - SUPPLY `rJ SCALE: 1/4" =1'-0" ENLARGED PLUMBING PLAN - SUPPLY LJ SCALE. 1/4" = T-0" KEY NOTES (APPLY TO 2/P200 ONLY) O1 1 -HW A/C, DN & DISTRIBUTE TO FIXTURES A/F. 0 1 /2"CW & 1 /2"HW A/F TO FIXTURES. �3 1/2"CW & 1/2"HW DN TO MOP SINK. ® 1/2"CW A/F TO FIXTURES. M�5 1 -CW & 1"HW A/C & DN TO SHELF MOUNTED WATER HEATER (SEE DETAIL) �6 1 -CW A/F TO WATER HAMMER ARRESTOR IN WALL. �7 1"CW A/F TO WATER CLOSET. ® 3/4"CW A/F TO URINAL. Og 2 -CW A/C, SEE 1/P100 FOR CONT. :. 10 2 -CW A/C, DN & DISTRIBUTE TO FIXTURES A/F. 11 PROVIDE ICE MAKER OUTLET BOX WITH BRASS VALVE AND 1/2" FEMALE SWEAT CONNECTION. MOUNT BOX AT 5'-0" A.F.F. 12 PLACE ENGRAVED PLASTIC LABEL AT HOT WATER HOSE BIBB STATING "CAUTION HOT WATER, USE WITH EXTREME CARE" 5815: WeStpark Drive a. 00 www.11ttleonlins.com This drawing and the design shown are the propery of Little Divers�ted Architectural Conssrlting. The reproduction, copjing or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. © Little 2016 m 'ROW Row D c � '-� OR FAkvA LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT In W M*zo� F W 0 rWU LL rig® w,p U) OC ® LL 0 0 z U) N6 =�`1 EN� �p 4 NO.60544FL w " s 0 N At PRINCIPAL IN CHARC;E JR PROJECT MANAGER JL DRA\i'N 15Y JC ISSUE / REVISIONS NO. REASON DATE ADDENDUM #2 OWNER REVISIONS 04/13/16 REVISION 1 OWNER REVISIONS 05/31/16 EALARGED PLUMBING PLANS 'ROJECT N0. r 121-5505-00 SSUE''/ DATESHEET. NUMBER 03.23.16 JOCKEY CONTROL 1 HP 60 HP JOCKEY PUMP FIRE PUMP I I I FED UNDERGROUND rrrri /- - --.1-200 MSB - 277/480V, 30, 4-W, 1200A, MLO ------ ---- - - - - ----------- -- L------1- _ -1 I 1400A 1400A 1300A 1200A 1 I ------I - - - I I I I I I I I I I I I I I PANEL I I -PANEL 1 I C PANEL 1 f PANEL I RTA I I RTB I I A I RA I 1 OOA I i t I I I I I I LW . _ _J L_ _J L - _-I I - _-.- ___1 T -L1 I 480V, 30, 3W 4 4 r r f r i 120/2208V, 30, 4W E m Lo cry 6 0 N C c Cm C6 0 0 W U a) W D U tL 0 c cv L 0 U a) O L 0 0 U_ I I I PANEL LDP 156A 150A 150A 100A NOTE: PANEL LDP BREAKERS ARE MISLABELED IN PANEL J:l/ �' J I �^I f PANEL 1 I PANEL 1 I -PANEL 1 I -PANEL 1 LB I LC I I LD LG I I I I I I I I I I I I I I I I -J 1- -- --_1 5 4 EXISTING POWER RISER DIAGRAM SCALE: NO SCALE FED UNDERGROUND MSB - 277/480V, 30, 4-W, 1200A, MLO --------------- 1400A 1400A 1300A 1200A J200A I I 38 38 I I 28 f I NP. 2 PANEL PANEL I F -PANEL 1 PANEL M1 M2 I ( H1 I H2 NEW NEW I I NEW I I I 0TYP. TYP.. 1 T1 I 480V, 30, 3W iv i_ J.a_� 225KVA 120/208V, 30, 4W I EXISTING PANEL 'A' RENAMED PANEL 'H1' I I L PANEL I LDP I I I i ( I EXISTING PANEL 'LB' I RENAMED (PANEL 1 f -PANEL I I -PANEL 1 PANEL PANEL IV I L1 I L1 I I LD I L2 I I I I I CIRCUITS' ICIRCUITS I I Ll -42 1 L43,-841 I _j LOCATED AT FRONT OF BUILDING EXISTING PANEL 'LC'.:Y 5 RENAMED PANEL IV ,f- )SCALE: NO SCALE NEW - - - - - EXISTING 480V EQUIPMENT GROUNDING A I B I C I I CONDUCTOR L08Y/120V DRY TYPE -J BONDING' TRANSFORMER JUMPER N G O 0 BONDING JUMPER ISOLATED NEUTRAL NEAREST TERMINAL GROUNDING GROUNDING ELECTRODE ELECTRODE CONDUCTOR TRIANSFORMER GROUNDING, DETAIL. SCALE: NO SCALE CONDUIT AND CONDUCTOR SCHEDULE COPPER Type Amps(l) Conduit Size(3) Qty Conductor Size(j) Gnd 2 Notes 1 20 0.75 2 12 12 2 20 0.75 3 12 12 3 20 0.75 4 12 12 4 30 0.75 2 10 10 5 30 1 0.75 3 10 10 6 30 0,75 4 10 10 7 40 0.75 2 8 10 8 40 0.75 3 8 10 9 40 0.75, 4 8 10 10 55 0.75 2 6 8 11 55 0.75 3 6 8 12 55 1 4 6 8 13 70 1 2 4 8 14 70 1 3 4 8 15 70 1.25 4 4 8 16 85 1.25 2 3 8 17 85 .1.25 3 3 8 18 85 1.25 4 3 8 19 95 1.25 3 2 6 20 95 1.25 4 2 6 21 110 1.25 3- 6 22 110 1.5 46 23 150 1.5 3 6 24 150 2 4 6 25 175 2 3 6 26 175 2 4 6 27 200 2 3 6 28 200 2 4 6 29 230 2.5 3 4 30 230 2.5 410 4 31 255 2.5 3 250 4 32 255 2.5 4 250 4 33 310 2.5 3 350 3 34 310 3 4 350 3 35 380 3 3 500 3 36 380 4 4 500 3 37 400 1 2 EA 2 3 3 0 3 38 400 2 EA 2 4 3/0 3 39 420 3 3 600 2 40 420 4 4 600 2 41 460 2 EA 2 3 4 0 2 42 460 2 EA 2.5 4 4 0 2 43 510 2 EA 2.5 3 250 1 44 510 2 EA 2.5 4 250 1 45 620 2 EA 2.5 3 350 1/0 46 620 2 EA 3 4 350 1 1 0 47 760 2 EA 3 3 500 1/0 48 1 760 2 EA 4 4 500 1/0 49 820 2 EA 3 3 600 2/0 50 820 2 EA 4 4 600 2/0 51 855 3 EA 2.5 3 300 2/0 52 855 3 EA 3 4 300 2 0 53 1000 1 3 EA 3 3 400 2/0 54 1000 3 EA 3 4 400 2 0 55 1140 3 EA 3 3 500 3/0 56 1140 3 EA 4 4 500 3/0 57 1240 4 EA 2.5 3 350 3 0 58 1 1240 4 EA 3 4 350 3/0 59 1260 3 EA 3 3 600 3/0 60 1260 3 EA 4 4 600 3 0 61 1675 5 EA 3 4 400 4 0 62 1680 4 EA 4 4 600 4 0 63 2010 6 EA 3 4 400 1 250 64 2100 5 EA 4 4 600 250 65 2520 6 EA 4 4 600 350 66 2660 7 EA 4 4 500 350 67 2940 7 EA 4 4 600 400 68 3040 1 8 EA 4 1 4 1 500 1 400 69 4180 1 11 EA 4 1 4 1 500 1 500 70 4200 1 10 EA 4 1 4 1 600 1 500 NOTES: 1) CONDUCTOR SIZED USING NEC TABLE 310-16; 60DEG C UP TO #IAWG PER NEC 110.14(C)(1)(A); 2 SIZED USING NEC TABLE 250.122 3 CONDUIT SIZED FOR THHN OR THWN OR THWN-2 IN RNC (SCH 40 Y r,> NOTE.S: ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL NAMEPLATE DATA ON DIVISION 15 EQUIPMENT AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH HVAC CONTRACTOR TO DETERMINE'` INSTALLATION REQUIREMENTS. D ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING AND CONDUIT TO DIVISION 15 EQUIPMENT AND TO EMS EQUIPMENT (EG: THERMOSTATS, AIR TEMPERATURE SENSORS, PHOTO SWITCHES, " ETC.) AS REQUIRED. (/ REFER TO PANELBOARD SCHEDULES FOR THE A.I.C. RATINGS. . (4 PANEL TO BE REMOVED. PANEL TO BE ABANDONED AND TO HAVE NO LOAD. O6 TAP MUST BE MADE OUTSIDE OF THE FIRE PUMP CONTROL PANEL. ``:.J COORDINATE FIRE PUMP SERVICE INSTALLATION WITH THE ELECTRIC UTILITY,. SERVICE TO BE INSTALLED PER UTILITY SPECIFICATIONS. www.IIttteonIIne.com This draining and the design shown are the proper.0 of Little Diversified _lrchcteci'riral Onsulti eg. The rejiroduction, cbpyirtg or atlnr im of this drawin without their written'consent is prohibited and my iv f zngement u�ll be rub�ect to, legal action. © Little 2016 FLOOR E R ��► . D C 0 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 N �. W 0 W w LL0.0 LU U_ J 3: ccvJ �0 LLz < w IL ,�`���r� t o r r itrtirrrri No.60544F-L _ - .--U S G14�ti _ PROJE PRINCWAL IN CHARGE - JR PROJECT MANAGER JL DRAWN BY JC NO.REASON DATE OWNER REVISIONS ...................... ........... ........... ONE -LINE DIAGRAM ELECTRICAL ... 121-5505-00. FOR CONST. E003 03.23.16 I. 0 � 1 Nlod01&irnn.S rt 1t+1 t 11 Guide Overview' r5__�_,( i 7 r. � r 1 1 E �f ��(— s I L1-35 HONE DEMARC I / 1 L145 6,0 X16 I1 i M2-1 1'5 17 € c H2-2,4,6 II i 1 ] t 1 H2-8,10112 r-� i (... ¢'fi w�A 'd J � I a : p \ ; t PLUG AND PLAY J—BOX FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. MOUNT WITHIN 6" OF TRUSS. . VOICE/DATA CABLES ( REQUIRE 2—CHANNEL POWER WIT EXTENSION ARM. CONNECT T STRUCTURE ABOVE AND FOO BRACKET AT FIXTURE. PROVIDE AND INSTALLED BY OWNEI N rissfel 1 '41 f 111111 1 511Y UN, `J.% SCALE: NTS L2-26 #10 11� W--- - ----- - I WPI r r 15 7, k a i t r tak'.a..GiT.tis:>vabiaw .Xr"uFsi�:Tkw � �'i&i$1xdi8uw.&::4"3'ai ...wM........k.L.:�Y.,:'R..ay.u...'.`:u'.`..w` ' 9i - e. v ,, '* :rr:.e.`;,xe,.-.�.°ux6 .a;s.>w•�...�....�a w •�rM^',::x��.u.. ��sta�..»�..:xs:z:.�: tt y Lj A, 1 1 — .,S,xY x4w'7x.+.a.».. .i1 x?f;3+x �an.�.T.akkR:a,.....$ .:k2Ru:°Aob£"..ka.3Yxx.r:a'kiLa;+£n.€.aaUY�a%:a?a'.f: £�•ttx`:Gs � $ ..1 � .......»..w..w�w.� '.i ' .a ...w..anw.wa...w.m$ wa ,.....w...w...x.,. xwr.r..w. 5. x za ,£ L' rh J wwY,.Z, S-i1'z'Lf SI1 w.Az�a .4. 3.3fdaik `t k41"vYaY b F wY,133',33'SYLk L1-41 I PROVIDE-fWO,.�� ..�:. r��a�« #10 HARD WIRED OUTLETS AT:.z 48OV, 30A FOR,.:.ate K k».,H.. z O .. . .:7 r:.r r. .8 i V.. > L a.. V . ti# �„ + `a:+'� '�'a «a'° ,?afl ;y°� � y�..,�� y b.. $ ...'�r: CHARGERS 1 ! sb�'A4. i x✓"'' �� F� .� �.., t t I S�.`D¢ r t 4 f d3' � . 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Y > k A P _ 6 # J ^ V+ + S { A 8 'a. ry F 5. t , r � a X a, e �p'a7I Y Sig a �r3 S I 'p. r $ ¢ 47 # Y y"a Y }fie ,a two aa4lk,n �.�r�.'xUf la ... b S 2 3 1, A a i i ^2 4T a Y � �`-0'1t> WIJ R YS F>�s'.tll I UG" y�l"M..tiqF'F W. ,YGY�Q as o a e t, �'�+1¢�' � I q QST Y y;Y➢1 y+'�:� „� vl, ��'k �d r �a � €. r✓�' � �t� �y ��. S �& i a��� a^O L2-16 #10 elf 2012 L2-14 � �^ 54" (� l �I 18Lu M ___. 12-18 L.2-40 ' �U` I11 Ifs n4 # 10 X10 2 NISTRUT CHANNEL Y FASTENED TO BOTTOM CHORD OF BAR JOISTS. OF STRUCTURE U.L LISTED POWER EXTENDER CABLES (E.G. RELOC) FURNISHED AND INSTALLED BY OWNER. CABLE SUPPORTED EVERY 4 1/2" PER NEC. 19 10 LEGEND PHONE/DATA 0 DUPLEX QUAD %J11 SCONCE y WALL LIGHT EXPRESS FIXTURE/CEILING LIGHT FLUORESCENT LIGHT DA DP D AND P JUNCTION BOX (1 BOX, 1 CIRCUIT) B❑ DP D AND P JUNCTION BOX (1 BOX, 2 CIRCUITS) 12" DENOTES HEIGHT ABOVE 'fl' FINISHED FLOOR KEY NOTES 1. PROVIDE TWO HARD -WIRED OUTLETS AT 480V, 30A FOR FORKLIFT CHARGERS. 2. DEDICATED CIRCUIT MOUNTED INSIDE IDF CABINET 0 12'-6" AFF, ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 3. 120V QUICK CONNECT JUNCTION BOX FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOR MODULAR WIRING CONNECTIONS TO POWER POLE FURNISHED AND INSTALLED BY OWNER. REFER TO DETAIL 3/E101. 4. J -BOX FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INTERIOR OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT J -BOX. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH -IN. 5. TOUCH SCREEN DATA & POWER: MOUNT DUPLEX OUTLETS ONE AT 18" AND ONE AT 54". ADD DATA DROP AT 18". PULL STRING CHASE ABOVE TO GET TO TV AT 54". VERIFY LOCATION WITH F&D PROJECT MANAGER BEFORE INSTALLATION. USE POWER POLE. 6. WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INSIDE OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT WIREWAY. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH -IN, WIRE WAY TO BE PAINTED TO MATCH. 7. WEATHER PROOF AND LOCKABLE/TAMPER PROOF DUPLEX OUTLET 8. SLIDING DOOR AND OVERHEAD DOOR. VERIFY EXACT LOCATION. 9. POWER FOR FUTURE REGISTER. 10. PROVIDE A 4" CONDUIT AND RELOCATE THE TELEPHONE DEMARC TO THE DATA ROOM. 11. PROVIDE AN ENCLOSED WP CONTACT CLOSURE SWITCH (NORMALLY OPEN PUSH TO CLOSE) PUSH BUTTON AND INSTALL 22/2 AWG WIRE FROM THE PUSH BUTTON TO GENERATOR MODULE PROVIDED AND INSTALLED BY OTHERS. 12. DEDICATED CIRCUIT MOUNTED 0 5' AFF. ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 13. REMOVE THE EXISTING T -STATS AND INSTALL THE EMS PANELS. 14. PROVIDE POWER TO THE SECURITY PEDESTALS. SCALE: 1/4ff=1 fm0fV paDrive, T. 704.525.6350 '704.561.8700 www.IIttIeonIIna.com This drawing and the design shown are the properly of Little Diversified E3rchitectural Consulting. The reproduction, copying or other use of'this drandtig svitbout their unitten consent is prohibited and city it fringenrent will be subject to legal action. © Little 2016 FLO 001" R For 'ggi4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 0 ANW um s W W i � Lu■. . _ji LL 7� ® Z U) 3: 0 ``l��,i�1 ft r r rrtt,.tt 61 No. 605441M i NATE OF <� L TEAM..� PRINCIPAL IN CllMWE JR PROJI?CC NIANAGE:R JL.................................... DIUMN By JC I ALM NO. REASON DATE 1 ADDENDUM 2 OWNER REVISK�NS O4�13�16 REVISION 1 OWNER REVISIONS 05/31N FLOOR PLAN POWER 121-5505-00 FOR 03 23 16 E101 t II 1 I } v Fz Fz a€ PLUG AND PLAY J—BOX FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR. MOUNT WITHIN 6" OF TRUSS. . VOICE/DATA CABLES ( REQUIRE 2—CHANNEL POWER WIT EXTENSION ARM. CONNECT T STRUCTURE ABOVE AND FOO BRACKET AT FIXTURE. PROVIDE AND INSTALLED BY OWNEI N rissfel 1 '41 f 111111 1 511Y UN, `J.% SCALE: NTS L2-26 #10 11� W--- - ----- - I WPI r r 15 7, k a i t r tak'.a..GiT.tis:>vabiaw .Xr"uFsi�:Tkw � �'i&i$1xdi8uw.&::4"3'ai ...wM........k.L.:�Y.,:'R..ay.u...'.`:u'.`..w` ' 9i - e. v ,, '* :rr:.e.`;,xe,.-.�.°ux6 .a;s.>w•�...�....�a w •�rM^',::x��.u.. ��sta�..»�..:xs:z:.�: tt y Lj A, 1 1 — .,S,xY x4w'7x.+.a.».. .i1 x?f;3+x �an.�.T.akkR:a,.....$ .:k2Ru:°Aob£"..ka.3Yxx.r:a'kiLa;+£n.€.aaUY�a%:a?a'.f: £�•ttx`:Gs � $ ..1 � .......»..w..w�w.� '.i ' .a ...w..anw.wa...w.m$ wa ,.....w...w...x.,. xwr.r..w. 5. x za ,£ L' rh J wwY,.Z, S-i1'z'Lf SI1 w.Az�a .4. 3.3fdaik `t k41"vYaY b F wY,133',33'SYLk L1-41 I PROVIDE-fWO,.�� ..�:. r��a�« #10 HARD WIRED OUTLETS AT:.z 48OV, 30A FOR,.:.ate K k».,H.. z O .. . .:7 r:.r r. .8 i V.. > L a.. V . ti# �„ + `a:+'� '�'a «a'° ,?afl ;y°� � y�..,�� y b.. $ ...'�r: CHARGERS 1 ! sb�'A4. i x✓"'' �� F� .� �.., t t I S�.`D¢ r t 4 f d3' � . 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Y > k A P _ 6 # J ^ V+ + S { A 8 'a. ry F 5. t , r � a X a, e �p'a7I Y Sig a �r3 S I 'p. r $ ¢ 47 # Y y"a Y }fie ,a two aa4lk,n �.�r�.'xUf la ... b S 2 3 1, A a i i ^2 4T a Y � �`-0'1t> WIJ R YS F>�s'.tll I UG" y�l"M..tiqF'F W. ,YGY�Q as o a e t, �'�+1¢�' � I q QST Y y;Y➢1 y+'�:� „� vl, ��'k �d r �a � €. r✓�' � �t� �y ��. S �& i a��� a^O L2-16 #10 elf 2012 L2-14 � �^ 54" (� l �I 18Lu M ___. 12-18 L.2-40 ' �U` I11 Ifs n4 # 10 X10 2 NISTRUT CHANNEL Y FASTENED TO BOTTOM CHORD OF BAR JOISTS. OF STRUCTURE U.L LISTED POWER EXTENDER CABLES (E.G. RELOC) FURNISHED AND INSTALLED BY OWNER. CABLE SUPPORTED EVERY 4 1/2" PER NEC. 19 10 LEGEND PHONE/DATA 0 DUPLEX QUAD %J11 SCONCE y WALL LIGHT EXPRESS FIXTURE/CEILING LIGHT FLUORESCENT LIGHT DA DP D AND P JUNCTION BOX (1 BOX, 1 CIRCUIT) B❑ DP D AND P JUNCTION BOX (1 BOX, 2 CIRCUITS) 12" DENOTES HEIGHT ABOVE 'fl' FINISHED FLOOR KEY NOTES 1. PROVIDE TWO HARD -WIRED OUTLETS AT 480V, 30A FOR FORKLIFT CHARGERS. 2. DEDICATED CIRCUIT MOUNTED INSIDE IDF CABINET 0 12'-6" AFF, ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 3. 120V QUICK CONNECT JUNCTION BOX FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOR MODULAR WIRING CONNECTIONS TO POWER POLE FURNISHED AND INSTALLED BY OWNER. REFER TO DETAIL 3/E101. 4. J -BOX FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INTERIOR OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT J -BOX. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH -IN. 5. TOUCH SCREEN DATA & POWER: MOUNT DUPLEX OUTLETS ONE AT 18" AND ONE AT 54". ADD DATA DROP AT 18". PULL STRING CHASE ABOVE TO GET TO TV AT 54". VERIFY LOCATION WITH F&D PROJECT MANAGER BEFORE INSTALLATION. USE POWER POLE. 6. WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE INSIDE OF FRONT WALL. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT WIREWAY. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH -IN, WIRE WAY TO BE PAINTED TO MATCH. 7. WEATHER PROOF AND LOCKABLE/TAMPER PROOF DUPLEX OUTLET 8. SLIDING DOOR AND OVERHEAD DOOR. VERIFY EXACT LOCATION. 9. POWER FOR FUTURE REGISTER. 10. PROVIDE A 4" CONDUIT AND RELOCATE THE TELEPHONE DEMARC TO THE DATA ROOM. 11. PROVIDE AN ENCLOSED WP CONTACT CLOSURE SWITCH (NORMALLY OPEN PUSH TO CLOSE) PUSH BUTTON AND INSTALL 22/2 AWG WIRE FROM THE PUSH BUTTON TO GENERATOR MODULE PROVIDED AND INSTALLED BY OTHERS. 12. DEDICATED CIRCUIT MOUNTED 0 5' AFF. ADD 3" CONDUIT UP TO STRUCTURE FOR CABLING. 13. REMOVE THE EXISTING T -STATS AND INSTALL THE EMS PANELS. 14. PROVIDE POWER TO THE SECURITY PEDESTALS. SCALE: 1/4ff=1 fm0fV paDrive, T. 704.525.6350 '704.561.8700 www.IIttIeonIIna.com This drawing and the design shown are the properly of Little Diversified E3rchitectural Consulting. The reproduction, copying or other use of'this drandtig svitbout their unitten consent is prohibited and city it fringenrent will be subject to legal action. © Little 2016 FLO 001" R For 'ggi4 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 PROJECT 0 ANW um s W W i � Lu■. . _ji LL 7� ® Z U) 3: 0 ``l��,i�1 ft r r rrtt,.tt 61 No. 605441M i NATE OF <� L TEAM..� PRINCIPAL IN CllMWE JR PROJI?CC NIANAGE:R JL.................................... DIUMN By JC I ALM NO. REASON DATE 1 ADDENDUM 2 OWNER REVISK�NS O4�13�16 REVISION 1 OWNER REVISIONS 05/31N FLOOR PLAN POWER 121-5505-00 FOR 03 23 16 E101 E1 w 66 (0A 0 Na 0) a LOA ca r— w w U' / 0 KEY NOTES 1 . THE DISCONNECT AND CONVENIENCE OUTLET ARE PROVIDED WITH THE RTU. THE CONVENIENCE OUTLET IS POWERED ON THE LINE SIDE OF THE DISCONNECT. 2. WEATHERPROOF WIREWAY FOR EXTERIOR SIGNAGE TO BE INSTALLED ON THE BACKSIDE OF THE FRONT PARAPET. SIGN VENDOR WILL PROVIDE PENETRATION AND WIRING OF ELECTRICAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING IN WIREWAY. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS WITH SIGN VENDOR PRIOR TO ROUGH -IN. ROOF PLAN -ELECTRICAL SCALE. VW . T-" Ng 5,815 Westpork Drive Charlotte,' NC � 28217 704.525.6350: 704.561.8700 WWW.IittIaonl Ina.cam I bis drawing and the design shown are the properly of Little Diversified Architectural C'onsuldtig. I be reproduclion, copying or other use of this drawing iwithout their wrilten consent is prohibited and wy inf riqexentndll be subject to legal action. © Little 2016 DECUMNS 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 AM Via -A N co I� W 0 F W 0 Wc) _j ® 0! u - ow I_ � C) ® 3: 0 I� � N N6 E.[\1 No. 60 544F>_, �TnI C Ur' - c. - PROJECT TEAM PRINCIPAL IN CHAIWE JR ........................................ 1,IWjE(.X N1ANA(;ER JL ........................................ I)RjMN BY JC N0. REASON DATE ADDENDUM 2 .......................... 1 OWNER REVISIONS 04113/16 REASON 5wNm 1AN8 8 " "' ' ' 05/31/16 ROOF PLAN ELECTRICAL 'RQJECT N0. 00 ME / DATE $HEET.NUMBER w N (y) a0 i Cfl r O N M r a w W 0 U J LL L 0 U) L O U N c Vu O 0 w SCALE: V4! -T -M 4'-7 3/8" - 2 E�LAR�ED OFFICE PLAN -LIGHTING SCT- W TYP. I nka amej a 2 % a ja - ".Ak wm- 1/4!-T-W KEY NO -FES 1 . EXIT SIGN TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT. 2. DEDICATED CIRCUIT FOR BLACK BOX. 3. DEDICATED CIRCUITS MOUNTED INSIDE BOX S AND A. INSTALL A 4" CONDUIT 7' AFF TO ABOVE CEILING FOR DATA CABLE RACEWAY. 4. DEDICATED CIRCUIT FOR DVR, AND 3" CONDUIT FROM 6'-6" AFF TO ABOVE CEILING FOR CABLING RACEWAY. 5. EMERGENCY LIGHT FIXTURE "T" TO BE CONNECTED TO THE NEAREST UNSWITCHED LIGHT CIRCUIT. 6. PLYWOOD BACKWALL REQUIRED. REFER TO ARCHITECTURAL. 7. DEDICATED CIRCUIT FOR VENDING MACHINE. 8. SHELF MOUNTED WATER HEATER. REFER TO DETAIL 7/PO01 FOR ADDITIONAL INFORMATION. 9. FIRE ALARM AND BURGLAR ALARM PANELS ARE TO BE MOUNTED TO A BACKBOARD. REFER TO ARCHITECTURAL DRAWINGS. 10. POWER, DATA LINE AND EMPTY OUTLET BOX WITH PULL STRING FOR FUTURE CABLE. 11. CONTRACTOR TO PROVIDE FIBER OPTIC TELEPHONE SERVICE TO THE IT ROOM. CONTRACTOR TO COORDINATE REQUIREMENTS WITH THE LOCAL TELEPHONE COMPANY. 12. ALL OCCUPANCY SENSORS IN THE OFFICE PACKAGE ARE TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 13. MODULAR WIRING IS NOT BEING PROVIDED FOR THE OFFICE PACKAGE LIGHTING. CONTRACTOR TO PROVIDE THE CONDUIT AND WIRE REQUIRED FOR INSTALLATION. 14. PROVIDE TWO (2) DEDICATED CIRCUITS FOR FIRE ALARM AND SECURITY PANEL 60" AFF. 15. CONTRACTOR TO PROVIDE 6" CONDUIT TO ABOVE CEILING. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH FLOOR AND DECOR REPRESENTATIVE. 16. INSTALL ROOF HATCH LIGHT AT THE TOP OF THE LADDER. 17. SECURITY IS TO PROVIDE AND INSTALL A J -BOX WITH LOW VOLTAGE CONNECTIONS. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT AND WIRE FOR CONNECTION BETWEEN THIS JUNCTION BOX AND THE EMS SYSTEM IN THE ELECTRICAL ROOM. 4J )SCALE: 114'-T—W ENLARGE® PUMP ROOM PLAN -LIGHTING SCALE: 1/4.-T-0" y } ,5815 Westpork Drive Charlotte, NC 28217I • 00 www.littleonlins.com This drawing and the design shown are the propet%y of Little Dit,ersied Architectural Consnititig. The reproduction, copying or other use of this drawing without their written consent is prohibited and airy itoigenrent will be subject to legal action. © Little 2016 IdammL WILIOM ir DEC= 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 MEN �.W0 z W0 . W o � 00-00 Q 46� Lu . A 0 0 LL.NNW z N CO N6 No, 60544FI, " ,r -r 41 ' 0 • YRINCII'AC, fN CI[ARGL JR 11ROJU.C1, MANAGER JL ................................................................................. DRAWNBY JC N0. REASON DA( E 0 ADDENDUM 2 ......................................... .. 0413116 1 OWNER REVISIONS REVISION 1 ............................................... 05/31/16 OWNER REVISIONS ..................................................... ..................................................... ..................................................... ................................. I................... ..................................................... ....:............................ I ................... .............. ......... ........ I..................... ..................................................... ENLARGE® PLANS ELECTRICAL " • No. 121-550500 FOR CONST. 03.23.16 E401 �m a MSB ELECTRICAL PANEL SCHEDULE Ste; 480/277, 3PH, 4W, +GND 36.1 BUS RA1I PApa Tft NEMA 1 0.0 111110" AIC RA1Ni EQUIP CKT IPHASE I LOADS WIRE DESCRIPTION NOTE CAT AMPS KVA NFPH M1 CB 382.7 106.014 400/3 1 * 382.7 106.014 8 0 26.295 PAS TMO 382.7 106.014 PANEL H1 8/0 71.9 19.928 3/0 _ 6 626 17.354 3 0 200/3 7 51.5 14.260 -LOL ex XFMER T1 PANEL L1 & L2 10.000 59.4 16.440 6 0 10 N PH CB 58.3 16.140 LtEl 0 11 * 68.6 19.000 6 0 TOTAL CONNECTED LOAD: 530 KVA * PHASE "A TOTAL CONNECTED AMPS: 638 AMPS 8 PHASE "B 10 30.0 RN -2 -____ 30.0 PHASE "C TOTAL CALCULATED LOAD 535 KVA 4 3.580 TOTAL CALCULATED AMPS 60 AMPS 30.0 ----- 20 1 ". 178.677 KVA 645 AMPS 175.803 KVA 635 AMPS ". 175.569 KVA 634 AMPS SEE ONE -LINE DIAGRAM yg.y JELECTRICAL PANEL SCHEDULE 1200A MLO 201 41 36.1 FUBDM 36.1 - 36.1 65000 SERIES RATED 0.0 111110" 0.0 SPARE CKT IPHASE I CKT 225A MLO WARE LOADS CB GROUND FAULT CIRCUIT INTERRUPT A B C 480/277, 3PH, 4W, +GND CB PH N KVA 400/3 1 * 2 400/3 8 0 26.295 PAS TMO 3 * 4 SURFACE 8/0 26.295 VIRE 5 * 6 PHASE -8/0 26.295 200/3 7 * 8 200/3 3 0 10.000 EQUIP 9 * 10 N PH CB 3 0 10.000 CB 11 * 12 0.0 3 0 10.000 300/313 8.304 * 14 201 1 0.000 ". 178.677 KVA 645 AMPS 175.803 KVA 635 AMPS ". 175.569 KVA 634 AMPS SEE ONE -LINE DIAGRAM yg.y JELECTRICAL PANEL SCHEDULE 94.9 201 41 36.1 PANEL H2 36.1 - 36.1 25 0.0 SPARE 0.0 SPARE 0.0 SPARE NOTES: 225A MLO L0: LOCK ON/OFF BREAKER GFCI: GROUND FAULT CIRCUIT INTERRUPT 1.) ROUTE CIRCUIT THRU CONTACTOR BRANCH CIRCUIT CONDUCTORS MINIMUM WIRE S[ZE FOR LK#frNVQ AND POWER CIRCUffS SHAD BE #42. FOR ALL 20A BRANCH CIRCUITS, WIRE SIZES SHALL. BE SIZED SO THAT THE VOLTAGE DROP WILL NOT EXCEED 3% AND THAT THE TOTAL VOLTAGE DROP FROM THE SERVICE ENTRANCE TO THE Fi1RTHEST DEVICE DOES NOT EXCEED S/ H1 JELECTRICAL PANEL SCHEDULE SCHEDULE 201 41 42 201 10 10 I 1.200 TOTAL CONNECTED LOAD: 25 Kv EMM M1 ELECTRICAL PANEL SCHEDULE 120/208, 3PH, 4% +GND BUS RATfM BUS RAIM 225A MLO 175A MCB PHASE "B": 7.820 KVA 65 AMPS L0: LOCK ON/OFF BREAKER FEEDERR • S1:RMCR. 480/277, 3PH, 4W, +GND SEE ONE -LINE DIAGRAM BUS RA1ft Pmm TWE.- 400A MLO KVA 86 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT AIC RAIM AIC RAIN& 65,000 SERIES RATED 65,000 SERIES RATED SEE ONE -UNE DIAGRAM PAS TMO EXISTING SURFACE me RAIM SURFACE 65,000 SERIES RATED MOlMm VIRE LOADS SURFACE EQUIP PHASE LOADS WIRE CKT PHASE CKT No. DESCRIPTION WIRE LOADS No. DESCRIPTION EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB A B C A B C CB CB PH N KVA 0.0 AMPS CAT NOTE DESCRIPTION No. RTU -1 30.0 8.304 8 35/3 1 4'2 1 35/3 8 8.304 10 30.0 RN -2 -____ 30.0 8.304 8 3 * 4 3.580 8 8.304 * 30.0 ----- 20 1 30.0 8.304 B. 5 * 6 UGHTING 8 8.304 2.216 30.0 - - - - RTU -3 30.0 8.304 1 8 35/3 7 * 8 50/3 4 13.840 LIGHTING 50.0 RTU -4 _ _ - _ _ 30.0 8.304 8 9 * 10 101101 4 13.840 * 50.0 - - - - - _ 30.0 8.304 8 11 * 12 * 4 13.840 10 50.0 - - - - - RTU -5 50.0 13.840 4 50/3 13 * 14 35/3 8 8.304 * 30.0 RTU -6 _ _ _ _ _ 50.0 13.840 4 15 * 16 LIGHTING 8 8.304 2.399 30.0 - - - - - _ 50.0 13.840 4 17 * 18 20 1 8 8.304 LIGHTING 30.0 - - - - - RTU_7 50.0 13.840 4 50/3 19 * 20 50/3 4 13.840 10 50.0 RTU -8 _ _ _ _ _ 50.0 13.840 4 21 * 22 * 4 13.840 20L1 50.0 - - - - - _ 50.0 13.840 4 23 * 24 2.826 4 13.840 * 50.0 - - - - - R1U_9 39.0 10.795 6 45/3 25 * 26 30/3 10 6.643 2.160 24.0 RTU -10 - _ _ _ _ 39.0 10.795 6 27 * 28 SPARE 10 6.643 LIGHTING 24.0 - - - - - - _ - _ _ 39.0 10.795 6 29 * 30 0.000 10 6.643 24.0 - - - - - SPARE 0.0 0.000 7.2 31 * 32 20/1 26 0.000 10 0.0 SPARE SPARE 0.0 0.000 R20 33 * 34 2.241 101101 20/1 0.000 * 0.0 SPARE SPARE 0.0 0.000 0.000 35 * 36 r20/1 0.000 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 37 * 38 0.000 0.000 SPARE 0.0 SPARE SPARE 0.0 0.000 20 1 39 * 40 SPARE 0.000 20/1 0.0 SPARE SPARE 0.0 0.000 20L1 41 * 42 20/1 34 0.000 10 0.0 SPARE 0.670 * 24 OFFICE LIGHTING SPARE 201 0.0 0.000 20 1 35 * 36 TOTAL CONNECTED LOAD: 318 KVA 10 PHASE "A": _22Z1 106.014 KVA 383 AMPS 0.0 NOTES: TOTAL CONNECTED AMPS: 383 AMPS * PHASE "B": 20/1 106.014 KVA 383 AMPS 0.0 L0: LOCK ON/OFF BREAKER TOTAL CONNECTED LOAD: 0.0 0.000 PHASE "C": 1 39 106.014 KVA 383 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 318 KVA SPARE SPARE 0.0 0.000 1 1 22LI 41 * 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS AMPS 0.000 0.0 SPARE PHASE "C": 10.000 KVA 2) SHARED NEUTRAL GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 30 KVA TOTAL CONNECTED LOAD: 3.) RELOC WIRING PHASE "A":. 19.928 KVA 72 AMPS NOTES: 4. EXISTING WIRING TO BE RELOCATED M2 ELECTRICAL PANEL SCHEDULE PHASE "B": 17.354 KVA 63 AMPS WEV L0: 480/277, 3PH, 4W, +GND LOCK ON/OFF BREAKER BUS RA1M 400A MLO SF mm* PHASE "C": FEMERR KVA SEE ONE -UNE DIAGRAM PAS, TYPE; EXISTING GFCI: AIL RAM TOTAL CALCULATED LOAD 65,000 SERIES RATED KVA YOIAIM EXISTING SURFACE EQUIP LOADS IWIRE I I CKT PHASE CKT ROUTE CIRCUIT THRU CONTACTOR WIRE LOADS AMPS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB WIRE A B C LOADS CB PH N KVA NEUTRAL AMPS CAT NOTE DESCRIPTION No. RTU -11 24.0 6.643 10 30/3 1 * 2 25/3 10 5.536 SECURITY CAMERA 20.0 RTU -12 RELOC WIRING 24.0 6.643 10 3 * 4 10 5.536 LO BOX a QUAD 20.0 - - - - _____ 24.0 6.643 10 5 * 6 10110 10 5.536 6.0 20.0 ----- RTU-13 20.0 5.536 10 25/3r19_1 5 * 8 25/3 10 4.705 0.180 17.0 RTU -14 LO SECURITY PANEL 20.0 5.536 10 20L1 * 10 8 10 4.705 10 17.0 - - - - - _____ 20.0 5.536 10 0.180 * 12 * 10 4.705 10 17.0 - - - - - COMPACTOR 14.0 3.875 10 30/3 13 * 14 20 1 * 0.000 20 2 0.0 SPARE 10 14.0 3.875 10 15 * 16 20 1 13 0.000 14 0.0 SPARE 10 14.0 3.875 10 17 * 18 20 1 10 10 20 1 0.000 * 0.0 SPARE SPARE 0.0 0.000 20/1 19 * 20 20 1 0.500 0.000 17 0.0 SPARE SPARE 0.0 0.000 20 1 21 • 22 20 1 3.0 0.000 10 10 20/1 0.0 SPARE SPARE 0.0 0.000 20 1 23 * 24 20/1 MICROWAVE 0.000 1.440 0.0 SPARE SPARE 0.0 0.000 20 1 25 * 26 20/1 LO FIRE ALARM PANEL 0.000 120 0.0 SPARE SPARE 0.0 0.000 20/1 27 * 28 _12L1 3.0 0.000 Dpgwgl7S 0.0 SPARE SPARE 0.0 0.000 20 1 29 * 30 20 1 0.360 0.000 LO Box S 0.0 SPARE SPARE 0.0 0.000 20 1 31 * 32 20/1 10 0.000 3.0 0.0 SPARE SPARE 0.0 0.000 201 33 * 34 201 0.000 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 35 * 36 20/1 20/1 0.000 10 0.0 SPARE SPARE 0.0 0.000 20 1 37 * 38 20 1 34 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 39 * 40 20 1 * 0.000 20 1 0.0 SPARE - SpgRE 0.0 0.000 20 1 41 * 42 20 1 37 0.000 38 0.0=t_ SPARE TOTAL CONNECTED LOAD: 79 KVA 1.260 PHASE "A": PAC -1 26.295 KVA 95 AMPS 39 * NOTES: TOTAL CONNECTED AMPS: 95 AMPS 10 PHASE "B": 8.3 26.295 KVA 95 AMPS 10 L0: LOCK ON/OFF BREAKER 42 20 1 10 PHASE "C": 1.260 26.295 KVA 95 AMPS 0.000 CFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 79 KVA 44 201 10 10 0.095 0.8 CP -1 VENDING MACHINE 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 06 AMPS * 46 20 1 10 10 0.500 4.2 EF -1N 2) SHARED NEUTRAL l.Ulxl~ 10 fiO2 47 * 48 ZO 1 0.000 0.0SPARE 3.) RELOC WIRING 1.656 10 49 * 50 201 0.000 0.0 4. EXISTING WIRING TO BE RELOCATED BRANCH CIRCUIT CONDUCTORS MINIMUM WIRE S[ZE FOR LK#frNVQ AND POWER CIRCUffS SHAD BE #42. FOR ALL 20A BRANCH CIRCUITS, WIRE SIZES SHALL. BE SIZED SO THAT THE VOLTAGE DROP WILL NOT EXCEED 3% AND THAT THE TOTAL VOLTAGE DROP FROM THE SERVICE ENTRANCE TO THE Fi1RTHEST DEVICE DOES NOT EXCEED S/ H1 JELECTRICAL PANEL SCHEDULE SCHEDULE 201 41 42 201 10 10 I 1.200 TOTAL CONNECTED LOAD: 25 Kv EMM • 480/277, 3PH, 4W, +GND 120/208, 3PH, 4% +GND BUS RATfM BUS RAIM 225A MLO 175A MCB PHASE "B": 7.820 KVA 65 AMPS L0: LOCK ON/OFF BREAKER FEEDERR EEDER& SEE ONE -LINE DIAGRAM SEE ONE -LINE DIAGRAM Pmm TWE.- EXISTING KVA 86 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT AIC RAIM AIC RAIN& 65,000 SERIES RATED 65,000 SERIES RATED MOINi1NrBt 1111101m SURFACE SURFACE EQUIP LOADS VIRE LOADS WARE CKT PHASE CKT LOADS WIRE I LOADS No. DESCRIPTION NOTE CAT AMPS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB PH N A B C I I CB PH N KVA 0.0 AMPS CAT NOTE DESCRIPTION No. LIGHTING 1,2,3 11.2 3.105 10 10 201 1 * 2 201 10 10 2241 0.000 8.1 1,2,3 LIGHTING LIGHTING 1,2,3 129 3.580 10 10 20I 3 * 4 20 1 10 10 2241 20 1 8.1 1 3 LIGHTING UGHTING 1,2,3. 8.0 2.216 10110 20/1 5 * 6 20L1 10 10 2490 7 9.0 1,2,3 LIGHTING LIGHTING 1,2,3 8.2 2.272 10 10 20/1 7 * 8 1 20/1 101101 20 1 2.241 * 8.1 1 3 LIGHTING LIGHTING 1,2,3 10.2 2.826 10 10 201 9 * 10 1 201 10 10 1.476 12 5.3 1,2,3 LIGHTING LIGHTING 1 2 3 9.3 2.577 10 10 1 20/1 11 * 12 20/1 10 101 1.476 20 1 5.3 1 2,3 LIGHTING LIGHTING 1,2,3 8.7 2.399 10 10 20/1 13 * 14 20/1 * 16 0.000 20 1 0.0 SPARE LIGHTING 1,2,3 7.8 2.160 10 10 20 1 15 * 16 _22Z1 18 20/1 0.000 10 0.0 SPARE LIGHTING 1,2,3 9.3 2.577 10 10 20/1 17 * 18 2011 20L1 20/1 0.000 0.000 0.0 SPARE UGHTING 1,2,3 10.2 2.826 10 10 20/1 19 * 20 20/1 20 1 10 0.000 0.0 0.0 SPARE LIGHTING 1,2,3 7.8 2.160 10 1 10 1 20L1 21 * 22 20 1 10 0.000 0.000 SPARE 0.0 SPARE LIGHTING 1,2,3 7.8 2.160 101101 2OL1 23 * 24 20 1 0.000 0.0 0.000 0.0 SPARE LIGHTING 1,2,3 7.2 1.992 101101 20L1 25 * 26 20 1 10 10 2088 SPARE 7.5 EXTERIOR LIGHTING LIGHTING 1 2 3 8.1 2.241 101101 20/1 27 * 28 20 1 SPARE LO 0.000 0.0 0.0 SPARE SPARE * 0.0 0.000 20/1 29 * 30 20 1 1 SPARE 0.000 0.000 0.0 SPARE SPARE 34 0.0 0.000 20/1 31 * 32 20/1 SPARE 0.0 0.000 20/1 0.0 SPARE SPARE 201 0.0 0.000 20 1 33 * 34 20 1 10 10 0.670 * 24 OFFICE LIGHTING SPARE 201 0.0 0.000 20 1 35 * 36 20 1 10 10 0.764 _22Z1 28 OFFICE LIGHTING SPARE 0.0 0.0 0.000 1 1 20/1 37 * 38 20/1 42 20L1 0.000 * 0.0 SPARE SPARE TOTAL CONNECTED LOAD: 0.0 0.000 20 1 1 39 * 40 20/1 AMPS 0.000 NOTES: 0.0 SPARE SPARE 0.0 0.000 1 1 22LI 41 * 42 20/1 1 0.000 0.0 SPARE PHASE "C": 10.000 KVA 36 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 30 KVA TOTAL CONNECTED LOAD: 51 KVA PHASE "A":. 19.928 KVA 72 AMPS NOTES: TOTAL CONNECTED AMPS: 61 AMPS PHASE "B": 17.354 KVA 63 AMPS L0: LOCK ON/OFF BREAKER SF mm* PHASE "C": 14.260 KVA 51 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 63 KVA PAN& TYPE; EXISTING AIC RA111110 30,000 SERIES RATED 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS TI AMPS WIRE I CKT IPHASE CKT I WIRE I LOADS 2.) SHARED NEUTRAL KVA N PH CB/P I A B C CB PH N KVA AMPS CAT NOTE DESCRIPTION No. SECURITY CAMERA 3.) RELOC WIRING 10 10 20 1 1 * 2 20 1 10110 0.360 3.0 LO BOX a QUAD RECEPTS CEM 9.0 4. EXISTING WIRING TO BE RELOCATED H2 JELECTRICAL PANEL SCHEDULE SCHEDULE 201 41 42 201 10 10 I 1.200 TOTAL CONNECTED LOAD: 25 Kv PHASE "A": 8.420 mrff., 480/277, 3PH, 4W, +GND 120/208, 3PH, 4% +GND BUS RAIM BUS RAIM 225A MLO 175A MCB PHASE "B": 7.820 KVA 65 AMPS L0: LOCK ON/OFF BREAKER FEEDERR FEEDER& SEE ONE -LINE DIAGRAM SEE ONE -LINE DIAGRAM PANM TVM* EXISTING KVA 86 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT AIC RAIM 65,000 SERIES RATED TOTAL CALCULATED LOAD MOINi1NrBt KVA SURFACE EQUIP LOADS VIRE CKT PHASE CKT WARE WIRE LOADS LOADS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB N PHr20 A B C A B C CB PH N PH KVA AMPS CAT NOTE DESCRIPTION No, CAT NOTE SPARE 0.0 0.000 20 1 1 * 2 30 3 10 10 5.000 18.1 BATTERY CHARGER LO SPARE 0.0 0.000 20 1 3 * 4 4 10 5.000 18.1 - - - - SPARE 0.0 0.000 20 1 5 * 6 6 10 10 5.000 18.1 - - - - - SPARE 0.0 0.000 20 1 7 * 8 30/3 10 10 5.000 18.1 BATTERY CHARGER SPARE 0.0 0.000 20 1 9 * 10 10 10 10 5.000 18.1 - - - - - SPARE 0.0 0.000 20/1 11 * 12 12 10 10 5.000 18.1 - - - - SPARE 0.0 0.000 20 1 13 * 14 20 1 20/1 10 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 15 * 16 20 1 20 1 10 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 17 * 18 20/1 20/1 10 0.000 0.0 SPARE LO SPARE 0.0 0.000 20/1 19 * 20 20L1 20/1 10 0.000 0.0 SPARE LO SPARE 0.0 0.000 20/1 21 * 22 20/1 20 1 10 0.000 0.0 SPARE LO SPARE 0.0 0.000 20/1 23 * 24 20 1 20 1 10 0.000 0.0 SPARE LO SPARE 0.0 0.000 20L1 25 * 26 20/1 20 1 10 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 27 * 28 20/1 20 1 10 0.000 0.0 SPARE LO SPARE 0.0 0.000 20 1 29 * 30 20/1 20 1 10 0.000 0.0 SPARE LO bPARE 0.0 0.000 20L1 31 * 32 20/1 201 10 0.000 0.0 SPARE 1 SPARE 0.0 0.000 1 22L1 33 * 34 20L1 20/1 10.10 0.000 0.0 SPARE 1 SPARE 0.0 0.000 20/1 35 * 36 201 201 10 0.000 0.0 SPARE SPARE 0.0 0.000 20/1 37 * 38 20 1 38 201 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 39 * 40 _22Z1 * ED.000 0.000 0.0 SPARE SPARE 0.0 0.000 20 1 41 * 42 20L1 * 0.0 SPARE TOTAL CONNECTED LOAD: 30 KVA 10 0 PHASE "A": 10.000 KVA 36 AMPS NOTES: TOTAL CONNECTED AMPS: 36 AMPS PHASE "B": 10.000 KVA 36 AMPS L0: LOCK ON/OFF BREAKER PHASE "C": 10.000 KVA 36 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 30 KVA 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 35 AMPS L1 JELECTRICAL PANEL SCHEDULE SF mm* 120/208, 3PH, 4W, +GND BUS RAIM 175A MCB REM SEE ONE -LINE DIAGRAM PAN& TYPE; EXISTING AIC RA111110 30,000 SERIES RATED SURFACE EQUIP LOADS WIRE I CKT IPHASE CKT I WIRE I LOADS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PH CB/P I A B C CB PH N KVA AMPS CAT NOTE DESCRIPTION No. SECURITY CAMERA LO 3.0 0.360 10 10 20 1 1 * 2 20 1 10110 0.360 3.0 LO BOX a QUAD RECEPTS CEM 9.0 1.080 10 10 20/1 3 * 4 20 1 10110 0.720 6.0 SHOW ROOM RECEPT PVR LO 1.5 0.180 10 10 20/1 5 * 6 20 1 10110 0.180 1.5 LO SECURITY PANEL SPARE 0.0 0.000 20L1 7 * 8 20 1 10 10 0.180 1.5 LO RECEPT HVAC UNIT CASH ROOM RECEPT 1.5 0.180 10 10 20L1 9 * 10 20/1 10 10 0.180 1.5 LO IT TEMP MONITOR HAND DRYER LO 10.0 1.200 10 10 ELI 11 * 12 20 2 10 10 1.500 125 WH -1 HAND DRYER LO 10.0 1.200 10 10 _2L1_ 13 * 14 10 1.500 12.5 --- - ELECLROOM RECEPT 1.5 0.180 10 10 20 1 _2__ * 16 20/1 10110 0.360 3.0 LO VAULT RECPT WATER FOUNTAIN 4.2 0.500 10 10 20/1 17 * 18 20/1 10 10 0.540 4.5 LO VAULT RECPT RESTROOM RECPTS 3.0 0.360 10 10 20/1 19 * 20 20/1 10 10 0.180 1.5 WAREHOUSE RECEPT MICROWAVE 12.0 1.440 10 10 20 1 21 * 22 10 0.180 1.5 LO FIRE ALARM PANEL MICROWAVE 120 1.440 10 10 20/1 110 23 * 24 ff20/11O 10 0.360 3.0 LO BOX A Dpgwgl7S 0.0 0.000 10 20/1 25 * 26 10 0.360 3.0 LO Box S REFRIGERATOR 10.0 1.200 10 10 20 1 27* 28 10 0.360 3.0 RECEPT QC J -BOX CHID 1 0.0 0.000 10110. 22L1 29 * 30 20/1 0.000 0.0 SPARE TV'S TRAINING do BREAK 8.3 1.000 10 10 20/1 31 * 32 20/1 10 10 0.900 7.5 ASST. MGR. RECEPT J -BOX GRID 0.0 0.000 10 10 20L1 33 * 34 20L1 0.000 0.0 SPARE RECEIVING DESK 3.0 0.360 10 10 20/1 35 * 36 20 1 10 10 0.180 1.5 LIGHTING CONTROL UH -1 1.5 0.180 10 10 20LI 37 * 38 115/1 10 10 1.260 10.5 PAC -1 UH -2 1.5 0.180 10 10 1 201 39 * 40 201 10 10 1.000 8.3 VENDING QC J -BOX GRID 0.0 0.000 10 41 * 42 20 1 10 10 1.260 10.5 TRAINING RECEPTS SPARE 0.0 0.000 43 * 44 201 10 10 0.095 0.8 CP -1 VENDING MACHINE 8.3 1.000�0� 10 45 * 46 20 1 10 10 0.500 4.2 EF -1N MACHINE 8. l.Ulxl~ 10 fiO2 47 * 48 ZO 1 0.000 0.0SPARE PF_1 13.8 1.656 10 49 * 50 201 0.000 0.0 SPARE i�52 20 1 0.000 0.0 SPARE SPARE 0.0 0.000 53 * 54 20 141� 0.000 0.0 SPARE TOTAL CONNECTED LOAD: 23 KVA PHASE "A": 8.020 KVA 67 AMPS NOTES: TOTAL CONNECTED AMPS: 63 AMPS PHASE "B": 8.320 KVA 69 AMPS Lo- LOCK ON/OFF BREAKER PHASE "C": 8.700 KVA 73 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 21 KVA 1.) ROUTE CIRCUIT THRU CONTACTOR TOTAL CALCULATED AMPS 56 AMPS L2 JELECTRICAL PANEL SCHEDULE 201 41 42 201 10 10 I 1.200 TOTAL CONNECTED LOAD: 25 KVA PHASE "A": 8.420 wl w S1;R11. 120/208, 3PH, 4% +GND BUS RAIM 70 175A MCB PHASE "B": 7.820 KVA 65 AMPS L0: LOCK ON/OFF BREAKER FEEDER& SEE ONE -LINE DIAGRAM PAW Tvm- EXISTING KVA 86 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT AIC RAIM 10,000 FULLY RATED TOTAL CALCULATED LOAD kfmnnm KVA SURFACE EQUIP LOADS WIRE I CKT IPHASE I CKT WIRE LOADS EQUIP No. DESCRIPTION NOTE CAT AMPS KVA N PHr20 A B C PH N KVA AMPS CAT NOTE DESCRIPTION No. SPARE 0.0 0.000 1 * 2 10 10 0.360 3.0 LO BOX B QUAD 12 SECURITY PEDESTALS 1.5 0.180 10 10 3 * 4 R20 0.500 4.2 SLIDING OOOKS o11 DOOR FLOOR RECEPT 6.0 0.720 10 10 5 * 6 10 10 0.720 6.0 MOD DESK SPARE 0.0 0.000 1 20/1 7 * 1 8 20/1 10 10 0.360 3.0 GE KIOSK FLOOR RECEPT 6.0 0.720 10110 20 1 9 * 10 20/1 10 10 0.500 4.2 SLIDING DOORS ROOFTOP RECEIPTS 120 1.440 10 10 20 1 11 * 12 201/1 10 10 0.360 3.0 POWER POLES ESM -1 1.5 0.180 10 10 30/2 13 * 14 20/1 10 10 0.360 3.0 DESIGNER DESK 0.0 0.000 10 15 * 16 20 1 10 10 0.360 3.0 POWER POLES ROOFTOP RECEPTS 7.5 0.900 10 10 20 1 17 * 18 20/1 10 10 0.360 3.0 LO KID% COFFEE BREWER 11.7 1.400 10 10 20/1 19 * 20 20/1 10 10 1.080 9.0 LO CUPU DESK VENDING 8.3 1.000 10 10 20 1 21 * 22 20 1 10 10 1.080 9.0 LO PRG DESK ICE MACHINE 5.0 0.600 10 10 20 1 23 * 24 20 1 10 10 0.900 7.5 LO FUTURE CASH REGISTER QC J -BOX GRID 0.0 0.000 10 10 20 1 25 * 26 20 1 10 10 0.720 6.0 EXTERIOR RECEPTS SPARE 0.0 0.000 20 1 27 * 28 20 1 10 10 0.900 7.5 LO CASH REGESIERS QC J -BOX GRID 0.0 0.000 10 10F20/1 29 * 30 20 1 10 10 0.900 7.5 LO CASH RECESTERS SPARE 0.0 0.000 31 * 32 201 10 10 1.200 10.0 1 SIGN POLE LIGHT RECEPT 1.5 0.180 10 10 33 * 34 20/1 10.10 1.200 10.0 1 SIGN VENDING 8.3 1.000 10 10 35 * 36 201 10 10 1.200 10.0 1 SIGN SIGN 10.0 1.200 10 10 37 * 38 201 10 10 0.360 3.0 1 SIGN SPARE 0.0 0000 39 * 40 201 10 10 1.200 10.0 1 SIGN * 10 0 1 www.IIttIaonIIn0.com I bis drawing and the design sbmvn are the properly of Little Diversified Arcbitectural Consulting. Tie reproduction, copying or other use of this (Imming witboart their written consent is prohibited and aty I is fi ngement will be subject to legal action. n Little 2016 FLOOR DECOR 2233 LAKE PARK DRIVE SUITE 400 SMYRNA, GA 30080 \```���1V1R►1i1t17j7f7 i No.60544FL �-05 STATE OR 1It1111111�' PRINCIPAL 1N CI I6AGL' JR ........................................ I'It0J L`C1' 1NIANAG E'A JL ........................................ UR WN 13Y JC N.Q. REAWN DATE ADDENDUM 2 OWNER REVISIONS 04/13/16 REVISION 1 .................... OWNER REVISIONS 05131116 a SPARE SIGN 0.00.000 201 41 42 201 10 10 I 1.200 TOTAL CONNECTED LOAD: 25 KVA PHASE "A": 8.420 KVA 70 AMPS NOTES: TOTAL CONNECTED AMPS: 70 AMPS PHASE "B": 7.820 KVA 65 AMPS L0: LOCK ON/OFF BREAKER PHASE "C": 10.300 KVA 86 AMPS GFCI: GROUND FAULT CIRCUIT INTERRUPT TOTAL CALCULATED LOAD 25 KVA 1.) ROUTE CIRCUIT THRU CONTACTOR PROJEQT NO. TOTAL CALCULATED AMPS 00 AMPS 121-550500 FOR 66 l CONST.! 03.23.16 E601